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Specifications APPROVED ECG .ECEIV REVISION MAY 1 $ 2022 / CITY OF TIGARD BUILDING DIVISION 7650 S.W.Beveland St. TM RIPPEY Tigard,Oregon 97223 C Phone: (503)443-3900 CONSULTING ENGINEERS Fax: (503)443-3700 STRUCTURAL CALCULATIONS PROJECT: BRIDGETOWN ER AND VETERINARY-FENCE I � LOCATION: 15333 SW SEQUOIA PKWY,SUITE 100 TIGARD,OR 97224 tiRtio PR Ores, CLIENT: EMMETT PHAIR 4.1 0NGINFFg 95020PE DATE: APRIL 20,2022 PROJECT NUMBER: 22078 v OREGON q "psy<l'.11, 2� VA JJ �` \ TABLE OF CONTENTS: EXPIRES: 3of 2� ITEM SHEET NUMBER GENERAL NOTES AND INSPECTIONS N1—N2 DETAIL SKl—SK2 CALCULATIONS Cl—C5 DESCRIPTION: THIS DESIGN PACKAGE INCLUDES DETAILS AND CALCULATIONS FOR THE FOUNDATION SUPPORT OF AN 8 FOOT TALL ALUMINUM PRIVACY FENCE. REVISION OFFICE COPY CITY OF TIGARD., REVIE D FOR CODE COMPLIANCE OF PERMIT 'A n: ] VALIDITY prove P THE ISSUANCE OF A PERMIT OTC: ( ] BASED ON CONSTRUCTION Permit#: u aO 7 1 �n DOCUMENTS AND OTHER DATA SHALL NOT PREVENT Address: kS~ IA.<e ,A ; C. THE CODE OFFICIAL FROM suite# REQUIRING THE CORRECTION Date: `�_ OF ERRORS.OSSC 105.4 n ... .i.� GENERAL STRUCTURAL NOTES CODE REQUIREMENTS: • CONFORM TO THE 2018 INTERNATIONAL BUILDING CODE AS AMENDED BY THE OREGON STRUCTURAL SPECIALTY CODE, REFERENCED HEREAFTER AS IBC. DESIGN CRITERIA: DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE IBC. IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS WERE USED FOR DESIGN, WITH LIVE LOADS REDUCED PER IBC: BASIC WIND SPEED(3-SEC GUST, ULTIMATE): 97 MPH WIND EXPOSURE: B CAST-IN-PLACE CONCRETE: MIX DESIGN: PREPARE DESIGN MIXES FOR EACH TYPE OF CONCRETE. PROPORTION MIXES BY EITHER LABORATORY TRIAL BATCH OR FIELD EXPERIENCE METHODS, USING MATERIALS TO BE EMPLOYED ON THE WORK FOR EACH CLASS OF CONCRETE REQUIRED. FURNISH CERTIFIED REPORTS OF EACH PROPOSED MIX FOR EACH TYPE OF WORK OF THIS SECTION. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS, ALONG WITH TEST DATA AS REQUIRED, A MINIMUM OF TWO WEEKS PRIOR TO PLACING CONCRETE. ADMIXTURES: AIR ENTRAINING AGENT IN ACCORDANCE WITH ASTM C260 AND WATER-REDUCING ADMIXTURE CONFORMING TO ASTM 494, USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, MAY BE INCORPORATED IN CONCRETE DESIGN MIXES. AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260 SHALL BE USED IN CONCRETE MIXES FOR EXTERIOR HORIZONTAL SURFACES EXPOSED TO WEATHER. THE AMOUNT OF ENTRAINED AIR SHALL BE 5% -7% BY VOLUME. FLY ASH SHALL CONFORM TO ASTM C 618 AND SHALL BE LIMITED TO A 15% MAXIMUM BY CEMENT WEIGHT. CONCRETE WORK SHALL CONFORM TO ACI 301. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS PER ASTM C39, AND SHALL BE AS FOLLOWS: FOOTINGS: fc=2,500 PSI AT 28 DAYS. (MINIMUM CEMENT CONTENT=470 LBS) ABSOLUTE WATER/CEMENT RATIO BY WEIGHT: fc= 2,500 PSI (0.54 NON-AIR ENTRAINED, 0.46 AIR ENTRAINED) CONCRETE REINFORCING STEEL: REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 FOR DEFORMED BARS, UNLESS OTHERWISE NOTED. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING STEEL TO BE HOT DIP GALVANIZED SHALL CONFORM TO ASTM 767. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND A185. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI 315 LATEST EDITION ("DETAILS AND DETAILING CONCRETE REINFORCEMENT"). UNLESS NOTED OTHERWISE ON THE DRAWINGS LAP SPLICE LENGTHS SHALL BE AS FOLLOWS: NO. 6 AND SMALLER NO. 7 AND LARGER FOR fc=2,500 PSI -LAP SPLICE LENGTH= 58 BAR DIAMETERS. 72 BAR DIAMETERS REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS: '(� �"T TM RIPPEY 1 1Y1 LZ Consulting Engineers --— By: JH Date: BRIDGETO WN ER AND VETERINARY 7650 S W Beveland Street —__...