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HomeMy WebLinkAbout2015-07-21 PC AGENDA 1 AGENDA PLANNING COMMISSION MEETING CITY OF HERMOSA BEACH CITY HALL COUNCIL CHAMBERS 1315 VALLEY DRIVE HERMOSA BEACH, CA 90254 July 21, 2015 7:00 P.M. Michael Flaherty, Chairman Ron Pizer Peter Hoffman Kent Allen Rob Saemann Note: No Smoking Is Allowed in the City Hall Council Chambers THE PUBLIC COMMENT IS LIMITED TO THREE MINUTES PER SPEAKER Planning Commission agendas and staff reports are available for review on the City’s web site at www.hermosabch.org. Wireless access is available in the City Council Chambers for mobile devices: Network ID: City Council and Password: chb13 Written materials distributed to the Planning Commission within 72 hours of the Planning Commission meeting are available for public inspection immediately upon distribution in the Community Development Department during normal business hours from Monday through Thursday, 7:00 a.m. - 6:00 p.m. and on the City’s website. Final determinations of the Planning Commission may be appealed to the City Council within 10 days of the next regular City Council meeting date. If the 10th day falls on a Friday or City holiday, the appeal deadline is extended to the next City business day. Appeals shall be in written form and filed with the City Clerk's office, accompanied by an appeal fee. The City Clerk will set the appeal for public hearing before the City of Hermosa Beach City Council at the earliest date possible. If you challenge any City of Hermosa Beach decision in court, you may be limited to raising only those issues you or someone else raised at the public hearing described on this agenda, or in a written correspondence delivered to the Planning Commission at, or prior to, the public hearing. To comply with the Americans with Disabilities Act (ADA) of 1990, Assistive Listening Devices will be available for check out at the meeting. If you need special assistance to participate in this meeting, please call or submit your request in writing to the Community Development Department at (310) 318-0242 at least 48 hours (two working days) prior to the meeting time to inform us of your needs and to determine if/how accommodation is feasible. 2 1. Pledge of Allegiance 2. a) Introduction and welcome of new Commissioner Rob Saemann b) Roll Call 3. Oral / Written Communications Anyone wishing to address the Commission regarding a matter not related to a public hearing on the agenda may do so at this time. Section I Consent Calendar 4. Approval of the June 16, 2015 regular meeting action minutes 5. Resolution(s) for Consideration - None THE RECOMMENDATIONS NOTED BELOW ARE FROM THE PLANNING STAFF AND ARE RECOMMENDATIONS ONLY. THE FINAL DECISION ON EACH ITEM RESTS WITH THE PLANNING COMMISSION. PLEASE DO NOT ASSUME THAT THE STAFF RECOMMENDATION WILL BE THE ACTION OF THE PLANNING COMMISSION. Section II Public Hearing 6. CUP 15-5 -- Conditional Use Permit and Planned Development Permit to construct and operate an unmanned wireless telecommunications facility adjacent to the Kiwanis building at 2515 Valley Drive. The project consists of two (2) 35 foot high/2 foot diameter flagpoles (including the replacement of one existing flagpole) containing a total of six (6) antennas and six (6) tower mounted amplifiers, and removing and replacing an existing trash enclosure and installation of six (6) equipment cabinets and trash bin within the new trash enclosure; and determination that the project is Categorically Exempt from the California Environmental Quality Act. Staff Recommended Action: To adopt the resolution approving a Conditional Use Permit to allow the construction and operation of an unmanned wireless telecommunications facility with two (2) 35 foot tall modified flagpoles and new equipment enclosure and finding that the project is categorically exempt from the California Environmental Quality Act subject to the conditions. 7. CON 15-5 / PDP 15-7 -- Conditional Use Permit, Precise Development Plan and Vesting Tentative Parcel Map No. 73452 for a two-unit residential condominium at 121 2nd Street, and determination that the project is Categorically Exempt from the California Environmental Quality Act. Staff Recommended Action: To adopt the resolution approving the Conditional Use Permit, Precise Development Plan, and Vesting Tentative Parcel Map #73452 for a two unit condominium project subject to conditions and determine the project is categorically exempt from the California Environmental Quality Act. 3 8. TEXT 15-4 -- Text Amendment to the Municipal Code regarding expedited permitting process for small residential roof top solar energy systems and determination that the project is Categorically Exempt from the California Environmental Quality Act. Staff Recommended Action: To adopt the resolution recommending that the City Council adopt an ordinance establishing an expedited streamlined permitting process for small residential rooftop solar energy systems in compliance with AB 2188 (Muratsuchi 2014) by codifying the City’s existing practice of requiring all rooftop solar energy systems to receive an administrative permit pursuant to an expedited process, and determination that the project is categorically exempt from the California Environmental Quality Act. Section III 9. Staff Items a. Update regarding Text Amendment to Municipal Code to implement the Downtown Core Revitalization Strategy regarding parking, uses, design and similar matters. b. Discussion of zoning in the Cypress Avenue area as requested by property owners. c. Status report regarding code enforcement of vibrations from Crossfit gym investigation, and issues for gym. d. Memorandum regarding rotation or selection of the Planning Commission Vice Chairman. e. Report on City Council actions. f. Report on comprehensive planning processes. g. Tentative future Planning Commission agenda. h. Community Development Department activity report of May, 2015. 10. Commissioner Items 11. Adjournment 1 Planning Commission Action Minutes June 16, 2015 ACTION MINUTES OF THE PLANNING COMMISSION MEETING OF THE CITY OF HERMOSA BEACH HELD ON JUNE 16, 2015 8:00 P.M. (PLEASE NOTE THAT THIS MEETING DOES NOT START AT THE REGULAR TIME OF 7:00 P.M.) AT THE CITY HALL COUNCIL CHAMBERS All public testimony and the deliberations of the Planning Commission can be viewed on the City’s web site at www.hermosabch.org, On-Demand Video of City Meetings The meeting was called to order around 8:20 P.M. by Chairman Flaherty. 1. Pledge of Allegiance 2. Roll Call Present: Commissioners Allen, Hoffman, Perrotti, Pizer, Chairman Flaherty Absent: None Also Present: Ken Robertson, Community Development Director Lauren Langer, Assistant City Attorney Aaron Gudelj, Assistant Planner 3. Oral / Written Communications Anyone wishing to address the Commission regarding a matter not related to a public hearing on the agenda may do so at this time. Section I CONSENT CALENDAR 4. Approval of the May 19, 2015 action minutes ACTION: To approve the May 19, 2015 minutes with modification on page 2, item 7 to change seconder as Commissioner Hoffman, as shown on the minutes, could not second the motion since he recused himself to the project. MOTION by Commissioner Perrotti and seconded by Commissioner Hoffman. The motion carried by a unanimous vote. 5. Resolution(s) for Consideration – a) Resolution P.C. 15-17 to revoke a Conditional Use Permit to allow on-sale general alcohol and live entertainment, in conjunction with an existing restaurant (‘the Establishment’), and rescinding C.C. Resolution 08-6617, at 1332 Hermosa Avenue. ACTION: To adopt Resolution P.C. 15-17 to revoke a Conditional Use Permit to allow on-sale general alcohol and live entertainment, in conjunction with an existing restaurant (‘the Establishment’), and rescinding C.C. Resolution 08-6617, at 1332 Hermosa Avenue.. 2 Planning Commission Action Minutes June 16, 2015 MOTION by Commissioner Perrotti and seconded by Commissioner Pizer. The motion carried, noting the dissenting votes of Commissioner Hoffman and Chairman Flaherty. Section II Hearing 6. S-21 #20 -- Request to determine whether the property is a convex sloping lot and may use alternative points adjacent to the top of the retaining wall along Hermosa Avenue for the purpose of measuring building height at 3224 Hermosa Avenue. Staff Recommended Action: By Minute Order determine the property is a convex sloping lot and direct staff to use alternative survey points along the north and south property lines, minus 1 foot, and use elevation points adjacent to the top of the retaining wall along Hermosa Avenue for the purpose of measuring building height. ACTION: The Planning Commission determined, by minute order, that the subject property is a convex sloping lot and staff to use alternative survey points along the north and south property lines, minus one foot (1’), and use elevation points adjacent to the top of the retaining wall along Hermosa Avenue for the purpose of measuring building height. MOTION by Commissioner Hoffman and seconded by Commission Perrotti. The motion carried by a unanimous vote. 7. CUP 15-4 / PDP 15-6 -- Request to extend the expiration dates of Precise Development Plan and Conditional Use Permit amendments to convert an auto body, painting and general repair use to auto repair and sales for a maximum of two vehicles use; substantially replace 4,816+ square feet of buildings with 9,203+ square feet of buildings (6,000+ square feet auto repair and 3,203+ square feet of accessory office/storage), surface parking and landscaping; and amend hours of operation and other conditions for consistency with the revised use and site plan at 1086 Aviation Boulevard & 1111 Prospect Avenue. Staff Recommended Action: To adopt a Minute Order extending the expiration dates for a Precise Development Plan and Conditional Use Permit amendments for an auto repair business at 1086 Aviation Boulevard and 1111 Prospect Avenue by two years to June 18, 2017. ACTION: The Planning Commission adopted a minute order extending the expiration dates for subject Precise Development Plan and Conditional Use Permit amendments by one year to June 18, 2016. MOTION by Commissioner Pizer and seconded by Commission Perrotti. The motion carried by a unanimous vote. Section III 8. Staff Items a. Report on City Council actions. b. Report on comprehensive planning processes. 3 Planning Commission Action Minutes June 16, 2015 c. Tentative future Planning Commission agenda. d. Community Development Department activity report of April, 2015. 9. Commissioner Items The Commission directed staff to bring back agenda item for discussion regarding convex slope determinations. 10. Adjournment The meeting was adjourned at 9:55 P.M. CERTIFICATION I hereby certify the foregoing Minutes are a true and complete record of the action taken by the Planning Commission of Hermosa Beach at the regularly scheduled meeting of June 16, 2015. Michael Flaherty, Chairman Ken Robertson, Secretary Date NOTICE OF SPECIAL MEETING The Chair of the Planning Commission has called a special meeting of the Commission for Tuesday, June 16, 2015, at 6:00 p.m. to consider and take action on only those matters set forth on the agenda set forth below. 1. Call to Order 2. Roll Call 3. Oral / Written Communications 4. Direction regarding Text Amendment to Municipal Code to implement the Downtown Core Revitalization Strategy regarding parking, uses, design and similar matters. 5. Update regarding General Plan preferred land use and transportation scenario. 6. Adjournment There is no action minutes for the above special meeting since only discussions and presentations were conducted at the meeting and no action was taken. Supplemental Information 4 June 22, 2015 Coverage Site: CLV4730 © 2014 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property. June 22, 2015 UMTS Coverage – Neighboring Site of CLV4730 © 2014 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property. June 22, 2015 UMTS Coverage – Neighboring Site with Proposed © 2014 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property. June 22, 2015 UMTS Coverage – StandAlone © 2014 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property. June 22, 2015 LTE Coverage – Neighboring Site of CLV4730 © 2014 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property. June 22, 2015 LTE Coverage – Neighboring Site with Proposed © 2014 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property. June 22, 2015 LTE Coverage – Stand Alone © 2014 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property. June 22, 2015 Coverage Legend In-Building Service: In general, the areas shown in dark green should have the strongest signal strength and be sufficient for most in- building coverage. However, in-building coverage can and will be adversely affected by the thickness/construction type of walls, or your location in the building (i.e., in the basement, in the middle of the building with multiple walls, etc.) In-Transit Service: The areas shown in the yellow should be sufficient for on-street or in-the-open coverage, most in-vehicle coverage and possibly some in-building coverage. Outdoor Service: The areas shown in the purple should have sufficient signal strength for on-street or in-the-open coverage, but may not have it for in-vehicle coverage or in-building coverage. Radio Frequency – Electromagnetic Energy (RF-EME) Compliance Report Site No. CLV4730 Kiwanis Building 2515 Valley Drive Hermosa Beach, California 90254 Los Angeles County 33.873067; -118.399427 NAD83 Flagpole EBI Project No. 6215003539 June 25, 2015 Prepared for: AT&T Mobility, LLC 1265 North Van Buren Street Anaheim, CA 92807 Prepared by: Front overview picture of Subject Property [Click on Icon to Insert Picture] DELETE THIS TEXT BOX FROM DRAFT REPORT RF-EME Compliance Report USID No. 169003 Site No. CLV4730 EBI Project No. 6215003539 2515 Valley Drive, Hermosa Beach, California EBI Consulting  21 B Street  Burlington, MA 01803  1.800.786.2346 i TABLE OF CONTENTS EXECUTIVE SUMMARY..................................................................................................................... 