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2014-210
TOWN OF QUEENSBURY cow742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20140210 Date Issued: Thursday, June 09, 2016 This is to certify that work requested to be done as shown by Permit Number P20140210 has been completed. Location: 983 STATE ROUTE 9 Tax Map Number: 523400-296-013-0001-020-000-0000 Owner: TURNPIKE ENT. INC Applicant: BRETT GARDNER This structure may be occupied as a: Commercial / Industrial Unheated By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property (DJ 4 owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. TOWN OF QUEENSBURY FoW 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518)761-8256 BUILDING PERMIT Permit Number: P20140210 Application Number. A20140210 Tax Map No: 523400-296-013-0001-020-000-0000 Permission is hereby granted to: BRETT GARDNER For property located at 983 STATE ROUIE 9 in the Town of Queensbury, to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: TURNPIKE ENT. INC C/O GARDNER, JOHN Commercial/Industrial Unheatet $18,000.00 528 SW HIDDEN RIVER Ave Total Value $18,000.00 PALM CITY, FL 34990 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2014-210 Comm/Unheated Storage 1,080 sf $108.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,July 23,2015 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To of Qu nsbu 4, Ww', :,'t ;_ my 23, 2014 Alr SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Office Use Only Town of Queensbury Building & Codes Received: PRINCIPAL STRUCTURE APPLICATION Tax Map ID: aqCv. l 3 -/-01 D Permit No.: — I U A permit must be obtained before beginning construction Permit Fee: $0 Please read: *TB resolution 86-2013(1-28-2013): $850 recreation fee for new dwelling *Rec Fee: $ units, including single-family dwellings, duplexes or two-family dwellings, multiple family Site Plan No.: dwellings, apartments, condominiums, townhouses, and/or manufactured and modular Subdivision No.: homes,but not including mobile homes. This is in addition to the permit f' - ice• LciN 0 4I ill 1 Date G' /'/ Y Applicant 1We' i--`. ' :1C(I`c{vi e Tax Map ID c)--9 6, 13.-1--,)-0 "Address, ob' ,_ -c..(o( /P€J Zoning `�-- �=+;�lG c::: Qve�ns.6 —y cJ}O/�?Y Phone/E-mail /797-- ? 6,&- dcr`' cc Property Owner cr,t art e r Contractor/Agent Address '5 / -7z5.e..rt re( /c() Address /2a0 Phone/E-mail 791- P'Z6? Phone/E-mail Building Street Address: Cig VS-C R k 2 Subdivision Name: Lot#: Historic Site: Yes No Estimated cost of construction: $ f S O d() S Rruv L 3//0-0)4 Type of Construction: /y 1, Check all that apply Please indicate measurements as required below: ^�' cc o c 1st Floor 2nd Floor Other Total Height F a a Single Family Two-Family Multi-Family(#of units_) Townhouse Business Office Retail-Mercantile Factory-Industrial Attached Ga -.;- • Other/1_ Co Cl _s—dor le so S"6 To^• • QueensburyBuilding&Co es Pri ' a tt S ructure Packet 518-761-8256 �p If commercial or industrial indicate name of business C61-1 ^ -T��IJ ( Ve / 2f Proposed use of building or addition Source of heat(circle one) Gas Oil Propane Solar Other N Fireplace-complete a separate application for"Fuel Burning Appliances&Chimneys" Yes halo Are there structures not shown on plot plan? Are their easements on the property? A//-1 Site Information a. Dimensions or acreage of lot b. Is this a corner lot? c. Will the grade be changed as a result of construction: _Yes No d. Public water or Private well 4 c L.tJ 6— e. Sewer or Private Septic System S ."f;`" S;1-1-62-171 Value of all work to be performed(labor and materials) (duo. cI� Declaration: I acknowledge no construction activities shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. If work is not complete by the 1 year expiration date the permit may be renewed, subject to fees and department approval. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed,that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances,and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above. i Signed "� Date: FOR OFFICE USE ONLY: Operating Permit Issued: _Yes _No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256 Town of Queensbury Building&Code Enforcement Office No. (518)761-8256 1°900 Commercial Final Inspection Report Inspection request received: ( Name: ter �� ,v� �� Inspected on: to 143-17---QA- Q Location: c(e &i1 (2.01)A-c ci Arrive: Ip. Permit No.: 2i Inspector's Initials: �Arr COMMENTS Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10'or Equivalent Y/ Interior/Exterior Guardrails 42 inch Platform 1 Decks Interior!Exterior Balusters 4 inch Spacing Platform/Decks Stair Handrail 34 inch–38 inch/Step Risers 7"!Treads 11" Vestibules For Exit doors>3000 sq.ft. All Doors 36 inch w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36"(w)x 44"(I)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap/Water Temperature 110 Degrees Maximum Boiler/Furnace Enclosure 1 hour or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gus Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 1/2 doors > 10%> 1000 sq.ft. 3/Hour Corridor Doors&Closers Firewalls!Fire Separation,2 Hour,3 Hour Complete/Fire Dampers I Fire Doors Ceiling Fire Stopping,3,000 sq.ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets/Mirrors Handicapped Bath I Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 inch,Checkout 36 inch Handicapped Ramp/Handrails Continuous/12 inch Beyond[Both sides] clv _Active Listening System and Signage Assembly Space Final Electrical/Flex Gas Piping Bonded /Apt-2-\Y- Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. MEP" 1 As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4" , Water Fountain or Cooler Building Access All Sides by 20'!Drivable Surface 20'wide (— / Special Inspections/Engineer or Architect Approval Okay To Issue Temporary or Permanent CIO J Okay To Issue C/C Commercial Final Inspection_11 2712 j -3 Foundation Inspection Report Office No. (518)761-8256 Date Inspection re• est r- •d: c%/ (•S Queensbury Building&Code Enforcement Arrive: \C- 40.M epart: ` am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial • ij' NAME: - (`ie_ PERMIT#: �C3 I 4- / p�- LOCATION: q3 J INSPECT ON: 7(10/36 d TYPE OF STRUCTURE: COm.C. S'10rc UU Comments Y N N/A Footings 16crpOc-J Piers Monolithic Slab Reinforcement in Place i The contractor is responsible for providing protection from freezing �5 for 48 hours following the placement S - CJ of the concrete. Materials for this purpose on site. Foundation/Wallpour ld or-pot-sr-- Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval • Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/ Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building &Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/9/2014 2 -4 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection req?-"�•- -d: Queensbury Building&Code Enforcement Arrive: \'• tb a Depart: V2,5". rr 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: <*_)IN ,� IfIT#: 2-1 � 1 V-�,• v LOCATION: g3 C INSPECT ON: 1' 1 9 I 5 TYPE OF STRUCTURE: C31, • Continents Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. • Materials for this purpose on site. Foundation/Wallpour �C) `� ( Reinforcement in Place \ Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump E0\ Footing Drain Stone: 12 inch width � 6 inches above footing 1 tS ),K) 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building &Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/9/2014 i--IN 2,1 Foundation Inspection Report Office No. (518)761-8256 Date Inspection requ- .. v-'• 11 t 1 !�s Queensbury Building&Code Enforcement Arrive: I- : � ')epart: Z Z2 an‘a 742 Bay Rd.,Queensbury,NY 12804 Inspector's In A NAME: ag-h hrt vt,- 1►-1 I% RMIT#: I —7_k LOCATION: ontatntoot ., C1 INSPECT ON: (4151 TYPE OF STRUCTURE: LAnn rvt Comments YI N N/A06"16,- o , -.e2)c O Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. •Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/9/2014 e Foundation Inspection Report Office No.(518)761-8256 Date Inspection requ . : Queensbury Building& Code Enforcement Arrive: ZcQ: , Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial • VIM' NAME: p_\ E1 PERMIT#: 1 — Z-10 LOCATION: �)S3 ,LTTE P` INSPECT ON: '—LO-I Li TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/W allpourp E6 m �r� Reinforcement in Place Footing Dowels or Keyway in place �?VO��`` �,iJv\ tJ Foundation Dampproofmg L\-kFoundation Waterproofing 4.‘ GT\ Footing Drain Daylight or Sump C--E2) Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Buliding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM t I -3 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection req -st - ed: Queensbury Building&Code Enforcement Arrive: \+ZDa► pm/ Depart: \%Pam/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initia NAME: P "MIT#: LOCATION: s33 I 1 - SPECT ON: 8-i g TYPE OF STRUCTURE: Comments Y N N/A Footings "cU Piers O t Monolithic Slab Reinforcement in Place �`0 The contractor is responsible for providing protection from freezing (77,/ for 48 hours following the placement of the concrete. Materials for this purpose on site. �� \\A Foundation/Wallpour Reinforcement in Place V=T-)\ Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building &Codes Forms\Building & Codes\Inspectio i Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM Z _� -- 6, Foundation Inspection Report Office No. (518)761-8256 Date Inspection requ?, - :i -d: [ Queensbury Building&Code Enforcement Arrive: 2.:-.2_, a r 1 pm iir Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initi.4s-1 //`` I, e rv �,e. 1/ NAME: l'7��-1�1\I� � (� b 'imn,#: � LOCATION: l ? s! T 12; RC)Ore Ci ' SPECT ON: Z. ( i' TYPE OF STRUCTURE: Comments Y N / N/A ootings \/ Piers CT ---Ei\> '4 �-0.) Monolithic Slab ' C 5 \-T- , T Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM 7.____ �," TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Town of Queensbury Planning Board RESOLUTION TO APPROVE SITE PLAN 18-2014 BRETT GARDNER Tax Map ID 296.13-1-20/Property Address: 983 State Route 9 A site plan application has been made to the Queensbury Planning Board for the following: Applicant proposes to construct a 1,080 sq. ft. accessory structure for maintenance of site, facility and company truck. Pursuant to Chapter 179-3-040 & 179-5-020 of the Zoning Ordinance Accessory Structures in nonresidential zones that exceed an area of 120 sq. ft. shall be subject to Planning Board review and approval. SEQR Type II-no further review required; r A public hearing was advertised and held on 3-18-2014; This application is supported with all documentation, pudic c mme ' . application material in the file of record; \ '''- ' \ \ MOTION TO APPROVE SITE PLAN NO. 18-2014 r TT GARAI R, Introduced by Donald Krebs who moved for its adoption, seconded by • . as Ford: 4- i' 1) Pursuant to relevant sections the T Wil of Queensbury Zoning • ap - 9-9-080, the Planning Board has determi i th ` ' yi , oposal satis i •,,e r •i irements as stated in the Zoning Code; 1 f r" 2) Waivers requested are granted for signage, septic, astewater, stormwater, topography, landscaping, land use district, traf flow, soil logs, waste ,isposal and snow removal. 3) Final approved plans, in compliance with the Site Plan, must be submitted to the Community Development Department before any further review by the Zoning Administrator or Building and Codes personnel. 4) The applicant must meet with Staff after approval and rior to issuan of ilding Permit and/or the beginning of any site work. i ' 5) Subsequent issuance of further permits, includi bu ;'ng p s ependent on compliance with this and all other conditions of this resolutio . Duly adopted this 18th day of March, 2014, by the following vo • AYES: Mr. Ford, Mr. Magowan, Mr. Krebs, Mr. Traver, Mr. Feron-, Ms. White, Mr. Hunsinger NOES: NONE ;:.11 :::A:31' • , ' �y33 , wwQN a. r , i V o, 0O N *--- .4 IIIIahillrhllIllfthl 1111 III ., jII2O :J:7 5 201 l •CO n O tI • • ydsZ J'�2N Wig 1�\.•/ `\ W 5_alF Wi U OyOHQ =yi^ Q `�` �" g"w�OZQ: w2 w .9.5i O N i21I°oiel v Q 3� r A � � TOWN OF QUEENSBURY o w W r\�'I '� Gr\r\��� 9 BUILDING DEPARTMENT `'`Q2rw zz Based on our limited examination,compliance * o 8 a g 1-- �- In F,: `� 5(‘ 014 ' 98� POU 9 with our comments shall not be construed as W Z RIM W w w z �}} indicating the plans and specifications are in Ws.,,.. z sy w w KeV q// QUEN5l3UIY, NY 12804 full compliance with the Building Codes of q, 3 '. _ u E O 1 X 361 X10' New York State. p (r) EL o 0 _ .:„_ erk- VE5IGN N0TE5 17E5IGN Ct�17E12IA PAWING INP X o co ... I. ALL CON51RUCTION SHALL BE PROVIDED IN ACCORDANCE PREVAILING CODE: 2010 NYSBC(IBC 2006) I LOVER SFIEEf la r. 2 2 x rn WITH IBC 2006.OSHA,A15C.ASCE7-05.AWSO LI CODES USE GROUP U(CMPORT5.BARNS) I '•` w Q .- I- o AND ALL APPI.:CADLE LOCAL REOUIREMENT5. 2 ELEVATIONS gam t-,- 2. 2.BASE CONNECTIONS SHAT L BE PROVIDED AS SHOWN ON i. DEAD LOW(D) D-2.0 PSF 3 FLOOR PLAN g ANCHORS s. FOUNDATION DETAILS SHEET. 3 - _i. 5.ALL MATERIALS IDENTIFIED BY MANLPALTIIRER NAME MAY 2. ROOF LIVE/SNOW LOAD C Lr) L•-45 PSF V '>. SNOW LOAD C S) 4.., ,FRAME SECTION 8 DETAILS 6E 5UB5f.TUTEI WITH MATERIAL EQUAL OR EXCEEDING GROUND SNOW LOAD pc, 70 PSF W 5 SIDE WALL FRAMING 8 DETAILS 0 ORIGINAL. :MPORrANCE FACTOR Is-0.80 4.ALL 910P CONNECTIGN5 SHALL BE WELDED 6 END WALL FRAMING 8 DETAILS 4. WIND LOAD(W) , CONNECTIONS. BASIC WIND 5PEED Vs-90 MPH SEAL: 5,ALL FIELD CONNECTIONS SHALL BE TEK5'112 EXPOSI E 7 FOUNDATION DETAILSNEW L. (I/4"XI ). IMPORTANCE FACTOR Iw-.0.87 Z'i •i �P��OI A B yr0 6.51EEL SHEAMING SHALL BE 29GA.CORRUGATED GA-V. 5. SEISMIC LOAD(e) =g t co • 1S, 1' OR PAINTED STEEL.MAIN RIB Hf.5/4"(FY-80K51) Sts/SOIg;10 • �1" R`� MEC. 0.29/0.125 §a ® O �..f Z DESIGN CATEGORY B g x l 8 * * 7,ALL STRUCTURAL LIGHT GAUGE TUBING ANO CHANNELS IMPORTANCE FACTOR ;;` '"` E °�' 5" , SHALL BE GRADE 50 STEEL. le-1.00 :f ,I .; > c . .1 g s 1t? b 8.51RUCTIJ AJ.TUBE f52 i/2"X2 I/2" -I4GA.IS ..d :.'3 ;i c g i 3 r-- ';r cr 2..-',.. .,-'�/,11 . LOAD COMBINATIONS: s'-.s,7._i...i::,i(,., :t c u 7 r .`i,y.i EQUIVALENT f0 f52 1/4"X2 I/4"-12GA. I. D+ (Lr OR 5) r � / g B-l v r�� 9.STRUCTURAL TUBE f52 I/4"X21/4" -12GA.910117 BE S`', 1;'i I.'rs�;([ �;j's' �'' 2. D+ (W ORto.7E) / ,, / i zi p $84377 ACCEPTED IN LIEU OF f52 I/4"X2 I/4" -146A.Foe If 3, D+ 0.75(WOR t0.7E) + 0.75(Lr OE 5) rte' F d s L" pR0 p1P' t•:-r .:5. ,' �ESS10 IS A BETTER STRUCTURAL TUBING. --� r 4. 0,6D+ (WOR t0.7E) / g t g =¢o ( ,qi EXPIRES: 1013112015 sons.0 'a DATE SIGNED: AUG 22 2014 . ti 0 0 0 CO N N } Kul O n 7uN H za' � Q d- w O = rs n Q 0 Qi < ,A _.1U7 p o S3Z>v Z SI. p rt,vaE ozzr k k rN GRAZ ca ray'k I' W+ z j.:a Crn!rn¢ o, CP C',T.RtrE 5o' "SH m FRONT ENO WALL ELEVATION RACK WALLENV ELEVATION w '- v z Li- `O J) a_ 0 0 d 0 'S -t -o N. 0)bt m ` n G N0? �� , ..._ PN.CF/LL 0ZfC/ L L Cr CCP S , ,,• RIGHT 5117E WALL ELEVATION - , SCM-E.1/16'•.I. SEAL: � �FAeW Y 0 i- qs ,f y` o < i� �, :107:741.317-.!7'--1:-17 xns'' ACU rN eon az rLF� J, 1<,- CP pRUFESSIONP��� CP Ca•YStE 55' LEFT 5117E WALL ELEVATION E.I/Ib' , k \., EXPIRES: 10/31/2015 DATE SIGNED; AUG 22 2014 r �9 C-- / 1'dl" 1 2•IP• 1 2 oil' 2'-11" / 7-Il' t. 2,I, 1, 2-II" t 1 Il , 2' ,, 2'•Il' t 1-II" , 'J'-II" cs N O .. f—o, li d f to 0 CO 0, O w s rn z ui 0 Q ,n o Zn J 2 -,_eO Cana.Xim o--t- S2 C / z .. \ a !` a • O Oz �-••n 9n —f- ~ W UJ1 ' ti �_ 0 < Q s 0 in rL a s j J S V 03 / / Q an _ 1oyy161yyI o'r oTi' m�_ Y ,c7 Y ` ,.. l /� ; IItII r:;(1110 ot°o / ? yL. e' y s r rte" 2 a^ r IcP o H h. M n' Q m h I Se �(D PL OOP PLAN ANCHOQ TYPE-5EE 1/0.E % I I Q Z �p s[ti,e'" I ANCHOR LADEL LEGEND'iXY) l z ai ' DISTANCE IN iNLHES FROM LENiER OF POS.* �t- u u Wee4 POSE n I /, cauNJ FON SEAL: cauw 000z Poi' �+1c A +oe arena ,� .OF NEW Y �P P�‘ AeU r O • cT1- .5,„ v. if'sc �, r s OA`k RAIL OA%1NL ''� P `�nl'1 2 � P * i'4� o^'i 2 * TYPICAL AINCHOP RETAILS ,' r _ '°r ct 544e.I/2".i• .6;;,,,D4. ` ,(U : I,;�n,,v., ��� 884371 <�C9 COLUMN°85f 2,"501 X 14(A we WI 24"50.x 126A Tire IN%Rf pRUFES SIONP� 6A5E.Ea 2a"Sp.X 12CA lilt: \\-- •:,:l•..-,-e I-r EXPIRES: 10/31/2015 ANCH02'A' A"01 x;"E'ANGt. 51ON/Mena DfS ANCHOR 13. •riax 7"eXPAN5101•4/ wEDGE POLf5 DATE SIGNED: AUG 22 2014 • CaiIM:CI POS' 23"50 X I9GA rug W,/2Y'50.X 12GP,rut N 1' N ROOF WAVER 24"50.X 12M fli O °C DA%RAL 2y'50.X 12CA Tw5 z e" o n NS r',L MACEV5G.X I2 A 11DE N < sr i2 KM MACE 27"X 191 04MI EL Pat sennr,A-5P1 soEcux �,. 5 r ►� CONf�C'CR SLEEVE 2"yJ.X 12GA rlliE = \\\�\ .. FQ2FFStEAER f�p)RENEA,S �-��F1R07F MELl1LP PUd.INS 9"X19GANAIL}lA'J.CkL zz \ 1 A o iiiisw5aAtE lLJ EE ODa+e5 W/(6;•12 F _: LOCAT1CN CO'UER PAKL•5 511E LAS'S EDC°LAPS EL%5M-ERE d\ Z w X'12145=65s 5wz rs"CM b" h"L4 es.. Z Cu sr CL SftratIAMCI eon+ TAGPIG 6"C/C MIN.I 9"C/C 8"Ci C O z r ' WES59C V-EH. FA5IEPERM'E 1EK5'+I2XI"T1.,4NLL5OTV6W/PEGc'I E/51EELW,' l- c O Q O h JDE WALL 5fAn1K6•%e O T— x^eOLLeFOP FA5ILAte ,- 41OLIREN 14 5 O f t IRACE"lE•ArAt1+WEN(2) N *122 X 1"tEC5 5CTf E.5. ,, ^ SY V 1 \ 5Ct WALL Ste4a1646•5Ee 6":G Mum%EEVE• )v N 5f EDLLE°LVFA5TEPEP ( FELD DCAf W/fb)•12X1" Z -' ffQ1ffAiNPS fEC5X1SW5 AS 5,06N CLLUNN P05' 000A APMX[ n a \ rt(rvN Pasr Z DA'<PAL '' CO FKAME PE Z ILIlit SOLE.1, ".,' 0- 2 n = 1_ o Q ' 13A5E MAIC O PEAK.436E f• EAVd.MAWDCACtl POJF o �, o 0 %f4 v 2^:1' 4 AEMDER fill EAIE.MC O VA2I¢" Fuer•1i'w.it Et'CC.511tH vex;IXOTH SDES 51/60042•tri. PEAK 13p.ACE D�T'AII.CD SLICE 1/2":I. '`0_[� CO _ /; � rrn T 0 Y. Om ~ � PEAK DR/'CE rs_ .c4 L0? D; AEAeER r _AL �61 -G v v i/ b. \\1111 1 1 1 1 s• SEAL: VEE MACE OF NEM/ kPs ix A B V, . of P?, i6,'1- b I� i11 ct. CON'EtE` q � ku� f - ��p 08437.1 ��� i' l' \j F 9AM� 5FCTION EXPIRES: 10/31/2015 %A,C 5/16' E DATE SIGNED: AUG 22 2014 • cau+JV PO,f CaWW POST .W:4r:. ^',ir1•1,fs`- Jr Alo Mt, CG tJM'1 POST. 29'50.X 14GA WE W/24'50 X 12GA PDE IMSEef 3 S� 000e POsr 6A`.PAI. 2r"50.X 12CA Tux I- Z ,,.- SASE RrE �' CONNEGTOP S EES E 2"50 X 12 v1 PDE O O Plld-,N5 4"X 14CI HAIG}W3•E,. DOOP P051 2:"50,X I2 & 113E ?.- = Q �' E"YEEVE wei r4v ro �j11410. 11 • '�, DOLrAE FE/VER (2)2i 50.%12Co1 PDe-5f10i WELDED �/ ' 4 BASE ePa Aw AttAOfo / Jr FEADER 2t"50.5 12/A r1DE at � \\ O I0LQI1NN PO01 vili11 E"S.EEVE HCLDED 10 1 '� Al Z (?)>I2(05 AS SChtN CASE.'x M0411/060 O W r0 C2040 POOP 44111 03 COLUMN-13A5 G1AIL O (4)e12 A5 ASSYOVM z I _ XN.E I/2" r S GOOK f3A5E GETAIL O 117 a ,� . N SCA.E:,/7• 5 Q !C� U 0 O 1U1- -+IL 2,11" ,Il, 2''2" T.:I.' ,Ii, 2-II"____1______t_.