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20140274 Permit Pkg 12022014 �pF TH�A� City of Yelm Permit No.: 20140274 � a �+� Community Development Department Issue Date: 12/02/2014 (Work must be completed within 180 days) Building Division Phone: (360)458-8407 LM w.sFMIMGipti Fax: (360)458-3144 Applicant: Name: PRAIRIE PARK CINEMAS Phone: 360-458-7501 Address: P.O. BOX 5210 YELM WA 98597 PropeRy Information: site Address: 201 PRAIRIE PARK LN NE Owner: YELM CINEMAS Assessor Parcel No.: 64303700100 Subdivision: Lot: Contractor Information: Name: PRAIRIE PARK CINEMAS Phone: Address: YELM CINEMAS P.O. BOX 5210 YELM WA 98597 Contractor License No.: Expires: 0/00/0000 Project Information: Project: COMMERCIAL REMODEL Description of Work: RECONFIGURE SEATING AND RISERS TO ALLOW FOR THE INSTALLTION OF RECLINERS Sq. Ft. per floor: First 25566 Heat Type(Electric, Gas, Other): COMBO-SEE NOTES Second 5561 Third Garage Basement Fees: Item Contractor Fees BUILDING PRAIRIE PARK CINEMAS $2,106.18 TOTAL FEES: $ 2,106.18 ApplicanYs Affidavit: OFFICIAL USE ON�Y I certify that I have read and examined the information contained within the application and know the same to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of #Sets of Prints: Yelm regulations including those governing zoning and land subdivision,and in addition, all covenants, easements and restrictions of record. If applying as a contractor, I further certify that I am currently Final Inspection: registered in th State of Washington. - ____ _ 'Z Z �� Date: Signatur -- - Date Firm By� Cit� of Y�lm (3fi ) 458-8402 REC#: U0179214 12/d2/2014 11 .�0 AM OPER; CO 7ERM: 001 REF#: 187 TRAN: 33.0000 BIJILDING PERMITS 20140274 2,106.18CR PRAIRIE PARK CINEMAS 201 PRAIRIE PARK LN NE BLDG 2,1Q6.18CR TEND�RED: 2,1p6.18 CHECK AFPLIfD: 2,106,18- __________--_ CHANGE: O.Oq �� GlTY O�`/El.l� COMMERCIAL BUtLDIhICi PERMIT A�FR�ICATIDN FORM Pro}ect Adt�ress� ,.�f�1 � t�i`� ��r:�'(r�_ i..1'1 Rarce6#_,p,. 2onir�g; Currerst Us+e; P�sed tlse: New Canstn�Slan � Re-Mcsdel!Re-Rtt�sf/Tertar�t lr�praveme�t Riurrt3yir+g Mecharucai F�e PrevenGSup�N�S�slAla�m C}thsr Praject Qescrip#�oNSc:eape�ttf Wo�it: �(;,�t Y�l,''�cJ �'�ar'Yr±'_4t w��T��,,_ ;�f'3, �L�+;'�,�:x:^��r.�: Pro�e�t Value; . Bui{d�g Atea (5q ft) Parttiaty Garage 1�`Floca� 2"�Fla�r 3�F�caot BulEcling H+eight Are tt�ere 8ny env�tcx+merttaUy sensittve are�s loc�ted on ths parcpi? � !i yes,�t +�amp€�ted�nv��tanarrEentat ctsecklia'1 mus#accom�rany perm�t ap��a�E3an. _.,� ___�. _.. ( BUiLt}�i�1Gi C7WtVE�t�TE'NANl�'WA�: f�E7t}RE S �-'!:� K_� ��1 EM�4tl � ' � �4 � CfTY S�`Afi� Z!�' `�#� 7E��F'H(31"dE '�� _�>�. ��,�i „____... �___ _..__ i A�iCN31'�GTl��lt3! , , ____ _ _.___v �r', r+; . r ir��u �,tCEI'rlSE # r ___ ' At}E}F�£SS '� I �,. MA�t. C1TY'�ras,�a#•{ STATE�+J�+ 21P T�LEPHONE�,�-_�52-Z�'�i _. __ __ _— ; �w�NEi�AL G€3�'+iTRACTC�Ft TEI.EPHC1t+�E ' ACt[7RESS _...�__.._ . El�IAiL � GETY STATE ZiP �AX � CC?Nl`1�AGTOR'S UCENSE # EXP DAT� C1TY L�GENSE# __._ PLUA�4Blhi�C�+iTl�C7!(?R _ TELEPHCSiVE __ _ ADbRESS EMAIL C��Y STAT� ZIF' FA}� _. CtJNTRAGT4R'S LICE1�iS�# EXP D,A��'E CETY UCENSE# �_ ___. __.._ �_ MECH�iV�!C13NTR�,CTt�! _ __ TELEPI�14PlE� I AD(JRESS EMAlL � CITY STAfiE ZIP FAK CONTRACT4R'S llC�NSE# EXP[7�ATE CI'T1f�IC�NSE# Copy o!GiRy MI�cH+daK:iee�on(TFC�. 1 hes*tby eerUFy ttut EI�abows l�pn►s cw�ed wx!tRN tlw�sonaartictf4n�.�rtr!tlye oc�nc}*�1 tbs ws o�t'tMr aubov�m desCribed prorysrty wiil ba tn sccaeda�tca+Nilh tlFS ts�rs,rtulrs arM e�uEattaeqt of tt�o-St�M�tN Waahln�ton artd tM Gtty af Y+a�rn_ r"_ °" � J __.__ . j �^-_ �*,_�"N«�_ �,,.� 1/"0 '� f �,Ap nt's 3igr�atute Dat� O�wrter�Con#ractnr�(}wner's Agsrst t Coritra�tor's Agent 1?enant (Piease efrcle ons.� A11 pe�rmits�re no�e-trans#er�b#e and wftl exp#re i1 work autharizQd by such pe�rnit is r�ot begun within 180 days oi issuance, ar if w�ork ts suspertdeti cr abandoned fcr a p�erlod at iBQ dayg __ . ______._ ��s�t��SS-��ar3 !93}'elm,Ac^r� IV' �(35UJ l�Sfa-a?dd�x':4Y Ytlns» fi'r�l 9�fii39i 1a:at*rr.ci.}slac,rca.ua �Vector f N G ! N F E R t N G 1 N C 2724 Black Lake Blvd. SW Suite 202 Tumwater WA 98512 Phone:360-352-2477 Fax: 360-352-0179 VEI Job#2014 Yelm Cinema Structural Analysis of Reseating and Renovations for Yelm Cinemas 201 Prairie Park Lane SE Yelm,WA 98597 Contents Structural Plan/Detail : 3 Sheets Calculations (not necessary for construction): 23 Pages \\V-SERVER-SBSUob Files�2014 Jobs\Yelm Cinema(ReseatingEng)\Engineering\Calculations\Calc Cover Sheet.docx DGTE JOB PAGE OF � �..# o r ,� � � � ��-� � f N G I N E f k 1 N G ��! N C � �� 2724 B�acrc Lnrc[Bcu�evaao SW SuirE 202 Tunwnrea,VJA 98512-(360)352-2477 Fnx (360)352-0179 F � ��',—` i�....a _ m ._ . �� . . . . .. � . . � � �;; r � <��, � � , ?�� .,� °��`°� j �� /�` � _ � _ � �� r . � ; ___ ,_ __ , , l.-' w .v��_ ,..��r, � , � b _ - .. _ , , � , r � � � i-.— �- i� - � � , � �..-t.� l�'�:�<.3 i �. . ..� � F ,,,i z /i ,� ._ � _ _ _ ,.. _, _. . ,:��- . ^ � , _-.- _ _ � - - ` � : ,.. :-�. U � ��r� : , x- ' : . ,. 