1 1.0 FEDERAL COMMUNICATIONS COMMISSION (FCC) REQUIREMENTS ................................... 3 2.0 AT&T RF EXPOSURE POLICY REQUIREMENTS .................................................................... 5 3.0 WORST-CASE PREDICTIVE MODELING ................................................................................. 5 4.0 SUMMARY AND CONCLUSIONS ............................................................................................. 8 5.0 LIMITATIONS ......................................................................................................................... 8 APPENDICES Appendix A Personnel Certifications Appendix B Roofview/Compliance Signage Plan RF-EME Compliance Report USID No. 169003 Site No. CLV4730 EBI Project No. 6215003539 2515 Valley Drive, Hermosa Beach, California EBI Consulting  21 B Street  Burlington, MA 01803  1.800.786.2346 EXECUTIVE SUMMARY Purpose of Report EnviroBusiness Inc. (dba EBI Consulting) has been contracted by AT&T Mobility, LLC to conduct radio frequency electromagnetic (RF-EME) modeling for AT&T Site CLV4730 located at 2515 Valley Drive in Hermosa Beach, California to determine RF-EME exposure levels from proposed AT&T wireless communications equipment at this site. As described in greater detail in Section 1.0 of this report, the Federal Communications Commission (FCC) has developed Maximum Permissible Exposure (MPE) Limits for general public exposures and occupational exposures. This report summarizes the results of RF-EME modeling in relation to relevant FCC RF-EME compliance standards for limiting human exposure to RF-EME fields. This report contains a detailed summary of the RF EME analysis for the site, including the following:  Site Plan with antenna locations  Antenna inventory with relevant parameters for theoretical modeling  Graphical representation of theoretical MPE fields based on modeling  Graphical representation of recommended signage and/or barriers This document addresses the compliance of AT&T’s transmitting facilities independently and in relation to all collocated facilities at the site. Statement of Compliance A site is considered out of compliance with FCC regulations if there are areas that exceed the FCC exposure limits and there are no RF hazard mitigation measures in place. Any carrier which has an installation that contributes more than 5% of the applicable MPE must participate in mitigating these RF hazards. As presented in the sections below, based on worst-case predictive modeling, there are no modeled exposures on any accessible ground walking/working surface related to ATT’s proposed antennas that exceed the FCC’s occupational and/or general public exposure limits at this site. As such, the proposed AT&T installation is in compliance with FCC regulations upon proper installation of recommended signage and/or barriers. AT&T Recommended Signage/Compliance Plan AT&T’s RF Exposure: Responsibilities, Procedures & Guidelines document, dated September 21, 2012, requires that: 1. All sites must be analyzed for RF exposure compliance; 2. All sites must have that analysis documented; and 3. All sites must have any necessary signage and barriers installed. Site compliance recommendations have been developed based upon protocols presented in AT&T’s RF Exposure: Responsibilities, Procedures & Guidelines document, dated September 21, 2012, additional guidance provided by AT&T, EBI’s understanding of FCC and OSHA requirements, and common industry practice. Barrier locations have been identified (when required) based on guidance presented in AT&T’s RF Exposure: Responsibilities, Procedures & Guidelines document, dated September 21, 2012. The following signage is recommended at this site: RF-EME Compliance Report USID No. 169003 Site No. CLV4730 EBI Project No. 6215003539 2515 Valley Drive, Hermosa Beach, California EBI Consulting  21 B Street  Burlington, MA 01803  1.800.786.2346  Green INFO 1 sign posted on or next to the access gate.  Yellow CAUTION sign posted at the base of the flagpoles. The signage proposed for installation at this site complies with AT&T’s RF Exposure: Responsibilities, Procedures & Guidelines document and therefore complies with FCC and OSHA requirements. Barriers are not recommended on this site. More detailed information concerning site compliance recommendations is presented in Section 4.0 and Appendix E of this report. RF-EME Compliance Report USID No. 169003 Site No. CLV4730 EBI Project No. 6215003539 2515 Valley Drive, Hermosa Beach, California EBI Consulting  21 B Street  Burlington, MA 01803  1.800.786.2346 1.0 FEDERAL COMMUNICATIONS COMMISSION (FCC) REQUIREMENTS The FCC has established Maximum Permissible Exposure (MPE) limits for human exposure to Radiofrequency Electromagnetic (RF-EME) energy fields, based on exposure limits recommended by the National Council on Radiation Protection and Measurements (NCRP) and, over a wide range of frequencies, the exposure limits developed by the Institute of Electrical and Electronics Engineers, Inc. (IEEE) and adopted by the American National Standards Institute (ANSI) to replace the 1982 ANSI guidelines. Limits for localized absorption are based on recommendations of both ANSI/IEEE and NCRP. The FCC guidelines incorporate two separate tiers of exposure limits that are based upon occupational/controlled exposure limits (for workers) and general public/uncontrolled exposure limits for members of the general public. Occupational/controlled exposure limits apply to situations in which persons are exposed as a consequence of their employment and in which those persons who are exposed have been made fully aware of the potential for exposure and can exercise control over their exposure. Occupational/ controlled exposure limits also apply where exposure is of a transient nature as a result of incidental passage through a location where exposure levels may be above general public/uncontrolled limits (see below), as long as the exposed person has been made fully aware of the potential for exposure and can exercise control over his or her exposure by leaving the area or by some other appropriate means. General public/uncontrolled exposure limits apply to situations in which the general public may be exposed or in which persons who are exposed as a consequence of their employment may not be made fully aware of the potential for exposure or cannot exercise control over their exposure. Therefore, members of the general public would always be considered under this category when exposure is not employment-related, for example, in the case of a telecommunications tower that exposes persons in a nearby residential area. Table 1 and Figure 1 (below), which are included within the FCC’s OET Bulletin 65, summarize the MPE limits for RF emissions. These limits are designed to provide a substantial margin of safety. They vary by frequency to take into account the different types of equipment that may be in operation at a particular facility and are “time-averaged” limits to reflect different durations resulting from controlled and uncontrolled exposures. The FCC’s MPEs are measured in terms of power (mW) over a unit surface area (cm2). Known as the power density, the FCC has established an occupational MPE of 5 milliwatts per square centimeter (mW/cm2) and an uncontrolled MPE of 1 mW/cm2 for equipment operating in the 1900 MHz frequency range. For the AT&T equipment operating at 850 MHz, the FCC’s occupational MPE is 2.83 mW/cm2 and an uncontrolled MPE of 0.57 mW/cm2. For the AT&T equipment operating at 700 MHz, the FCC’s occupational MPE is 2.33 mW/cm2 and an uncontrolled MPE of 0.47 mW/cm2. These limits are considered protective of these populations. Table 1: Limits for Maximum Permissible Exposure (MPE) (A) Limits for Occupational/Controlled Exposure Frequency Range (MHz) Electric Field Strength (E) (V/m) Magnetic Field Strength (H) (A/m) Power Density (S) (mW/cm2) Averaging Time [E]2, [H]2, or S (minutes) 0.3-3.0 614 1.63 (100)* 6 3.0-30 1842/f 4.89/f (900/f2)* 6 30-300 61.4 0.163 1.0 6 300-I,500 -- -- f/300 6 RF-EME Compliance Report USID No. 169003 Site No. CLV4730 EBI Project No. 6215003539 2515 Valley Drive, Hermosa Beach, California EBI Consulting  21 B Street  Burlington, MA 01803  1.800.786.2346 Table 1: Limits for Maximum Permissible Exposure (MPE) (A) Limits for Occupational/Controlled Exposure Frequency Range (MHz) Electric Field Strength (E) (V/m) Magnetic Field Strength (H) (A/m) Power Density (S) (mW/cm2) Averaging Time [E]2, [H]2, or S (minutes) 1,500-100,000 -- -- 5 6 (B) Limits for General Public/Uncontrolled Exposure Frequency Range (MHz) Electric Field Strength (E) (V/m) Magnetic Field Strength (H) (A/m) Power Density (S) (mW/cm2) Averaging Time [E]2, [H]2, or S (minutes) 0.3-1.34 614 1.63 (100)* 30 1.34-30 824/f 2.19/f (180/f2)* 30 30-300 27.5 0.073 0.2 30 300-I,500 -- -- f/1,500 30 1,500-100,000 -- -- 1.0 30 f = Frequency in (MHz) * Plane-wave equivalent power density Based on the above, the most restrictive thresholds for exposures of unlimited duration to RF energy for several personal wireless services are summarized below: Personal Wireless Service Approximate Frequency Occupational MPE Public MPE Personal Communication (PCS) 1,950 MHz 5.00 mW/cm2 1.00 mW/cm2 Cellular Telephone 870 MHz 2.90 mW/cm2 0.58 mW/cm2 Specialized Mobile Radio 855 MHz 2.85 mW/cm2 0.57 mW/cm2 Long Term Evolution (LTE) 700 MHz 2.33 mW/cm2 0.47 mW/cm2 Most Restrictive Freq, Range 30-300 MHz 1.00 mW/cm2 0.20 mW/cm2 MPE limits are designed to provide a substantial margin of safety. These limits apply for continuous exposures and are intended to provide a prudent margin of safety for all persons, regardless of age, gender, size, or health. Power Density (mW/cm2) RF-EME Compliance Report USID No. 169003 Site No. CLV4730 EBI Project No. 6215003539 2515 Valley Drive, Hermosa Beach, California EBI Consulting  21 B Street  Burlington, MA 01803  1.800.786.2346 Personal Communication (PCS) facilities used by AT&T in this area operate within a frequency range of 700-1900 MHz. Facilities typically consist of: 1) electronic transceivers (the radios or cabinets) connected to wired telephone lines; and 2) antennas that send the wireless signals created by the transceivers to be received by individual subscriber units (PCS telephones). Transceivers are typically connected to antennas by coaxial cables. Because of the short wavelength of PCS services, the antennas require line-of-site paths for good propagation, and are typically installed above ground level. Antennas are constructed to concentrate energy towards the horizon, with as little energy as possible scattered towards the ground or the sky. This design, combined with the low power of PCS facilities, generally results in no possibility for exposure to approach Maximum Permissible Exposure (MPE) levels, with the exception of areas directly in front of the antennas. 2.0 AT&T RF EXPOSURE POLICY REQUIREMENTS AT&T’s RF Exposure: Responsibilities, Procedures & Guidelines document, dated September 21, 2012, requires that: 1. All sites must be analyzed for RF exposure compliance; 2. All sites must have that analysis documented; and 3. All sites must have any necessary signage and barriers installed. Pursuant to this guidance, worst-case predictive modeling was performed for the site. This modeling is described below in Section 3.0. Lastly, based on the modeling and survey data, EBI has produced a Compliance Plan for this site that outlines the recommended signage and barriers. The recommended Compliance Plan for this site is described in Section 4.0. 3.0 WORST-CASE PREDICTIVE MODELING In accordance with AT&T’s RF Exposure policy, EBI performed theoretical modeling using RoofView® software to estimate the worst-case power density at the site ground-level resulting from operation of the antennas. RoofView® is a widely-used predictive modeling program that has been developed by Richard Tell Associates to predict both near field and far field RF power density values for roof-top and tower telecommunications sites produced by vertical collinear antennas that are typically used in the cellular, PCS, paging and other communications services. The models utilize several operational specifications for different types of antennas to produce a plot of spatially-averaged power densities that can be expressed as a percentage of the applicable exposure limit. For this report, EBI utilized antenna and power data provided by AT&T, and compared the resultant worst-case MPE levels to the FCC’s occupational/controlled exposure limits outlined in OET Bulletin 65. For this report, EBI utilized antenna and power data provided by AT&T and compared the resultant worst-case MPE levels to the FCC’s occupational/controlled exposure limits outlined in OET Bulletin 65. The assumptions used in the modeling are based upon information provided by AT&T and information gathered from other sources. There are no other wireless carriers with equipment installed at this site. Based on worst-case predictive modeling, there are no modeled exposures on any accessible ground walking/working surface related to ATT’s proposed antennas that exceed the FCC’s occupational and/or general public exposure limits at this site. At the nearest walking/working surfaces to the AT&T antennas, the maximum power density generated by the AT&T antennas is approximately 19.20 percent of the FCC’s general public limit (3.84 percent of the FCC’s occupational limit). The composite exposure level from all carriers on this site is RF-EME Compliance Report USID No. 169003 Site No. CLV4730 EBI Project No. 6215003539 2515 Valley Drive, Hermosa Beach, California EBI Consulting  21 B Street  Burlington, MA 01803  1.800.786.2346 approximately 19.20 percent of the FCC’s general public limit (3.84 percent of the FCC’s occupational limit) at the nearest walking/working surface to each antenna. The inputs used in the modeling are summarized in the RoofView® export file presented in Appendix C. A graphical representation of the RoofView® modeling results is presented in Appendix D. It should be noted that RoofView® is not suitable for modeling microwave dish antennas; however, these units are designed for point-to-point operations at the elevations of the installed equipment rather than ground- level coverage. Based on AT&T’s RF Exposure: Responsibilities, Procedures & Guidelines document, dated September 21, 2012, microwave antennas are considered compliant if they are higher than 20 feet above any accessible walking/working surface. There are no microwaves installed at this site. RF-EME Compliance Report USID No. 169003 Site No. CLV4730 EBI Project No. 6215003539 2515 Valley Drive, Hermosa Beach, California EBI Consulting  21 B Street  Burlington, MA 01803  1.800.786.2346 RECOMMENDED SIGNAGE/COMPLIANCE PLAN Signs are the primary means for control of access to areas where RF exposure levels may potentially exceed the MPE. As presented in the AT&T guidance document, the signs must:  Be posted at a conspicuous point;  Be posted at the appropriate locations;  Be readily visible; and  Make the reader aware of the potential risks prior to entering the affected area. The table below presents the signs that may be used for AT&T installations. Informational Signs Alerting Signs INFO 1 NOTICE INFO 2 CAUTION - ROOFTOP INFO 3 CAUTION - TOWER INFO 4 WARNING RF-EME Compliance Report USID No. 169003 Site No. CLV4730 EBI Project No. 6215003539 2515 Valley Drive, Hermosa Beach, California EBI Consulting  21 B Street  Burlington, MA 01803  1.800.786.2346 Based upon protocols presented in AT&T’s RF Exposure: Responsibilities, Procedures & Guidelines document, dated September 21, 2012, and additional guidance provided by AT&T, the following signage is recommended on the site: Recommended Signage:  Green INFO 1 sign posted on or next to the access gate.  