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0040 REAR HIGHLAND AVENUE - BPA-7-508 CITY OF S.0 EN1, UNSSACHUSETTS BVI DING DEPART%MNiT MS 1 ` 130 WASHINGTON STREET,3m FLOOR K T EL.(978)745-9595 � 1 FAX(978) 740-9946 KMBERI.EY DRISCOLL 6p MAYOR T HOMAS ST.PEERRB DIRE.CCOR OF FuBLIC PROPERTY BUI DING CON(MISSIONER APPLICATION FOR THE CONSTRUCTION;REPAdkRENOVAWK CHANGE IN WE OR OCCUPANCY,OR DEMOLRION OF ANY BUILDING OR STRUCTURE This$§Gdm f r Odkid Use cav !- 84ildinE Pamft -. _ I . ! B4ildng �nepsctar� ' ` Estinif4Penjg Dam Start End: 1.0 SITE INFORMATION i Location Name: SupdkV Properly Address '40R FfSk[w,44- Assess=Lk p/el )ds: ZZ LOWWC@k Od Icy— O It INFORMATION 2.1 Ownar o1 Land Name: QC n Q Address: M rieS om--L �Fe 2 S 1 t'oa Telepfwns: EL" 21 Owner or hasae of buff by or sftcture Narrle Aa r S tt VV L, aaareBs: P L on o ch Telephe: '7��'-'7 6 7— q?- ) 7 3.0 AGENCY OR AUTHORITY AUTHORONa CONSTRUCTION Agency Name: Address: Agency Projed Number Project Manager Name: Tel: 4.0 PROFESSIONAL DESIGN SERVICES:, &i Registered Architect: Name: Seal and Signaboee`- Address: Fax , 41 Registered Protesstonal Engineers: ok*add oral shesb if y and II I b apprkagan} Seal Addrew2��P�jH OF MAss c5 9 3/ Sq:n� �r«r.res Arc -! g BRADFORD A. N MILLS CIVIL y Bosion, A4.4 vx116 A No.33966 ` 90 FGIST EQ��2kQ SS NA Telephone: 6/Z 6g;' 3yoo Fax 3/O ot_f2espon§ibiNty G v;/ �� . Nanw. $eai arul Signatlsar` Address: Tetephoriie Fax: Area of Responsibility: Name: Seal and Signature Address: Telephone: Fax Area of responsibility: 5.0 DESIGN AND CONSTRUCTION U711-14149 MGL C 112 SECTION 81R EXEMPTIONS (See note below) Contractor ©mY'( uvo Address: P. o . 0 7` Area of responsibility: 6 ��/ 'license Number:' 5©�I gj1 b Date of Expiratlow- ) ZOO Telephone Contractor ., - - Address: Area of responsibility: Ucense Number. Date of Expiration: Telephone: Fax Contractor Name: Address: Area of responsibility: Ucense Number. Date of Expiration: Telephone: Fes. Note: For portions of work utilizing exemptions of MGL rr 112 s.81R complete the sectlon above. Use additional sheets if necessary and attach to application. F ROFESSIONAL CONSTRUCTION SERVICES: General Contractorress: n=Raspansible f Faion: FCONRCTION DOCUMENTS -to be prepared by applicant « . Item J as Applicable ote 1 this page) Submitted Incomolete Not Requiredturalional 7.1.4 1 Fire Suppression 1.1.5 Fire Alarm 7.1.6 HVAC 7.1.7 Electrical 7.2 Specifications ✓ 7.3 Structural Peer Review 7.4 Structural Tests & Inspections Program 7.5 Fire Protection Narrative Report ✓ 7.6 Existing Building Survey ✓ 7.7 Workers Compensation Insurance 7.6 Other Documents (Specify) (Energy Narratives, etc.) Note 1 Areas of Design or Construction for which Plans are not complete at the time of this application must be identified herein. Work so identified must not be commenced until this application has been amended and proposed construction has been approved by the Department of Public Safety District Building Inspector having Jurisdiction. ,l M4 2 YYi: t 8.0 COMPLETE THIS.SECTION FOR NEW CONSTRUCTION ONLY For Existing BuildingsProceed to Section 9.0 Number of Stor*th Number of Stories Below GradeGrade Story HeightHoar Area Per Floor Total Building wilding Area Above above Grade Grade Total Building Total Building Area Below Gtade� Grade . Brief Description of Proposed Work: 82 USE GROUP AND CONSTRUCTION CLASSIFICATION (Near Constructlon Only).: US G p� USE GROUP SUWCATEGIDIM CONSTRUCTION PQ"ca as aPbie� CLASSIFICATION Art 1A q Assembly+ A-? a Business 1 B E Educational 2A F Factory F-1 F �4-2 