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(127 mm) TOTAL SLAB DEPTH � Normal Weight Concrete 145 pcf(2,320 kg/m3) � 48.7 psf(2,332 N/m�) ��, � Galvanized or Phosphatized/Painted • �� 1 Hour Fire Rating Deck Weight and Section Properties Weight(psf, N/m2) Properties per ft(m)of Width Allowable Reactions per ft(m)of Width(Ib, N) Gage Galv Phos/ I +S -g End Bearing Interior Bearing G60 Painted in.4 in.3 in.3 2" 3" 4" 3" 4" 3 Z180 mm4 mm3 mm3 51 mm 76 mm 102 mm 76 mm 102 mm in Z 22 1.9 1.8 0.175 0.187 0.198 487 585 683 1250 1498 M 9i.0 86.2 238,978 10.054 10,645 7,107 8,537 9,968 98,242 21,862 W 2.3 2.2 0.216 0.235 0.248 665 784 903 1790 2118 20 110.1 105.3 294,967 12,634 13,333 9,705 11,44? 13,178 26,123 30,910 Allowable Superimposed Loads (psf, kN/m2) � �, Span(ft-in.;mm) c � Q 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" � 1,830 1,980 2,130 2,290 2,440 2,590 2,740 2,900 3,050 3,200 3,350 � 300 299 259 226 198 175 155 138 123 109 98 14.4 14.3 12.4 10.8 9.5 8.4 7.4 6.6 5.9 5.2 4.7 22 2 3__00��299 259 226 198 175 155 138 123 109 98 14.4 14.3 12.4 10.8 9.5 8.4 7.4 6.6 5.9 5.2 4.7 3 300 299 259 226 198 175 155 138 123 109 98 14.4 14.3 12.4 10.8 9.5 8.4 7.4 6.6 5.9 5.2 4.7 � 300 300 274 239 210 185 164 146 131 117 105 14.4 14.4 13.1 11.4 10.1 8.9 7.9 7.0 6.3 5.6 5.0 20 2 300 300 300 239 210 185 164 146 131 117 105 14.4 14.4 14.4 11.4 10.1 8.9 7.9 7.0 6.3 5.6 5.0 3 300 300 300 239 210 185 164 146 131 117 105 14.4 14.4 14.4 11.4 10.1 8.9 7.9 7.0 6.3 5.6 5.0 IShoring required in shaded areas to nght of heavy line Diaphragm Shear Values, q(plf, kN/m}and Flexibility Factors, F((in./Ib)x106,(mm/A�x106) �, � Span(ft-in., mm) m a� 6._�„ 6,_6„ �._�„ �._6,. $�_�„ $�_6„ g�_Q« 9'-6" 10'-0" 10'-6" 11'-Q„ � � 1,830 1,980 2,130 2,290 2,440 2,590 2,740 2,900 3,050 3,200 3,350 q4 2540 2505 2470 2440 2415 2395 2375 2360 2345 2330 2315 37.07 36.56 36.05 35.61 35.24 34.95 34.66 34.44 34.22 34.00 33.78 F4 0.32 0.33 0.33 0.34 0.34 0.34 0.35 0.35 0.35 0.35 0.36 22 1.8 1_9 1.9 1.9 1.9 1.9 2.0 2.0 2.0 2_0 2.1 q� 2750 2695 2650 2610 2575 2545 2515 2490 2470 2450 2430 40.13 39.33 38.67 38.09 37.58 37.i4 36.70 36.34 36.05 35.76 35.46 F� 0.30 0.31 0.31 0.32 0.32 0.32 0.33 0.33 0.33 0.34 0.34 1.7 1.8 1.8 1.8 1.8 1.8 1.9 1.9 1.9 1.9 1.9 q4 2610 2565 2525 2490 2460 2435 2410 2390 2370 2355 2340 38.09 37.43 36.85 36.34 35.90 35.54 35.17 34.88 34.59 34.37 34.15 F4 0.29 0.29 0.30 0.30 0.31 0.31 0.31 0.31 0.32 0.32 0.32 20 1.7 1J 1.7 1J 1.8 1.8 1.8 1.8 18 1.8 1.8 q� 2860 2795 2740 2690 2650 2610 2580 2550 2520 2495 2475 41.74 40.79 39.99 39.26 38.67 38.09 37.65 37.21 36.78 36.41 36.12 F� 0.26 0.27 0.27 0.28 0.28 0.29 0.29 0.30 0.30 0.30 0.30 1.5 1.5 1.5 1.6 1.6 ?.7 1.7 17 1.7 1.7 1.7 42 �:i��.tstd�Atv�t�t,. Catalog VF2 � . . FOAM E(.�S GEOF4AM Foam-Control EPS Geofoam is a cellular piastic material that The information given is deemed to be timely, accurate, is strong, but has very low density <1% of traditional earth and reliable for the use of Foam-Control EPS Geofoam. materials.)It is a manufactured in block form and meets ASTM Each project using Foam-Control EPS Geofoam should be D6817,"Standard Specification for Rigid,Cellular Polystyrene designed by a professional engineer. The engineer or project Geofoam:' Foam-Control EPS Geofoam is available in a range specifications should be consulted to determine the ASTM of Types to provide control of structural integrity and cost D6817 Type required for your project loading conditions. effectiveness. Foam-Control EPS Geofoam Properties ASTM D6817 Property EPS12 EPS15 EPS19 EPS22 EPS29 EPS39 EPS46 Density', min. Ib/ft3 0.70 0.90 1.15 1.35 1.80 2.40 2.85 (kg/m3) <11.2) <74.4) (18.4) <21.6) <28.8) C38.4) (45.7) Compressive Resistance'�2 psi 2•2 3.6 5.8 7.3 10.9 15.0 18.6 @ 1% deformation, min. Psf 320 520 840 1050 1570 2160 2680 (kPa) (15) (25) (40) <50) (75) (103) (128) Elastic Modulus', psi 220 360 580 730 1090 1500 1860 min (kPa) (1500) <2500) (4000) <5000) (7500) (10300) (12800) Flexural Strength', psi 10.0 25.0 30.0 35.0 50.0 60.0 75.0 min. <kPa) (69) (172) (207) (240) <345) (414) (517) Water Absorption' by vol. % 4.0 4.0 3.0 3.0 2.0 2.0 2.0 total immersion, max., Oxygen Index', min. vol. % 24 24 24 24 24 24 24 Buoyancy Force Ib/ft3 61.7 61.5 61.3 61.1 60.6 60.0 59.5 (kg/m3) (990) (980) <980) (980) (970) (960) (950) Additional Properties for Compressible Applications Compressive Resistance' psi 5.1 8.0 13.1 16.7 24.7 35.0 43.5 @ 5% deformation, min. Psf 730 1150 1890 2400 3560 5040 6260 (kPa) <35) (55) (90) (115) <170) (241) (300) Compressive Resistance' psi 5.8 10.2 16.0 19.6 29.0 40.0 50.0 @ 10% deformation, min. psf 840 1470 2300 2820 4180 5760 7200 (kPa) (40) (70) <110) (135) <200) (276) (345) 'See ASTM D6817 Standard for test methods and complete information 'Combined live and dead load stresses should not exceed the compressive resistance at 1°�deformation. W W W.GEOFOAM.COM Fo,aM E pS GEOFOAM Foam-Control EPS Geofoam is used in ground Adhesives, Coatings, and Chemicals. fiii applications where a lightweight fill mate- Solvents which attack Foam-Control EPS Geofoam include rial is required to reduce stresses on underlying esters,ketones,ethers,aromatic,and aliphatic hydrocarbons or adjoining soils/structures. and their emulsions, among others. If Foam-Control EPS