Yellow CAUTION sign posted at the base of the flagpoles. No barriers are required for this site. Barriers should be constructed of weather-resistant plastic or wood fencing. Barriers may consist of railing, rope, chain, or weather-resistant plastic if no other types are permitted or are feasible. Painted stripes should only be used as a last resort and only in regions where there is little chance of snowfall. If painted stripes are selected as barriers, it is recommended that the stripes and signage be illuminated. The signage and any barriers are graphically represented in the Signage Plan presented in Appendix E. 4.0 SUMMARY AND CONCLUSIONS EBI has prepared this Radiofrequency Emissions Compliance Report for the proposed AT&T telecommunications equipment at the site located at 2515 Valley Drive in Hermosa Beach, California. EBI has conducted theoretical modeling to estimate the worst-case power density from AT&T antennas to document potential MPE levels at this location and ensure that site control measures are adequate to meet FCC and OSHA requirements, as well as AT&T’s corporate RF safety policies. As presented in the preceding sections, based on worst-case predictive modeling, there are no modeled exposures on any accessible ground walking/working surface related to ATT’s proposed antennas that exceed the FCC’s occupational and/or general public exposure limits at this site. Signage is recommended at the site as presented in Section 5.0 and Appendix E. Posting of the signage brings the site into compliance with FCC rules and regulations and AT&T’s corporate RF safety policies. 5.0 LIMITATIONS This report was prepared for the use of AT&T Mobility, LLC to meet requirements outlined in AT&T’s corporate RF safety guidelines. It was performed in accordance with generally accepted practices of other consultants undertaking similar studies at the same time and in the same locale under like circumstances. The conclusions provided by EBI are based solely on the information provided by the client. The observations in this report are valid on the date of the investigation. Any additional information that becomes available concerning the site should be provided to EBI so that our conclusions may be revised and modified, if necessary. This report has been prepared in accordance with Standard Conditions for Engagement and authorized proposal, both of which are integral parts of this report. No other warranty, expressed or implied, is made. RF-EME Compliance Report USID No. 169003 Site No. CLV4730 EBI Project No. 6215003539 2515 Valley Drive, Hermosa Beach, California EBI Consulting  21 B Street  Burlington, MA 01803  1.800.786.2346 Appendix A Certifications RF-EME Compliance Report USID No. 169003 Site No. CLV4730 EBI Project No. 6215003539 2515 Valley Drive, Hermosa Beach, California EBI Consulting  21 B Street  Burlington, MA 01803  1.800.786.2346 Preparer Certification I, Alison Martin, state that:  I am an employee of EnviroBusiness Inc. (d/b/a EBI Consulting), which provides RF-EME safety and compliance services to the wireless communications industry.  I have successfully completed RF-EME safety training, and I am aware of the potential hazards from RF-EME and would be classified “occupational” under the FCC regulations.  I am familiar with the FCC rules and regulations as well as OSHA regulations both in general and as they apply to RF-EME exposure.  I have been trained in on the procedures outlined in AT&T’s RF Exposure: Responsibilities, Procedures & Guidelines document (dated September 21, 2012) and on RF-EME modeling using RoofView® modeling software.  I have reviewed the data provided by the client and incorporated it into this Site Compliance Report such that the information contained in this report is true and accurate to the best of my knowledge. RF-EME Compliance Report USID No. 169003 Site No. CLV4730 EBI Project No. 6215003539 2515 Valley Drive, Hermosa Beach, California EBI Consulting  21 B Street  Burlington, MA 01803  1.800.786.2346 Appendix B Compliance/Signage Plan At the nearest walking/working surfaces to the AT&T antennas, the maximum power density generated by the AT&T antennas is approximately 19.20 percent of the FCC’s general public limit (3.84 percent of the FCC’s occupational limit). The composite exposure level from all carriers on this site is approximately 19.20 percent of the FCC’s general public limit (3.84 percent of the FCC’s occupational limit) at the nearest walking/working surface to each antenna. ATT Sector A ATT Sector B ATT Sector C Access Gate Compliance/Signage Plan Facility Operator: AT&T Mobility Site Name: Kiwanis Building AT&T Site Number: CLV4730 USID Number: 169003 Report Date: 06-25-15 Existing AT&T Cell Site Located at 313 29th Court June 22, 2015 Coverage Site: CLV4730 © 2014 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property. June 22, 2015 UMTS Coverage – Neighboring Site of CLV4730 © 2014 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property. June 22, 2015 UMTS Coverage – Neighboring Site with Proposed © 2014 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property. June 22, 2015 UMTS Coverage – StandAlone © 2014 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property. June 22, 2015 LTE Coverage – Neighboring Site of CLV4730 © 2014 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property. June 22, 2015 LTE Coverage – Neighboring Site with Proposed © 2014 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property. June 22, 2015 LTE Coverage – Stand Alone © 2014 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property. June 22, 2015 Coverage Legend In-Building Service: In general, the areas shown in dark green should have the strongest signal strength and be sufficient for most in- building coverage. However, in-building coverage can and will be adversely affected by the thickness/construction type of walls, or your location in the building (i.e., in the basement, in the middle of the building with multiple walls, etc.) In-Transit Service: The areas shown in the yellow should be sufficient for on-street or in-the-open coverage, most in-vehicle coverage and possibly some in-building coverage. Outdoor Service: The areas shown in the purple should have sufficient signal strength for on-street or in-the-open coverage, but may not have it for in-vehicle coverage or in-building coverage. Radio Frequency – Electromagnetic Energy (RF-EME) Compliance Report Site No. CLV4730 Kiwanis Building 2515 Valley Drive Hermosa Beach, California 90254 Los Angeles County 33.873067; -118.399427 NAD83 Flagpole EBI Project No. 6215003539 June 25, 2015 Prepared for: AT&T Mobility, LLC 1265 North Van Buren Street Anaheim, CA 92807 Prepared by: Front overview picture of Subject Property [Click on Icon to Insert Picture] DELETE THIS TEXT BOX FROM DRAFT REPORT RF-EME Compliance Report USID No. 169003 Site No. CLV4730 EBI Project No. 6215003539 2515 Valley Drive, Hermosa Beach, California EBI Consulting  21 B Street  Burlington, MA 01803  1.800.786.2346 i TABLE OF CONTENTS EXECUTIVE SUMMARY..................................................................................................................... 1 1.0 FEDERAL COMMUNICATIONS COMMISSION (FCC) REQUIREMENTS ................................... 3 2.0 AT&T RF EXPOSURE POLICY REQUIREMENTS .................................................................... 5 3.0 WORST-CASE PREDICTIVE MODELING ................................................................................. 5 4.0 SUMMARY AND CONCLUSIONS ............................................................................................. 8 5.0 LIMITATIONS ......................................................................................................................... 8 APPENDICES Appendix A Personnel Certifications Appendix B Roofview/Compliance Signage Plan RF-EME Compliance Report USID No. 169003 Site No. CLV4730 EBI Project No. 6215003539 2515 Valley Drive, Hermosa Beach, California EBI Consulting  21 B Street  Burlington, MA 01803  1.800.786.2346 EXECUTIVE SUMMARY Purpose of Report EnviroBusiness Inc. (dba EBI Consulting) has been contracted by AT&T Mobility, LLC to conduct radio frequency electromagnetic (RF-EME) modeling for AT&T Site CLV4730 located at 2515 Valley Drive in Hermosa Beach, California to determine RF-EME exposure levels from proposed AT&T wireless communications equipment at this site. As described in greater detail in Section 1.0 of this report, the Federal Communications Commission (FCC) has developed Maximum Permissible Exposure (MPE) Limits for general public exposures and occupational exposures. This report summarizes the results of RF-EME modeling in relation to relevant FCC RF-EME compliance standards for limiting human exposure to RF-EME fields. This report contains a detailed summary of the RF EME analysis for the site, including the following:  Site Plan with antenna locations  Antenna inventory with relevant parameters for theoretical modeling  Graphical representation of theoretical MPE fields based on modeling  Graphical representation of recommended signage and/or barriers This document addresses the compliance of AT&T’s transmitting facilities independently and in relation to all collocated facilities at the site. Statement of Compliance A site is considered out of compliance with FCC regulations if there are areas that exceed the FCC exposure limits and there are no RF hazard mitigation measures in place. Any carrier which has an installation that contributes more than 5% of the applicable MPE must participate in mitigating these RF hazards. As presented in the sections below, based on worst-case predictive modeling, there are no modeled exposures on any accessible ground walking/working surface related to ATT’s proposed antennas that exceed the FCC’s occupational and/or general public exposure limits at this site. As such, the proposed AT&T installation is in compliance with FCC regulations upon proper installation of recommended signage and/or barriers. AT&T Recommended Signage/Compliance Plan AT&T’s RF Exposure: Responsibilities, Procedures & Guidelines document, dated September 21, 2012, requires that: 1. All sites must be analyzed for RF exposure compliance; 2. All sites must have that analysis documented; and 3. All sites must have any necessary signage and barriers installed. Site compliance recommendations have been developed based upon protocols presented in AT&T’s RF Exposure: Responsibilities, Procedures & Guidelines document, dated September 21, 2012, additional guidance provided by AT&T, EBI’s understanding of FCC and OSHA requirements, and common industry practice. Barrier locations have been identified (when required) based on guidance presented in AT&T’s RF Exposure: Responsibilities, Procedures & Guidelines document, dated September 21, 2012. The following signage is recommended at this site: RF-EME Compliance Report USID No. 169003 Site No. CLV4730 EBI Project No. 6215003539 2515 Valley Drive, Hermosa Beach, California EBI Consulting  21 B Street  Burlington, MA 01803  1.800.786.2346  Green INFO 1 sign posted on or next to the access gate.  