2B H Hlo Hazard H-1 H-2 H-3 H 2C Institutional, I-1 I-2 I-3 3A M Mercantile= 38 R Residentlal: R-1 R-2 R-3 4 S Storage S-1 S-2 5A U Utility 5B Mx Mixed Use Specify: Sp Special Use Specify. LCOMPLLETE THIS SECTION FOR WORK IN MOSTrNG BUILDINGS ONLY For new cons lion o s an Existing n Number of Stories Renovated n Use New n Existing ate year of Area per floor(sf) Renovated tion or renovation ,g building New: Brief DeacnpNon of Proposed Work G>�p/aeelne�6—€ ' .o�eu`K� © mod©ei ice" 4e�tbkv ►F' a 8 IiSH GROUP AND CONSTRUCTION CLASSIFICATION(Exist1np;Bp1Wnj*gniff -' Change+. CONSTRUCTIO USE Group(sr: EXISTING PROPOSED n ut _ CLASSIFICATIONI Use. Hazard Use,, Hazard (note 06-cateyoM Group Index 'Group Index A. Assembly B Business 1 B E Educational , 2A- F Factory f 28 .: H High Hazard 2C 1 Institutional. 3A M Mercantile 3B R Residential 4. S Storage 5A U Utility 5B Mx Mixed Use Hazard Index Sp Special Use I A M Note: Include Hazard Index Modifier for Construction Type as applicable J9.o CONSTRUCTION COSTS(See 780 CMR Appendix L) Total Construcilon Cost Buliding Permit Fee Check Number (1) a(1)x$0.001 701 00o FPEJR' Wr AUTHORIZATION OF STATE AGENCY FOR AGENT TO APPLY FOR BUILDING (when applicable) on behalf of the autluxtAq State Agency or Authority. hereby authorize. to apt ly for the building pem*for project number. Signature Date 11.0 siGNATURE OF BUILDING PERMIT APPLICANT Name I l 17 k IK gnamW Date 12. Certificate of Occupancy required on completion of project? _Yes _No Inspector's Notes: ACORD_ CERTIFICATE OF LIABILITY INSURANCE OF 101 DATE(N Ofi PRODDOER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE TD Banllsorth Ins Aqcy Inc (SP) HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR P.O. Box 406 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Portland ME 04112-0406 Phone:207-239-3500 Fax:207-715-0339 INSURERS AFFORDING COVERAGE NAIC9 INSURED INSIRERA: scetteNls nR=x .Ccyary 41297 INSURER S. Employers Fire Ins. Co. 20648 OualNet Communications LLC ttn• Mr. Kenneth Burek INSURER c: 26883 P.O. Box 369 INs ER D 19410 Gorham, ME 04038-0366 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE MEN ISSUED TO THE INSURED NM1ED MOVE FOR THE POLICY PERIOD INDICATED.NOIWITPLSTPN0ING ANY REQUIREMENT,TERM OR CONDITION OF MY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED UY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS EXCLUSIONS AND CONIDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED DY PAID CLAIMS, LTR =RNTYPE OF INSURANCE POLICY NUMBER DATE( DATE(MI LIMITS GENERAL LMBLITY EACH OCCURRENCE $1,000,000 A X X COMERCIALGENERALLIADILITY BCS0013200 06/25/06 06/25/07 PREMISES(Ee occurencel $100,000 CLAIMS MADE rX�OCCUR MED E (AW one Person) $EXCLDDED PERSONALBADVINUURY $1,000,000 GENERA-AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY P LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMB B X ANY AUTO 71100834S0000 06/25/06 06/25/07 (Eaeccieenp $1,000,000 ALL OWIED AUTOS BODILY INJURY $ SCHEDULED NITOS (Per Personl HIRED AUTOS BODILY INJURY NOIFOWNED AUTOS (Per eccinerrtl $ PROPERTY DAMAGE $ (Per eccid.r O GARAGE LIABRRY AUTO ONLY-EAACCIDENT $ ANY AUTO OTHER THAN! EAACC $ ALTO ONLY: ADO $ EXCESSNMBRELA UNSILRY EACH OCCURRENCE $9,000,000 C X OCCUR F�CL msMADE BE0821957 06/25/06 06/25/07 AGGREGATE $9,000,000 i DEDUCTIBLE $ RETENTION $ 1 $ WORRERSCOMPENSATIONAND TORYLIMIIS I I ER D EMPLOYERS'UJOILTY WC3422558 06/25/06 06/25/07 ELEACFACCIDENT $1,00a,000 ANY FROPRIETORRARINERIFJ(ECUrIVE OFFICEPMEMBER EXCLUDED' E.L.DISEASE-EA EMPLOYEE $1,000,000 It yes aa5R11191 or SPECIAL PROVISIONS UeIaw EL.DISEASE-POLICY LIMIT $1,000,000 OTHER DESOBPTON OF OPERATIONS I LOCATIONS 1 VEHEN I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE TI¢ F,TTE ISSNNG INSLAER V L ENDEAVORTTJ MML 10 DAYS WRIREJ NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO BO$HALL 1$ROSE NO OBLIGATION OR LMBILRY OF ANY ND1D UPON THE INSURE,ITS AGENTS OR REFRESENTATNE3. AUTHORIZED REPRESENTATIVE TD Banknorth Ins. Agency, Inc. ACORD 25(2001108) 0 ACORD CORPORATION 1988 'Poonwnovunen��°a�./!!