Geofoam is to be placed in contact with materials (or their Ready to Use. vapors) of unknown composition, pretest for compatibility Foam-Control EPS Geofoam maximizes onsite installa- at maximum exposure temperature. tion efficiency: material arrives ready to place, no weather dela s, material can be �ullity ASSUranCe. y prefabricated or cut at the jobsite, no staging required,material can be inventoried,production Foam-Control EPS Geofoam meets or exceeds the re- efficiency improved,and it is easy to handie. quirements of ASTM D6817, "Standard Specification Design Loads, for Rigid, Cellular Polystyrene Geofoam" ��pgSlpj�,0 Foam-Control EPS is monitored for Qual- O For most applications,long-term design loads should not ex- ity Control and Listed by Underwriters L ceed the linear elastic range of Foam-Control EPS Geofoam. Laboratories Inc. Combined live and dead load stresses should not exceed the compressive resistance at 1°�strain. Resistance to Termites, Mold, and M�Idew. In general earthwork applications (such as levees, dikes, Foam plastics have been shown to become termite berms,etc.)upiift buoyancy force must be counteracted with �nfested under certain exposure conditions. Foam-Controi overburden or restraint devices,such as geogrids,geomem- EPS with Perform Guard" provides resistancetotermiteinfestation.Please OperformGuard' branes�IIOICI CjOW�I C�EVICeS,etC. TERMITE RESISTANT review literature on Foam-Control S12e 811d Shap@. EPS with Perform Guard for complete Foam-Control EPS Geofoam is produced in block form and �nformation. is easily positioned at the work site. Standards sizes: Foam-Control EPS Geofoam wiil not decompose and • 4'<7.2 m)widths will not support mold or mildew growth. Foam-Control EPS Geofoam provides no nutrient value to plants or animais. • 8'(2.4 m)up to 16'(4.8 m)lengths • 1"(25 mm)to 36"(914 mm)thickness Storage and Ballast. Other sizes and fabrication can be provided by the manu- Foam-Control EPS Geofoam stands up weil to normai short- facturer. term weather conditions encountered during installation. Exposure ta Water and Water Vapor. �ong-term exposure to sunlight causes yellowing and a slight embrittlement of the surface due to ultraviolet Iight. The mechanical properties of Foam-Control EPS Geofoam This has little effect on mechanicai properties. If stored out- are unaffected by moisture. Exposure to water or water doors,cover Foam-Control EPS Geofoam with opaque poly- vapor does not cause swelling, ethylene film,tarps,or similar material. Temperature ExposureJFlarne Retardants. Foam-Control EPS Geofoam should be ballasted to prevent displacement by wind or high water conditions,both in stor- Foam-Control EPS Geofoam is able to withstand the rigors of temperature cycling,assuring long-term performance. age and during all phases of placement. Although fiame retarda�ts used in the manufacture of Warranty. Foam-Control EPS Geofoam provide an important margin of Foam-Control EPS Geofoam Licensees offer a product safety,Foam-Control Geofoam must be considered combus- warranty ensuring physical properties. tible. The maximum recommended long-term exposure tempera- ture for Foam-Control EPS Geofoam is 165°F(74°C). 2 FOAM EPS GEOFOAM SPECIFICATIONS SECTION 31 23 23.43 EPS fEOF4AM 2.02 EPS GEOFOAM PART 1 - GENERAL A.Foam-Controi EPS Geofoam in compliance with ASTM D6817. 1.01 SUMMARY B. Select one or more of the Foam-Control EPS Geofoam Types from the listings as foliows, as re- A.Section includes expanded polystyrene (EPS) quired by the project: Geofoam. 1. Foam-Control EPS Geofoam: ASTM D6817 B. Related Sections: Sections related to this section �Type EPS72], [Type EPS15], [Type EPS19], include: [Type EPS22], [Type EP529�, [Type EPS39], 1. Earthworks: Division 31 Earthworks sections. (Type EPS46]. 1.4� REFERENGES C. All Foam-Controi EPS Geofoam blocks shall be treat- A.ASTM D6817 - Standard Specification for Rigid, ed by the manufacturer with a tested and proven ter- Cellular Polystyrene Geofoam, mite treatment for below grade applications, 3 year minimum field exposure. The treatment shail be EPA 1.03 5U8MITTALS registered,meet requirements of ICC ES EG239,and A.Submit EPS Geofoam manufacturer's product litera- be recognized in an ICC ES report. ture and TechData,inciuding: 2.03 GEOGRIPPER PLATES t. Physical properties in compiiance with ASTM D6817 Type specified. A.GeoGrippers plates shall be used to restrain EPS 2. 10-year physical property warranty. Geofoam from moving laterally in iayer over layer B. Shop drawings showing EPS Geofoam block layout. appiications. The GeoGripper plate shall be man- C. Quality Assurance:Submit the foilowing: ufactured by AFM Corporation. The plate shall be 1. Test Compliance: Summary of test compliance made of galvanized or stainless steel with two-sided with specified performance characteristics and multi-barbed design capabie of piercing geofoam. physical properties. Each plate shall be capabie of a lateral hoiding 2. Certificates: Manufacturer shall supply a product strength of 60 Ibs. certificate showing evidence of Third Party Dual- "'Note to Specifier"' It is the responsibility of the ity Control. designer/engineer to determining the suitability and 1.04 DELIVERY, STORAGE, AND HANDLING number of GeoGripper Plates. Two plates for each 4' x 8' section of EPS block is a minimum recommen- A.Deliver EPS Geofoam labeled with material Type. dation to minimize block to biock movement during B. Store above ground, and protected from moisture installation. and sunlight prior to instaliation. PART 3 — EXECUTION C. Product should not be exposed to open flame or other ignition sources. 