Yellow CAUTION sign posted at the base of the flagpoles. The signage proposed for installation at this site complies with AT&T’s RF Exposure: Responsibilities, Procedures & Guidelines document and therefore complies with FCC and OSHA requirements. Barriers are not recommended on this site. More detailed information concerning site compliance recommendations is presented in Section 4.0 and Appendix E of this report. RF-EME Compliance Report USID No. 169003 Site No. CLV4730 EBI Project No. 6215003539 2515 Valley Drive, Hermosa Beach, California EBI Consulting  21 B Street  Burlington, MA 01803  1.800.786.2346 1.0 FEDERAL COMMUNICATIONS COMMISSION (FCC) REQUIREMENTS The FCC has established Maximum Permissible Exposure (MPE) limits for human exposure to Radiofrequency Electromagnetic (RF-EME) energy fields, based on exposure limits recommended by the National Council on Radiation Protection and Measurements (NCRP) and, over a wide range of frequencies, the exposure limits developed by the Institute of Electrical and Electronics Engineers, Inc. (IEEE) and adopted by the American National Standards Institute (ANSI) to replace the 1982 ANSI guidelines. Limits for localized absorption are based on recommendations of both ANSI/IEEE and NCRP. The FCC guidelines incorporate two separate tiers of exposure limits that are based upon occupational/controlled exposure limits (for workers) and general public/uncontrolled exposure limits for members of the general public. Occupational/controlled exposure limits apply to situations in which persons are exposed as a consequence of their employment and in which those persons who are exposed have been made fully aware of the potential for exposure and can exercise control over their exposure. Occupational/ controlled exposure limits also apply where exposure is of a transient nature as a result of incidental passage through a location where exposure levels may be above general public/uncontrolled limits (see below), as long as the exposed person has been made fully aware of the potential for exposure and can exercise control over his or her exposure by leaving the area or by some other appropriate means. General public/uncontrolled exposure limits apply to situations in which the general public may be exposed or in which persons who are exposed as a consequence of their employment may not be made fully aware of the potential for exposure or cannot exercise control over their exposure. Therefore, members of the general public would always be considered under this category when exposure is not employment-related, for example, in the case of a telecommunications tower that exposes persons in a nearby residential area. Table 1 and Figure 1 (below), which are included within the FCC’s OET Bulletin 65, summarize the MPE limits for RF emissions. These limits are designed to provide a substantial margin of safety. They vary by frequency to take into account the different types of equipment that may be in operation at a particular facility and are “time-averaged” limits to reflect different durations resulting from controlled and uncontrolled exposures. The FCC’s MPEs are measured in terms of power (mW) over a unit surface area (cm2). Known as the power density, the FCC has established an occupational MPE of 5 milliwatts per square centimeter (mW/cm2) and an uncontrolled MPE of 1 mW/cm2 for equipment operating in the 1900 MHz frequency range. For the AT&T equipment operating at 850 MHz, the FCC’s occupational MPE is 2.83 mW/cm2 and an uncontrolled MPE of 0.57 mW/cm2. For the AT&T equipment operating at 700 MHz, the FCC’s occupational MPE is 2.33 mW/cm2 and an uncontrolled MPE of 0.47 mW/cm2. These limits are considered protective of these populations. Table 1: Limits for Maximum Permissible Exposure (MPE) (A) Limits for Occupational/Controlled Exposure Frequency Range (MHz) Electric Field Strength (E) (V/m) Magnetic Field Strength (H) (A/m) Power Density (S) (mW/cm2) Averaging Time [E]2, [H]2, or S (minutes) 0.3-3.0 614 1.63 (100)* 6 3.0-30 1842/f 4.89/f (900/f2)* 6 30-300 61.4 0.163 1.0 6 300-I,500 -- -- f/300 6 RF-EME Compliance Report USID No. 169003 Site No. CLV4730 EBI Project No. 6215003539 2515 Valley Drive, Hermosa Beach, California EBI Consulting  21 B Street  Burlington, MA 01803  1.800.786.2346 Table 1: Limits for Maximum Permissible Exposure (MPE) (A) Limits for Occupational/Controlled Exposure Frequency Range (MHz) Electric Field Strength (E) (V/m) Magnetic Field Strength (H) (A/m) Power Density (S) (mW/cm2) Averaging Time [E]2, [H]2, or S (minutes) 1,500-100,000 -- -- 5 6 (B) Limits for General Public/Uncontrolled Exposure Frequency Range (MHz) Electric Field Strength (E) (V/m) Magnetic Field Strength (H) (A/m) Power Density (S) (mW/cm2) Averaging Time [E]2, [H]2, or S (minutes) 0.3-1.34 614 1.63 (100)* 30 1.34-30 824/f 2.19/f (180/f2)* 30 30-300 27.5 0.073 0.2 30 300-I,500 -- -- f/1,500 30 1,500-100,000 -- -- 1.0 30 f = Frequency in (MHz) * Plane-wave equivalent power density Based on the above, the most restrictive thresholds for exposures of unlimited duration to RF energy for several personal wireless services are summarized below: Personal Wireless Service Approximate Frequency Occupational MPE Public MPE Personal Communication (PCS) 1,950 MHz 5.00 mW/cm2 1.00 mW/cm2 Cellular Telephone 870 MHz 2.90 mW/cm2 0.58 mW/cm2 Specialized Mobile Radio 855 MHz 2.85 mW/cm2 0.57 mW/cm2 Long Term Evolution (LTE) 700 MHz 2.33 mW/cm2 0.47 mW/cm2 Most Restrictive Freq, Range 30-300 MHz 1.00 mW/cm2 0.20 mW/cm2 MPE limits are designed to provide a substantial margin of safety. These limits apply for continuous exposures and are intended to provide a prudent margin of safety for all persons, regardless of age, gender, size, or health. Power Density (mW/cm2) RF-EME Compliance Report USID No. 169003 Site No. CLV4730 EBI Project No. 6215003539 2515 Valley Drive, Hermosa Beach, California EBI Consulting  21 B Street  Burlington, MA 01803  1.800.786.2346 Personal Communication (PCS) facilities used by AT&T in this area operate within a frequency range of 700-1900 MHz. Facilities typically consist of: 1) electronic transceivers (the radios or cabinets) connected to wired telephone lines; and 2) antennas that send the wireless signals created by the transceivers to be received by individual subscriber units (PCS telephones). Transceivers are typically connected to antennas by coaxial cables. Because of the short wavelength of PCS services, the antennas require line-of-site paths for good propagation, and are typically installed above ground level. Antennas are constructed to concentrate energy towards the horizon, with as little energy as possible scattered towards the ground or the sky. This design, combined with the low power of PCS facilities, generally results in no possibility for exposure to approach Maximum Permissible Exposure (MPE) levels, with the exception of areas directly in front of the antennas. 2.0 AT&T RF EXPOSURE POLICY REQUIREMENTS AT&T’s RF Exposure: Responsibilities, Procedures & Guidelines document, dated September 21, 2012, requires that: 1. All sites must be analyzed for RF exposure compliance; 2. All sites must have that analysis documented; and 3. All sites must have any necessary signage and barriers installed. Pursuant to this guidance, worst-case predictive modeling was performed for the site. This modeling is described below in Section 3.0. Lastly, based on the modeling and survey data, EBI has produced a Compliance Plan for this site that outlines the recommended signage and barriers. The recommended Compliance Plan for this site is described in Section 4.0. 3.0 WORST-CASE PREDICTIVE MODELING In accordance with AT&T’s RF Exposure policy, EBI performed theoretical modeling using RoofView® software to estimate the worst-case power density at the site ground-level resulting from operation of the antennas. RoofView® is a widely-used predictive modeling program that has been developed by Richard Tell Associates to predict both near field and far field RF power density values for roof-top and tower telecommunications sites produced by vertical collinear antennas that are typically used in the cellular, PCS, paging and other communications services. The models utilize several operational specifications for different types of antennas to produce a plot of spatially-averaged power densities that can be expressed as a percentage of the applicable exposure limit. For this report, EBI utilized antenna and power data provided by AT&T, and compared the resultant worst-case MPE levels to the FCC’s occupational/controlled exposure limits outlined in OET Bulletin 65. For this report, EBI utilized antenna and power data provided by AT&T and compared the resultant worst-case MPE levels to the FCC’s occupational/controlled exposure limits outlined in OET Bulletin 65. The assumptions used in the modeling are based upon information provided by AT&T and information gathered from other sources. There are no other wireless carriers with equipment installed at this site. Based on worst-case predictive modeling, there are no modeled exposures on any accessible ground walking/working surface related to ATT’s proposed antennas that exceed the FCC’s occupational and/or general public exposure limits at this site. At the nearest walking/working surfaces to the AT&T antennas, the maximum power density generated by the AT&T antennas is approximately 19.20 percent of the FCC’s general public limit (3.84 percent of the FCC’s occupational limit). The composite exposure level from all carriers on this site is RF-EME Compliance Report USID No. 169003 Site No. CLV4730 EBI Project No. 6215003539 2515 Valley Drive, Hermosa Beach, California EBI Consulting  21 B Street  Burlington, MA 01803  1.800.786.2346 approximately 19.20 percent of the FCC’s general public limit (3.84 percent of the FCC’s occupational limit) at the nearest walking/working surface to each antenna. The inputs used in the modeling are summarized in the RoofView® export file presented in Appendix C. A graphical representation of the RoofView® modeling results is presented in Appendix D. It should be noted that RoofView® is not suitable for modeling microwave dish antennas; however, these units are designed for point-to-point operations at the elevations of the installed equipment rather than ground- level coverage. Based on AT&T’s RF Exposure: Responsibilities, Procedures & Guidelines document, dated September 21, 2012, microwave antennas are considered compliant if they are higher than 20 feet above any accessible walking/working surface. There are no microwaves installed at this site. RF-EME Compliance Report USID No. 169003 Site No. CLV4730 EBI Project No. 6215003539 2515 Valley Drive, Hermosa Beach, California EBI Consulting  21 B Street  Burlington, MA 01803  1.800.786.2346 RECOMMENDED SIGNAGE/COMPLIANCE PLAN Signs are the primary means for control of access to areas where RF exposure levels may potentially exceed the MPE. As presented in the AT&T guidance document, the signs must:  Be posted at a conspicuous point;  Be posted at the appropriate locations;  Be readily visible; and  Make the reader aware of the potential risks prior to entering the affected area. The table below presents the signs that may be used for AT&T installations. Informational Signs Alerting Signs INFO 1 NOTICE INFO 2 CAUTION - ROOFTOP INFO 3 CAUTION - TOWER INFO 4 WARNING RF-EME Compliance Report USID No. 169003 Site No. CLV4730 EBI Project No. 6215003539 2515 Valley Drive, Hermosa Beach, California EBI Consulting  21 B Street  Burlington, MA 01803  1.800.786.2346 Based upon protocols presented in AT&T’s RF Exposure: Responsibilities, Procedures & Guidelines document, dated September 21, 2012, and additional guidance provided by AT&T, the following signage is recommended on the site: Recommended Signage:  Green INFO 1 sign posted on or next to the access gate.  Yellow CAUTION sign posted at the base of the flagpoles. No barriers are required for this site. Barriers should be constructed of weather-resistant plastic or wood fencing. Barriers may consist of railing, rope, chain, or weather-resistant plastic if no other types are permitted or are feasible. Painted stripes should only be used as a last resort and only in regions where there is little chance of snowfall. If painted stripes are selected as barriers, it is recommended that the stripes and signage be illuminated. The signage and any barriers are graphically represented in the Signage Plan presented in Appendix E. 4.0 SUMMARY AND CONCLUSIONS EBI has prepared this Radiofrequency Emissions Compliance Report for the proposed AT&T telecommunications equipment at the site located at 2515 Valley Drive in Hermosa Beach, California. EBI has conducted theoretical modeling to estimate the worst-case power density from AT&T antennas to document potential MPE levels at this location and ensure that site control measures are adequate to meet FCC and OSHA requirements, as well as AT&T’s corporate RF safety policies. As presented in the preceding sections, based on worst-case predictive modeling, there are no modeled exposures on any accessible ground walking/working surface related to ATT’s proposed antennas that exceed the FCC’s occupational and/or general public exposure limits at this site. Signage is recommended at the site as presented in Section 5.0 and Appendix E. Posting of the signage brings the site into compliance with FCC rules and regulations and AT&T’s corporate RF safety policies. 5.0 LIMITATIONS This report was prepared for the use of AT&T Mobility, LLC to meet requirements outlined in AT&T’s corporate RF safety guidelines. It was performed in accordance with generally accepted practices of other consultants undertaking similar studies at the same time and in the same locale under like circumstances. The conclusions provided by EBI are based solely on the information provided by the client. The observations in this report are valid on the date of the investigation. Any additional information that becomes available concerning the site should be provided to EBI so that our conclusions may be revised and modified, if necessary. This report has been prepared in accordance with Standard Conditions for Engagement and authorized proposal, both of which are integral parts of this report. No other warranty, expressed or implied, is made. RF-EME Compliance Report USID No. 169003 Site No. CLV4730 EBI Project No. 6215003539 2515 Valley Drive, Hermosa Beach, California EBI Consulting  21 B Street  Burlington, MA 01803  1.800.786.2346 Appendix A Certifications RF-EME Compliance Report USID No. 169003 Site No. CLV4730 EBI Project No. 6215003539 2515 Valley Drive, Hermosa Beach, California EBI Consulting  21 B Street  Burlington, MA 01803  1.800.786.2346 Preparer Certification I, Alison Martin, state that:  I am an employee of EnviroBusiness Inc. (d/b/a EBI Consulting), which provides RF-EME safety and compliance services to the wireless communications industry.  I have successfully completed RF-EME safety training, and I am aware of the potential hazards from RF-EME and would be classified “occupational” under the FCC regulations.  I am familiar with the FCC rules and regulations as well as OSHA regulations both in general and as they apply to RF-EME exposure.  