__2'II.' 7.'I' "'II" +1T, 2'•fl 2'-11" 2.4i. 7'.,1' �` 2-Il'• (�� O FAN I _I _ I I ' ,I I I / COLUMN P�JSr V L MC7.0 E.S:Can >y P •• — JJA_—JL _JL .LL Jl JC IC _ IL __71_. II 2051l7AN z -11-1-----11-11---3,1----.—- ... _ n �. 'TI ..71 71 7L it .. rr 3L'_ 110271E 1tArtR �J1 1211/ A555 .• 0 . MIJ FEX/ERH 14 z / .JC _ _J.L lL ___ .J[._.. 11.. 11 _❑ - II Il if _ 11 .. II .._ll... u H n_ IvJ- C ._ . _ .n___�- n _.. .n n 1 . U [T.5 liooli �M. to >u L !o w:v P05r5 ; r^ti i- �/ CL. -ILO DOM y n O CZ Q c��r—?\ y `' Ip SCES NN.C.IEBD-M. 0 p 0 481- '± C a"`�.Ervv Wet 01C 10 ` .. a.. �J WA0212 M79 Aroo-e0 y 10/12VJ•W 90515/114 1.. ;o I 4)"125O5 A5 14•100.N :`'' p14444 BP$E 4At y ,® D1,T211.E 11074 PON .'In 1174�}2 1 4 Iy--- '�,(( I �- POOR HAG-I?GE1AI 3 v� 3 co co if V-5�' 'I A. 'jl.-7:1( e• 'I S�.q.. 'I 5. �( 5'.7 � 1- SIiV'.E:I,2":1. O iii@ N. 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I' DATE SIGNED: AUG 22 2014 COLUMN P051 27"50rX 14GA•(W5 W/ 2.A"5Q.X 12GA Tire INERT T` E0a MENDER 2#"50 X 126A 11I3e V' DASE RAIL 2i"50 X 12,6A Tlj3E 0 e0en0 WALL P0515 2i"50 X f 2GA TUX p\ = z 0 >2Elz ado�S O PfXv 03 tree kEC21E Faf f0Sf4i6(4) zz oQU O AO Z I= Clr ww= < Oto us�suson* 0 \c`v A•X 2' rJA %:eENf aP. .1.].._ O 2 %E.'.U5*G e00.MemeCC 'O EW W:a PO5f N 115 YY A5 510y„1 IL1 ROOF MEMI3E� PEI-AIL Oi Ili O OZ U w uJ O n 0 0 cau1wP05f scEwx� ' 'I' 515.CAL GM 0.'OP Ill" huh Mr !S'� !t1 0?OY fY98h:E PJd 0s 1 Q ►•� W/;k)=1z 1EK5 R75u`,IYMN `J`� 3 coo oho r7t CrAY�'E 3 �J' ,\ i 1Y tAkV WALL PEONY ENf7 WALL FVAMING I 1- "' w..: e' :,• CO�NEt? f7TAIL O ! a Vs 4- m _ ` °?G � -1 i� ,2 C s h111111111 / EN7 WALL PO5f SEAL: z^x2��%z xieagaPMc,E 1� �OF NEIN E 5'Wit f0 P'JS1AW 6P.�k KFi. ,1 /o* �P,� p,..\...1 ABU,. 0 w/(,).12 fCC5`525 A5 940V .11 OITRM �Y 7: ri ENI7 WALL p05t f7ETAIl 3 , ',I:),Or lik lici y .:-4. 11 1 PROFESSION' rAwEo4r�P 1 g(020a1 Mr 6 I?EA? ENI7 WALL FkAMING EXPIRES: 10/31/2015 SCxE.I/5'.,' DATE SIGNED: AUG 22 2014 COLUMN P05i 2i"`SQ.X W4A TUBE WI 2i"50.X 12GA i1EE IN5kf _� FOUN2Af10N NOfE5 r3ASE RAL 24•"50.X 12GA TL[3E O Q I. MN.SLAD SIZE SHALL DE 50'•5 I/2' x 55 -5 I/2" .0'!' E 5..A;: CO 1t.— 2. CONIVOI.JOINTS SHALL Of PLACED SO AS t0 LIMIT MAX 5.,Af3 SPANS TO 20'N WR'A' $'0 X 7"EXPAN,4O4/Intra DOLTS Q, N \\\ t` EALH DIREC110N. A)43402'D 3"' O X 7"EXPANSION/WE12 30.-IS 5. CONCMTE ANCHOS5`S•IN•L W LOCATW A5 5HOWN ON THE FL00R PLAN(5EE slc0 >2 z t 0 515515). MN.4"55(1 P5*. d O T, I- 4. 17EPh1 OF:LAD TU2N 1OWN FOOTING SHALL OE Gf ATER 11W4 F5051 OEPTH CO.UNN PO$' • • Z � 0 ID SPECIFIED PES LOCAL COVE. CRS E 5,'• I Mir 0 < T y[ N IAN.4"f-. / DAT PAL 1— O e(1 G 5. ASSUMED 50L DEARING CAPACITY 15 TO OE A MIN.OF 1500 PSF. m Q C O 1 b. CORY_e,TE 51SLNGTH f0 6E A MIN OP 2500 P51 a 26 GAYSdimar . •.. 0 —z••c W6XS'Gih%WLDEP b J J WO.M.SNO . r N 1L 01 !� 1 CG.JVN POSE _ n O ••01.. Z - I— m DAT VL . 51 ,�,�a I-^ W z LU 'n' w 3 Iii .V147.1.'Ilia- 1114114111111111ANp1L1f 'S' O N a_ CI Cil k ,h.. 4. QN s T 2 L. C110N VIEW ` � rCD V ', CO � n�S MAX.Mor.b" ii LLUM PO5f i:411 O o X O SF.. 1 :• . rVia..:'' • .. .. a • . J • SEAL: , �'• ° c �P��OF Aso 1"0 1 li I3)"4 FFDAR CONE r 1 ' .. ?, a . •• , • • 1 ik ,..ii.: =,L 1 cr \ '_retia... ;. 41 CONaT i 51.-AP 5II2E EL-EVA-0N C� � sue ;!2.:r �,p 084377 �V R°FESSION ' EXPIRES: 10131/2015 DATE SIGNED: AUG 22 2014 ratkliten• I'ttc)JI TN(l.: SHIIO 13RETT GARDNER 233-14-0533i A `(' ASA ENGINEERING AMERICAN STEEL QUEENSBURY,NY Li x..vnoN (.1\IL•Sl'ItItCC'Ul2AL. CARPORT .......to '• t i••u, 1:r51.Ci!I_1'FE[)BY: (:IIFCKED Bl APPROVI.1)B5': 511":11-1-:. 5911 Renaissance Place,Suite 13 Tcl:(419)292-19t43 LAK OA Toledo,Ohio 43623 Fax:(419)292-U955 ' DATE 1)1TE I).51-1, 06/17/2014 06/17/2014 Entity Color Legend +" a ,:. TS222212GA® I p" a.. , 11*"�* .� CS252514GA� 4 .. r ir.'�r w TS222212GA012El , ,„,...._ . s 1 F`` ib 1° T S252512GA I12� ` ' ift- f' �- .�rr `f...�.. " � ' j� �,! • C401014GA: 4 • ---•!" 410-44. }t�j� ` 44 .4 ��j -At;ile a.. ��.�•` $ r* i Default Plate Color. � '4 /lil/ d ._ 'r• '11 + � Default Solid Colors 0110. i• 110,p0G !• -• 4 :1.44'44.:rte.Ail.,. �, 4 • '.r- .Q -'-.fir• Y , -,.dp "~ .� '*•• ,,.• ,oyr rit�jM1Iv,,�► i". .4...�t'Qw h. 4 , . . ..-„Ldp., � v r-..,,,ze,_`' i,e, '41; '..'.' ��. Rip .�i,� �� .� 331`111' e� '4-, IP 4 4 Ell OPP Aft/SI, 4r, .-144 10:44. . ‘ '''2UVO?.' A9li tO - R *i ',y 1P.:14* '!41 is .•' ..1`c` �' i.0 •it , 0 ,,, 40:41,.. 4F,-Adoi._ ,..„,„._ ....oi ......- 41 A..' ti • ...-, 110.1 10AttilaNiii 41110P411140 - I --.'" 1 Si 411P* # 411111.1:4ppfrluilrooll47#p l, _711-1 0 b , 1 ,: , :--, • i _41 I ,.. 9.O0 ,,, .,,,,,,L k 8.0011 ' - ' ,,OF 00 I. ,`q 1„‘,.% Bti.r p ., 1 "I * I i,. ( y * 35.0Oft 7.QOR _ - - r" • l '.4. 30.04it 'may -,men,,: �•'t, — ` 10.0011 — pR°FESSIONP�`c — ! JUNE 17 2014 — PROM.T. PRO)8':CTNI.).: SIit'rr BRETT GARDNER 233-14-0533 NO.: CLIENT LOCATION. 2/7 I i ASA ENGINEERING AMERICAN STEEL QUEENSBURY,NY CIVIL•S'1'RUCI'URAL CARPORT ie\i t.t«. CAt.CUL'1'Ct?p iSY, Cf KED 8Y APPROVED BY: SCALE 5911 Renaissa;ncc Place,Suite II TcI (419)292-19K3 LAK OA Toledo,Ohio 43623 FAx:(419)292-11955 DATI: DATE DATE 06/17/2014 06/17/2014 INDEX TO CONTENTS 1. SUMMARY: 3 X. APPENDICES: I. BUILDING SIZE: 3 1. WIND LOAD CALCULATIONS: W 1 2. LOADS' 3 2. ANALYSIS(STAAD.PRO)INPUT FILE' S101-04 .. 3. ANALYSIS(STAAD.PRO)OUTPUT'FDE: SOW-18 H. CODE INFORMATION: 3 I. CODE: 3 2. OCCUPANCY' 3 III. LOAD CALCULATIONS: .—.. 3 I. DEAD LOAD(D): .3 2. ROOF LIVE LOAD(Lx): 3 3. SNOW LOAD(S): 3 4. WLND LOAD(W): 3 5. EARTHQUAKE LOAD(E)' 3 IV. LOAD COMBINATIONS: 3 V. MATERIAL PROPERTIES: 4 t �► r 1 .STEEL. 4 - P{.I A8tj t-,,,a! ‘'5'. 'S+ VI. SECTION PROPERTIES: 4 4 t-, !. -t- * VII. MAXIMUM DEFLECTIONS: 4 .. -4. VIII. CONNECTION CALCULATIONS: 4 1. FRAME COLUMN—BASF CONNECTION: 4 (\ A\ -r 2. KNEE BRACE CONNECTION' 5 i \ 1 * A,O084371 IX. FOUNDATION CALCULATIONS: 5 F 1 / JUNE 17 2014 1. REACTIONS ANCHORS' 5 2. ANCHOR CHECK' 5 3. CONCRETE TURN DOWN FOOTLNG' 7 I PROJECT: PROJECT SNI'.r•1 BRETT GARDNER 233-14-0533 ,;t,• CLIENT: LOCATION /7 ' IA A& A ENGINEERING AMERICAN STEEL QUEENSBURY,NY t;IVIL•STRUCTURALCARPORT tit. t.x. C AI C[?LATED BY: CHECICEA 85'' APPROVES/BY: SCALE: 5911 Renitissiinee Place,Suite li Tel:(419)292-1983 LAK OA Toledo,Ohio 43623 Fax:(419)292-0955 DATE: DATE: ' DATE I 06/17/2014 06/17/2014 Importance factor: 1,=0.80 I. Summary: Slope factor: Cc=1.00 1. Building Size: Fiat roof load: pr=0.7 C,Cr 1,pa(>20 psf) 'Pr=0.7 x 1.00 x 1.20 x 0.80 x 70=47.04 psf Length: 35 ft Sloped roof load: p,=C,Pr Width: 30 ft -+P,= 1.00 x 47.04=47.04 psf=S Eave height: 10 ft `Roof snow load controls Roof pitch: 3 1 12 4. Wind Load(W): 2. Loads: `Please see Appendix WI-W3 for wind load calculations Roof live load: 50 psf Ground snow load: 70 psf 5. Earthquake Load(E): Wind speed: 90 mph Site Class: 1) Seismic S,spectral response accel.: 0.275 Spectral response acceleration at short periods: Ss=0.275 g Seismic category: Ea h Site Coeffecient: F.=1.580 P Pot 80 Adjusted spectral response acceleration: Sms=F,5, If. Coda Information• y't Strs= 1.580 x0.275=0.435%g • Design spectral response acceleration: SDs= s SMS 1. Coda: o N.:" -->Sin=(2/3)x 0.435 =0.290%g 2010 NYSBC(fBC 2006); * <<� Response modification factor: R=2.0 l 1 �,i � '. Occupancy importance factor: 1=1.00 r ti_ l Weight of structure: W=3190.00 lbs 2. Occupancy: -wi.r. tear -..e.,!. Occupancy Group: U y• Seismic' � mic response coeffecient: C,=R/1 4408437 0.290/(2.0/ 1.00)=0.145 III. Load Calculations: �,W NE 1720 4 *40%self weight was applied to structure in both horizontal directions. 1. Dead Load(t)): � Dead load(super imposed): D=2 psf IV. Load Combinations: 2. Roof Live Load(Lr): I. D+(L,or S) Roof live load(specified): L,=50 psf 2. D+(0.6W or 0.7 E) 3. D+0.75(LT or S)+0.75(0.6W or 0.7 E) 3. Snow Load(S): 4. 0.6 D+(0.6W or 0.7 E) Peak ground snow load: p$=70 psi' Exposure factor: C,=1.00 Thermal factor: C,= 1.20 PROJECT: PROJECT VO: SHEET BRETT GARDNER 233-14-0533 rug- I i CLIENT: LOCATION: CHECKED A&A ENGINEERING AMERICAN STEEL QUEENSBURY,NY CIVIL•S I'RUC C'URAL CARPORT �intt VAN,3 CAt CI'LLTi D HY: r:}iFCY NU BY: APPROVED BY: S('ni.F 5911 Renaissance Place,Suite B Tel:(419)292-1983 LAK OA Toledo,Ohio 43623 Fax:(419)292.0955 DAM DATE DAM 06/17/2014 06/17/2014 V. Material Properties: p 1. Steel{ 1 ASTM A572 Grade 50 `^"""" Fy=50 ksi SLEEVE Fp=65 ksi FASTENERS E=29,000 ksi SASE RAIL \WEL. 7=4901bs/ff' ---T - Vi. Section Properties: A. Forces: Section A [, 1, Gauge Uplift force in column: P= 1.81 Kips TS'222212GA 0.933 0.715 0.715 12 Max. Shear force V=1.15 Kips C52525140A 0.609 0.409 0.694 14 TS222212GAD 1 2 1.867 3.793 1.43 12 B. Dimensions Properties: C401014GA 0.594 0.122 1.405 14 a. Column: TS252512GA112 1.976 1.71 1.71 12 Tube side: sc=2.25 in OF r` Tube thickness: VII. Maximum Deflections: g,0 ABU,Y 4\ 4=0.109 in -�Ib. Base rail: 2 Tube side: sn=2.25 in 1 1,,,•. * Tube thickness: tb=0.109 in Xmaa Y Ymax --s Zmax x0,A411:,': 180 180 180 (iir :i1 ,T- c. Connector Sleeve: 0.70 0.92 OK 1.35 2.00 OK 0.77 0.92 x � Tube side: s,=2 in rr C� Tube thickness: 4=0.109 in \� 484377 Length: I,=12 in �� ���FESSIO P% VIII. Connection Calculations: .