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HomeMy WebLinkAboutX2020-2722 - Misc (2)V `xt77�—Z�2Z POST & RING The Post and Ring rack provides a mod- ern look for bike parking with a small foot print and only one installation point. With its square tubing, the Post and Ring is the perfect blend of high se- curity and easy installation. Product Specifications • One point of installation and small footprint on the sidewalk • Full square tube construction • Accommodates two bikes • Meets APBP bike parking guidelines p Post & Ring Recommended Setbacks 48 24 MINIMUM 36 RECOMMENDED 120 36 MINIMUM 48 RECOMMENDED 2 bikes 2" Square 1.25" Powder Coat Galvanized Temporary: 28879 1 year Made in (install kit: 25683) warranty the USA Temporary Secure: 26270 (install kit: 26268) Permanent: 6266 Anchors must be purchased separately • • Standard Colors 27968 Shown • • • • • • Flange Mount Dimensions Model kt 27927 27968 H Bikes 2 2 Type of Mount Flange Below Grade Weight 22 lbs. 26 lbs. Length 17.25" 17.25" Height 32.37" 49.12" Width 6" Our Saris Infrastructure representatives can assist with custom layout and spacing to meet your room dimensions and desired bike capacity. Saris Infrastructure 800.783.7257 www.sarisinfrastructure.com 2.00 Below Grade Mount Downloadable product resources available online: CAD Files SketchUp Files Written Specs Photos NEW design, one piece FRP Composite bike locker NO ASSEMBLY required Lockers are pictured with Part No. 074 - Perforated Steel Safety View Windows All lockers are shipped assembled and can be stand alone or grouped - NO COMMON WALLS. Lockers easily relocated. IJ 11►`ilY1I PIN FIC Specify the 300 Series lockers for the highest customer satisfaction from the no -assembly ready -to - use delivery through years of trouble free operation. Architects, designers and government agencies specify the 300 Series due to the high quality manufacturing which means virtually no installation costs! •The 300 Series is the first one piece locker available that is not molded of soft and flammable HDPE plastic material. •The construction of fiberglass reinforced plastic is highly resistant to impact, stains and will not corrode. •Designed after our very popular 350 Series lockers and available in 6 styles providing flexibility for site locations. American Bicycle Security Company P.O. Box 7359 Ventura, CA 93006 Ph: (800) 245-3723 or (805) 933-3688 Fax: (805) 933-1865 www.ameribike.com Email: turtle@ameribike.com Bike-ShellTM Model 301 48.0' (121.9 CM) 774.0' (187.9 cm)--1 24.0' ( 0.9 cm) / D/0 T-Handle 1 door/1 bike At Top Center 49.0' (124.4 cm) 30.0' (76,2 cm) Padlock/U-Lock Handle **** 1,1k11)�12�VIIMrf rra - 11 Product Bike -Shell' Model 301 Capacity 1 door/1 Bike Materials Locker shall be manufactured of molded fiberglass reinforced plastic composite with a smooth "X" and "Y" pattern on stippled walls and top, with smooth door frame and stippled door. Material shall be E-glass and polyester resin at 35To ratio. Tensile Strength, 18,000 psi. Locker shall be one piece with no external or internal frame and no seams or joints on tops or side walls. Material shall withstand over 300 lb/sqft on roof and 200 lb/sqft on walls/doors. NO ON SITE ASSEMBLY SHALL BE REOUIRED. Roof shall be crowned for water run-off and all corners shall have a smooth radiused finish. Finish of UV stabilized gelcoat does