__ Chk __ B3Y: Date: Suite 100 Tigard,Oregon 97223 _ Job k: 22078 Phone:(503)443-3900 Sheet: NI Of: CONDITION: MINIMUM COVER: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" CONCRETE EXPOSED TO EARTH AND WEATHER: NO.5 BAR, W31 OR D31 WIRE AND SMALLER 1 1/2" CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH: SLABS,WALLS, AND JOISTS: NO.11 BARS AND SMALLER 3/4" BEAMS AND COLUMNS: PRIMARY REINFORCEMENT,TIES, STIRRUPS AND SPIRALS 1 1/2" EXISTING CONDITIONS: THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS PRIOR TO THE START OF THE WORK. TEMPORARY CONDITIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE NEW AND EXISTING STRUCTURES AND WALLS DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY. FLASHING AND WATERPROOFING: ALL FLASHING AND WATERPROOFING SHALL BE BY OTHERS UNLESS NOTED OTHERWISE ON THE PLANS. livrT TM RIPPEY By: �H Date: r - Consulting Engineers 7650 SW Beveland Street BRIDGETOWN ER AND VETERINARY Chk By: Date:_ Suite 100 Tigard,Oregon 97223 Job#: 22078 Phone:(503)443-3900 Sheet: N2 Of: SN fit d:,o:;d 1.;t SLV.R ,d l AREA OF WORK FOR 8' rSf E,y „,< ) Q t" el TALL SLEEKFENCE . PRIVACY FENCE W/ -� . d A c3 POSTS @ 6'-0"0/C MAX. • r - /11111 r 0 zi IN 000ll I On : I I PRE Fi ---Kq, i� l � - {3 p- s 95020PE „ C \ •� IPII N cl ) � 0 <> OREGON II 1, 't9 /, ® �'�� �, u,< ' v 'gyp` ��' i o t c r ._©._ '�' y ,, IL'JI',j t • v v v �' II s .AIM.. 1 IIa ■ ■ vAJ3ti\- ti �, 2 EXP: 6/30/23 •tt•,Iscam �■ •om t a41.�=1 ■ �' "— ® dt ADDRESS: 0111 • -7 ll • ' 15333 SW SEQUOIA PKWY, ■ .-'fiYP" ®g g�� �' O • � SUITE 100 ■ — ■ r- . W I TIGARD,OR 97224 • ■ • • a ■ r • PARTIAL PLAN 15 1 41111111 SCALE: N.T.S. 1 _' 1 M 1 . TM RIPPEY BY J H DATE CONSUr.TINGENGINEERS BRIDGETOWN ER AND VETERINARY CHKBY DATE 7650 S.W.Beveland St,Suite 100 JOB NO 22078 Tigard,Oregon 977"93 Phone(503)443-3900 SHEET SK1 OF SLEEKFENCE 4"x4"x12'-0" 'DIG&SET POST KIT' SLEEKFENCE PANELS EMBEDDED 3'-9"INTO ATTACHED PER • CONCRETE FOOTING MANUFACTURER REQUIREMENTS 1 I GRADE PER DESIGNER DRAWINGS I i I I 16"Q x 4'-6"CONCRETE FOOTING w/(5)#5 VERT BARS EQUALLY SPACE AND#3 HOOPS 3"FROM I TOP AND BOTTOM AND SPACED AT 1'-0"0/C MAX BETWEEN. I3' G�R iJf,. • 001 OREGON Ar, ! U o O 't 1t do Sh,UA J J \A` EXP: 6/30/23 1 SECTION AT POST SK� SCALE: N.T.S. TM RIPPEY _... BY J H DATE Yl CONSULTING ENGINEERS BRIDGETOWN ER AND VETERINARY CHKBY DATE 7650 S.W.Beveland St,Suite 100 JOB NO 22078 Tigard,Oregon 97223 Phone(503)443-3900 ___-- -- soEer SK2 OF TM Rippey Consulting Engineers Wind Load:Solid Freestanding Walls&Solid Freestanding Signs Project: Bridgetown ER and Veterinary Address: 15333 SW Sequoia Pkwy, Suite 100 Job#: 22078 Date: 4/6/2022 Notes: ASCE 7-16 Design Wind Load Red=manual entry Blue=calculation B= 6.00 Width(ft) See page 2 s= 8.00 Height(ft) See page 2 h= 8.00 Height above ground level to top of sign(ft) See page 2 L�= 0.00 Horizontal dimension of return corner(ft) See page 2 Exposure= B a= 7.0 3-sec gust-speed power law exponent Table 26.9.1 i z9= 1200 Nominal height of the atmospheric boundary layer(ft) Table 26.9.1 Kh= 0.57 Velocity pressure coefficient §29.3.1 KZ,= 1.0 Topographic factor §26.8.2 Ka= 0.85 Wind directionality factor §26.6 V= 97 Basic wind speed(mph) qh= 11.77 Velocity pressure(psf) Eqn.29.3-1 G= 0.85 Gust-effect factor §26.9 A. = 0.00 Area of openings(ft`) AS= 48.00 Gross area of wall or sign(fe) = 1.00 Ratio of solid area to gross area Fig.29.4-1 (Cr)AB= 1.49 Net force coefficient(Cases A and B) Fig.29.4-1 (Cr)c r= 0.00 Not applicable Fig.29.4-1 (Cr)c,2= 0.00 Not applicable Fig.29.4-1 (Cr)c,3= 0.00 Not applicable Fig.29.4-1 (Cr)c,4= 0.00 Not applicable Fig.29.4-1 (Cr)c,s= 0.00 Not applicable Fig.29.4-1 (Cf)c.6= 0.00 Not applicable Fig.29.4-1 (Cr)c.7= 0.00 Not applicable Fig.29.4-1 Cases A and B Case C F= 715.74 lbs. Force Region F�= 0.00 lbs. Not applicable F2= 0.00 lbs. Not applicable F3= 0.00 lbs. Not applicable F4= 0.00 lbs. Not applicable F3= 0.00 lbs. Not applicable Fe= 0.00 lbs. Not applicable F2= 0.00 lbs. Not applicable Notes Consider both Cases A and B to allow for normal and oblique wind directions. Since s/h=1,the resultant force acts at 0.05h above the geometric center(see cross-section view). Page 1 of 2 C.1 14 s/2 F SOLID SIGN OR + s FREESTANDING s h s/2 ,F WALL h s=hV I 0.05h \\\X GROUND SURFACE GROUND SURFACE s/h<1 s/h=1 ELEVATION VIEW CROSS-SECTION VIEW WIND jF 0.2B ; RANGE F WIND CASE A CASE B s s s Balance A PLAN VIEW OF WALL OR SIGN WIND/ A j 1 L, WITH A RETURN CORNER � J F WIND/Il 4 'I F B F F CASE C Ref.ASCE 7-10 Fig. 29.4-1 Page 2 of 2 C2 1 i Pole FootingEmbedded in Soil File:63-20 fence,B post0.ec6 Software htENERCALC,INC.1�32020uiId:12.20.8.2d Lic.fe:KW-06002562 TM RIPPEY CONSULTING ENGINEERS DESCRIPTION: --None-- Code References Calculations per IBC 2018 1807.3,CBC 2019,ASCE 7-16 Load Combinations Used : IBC 2018 General Information Pole Footing Shape Circular Pole Footing Diameter 16.0 in Calculate Min.Depth for Allowable Pressures [ No Lateral Restraint at Ground Surface Allow Passive 250.0 pcf Max Passive 1,500.0 pst -- Point Load Controlling Values Zo Governing Load Combination: +D+0.60W41 M Lateral Load 0.4296 k ., ir Moment 1,$90 k-ft Soil Surface No lateral r straint NO Ground Surface Restraint [ Pressures at 1/3 Depth at l Actual 363.246 Pr, 1 i Allowable 363.264 Psf , Minimum Required Depth 4.375 ft Footing Base Area 1.396 ft"2 Maximum Soil Pressure 0.0 ksf Applied Loads Lateral Concentrated Load (k) Lateral Distributed Loads (kit) Vertical Load (k) D:Dead Load k k/ft k Lr:Roof Live k kilt k L:Live k kilt k S:Snow k k/ft k W:Wind 0.7160 k kilt k E:Earthquake k k/ft k H:Lateral Earth k k/ft k Load distance above TOP of Load above ground surface ground surface 4.40 ft ft BOTTOM of Load above ground surface ft Load Combination Results Forces @ Ground Surface Required Pressure at 1/3 Depth Soil Increase Load Combination Loads-(k) Moments-(ft-k) Depth-(ft) Actual-(psi) Allow-(psi) Factor ' +D+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+L+H 0.000 0.000 0.13 0.0 0.0 1.000 +0+Lr+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+S+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+0.750Lr+0.750L+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+0.750L+0.750S+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+0.60W+H 0.430 1.890 4.38 363.2 363.3 1.000 +D+0.70E+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+0.750Lr+0.750L+0.450W+H 0.322 1.418 4.00 324.1 324.5 1.000 File:22078 fence posts.ec6 Pole Footing Embedded in Soil Software•,l right ENERCALC,INC.1983-2020,&sie:1220.8.24 Lic.#:KW-06002562 TM RIPPEY CONSULTING ENGINEERS DESCRIPTION: --None— +D+0.750L+0.750S+0.450W+H 0.322 1.418 4.00 324.1 324.5 1.000 +0+0.750L+0.750S+0.5250E+H 0.000 0.000 0.13 0,0 0.0 1.000 +0.60D+0.60W+0.60H 0.430 1.890 4,38 363.2 363.3 1.000 +0.60D+0.70E+0.60H 0.000 0.000 0.13 0.0 0.0 1.000 i I I 1 i 1 Ire_ • SLEEKFE \ CF This is a general guide and is not advice. Many factors unknown to us may affect the applicability of statements or comments hereinto your particular circumstances.Consult your structural engineer and other relevant advisors for your specific installation. 