3.01 MANUFACTURER'S INSTRUCTIONS 1.05 WARRANTY A.Compliance: Comply with manufacturer's EPS A.Provide EPS Geofoam 10-year warranty covering the Geofoam product data;including technical builetins. long-term physical property of expanded polysty- 3.02 PREPARATION AND INS7A�LATION rene Geofoam. A.Site Verification of Conditions: Verify conditions of PART 2 — PRODUCTS substrate, grade and other conditions which affect 2.01 MANUFACTURER instaliation of geofoam. B. Installation: [ Specify instructions to suit project "'Note to Specifier"' Insert the name and address requirements.] of the local Licensed Foam-Control EPS Geofoam C. Ballast: Foam-Control EPS Geofoam should be bal- suppiier. lasted to prevent displacement by wind or high water A. Locai Supplier: conditions, both in storage and during ail phases of B. AFM Corporation placement. 17645 Juniper Path,Suite 260 3.03 PROTECTION Lakeville,Minnesota 55044 Telephone<952)892-0809 A.Protection: Protect installed product and finish www.geofoam.com surfaces from damage during construction as re- quired. 3 INSTALLATION GUIDELINES 1115tall�tibt�. 2. Material is placed as required by the engineer and as shown on the drawings. Please refer to ASTM D7180, "Standard Guide for use of ExpandedPolystyrene(EPS)Geofoami�Geotechnicalprojects." 3. Biocks of Foam-Control EPS Geofoam shouid be placed tightly on the prepared sand pad/leve�ing course <sand must not be frozen). If multiple layers of Foam-Control EPS For most applications utilizing solid subgrades the following Geofoam are required,orient successive layers of biocks at guidelines apply. 90°to previous layer. Offset block joints between layers. Subgrade Preparation. 4. Geofoam must receive temporary bailast during all phases 1. Clear and grub site. of construction to prevent displacement by wind or high 2. Excavate existing soil if required. water conditions. 3. At design engineer's discretion, piace geotextile over 5. In order to facilitate construction during precipita- graded s�rface,i.e.,soft soils,etc. tion or when frost or icing is encountered, horizontal 4. Dewater site as required. restraint between layers of Foam-Control EPS Geofoam 5. Place a sand pad/leveling course over the prepared sur- may be desired. Use of GeoGripper Plates placed be- face,2"(50 mm)thickness minimum. Level to+-1/2"per 10' tween horizontal layers of biocks should occur. Con- (10 mm per 3 meters)horizontal. Sand pad surfaces shouid suit GeoGripper Plate literature for plate specifications. be above ground water level at time of Foam-Control EPS 6. Commence with the placement of permanent overlying Geofoam placement. materials as quickiy as practicai. 7. In pavement design for cold regions where differential icing Placement. may occur, provide an adequate thickness of a weli graded l. At time of materiai delivery, verify identification marks <must contain a high degree of fines)subbase mix which will on face of the product. Use material of proper Type retain moisture. Most designs are adequate with sub-base only and as specified. Field sampiing and testing of the thickness of 20" to 32" (500 mm to 800 mm) placed over Foam-Control EPS Geofoam will be as specified by the the Foam-Control EPS Geofoam. Engineer. Properties of density and compressive resistance shall be verified in accordance with the specification. Disclaimer Guidelines provided herein give basic information and illus- trate exampies of Foam-Controi EPS Geofoam installation. The basic information provide herein is not intended to cov- er every pote�tial use and application of the Foam-Control EPS Geofoam. it is the responsibility of the installer to be- come familiar with his specific application and determine if the Foam-Control EPS Geofoam is suitable. By commencing work, the instailer accepts fuli responsibility for the proper and safe installation of Foam-Control EPS Geofoam at his job site. Furthermore, it is the sole responsibility of the in- staller to meet all federai and local regulatory requirements for job site safety for himseif, his workers and any others on the job site while in the execution of all phases of the Foam-Control EPS Geofoam installation. AFM FOAM Foam-Convol EPS produds are manufac- tured 6y AFM Corpo2tlan ficenseas. Copyright 43 2072 AFM Corporalion. All righLS reserveC.Pnnletl in USA. Foam-ConVOI,Conlrol,Not CAmpfomise, GeaGripper,and PeAOrm GuaN are tra0e- marks of AFM Coryoration,Lakeville,MN. UL logo Is e registeretl Vatlemark of Undervm[ers Laboralories Inc. GFOS-it/12-E • ' • � � � � • • ' • CONTROI www.niiti.us Profis Anchor 2.4.9 Company: Vector Engineering Inc Page: 1 Specifier: Collin McMaster Project: Yelm Cinemas Address: 2724 Black Lake Bivd Sw Ste 202 Sub-Project I Pos.No.: Handrail Phone I Fax: 360.352.2477� Date: 10/17/2014 E-Mail: Specifier's comments: 1 Input data �+•�-�.