not need painting, allows solvent removal of graffiti and is resistant to impact and UV damage. Setback Please allow 5ft clearance for door Hardware High quality custom continuous door hinge will not rust. All fasteners on locking system shall be zinc plated or better. Locker shall anchor in all four corners through base flanges using expansion anchors. See last page for anchoring details. Locks 2 Standard Lock Options (No charge) •Fort Lock 7 pin tumbler Pop Out "T" handle locks with three keys and removable lock cylinders. Internal locking hardware consists of three plated hardened steel cams controlling an extruded aluminum locking bar which engages the door frame over three foot span. •Heavy duty stainless steel Padlock/U-Lock handle will accommodate high security Padlocks and U-Locks. For U-Locks from 1/2" to 3/4" Diameter. Padlocks and U- Locks not included. Colors 2 Standard Color Options (No charge) Tan Please call for custom color, or color match information Page 1 of 3 American Bicycle Security Company P.O. Box 7359 Ventura, CA 93006 Ph: (800) 245-3723 or (805) 933-3688 Fax: (805) 933-1865 www.ameribike.com Email: turtle@ameribike.com Bike-ShellTM Model 301 ASSEMBLY INSTRUCTIONS 300 SERIES BICYCLE LOCKER - Model 301 Your bike locker does NOT require any general assembly. Tools Needed: Minimum requirements • 3/8" electric drill (anchoring & installing diagonal divider wall) • 3/8" electric rotary hammer drill (anchoring) • 1/4" drill bit (anchoring & installing diagonal divider wall) • 1/4" hammer drill bit (anchoring) • hammer (anchoring) • Tape measure - minimum 10' (anchoring & installing diagonal divider wall) • Extension cord 25' (anchoring & installing diagonal divider wall) • Generator or other source of power (anchoring & installing diagonal divider wall) • Safety glasses and any other equipment specified by the tool manufacturer. (All Steps) -Choose location which allows a minimum 4' distance between door face and any obstruction to allow bicycle to maneuver into locker and the door to swing open without hitting high spots such as concrete or asphalt raised by roots. If desired, for grouping of units, chalk a line for straight edge with which to work. A preferred site would be concrete although asphalt can be used. Site should be flat although it does not necessarily have to be level. ANCHORING The lockers should be anchored to the ground for optimum longevity and proper operation of the locking system. Therefore, anchoring each unit to the ground is advisable. The 301 and 302 lockers are anchored in the 4 corners of the flange located around the inside of locker, the 301P, & 301V are anchored in the front two corners of the locker and the rear. First square the doors in the frame. Out of square doors are due to the site being uneven. To square the door, using a flat bar, raise the corner of the locker to make the door in square. If any adjustment is necessary it should only be slight. Place a shim under the corner to retain the alignment and height. Shim should be placed in a location under the base flange very close to hole for the anchor. This allows the downward force of the anchor to be supported underneath and prevent cracking of the base flange at the anchor location. Drill through the base flange on the locker with 1/4" drill. With hammer drill and 1/4" masonry bit you can then drill into