\ d. Fasteners: JUNE 17 2014 Note:See ESR2196 for Hilti Kwik-Pro(equivalent to TW BuildexTEKS Fastener type: HILTI Kwik Pro screws)specifications Nominal diameter: #12 Min.number of fasteners: n, =4 1. Frame Column-Base Connection: PRuJNc r: PROJE T NO. SHEET BRETT GARDNER I 233-14-0533 NO CLIENT tcx nnc,� 5/7 A&A ENGINEERING AMERICAN STEEL QUEENSBURY,NY CIVIL•S'1 RUCTURAL CARPORT �� a l . CAILUt A7Fa7 BY: Cf llil'Ktil)til APPROVE!)BY: ScALI 5911 Renaissance Place,Suite B Tel:(419)292-1983 LAK OA Toledo,Ohio 43623 I7ax:(419)292-0955 HATE HATF DATE 06/17/2014 06/17/2014 e. Weld: B. Dimensions&Properties: Weld size: tw,=0.125 in a. Peak brace: Weld tensile strength: F„a,=60 ksi Channel flanges: sC=2.5 in C. Component checks: Channel wall thickness: 4=0.078 in a. Weld: b. Top member: Total length of weld: 1. =4; Tube side: s„=2.25 in —.1w=4 x 2=gin Tube thickness: p,=0.109 in Nominal shear strength: P .=t,r I,.Fn„(AISI E2.4-3) —,P„„=O.I25 x 8 x60=60 Kips c. Fasteners: Allowable shear strength: Paw=Pm„/S2 Fastener type: HILTI Kwik Pro —+P,w=60/2.35=25.53 Kips>1.15 Kips OK Nominal diameter: #12 Min.number of fasteners on each !side: of =1 b, Fasteners: Allowable shear strength: Va.::0.63 Kips(ESR-2196) C. Component checks: Total allowable shear strength: V,ft=nr Var a. Fasteners in shear: —•Vae=4 x 0.63=2.52 Kips>1.81 Kips OK Allowable shear strength: V,r=0.63 Kips(ESR-2196) 2. Knee Brace Connection: Cyt ) Total allowable shear strength: V,f,=2 nr V,f TOP MEMBER �'¢ p,Lt A t3U Yeo\ —r VA=2 x t x 0,63= 1.26 Kips (1.134 Kips OK C94.P cS' j 0 �! �y . Foundation Calculations: id:4,, • * ”-c� ,t,'i'. - 1. Reactions Anchors: r _�t ( Max uplift reaction: Fop=1.81 Kips 0, ,....?:-..o U.- • Max downwards reaction: Fd.=4.91 Kips KNEE BRACE-' - ,OWM �,a�.��, 2 Max.lateral reaction: Fit=1.15 Kips \. 084371 / Max.overturning moment: M,,,=0.00 Kips-in \�_� 2. Anchor Check: A. Forces: ; JUNE 17 2014 Anchor type: POWERS WEDGE-BOLT+SCREW ANCHOR Max.force in knee brace: ' P=0.84 Kips Anchor diameter: tp=5/8 in Effective embedment: her=4.38 in Min.edge distance: c=4 in PROJECT: _ PAOJEY.7NC).: SHEET BRETT GARDNER 233-14-0533 NO. i I i C41rv'.ri 12-H'ATi i�!� 17 A&A ENGINEERING AMERICAN STEEL. QUEENSBURY,NY CIVI •STRUCTURAL CARPORT •11(.t INH. CAk.L:tt].A7lit)]iv (u!(.:P:tiE)h5 APPROVED DT: SCAM 5911 Renaissance Place,Suite B Teo(419)292-1983 LAK OA Toledo,Ohio 43623 Fax:(419)292-0955 DATE:: DAT': DATE: 06/17/2014 06/17/2014 Nominal concrete strength: f',=2500 psi Allowable tension: T,su_9/In/ 1.6 -'TASD=2.881 1.6=1.80 Kips=F,,,OK by less than 5% D. Uplift Resistance: E. Shear Resistance: b. Steel strength in tension: WN„=(0.65)(24900) fSteel strength in shear: OI„_(0.60)(t 1990) -+ cpN,„= 16.19 Kips --I, 9V„= 7.19 Kips Concrete break out strength in tension: AN NO = 5 Wed,NWc N'Ncp,NND g. Concrete break out strength in shear: VCb - A v' ty v9,,vVb A vco where where Ar,,.„=9 het2=9 x 4.382=172.27 in2 Avg=4.5 c-=4.5 x 42=72.00 in2 Ahk=(c+ 1.5102=(4+ 1.5x4.375)2=111.57 int Ay,= 1.5c(c+1.5c)= 3.75x42=60.00 int Wed.N=0.7+0.3e/(1.5het)=0.7+0.3x 4/(1.5x4.38) yt,d,v=0.7+0.3c1(1.5c)=0.7+0.3x41(1.5 x4) --Vats= 0.88 /to Err,. --►'Ytd.v= 0.90 Wc.N=1.0 4. PLt ABL.� W,p.N=Min(1.5 her/c„,„ co �t'' 4 O1- 1ec=v3.102 -'Wcp,N=Min(1.5x4.375/5= 1.31, 1.0)= 1.0 O Ly ,-....z. d„=0.625 k„=17 * l� ?:, * 0.2 1 '1is _ }I !.5_ �.. .,, t V d-` } d f�cf.S ND =k�if--;'It 143 -17 x 25UU x 4.38 -TT78.32 lbs �� <»� b = J o r" ,t4 dt.=. ,f.' a// -► pN,b=0.65 x 111.57/172.27 x 0.88 x I.0 x 1.0 x 78 Com, '`a:e41+r 2 -► WNL= 2.88 Kips ��2 -.. Vb =7 x 3.102 0.625 2500 x 4.00''5 0'625; C. Concrete pull out strength in tension: 9N,,,,,_(0.65)(4 0) \PN,0• 084377*F.. 540lypti --.Vb=3049.65 lbs -. tpNp,„= 2.94 Kips \ii JJNE 172014 --, cpV„,,=(0.65)60/72 x 0.90 x 1.00x3.05=1.49 Kips d. Controlling resistance in tension: (p N.=min lCNa,rpNcb,ppNp.J h. Concrete pry out strength in shear: Vqp=k<p NSD -+ 9N„=194 Kips -+ 9V,,=0.65 x 2.0 x 4.43=5.76 Kips e. Adjust for ASD: i. Controlling resistance in shear: Controlling combination: 0.9D+ I.6W 9 V„=min kpV V V, so.� cb+� Adjustment factor a=0.9(0%)+ 1.6(100%) -. PN,=1.49 Kips -,u=1.60 PrtojEC T --- PROJECT NO.: SHEET BRETT GARDNER 233-14-0533 NO.: i i cLn.Nr: LOCATION. /7 A&A ENGINEERING AMERICAN STEEL QUEENSBURY,NY CIVIL•Si'1tUC!'URAL CARPORT ?f\+ 14.N. CALCL?LA71J)BY: CHECKED ISY, APPROVED BY: SCALE: 5911 Renaissance Place,Suite 11 Tck(419)2924903 LAK OA Toledo,Ohio 43623 Fax:(419)292-0955 DATI; DATE, DATE: 06/17/2014 06/17/2014 3. Concrete turn down footing: Safety factor: SF=2.00 Width of footing: br =I2,00 in Allowable resisting moment: Ma=M„/SF Depth of footing: d, =36.00 in -.K= 1171.50/2=585.75 Kips-ft F. Bearing Resistance: Total uplift in column line: F„p,,=1.44 Kips Moment arm causing uplift: Mu=k F„,,,,b, Length of bearing on top of concrete: lb=7.50 in -'M„=1.44 x 30.00=43.05Kips-ft <M.OK Approx.bearing area under post: As=hr(2dr+10 -,Ab= 12.00 x(2 x 36.00+7.50)=954.00 in2 Assumed soil bearing capacity: sb= 1500 psf Bearing capacity: Fb=Sb Ab --+Fb=954.00/122 x 1500/1000=994 Kips >Fel OK G. Uplift Resistance: Unit weight of concrete: y,=150 pcf Length of slab: I,=35.00 ft Width of slab: 1;14=30.00 ft Total area of slab: A,=1,b; -►kb=1050.00 ff Thickness of slab: t, =4.00 in Volume of concrete in slab: V,=A,t, -+V,=1050.00(4.00/12)=350.00 ft3 Area of turn down footing: Ar=A,-(1,-br)(b,-b,) -r Ar=1050.00 --(35.00-12.00/ 12)(30.00-- 12.00/12)= 64.00ft2 Volume of concrete in footing: Vr=Ar(dr-4) - Vr=64.00*(36.00-4.00)/12=170.67ft3 Total volume of concrete: V,=V,+Vr NE OF y- -+Vt=350.00+170.67=520.67 ft3 , t � rye-A ,s�rrTotal weight of foundation: W, ye Vt ' �y-•W,=150 x 520.67/ 1000=78.10 Kips (co j. 41 Moment arm resisting uplift: Mb=W,b,/2 ` t,►bo!'!r, �M,=85.73 x 30.00/2=1171.50 Kips-ft 11" ,:li) . .-= ' 2 1 �• .. 084371 �� °FE SIOOk'' JUNE 17 2014 PROJECT. PROJECT Dlo.: SHEET NO.: ' A&A ENGINEERING CLIENT: QLOCATION:: YIL•STRUCTURAL tib CALCULATED BY: CHECKED BY: APPROV D BY: SCALE: 3911 Remii.xace Phce,Suite 11 Tel(419)292-1983 -- Tokdo,Ohio 43625 Fine(419)292-0955 DATfi: DATE. DATE: APPENDICES .� ,<, ti. X... 1 L s0 8 i zo . SO�fxo .aq Te. .41 Ys rt ... NI .4 N.17'Am 44 C'S' IS 1.8x17 36-14 w • '04< T4.013.1405.33.p ma 1"4144 718447-2014 1412 • e4-�160141 ro 4!'7 1wMiAn^1741..201414'12 • Reaction Summary Reaction Envelope Cont... • • • 111111 .4041 V.r1ka1 17Wr 111124 Moolonl • 11{{tieditcrra1 Vertical Narironlat 1 Momsnl • Norio L'C FX 1 FY T 6•2 MX I MY 442 Noce 0.o. FX FY FZ MX MY 142 • Akar Fx 31 7.D.LR 0524 2 fa,, 0.010 0111 r 1 0,000..t.46161 Lir 0401 IL+Ai 428+01 Pro,nl 160.01 144.1 En1 . .000V • 19 Ke toad 7 _ INrJ 16 Load.19 .K>} 007 d 412.FX N9 70.14(1 -1.152 3 412 1766 30"301 0.008 00X7 21 too 05£6 2609 - 0.1X0 0MI 0000 0 i • _...._.__12035 .__._.....-...._...__....___ ._._....__... ._._ Mu FY 73 79.4.1 0035 43114, 4.73 0000 0000 0000 21 •.v Load:7 L0a3:7 - . 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IX A. 16 ty 4 P%4474 P4e0.00 11A16 Issue /41;44001 ('11'1 4x1 7 3.7 7 741.1 1000.000 0720,700 7414 I 1450 40.203 J 1717) 10 1 Set 000 l 512 240307464 744101064 Q.73.1 01X4 00)47 074.60 Hirt 7 6504 1,405 0122 0$07 600 C401174404 740601464 0264 1030 0204 CIa.s*1412 7 0604 1405 5.122 0001 ... ... ._.,,._.......__.73 ...a..._.._ _..._.�__._...... 445 74010144+7 C/Of01V.A7. 0.75^ 0(x3 0714 3.0760 H1f2 7 0.004 5.465 ~..0121 OTF11 003 C431014C40 rCaIi1014GA 0743 1.000 0243 4044#H14 7 0.504 1405 0.7kt 0001 m _...._.,,.._............._...._..307 1 _0000...._.__.�___0_0_00___..._.._ ._� ., _..1 0000'..-.-.._�__..... 540 740/01464 7401077724 0307 3.000' 0397 764740441,2 ", 70.594 446$ 5122 0 15 866 746157441 44010/465 550 1400 0.003 73'11507 KIR 7 0594 1.405 0121 0001 0,000». ..... 551 7401014701 6401074(45 0.300 30010 0 700 Chow 6473 7 0594 1105 0.122 0001 • ..000 7401014704,7407074475 0240, 1420 0,118 C2.wO 441/3 7 0504 1.40S 0.722��. 0907 .-._b...... ..__.____.___-__...�___. 654 740107440 040701464 0:280 VOW 0880 714124.64112 7 7.534 i 40.5 O 1,72 0001 ' 647 "7.40101464 j 7401014W 0'#40 t 000 0306 Cia4a*141.2 2 0 414 1.405 0122 W 0001 0000_., 000_0___0 .. ._....0501. 557 74010140A C401014�4 0 374 1004E 0 574 04,44 HIR 0004 1405 0 122 0.001 605 740101404w 4140101404 0206 1 000 0068 04.441.01-1- 7 0-9-5; /405 0.122 Tai 5611 6801014730 745707434 031? 14773 i 0317 C5644w102 7 0554 1405 0.122 0 00 698 7437014700 i 7401714(15 0247 1000 0.2241 74744744/32 I 7 0504 1402 7.122 0001 563 70401014134 5431014735 0304 7.0771 0364 046.111'2 7 0054 1405 0172 0001 701 7001014(74174010145.4 0147 1000 0.147 426344/41.2 7 0544 1.4 � 0..122 0001 566 040101404 0/0007434 6.322 102x3 1 0 302 130:00 4412 64 7 0 594 1 473 0 122 0 071 704 4401014 30401314W 0 164 1 1.000• 0.784 C1e*.441;2 7 0 564 7.405 1 0.122 0007 540 740101464 740707475 032: 10001 0327 49049111.2 7 x581 1405 01221 0001 707 74012214W1 I CH)/074404 0212 1.000 0212 7100246002 7 0.504 7.405( 0122( 0001 572 7040701440 770701440 0118 7700.11 7.116 C14w4*H12 1 0.574 1.465 077} 0001 710 040101440 740131464 9 240, 1000 0740 C45*0 7112 7 0594 7.450 t 012? 0007 520 44010/444 6401014450•3220• 1003 0.720 CIAwe 1112 • 7 10.531 1.405 0.172 0 001 713 640101441. 