-�*�� Y �... Anchor type and diameter: HIT-HY 200+HAS 7/2 _.„.. . ,....,,� Effective embedment depth: hefop1i=9•961 in.(he,i;m;�=10.000 in.) Material: 5.8 Evaluation Service Report: ESR-3187 Issued I Valid: 5/1/2014�3/1/2016 Proof: design method ACI 318!AC308 Stand-off installation: eb=0.000 in.(no stand-of�;t=0.375 in. Anchor plate: Ix x ly x t=3.000 in.x 6.000 in.x 0.375 in.;(Recommended plate thickness:not calculated) Profile: Round HSS,Steel pipe(AISC);(L x W x�=1.900 in.x 1.900 in.x 0.145 in. Base material: cracked concrete,2500,f�=2500 psi;h=420.000 in.,Temp.short/long:32/32°F Installation: hammer drilled hole,installation condition:dry Reinforcement: tension:condition B,shear:condition B;no supplemental splitting reinforcement present edge reinforcement:none or<No.4 bar Seismic loads(cat.C,D,E,or F) no Geometry[in.]&Loading[Ib,in.lb] Z o� �0 �; 3.5 _k,�-�–'�-- � _�Y-- J�---k:--" 1? �- ✓"_— � .� 3 �_- ., 2 --��"-��p.375 � g . f— !�``6 '�—T �� _ �= - - . - - a � `r�,..-, � � ' �► ,;, IV��" x - Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan IIIIIIII www.hiiti.us Profis Anchor 2.4.9 Company: Vector Engineering Inc Page: 2 Specifier: Collin McMaster Project: Yelm Cinemas Address: 2724 Black Lake Blvd Sw Ste 202 Sub-Project I Pos.No.: Handrail Phone I Fax: 360.352.2477� Date: 10/17/2014 E-Mail: 2 Load case/Resulting anchor forces � Load case:Design loads 2 Anchor reactions[Ib] Tension force:(+Tension,-Compression) Anchor Tension force Shear force Shear force x Shear force y � 1 4983 150 150 0 2 4983 150 150 0 'X max.concrete compressive strain: 1.08[%o] Tensior�ompre sion max.concrete compressive stress: 4698[psi] resulting tension force in(x/y)=(0.000/0.000): 9966[Ib] resulting compression force in(x/y)=(1.264/0.000):9966[Ib] ' O 1 3 Tension load Load N„a[Ib] Capacity«N„[Ib] Utilization�,,=N„a/+N„ Status Steel Strength* 4983 6688 75 OK Bond Strength'" 9966 12839 78 OK Concrete Breakout Strength" 9966 9971 100 OK "anchor having the highest loading "anchor group(anchors in tension) 3.1 Steel Strength Nsa =ESR value refer to ICC-ES ESR-3187 �Nsleei'N1e ACI 318-08 Eq.(D-1) Variables � �e.N Iin.21 futa IPS7 1 0.14 72500 Calculations Nsa��b� 10290 Results Nsa��b� �steel �Nsa��b� Nua��b� 10290 0.650 6688 4983 Input data and results must be checked for agreement with fhe existing conditions and for plausibilityl ' PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan www.niiti.us Profis Anchor 2.4.9 Company: Vector Engineering Inc Page: 3 Specifier: Collin McMaster Project: Yelm Cinemas Address: 2724 Black Lake Blvd Sw Ste 202 Sub-Project I Pos.No.: Handrail Phone I Fax: 360.352.2477� Date: 10/17/2014 E-Mail: 3.2 Bond Strength Na9 — \ANao/wed,Ne y1g,Na�/e�,rva VJP.Na Nao ICGES AC308 Eq.(D-16b) �Na9 >N�a ACI 318-08 EC�.(D-1) ANa =see ICC-ES AC308,Part D.5.3.7 ANaO —Scr,Na ICGES AC308 Eq.(D-16C) Scr,Na -2Od Tk,!+ncr c 3 hef ICGES AC308 Eq.(D-16d) 1450— _Scr,Na ICGES AC308 EC�.(D-162) Ccr,Na — 2 �ped,Na =0�7+0.3�Ca,min�c 1.0 ICGES AC308 Eq.(D-16R1) �Ccr,Na S 0.5 �ps,Na =V�e,Nao+ [(�) ' (1 -��q,Nao),'-1.0 ICGES AC308 Eq.(D-16g) Scr,Na 1.5 �p9,Nao =�-[(�-1)� � tk'` � ,?1.0 ICGES AC308 Eq.(D-16h) �Tk,max,c k Tk,max,c—,�—d h� ICGES AC308 Eq.(D-16i) 1 �1ec,Na — �� + 2eN �<1.0 ICGES AC308 Eq.(D-16j) � Scr,Na wp Na _M�lCa,min Ccr,Nal c 1.0 ICGES AC308 Eq.(D-16p) l / � Cac Cac Nao =tk,c'xbond"1c'd�he� ICGES AC308 Eq.(D-16� Variables Zk,c,uncr LPS�I danchor Lln.l her I�n•1 Ca,min llfl.� Sy��Ifl.� fl Tk��PSI� 1880 0.500 9.961 4.500 3.500 2 1051 k� f�[PS7 e�,.r,[in.1 e�z.n,[in.l �a�[in.] Kbond 17 2500 0.000 0.000 16.904 1.00 Calculations Scr,Na LI�.I �cr.Na Lln.l ANa ll�.zJ ANao I��.2] y/eqNa ik,max LPS�I 11.385 5.693 151.72 129.63 0.937 1707 y/g,Nao l�/g,Na l�1ecl,Na �/ec2,Na 1�lp,Na Nao[Ib] 1.214 1.095 1.000 1.000 1.000 16440 Results Na9 I�bI �eond �Na9 I�b� Nua��b� 19752 0.650 12839 9966 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan www.niiti.us Profis Anchor 2.4.9 Company: Vector Engineering Inc Page: 4 Specifier: Collin McMaster Project: Yelm Cinemas Address: 2724 Black Lake Blvd Sw Ste 202 Sub-Project I Pos.No.: Handrail Phone I Fax: 360.352.2477� Date: 10/17/2014 E-Mail: 3.3 Concrete Breakout Strength N�bs =(�`>V/ec,N y/ed,N y1c.N�1cp.N Np ACI 318-08 Eq.(D-5) ANco �N��y?N�a ACI 318-08 Eq.(D-1) AN� see ACI 318-08,Part D.5.2.1,Fig.RD.5.2.1(b) AN�a =9 he� ACI 318-08 Eq.(D-6) 1 wecN � +2 eN <_1.0 ACI 318-08 Eq.(D-9) 3 he, �/ed,N =0.7+p,3�Ca,min��1.0 ACI 318-08 Eq.(D-11) 1.5hef WCpN _M�/Ca,min 1.5hef1�1.0 ACI 318-08 Eq.(D-13) �`�Cac Cac 1 Nb =k��VT�IlejS ACI 318-08 Eq.(D-7) Variables he�Iin.l e�,.n,fin.l e�z.N Iin.l Ca,min[in.] w�.n, 9.961 0.000 0.000 4.500 1.000 �ac�Ifl.