�na�atfirrxlLl BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Numbe:CS Omm I Blrthdate:0410111975 A Tr.no: 22107 � Expire` "' :. �0410112008 t6 ° Reslllcted:i00 WILUAME JACK_SON 210 JOB RD '-•�,,,,rr. STANDISH, ME 04084 '"� commissioner a CITY OF SALEM DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT KIMBERLEY DRISCOLL _ MAYOR 120 WASHINCTON STREET * SALEM,MASSACHUSE'I"IS 01970 LYNN GCONIN DUNCAN,AiCP TEL:978-745-9595 s PAX:978-740-0404 DIRECTOR - September 7, 2006 Mr. Timothy Greene TerraSearch 270 Centre Street Holbrook, MA 02343 RE: 40R Highland Ave. Request for Determination of No Substantial Change Dear Mr. Greene I have received your revised site plan dated August 11, 2006 for the Wireless Communications Equipment installation at 40R Highland Ave. The plan proposes to alter the original approved Site Plan by replacing the existing equipment with an enclosed equipment shelter and new equipment. After reviewing the plans and your letter dated August 23, 2006, I have determined that the changes are not substantial and do not require Planning Board approval. The revised site plan and your letter will be placed in the file for the Wireless Communication Special Permit for future reference. Please contact me at the Department of Planning& Community Development at (978) 745-9595, extension 311 if you have any questions. Sincerely, Duncan,AICP D for Dewberry Memorandum To: Keith Johnson Date: 11-15-06 Sprint Nextel From: Dennis W. Reip Services: Structural Subject: Structural Analysis and Design Summary Job #: 4360-10 MA-2087H (IDEN) BS60XC325 (CDMA) Fairweather Structural Calculations: Sprint Nextel has proposed to construct a rooftop telecommunications platform at 40 Highland Avenue, Salem, MA. The proposed platform configuration includes the retrofit and reuse of an existing platform beam with 2 existing post downs. The adjacent platform (except for the retrofitted and reused beam) will be removed after the new platform is constructed. The existing building is a 6 story apartment building with a steel frame structural system. Dewberry-Goodkind, Inc. (Dewberry) has reviewed the existing building and platform frame and has determined that the existing structure has adequate reserve capacity to support the proposed equipment room if retrofitted and configured as shown on the drawings. The attached calculations include an analysis of the existing structure, analysis and design of the existing beam retrofit, and design of the new platform members. Dewberry-Goodkind, Inc. � �\AH OF y9S� DENNIS W. g REIP MUCTURAL No. 36494 Dennis W. Reip, PE APOF 9F�tSiER�� Director of Structural Engineering R:\4360\10-Fairweather\Adm\Reports\Structural\Structural MemoFairweather.doc Dewberry Structural Calculation Summary Sheet Job No: 4360-10 By: ERH Date: 9/21/06 Job Name: Fairweather Apartments Chkd: BH Date: 9/21/06 Location: 40 Highland Ave, Salem MA 02138 Client: Sprint Site Inspection/Photos/Other Data provided by: John Casserly Brief Description: 1. Proposed shelter supported on a rooftop steel platform 20'-O'x11'-6" to be located adjacent to a existing telecommunication platform. The proposed steel platform will be supported on one of the existing telecom platform member(W 1205). The other end of the platform will be supported on new steel beam posted down on the existing building column. 