7101014147 0.257 1.000 0 257 0000.4442 7 0 594 7.475 1 0 121 0001 570 640101417* 7401074040367 1.001 0387 Chats H72 7 0.504 1.406 0122 0.007 716 040103444 1745101434 0333 1000 0333 Clam 641:2 7 0794 74151 0 172 3 0007 7561 64010147+5 740151441* 7344 4 1"5006 0.144 01561112 7 0.544 1.405 0122 0001 710 C01014(*7640101434 0279 7.000 0279 00000 H12 7 0594 74051 01221 0001_ 064 00101464 4401014W 0.52271 144.4 1 0527 0471306441:27 0544 1 405 0192 06011 772 C40014401 040131444 0171 1.000 0.175 0070.4410070.0070.441002. 7 0.584 14051 0.122 7 0.001 34 547 040101435 7401014 0.227 100001 0297 CA140104112 7 7.534 7.405 0122 0,7177 • 725 C4*1111O641040101441 0.237 1000 0233 70440171,2 7 0584 1405 01221 0.007 080_ 640/01465 ('4010147714 02631 4.0'7`' 2.263 CswuHL2 7 0_504 _1.405_ 01222 000% ' 738 0401014441740301474 6106. 7.000 0.196 C.442204t172 7 0554 1.405 0.122. 0.001 703 64010t47A 740701461 0197 10001 x1.157 C2wwH12 7' 7.0_ 100 0172 0004 731 740101441 14401014W 0.221 I. 0-223 7177417#473 ) 0.904 S.NdS`� 0.1027 0.001 0146 0,40103474 640101464 0.147 1.000 1 7147 6904*1172 7 2084 1.400' 0122 000 734 743101464 1246477474 0.240 15003 02861 C3400.2002 7140.596 7.447 I 737231 OAOe 6,6,3 740701474 74310443/ 0 7.004,2 61 0624"74060741.2 10 0054 7.405 0122 0.5,57 437 0477014,44 I 7401014440.256 tow 0255 466050 HSR 7 9.54 7,465' 61721 5601 002 4401074W 46407074704 2704 1033E 0,204 64.71e147,2 156 07304 1.405 0,122 0= I 740 7401014414 740107440 0246 1.000 0246 05o*4472 7 05547+705 31721 0.001 6410 23401014W 7401014331 0282 1.0001 0.262 (05w444372 7' 31744 0406 0122 5051 743 C4010E4(45 j 7440101444 5 240' 1.000 0240 66.44641/2 7 0.594 1405. 0.127 3001 665 740151401 045101441 0374 1.7343 i 0370 670407112 7 6.793 1.405 0.122 0401 _• 746 0821074134 i C4&7014135 0230 1.000 0230 623014 W(2 7 0564 14051 7 173 0007 416 6.4010144A 040101464'0347 1.0001 0397 Ctr460iii 2 7 0594 1.406 0.122 0.0011 749 740157475 7451074474 0204 1600 0208 C44440141.'2 7 0504 14007 0120 0.001 ' 814 6.40701464 740101,141 0.345 14001 0.345:096011122 7 0.694 1405 01220.4041 752 64010746* 740101464 0221 7000 0221 7054444172 7 0594 110571 0.122 0001 517 740101464 6401014(34 0291 00(0+ 0291 Clause 1110 7 0.5.4i 1.606 0182 0001 765 7401014134.7401014(34 0.766 1400 0.746 784.4112 7 0.504 14051 0.772 0001 6207 040101464 040101435 0 347 1440 1 5317 Cause 1442 7 n 594 t 405 0122 0 001 i 778 447101170 l 0801014w1 0.313 1.000 0.312 Chas*44_:2 15 0.594 1.435 1 2 122 0363 523743/014 7401014(14 5362 1..000 1 0 362 71000141,? 7 0.594 1.05_ 05 722 0 00) 761 060301474 16.40701464. 0 317 1.000 0.317 Clk1*440 2 7 0594 7.4001 0.122 0-001 71 • 011 040107460 C401514W 0438 Iwo 0 OA36 Cfaa.441.2 7 0.594 1.400 0.122 0 001 • 764 04010144A 1 6401004t0 0.233 1.000 0233,Ciwra H12 7 0.594 7.407 1 0152 6001 025 04070747 64010143* 0.9,13 1400 0.603 C4604e 64112 7 0.594 •� 1.406 8.722 075011 7E7 74710.45441 7401014704 0313 1400 6.310 E Ctuw Hitt 7 0.504 1.44 1 2,722 0001 ..,,°w ---,..- 4401074400 6407014'4 0.531 10001 0531 Cie+c.H112 7 0354 1.405 0.122 0003 775 043151400 701014071. 0.254 1000 0250 aux*H12 7 0.564 1.4751 _0.12_2 0001 735 6401514174 640101132.-0.524 0OFA0' 0.524 Cauc.ma 7 5584.,-.- 405 0.122 04.31 773 640101444 040101414 0354 00001 0.364 04164007372 7 0594 1.4051 _4.142 0001 8304 74010440 740107480 0,407 1,9 0,497 604.1.HI. 7 0,581 1.405 0.122 64173 776 0457574741C401014GA 0.373 -7600 0377 70.400444132 7 -0-504 1.4*5 0.327 0007 .• �.. ............._ .-- ! 0000. _0000 _.._.._....: _•____.__...,.._ .,,-._.. +0000 t40 CWtO746A 701014774 007 7, 9.147 (aux 441/2 7 04)4 PA65 0.122 0057 . '770 C407014Ca4 4401014.44 0.378 LOW 0379 0.34060 117.42 7 OSW 1.406 0122 00,1 _..__._....._.._......__...._...•................_.___..._...._....„0_000.._..___...._.__.._..._...._..._._...__.....________........._..____....__....�..,._...._.._.�....._ 644 C4010143A 701014734 0374 1400} 0.37: 700077 Hl2 7 0.504 5.465_ O.tT2 0.007 :0 041014434 0Mt0746* 0194 1,000 0104 400,40 104 7 6594 0405I 0,723 0001 615..... _,000 00_0. __000_,0. _. 047 C40101400 040/01434 034414 1.110 W 0344 Goan.44172 ) 0.59/ 1405 01272 0001 785 7411014414 74010/4764 0207 1 000. 0283 4/60544172 7 0504 1.405. 0.122 _ 0001 664 740101404 70101440 0221 :OWI 0266 4344we11107 , 0594 1.405 0 122 0061 _00- '.. r',�,. 799 17401.13144 0 740101441 0380 1.000 0080 7062441462 7 0504 1. I 0.022 0001 653 74010746A CW10740A 0425 •000; 0425 Chuv1402 7 0594 7403 01U' 0• k701 740007460 :.40101462 0.465 1000 0.465.2.10244 H02 T 0524 16651 0.722 0001 056 74010748 6461514,o* 0207~1940 F 0257 73714.1162 7 0554 1.405-_._0.122 I] _._ -, p�1 a�U. )., c+t:iisc4�calioi4c�`o.ztii4iou 0203 c9s6H!ri 7 aces :.7167 0122 6001 854 740101440 C44101430 0.322 1.000[ 0.322 C1404 H1/2 7 0.914 1405 0122 l0;,R„Si, 1,9��7,2 04530/4454 040101464 0222 7400 5222"7666.4432 7 0504 7.405, 2.122 0201 $02_•'C4015146* 74010745,'. 0285 10331 2265 CYw41414 7 0554 1405 0122 411110:0'. , :477 49307405 0010146* 0340 1000 0342 31702044:,2 7 0604 1435% 0122 000% 655 C40101034 040101401 0240 1000 5.244 1534444 NM 7 0.504 1405 0.772 IMF �•, ;"4'101474 00101444 0406 1000 0406 Com•1002 7 0504 14051 0122 0001 668 740163440 040101484 0271 1.00,61 C2T17 CVwe1112 7 13 504 7.405 01z2 ,al 41 .:� 76747A C4010147A 0.766 1000 0265 (.1607.H14 7 0104 1405 000.1.0_22_01_ 0007 671 671 040101461 4401014435 0.275 1474 7 0275 Caa4.H12 7 415,04 1.405 0 122 'a 1 ^7646 _ 071 000 1 101a,�iA 7407074034 0103 7066 0.785 Cxa.6.Ni12 7 OSW 1406 0182 0001 57=_.,4 C40;0,440 4401014(64 0.202 7:0;0 It 0242 71444 H1.7 7 35944 '405 040. 70441 Iyt x44,(1'7' ik 25,•1014(54 1�','3374(}2. 046373475 0742 7054 71702 615444 HI.1 7 0.544 144'6 0.1..'2 0.001 077 800101404 640101435 5263 two 5282 GLua 411,2 7 0654 �_-1��__._ 004 0401 It1 633 1 1r 1714(54;3340107431 0540 1.759 6506 04x170412 7 0291 fes, 0 122_ 0077 a a 484317 j `,'., , ste Q2�7 JUNE 17 2014 95.6 5.. �. Y,.+� '71.0.4 A« ' 033140533 SO 15120 1 � 033.14-0533 SO 16120 �454.._w5.«. ^ 1ti .. rcw...4109• - ----- r� --_.-- - ••• r«Ivo Cav+w r s.•>.Barn 490309 00 . 45 1A1, C.46:17.2014 •,.'",•,.'",OA 4 1740 0..0191722014 1002 OA 0000 100040.015,00:C910304C910304 ' 033-;4 353 f 3 00 1 •" 1:.7.002014 1334 0111 A-wtrar.5003.CA-parts 4-033140533.511 15"`-".17.00 2014 1334 Utilization Ratio Cont... Utilization Ratio Cont... 60191 AMtys4 0,o1pn Actual Mlovnell 1(4114 4I11394 170 A4 b ly I, Swam Analysis 000100 Atlual 978946 Hallo C4943 1/0 At II 1y I is 11'08807 PIao4P1 Haw Raw Ac7.013,00 I t^11 000, 0 I lr.'I P 0947711 Properly 1800 HUM M4'A8+7 _ 107 Ino 1.91 0'1 818 0407074007. C401 014474 0270 ?.000 0.275 Q4940H712 7 0594 1 44 012: 0001 1001 755222126 1422731273. 0214 1.000 0214 4/42441(72 7 1067 3793 1433 1079 ... az 04010143 C4010140A 0 171 _...i 000 0.171 Clause H12 7 0504 1409 012?«�-0a too 1522221211 T`.i?cm2'.i. 0073 1.000 0173 C4w9 Hi/.. 867 3.793 1430 1.070 .....32_.._.104._._. 4841(72 ,-_ x.__.0:0..._.._13__16_..59.,__..._-1111 324 G07tlia4iA 045101449 0261 196(7 Q281 C'YupH7:2 7 0,594 1105 0 122 0041 1067 1=221247 75,74'22124 0136 1.000 0136 C1304001102"1 7 11187 3797 1430 1071: - 827 040101409 (40101464 0533 1000 0533 4044 H12 7 0594 1.405 0 122 0.001 1070 752222103. T52222124. 0.154 1.000 0.154 Clawo 6102 7 1867 3793 1430 1070 030 0481014,19 04010144l1 0162 5000 0267 114911 HIQ 7 0.590 1405 0122 0-001 1073 151221124 732222126. GISt 1900 0141 010409042 71 1867 3703 1.490 1070 831 04090140. 04010149A 2301 (000 0.291 0104.102 7 0594 1405 0(12 0041 1076 75222212E 152V2(24. 0110` 1.000 0(10 Class 91.2 71 1667 1723 1.430 1070 836 04^101449 C4010I4GA 0 439 1000 0.439 G1t004 H12 7 0 594 1405 9 122 0001 1071 752222124 0,000,120. 4101 1.000 0191 01944(112 7 I 1 867 3.713 1 430 (070 831 040701434 0431014(08 0.578 +007 0.576 CAWS*/11.7 7 0594 0.406 0 122 2001 1062 157212124 15.222120. 0.125 1000^ 0115 C43.41.184/3. 71 1861 3783 1433 1070 942 (.40101464 040101448 0257 1000 0257 440341(12 7 0594 7.435 0122 8007 1065 152372124 752222126 0,126 1.000 0126 Chis 141 71 1007 3793 1.4301 1.070 945 049101447. (.40101339 0144 1000 5.144 C4.22•01.2 7 0.534 1.405 0122 0001 1088 15222212E 76.'..222(24 0157 1000 0197 G04041(72 71 1867 3793 1434 1973 048 4018(467. 43101444 0325 1003 0325 044.9 H1.7 7 0534 1405 0122 0.001 1097 15;2+2120. 1*910124 0081 1930 0011 CAIor 74172 7 1007 3793 1190 1070 85' C43'01404 C40101404 0402 1.000,t 082 418444 4402 7 0594 1405 0.122 3005 1094 75222272E 11$2222124 0.135 1.000 0 135 (22.00 111.0 7 1 007 3 703 1.430 t 070 654 040101409 040/01409 02:6 1 0)3 1 0.250 04004117.2 7 0.504 7.405 0127 000+ 1097 152222120. 13 322(24 0.107 I coo 0 107 4 C4441 01+7 13 1 667 3 793 1 430 1 DX 557 64010/444 043107444 020.1 1.047 2203 080,1412 7 0594 1.405 0.132 0001 1100 152222(24. 132222720. 0.132 1,000 0132'CJ.us1012 7 1867 3793 1.430 1.070 _. ._._... 44172 ---•--..- 7160 C40101441, 010101409 0295 7030 0.295 040301 1(12 7 0'041 1405 0.722 0901 1103 7972221'14 7921221211. 0079 1000 00%9.9Clauca loci 7 1.867 3773 1,430 1070 861 04010140+9 fyJ7014GA 11.473 1000 0.423 040311 111,'2 7 0594 ?.400 9,122 _ 0001 11(76 7527,12126 7522221£71 OO:iJ 1.000 0.033 0141440 HIR 11 1.667 ].793 7.130 1.07. •�066 0401014008* 543101469 0.220 1000 0.220 G4us01112 7 0.594 7405 0.122 _ 0601 1(09 797222474 752222120, 0.090 1.000 0.000 C46491412 13 1007 3.783 1.430 1077.- 650 077689 540101404 040101409 0.110 15.000 0,310 5111,1112 7 0.1342 1.400 0120 0001 1112 152722120 15222212E 0986 (COOT 0084 Ctuot H7.2 13 1867 3.793 1.430 1,070• 872 040101438 CW1014GA 0301 1.000 0301 C4990 012 7 0534 1406 0122 0001 100 152722120. 