� kc �. fc�PS�� 16.904 17 1 2500 Calculations AN��in.z� An,�o Iin.Zl We�i.N Wecz.N Wearv W�P.N Nb��bl 648.34 891.87 1.000 1.000 0.790 1.000 26697 Results N�b9 I�bl �concrete �N��[Ibl Nua��b� 15340 0.650 9971 9966 Input data and results must be checketl for agreement with the existing conditions antl for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG.FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan www.niiti.us Profis Anchor 2.4.9 Company: Vector Engineering Inc Page: 5 Specifier: Collin McMaster Project: Yelm Cinemas Address: 2724 Black Lake Blvd Sw Ste 202 Sub-Project I Pos.No.: Handrail Phone I Fax: 360.352.2477� Date: 10/17/2014 E-Mail: 4 Shear load Load V„a[Ib] Capacity+V„[Ib] Utilization�,=V„a/+V„ Status Steel Strength� 150 3705 5 OK Steel failure(with lever arm)' N/A N/A N/A N/A Pryout Strength(Concrete Breakout 300 21475 2 OK Strength controls)'" Concrete edge failure in direction x+�' 300 3156 10 OK `anchor having the highest loading '�anchor group(relevant anchors) 4.1 Steel Strength Vsa =(n 0.6 A5e�f�,a) refer to ICGES ESR-3187 �usteel�U�a ACI 318-08 Eq.(D-2) Variables n �e.v�in.Z] futa�Psi] (n 0.6�e.v f��a)I�bl 1 0.14 72500 6175 Calculations Vsa��b� 6175 Results Vsa��b� �stee� �usa��b� Vua��b� 6175 0.600 3705 150 4.2 Pryout Strength(Concrete Breakout Strength controls) Vcpg —kcp[(pN�o)tpec,N y/ed,N y/c.N�/cp,N Nb] ACI 318-08 Eq.(D-31) �V�P9?V�a ACI 318-08 Eq.(D-2) AN� see ACI 318-08,Part D.5.2.1,Fig.RD.5.2.1(b) AN�o =9 hef ACI 318-08 Eq.(D-6) 1 weCN � +2 eN <_1.0 ACI 318-08 Eq.(D-9) 3 hef Wed,N =0.7+0.3�Ca,min 1 c 1.0 ACI 318-08 Eq.(D-11) 1.5hef/ WcPN _M�`Ca,m�� 1.5hefl c 1.0 ACI 318-08 Eq.(D-13) ` Cac Cac 1 Nb =k��hej5 ACI 318-08 Eq.(D-7) Variables k�P her�in.l e�,,N Iin.l e�z,N Iin.] Ca.min�in.] 2 9.961 0.000 0.000 4.500 l�/c.N Cac[Ifl.] kc � fc�ps�� 1.000 16.904 17 1 2500 Calculations AN�[in.z] AN�o I��?l 1�/ec1,N Wec2.N wetl.N WcP.N No��b� 648.34 891.87 1.000 1.000 0.790 1.000 26697 Results VcP9 Pbl �concrete ��/cpy[�b] Vua[�b] 30679 0.700 21475 300 Input tlata antl results must be checketl for agreement with lhe existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG.Schaan www.hiiti.us Profis Anchor 2.4.9 Company: Vector Engineering Inc Page: 6 Specifier: Collin McMaster Project: Yelm Cinemas Address: 2724 Black Lake Blvd Sw Ste 202 Sub-Project I Pos.No.: Handrail Phone I Fax: 360.352.2477� Date: 10/17/2014 E-Mail: 4.3 Concrete edge failure in direction x+ vCb9 — `Avco�i�ec,V�letl,V�Vc,V W�.V WParallel,V Vp ACI 318-08 Eq.(D-22) y�Vcbg�V�a ACI 318-08 Eq.(D-2) A�� see ACI 318-08,Part D.6.2.1,Fig.RD.6.2.1(b) A��o =4.5 Ca� ACI 318-08 Eq.(D-23) 1 V/e�v = �� + 2e��<_1.0 ACI 318-08 Eq.(D-26) 3Cai �/ed,v =0�7+0�3(1 5cei)�1.0 ACI 318-08 Eq.(D-28) Wh v _ 1.5ce��1.0 ACI 318-08 Eq.(D-29) ha 02 Vb = (7(a) �)i,�Cais ACI 318-08 Eq.(D-24) a Variables �a,[in.] �az[in.] e�v[in.] W�.v ha[in.] 4.500 - 0.000 1.000 420.000 le[Ill.] � da[Ifl.] f�[PSI] y/parallel,V 4.000 1.000 0.500 2500 1.000 Calculations Avc�In.2� Av�o Iin.Zl wec.v y�ed v wn.v Vb��b� 114.75 91.13 1.000 1.000 1.000 3581 Results Vcbg��b� �concrete �Vcbg��b� Vua��b� 4509 0.700 3156 300 5 Combined tension and shear loads RN p� � Utilization pN,v[%1 Status 1.000 0.095 1.000 92 OK pN�_(�3N+R�)/1.2<=1 6 Warnings • Load re-distributions on the anchors due to elastic deformations of the anchor plate are not considered.The anchor plate is assumed to be sufficiently stiff,in order not to be deformed when subjected to the loading! • Condition A applies when supplementary reinforcement is used.The�factor is increased for non-steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength.Refer to your local standard. • Design Strengths of adhesive anchor systems are influenced by the cleaning method.Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions • The ACI 318-08 version of the software does not account for adhesive anchor special design provisions corresponding to overhead applications. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan www.niiti.us Profis Anchor 2.4.9 Company: Vector Engineering Inc Page: 7 Specifier: Collin McMaster Project: Yelm Cinemas Address: 2724 Black Lake Blvd Sw Ste 202 Sub-Project I Pos.No.: Handrail Phone I Fax: 360.352.2477� Date: 10/17/2014 E-Mail: 7 Installation data Anchor plate,steel:- Anchor type and diameter:HIT-HY 200+HAS 1/2 Profile:Round HSS,Steel pipe(AISC); 1.900 x 1.900 x 0.145 in. Installation torque:360.001 in.ib Hole diameter in the fixture:df=0.563 in. Hole diameter in the base material:0.563 in. Plate thickness(input):0.375 in. Hole depth in the base material:9.961 in. Recommended plate thickness:not calculated Minimum thickness of the base material: 11.211 in. Cleaning:Premium cleaning of the drilled hole is required Y 1.500 1.500 0 � N O O O (`7 / , O I 1 O ch X � � i � �----� 0 0 � o �I 0 � N i 1.500 1.500 Coordinates Anchor in. Anchor x y c., c,x c_,, c,,, 1 0.000 -1.750 - 4.500 - - 2 0.000 1.750 - 4.500 - - Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registeretl Tratlemark of Hilti AG,Schaan ii www.niic�.us Profis Anchor 2.4.9 Company: Vector Engineering Inc Page: 8 Specifier: Collin McMaster Project: Yelm Cinemas Address: 2724 Black Lake Blvd Sw Ste 202 Sub-Project I Pos.No.: Handrail Phone I Fax: 360.352.2477� Date: 10/17/2014 E-Mail: 8 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles,formulas and security regulations in accordance with Hilti's technical directions and operating,mounting and assembly instructions,etc.,that must be strictly complied with by the user. All figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you. Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly with regard to compliance with applicable norms and permits,prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular,you must arrange for the regular backup of programs and data and,if applicable,carry out the updates of the Software offered by Hilti on a regular basis.If you do not use the AutoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences,such as the recovery of lost or damaged data or programs,arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan www.niiti.us Profis Anchor 2.4.9 Company: Vector Engineering Inc Page: 1 Specifier: Collin McMaster Project: Yelm Cinemas Address: 2724 Black Lake Blvd Sw Ste 202 Sub-Project I Pos.No.: Handrail Phone I Fax: 360.352.2477� Date: 10/17/2014 E-Mail: Specifier's comments: 1 Input data Anchor type and diameter: Hex Head ASTM F 1554 GR.36 1/2 � ,.. Effective embedment depth: he,=5.000 in. Material: ASTM F 1554 Proof: design method ACI 318-08/CIP Stand-off installation: eb=0.000 in.(no stand-of�;t=0.375 in. Anchor plate: Ix x lY x t=3.000 in.x 6.000 in.x 0.375 in.;(Recommended plate thickness:not calculated) Profile: Round HSS,Steel pipe(AISC);(L x W x�=1.900 in.x 1.900 in.x 0.145 in. Base material: cracked concrete,2500,f�=2500 psi;h=420.000 in. Reinforcement: tension:condition B,shear:condition B; edge reinforcement:none or<No.4 bar Seismic loads(cat.C,D,E,or F) no Geometry[in.]&Loading[Ib,in.lb] Z 0 �a �J 4 �Y-- °° �-�----`-�� ' � o --- ��_ _ .,�� /,�� ,� �- �`^- --375 �, \ � ,�,-'�--"� � �'� � -'� � �- `�\ f�f..-- � �=; N� � --= �� ---"r ��, �,- Q i ,-� Q � l7 � i `ti—'� �Q� —--� ~ - � �� '. X �� . . Input data and results must be checked for agreement with the existing conditions and tor plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan www.niiti.us Profis Anchor 2.4.9 Company: Vector Engineering Inc Page: 2 Specifier: Collin McMaster Project: Yelm Cinemas Address: 2724 Black Lake Blvd Sw Ste 202 Sub-Project I Pos.No.: Handrail Phone I Fax: 360.352.2477� Date: 10/17/2014 E-Mail: 2 Load case/Resulting anchor forces Load case:Design loads 2 Anchor reactions[Ib] Tension force:(+Tension,-Compression) Anchor Tension force Shear force Shear force x Shear force y 1 3322 150 150 0 2 3322 150 150 0 �i 'X max.concrete compressive strain: 0.72[%] Tensior�ompre sion max.concrete compressive stress: 3131 [psi] resulting tension force in(x/y)=(0.000/0.000): 6644[Ib] �'', resulting compression force in(x/y)=(1.264/0.000):6644[Ib] O , 3 Tension load Load N„a Ilb] Capacity«N„[Ib] Utilization�„=N„a/�N„ Status Steel Strength' 3322 6177 54 OK Pullout Strength' 3322 4074 82 OK Concrete Breakout Strength'* 6644 7328 91 OK Concrete Side-Face Blowout,direction*" N/A N/A N/A N/A `anchor having the highest loading *'anchor group(anchors in tension) 3.7 Steel Strength Nsa =n Ase,N futa ACI 318-08 Eq.(D-3) �Nstee�?Nua ACI 318-08 Eq.(D-1) Variables n Ase,N I�n.2� futa�PS�� 1 0.14 58000 Calculations Nsa��b� 8236 Results Nsa��b� �stee� �Nsa��b� Nua��b� 8236 0.750 6177 3322 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG.FL-9494 Schaan Hilli is a registered Trademark of Hilti AG,Schaan www.niici.us Profis Anchor 2.4.9 Company: Vector Engineering Inc Page: 3 Specifier: Collin McMaster Project: Yelm Cinemas Address: 2724 Black Lake Blvd Sw Ste 202 Sub-Project I Pos.No.: Handrail Phone I Fax: 360.352.2477� Date: 10/17/2014 E-Mail: 3.2 Pullout Strength NPN =��P NP ACI 318-08 Eq.(D-14) NP =8 Ab�9 f� ACI 318-08 Eq.(D-15) �NPN'-Nua ACI 318-08 Eq.(D-1) Variables w�,P Ab�[in.21 f�IPS�] 1.000 0.29 2500 Calculations NP[Ib] 5820 Results Npn l�bl �concrete Q1 Npn��b� Nua��bl 5820 0.700 4074 3322 , 3.3 Concrete Breakout Strength Ncby =(A a��1ec,N y1etl,N y1c,N Wcp,N Np ACI 318-08 Eq.(D-5) �N��>_N�a ACI 318-08 Eq.(D-1) AN� see ACI 318-08,Part D.5.2.1,Fig.RD.5.2.1(b) AN�o =9 hef ACI 318-08 Eq.(D-6) 1 �/ec,N � +Z eN <_1.0 ACI 318-08 Eq.(D-9) 3 he� y1ed,N —O.7+Q,3(Ca,min l c 1.0 ACI 318-08 Eq.(D-11) \1.5he�/ W�P,N —M�(Ca—min 1.5he�l c 1.0 ACI 318-08 Eq.(D-13) �ac Cac J Nb =k�� he�s ACI 318-08 Eq.(D-7) Variables her[in.l e�,,N[in.l e�z,N[in.] Ca,min[in.] w�.N 5.000 0.000 0.000 3.500 1.000 Cac�Ifl.� kc � fc�ps�� 0.000 24 1 2500 Calculations ANC l�n?1 An,�o[�n.Zl 1�1ec1.N 1�1ec2.N y/etl.N 1�/cP.N Nb��bl 209.00 225.00 1.000 1.000 0.840 1.000 13416 Results N�b9 I�bl �concrete �Ncbg��b� Nua��b� 10468 0.700 7328 6644 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan www.hilti.us Profis Anchor 2.4.9 Company: Vector Engineering Inc Page: 4 Specifier: Collin McMaster Project: Yelm Cinemas Address: 2724 Black Lake Blvd Sw Ste 202 Sub-Project I Pos.No.: Handrail Phone I Fax: 360.352.2477� Date: 10/17/2014 E-Mail: 4 Shear load Load V„a[Ib] Capacity�V„[Ib] Utilization�,=V�a/;V� Status Steel Strength' 150 3212 5 OK Steel failure(with lever arm)" N/A N/A N/A N/A Pryout Strength*' 300 14656 3 OK Concrete edge failure in direction x+** 300 2374 13 OK 'anchor having the highest loading *'anchor group(relevant anchors) 4.1 Steel Strength Vsa =n 0.6 Ase.v fma ACI 318-08 Eq.