concrete surface. Drop the nail -in anchor through flange and into the hole, pound pin down flush with top of mushroom head of anchor. Do this at all four corners of door frame on 301 & 302 lockers. On 301P and 301V do this in the front two corners of the door frame and in center of rear wall. Page 2 of 3 American Bicycle Security Company P.O. Box 7359 Ventura, CA 93006 Ph: (800) 245-3723 or (805) 933-3688 Fax: (805) 933-1865 www.ameribike.com Email: turtle@ameribike.com Bike-ShellTM Model 301 4" NOTE: Hole position is only approximate and not critical. 4" Top View Anchoring Flange Inside Locker Locker Base Flange Concrete or Asphalt Nail in anchor (provided by Manufacturer) • **** ***** ***** A117.141111 re Page 3 of 3 Anchoring Information 301 American Bicycle Security Company P.O. Box 7359 Ventura, CA 93006 Ph: (800) 245-3723 or (805) 933-3688 Fax: (805) 933-1865 www.ameribike.com Email: turtle@ameribike.com X'2/D?io _2:122- 1 1-ro ck0 �Y ' CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 I Newport Beach, CA 926588915 www.newoortbeachca.gov I (949) 644-3200 SETBACKS AND TOP OF SLAB/FLOOR ELEVATION CERTIFICATE The purpose of this certificate is to insure that the structure is located properly on site per the approved drawings. This certificate also verifies the top of slab/floor elevation noted on the approved drawings. After the top of slab/floor elevation is verified to match the elevation specified on the approved drawings, the contractor and inspector can measure the height of the structure to the top of slab/floor to verify that it is equal or less than the dimension shown on building sections and elevations. This form must be filled out by a registered surveyor or civil engineer authorized to perform surveys. The survey must be done after the concrete forms are in place or preferable after the concrete slab is poured or raised floor is built, but prior to starting wall framing. Engineer/Surveyor's Name David T. Rosell License # PLS 6281 Engineer/Surveyor's Address 20951 Brookhurst St., Ste 101, Huntington Beach, CA 92646 Job Address 1 Hoag Drive, Newport Beach, CA 92663 Setbacks: Sketch a site plan and specify surveyed setbacks (use back page). * Top of slab/floor elevation: Top of base plate = 21.25' (9 inches below FF) * If slab/floor elevation varies, sketch a plan or section through slab on the back page and specify the elevations. Use same datum used in the survey of record. I certify that the setbacks are 0, are not ❑, per City approved plans. Describe any deviations from plans: I certify that top of slab/floor elevation(s) is ®, is not ❑, per City approved drawings. Describe any deviations from plans: Date Forms/SetbacksandTopolSlabElevationCert. Engineer/Sr's stamp nature a.. No. 6281 '= 41••••• =Mier 01101111. 4111111101, PROPERTY UNE 01110111. SETBACK UNE •••••., •••••• =MEM 1.•=11•. ..r.......7 ''''' ry 0 WALL 1"=20' al 1% "TWINING 2883 East Spring Street, Suite 300 Tel 562.426.3355 Long Beach CA 90806 Fax 562.426.6424 Project No. 210438.1 June 1, 2021 Justin Scholz Project Manager, Concrete Cutting and Coring Division Kindness General Contractors, LLC 6461 Global Drive Cypress, CA 90630 Project: Hoag Hospital Newport Beach Lower Campus Modular Building #141 1 Hoag Drive Newport Beach, CA Subject: Review of Footing Excavations Dear Mr. Scholz, I performed a site visit on May 28, 2021, to