157222(24. 0949 1.000 �• 0049-129(00!H1.2 7 1667 3.793 1.430 1.070 0._ 875 04010(409 040701449 4 12 40701449 0331 1000 0321 (.79011 7 0.504 1.405 0122 30151 1116 2� TS2222(2G. 152154i 0075 1300 0075 0294410.2 7 1867 3783 1.430 *370 tl7B C43101446 040101404 0255 1 090 0235 40400.H12 7 3.084 1.405 0.122 0031 1121 75222212 752222124E 0107 1000 0162/440369 4402 7 1 007 J 793 1430 t 070 80: 1044100407. 040101469 0270 1 043 0228 28,50 1112 7 0.504 1.405 0.172 0001 1134 /52222124 152222124}0.212 1 000 0212 CW,i 1@1.7 7 1 817 3 733 1£3C 1E00 884 (.10107160 5,4010(40.0 0219 •003 02:9 Clause 30.2 7 3594 1.405 0.122 9001 1177 797222124 T522112124 0119 1000 0199 C044.H12 7 1967 3793 1430 1070 687 40101444 CA0101443 0319 1030 0.390 C34**s.H12 7 0594 1.48$ 0171 9001 1130 752022124 1(2%7126 0207 1.002 0237 CW4r1('22 7 1667 3793 1.130 1.070 890 CA01014434 010101144 0241 1000 0241 1019.0.•311.2 7 0594 1.605 0.122 0.001 $133 79222217E 192/22726 0.244 1.7700 0344 019105H12 I 7 1967 3703 1.430 1070 BO 043101464 40101444 0634 t 000 0.630 040359 H172 7 0 594 •.405 0 127 0.001 1136 15722212 752222124 0.107 1.000 0(67 40*044 H12 7 1.867 3 793 1.430 (070 1001 15722217E 152222124 0134 1.000 0.134 Clause 1(1.2 7 1857 3793 (230 1070 019 152222170. 7(7227(34 0.215 1000 0215 01304 31*2 7 1867 3703 1 430 1 070 1001 79222212E 73222124 0115 1.030 0115 0,19014 3102 7 1207 3.793 1430 1873 1142 152222124 152222(26 0,167 I. 0167 42819401.2 7 7867 3.793 1 430 1070 1007 137232176 752722126 0107 1.4013 0,10% 0015!6117 1 1 867 3.793 1.430 1,070 1145 TS2222120 102222124 0240 1.75O 0246 4384e 1112 7 1867 3.763 1.430 1970 6111._ _. 61 3916 1070 140721X. 221 7527221 0064 5.00) 0.064 2409,1402 1157 _ 3.793 93 7 1,134 1970 11* 46 Ts2za12E 752222)2(1 0,164 1,00 _ 0184 CWAr 1(12 '< *867 3,703 1.430 13070 7013 757222120. 732222124 0025-..1000 0,025 444591417 14 786J� 3.793 7.430 1070 1151 733222170 T52222(24 0,244 1.000 0,344-04090.012 7 1.857 3.773 1.430 1070 x.._6.16...--�. 222124._..3_._...«...._..._.._.......__0.082 Cas_..._*�..._..... ........_....1.7_.. , 1412,_..__...................._....�............__..._.-. 0 - f018 7522221.9'.1. 752222126. 00&1 1000 0.082 020351 1(12 1.88] 3.793 1930 ID7C 1154 771222.110 TSarra72G V/'S 1.004 4.175 0191091(12 7 5.867 3.70:1 IA30_ 1970 ....._._1._._.._....___..3124. 75__.._....__...'12!-..1.000 0,128 Clam 7 (.857 3.793 1.430 1.070 1157 792722120 15222212E 0.222 1,000 0.232 6109430.2 _._...7 1867 3.723 1.430 1.070 (410 792721724. fS27YL521i. , _._..___..75 _._1_.30.1...,..-..-1.70 .. _ 033_....._...._.._7_ _._.._..._ �.._......__...`...,�..�� 1071 752722120 752222124 C 117 1003 0.117 C9A:2N 1(12 7 (E87 3790 1.430 1.070 1160 767122120 1522227204 0.164 1.000 0184 Clause 01;2 7 1 847 3793 1430 /070^ 1025 152222124 152222126, 0 133 1.000 5,733 04640 1(1/1 7 1007 3,793 1430 1070 _1153 752722170 157222(&4 0349 1000 9240 C4w441(12 7 1667 3793 1430 1070 1024 15222272a 752222120 1.159 1000 0.159 004 4447.2 7 1867 3743 1,430 f 078 116406 713212212G 70012221246.266 1.0006 025 (.5844 1(12 7 1967 3793 1.430 1.070 0D31 7$222272 15727212E 5 205 t 700 0206 C16.19a 1(1.2 7 1647 3.793 1430 1470 Ilpy 782222174 7522123 0281 1000 0761 (18841(12 7 188: 3793 1 430 1070 1034 122272124 1,222212E 0158 1.000 0166 CW41111.3 -1 1847 3793 1430 1970 .-,'.-ii ttyy".-,19�� I1 161222184 15227212 03117 1000 0.316 CWa0 H1Z 7. 1,847 3.703 1.430 1070 70071522121M 792222124 3184 1000 5.184 0.3.419 711.2 7 7847 3793 1430 10',y9a�• r'� ^'4 +✓y V`\\\\��'�tI2G TS21.ct7;a 0297 1000 0297 CW4a Ht7 7567 3783 t RTp 1.073 1040 155720126 /22222124 0253 1000 3753 CI8a.H(2 7 1647 3703 7430 ':y p%,l ABU V 118922(74 152222126'0303 1.000 0303 ."1.00381(12 7 1467 3.793 (430 1070 5043 752222124. 752172120 0212 1.009 0212 0944 H12 7 1867 1790 1434 •1;Q. IhS_•' 11812217, 75222124.0232 1004 0182 C41a.4412 7 (867 3 713 1 430 1070 1048 1522221271 757122776. D 14 W.44 3 1000 0(94 C111.2 7 1857 3.703 1 430 -9 (71` 174 752222126 0203 1.000 0202(.46644 812 7 1867 3 793 1.430 1470 1049 152222120«152222720. 0219 1053 0219 544.1/412 7 1187 3.793 14%`/ 8 1 •5,,..y '7... �''..'424 75221212E 0209 1.000 0206 Clause 101.2 7 1W67_ 3773 1430 11179 1092 152222/34 152222(24 0 766 1.000 0 1St 5,4useH12 7 1307 3793 1130 / [1jJ el II • 4F..-126 154271124 0 120 1.000 0 m '.44.4447: 7 1867 3703 100 $070 1055 1572221213 752222126. 0 700 1 073 0200 571u1.e 1412 7 1 867 3 793 1 430 11 1 070 1';. 1111 I,.100.1 752222(20 0209 1 000 0 239 C69a14472 7 1 967 3 793 t 430 1570 1058 1555222126 792222124 0 109 1.003 0191 C,404.7/1.2 7 1867 3.750 1 430 1 977f7 1/ 1t 24 465 1110 112212E 1 7322221 0109 1.009 5164 Ow*1112 7 1667 3 763 (430 1979 I ,[l I I (P, . 4 0843'1? R. S t0� JUNE 17 2014 i 0 • 93235 (h. jr 4_, 0.01. S+uK b 00 033-14-0533 SO 17/20 1 033-14-0533 I SO 18/20 4-M 4165♦ .v b..219439:900 00 •.31701714 000 237-403 00 ._.._-._ : A 4A14 -».�.4001 21770014 00120 6'LAO °°°0671370014 1:1.1.04 • 0070 An00040573e1 C03700,4 1.1033.160633$8 1tn077ti''17 1•7900.7014 13 3 4 01,07 e100.0006010000000010 1"433.1445314-:0 1E40.0'00 77.,0.00314 1514 : Utilization Ratio Cont... Utilization Ratio Cont... 1146m Am05913 Oe•gn 001114-1 A1Io300011 P111. Ctiw• UC 6e h 1Y Il • 4eam M+•'Y61• 04.599 AGWI Ns.aabt nitro 3011743 1.7C /lx k 1. 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')1.570 t- 052020140 i CS2525140 0 293 1000 0 280 046.3.E 7'. 0 601 0 604 0 404 0001 E SI JUNE 17 2014 r to THRU FASTENER INFORMATION IMPERIAL RIB® 36" Coverage 3, n .4 4 _ +n - 1 9. _._.41 SECTION PROPERTIES TOP IN COMPRESSION BOTTOM IN COMPRESSION PANEL WEIGHT Inc Se • Ma be Se Ma THICKNESS (PSP) FY(KSI) (944/MW (INs/tt) . (Pap In.) OWIrt.) (l Wnt) k4 0.015 0.70 80 0.0103 0.0183 , 010.0080 05165 0.5938 0.019 0.68 1 60 0.0135 0.4218 , 0.7829 0.0079 10189 , 0.5780 NOTES 1. Sethi properila$shd stlawabde shzti s are calctilided in accoeddencs with enc 1988 AIS(itpecifIcabons for lea gauge atuc$ural mambos. 2. br la kr dallietiOn determination. 3. Ss is dor bending. 4. Mt is alowsbis bendig movement s. Al wa m an toren loot of panel Wilt% ALLOWAS1 E UNIFORM LOADS(PSF)IN POUNDS PER SQUARE FOOT Spanlype Lead ; 1.aa 11.50'2.00 12.50)3137 13.5014.00 14.80 15.80 1_450 18.00 18.98 17.00 [7.8018.001 8.50, PoistthliVVInd 520 231 130 83 58 42 33 25 21 17 14 12 11 0 a 7 Nosedive Wind 528 233 132 84 59 43 32 26 21 17 15 12 11 A 8 7 Single We 390 173 98 52 43 32 24 19 16 13 11 9 a 7 6 5 • polapgon*M 601 800 267 113 68 33 21 14 10 7 5 4 3 3 2 2 1 Deflection kJ2,4g_ 57$ 20S1 84 43 25 15 11_ 7 5 4 3 2 2 2 1 1 PgaFOve W7n6520 238 132 84 39 43 33 25 21 17 15 12 11 D 8 7 _ P4egatfw WtnO i $20 231 130 83 53 42 33 26 21 17 14 12 11 9 6 7 • 2 Span %Jy4 10 176 99 53 44 32 25 20 15 13 11 9 8 7 5 $ 17411611C1016/180) 1974 555 234 120 0 44 29 21 15 11 V 7 5 4 4 3 Oeffection(t./a401 1406 415 175 ss 53 33 22 15 11 8 7 5 4 3 $ 2 Powe Wino 660 293 165 106 73 54 41 33 26 22 15 16 13 12 10 9 Negatire Wind 650 289 153 104 72 53 41 32 25 21 18 15 13 12 10 9 3 Spat Live 435 220 124 79 55 40 31 24 20 18 14 12 10 9 8 7 Deflection V160) 1488 435 184 84 34 34 23 18 12 9 7 5 4 3 3 2 _ De06dioo(112404. 1121 328 13$ 70 41 26 17 12 9 7 5 4 3 3 2 2 MEMIll ALLOWABLE UNIFORM LOADS(PSF)IN POUNDS PER SQUARE FOOT > Typ. 1 TYPe_ 1Jw11.60 1200 1 f xoo 1 a.ea(4.00 4 01 a..o9)s.So 1 r oalam 1 7.60 7.so j Loo tam au PoslBve Wird cos 309 174 111 77 57 43 34 25 23 19 15 14 12 11 10 thipiiire Vied 803 266 151 96 67 49 33 30 24 20 17 14 12 11 9 8 Sina8 Live 822 232 130 84 58 43 33 23 21 17 14 12 11 9 6 7 Oelteaden 1180 350 146 76 44 28 15 18 9 7 a 4 3 3 2 2 Detleellon Lt2 185 262 111 47 33 21 14 10 7 5 4 3 3 2 3 1 PoaRtva 803 258 151 96 87 49 38 30 34 20 17 14 12 11 9 8 Negarttya W�`an-d 08 309 174 111 77 $e7 43 34 26 23 19 15 14 12 11 10 2 Span Y� , 432 301 113 72 50 V 2B 22 18 15 13 11 0 8 7 8 Dsflactian tVt¢G! 1663 45/3 208 106 62 39 25 18 13 10 8 6 5 4 3 S Deflection(112401 1248 370 155 80 46 29 19 14 10 7 6 5 4 3 2 2 =Wind 753 335 188 121 64 61 47 37 50 25 21 18 15 13 13 10 r�Wind 870 387 217 139 97 71 54 43 35 29 24 21 18 15 14 12 3 Span �t�:v. 565 251 141 90 83 45 35 28 23 19 16 13 12 10 9 8 Deflection w 1303 388 163 83 48 30 20 14 10 8 8 5 4 3 3 2 0el1a an(1./240} 877 290 122 63 35 23 15 11 8 6 6 4 3 2 2 2 NOTES: 1. Scctton properties and a9owable stresses aro calculated in accordance with the 1904 A1S1 specitcateons for tight gauge sbucurad members 2. Steel strength of.trim f8tMer panels is 80 K.51 minimum yield. Steel strength of concealed panels is SO KSi minimum yield. These cvrtrorm to A5114 A635(galvanized and x972-94 01thitume485- 3. Value shown as altarnble!acts are based on paned covering three equal spays. Multiply by 0.8 for two span atowabie loads. 4 Alawsthle loads for wind have been stcreasecd by 33%.Panel welgtrt has not been deducted.Marsnurn bearing length must be checked- 5. For sgrccrttural structures,the UBC and SBCCI building codes require a minintun of 10 PSF roof Ilya loads. 