2. Additional cover plate 7 '/2"xl" attach to bottom flange of existing W 12x35. 3. Existing building is six-story apartment complex. 4. Primary structural system is steel columns, beams, and steel floor joists. Basic Criteria: 1. AISC Manual 9th Edition Allowable Stress Method. 2. Fy=50ksi new steel platform, Fy=36ksi for older steel platform,Fy=36ksi 7 1/2"x 1" cover plate. Analysis/Design Summary: 1. Check the bending capacity of the exiting W 12x35 with the additional 7 1/2"x 1" cover plate welded at bottom flange. This will strengthened the beam against the loads from both proposed and existing platform. 2. The W 12x35 beam with 7 'h"xl" cover plate will provide adequate bending capacity during the installation of the proposed steel platform. The deflection is within the code requirement. 3. Frame is braced (knee brace at posts)to prevent sway. An explicit wind analysis is not necessary. 4. Columns have adequate reserve capacity to support two platforms as shown. R:\4360\10-FairweatherWdm\Reports\stmctural\StmcturalSummary 4360-10.doc _ STRUCTURAL NOTES: OF LOADING INFORMATION 1. SOME WFORMATION NOT SHOWN FOR CLARITY- SCRIPTION SIZE WEIGHT / 2. NORTH S APPROXIMATE. 3. COSTING BUILDING LOCATION, ORIENTATION 4: R BUILDING 11.5'z20'X10'-O' 23,000 LBS ASSOCIATED EQUIPMENT LOCATIONS ARE SPRINT NEXTEL CORPORATION APPROXIMATE AND TINE NOT BEEN VEWFlED NNEKRR SHELTER THROUGH FIELD SURVEY. CONTRACTOR SHALL 9 CROSBY DRNE VERIFY ALL DIMENSIONS, EXISTING STRUCTURES. BEDFORD. MA 01730 EQUIPMENT LOCATIONS AND SITE DETNLS PRIOR TO PHONE (781) 276-30°° FRAME 1-10 24'X24'X7'-2' 7•000 LBS ALL FABRICATION h CONSTRUCTION. FAY: (781) 276-3015 ROL CABINET 24'r24'z7'-2' 700 LEIS 4. SEE G-1 PCR STRUCTURAL STEEL NOTES. R PUNT 25.5'M.f-O' 1,950 LBS S. ALL STEEL S TO BE A38 OR GREATER. FIERS 6. ALL BOLTS 6HAE1 BE 3/4'ASTN A325 BOLTS FAIRWEATHER Try UNLESS OTHERWISE STATED. 7. CONTRACTOR SHALL MAKE ALL NME550Y MA-2087H (IDEN) SHELTER DEAD LOAD 32650 LBS' FPRECAUTIONS &OR WRTDNG ON ROOF EME PERMITS.RC011flED BS60XC325 (CDMA) STRUCTURAL ANALYSIS BASED ON ROOF e. CONTRACTOR VERIFY SHELTER MANUFACTURER AND LOADING SHOWN. NO ADOMONAL EQUIPMENT WEIGHT WITH SPRINT NEXTE.CM PRIOR TO STEEL SHALL BE ADDED WffHOUT NDDnONAI-ANALYSIS FAMIMTIWI. ---- -- - °' RELOCATE TO IINNSTOTALL sm FR�'TSAMNG4 D°AINs As CONSTRUCTION DRAWINGS MEMBER PLATFORM. BE USED FOR NEW EQUIPMENT SHELTERPUTFORM. A `af` � ^ 11 07 O6 FOR SUBMfTAL A 10/05/06 FOR COMMENT 7-7 W16X40 Dewberry 3 SIDES . 1 PL5/Ba7X1'-0' Y-1D' 1/4 CAP PULE j W/(4) 3/40 BOLTS Dewberry-Goodkind,Inc. 31 ST.JAMES AVE 4 TYP. TOP Q d 9RD FLODR BOTTOM 5/16 6 LSX4z5/I6X0'-4'LLV BOSTON,IAA DE1fB (M- g 2) PIKINE:3fl.6°S.MfFl o SFAt 'i TI AM PAK Nf>.®SY110 STNNLEM STEEL CLAMPING RING 3/4.0 ASTM A325 BOLTS PROVIDE 2 MOPPED IN (ONES STANDARD NOTE 3 CHECK PRINT {4 ASPHALT IMPREGNATm BY DATE .' ROOFING RIIFS TO MATCH THE EXISTING ROOFlNQ EXISTING ROOFING PLOTTED ,I MATERIAL CHECKED EXISTING META DWG. CHANGED ROOF DECK FINAL CHECK ROOFING MEMBRANE '\ /Bs20X1'-8' TO MATCH EX NC BASE PULE (SEE NOTE 1 BELOW) WITH STEEL r SHIMS AS \ y - GRANN BY: KEW N . N RENEWED BY: BBR CHECKED BY: PPB EXISTING EXISTING BEAM STEEL COLUMN ON NUMBER: 438P-10-7 (TAP.