I have been trained in on the procedures outlined in AT&T’s RF Exposure: Responsibilities, Procedures & Guidelines document (dated September 21, 2012) and on RF-EME modeling using RoofView® modeling software.  I have reviewed the data provided by the client and incorporated it into this Site Compliance Report such that the information contained in this report is true and accurate to the best of my knowledge. RF-EME Compliance Report USID No. 169003 Site No. CLV4730 EBI Project No. 6215003539 2515 Valley Drive, Hermosa Beach, California EBI Consulting  21 B Street  Burlington, MA 01803  1.800.786.2346 Appendix B Compliance/Signage Plan At the nearest walking/working surfaces to the AT&T antennas, the maximum power density generated by the AT&T antennas is approximately 19.20 percent of the FCC’s general public limit (3.84 percent of the FCC’s occupational limit). The composite exposure level from all carriers on this site is approximately 19.20 percent of the FCC’s general public limit (3.84 percent of the FCC’s occupational limit) at the nearest walking/working surface to each antenna. ATT Sector A ATT Sector B ATT Sector C Access Gate Compliance/Signage Plan Facility Operator: AT&T Mobility Site Name: Kiwanis Building AT&T Site Number: CLV4730 USID Number: 169003 Report Date: 06-25-15 13 Perspective A: From Valley Drive looking east towards the green belt Perspective B: From Valley Drive looking east towards the green belt directly in front of existing flagpole Perspective C: From Valley Drive looking south towards the project site/flagpole Perspective D: From Valley Drive looking north towards the project site/flagpole Perspective E: From Valley Drive looking west towards the project site/flagpole and adjacent residential properties Perspective F: From Valley Drive looking west towards the project site/flagpole A B C D F E Attachment 3 SITE PHOTOS June 22, 2015 Coverage Site: CLV4730 © 2014 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property. June 22, 2015 UMTS Coverage – Neighboring Site of CLV4730 © 2014 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property. June 22, 2015 UMTS Coverage – Neighboring Site with Proposed © 2014 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property. June 22, 2015 UMTS Coverage – StandAlone © 2014 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property. June 22, 2015 LTE Coverage – Neighboring Site of CLV4730 © 2014 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property. June 22, 2015 LTE Coverage – Neighboring Site with Proposed © 2014 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property. June 22, 2015 LTE Coverage – Stand Alone © 2014 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property. June 22, 2015 Coverage Legend In-Building Service: In general, the areas shown in dark green should have the strongest signal strength and be sufficient for most in- building coverage. However, in-building coverage can and will be adversely affected by the thickness/construction type of walls, or your location in the building (i.e., in the basement, in the middle of the building with multiple walls, etc.) In-Transit Service: The areas shown in the yellow should be sufficient for on-street or in-the-open coverage, most in-vehicle coverage and possibly some in-building coverage. Outdoor Service: The areas shown in the purple should have sufficient signal strength for on-street or in-the-open coverage, but may not have it for in-vehicle coverage or in-building coverage. Radio Frequency – Electromagnetic Energy (RF-EME) Compliance Report Site No. CLV4730 Kiwanis Building 2515 Valley Drive Hermosa Beach, California 90254 Los Angeles County 33.873067; -118.399427 NAD83 Flagpole EBI Project No. 6215003539 June 25, 2015 Prepared for: AT&T Mobility, LLC 1265 North Van Buren Street Anaheim, CA 92807 Prepared by: Front overview picture of Subject Property [Click on Icon to Insert Picture] DELETE THIS TEXT BOX FROM DRAFT REPORT RF-EME Compliance Report USID No. 169003 Site No. CLV4730 EBI Project No. 6215003539 2515 Valley Drive, Hermosa Beach, California EBI Consulting  21 B Street  Burlington, MA 01803  1.800.786.2346 i TABLE OF CONTENTS EXECUTIVE SUMMARY..................................................................................................................... 1 1.0 FEDERAL COMMUNICATIONS COMMISSION (FCC) REQUIREMENTS ................................... 3 2.0 AT&T RF EXPOSURE POLICY REQUIREMENTS .................................................................... 5 3.0 WORST-CASE PREDICTIVE MODELING ................................................................................. 5 4.0 SUMMARY AND CONCLUSIONS ............................................................................................. 8 5.0 LIMITATIONS ......................................................................................................................... 8 APPENDICES Appendix A Personnel Certifications Appendix B Roofview/Compliance Signage Plan RF-EME Compliance Report USID No. 169003 Site No. CLV4730 EBI Project No. 6215003539 2515 Valley Drive, Hermosa Beach, California EBI Consulting  21 B Street  Burlington, MA 01803  1.800.786.2346 EXECUTIVE SUMMARY Purpose of Report EnviroBusiness Inc. (dba EBI Consulting) has been contracted by AT&T Mobility, LLC to conduct radio frequency electromagnetic (RF-EME) modeling for AT&T Site CLV4730 located at 2515 Valley Drive in Hermosa Beach, California to determine RF-EME exposure levels from proposed AT&T wireless communications equipment at this site. As described in greater detail in Section 1.0 of this report, the Federal Communications Commission (FCC) has developed Maximum Permissible Exposure (MPE) Limits for general public exposures and occupational exposures. This report summarizes the results of RF-EME modeling in relation to relevant FCC RF-EME compliance standards for limiting human exposure to RF-EME fields. This report contains a detailed summary of the RF EME analysis for the site, including the following:  Site Plan with antenna locations  Antenna inventory with relevant parameters for theoretical modeling  Graphical representation of theoretical MPE fields based on modeling  Graphical representation of recommended signage and/or barriers This document addresses the compliance of AT&T’s transmitting facilities independently and in relation to all collocated facilities at the site. Statement of Compliance A site is considered out of compliance with FCC regulations if there are areas that exceed the FCC exposure limits and there are no RF hazard mitigation measures in place. Any carrier which has an installation that contributes more than 5% of the applicable MPE must participate in mitigating these RF hazards. As presented in the sections below, based on worst-case predictive modeling, there are no modeled exposures on any accessible ground walking/working surface related to ATT’s proposed antennas that exceed the FCC’s occupational and/or general public exposure limits at this site. As such, the proposed AT&T installation is in compliance with FCC regulations upon proper installation of recommended signage and/or barriers. AT&T Recommended Signage/Compliance Plan AT&T’s RF Exposure: Responsibilities, Procedures & Guidelines document, dated September 21, 2012, requires that: 1. All sites must be analyzed for RF exposure compliance; 2. All sites must have that analysis documented; and 3. All sites must have any necessary signage and barriers installed. Site compliance recommendations have been developed based upon protocols presented in AT&T’s RF Exposure: Responsibilities, Procedures & Guidelines document, dated September 21, 2012, additional guidance provided by AT&T, EBI’s understanding of FCC and OSHA requirements, and common industry practice. Barrier locations have been identified (when required) based on guidance presented in AT&T’s RF Exposure: Responsibilities, Procedures & Guidelines document, dated September 21, 2012. The following signage is recommended at this site: RF-EME Compliance Report USID No. 169003 Site No. CLV4730 EBI Project No. 6215003539 2515 Valley Drive, Hermosa Beach, California EBI Consulting  21 B Street  Burlington, MA 01803  1.800.786.2346  Green INFO 1 sign posted on or next to the access gate.  Yellow CAUTION sign posted at the base of the flagpoles. The signage proposed for installation at this site complies with AT&T’s RF Exposure: Responsibilities, Procedures & Guidelines document and therefore complies with FCC and OSHA requirements. Barriers are not recommended on this site. More detailed information concerning site compliance recommendations is presented in Section 4.0 and Appendix E of this report. RF-EME Compliance Report USID No. 169003 Site No. CLV4730 EBI Project No. 6215003539 2515 Valley Drive, Hermosa Beach, California EBI Consulting  21 B Street  Burlington, MA 01803  1.800.786.2346 1.0 FEDERAL COMMUNICATIONS COMMISSION (FCC) REQUIREMENTS The FCC has established Maximum Permissible Exposure (MPE) limits for human exposure to Radiofrequency Electromagnetic (RF-EME) energy fields, based on exposure limits recommended by the National Council on Radiation Protection and Measurements (NCRP) and, over a wide range of frequencies, the exposure limits developed by the Institute of Electrical and Electronics Engineers, Inc. (IEEE) and adopted by the American National Standards Institute (ANSI) to replace the 1982 ANSI guidelines. Limits for localized absorption are based on recommendations of both ANSI/IEEE and NCRP. The FCC guidelines incorporate two separate tiers of exposure limits that are based upon occupational/controlled exposure limits (for workers) and general public/uncontrolled exposure limits for members of the general public. Occupational/controlled exposure limits apply to situations in which persons are exposed as a consequence of their employment and in which those persons who are exposed have been made fully aware of the potential for exposure and can exercise control over their exposure. Occupational/ controlled exposure limits also apply where exposure is of a transient nature as a result of incidental passage through a location where exposure levels may be above general public/uncontrolled limits (see below), as long as the exposed person has been made fully aware of the potential for exposure and can exercise control over his or her exposure by leaving the area or by some other appropriate means. General public/uncontrolled exposure limits apply to situations in which the general public may be exposed or in which persons who are exposed as a consequence of their employment may not be made fully aware of the potential for exposure or cannot exercise control over their exposure. Therefore, members of the general public would always be considered under this category when exposure is not employment-related, for example, in the case of a telecommunications tower that exposes persons in a nearby residential area. Table 1 and Figure 1 (below), which are included within the FCC’s OET Bulletin 65, summarize the MPE limits for RF emissions. These limits are designed to provide a substantial margin of safety. They vary by frequency to take into account the different types of equipment that may be in operation at a particular facility and are “time-averaged” limits to reflect different durations resulting from controlled and uncontrolled exposures. The FCC’s MPEs are measured in terms of power (mW) over a unit surface area (cm2). Known as the power density, the FCC has established an occupational MPE of 5 milliwatts per square centimeter (mW/cm2) and an uncontrolled MPE of 1 mW/cm2 for equipment operating in the 1900 MHz frequency range. For the AT&T equipment operating at 850 MHz, the FCC’s occupational MPE is 2.83 mW/cm2 and an uncontrolled MPE of 0.57 mW/cm2. For the AT&T equipment operating at 700 MHz, the FCC’s occupational MPE is 2.33 mW/cm2 and an uncontrolled MPE of 0.47 mW/cm2. These limits are considered protective of these populations. Table 1: Limits for Maximum Permissible Exposure (MPE) (A) Limits for Occupational/Controlled Exposure Frequency Range (MHz) Electric Field Strength (E) (V/m) Magnetic Field Strength (H) (A/m) Power Density (S) (mW/cm2) Averaging Time [E]2, [H]2, or S (minutes) 0.3-3.0 614 1.63 (100)* 6 3.0-30 1842/f 4.89/f (900/f2)* 6 30-300 61.4 0.163 1.0 6 300-I,500 -- -- f/300 6 RF-EME Compliance Report USID No. 169003 Site No. CLV4730 EBI Project No. 6215003539 2515 Valley Drive, Hermosa Beach, California EBI Consulting  21 B Street  Burlington, MA 01803  1.800.786.2346 Table 1: Limits for Maximum Permissible Exposure (MPE) (A) Limits for Occupational/Controlled Exposure Frequency Range (MHz) Electric Field Strength (E) (V/m) Magnetic Field Strength (H) (A/m) Power Density (S) (mW/cm2) Averaging Time [E]2, [H]2, or S (minutes) 1,500-100,000 -- -- 5 6 (B) Limits for General Public/Uncontrolled Exposure Frequency Range (MHz) Electric Field Strength (E) (V/m) Magnetic Field Strength (H) (A/m) Power Density (S) (mW/cm2) Averaging Time [E]2, [H]2, or S (minutes) 0.3-1.34 614 1.63 (100)* 30 1.34-30 824/f 2.19/f (180/f2)* 30 30-300 27.5 0.073 0.2 30 300-I,500 -- -- f/1,500 30 1,500-100,000 -- -- 1.0 30 f = Frequency in (MHz) * Plane-wave equivalent power density Based on the above, the most restrictive thresholds for exposures of unlimited duration to RF energy for several personal wireless services are summarized below: Personal Wireless Service Approximate Frequency Occupational MPE Public MPE Personal Communication (PCS) 1,950 MHz 5.00 mW/cm2 1.00 mW/cm2 Cellular Telephone 870 MHz 2.90 mW/cm2 0.58 mW/cm2 Specialized Mobile Radio 855 MHz 2.85 mW/cm2 0.57 mW/cm2 Long Term Evolution (LTE) 700 MHz 2.33 mW/cm2 0.47 mW/cm2 Most Restrictive Freq, Range 30-300 MHz 1.00 mW/cm2 0.20 mW/cm2 MPE limits are designed to provide a substantial margin of safety. These limits apply for continuous exposures and are intended to provide a prudent margin of safety for all persons, regardless of age, gender, size, or health. Power Density (mW/cm2) RF-EME Compliance Report USID No. 169003 Site No. CLV4730 EBI Project No. 6215003539 2515 Valley Drive, Hermosa Beach, California EBI Consulting  21 B Street  Burlington, MA 01803  1.800.786.2346 Personal Communication (PCS) facilities used by AT&T in this area operate within a frequency range of 700-1900 MHz. Facilities typically consist of: 1) electronic transceivers (the radios or cabinets) connected to wired telephone lines; and 2) antennas that send the wireless signals created by the transceivers to be received by individual subscriber units (PCS telephones). Transceivers are typically connected to antennas by coaxial cables. Because of the short wavelength of PCS services, the antennas require line-of-site paths for good propagation, and are typically installed above ground level. Antennas are constructed to concentrate energy towards the horizon, with as little energy as possible scattered towards the ground or the sky. This design, combined with the low power of PCS facilities, generally results in no possibility for exposure to approach Maximum Permissible Exposure (MPE) levels, with the exception of areas directly in front of the antennas. 