8. Dcilectlon load*are 8mited by a maximum deflection ratio or 1/180 of span. TF-4 SUBJECT TO CHANGE WITHOUT NOTICE EFFECTIVE TICE JANUARY 1,2000 Brett Gardner June 17.2014 ASCE7.05 Local Information Project Name: Brett Gardner Wind Dir. Exposure 1 2 3 C i 4 C Basic Wind Speed:90 mph Topography:None Optional Factors This project uses load combinations from ASCE 7. • Location:Queensbury, NY OF NEty By:LAK �Q P‘.1 A aU-r()'t, Start Date:06/17/2014 P 9CO s '� 3 Comments: * e1 ,�i'�r 1 i 111 084377 <„+•"FESSta`AL ;SPREADSHEETSWrtndioada t8h wK WLS4--X1.81 CoDnoght 6i 2920 S tna. JUNE 17 2014 Page 1 of 5 Brett Gardner Jure 17,2014 Brett Gardner June 17,2014 ASCE7-05 ASCE7-05 Section - Main Section Composite Drawing Enclosure Classification: Enclosed ! -2 Building Category: I Wall ;Length(ft)IOverhang(ft) 1 35.0 0.0 z 2 30.0 0.0 LIP 3 35.0 0.0 —w.._....___ 4 30.0 0.0 Wt A fl W3 Eave Height: 10 ft Parapet Height: 0 ft Parapet Enclosure: Solid W4 Roof Shape: Gabled E"' "+ Roof I Slope(:12) ' r , `, A a 3 4 A&B I 3.0 A 8 -_ _.. W1 WI W3 - W4' W3 W2 i j i ,1,,,,,,--1:P� Ptt A 80.1:0 41, �y WLS4-- tb ,, ( J CopyripM sd 2020 SDG,Ntc. Page 2 0!5 WLS+r—(1 AJ Copyr!ph.1 Z�2020 SDG.Irc. vic •!i9�i ,I' � ! Page 3 of 5 �( �U ycPF p 084371 ��42, OrE'bVIP JUNE 17 2014 Brett Gardner June 17,2014 Brett Gardner June 17,2014 • • ASCE7.05ASCE7•0S • MWFRS Net Pressures MWFRS Net Pressures This data was calculated using the building of all heights method. This data was calculated using the building of all heights method. . Wind Direction 1 _ Wind Direction 2 r w -M ¢ !h}V,..rv...__ gt iirG CP�GC+Pi ExtPres{Ps9 Netwi.GCPi ipsgNet wr•GCpi (gaf] }r (Surtace I (fly it,last)fa ECP. 1GCp4IE■IPres 1ps0114elwl,GCPi(Psh1Neiee-GCei(PO t Windward Wa11 10 0 13.0 0 89 0.80 0.18 9.3 6.9 11.6 1 SAle'Nati 11.9 13.0 0.69 -D.70 0.18 -8.1 -10.4 -5.8 2 Site Wail 11.9 130 -0.70 -8.1 •10.4 -5.8 2 Windward Wali 11.9 13.0 0.80 9.3 6S t t 8 73.8 13.0 0.80 9.3 6.9 11.6 3 Leeward Wail 11 9 13.0 0 89 -0.50 0.18 -5.8 -8.1 -3.4 3 Site Wall 11.9 13.0 0,89 -0.70 0,18 -8.1 •10.4 •5.8 • • 4 Side Wall 11.9 13.0 0.89 •0.70 0.18 -8.1 •10.4 -5.8 4 Leeward Wait 11.9 13.0 0.89 -0.47 0.18 -5 4 -7 8 -3.1 • A Windward Roof 11.9 130 0.89 0.120.18 -1.4 -3.7 1.0 11.9 13.0 -0.66 •7.6 •10.0 .5.3 ASS Root 0to5.9' 13.0 0.69 -0.90 0.18 -10.4 •12.8 -8.1 5.91011.9• 13.0 -0.90 •10.4 •12.8 •8.1 6 Leeward Root 11.9 13.0 0.89 -0.48 0.18 -5.6 -7.9 -3.2 11.910 23S' 130 .050 5.8 -8.1 •3.4 23810350' 130 -030 -3.5 -S8 -1.1 This a bad case 1 in ASCE 7-05 Figure 6.9 See Fpure 6.9 for other cases. 010 35.0' 13.0 0.18 2 t -4.4 0.3 This is bad case 1 in ASCE 7.05 Figure 6.9. See Figure 6.9 for other cases. Distance from eindrrard edge I . �� • ,sP P A e U.r O 0 N... 2 W3.S4•-1181 Copyright it 2020 SDG.Inc. Page 4 of 5 WLS4-'11.81 Copyright CD 2020 SDG.Inc * 't.•-...��,.'�; * Page 5 o'S • • 6 A. 084371 NP,��� 4F SSIG- JUNE 17 2014 SIAAO SPACE CHANNEL 1 START JCI* 76r09044ATItN7 06217514:14 $ ENGINEER C71TE 06(11)2014 4.608722 2.5 4.047 2.5 0.043 0.694277 9.404141 0,60734793 6,665402 - t! JOB 17231E 5:035 0.51.041 ! 0.2015 0.276647 JOB CLIENT 9224:.04,; Steel 04Cr2re: 1 4232519.-.9 I J60 NC, 033-14-0511 0.981475 4 5 0,4524 2.2 0.0516 3 445919 1.719691 0.990338744 3.85312 - 5 3NEER NAMELAS 0.:79 2.712 + COEC1SE9 NAM DA 190211.E_2OINTS 1 9052668 12.92 06/1472214 -i. 0.0434 -1 -0.0435 1 -0.043.5 1 9.2435 E ENO JOB INFORMATION 1 BTA7:S5_I.00'AT1t7R8 INPUT MSOTM ;4 -1 0.0415 -1 -0.2435 I -0,041'. 10,5415 I UNIT FEET RIP i .-ABLY 1 JOINT COORDINATES ; 02631064 0 0 : 2 0 10 O, 3 15 3).:5 03 4 12 CI; 4 3G 12 0; 6 0 0 2.97:1 ; 6099201496 i 1 0 10 2.3:7: 8 11 73.r5 7,911; 9 10 0 2 821; 30 20 :0 1.427: )1 0 9 5.934, , 0.12S3 1,0147 0.0147 5 0.0741 0.0146801 4.52233 0.05765665 0.113421 - 1 12 4 16 5.634; 13 1S 23.35 5.434; 15 15 15 5.834; 26 0 e 6.751, 17 0 :0 8,7311 , 0.348451 0.108825 0.326475 4.559575 0.14015: 0.0174336 0 i 16 12 13.75 4.7511 19 30 4 8.75:; 20 iii 10 8.751; 71 0 0 21.668. ; YilOi:66.11017426 22 0 10 12.6681 23 15 13.75 11,668: 34 32 0 11.6681 25 10 10 11.668; -2.5 •0.5454 -2.S-0.6231 -1.9845 -.0.42.33 4.1845 0.3709 9.9846 0.3769 1,9846-5.6231 2.5 -4.6231 2.5 -9.5484 2. 26 0 0 14.515: 27 0 I;. 04.585; 26 15 13.15 74.5853 70 10 10 14.5653 : 0155 -0.5484 1,0155 0.4516 -1.0154 0.4516 -2.0254 -1.5464 I 3442(463 190101k0E5 1 526648.,LOCAIIONS i 1 3 1 1034; 2 4 2166: 3 4 2252; 4 9 2123; 5 11 12443 6 16 1311: 7 19 23605 -2.5 0.6231 2.S -0.6231 1.0155 3.4214 1.0154 5.4516 i 0 21 23421 9 24 2358, 10 26 1321; 11 31 1400, 12 36 3429; 13 39 2421; 1 041010140Al2 14 41 2452, 15 44 14877 16 SS 1516; 27 50 1540; 18 S9 2388; 14 61 1574; ; 0,61073 1,6494 0.503 5 0.063 2.66206 1.84467 1 1.1451 0.137868 0.435€5 27 64 1645; 21 104 2334; 22 107 2303: 23 106 2469; 24 109 2332; 25 110 24081 10.43575 4 6 0 0 24 111 40: 77 112 60; 39 113 7450; 24 114 24471 30 115 45; 31 116 50. : PR2Y11.t_P)33215 32 117 55; 33 1010 2; 14 1220 1218; 35 1222 1220; 16 1224 12.12; 37 1226 12241 i -2.50001 2.32461 2,20001 2.24945 2.01541 2-24995 1.22541 1.24996 -74.'004 2.24096 -4 904 1.25004 1.01641 -1 1 EL MEYT 190190311ES SHELL1 .225094 2.01541 7.25605 2.30201 2.25355 2.50002 2 124/5 1.98491 2.32475 0-884507 ).324)3 6,984593 6.324 2204 63 116 119 220; 2001 116 179 172 219: 2002 121 16 223 1221 71 1.96(51 2.12475 2.49999 2.12415 2.49949 2.25125 2.01549 7.25105 1.21549 1.25004 7,006 1.20404 9.3e 075 2033 56 124 171 121; 2204 124 125 177 125; 2005 126 53 128 127; I 1.24996 1.01544 2.24996 2.01549 2.24795 0.49993 2.24395 2.49945 2.72445 1.96459 2.32461 3.964593 1,17445 -0,4843 2426 43 129 110 128; 2107 129 111 132 110: 2008 131 46 733 132; ; 07 1.32465 -1.36451 2.27465 2239 46 134 115 133: 2310 134 136 137 135; 2011 136 43 136 137; 1 578E11_L0 A:tOH3 • 2112 43 135 140 116; 2213 139 111 :42 1472 2014 14: 38 143 147; I -3.50001 2,12465 -2.50501 -2.32415 2.49999 -2.32415 2.49999 2.21465 2015 16 344 115 143; 2316 144 246 941 145; 2017 140 33 149 147; ! 040:01151A • E1.E44321 1.6905912 0.591849 4 0.287 1 0.067 1.45504 0.122165 4.00141953 2.702629 0.116602 - • 2000 TO 4134 131004560 33.02121 1 0,111396 2.302615 0.629011 0.22651 0.319617 0 i 502022.15 1 53515140* 3 4 6 9 11 i4 19 21 24 76 71 1e 52 41 4E SI 56 55 6: 68 66 TO 71 44 97 99 - 0.339347 1.5 9.057 3.5 0.067 0.136454 0.316599 0.000253754 4.143433 - 102 105 91107252 1 0.16066 0.116754 0.0149434 0.394442 0.116795 0.253675 1,5 SIART USES TABLE I PAOFILE_POIMTS • TABLE 1 1 -3.35 -0.795204 0.950005 -0.795309 -0.9500.03 0.654672 0.9499/6 0.254692 0.940996 -0.795309 1.'5 -0.745303 1.71 UNIT 390952 618 , -0.742302 0.939996 -0_743319 9.940996 0.704641 -1 0.704691 -1 -0.745309 -1.75 -3.745109-1.75 -0.'95,09 708E 24011140AB i 752525176* .187* 1.134 0.061 4 0,093 1.42899 4.09610 2 2.10359 2.24909 7.1876 - 1.04248 2.5 2.5 0.153 0.905349 0.992349 1.46993 0.545 0.545 1.1676 4.90649 3.16149 4 1,634 - 10253.5140* i PROFII.S_PO€NTS • 2.942444 4.5 1.5 0.093 0.764219 0.762211 1.17192 9.412 0.4:5 0 -5.5374 U -5.6104 0,7161 -5.6204 0.9642 -4.5374 3.0217 -6.5174 3.2017 -1.8204 4 -5.4704 4 -5,4473 3.2517 -5.44 1522211268 1 71 1.0317 -4.5301 0.9683 -4.5303 0.7183 -5.4173 0-1.4411 0 -5.4303 0.7917 -5.5303 1.9377 •4.6113 1.9463-4_6143 1.933476 1.25 2.75 0.109 0.735004 0.715016 2.06974 0.4905 0.4915 i 3.2293 -5,5173 1.2133 •5.5374 7.0683 -6.4544 4.0317 -6 4544 0.7617 6374 1522251409 i DM 9 719444 2.25 2.25 0.013 0.543698 2.563834 0.844601 6.1735 9.3115 ' START 2*54512 DEFINITIOM 912525220,A017 234035 : 2.08496 $ 2.5 0.104 5.24944 1.9907 2 1.09 1.09 _MALL 1 3 5 6 8 10 TO 12 14 TO 17 19 13 10 149 502 544 70 571 605 74 615 902824140,014 1250 1495 TO 1522 1769 10 1779 1.60489 5 2.5 0.083 3.59562 1.16447 2 2.43 0.83 i _2*9A23. 2 4 7 9 13 18 20 39 3? 15: 7: TO 224 573 TO 576 - 1822221266512 : 1030 10 1040 1193 TO 1206 1252 1 . . .. 90 1735 1.06695 4.5 2.25 2.109 3.79987 1.43001 1.06974 0.433416 0.333470 1 ...BOLL 1 2 12 TO 41 155 TO 167 1.:. .. ., :027 1103 20077 1543 3103 1116 - 1329221699014 8 1117 10 1171 1251 1254 10 1756 1 1U0 :2:4 .215 2307 1.494 1113 1146 - 1.43889 4.4 2.21 1.033 1.47444 1.1278 1 0.729444 0.719444 1370 1363 1396 70 1403 1591 70 i 302222120*014 _1M212. 19 21 141 TO 158 1024 102: 3:94 1441 1065 1079 2091 1104 1284 1.44292 4.22 2.25 2..183 1.3356 1.479 1,06974 0.67644 0.62646 1799 10 1192 1253 1259 TO 1263 1265 1216 1277 12.95 1388 1321 2334 - T6252914C.M1:;4 1359 1371 1381 1490 TO 1498 152) TO i 1110 TO 1466 2.666 2.5 2.t 0.266 1.501 1.505 2.31454 0.683 0.661 _2400F 208 501 503 TO 046 573 TO 596 601 7,2 604 754 TO 695 1001 1003 1135 7.52525140A212 1007 1009 1011 1013 1015 5617 1219 1021 9093 1025 1127 3020 1111 TO 1192 1.715 2.5 2.5 0.192 1.715 1.715 2.33450 3.257 0.857 1215 1277 1351 10 2496 753525320.5114 _2*1300 500 572 TO 513 S21 TO 512 597 10 610 602 10 122 1020 1052 7004 1001 7.406 2,5 2.5 0.142 1.714 1.1:4 2 33454 0.401 0.60i ( 1001 1010 1012 1614 1016 1014 2024 1221 1024 1026 1529 1043 10 1115 1274 - 75452411771)::2 :276 1295 TO 1196 7,47544 2.5 I.5 0.218 1.11036 1.71034 2.45951 1.0355 1,0355 i JOINT 113430340A I ENO 08002 01.1I911106 .,0r 4 i 44.568441 2 3 2.9003 1.37451 1.37421 2.0601 0.496 0.49E 91411 1'651 211' ' ' ��� BC,-y . 1E3929145A 8 0661716 MATL63AL STAk7 480' 9.635444 2 2 0.983 ,.390;43 0.290541 5.594715 0.332 0.732 1567319P10 5745E .q 9.., E 4.176:4606 J S 0,119796 0.2 0.1 0.049 6.648484-005 1.666664 005 2.37719e 005 0.0196 0.0098 POISSON 0.1 42'` S� 7572203206212 2648217 4.489021 �.