-2 OF 4 LOCATIONS) NOTES. SITE NUMBER I. COMPACTOR TO ENSURE ALL ROOFING SEALED JENER 2.35 ACCORDING TO ROOFINGNS MANUFACTURERS pMAC-20817H (IDEN) RECOMM"DATIONS AND IN WAR A REO REMENTSNFORMANCE WITH BS60XC325 (CDMA) FIELD GRILL FOR 3/PO _ TO ALLOW BOLT A125 STRUCTURAL 2 PROFULL EVEN BEARING ONN SUPPORT SHIMS AS ED BEAMS. SITE ADDRESS BOLTS (TYP.-J) 3. CONTRACTOR SHALL VERIFY EXISTING BUILDING 40 HIGHLAND AVE STRUCTURAL STEEL CONNECTIONS. SALEM, MA 01970 EXISTINGPOST DOWN FRAMING SUPPORT END POST 0' 'A. V 1 1/2' ® FRAMING PLAN & DETAILS F12 CONNECTION sHEET NUMBER •-D' 8 HALF SIZE PRINT 1' 1 1/2' THIS DRAWING Is A E C N� AT HALF THE NOTED SCALE J - n _ - Wt6x 3 SIDES t � i/4 IYP. 24'-3' 10'-10' PROPOSEDe B 7 3 BMUNG S-2 S-1 . S-1 S-1 WIN12 / W16WO /C.L. 2 6 STRUCTURAL BOLTS L]x3x12 MIN. o WBx10 S_t (IYP.-4) (71P.-z cUP.u+cLEs) WeyxO W10x12 TS4x4x3//6' e.L (TIP.-2) W16 TO W10 CONNECTION �1 s PROPOSED - 0• 1/2' 1' 1 1/2' o GRATING WVL3.3.41/4 SIDES GLW10x12 TPS-23/4'0 AA325 BOLTSW10x12 N. C.L '. (CM-2 CUP ANGLES) (04/16_ KICKER NW4 W16 TO W16 CONNECTION •� 7-1/2'xt 10 3 - S &E 1 1/2•_1•-0- 3COVER PLATE 0' 1/2' 1' 1 1/2' EXISTING _ y C. _. W12x35 6 4 SEE NOTE 10 - W12x35 S-1 S-1 - 3 SIDES . TYP. 1/4 EXISTING 6-0. B-0- 3/4.0 ASTM A32 GL TS4x4x3/16" STRUMRAL BM (TYP.-2) EXISTING W16x40 -s) um KICKER 1. CONTRACTOR TO VERIFY ALL FLAWING DIMENSIONS AND CONDITIONS PRIOR TO FABRICATION. STEEL FRAMING PLAN� 7-1/2'0Y GO 0' 2' 4• 6• BOTTOM OF FL W16 TO W12 CONNECTION 4 0• 1/2' 1' 1 1/2' o'a' I I 0'-I '1/1' I 21 WF55 r Y 0'- W24.61 � I + �0._2. 1111 S lfi ioi S 16- -__ i+ii+ O-2 i�0'-4 1/d' W16x26 _ _ _ _ wt 6x26 W16xi 754x4x5/16 AI- 3/4, ASTM AT25 i BOLTS (TYP.-4) H i�" W10x60 i�ii w1px60 154x5/16 TS4x4x5/16 3/4' ASTM A325 3/4'ASTM A325 BOLTS (TYP.-6) BOLTS (TIP.-S) W16WF50 21WF55 PL5/8x7x1'-0" (CAP PLATE) PL5/8x20x1'-Su (BASE PLATE) W16 SfNHE:N.TS. ' SCALE:N.T.S. 5 PL5/8x20x1'-8° (BASE PLATE) SCAE:N.TS. SDPE GR NO ' PNM, ffi 1 OPpI TREAD 1-1/2'0 WIN 40 STEEL HPE HANDRAILS. INTERMEDIATE RAMS AND POSIS fit" a",, PROTECTVE ROOF PAD WHERESHELTERAf4'UGBIE. 2 PL uU 10 SHELTER I W12x22 iRANING - 3 SIDES 1/4 TTP. )OXNEROR L3*3xl/4AT CORN M MIOSPANOE E ow" 4' EACH - WAY Wlex WIN12 3/4'e ASTLI A2125 - BOLTS C".-2) FRAMING SECTION I gsy eD4.E+-M��.e f� F_ 3/�4'e AeTi m DOLTS 111 P.-4) M coos BRACE ti ELM-@' I AniIIN4 SNfrENER UI r.�- KNE PL M Puu j� - e.eap IIANDRNL SPUCE I I/2'e (AS REO'D.) STD ZE- -- - wT2x35 TOE S WO TOE BONTD TOP OF PLATFOR SPLkE W I I I i ELEYAllOtl I � i. AM ADP ' - 2' RADII CONNECTION DETAIL SAFE SCALE: N.T.S. J - SGEEN.1 s x' i' R M SPRINT NEXTEL CROSB CORPORATION 9 CROSB 9 Y DRIVE LANDING BEDFORD. M 017M PHONE (781) 276-3000 FAX: (781) 276-3915 A FAIRWEATHER ---- �„a D MA (IDEN) /... '.:'; .. :: .• " ,----_______— \SUPPOTf BEN BS60XC325 (CDMA) i t I \ I I _CONSTRUCTION. DRAWINGS \ I u.aX3/e•�a•1DNc .� GMND A PAINT.TYP \ \ I 1 a a 2,2D.7 STRINGOt \\j i 0 11/07 O6 FOR SUBMITAL A 10/05/06 FOR COMMENT ------------- Dewberry STAIR NOTES 1. FABRICATE SLAW A55EMBLY TO PROADE 7• WSERJMDI Dewberry-Goodldnd,Inc. TREADS AS NEARLY AS POSSIBLEi STAR SINMN E A GFNoiK DETNL REFER ro RSPEGM DIMENSIONS AND Lh O . FAX8140510FAXBITW(iD310LANDING AND TREADS SNNL BE IlCllp1015 MP GALGE STED.SIM TREADS (P/N:T-52014). OR APPROVED EOINL. CHECK--PRINT DATE STEEL STAIR DETAIL PLOTTED SCALE. N.TS. CHECKED DWG. CHANGED FINAL CHECK MAX STRUCTURAL NOTES: DRnwN er KEN �3MAY0• I „ 1. SOME INFONIAAT ON NOT SI10WN FOR CLARITY- REVIEWED BY: 8BR'. - 3. NORM IS APP MIAAIE p1EpCED BY: - PPB -9O LIGHT 3. MSnNG BUILDING LDCATION. ORIENTATION ELBOWA: WT BOW ASSOCIATED EQUIPMENT LOCATIONS ARE CORNER DETAL APPROXIMATE AND NAVENOT