(D-20) �Vsteel�V�a ACI 318-08 Eq.(D-2) Variables n ASe.v Iin.ZI futa�ps�� 1 0.14 58000 Calculations Vsa��b� 4942 Results Usa L�bJ y�steel y�Usa l�bJ Uua L�bl 4942 0.650 3212 150 4.2 Pryout Strength V�P9 —k�P��qN o)we�.N wed.N w�.N w�v.N Nb] ACI 318-08 Eq.(D-31) �V�P9?V�a ACI 318-08 Eq.(D-2) Ar,� see ACI 318-08,Part D.5.2.1,Fig.RD.5.2.1(b) AN�o =9 he� ACI 318-08 Eq.(D-6) 1 y�ec,N � +2 en, 5 1.0 ACI 318-08 Eq.(D-9) 3 hef y�etl,N =0.7+0,3�Ca,min 1 c� 0 ACI 318-08 Eq.(D-11) 1.5hef/ wcPN _M�`�a_min 1•5hefl�1.0 ACI 318-08 Eq.(D-13) � �ac Cac � Nb =k��he#5 ACI 318-08 Eq.(D-7) Variables k�P her[in.] e�,.N[in.] e�.N[in.] Ce.min[in.] 2 5.000 0.000 0.000 3.500 Wc.N Cac�Ifl.� �(c �. fc�PS�� 1.000 - 24 1 2500 Calculations z z ANC�in. � An,�o Iin. 1 Wec1,N y�e�z,N qrea,N yi�P,N Nb[Ib] 209.00 225.00 1.000 1.000 0.840 1.000 13416 Results V�P9 Ilbl �concrete �Vcpg[�b� Vua��b� 20937 0.700 14656 300 Input dala and results must be checked for agreement with ihe existing conditions and for plausibilityl PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan www.nilti.us Profis Anchor 2.4.9 Company: Vector Engineering Inc Page: 5 Specifier: Collin McMaster Project: Yelm Cinemas Address: 2724 Black Lake Blvd Sw Ste 202 Sub-Project I Pos.No.: Handrail Phone I Fax: 360.352.2477� Date: 10/17/2014 E-Mail: 4.3 Concrete edge failure in direction x+ VCb9 _ `A co/ �fec,V Wetl,V L�c,V l�p,V l�parellel,V Vb ACI 318-08 Eq.(D-22) �V��>_V�a ACI 318-08 Eq.(D-2) A�� see ACI 318-08,Part D.6.2.1, Fig.RD.6.2.1(b) Av�o =4.5 Cai ACI 318-08 Eq.(D-23) 1 ��eG� � + 2e� <_1.0 ACI 318-08 Eq.(D-26) 3Ca� y/ed,v =0.7+0.3(�5ca1)<_1.0 ACI 318-08 Eq.(D-28) Wh,v - 1.5ca>>1.0 ACI 318-08 Eq.(D-29) hy 0.2 Vb = (7(tl� ��,�Ca�S ACI 318-08 Eq.(D-24) \ \ a Variables �a, [in.] �az[in.] e��[in.] w�.v ha[in.] 3.500 - 0.000 1.000 420.000 le[Ifl.] T, dy[Ifl.] 1�[PSI] qlparallel,v 4.000 1.000 0.500 2500 1.000 Calculations Av��in.Zl Av�o Iin.Zl y�e�.v Wea,v Wn.v Vo I�b1 76.13 55.13 1.000 1.000 1.000 2456 Results Vcbg I�bl �concrete �Vcbg[�b� Vua��b� 3392 0.700 2374 300 5 Combined tension and shear loads (3N p� � Utilization RN v[%j Status 0.907 0.126 1.000 87 OK RN�_(RN+p�)/1.2<=1 6 Warnings • Load re-distributions on the anchors due to elastic deformations of the anchor plate are not considered.The anchor plate is assumed to be sufficiently stiff,in order not to be deformed when subjected to the loading! • Condition A applies when supplementary reinforcement is used.The�factor is increased for non-steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength.Refer to your local standard. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions antl for plausibility! PROFIS Anchor(c)20032009 Hilti AG.FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan www.niiti.us Profis Anchor 2.4.9 Company: Vector Engineering Inc Page: 6 Specifier: Collin McMaster Project: Yelm Cinemas Address: 2724 Black Lake Blvd Sw Ste 202 Sub-Project I Pos.No.: Handrail Phone I Fax: 360.352.2477� Date: 10/17/2014 E-Mail: 7 Installation data Anchor plate,steel:- Anchor type and diameter:Hex Head ASTM F 1554 GR.36 1/2 Profile:Round HSS,Steel pipe(AISC); 1.900 x 1.900 x 0.145 in. Installation torque:-0.009 in.lb Hole diameter in the fixture:df=0.563 in. Hole diameter in the base material:-in. Plate thickness(input):0.375 in. Hole depth in the base material:5.000 in. Recommended plate thickness:not calculated Minimum thickness of the base material:6.844 in. Cleaning:No cleaning of the drilled hole is required Y 1.500 1.500 0 0 0 0 0 0 c� / i 0 � o � X v \ / I � o' oj 0 � � 0 0 0 1.500 1.500 Coordinates Anchor in. Anchor x y c_x c,x c.Y c.Y 1 0.000 -2.000 - 3.500 - - 2 0.000 2.000 - 3.500 - - Input data and results must be checked for agreement with the existing conditions and tor plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan www.niiti.us Profis Anchor 2.4.9 Company: Vector Engineering Inc Page: 7 Specifier: Collin McMaster Project: Yelm Cinemas Address: 2724 Black Lake Blvd Sw Ste 202 Sub-Project I Pos.No.: Handrail Phone I Fax: 360.352.2477� Date: 10/17/2014 E-Mail: 8 Remarks; Your Cooperation Duties • Any and all information and data contained in the Soflware concern solely the use of Hilti products and are based on the principles,formulas and security regulations in accordance with Hilti's technical directions and operating,mounting and assembly instructions,etc.,that must be strictly complied with by the user. All figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you. Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly with regard to compliance with applicable norms and permits,prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the resuits or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular,you must arrange for the regular backup of programs and data and,if applicable,carry out the updates of the Software offered by Hilti on a regular basis.If you do not use the AutoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences,such as the recovery of lost or damaged data or programs,arising from a culpable breach of duty by you. 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