review footing excavations for the above - referenced project at Hoag Hospital in Newport Beach, California. The excavations for all footings supporting the new modular building had been excavated prior to my arrival. The bottoms of the footings in general exposed relatively hard native formational material. The footings were excavated so that the bottoms were relatively clean and the material exposed was deemed to be competent for support of the new modular building. A small portion of the northeast corner of the perimeter footing exposed relatively loose material at the bottom of footing elevation; this material was removed to expose hard, competent formational material at the bottom and sides of the excavation and the excavation was filled with 2-sack sand -cement slurry per my recommendation. Based on these observations and my review of the project geotechnical documents and plans, the footings have been excavated in accordance with the project geotechnical requirements and are approved for placement of reinforcing steel and concrete for the footings. We appreciate the opportunity to be of service on this project. If you have any questions regarding this report, or if we can be of further service, please do not hesitate me at 562- 972-3068 or via email at psoltistwininginc.com. Respectfully submitted, Twining, Inc. aul Soltis, RCE 56140, GE Vice President, Geotechnical Engineering SPECIAL DEPUTY INSPECTOR'S REPORT AMERICAN INTERNATIONAL INSPECTIONS AND TESTING Office: (626) 795-0770 Fax: (626) 432-1717 www.specialinspectors.net PERMIT # ISSUED BY DATE(S) (0 --•' 0121 JOB ADIRE74 oa 3 0 r, , N V q o r t I6 ectc � I DEPUTY_ INSPECTOR n o OWNE�{R(`(A�tfn1 IVd t. m. t{oolg fiospiloil ENGINEER BILLING (CONTACT �.�.0 PROJECT JOB ID 44 ^ &H..CONTRACTOR a CONCRETE MIX DESIGN PLACEMENT CHECK B SUB -CONTRACTOR v•D.C.• CU. YDS SPEC. STRENGTH @ 28 DAYS # OF CYLINDERS SLUMP SUPERINTEN ENT I 1 -NO 253I WELDING OPERATOR(S) CITY INSPECTOR CERT # & EXPIRATION ELECTRODES W eek(VeS d altj , (7r"ckIne 3 0 -f k , zo21 -• Ihs ecieol weloLS fvow ire o dotted Tuescl kTwh e 2 ok-rtn 2 0 2 I - (vo Inl Cohn e t h - also ihs ee-teal Welol ino f o►r 311b" fillet welols -I-hoAt ofre ." Ioln +Fo, q sae des -\-cis IoCc teof i hsidC i-h e f rown e — pro ress • UG. Mil S irn of w rtroCess o I B - ' PV` - Depuky Inspector rvIrul_. rs INtwJrcVi/1u1VJr CV VRJ. I ALTERNATE: KBALCOM6260YAHOO.COM Contractor's Representative R021213 MON HRS. TUES HRS. WaD THURS HRS. FRI HRS. SAT HRS. SUN HRS. ALL INSPECTIONS BASED ON A 4-HOUR MINIMUM: OVER 4 HOURS = 8 HOURS. SPECIAL DEPUTY INSPECTOR'S REPORT AMERICAN INTERNATIONAL INSPECTIONS AND TESTING Office: (626) 795-0770 Fax: (626) 432-1717 www.specialinspectors.net PERMIT # ISSUED BY DATE(S) (OA JADDRESS. P - , 11ewpod VeGIVI� DEPUTY II`G�O Pcicor� CONTACT BIOLBING1 K•CA•G OWNER H-oa9 Hosetat ENGINEER it Gate twn PROJECT JOB ID �l(o� oS�1 T CT CON• R . CONCRETE MIX DESIGN PLACEMENT CHECK B SUB-CO'NrTRA((��TOR V •V' CU. YDS SPEC. STRENGTH @ 28 DAYS # OF CYLINDERS SLUMP SUU�E�ERIt�TENDENT� H _ 2 5 3� WELDI PERATO I S 60t MOM 01 I1 W ► 1 A' INSPECTOR C C OR k role CERT # & EXPI 4TION t(2`� sfYflw ELECTRODES �12' T l5rt huv of ot� � �Tu� 20 9, 1 • lhspeei eol weI olioq ih Cravwl J' aee -Pw 8 x i x 'ICI"bC1Se Oates embedded' jh-i'o e.00vett pedes-t-otl.r w 5Ilco�' NA fill t-i w el cl 2 -imi ogre 2(oh — stilt I