BEEN VERD'IED DGI NUMBER: 1360-10-7 - 1HROIICNI FIELD SURVEY. CONTRACTOR SHALL VERN ALL MMENSIDNS, EXISTING STRUCTURES, EWIPMEHT LOCATIONS AND SITE DETAILS PRIOR iD SITE NUMBER ALL FABItICATXXI 3,CONSIRUCIION. A SEE G-1 FOR SIRUCIIIRAL STEEL ND,Es. MA-2087H (IDEN) — 5. ALL STEEL 6 TO BE A38 OR GREATER BS60XC325 (CDMA) e. ALL BOLTS SNlI BE 3/4•ASTY A325 BOLTS \\ UNLESS OTHFAW6E STATED. SITE ADDRESS 1'0 CONNECTING PIPE 7 COIRRACToR SLAM NME ALL NECESSARY RAILING SP I PREC/AIIIONS Q SECURE ALL PERMTIS REQUIRED 40 HIGHLAND AVE FOR WADING ON ROOF. SALEM, MA 01970 B. CONTRACTOR WITH WHOM CM PRIOR MATO AREA AND FABRIC LION. SHEET TIRE )RNERS MUST HAVE A W (UNO)• CONNECTION AILING 4 & STAIR DETAILS SHEET NUMBER HALF SIZE PRINT - THIS DRAWING IS SCAIFABLE C AT THE NOTED SCALE. J It Dewberry CONSULTING ENGINEERS PAGE NO D wl n,-Gondkind.Inc. q JOB ATH FF, AFA2TM6N! NOTESBY FP-H DATE Inn� jZ �L�i SAL E'(-'1 F'IA' 019"70 CHECK BY Y.S t't DATEl exI,5T/1,lz�' NI-ZY35 A9,uH �y = 3& esl- O pzopoLT7 LHIT={Za4D l oF1D n,IzS 17 2a'_3„ � I lj4r-tT w(71- swec,TE-tz. z3, a>o ros, PAfJlo TRAMS -710oo th,. L o nITROL LA Ri. "7 41;1 Ito. - -tj - I poWF(L poAAjT" 5AT. 1, `1150 1b5, I 33K i r Litilot�l L�t4� Gig Y ' I ZOIJ� Z �T ors ; o, 5') = M 70 'be q k a I I tSI! C0 e I 50P� �II.S' x (7'� = 345CIb5 C -W7 v_pT cn2;,,, G(ZP,MC Wax Ip x ILS _ - =�r. ;`_� %'3-t} = Z3c) �tD,23 k I l 33V hL cl k I i L L = 3.ri lL TJ L = 2.t�3 IL lLo�sER gTvE� 4e,,:;3K,/9 poST cy" �uHov� — — — - • �AkT I �, JZOOF TLA NTS I _ Dewberry CONSULTING ENGINEERS PAGE NO lz Dewberry-Guodkind.Inc. JOB FAIRWC-A APAIZTHGKA'T NOTESBY ERR DATE R SALr=Ni �4.A D 1'77 D CHECK BY R p DATE� I . G]I vXi�iltr`l� (J12z�6 eip �21� IZIK In7= ,o35wlrr�. G"A Io.Zq A g I2.1 (,o-)t 12,1 (n.$) +,o3S(Z4,ZS)6Z.IzS) �gZs' b. I � I2�C�-zS)--o - - - i 1< T R b.$t 12. 1 (Iz.�s'�t I2.1 (z4.25') + (ZA �24.z5) =o b.?,F X 11.5' = 73.4&4-FT gA= 457. 9�1�z�{,2S 16.�1 K V m+U - to.I PIMP%= 75,b3 k-FT G. 12 _ Io1 ei ksi e a��''�� = 21. 6 BSc DIG }3f LAI-eLQ 9TIj,j THE P(LOPO`EL I oA�S W�t1�H In�lll 3= I*+PLEl+rvF11ED 00TO TH6 &Al,jTIf,. LJSZX 3 f-A& P_f-(L LQ)v-L i,Vo1Z K bl ll,-( I�1 'CHI_ LASF- t-JlfKG Tott, �XISTI 4 40J o CF�T PL A-rF0FM IS r H DV eD -tlt�'( ilt)PIrI04JAL 60\157 PIATE «; 'OMIT FZA446 of FA5TM4et bJtZX3S s� GR�'s s►+r 3, � � Dewberry CONSULTING ENGINEERS PAGE NO Dcvvncn,-G�una.Inc.JOB A1KWr-ATFIfiF ,APAC-r H5Nr NOTES BY C—PH DATE +18*06 SALF-H MA DI970 CHECK BY �� DATE Q — b �cT1of4 A ;�2 d �,� d: ,a ,n3 wlzx75 10,3 x �ia,5/2+ 1'� 7¢.67 R -711-or zs 1, i,Vz CIA a5 17.QJ 7gj�{2 N N ti.V u6N N,A'; W N = 4 ¢1., I R6F U��6-X Y F�e(Z TH6 WIDE F-L"gCe 4HAPE I = I x + A el Z = 2 05 i,-4 �10.: X1.1 4+ -Z 3 627 "14 X N4u N,q, FcV- Tlic PLATE = I = Ix + AA2 - 75� 1 Z + (7, Z= X uew u.A, �x = 368 115,3 = .42,3.4. A, 41 4 sX(roF) 'G - L f. 09 ° • ® Dewberry - CONSULTING ENGINEERS PAGE NO pe ,l y-Go kind.Inc. �L1t — / jO6 AFA(LTWfntAT' NOTES BY �� � DATE ,?ALGH "A 0 1 970 CHECK BY 1S � DATE �i-Z2.--ob . <�u�'rk�A1 EXIStJtiI(r WYLX3S W� 7,D1fdY1 PLA'f� C7�fz�X i> Gh�fG,� �A�D1Al� ais'�s s wn 0.0605'Wri R-742x 1" = 25,5#/mz,a Z575 Llr:l I L 76T= b,o6D5 Klrat "A nr:q •�7 2$,? o(. 1 2.15(D.SK)+ 5.75(3.2) + ILS( II K) -cq,h 33.9 26.5 11.75 X 2,75: + IS:zs' + 0.OL D5&A.zs)(n I-z _ a47(S. IS)/z'1.0 + 27 I ob 133.9 � 190.b z9 k ��1g = U Ip.o,zS 5q.2 zz 5.o n'Cz,Oz) + 12,15'( 11 5.Z. Ions 21.50.5w) + Z4,25 Of K,+(o.o&ts)(z4,zs.1, • —"1 1 f�A /24 zyl -0 J jI o�i.5 ,` 1= =A(v 913 - 20,& KSc �Nr2ol,5 fjlG Crcf) mM, -T+IK ANALN(SIS 15 GIZAVIT`( LoHD okL' POIuT LOAM ALck* EX, w12x3S FPF, TO IzAtl our PuT 6 1 # 1 Dewberry CONSULTING ENGINEERS PAGE NO 5 �36b Dcwherry-Go kind.Inc.JOB FAIf-W�ATrWE- 43PA9TF*4,_ NOTES BY E_:P4 - - DATE SAL -H PA olg7o CHECK BY 6,14 DATE . G!