1' PROJECT APPLICATION CHART & WIND RATINGS • These structural calculations are strictly based on SLEEKFENCE systems,and Canadian requirements. • PSF &Estimated Windload ratings are based on our max screw distances being adhered to when mounting panels to posts,and it assumes posts are securely mounted/set in ground. • Ratings for in ground applications are assuming posts are set below the frost line,with concrete. Structural engineering is recommended on a per project basis,to determine the best footingdesign (width,depth,and cement type). • Ratings for concrete mount posts are assuming posts are securely fastened—structural engineering is i I also recommended on a per project basis,to determine the best anchor size and type. • Guard Rails,Balcony Railing,and Pool Fencing requirements may vary per application. Max Screw distance—ALL Estimated Max Wind Speed Estimated Max Wind Speed Guardrail/Balcony Railing Pool Fencing Applications* APPLICATIONS" (MPH/KMS)IN GROUND' (MPHJKMH)CONCRETE Applications` 46"high fencing must be installed When mounting panels to posts When posts are set securely in MOUNT* When installed beside a drop off with a 2-3"gap under the fence Fence Height& with SLEEKFENCE mounting the ground below frost line,in When posts are mounted on greater than 4',and/or decks or in order to meet minimum height Panel Type channels,and SLEEKFENCE engineer approved concrete cured,engineered concrete walls balconies up to a maximum of 4 requirement of 48"for pool 4, screws as specified in our footings. securely,utilizing factory stories high. fencing. installation guide. baseplates and engineer approved anchors. 46"High 18"On Center 107mphJ172kmh MEETS REQUIREMENTS MEETS REQUIREMENTS 48mph/78kmh (combination of 6psfwindload and l/Z (combination of 6.5psf windload and 1/7 Privacy Fence With Post Depth at 3' guardloadi guardload) 69"High 18"On Center 99mph/159kmh MEETS REQUIREMENTS MEETS REQUIREMENTS 43.5mph/70kmh (combination of Spsfwindlood and 1/7 (combination of 5.5psf wind1oad and 1/7 Privacy Fence With Post Depth at 3.4' guardload) guaadloadi 93"High 16"On Center 98mph/157kmh DOES NOT MEET DOES NOT MEET DOES NOT MEET Privacy Fence With Post Depth at 5' REQUIREMENTS REQUIREMENTS REQUIREMENTS 115"High 16"On Center 55mph/88kmh DOES NOT MEET DOES NOT MEET DOES NOT MEET Privacy Fence With Post Depth at 5-6' REQUIREMENTS REQUIREMENTS REQUIREMENTS 46"High Screen 18"On Center 123mph/197kmh MEETS REQUIREMENTS MEETS REQUIREMENTS 51mph/83kmh (combinationof6.9psf dndlaad and 1/2 (combination of 7.4psrwindlnad and 1/2 Fence With Post Depth at 3' guardload] guardload) 69"High Screen 18"On Center 113mph/I81kmh MEETS REQUIREMENTS MEETS REQUIREMENTS -06.7mph/75kmh (combination ofs.7Spsfwi"Bland and 1/2 (combination of 6Jspslwrdiaad and 1/2 Fence With Post Depth at 3-4' guardload) guardloadi 93"High Screen 16"On Center 112mph/180kmh DOES NOT MEET DOES NOT MEET DOES NOT MEET Fence With Post Depth at 5' REQUIREMENTS REQUIREMENTS REQUIREMENTS 11S"High 16"On Center 63mph/101kmh DOES NOT MEET DOES NOT MEET DOES NOT MEET Screen Fence With Post Depth at 5-6' REQUIREMENTS REQUIREMENTS REQUIREMENTS Please don't hesitate to Contact Us if you have any questions about this report oryour project application. Our product warranty is subject to the use of our products in their correct application,installation,and our Terms and Conditions. The terms of our warranty are set out in our Limited Lifetime Aluminum Fence Warranty. GS Sleek Fence Canada • 855.875.0855 • support@sleekfence.com