t,m rro vess. Usiv103 SMAW pvoeess -i-olg - 'J ".0 A Iso iY1speeleoi and ihs+oi llecl '/2" A325 S-f-reh hold-s per c eioli 1 & oh r1 A-3.1 0 P rifle e °`,�'prot� am • _ s-t- 11 In, 1 roogre s . HTTP://WW W.SPECIALI NSPECTORS. NET Deputy Inspector E-MAIL: KENOSPECIALINSPECTORS.NET MON HRS. TUES HRS. WED HRS. ALTERNATE: KBALCOM6260YAHOO.COM Contractor's Representative yki RS Hi6 R021213 FRI HRS. SAT HRS. SUN HRS. ALL INSPECTIONS BASED ON A 4-HOUR MINIMUM: OVER 4 HOURS = 8 HOURS. SPECIAL DEPUTY INSPECTOR'S REPORT AMERICAN INTERNATIONAL INSPECTIONS AND TESTING Office: (626) 795-0770 Fax: (626) 432-1717 www.specialinspectors.net PERMIT # �et ro BY �e DATE(S) 51 al JOB ADDRESS „ I4OQPr.,fewpocrt EVQV DEPUTY I PECT . BILLING K .&f• • Cgooy344ACTn61 OWNER oc I4OS r toi ENGINEER Ro Kam(rhoa, CONTRACTOR PROJECT JQ� ID k)tf 0O 911 CONCRETE MIX DESIGN PLACEMENT CHECK O OR� vaird ooh tl�a cit tic . CU. YDS SPEC. STRENGTH @ 28 DAYS # OF CYLINDERS SLUMP SUP§RR Nil NDENT l _ (12, O _ 2..3� WELD1La OPERATOR(S) CITY INSPECTOR CERT#&EX III� i2^ OaW D101� !9" Monde j, 7u,1,tj rtI 1 9-o-1-- Inspectec weAooin -or pei imeter -Foy uup i- alPM- o f vefab of ice m o .lam -+ w u ' filte-t- wars a-- aYe 2 Ionce USiM SMe W rroe —fOIS 18 , oletails or S3 01 of a r vQdrlcwi p pp per Now OY ete. A o inspeeteol the imstallatin p of 'I? � A325 h; S`��ev\ tln bo1-IS °ib o -C fog � @ st'ee( er,hn�te►� tlooj- p 2pl. CohvNe ci c i peY details oh potee fiS.1 of a.pproveol plain — Now c,orv►p bete. ICHIBAN HTTP://WWW.SPECIALINSPECTORS.NET Deputy Inspector E-MAIL: KENaISPECIALINSPECTORS.NET ALTERNATE: KBALCOM626(YAHOO.COM Contractor's Representative R021213 MC1 llt (/ I) TUES HRS. WED HRS. THURS HRS. FRI HRS. SAT HRS. SUN HRS. ALL INSPECTIONS BASED ON A 4-HOUR MINIMUM: OVER 4 HOURS = 8 HOURS. SPECIAL DEPUTY INSPECTOR'S REPORT AMERICAN INTERNATIONAL INSPECTIONS AND TESTING Office: (626) 795-0770 Fax: (626) 432-1717 www.specialinspectors.net PERMIT # ISSUED BY Newpor-t beach_ DATE(S) 6 2q I21 JOB ADDRESS 1 �to«a5 nr �tewport ��qdh DEPUTY INSPECTOR i(en _Bolcom BILLING CONTACT. 1N-CI - C — Mildness Q'erct Ootra tor's OWNER Rtioaq i-losritoi ENGJ,rIEoEEMY �L otok - \Y1c. Cgoo" 334 'c920I9 PROJECT JOBI q io � O S i�• CONTRA67r K i ndmOR es ' (eneral Contra c to rg CONCRETE MIX DESIGN PLACEMENT CHECK B SUB -CONTRACTOR CU. YDS SPEC. STRENGTH @ 28 DAYS # OF CYLINDERS SLUMP SUPERINTENDENT Seth -TN-CIS 0-2539- WELDING OPERATOR(S) �'oyooe SGhtcna CITY INSPECTOR CERT # & E !RATION ELECTRODES N113I22. S1(YlRlnl -oI 1 I'', ieSc c , 0-um 9.01-m i 2o2 i Inspected weidin for pre f ab office rr►ooUtes -i-tc eht bake elm b@d Welded t'o Q x �o x I''plates deof ore into concrete Stern walls w 3 lito�� tali ei voloIS +hat 2." lov op eithetr side of leq of charnel& • lit Vsih SMrv) Ptroce ' -9-ov - 'fig" -*- Mt Oloove rev d eioii l G oil paw s 3.01 of aprrovtaowl our of On ?voorTSS - A-lso inspected t‘nee ins+01110tior of ' 2"olicieretev ASIS hi h Stveh th bolts qlo'' o • C iv - c C - tarn�e for S-Teel �ev�rc tet' -floor Cootnechovi elf otetail C oh pA par 3. 1 o•f O`prrou ed pIam ih pt-o eeT p . HTTP:IIWW W.SPECIALINSPECTORS.NET E-MAIL: KEN(E SPECIALINSPECTORS.NET Deputy Inspector ALTERNATE: KBALCOM626(0MHOO.COM R021213 Contractor's Representative MON HRS. TU SiRSS WED HRS. THURS HRS. FRI HRS. SAT HRS. SUN HRS. ALL INSPECTIONS BASED ON A 4-HOUR MINIMUM: OVER 4 HOURS = 8 HOURS.