{ li0(,VM►d CAPA611-Y Nlcx&n A4,5yme 43(0 . l Exe �L PoST Ek. O wlaxeo Wuve nlTlolJ 71+15 VA(-LC- wkb Ars. S PLO" t�5 3-3o t �uGE A�TZ �h a TGho(.. sR&N OF cI.D�Q Floor Man �� RAM Steel v10.0 RAM DataBase: Platform FrameB 09/22/06 09:12:39 E Building Code: IBC Steel Code: ASD 9th Ed. Floor Type: Platform Level 2 - Q 16x40 I I j ; 7 M cj x X _co T F1 JO J 1 P — 1 n i 3 Vim— W 12x 5 c=1/2" it S 12x W12x16 u 1 N LO NN co X X X O N LO O k In 4 r r N 3 2{ (Zr 1 12x19 D D1 D2 O Floor May RAM Steel v10.0 IL�IM DataBase: Platform FrameB 09/21/06 16:00:18 Building Code: IBC Steel Code: ASD 9th Ed. Floor Type: Platform Level 2 0 Cl 29 - -- - - N 31 N 30 rLA 15 9 4 ---- ---- - ---- _..-- ---- ---------------=- O N N 41 - s _-..___ . _-__ -__ D D1 D2 E Jv V1CWCI :aBase: Platform FrameB 09/21/2006 16:18:416 is i--1 O Gravity Beam Design RAM Steel v10.0 �M DataBase: Platform FrameB 09/22/06 09:12:39 iNrea.w .nw Building Code: IBC Steel Code: ASD 9th Ed. Floor Type: Platform Level Beam Number = 1 SPAN INFORMATION (ft): I-End (0.00,-32.00) J-End (24.25,-32.00) Beam Size (User Selected) = W 12X35 Fy = 36.0 ksi Total Beam Length (ft) = 24.25 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 2.750 0.49 5.750 3.18 11.500 9.06 13.250 2.01 LINE LOADS (k/ft): Load Dist DL LL Red% Type , 1 0.000 0.035 0.000 --- NonR 24.250 0.035 0.000 SHEAR: Max V (DL+LL) = 8.96 kips fv= 2.39 ksi Fv = 14.40 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Compr Flange kip-ft ft ft fb Fb fb Fb Center Max + 78.1 11.5 5.8 1.21 20.56 24.00 20.56 24.00 Controlling 70.8 13.3 11.0 1.75 18.62 21.60 --- --- REACTIONS (kips): Left Right DL reaction 8.96 6.63 Max +total reaction 8.96 6.63 DEFLECTIONS: (Camber= 1/2) Dead load (in) at 11.88 ft = -0.857 LID = 339 Live load (in) at 11.88 ft = 0.000 Net Total load (in) at 11.88 ft = -0.357 LID = 815 Load Diagram RAM Steel v10.0 �M DataBase: Platform FrameB 09/21/06 15:18:09 IMEpJAII(Ml^1 Building Code: IBC Floor Type: Platform Level Beam Number= 1 Span information (ft): I-End (0.00,-32.00) J-End (24.25,-32.00) P3 W1 W2 P2 db P4 P1 Load Dist DI, LL+ LL- Max Tot ft kips kips kips kips P1 2.750 0.495 0.302 0.000 0.797 P2 5.750 3.175 1.056 -0.084 4.232 P3 11.500 9.208 1.822 0.000 11.030 P4 13.250 2.006 1.341 0.000 3.347 ft k/ft k/ft k/ft k/ft Wl 0.000 0.035 0.000 0.000 0.035 W2 24.250 0.035 0.000 0.000 0.035 Gravity Beam Design RAM Steel v10.0 DataBase: Platform FrameB 09/22/06 09:12:39 kmBuilding Code: IBC Steel Code: ASD 9th Ed. Floor Type: Platform Level Beam Number = 27 SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (24.25,0.00) Beam Size (User Selected) = W 16X40 Fy = 50.0 ksi Total Beam Length (ft) = 24.25 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 11.500 9.27 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.060 0.000 --- Snow 11.500 0.060 0.000 2 0.000 0.040 0.000 --- NonR, 24.250 0.040 0.000 SHEAR: Max V (DL+LL) = 5.89 kips fv = 1.21 ksi Fv = 20.00 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Compr Flange kip-ft ft ft fb Fb fb Fb Center Max + 61.1 11.5 12.8 1.75 11.33 30.00 11.33 30.00 Controlling 61.1 11.5 12.8 1.75 11.33 30.00 -- -- REACTIONS (kips): Left Right DL reaction 5.89 5.05 Max +total reaction 5.89 5.05 DEFLECTIONS: Dead load (in) at 11.88 ft = -0.351 L/D = 829 Live load (in) at 11.88 ft = 0.000 Net Total load (in) at 11.88 ft = -0.351 LID = 829 VLoad Diagram � RAM Steel v10.0 