2.0 AT&T RF EXPOSURE POLICY REQUIREMENTS AT&T’s RF Exposure: Responsibilities, Procedures & Guidelines document, dated September 21, 2012, requires that: 1. All sites must be analyzed for RF exposure compliance; 2. All sites must have that analysis documented; and 3. All sites must have any necessary signage and barriers installed. Pursuant to this guidance, worst-case predictive modeling was performed for the site. This modeling is described below in Section 3.0. Lastly, based on the modeling and survey data, EBI has produced a Compliance Plan for this site that outlines the recommended signage and barriers. The recommended Compliance Plan for this site is described in Section 4.0. 3.0 WORST-CASE PREDICTIVE MODELING In accordance with AT&T’s RF Exposure policy, EBI performed theoretical modeling using RoofView® software to estimate the worst-case power density at the site ground-level resulting from operation of the antennas. RoofView® is a widely-used predictive modeling program that has been developed by Richard Tell Associates to predict both near field and far field RF power density values for roof-top and tower telecommunications sites produced by vertical collinear antennas that are typically used in the cellular, PCS, paging and other communications services. The models utilize several operational specifications for different types of antennas to produce a plot of spatially-averaged power densities that can be expressed as a percentage of the applicable exposure limit. For this report, EBI utilized antenna and power data provided by AT&T, and compared the resultant worst-case MPE levels to the FCC’s occupational/controlled exposure limits outlined in OET Bulletin 65. For this report, EBI utilized antenna and power data provided by AT&T and compared the resultant worst-case MPE levels to the FCC’s occupational/controlled exposure limits outlined in OET Bulletin 65. The assumptions used in the modeling are based upon information provided by AT&T and information gathered from other sources. There are no other wireless carriers with equipment installed at this site. Based on worst-case predictive modeling, there are no modeled exposures on any accessible ground walking/working surface related to ATT’s proposed antennas that exceed the FCC’s occupational and/or general public exposure limits at this site. At the nearest walking/working surfaces to the AT&T antennas, the maximum power density generated by the AT&T antennas is approximately 19.20 percent of the FCC’s general public limit (3.84 percent of the FCC’s occupational limit). The composite exposure level from all carriers on this site is RF-EME Compliance Report USID No. 169003 Site No. CLV4730 EBI Project No. 6215003539 2515 Valley Drive, Hermosa Beach, California EBI Consulting  21 B Street  Burlington, MA 01803  1.800.786.2346 approximately 19.20 percent of the FCC’s general public limit (3.84 percent of the FCC’s occupational limit) at the nearest walking/working surface to each antenna. The inputs used in the modeling are summarized in the RoofView® export file presented in Appendix C. A graphical representation of the RoofView® modeling results is presented in Appendix D. It should be noted that RoofView® is not suitable for modeling microwave dish antennas; however, these units are designed for point-to-point operations at the elevations of the installed equipment rather than ground- level coverage. Based on AT&T’s RF Exposure: Responsibilities, Procedures & Guidelines document, dated September 21, 2012, microwave antennas are considered compliant if they are higher than 20 feet above any accessible walking/working surface. There are no microwaves installed at this site. RF-EME Compliance Report USID No. 169003 Site No. CLV4730 EBI Project No. 6215003539 2515 Valley Drive, Hermosa Beach, California EBI Consulting  21 B Street  Burlington, MA 01803  1.800.786.2346 RECOMMENDED SIGNAGE/COMPLIANCE PLAN Signs are the primary means for control of access to areas where RF exposure levels may potentially exceed the MPE. As presented in the AT&T guidance document, the signs must:  Be posted at a conspicuous point;  Be posted at the appropriate locations;  Be readily visible; and  Make the reader aware of the potential risks prior to entering the affected area. The table below presents the signs that may be used for AT&T installations. Informational Signs Alerting Signs INFO 1 NOTICE INFO 2 CAUTION - ROOFTOP INFO 3 CAUTION - TOWER INFO 4 WARNING RF-EME Compliance Report USID No. 169003 Site No. CLV4730 EBI Project No. 6215003539 2515 Valley Drive, Hermosa Beach, California EBI Consulting  21 B Street  Burlington, MA 01803  1.800.786.2346 Based upon protocols presented in AT&T’s RF Exposure: Responsibilities, Procedures & Guidelines document, dated September 21, 2012, and additional guidance provided by AT&T, the following signage is recommended on the site: Recommended Signage:  Green INFO 1 sign posted on or next to the access gate.  Yellow CAUTION sign posted at the base of the flagpoles. No barriers are required for this site. Barriers should be constructed of weather-resistant plastic or wood fencing. Barriers may consist of railing, rope, chain, or weather-resistant plastic if no other types are permitted or are feasible. Painted stripes should only be used as a last resort and only in regions where there is little chance of snowfall. If painted stripes are selected as barriers, it is recommended that the stripes and signage be illuminated. The signage and any barriers are graphically represented in the Signage Plan presented in Appendix E. 4.0 SUMMARY AND CONCLUSIONS EBI has prepared this Radiofrequency Emissions Compliance Report for the proposed AT&T telecommunications equipment at the site located at 2515 Valley Drive in Hermosa Beach, California. EBI has conducted theoretical modeling to estimate the worst-case power density from AT&T antennas to document potential MPE levels at this location and ensure that site control measures are adequate to meet FCC and OSHA requirements, as well as AT&T’s corporate RF safety policies. As presented in the preceding sections, based on worst-case predictive modeling, there are no modeled exposures on any accessible ground walking/working surface related to ATT’s proposed antennas that exceed the FCC’s occupational and/or general public exposure limits at this site. Signage is recommended at the site as presented in Section 5.0 and Appendix E. Posting of the signage brings the site into compliance with FCC rules and regulations and AT&T’s corporate RF safety policies. 5.0 LIMITATIONS This report was prepared for the use of AT&T Mobility, LLC to meet requirements outlined in AT&T’s corporate RF safety guidelines. It was performed in accordance with generally accepted practices of other consultants undertaking similar studies at the same time and in the same locale under like circumstances. The conclusions provided by EBI are based solely on the information provided by the client. The observations in this report are valid on the date of the investigation. Any additional information that becomes available concerning the site should be provided to EBI so that our conclusions may be revised and modified, if necessary. This report has been prepared in accordance with Standard Conditions for Engagement and authorized proposal, both of which are integral parts of this report. No other warranty, expressed or implied, is made. RF-EME Compliance Report USID No. 169003 Site No. CLV4730 EBI Project No. 6215003539 2515 Valley Drive, Hermosa Beach, California EBI Consulting  21 B Street  Burlington, MA 01803  1.800.786.2346 Appendix A Certifications RF-EME Compliance Report USID No. 169003 Site No. CLV4730 EBI Project No. 6215003539 2515 Valley Drive, Hermosa Beach, California EBI Consulting  21 B Street  Burlington, MA 01803  1.800.786.2346 Preparer Certification I, Alison Martin, state that:  I am an employee of EnviroBusiness Inc. (d/b/a EBI Consulting), which provides RF-EME safety and compliance services to the wireless communications industry.  I have successfully completed RF-EME safety training, and I am aware of the potential hazards from RF-EME and would be classified “occupational” under the FCC regulations.  I am familiar with the FCC rules and regulations as well as OSHA regulations both in general and as they apply to RF-EME exposure.  I have been trained in on the procedures outlined in AT&T’s RF Exposure: Responsibilities, Procedures & Guidelines document (dated September 21, 2012) and on RF-EME modeling using RoofView® modeling software.  I have reviewed the data provided by the client and incorporated it into this Site Compliance Report such that the information contained in this report is true and accurate to the best of my knowledge. RF-EME Compliance Report USID No. 169003 Site No. CLV4730 EBI Project No. 6215003539 2515 Valley Drive, Hermosa Beach, California EBI Consulting  21 B Street  Burlington, MA 01803  1.800.786.2346 Appendix B Compliance/Signage Plan At the nearest walking/working surfaces to the AT&T antennas, the maximum power density generated by the AT&T antennas is approximately 19.20 percent of the FCC’s general public limit (3.84 percent of the FCC’s occupational limit). The composite exposure level from all carriers on this site is approximately 19.20 percent of the FCC’s general public limit (3.84 percent of the FCC’s occupational limit) at the nearest walking/working surface to each antenna. ATT Sector A ATT Sector B ATT Sector C Access Gate Compliance/Signage Plan Facility Operator: AT&T Mobility Site Name: Kiwanis Building AT&T Site Number: CLV4730 USID Number: 169003 Report Date: 06-25-15 /Users/darylolesinski/Dropbox/2015 Projects/1502 2nd Street Development/1502 Project Drawing files/1502 Archicad Files/2nd Street Condominiums.plnPROJECT # 1502 June 29th, 2015PROJECT LOG:SECOND STREET CONDOMINIUMS # 1502 All the material contained within these documents are property to O+ L BUILDING PROJECTS LLC and Daryl Olesinski and are furnished in confidence for the purpose of evaluation, bidding and construction of the building described. All other uses are prohibited and any reuse or release required written permission by O+L BUILDING PROJECTS LLC and Daryl Olesinski. Any discrepancies found between the existing and described information provided shall be reported to O+ L BUILDING PROJECTS LLC. © O+ L BUILDING PROJECTS LLC 2015 OL+ BUILDING PROJECTS LLC 4509 Grand View Blvd. Los Angeles, CA. 90066 p: (310) 390 1650 03.30.15: Schematic Design Presentation Second Street Condominiums 121 Second Street, Hermosa Beach, CA. 9025405.10.15: Design Development Presentation 05.26.15: Planning Commission Submission 06.29.15: Planning Commission Corrections xx.xx' 1 A3.0 xxx.xx' F. FL. @ xxx FLOOR: xxx.xx' ROOM xxx FFX VERTICAL ELEVATION CALLOUT LOCATION VERTICAL ELEVATION CALLOUT HEIGHT BUILDING SECTION DESIGNATION BUILDING SECTION PAGE NUMBER VERTICAL ELEVATION CALLOUT LOCATION VERTICAL ELEVATION CALLOUT HEIGHT FINISH FLOOR ELEVATION CALLOUT HEIGHT FINISH FLOOR ELEVATION ROOM NAME ROOM NUMBER FINISH FLOOR MATERIAL CALLOUT PROJECT TEAM TITLE SHEET N.T.S. T1.0 CONTENTS T1.0 TITLE SHEET T1.1 GENERAL NOTES SURVEY A1.0 SITE PLAN A1.0a SITE DIAGRAMS A1.0b OPEN SPACE DIAGRAMS A1.1 BASEMENT FLOOR PLAN A1.2 GROUND FLOOR PLAN A1.3 SECOND FLOOR PLAN A1.4 THIRD FLOOR PLAN A1.5 ROOF PLAN A2.1 EXTERIOR ELEVATIONS A2.2 EXTERIOR ELEVATIONS A2.0 EXTERIOR ELEVATIONS A3.0 BUILDING SECTIONS A3.1 BUILDING SECTIONS A3.2 BUILDING SECTIONS A3.3 BUILDING SECTIONS A3.4 BUILDING SECTIONS A3.5 BUILDING SECTIONS A3.6 BUILDING SECTIONS L1.0 LANDSCAPE PLAN AREA MAP PROJECT LOCATION: 121 Second Street Hermosa Beach, CA. 90254 LEGAL OWNER: 121 2nd Street LLC 616 Via Del Monte Palos Verdes, CA. 90274 APN: 4188-008-023 LEGAL: Lot 28 of Tract 1076 in the City of Hermosa Beach, County of Los Angeles, State of California as per map recorded in Book17 pages 140 of Maps in the Office of the County Recorder. ZONING: R3 OCCUPANCY: R-2 / U PROJECT DESCRIPTION: A new condominium development consisting of (2) units with four bedrooms and three and one half bathrooms each. Total overall habitable floor area for the development is 5,294.00 sq. ft.: (UNIT A: 2,610.50 sq. ft. / UNIT B: 2,683.50 sq. ft.) DESIGN: Daryl Olesinski, Principal O+ L BUILDING PROJECTS, LLC 4509 Grand View Blvd. Los Angeles, CA. 90066 p. (310) 390 1650 f. (310) 390 1649 e. daryl@OplusL.com PROJECT AREA PERMITS SHALL BE ISSUED FOR THE FOLLOWING: 1. SHORING 2. ENCROACHMENT INTO THE PUBLIC RIGHT OF WAY 3. ELECTRICAL 4. PLUMBING 5. MECHANICAL 6. SPRINKLER SYSTEM 7. SEWER CAP 8. SOLAR PANELS STRUCTURAL ENGINEER: McCullum Engineering Services 880 Manhattan Beach Blvd. Manhattan Beach, CA. 90266 p. (310) 944 0898 f. (310) 545 5423 e. EMengineering@verizon.net Title 24 Calculations: Troy Lindquest AES 229 North Central Ave. # 500 Glendale CA. 91203 p. (818) 246 2844 f. (818) 246-4096 e. info@aes.com Real Estate