} 'Z 1.758 2.75 2.03 0..248 1.28 1.04 :_62965 2.961 0.967 1 ALPMA 6e-156 :: 1 * 22512142514 1 LW 0.03 * i4 - . 1.73414 2.5 2.1 3.1875 1.55997 1.55597 2.11871 0.1375 0.9375 1 TYPE STEEL `t13r �1f y :MILE 2 1 6135602+1 14 5284 1.11 8152 MY 1.5 RI 1.2 UNIT IN0HER RIP LNC arm KATEAIAL tli; _ i I1 i_ 7 F• 084371 11 �`*fid.S��N�L JUNE 17 2014 BETA 14 MAMA 501 514 TO 524 513 TO 546 651 TO 604 156 TG 995 1 1X755 C.'08A 19 0.60.14Z72 ! ', $ETA 15:4 NE1D 502 549 :O$72 597 3L 400 405 T7 755 • : 0.4 6 4.0 i ARTERIAL =:LGL ALL tLAF1AM AXALYSIS UNIT INCHED NIP TEEM ENVELOPE i i HiOYBER ASSEASE 7 TO 35 ENVELOPE I TYPE STRENCT11 i 1950 3C 1471 STARS HA H7 HZ END TEEINL ENVELOPE , MO TO 1431 ENC HA Hi HE LAAO L103 7 T. i9 0311T FEET ?7_37 i L71IT INCHES KIP j 11,h1' 3 LOADTYPE C,*cl T)T_E DEAD j FARA10.TER 1 1 11.1309 LOAD LME A15C 4'tii3'1513 2C6: i 333031 130ht -1.94 GY :NC_INEE 4ET*DD 9533 JtP.f10F 035513 -1.94 GY INCLINED f'J 65 ALL LOAD 2 LOALITPE Rcol Live TITLE RCCFL1VE FYLO so ALL j FLOOR LOAD UUT t ALL ' LNG0} 1:0+..0 •44.51 G1 155:.5441: DNB t ALL , _)331£06 £.AAO -98.51 GY 167.1614 LX 5 ALL LOAD 3 :.f A1:;sPE Wind T2,LE 4160E2 L! 8 ALL i FLOOR LOAD LL 6 ALL I ,_1.AALL/1,061/41 6.9 CX C56DA 0=ALL -.NNALL F1.0AD 6.1 0* 635163, _014ALL MOAN 10.4 GI 1 _SMALL 01.53,13 10.4 GL L7&U30£:AAO 9.3 Dy 1NCL16913 1 .L.R.031 ROAD 2.43 CO :3£1.!8613 1 J13501 01.0330 7.66 G5' 13413LI3903 .s1230r 03.0513 1.92 cx 11151.1665 13933 4 3040TYPE Wind TITLE 9!310X5 • 1 FLUOR 34354 • _!.MALI.01X150 11.4 GX • _MALL VICA0 5.4 CX ..16533.1.032 5.4 GI -8651.1.FLOAC -5.8 GE _LROOF 111354 5.44 GY 816131.2560 • .,LRUOF Fia}A0 -1.29 GK INCLINED _*13001 11.0.40 3.1 GY mum; AROOF HEAD 0.78 GX 1NCLINXC 1 LLIA13 5 :053^56!.Itio0 5721.3 X48431' f F1006 :AAI _*WALL 63334 6.9 OI 1 „MALL F3OA8 7.8 151 1 ..IS4ALL WAD •10.4 CCK ..SHALL 113 51) 1.4.4 GX _LAMP 013333* 6.69 CCY SNCLt363 { ,.4200£ MOAN 5.64 CY INCLINED P fLORR -2..37 GX 1501.1560 ..MO11 1133130 3.17 GX INCL3NLT LOAD 6 LOAD7KPC Ntod TITLE 144018 FLOOR LOAC _8461L4.FIAAD 1Y.6 Cl . _SMALL 13.0.00 3.1 GI _:..515..1./LOAD -5.6 OX *MALL new: 5.9 GX 3.90;3£FLOAD 4.13 CT INCLINED i ...ARO3F map 4.13 GT 1NCLINEC _19030 rum -1.03:IX INCLINED J3ROUF 13OAD 1.03 CX INCLINED LOAD 535946 7 0.1.5 1 1.0 2 1.4 LEAD 1330)5 5 D•EttF • 3 4.4 3 1.0 6.4513 COME 4D•MX41 • III .34 1.4 • OF NE{N • • LOAD CONN 30 0.MLP }• 1.0 5 1.4 • �Q. P�,� 33 9(�,j„.410.1, ✓?AD C; 14.4 :1 �.NIN /. 0 6 1.0 J�Y,� S �" LOAD Ec4C4 .2 060.753A72.75WXY 1.J 2 5.75 3 0.75 , 1 k, lama CG486 11. ?10.751.8/3.'5:X6 1.2 2 36.72 4 0.75 'A' S:C R� 4 * :OAC 0:,149 14 0.0.76L,10 75.47.P "`.- _ 1.3 2 0.75 5 0.75 `#'¢E/i:{ E ( . 113AD CORE 15 0.4..7519.0.756:5 1 :' _ • 2 (.J 2 0.75 6 0.75 f i��S L4-(((f : �' • - LOAN CONE 14 0.6044X6 • [�3 C,--e::11..40,(- y SU 1 0.6 3 7.0 A� pi 1050 CONS .7 0.400OCA : Y 3.6 4 6.0 1111.7 C0444 :4 0.cf14M3Y . .1.6 5 :.:, �oAR�fiESS1��P�. 084371 Peac.: 1 , > ,, , • - ., JUNE 17 2014 • YI't 433.14-4533 SO 1 120 , r/ 033-14-0533 S02/20 w ii sk.....R...er r4. er�i.ra.w .= r4- M t4-•Stell Cam4x4 "e . lm.Beet!avant no 4 W: t+spylT�l2614 v4-0A �—^ M.LAK a1M66117/2010 am OA • 044 &memos SAKI C 4r3c is t1.033.14-0533 s I— 174,4.2'14 1334 .1M91 Animal,Slee`Cavan; n"033 144633.f11a Tp---17.JV18014 1334 Job Information Section Properties En9tnea 2AteCh� f Approval • veep 50e0CT1 Arra t, ( t 4 sea011TN ' L3 C 14.1 (4-1 Min!: LAX t 1 x 7520531204 0083 3?15 4-.715 1076 STEEL Wb_—.•�•..1�317/2C�it t42t1ie __......... 3�00 5140A 0 WJ3.•_..�_0400 06_04 4401 STfEt, -7-$.-1-5=212640}2-1 1.667'— 143&'}( 3793 1&70 STEEL 1 5truCMe Type i SPACE FR:,'1 _5_.75.t5251266111 1 1.976 1 710! 1710 3.5440 STEEL. 5 -6401314434 t 0504 0.1221 1405 0061 STEEL 1A;R,Epr of Nudes 20 1 0ifest Nape 1 2510 • t10-res.of Etnnew 1357 4}14110 Beam 111— 1 _ ra_„e„rAlms 2305i149,e41?aaa 1 4304 Plate Thickness meow __ PTop IWO*A { Nod06 I Haas I tbds0 Magma!• Numb of Caro- :AW Casa 13 0 I4f t0011 r 1'11 0014, 40,5 00 615; C"5 STEEL e"•,./6,0.1 to p.4,..!VA a 4;414' `A4 14.r Vsroie 530,Asa 1 Basic Load Cases 1'cL0Rnn tnt trwz:4 off,nw 1e,xt4,1 cases N„mSe1 MEN Type E. Name • I _1;1:43 • Conlon4t,Cr, 7 DOER F,03fOXaion a 041.02. 3 tfi,`AiLNE .,..,........_._......_....__�.___, 3 W111011> C.xa lar S 13-WxN —44. — _...��. ..- i^ W L'YJXN Com601001, 10 0,WEP I S .110/407P ^... Car r,016gtm it O.WTN t 6 --r W&41ZN Carrtoaon t0 0.0751.414.75WXP Cwnordol :3 I 0.0.75LR.0.75 W104- Comona[cat 14 D.0.75 R G15WZP CooComomadian IS 0.0.TS1R.0.75WTN Cot maw, 16 0.60.WXP • - Comonat Ct, 17 0.60.W01 • CGrbaas+t 15 4&Wei& CnnEiw,t, to 060.727!4 •Materiels 's �E h Ma Nome t v Density a ' �S'� pt A8(! y(� ! q ,,r1 SR:E:I. 30E.3 R.3@r O C{X1 0E-& ! (0.4,1iS* lb \.1r32 ST4804.t5SSTeOi. 340.3 0300 0000 132.6 - , ,,.. K1 *) 3 'AEUM:htA,1 102.3 6330 0000 fJE 6 ').'.. 4 041603127E 3152.3 0.070 0000 SE.0 i E't 1 �P-71144 I • r" l'.1•'?";.:1'.V•: J a` y j , L a L t 1 pRa�ESSeNr� JUNE 17 2014 - ... diniP i ..........: 1.....t 1.73-14.0533 l''''''' 0 3:20 ; . P"' ...a+4 s'....... 1..... 033.14 Wee GAI*Ist I !410 1 1................6 6 43593 SC)4/20 .4, ,.., 1 1...,'.0466 Datanef 7".LAK "-.7..5b, LAK &17.7014 QA ...... Amertan51046C96,066 ' ... :-. ,- -a vo l'..'--1/../,2010 1-00 30.0 ,,,,as0 --- ;--,,, A.,,,,A,.ilt f Clep.,.. '4.533'14.0533 695 10..(7,..17...6,6.A014 132( Combination Load Cases ,ehtlat- -........... Comb. CombktatIon(C h0566 . ititi,./t.:"+••?".,.0,-,••74,-,., ‘,......,. PrIntAny Peknaty liC Name Fsetct illik0.1.4e0fr.4°.:::.-",•11'1.1".:*,,S1t. 11.1141.6.1. ...a.m....) 7 D.I.71 . ....a .., 1 DEAD • 41.....Al.Z.•l"i''l4lO'p.'....:.0A.4-Nig'.,0A.1i7.:2.46..-_11,Pd11:10 0P'011.p....4•.9.,y....-r,4..;.4.00.$.0.I.l.it...,l,,,:..t.r.4..".-,",.0'..,.,.4i,-t,,e1r.1.a11,,-1%tfr4.".'o1I--t,V70,7I4..I1fa..4-..,6 I,',1., t.+tail tor s 96 .00D-0 ROOFE - , ,5 t0-t- 1.00 4 WIND*/ 1 06 41111.111 W.-Alb . .1 'rig'!" 10 1:76,617P 1 DEAD 4 14111167 . ..,...4001 110 11 D.W7N 5 W1170.72 1 06 1.05 I 114 I Ce#2 I.. i 1 rrEAO I 5 141,402P4 1S40 I Of,' 1075 ., iiiip ... DO 76104 75W71. 13 D..0 T61.1.1.0 7001505 M DEAD I 2 ROOFEIVE I 5 WibIOXA I....2_1 i 'ptF100310F1.166 075 100 575 I A WIN0721 075 10 00 70005.0 7611011.1 Li DEAD 1.00 W6061516.61.4/ j 2 5400FINC 0.75 M W 7175 IND7P 16 0.0 761.11.0 70697.0 $ 1 . -.--... 1 1 .DEAD 1 076 DP I 2 RODFLIVE -. 1 6 111610,00 MP 575 10 0.041. 1 DEM) --.--- i tV.I.M.11, 0 SG n..-6.6...ot I 2 MAW, .. 40111111111111111111111111110611Aft. ..PIIII000 all 0 60.6501 --, . t DEAD 1 06 0 5i; .............., 16 7.60.01261 MAD I tee , A... 3.60 Pr 1 s 96.1i0/16 i-_, 'AI 19 0.65.11/261i 1.w I .. DEAD 1 1 5071 I1 6 W.140277 i 1.7k .11 .41.4"/ ....,... .. ....... . ) A \H". i ., -- • i .41 1 ce 0 ....... ..... 4") FEss}O .hq" - \ 1 JUNE 17 2014 as. TIM+1A a1. -' - Na.4 e+...w r • 033.11.0539 SQ 5!20 o33•�40593 SD 6 120 �� .u..,�r..�.._. 2220...._ `'' ...__._� fff�""7c.,....,w«r r., - A., _.......__�..___._. 4r1«6.232 6vdner _! tw •Na7y 8/e55Ci.rdtiN +� 0.IAA 3049%7!4014 4.4 OA 0.14<6 o41106:.7,214 0n1 OA C° AlweYl Sue;CONAL r.033.140031a.1 l'.."-t•17.11..00141331 7-1•1 As s,50-5+eN CAV01A ..-.._-_ n.701.14-0533114 130..."17..5x120541334 Node Disolacement Summary 114.1. t C x V Z MasultY.1 eX 10 ' 1.'4 LIN 501 fel I 4006 1.400 I 1Z lad) Lia.X 2455 7 0.005 0.703 0006 0 003 0.773 0.000 .0000 0010 . Lin X_ 1395 7 0.0 4.120 0000 0.007 0.520 0.00 0.000 0.035 ' MaiY 344 150.60.15XP 4125 0267 0001 0250 0.000 0500 000 --.__...__....._. .1.N0 GODS 1355 000 0000 can A• #lett 966 70,1.11 -0063 • .__._..._._..._......_ 000 .........._._... Au2 2,32 197360.93214 0000 007 0.76 OJOS 0.001 -0000-0000 • 1. a. -- OA.2 2032 00.WXP 0002 0075 0.646 0246 001 0 050 000 4' a• 4. 1.98,.I. 690 70210 000 0170 0.020 0160 0.010 I0= 0.020 4_ LOn ex 1201 713.4.5 0 701 0 754 -00'4 6 166 4059 0 005 4 000 A. La1rY 350 590.60-wZk 000 O.0030 0343 0001 0416 0m - •- 4X. Nn:Y 2074 1351 0.W74< 0005 0400 0262 0262 000 5 -0010 -00 - • ...' Mu 12 [ 504a 70411 0167 0.531( 0035 0256 0000 -0.05 0015 4'4.. 69752 I 605 710.551 0173 02930000 0310 0000 .0OCe -0013 a' 'K wl 966 7o-in . 0093 1343I 0305 1. 391 0000 500 601 4"A. 45. A Max. • 44 4. 4 A•• Beam Maximum Forces by Section Property 1: "",,, 4 4" . tuim I 551.0 ' Torsion �" I - Se_:-cn Mao F. W.fy wW :MIL 2 F4 Ma.N. [ MAT. i 0a 1.0; 7 415 515.',11 1uum1 •40167 Sapx.lMoOn ._. _ '032021504 :14..oa 6 102 0.696 0 534 3256 6 200 13 927 U. .r. -77356 0699 0555_ 4336 -7.295 9360 • 0S'25301404. Oar.44 1 7348 0000 0000 0000 0030 0030 Ia.44 j 0041 .0 C00 0000 0.000 -0000 3O 1022421304012 11m.,9 2084 0595 0552 3366 7.029 6519 Max-.. 4140 0.540 -0552 1.593 4.997 .13046 - 152$25120A112 116;.14 1 9.4141.753 0. 9 2 411 15.702 58 743 1414. -5.562' 99 -1 971 .5076 -3371 -9165 -25.727' w C4010141A Mao.n9 10701 0494 0531 05.53 1972 5.015 Mao v. 6 013 0466 .0.365 020:1 -a 776 ---5042 i _.OF NE p. NO A a u. 0 (4s�� . il. i,r i et• ', ill' 1 �" r i <!1i, 1 (5":10 il -c- ; , Tr IFY °FESSIONP JUNE 17 2014 5- .. .. al M ° o>- C-1_� r1� a� a X o Nva LLQz W rS oamN� oz �3 �ffJ11.1cc� I— t- 0 W yy o � eWti h.moo—'9 in 1' a- LL! LS_ ca o Lu M: a Como} 1, F^ 2Egg Iq hW W •,y Q�Q° VF 9 =0U) a o Wo 0 / -W Un o W-Ur W LU LU uj WZ Uv/ _♦ 10 k 14 Y r'^ a z'llg e ti/ x 1111 i� � V` '-`• '"� 3 3 � W m 5 Ll Ii _ v3!r9nL ear?,_✓�—_. fes- � W W . � � h hz ri e