DataBase: Platform FrameB 09/21/06 16:00:18 RAM "wx,w Building Code: IBC Floor Type: Platform Level Beam Number=27 Span information (ft): I-End (0.00,0.00) J-End (24.25,0.00) P1 W1 W2 W3 Load Dist DL LL+ LL- Max Tot ft kips kips kips kips P1 11.500 9.497 0.000 0.000 9.497 ft k/ft k/ft k/ft k/ft W 1 0.000 0.110 0.000 0.000 0.110 W2 11.500 0.110 0.000 0.000 0.110 0.050 0.000 0.000 0.050 W3 24.250 0.050 0.000 0.000 0.050 r Gravity Beam Design RAM Steel v10.0 RAM DataBase: Platform FrameB 09/22/06 09:08:03 "EPow� Building Code: IBC - Steel Code: ASD 9th Ed. Floor Type: Platform Level Beam Number= 28 SPAN INFORMATION (ft): I-End (11.50,-32.00) J-End (11.50,0.00) Beam Size (User Selected) = W 16X40 Fy = 50.0 ksi Total Beam Length (ft) = 32.00 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 6.000 4.18 7.000 0.07 16.000 8.32 25.000 0.07 26.000 4.53 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.040 0.000 --- NonR 32.000 0.040 0.000 SHEAR: Max V (DL+LL) = 9.34 kips fv= 1.91 ksi Fv = 20.00 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Compr Flange kip-ft ft ft fb Fb fb Fb Center Max + 98.3 16.0 9.0 1.22 18.24 30.00 18.24 30.00 Controlling 98.3 16.0 9.0 1.22 --- --- 18.24 30.00 REACTIONS (kips): Left Right DL reaction 9.12 9.34 Max +total reaction 9.12 9.34 DEFLECTIONS: (Camber= 3/4) Dead load (in) at 16.00 ft = -1.090 LID = 352 Live load (in) at 16.00 ft = 0.000 Net Total load (in) at 16.00 ft = -0.340 L/D = 1129 � FORAMu Steel v10.0 Load Diagram RA DataBase: Platform FrameB 09/21/06 16:00:18 Mew Building Code: IBC Floor Type: Platform Level Beam Number= 28 Span information (ft): I-End (11.50,-32.00) J-End (11.50,0.00) P3 W1 P1 IP5 W2 db P2 P4 Load Dist DL LL+ LL- Max Tot ft kips kips kips kips PI 6.000 4.183 0.000 0.000 4.183 P2 7.000 0.073 0.000 0.000 0.073 P3 16.000 8.320 0.000 0.000 8.320 P4 25.000 0.073 0.000 0.000 0.073 P5 26.000 4.528 0.000 0.000 4.528 ft k/ft k/ft k/ft k/ft W I 0.000 0.050 0.000 0.000 0.050 W2 32.000 0.050 0.000 0.000 0.050 Gravity Beam Design RAM Steel v10.0 �M DataBase: Platform FrameB 09/22/06 09:08:03 Building Code: IBC Steel Code: ASD 9th Ed. Floor Type: Platform Level Beam Number = 26 SPAN INFORMATION (ft): I-End (0.00,-32.00) J-End (0.00,0.00) Beam Size (User Selected) = W 16X40 Fy = 50.0 ksi Total Beam Length (ft) = 32.00 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 6.000 4.18 16.000 8.32 26.000 4.53 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.040 0.000 --- NonR 32.000 0.040 0.000 SHEAR: Max V (DL+LL) = 9.27 kips fv = 1.90 ksi Fv= 20.00 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Compr Flange kip-ft ft ft fb Fb fb Fb Center Max + 97.8 16.0 10.0 1.26 18.15 30.00 18.15 27.74 Controlling 97.8 16.0 10.0 1.26 --- --- 18.15 27.74 REACTIONS (kips): Left Right DL reaction 9.05 9.27 Max +total reaction 9.05 9.27 DEFLECTIONS: (Camber = 3/4) Dead load (in) at 16.00 ft = -1.083 L/D = 355 Live load (in) at 16.00 ft = 0.000 Net Total load (in) at 16.00 ft = -0.333 L/D = 1153 Load Diagram 16 RAM Steel v10.0 DataBase: Platform FrameB 09/21/06 16:00:18 LM . Building Code: IBC Floor Type: Platform Level Beam Number = 26 Span information (ft): I-End(0.00,-32.00) J-End (0.00,0.00) P2 W1 P1 P3 W2 Load Dist DL LL+ LL- Max Tot ft kips kips kips kips P1 6.000 4.183 0.000 0.000 4.183 P2 16.000 8.320 0.000 0.000 8.320 P3 26.000 4.528 0.000 0.000 4.528 ft k/ft k/ft k/ft k/ft W 1 0.000 0.050 0.000 0.000 0.050 W2 32.000 0.050 0.000 0.000 0.050 L Application for Permit to: ,7,trll Kt, T(<(okv1 Location �O A „6Iti�P � Permit Granted Approv E Inspector of Buildings }