Consultant: Bunny Crour Srour & Associates 1001 6th Street # 110 Manhattan Beach CA. 90266 p. (310) 372 8433 PROJECT DATAOWNER 121 2nd Street LLC 616 Via Del Monte Palos Verdes Estates, CA. 90274 PERMITTING LOT AREA: 2,998.50 SQ. FT.TOTAL BUILDING AREA: 6,231.75 SQ. FT. UNIT A: BASEMENT LEVEL LIVING AREA GARAGE GROUND FLOOR LIVING AREA GROUND FLOOR OPEN SPACE SECOND FLOOR LIVING AREA SECOND FLOOR DECK /BALCONY THIRD FLOOR DECK / BALCONY TOTAL DECKS / BALCONIES # O/ BEDROOMS # O/ BATHROOMS 712.00 SQ. FT. 413.00 SQ. FT. 363.00 SQ. FT. 112.66 SQ. FT. 879.00 SQ. FT. 0.00 SQ. FT. 188.125 SQ. FT. 199.25 SQ. FT. (4) 3 1/2 UNIT B: 712.00 SQ. FT. 413.00 SQ. FT. 363.00 SQ. FT. 81.00 SQ. FT. 879.00 SQ. FT. 0.00 SQ. FT. 122.50 SQ. FT. 231.00 SQ. FT. (4) ZONING INFORMATION THIRD FLOOR LIVING AREA 656.50 SQ. FT.729.50 SQ. FT. 3 1/2 AREA: REQUIRED PROVIDED LOT AREA / DWELLING UNIT LOT COVERAGE YARDS: FRONT SIDE REAR PARKING AND DRIVEWAYS: # OF SPACES GUEST SPACES PARKING SETBACK PARKING STALL DIMENSION TURNING AREA DRIVEWAY WIDTH DRIVEWAY MAX. SLOPE FENCES / WALLS: HEIGHT FROM FINISHED SURFACE LINEAL FEET OPEN SPACE: TOTAL PRIVATE (/ UNIT) PRIVATE STORAGE SPACE CU. FT. / UNIT 1,320.00 SQ. FT.1,499.25 SQ. FT. 1,949.02 SQ.FT (65%)1,948.00 SQ. FT. (64.9%) 17' FROM BACK OF SIDEWALK / 2' ABOVE 3'-0" MIN.3'-0" 1'-0" GND / 1'-0" AB.9'-0" GND / 1'-0" AB. 17' FROM BACK OF SIDEWALK / 2' ABOVE (2) / UNIT (2) / UNIT (1) / UNIT (1) / UNIT 17'-0" FRONT / 9'-0" REAR 17'-0" FRONT / 9'-0" REAR 9'-0" X 18'-0"9'-0" X 18'-0" 16'-0"16'-0" 12.5%12.5% FRONT / 12.5% REAR 600.00 SQ. FT.675.41 SQ. FT. 300.00 SQ. FT.UNIT A: 300.80 SQ. FT. UNIT B: 303.50 SQ. FT. 200.00 CU. FT.UNIT A: 210.00 CU. FT. UNIT B: 210.00 CU. FT. GENERAL BUILDING INFORMATION ROOF DECK(S)0.00 SQ. FT.100.00 SQ. FT. CITY OF HERMOSA BEACH DEPARTMENT OF PUBLIC WORKS NOTES: BASEMENT QUALIFICATION CALCULATION 1ST LEVEL F.F. ELEVATION LINEAL FEET OR PERMITER BUILDING 1 BUILDING 2 82.16 L. FT. LINEAL FEET < 6' FROM GD TO F.FL AB. % OF PERMITTER < 6' TO F.FL AB. 82.16 L. FT. 100.0% 23'-0"23'-0" > 72" (WITHIN SETBACK)60" SYMBOL LEGEND GEOLOGICAL ENGINEER: Norcal Engineering 10641 Humbolt St. Los Alamitos, CA. 90720 p. (562) 799 9469 f. (562) 799 9459 Professional Code The Building Designer designated below assumes "responsible control" over the content of all design instruments of service during their preparation that is ordinarily exercised by Building Designers applying the required Professional Standard of care typical of similar Professionals. _____________________________________________ Daryl Olesinski, Responsible Building Designer: AIR QUALITY VENTILATION CALCULATION UNIT A: cfm = CFA / 100 + 7.5 (# of bedrooms +1) 2,644.25 / 100 + 7.5(5) 26.44 + 37.5 cfm = 63.94 Ventilation provided by exhaust fan in room A203 - see E1.2 UNIT B: cfm = CFA / 100 + 7.5 (# of bedrooms +1) 2,723.50 / 100 + 7.5(5) 27.24 + 37.5 cfm = 34.74 Ventilation provided by exhaust fan in room B204 - see E1.2 All calculations are based upon 2010 California Energy Code, Section 150(o), Equation 4-1 82.16 L. FT. 82.16 L. FT. 100.0% /Users/darylolesinski/Dropbox/2015 Projects/1502 2nd Street Development/1502 Project Drawing files/1502 Archicad Files/2nd Street Condominiums.plnPROJECT # 1502 June 29th, 2015PROJECT LOG:SECOND STREET CONDOMINIUMS # 1502 All the material contained within these documents are property to O+ L BUILDING PROJECTS LLC and Daryl Olesinski and are furnished in confidence for the purpose of evaluation, bidding and construction of the building described. All other uses are prohibited and any reuse or release required written permission by O+L BUILDING PROJECTS LLC and Daryl Olesinski. Any discrepancies found between the existing and described information provided shall be reported to O+ L BUILDING PROJECTS LLC. © O+ L BUILDING PROJECTS LLC 2015 OL+ BUILDING PROJECTS LLC 4509 Grand View Blvd. Los Angeles, CA. 90066 p: (310) 390 1650 03.30.15: Schematic Design Presentation Second Street Condominiums 121 Second Street, Hermosa Beach, CA. 9025405.10.15: Design Development Presentation 05.26.15: Planning Commission Submission 06.29.15: Planning Commission Corrections NOTE: IF ANY DISCREPANCIES OCCUR BETWEEN THESE NOTES AND NOTES WITHIN THE PROJECT MANUAL, THE NOTES WITHIN THE PROJECT MANUAL SUPERCEDE DRAWINGS NOTES. 1. The word "Contractor" means the General Contractor, and where applicable by trade, Subcontractors. 2. Contractor shall be responsible for reviewing all notes prior to finalizing construction contract. 3. The specifications, general conditions and all issued addenda and change orders are part of the design drawings. 4. All construction and details shall be completed in full compliance with the California uniform building code and all other applicable codes and requirements. 5. The General Contractor shall maintain a full set of drawings and specifications and all required permits on the job site at all times. They shall be made available to the Designer and Owner at request. 6. Prior to finalizing contract prices, Contractor shall be responsible for reviewing and coordinating all notes and drawings to include any subcontract requirements or information which may not be indicated on subcontractor's sheets or notes, but which are indicated elsewhere in the construction documents. 7. The contractor (and his sub-contractors) shall study and compare the contract documents and shall at once report to the architect in writing all errors, inconsistencies or omissions discovered and verify all dimensions on site prior to commencing the work. If the contractor proceeds with any of the work so affected without written instructions of the Designer, the contractor shall make good at his own cost any resulting error, damage, defects, or time delays so caused. The contractor shall perform no portion of the work without contract documents or, where required, approved shop drawings, product data or samples for such portion of the work. 8. Contractor shall provide a blanket one-year guarantee for the total job with the separate guarantee for specific trades/equipment items, with the names of local representatives to be contracted for service. Provide operating and maintenance brochures as required. 9. Contractor shall provide one marked up print drawing indicating all differences, changes, ect., actual locations of concealed work, before final inspection. 10. Where specified items are mentioned, the contractor may submit alternate materials for approval by the architect. Package to contain brochure, cut sheets, specifications, costs, availability, references, ect… contractor to reimburse Designer for time spent evaluating alternatives or substitutions. 11. Written dimensions on drawings shall take precedence over dimensions scaled from drawings. 12. The Designer will submit contract documents for "plan check" and make any necessary corrections. The owner will pay charges, fees and assessments levied by public authorities for connection to the public sewer. 13. Contractor shall consult with representatives of applicable utilities, including gas, water, power, sewer, telephone, and cable television and determine exact locations and availability of utilities and determine the condition of existing service prior to commencing work or connecting utilities. 14. Contractor shall provide all walls, terraces, walks, and drives as shown on plans and also provide any expansion joints, curbs, etc. that may be required for durable construction to be approved by the Design Professional. 15. Contractor to stake out all works as shown on plans, confirm existing conditions and property line locations, and verify compliance with setbacks and clearances required by code. 16. Improvements on the site, work in progress, stored materials, and public and private improvements on property adjacent to the site, shall be protected by the contractor from damage arising from the work. All damage so occurring shall be repaired or replaced by the contractor at no cost to the owner. 17. Submittal documents for deferred submittal items shall be submitted to the Design Professional or engineer of record who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. The deferred submittal items shall not be installed until their design and submittal documents have been approved by the building official. 18. Structural observation by the engineer shall be preformed. A statement in writing shall be given to the building official, stating that site visits have been made and whether or not any observed deficiencies have been corrected to conform to the approved plans and specifications. 19. Contractor shall correlate work between design drawings and specifications and consultant drawings and specifications. 20. Contractor shall confirm any discrepancies between drawings or specs and job site conditions with Design Professional prior to starting portions of the work affected. 21. Written dimensions shall prevail over scaled dimensions on drawings. In no event is dimension to be scaled off the drawings without prior approval from the Design Professional. 22. Dimensions marked "clear" are not adjustable without the authorization of the architect. 23. Details are intended to show final affect of parts of construction. Minor modifications may be required to suit particular job site dimensions or conditions and shall be included within the scope of the work and Construction Contract. Any modifications required in details are to be first reviewed and confirmed with the Design Professional prior to construction. 24. Contractor shall review all items noted "verify or confirm with owner or Designer" which might affect costs prior to finalizing construction contract and subcontractors, and shall confirm final decisions regarding selection, materials, color, finish or other specifications not yet decided regarding these items. Contractor shall include the cost of these items within the original contract price. 25. Unless items are specifically itemized as not included in contract (NIC), they will be assumed to be included in the estimate or contract price. 26. The Design Professional, prior to the commencement of the work must approve all change orders in writing. Otherwise the contractor will take full responsibility for all the costs. Contractor shall immediately notify the Owner of any extra costs arising from the execution of his contract or subcontracts and shall receive Owner's written approval of it prior to doing the work. 27. Design work is the responsibility of the architect and any design changes made by the contractor shall be the full responsibility and liability of the contractor. 28. Contractor shall be responsible for supervising that all general and subcontract work is being accomplished according to the most current construction documents, including revisions. The contractor shall also be responsible for the coordination of work of subcontractors under separate contract with the owner. 29. Four sets of shop drawings shall be submitted to the Design Professional for approval. All shop drawings will require at least 10 working days for design review. 30. Contractor shall provide proper ventilation, clearances, and fire protection for all new fireplaces, ovens, hot water heaters, furnaces, vents and flues as required by the drawings, specifications and code. 31. Details marked "(typical)" shall apply in all cases, unless specifically noted otherwise. Where no detail is shown, construction shall be as shown for other similar work. 32. All unspecified materials shall be new first line products of a recognized manufacturer. No substitutions from specifications shall be used unless approved by the architect. If available, manufacturers guarantee shall be provided in writing. 33. A separate permit shall be secured for all electrical, plumbing and heating-ventilating work. 34. Licenses and permits necessary to the performance completion and approval of the work, and all inspection and other applicable fees (excluding building permit fees) shall be secured and paid for by the contractor. 35. Contractor shall have evidence of current workmen's compensation insurance coverage on file with the Department of Building and Safety in compliance with Section 3800 of the California Labor Code. 36. Contractor shall submit Haul Route Memo to Department of Building and Safety for approval. 37. The Contractor shall submit structural calculations, signed by a State Licensed Engineer, for skylight, and store front assemblies for review and approval. 38. Dimensions are to face of plywood, face of masonry, face of concrete, and to grid lines unless otherwise noted. 39. All insulation materials shall be certified by the manufacturer as complying with the California Quality Standards of Insulating Material. 40. No door except bathroom doors in the path of travel of a means of escape shall be less than 32 inches (71.12 cm) wide. 41. Every bathroom door lock shall be designed to permit the opening of the locked door from the outside in an emergency. 42. Interior wall finishes shall have a minimum flame spread classification of III (T-42-b). 43. Overflow drains shall be connected to drain lines independent from the roof drains. 44. Mechanical ventilation system in lieu of operable windows in bathroom/toilet room/ laundry to furnish five air changes per hour direct to the outside is required. (1205-a) 45. Glazing and insulation shall conform to the State Energy Insulation Standards. 46. Provide a 1-hour fire resistive occupancy separation per Building Code Table 5B or Title 24, Table 5B. 47. Fire resistive assemblies for protection of openings to comply with Building Code #4306 or Title 24, #4306. 48. Exit doors shall be operable from the inside without use of a key or any special knowledge or effort. Building Code #3304(c), Fire Code #12.104, or Title 24, #2-3303 (c). 49. Width and height of required exit doorways to comply with Building Code #3304(e) or Title 24, #2-3303(e). 50. Comply with Building Code #1210(a) regarding fire warning system smoke detectors. Hard wired. 51. Comply with Building Code #1204 regarding access. 52. Clearance of brush and vegetative growth will be maintained per Fire Code #11.502 and #11.503. 53. A permit from the Dept. of Public Works is required for a protection fence or canopy on or over any street or public space (91.4407). 54. No trenches or excavations 5 feet or more in depth into which a person is required to descend. 55. Contractor shall erect and maintain temporary barricades as needed for protection against accident, and shall continuously maintain adequate protection of his work and the owner's property from damage or loss arising in connection with construction. 56. G.C. shall clean glass, remove stains, spots, marks and dirt from all work, clean all hardware, remove paint spots from all surfaces, clean all fixtures and floors. 57. Temporary electric power and sanitary facilities are to be provided and paid for by the contractor. 58. No part of the structure shall be overloaded beyond its safe carrying capacity by the placing of materials, equipment, tools, machinery or any other item. 59. Contractor shall protect all floor surfaces from damage and equip mobile equipment with pneumatic tires. 60. All metal flashing, gutter, and downspout joints shall be lapped, joined, and sealed so that they are water tight and provide for positive water flow. 61. Contractor shall arrange with the necessary utility companies to connect utilities underground. 62. When demolition is required on site all debris must be removed from the site at the expense of the contractor and a demolition permit must be obtained by a licensed wrecking contractor (class c-21), or by a licensed general contractor (class b-1) who is also the contractor for a new building to be erected on the same site. Contractor's license shall be verified prior to issuance of permit. FRAMING 63. In addition to any structural grade requirements, all exposed wood beams and posts shall be selected for best appearance grade, with a minimum of knots, cracks and checks. 64. Contractor shall provide access to all attic areas and plumbing as required by code and shall confirm access locations with Design Professional prior to framing. 65. Contractor shall coordinate framing with proposed locations of electrical, mechanical and plumbing work so as to avoid changes in framing which might conflict with proposed equipment, fixture of diffuser locations. 66. Provide framed openings for medicine cabinets during rough framing, confirming size, location and heights of openings with Design Professional prior to construction. 67. Provide blocking as required for cabinets, toilet paper holders, towel bars and other specialty items. 68. All exposed wood beams, decking or other members installed prior to enclosing the building envelope and completing roof membrane shall be protected during construction against moisture, staining and other damage by protecting with weatherproof plastic wrappers and additional protective measures as may be required. STRUCTURAL 69. All welding to be done by welders certified by the appropriate city building department. 70. Glued-laminated lumber shall be fabricated in accordance with uniform building code standard no. 25-10. Exposed structural glued-laminated lumber shall be moisture-resistant treated wood or wood of natural resistance to decay. 71. All posts, plates, sleepers, etc. bearing on or embedded in concrete or masonry shall be pressure treated lumber. ROOF, ROOF FLASHING AND DRAINAGE 72. Contractor and Roofing Contractor shall furnish an unconditional written guarantee to Owner covering all materials and installation of new roofing, flashings and membranes for a period of 10 years following final completion of construction. 73. Contractor shall employ a qualified independent inspection service for inspection of the roof installation, including any insulation and flashings, and shall confirm arrangements with Owner, Design Professional, manufacturer's representative and roofing contractor prior to construction. 74. All built up or single-ply membrane roof areas shall have minimum 1/4" per foot pitch to drains for spans up to 20'-0", 1/2" per foot for spans over 20'-0". Emergency overflow scuppers or drains shall be installed with outlets 2" above principal roof drains, and shall be independent of principal roof drains or gutters. 75. All roofs, parapets, chimney and other flashings shall be installed so that they are watertight. Notify Design Professional of any points where water or moisture may penetrate for additional water protective measures. 76. All scuppers, gutters, downspouts, leader boxes or other sheet metal work shall be properly flashed and shall have welded or sealed waterproof joints. All bends, seams, splices, or other connections shall be straight, smooth and continuous without dimples or dents. Unless specified, sheet metal gauge shall be sufficient to withstand denting or bending. 77. Provide galvanic or bituminous insulation as approved by Design Professional between dissimilar metals. 78. Unless otherwise noted, all concealed interior roof drain downspouts shall be PVC schedule 40, min. 4" diameter or larger as specified sufficient to handle roof areas. All connections shall be watertight.. DOORS, WINDOWS 79. Exit doors must open over a landing not more than 1/2" below the threshold. 80. Glazed openings within 40"of a door lock shall be tempered glass. 81. All glazing in shower areas shall be of approved shatter resistant material. 82. Shower areas shall be finished with a hard non-absorptive surface to a height of 70" above drain inlet. 83. See ENERGY section for additional information regarding weather-stripping, etc. 84. Glass doors, adjacent panels, and all glazed openings within 18" of the adjacent floor shall be of glass approved for impact hazard 91.1711(d) (hsc 25997 eff. 3/4/72). All glazing to be fully tempered glass with no bugs or tong marks and should be accompanied by written certificates indicating tempering. 85. Wood flush-type doors shall be 1 3/8" thick minimum with solid core construction. 91.6709.1 -Door stops of in-swinging doors shall be one-piece construction with the jamb or joined by rabbet ot the jamb. 91.6709.4 86. All pin-type door hinges accessible from the outside shall have non-removable hinge pins. Hinges shall have min. 1/4" dia. steel jamb stud with 1/4" min. protection. The strike plate for the latches and the holding devise for the projecting dead bolts in wood construction wall shall be secured to the jamb and the wall framing with screws no less than 2-1/2" long. 91.6709.5, 91.6709.7 87. Provide dead bolts with hardened inserts: deadlocking latch with key-operated locks on exterior. Locks must be openable from inside without key, special knowledge or special effort (latch not required in B, F, and S occupancies. 91.6709.2 88. Straight dead bolts shall have a min. throw of 1" and an embedment of not less than 5/8", and a hook-shaped or an expanding-lug dead bolt shall have a minimum throw of 3/4". 91.6709.2 89. The use of a locking system which consists of a deadlocking latch operated by a doorknob and a deadbolt operated by a non -removable thumb turn which is independant of the deadlocking latch and which must be seperatly operated, shall not be considered as a system which requires special knowledge or effort when used in dwelling units. The door knob and the thumb turn which operates the deadbolt shall not be seperated by more than 8 inches. 90. Wood panel type doors must have panels at least 9/16 in. thick with shaped portions not less than 1/4 in. thick and indvidual panels must be no more than 300 sq. in. in area. Mullions shall be considered part of adjacent panels except mullions not over 18 in. long may have an overall width not less than 3 inches in width. 91. Sliding doors shall be provided with a device in the upper channel of the moving panel to prohibit raising and removing of the moving panel in the closed or partially open position. 91.6710 92. Sliding glass doors shall be equipped with locking devises and shall be so constructed and installed that they remain intact and engaged when subjected to the tests specified in 91.6717.1 93. Metal or wooden overhead or sliding doors shall be secured with a cylinder lock, padlock with a min. 9/32" diameter hardened steel shackle and bolted, hardened steel hasps, metal slide board, bolt or equivalent device unless secured electrically operated. 91.6711 94. Provide metal guides at top and bottom of metal accordian grate or grill-type doors and cylinder locks or padlocks. Cylinder guards shall be installed on all cylinder locks whenever the cylinder projects beyond the face of the door or is otherwise accessible to gripping tools. 91.6712 95. Sliding windows shall be provided with a device in the upper channel of the moving panel to prohibit raising and removing of the moving panel in the closed or partially open positiion. 91.6715.1 96. Sliding windows shall be equipped with locking devices and shall be so constructed and installed that they remain intact and engaged when subjected to the tests specified in 91.6717.2 MISCELLANEOUS 97. Contractor shall provide temporary toilet facilities at the job as necessary and required by code. 98. All grading shall be accomplished in accordance with the uniform building code. All excess excavated material resulting from grading shall be removed from the site by the contractor. 99. All glass doors and windows shall be certified and labeled to show compliance with air infiltration standards of 1972 ansi a134.1, a134.2, a134.3, and a134.4. SECURITY NOTES All openings marked by the symbol * on the door/window schedule are security openings and the following requirments shall apply: 100. Sliding doors and windows shall be provided with a device in the upper channel or the moving panel to prohibit raising and removing of the moving panel in the closed or partially open position. 101. Swinging doors. 102. Doorstops of in-swinging doors shall be of one-piece construction with the jamb or be provided with some device to prevent the door from being opened should the stop be removed. 103. Stops on out-swinging doors to be one-piece construction or fastened wih 3/4" screws 6" o.c. 104. All pin-type hinges that are accessible from outside the secured area when the door is closed shall have non-removable hinge pins. In addition, they shall have a minimum 1/4" diameter steel jamb stud with 1/4" minimum protection. 105. The strike plate (min. 16 us gauge, stud, bronze or brass) for latches and the holding device for projecting deadbolts shall be secured to the jamb and wall framing with 2" long screws. 106. All exterior doors shall be flush-type wood doors 1-3/4" thick with solid core construction, or fully tempered glass if glass, and shall be installed with dead locking latches. Deadbolts shall have a minimum 1" throw and a minimum 5/8" embedment (straight type) and shall contain hardened inserts. Locks shall be flush, key-operated cylinders on the exterior and shall be openable without key , special knowledge, or special effort on the interior. 107. Jambs shall be installed with solid backing for a 6" vertical distance on each side of the lock strike area. 108. Trimmers shall be full door length with solid backing against sole and header plates. 109. Horizontal blocking shall be placed between studs at lock strike height for 3 stud spaces. 110. All security doors shall be equipped with locks that incorporate the following features: deadbolt with minimum 1" projection and minimum 5/8" embedment in strike plate, cylinder guard and minimum 5 pin tumbler locks, and minimum 1/4" diameter connecting screws. 111. Double doors (inactive leafs) shall be secured with both head and base flush bolts with a minimum 5/8" embedment. 112. Window provisions 113. Sliding glass windows shall be equipped with locking devices and shall be so constructed and installed that they remain intact and engaged when subjected to the test specified in 91.5731 and 91.6732, LA city building code. 114. Windows and openings within 12 feet of ground level with over a 96 sq.in. area are deemed "accessible." 115. Glazing and glazed assemblies for "accessible" openings shall be certified as meeting test provisions of ubc 41-2 116. Glazing in exterior doors or within 40" of any locking mechanism shall be tempered or burglary resistant. ENERGY NOTES 117. The requirements of title 24, part 2. chapter 2-53 have been reviewed and the design submitted conforms with these regulations signed by the Design Professional. 118. The contractor shall provide the original occupant a list of heating, cooling, water heating, lighting, and conservation of solar devises installed in the building and instructions on how to use them efficiently. 119. A maintenance label shall be affixed to all equipment requiring preventative maintenance, and a copy of the maintenance instructions shall be provided for the owners use. 120. Insulation shall be certified by the manufacturer to comply with the California quality standards for insulating material. 121. After installing insulation, the installer shall post in a conspicuous location a certificate signed by the installer stating that the installation is consistent with the plans and specifications for which the building permit was issued, and conforms with the requirements of chapter 2-53. The certificate shall also state the manufacturer's name and material identification, the installed "r value," and, if loose-fill insulation, the minimum installed weight per sq.ft. consistent with the manufacturer's labeled installed design density for the desired "r value." 122. Ceiling/.roof shall be insulated (as per 2-5352 [a]) between framing members with insulation having an installed thermal resistance of r-19 or greater. 123. Wood-framed walls shall be insulated between framing members with insulation having an installed thermal resistance r-11 or greater. Framed foundation walls of heated basements or heated crawl spaces shall be insulated above the adjacent outside ground line with insulation having an installed thermal resistance of r-7. 124. All doors and windows between conditioned and unconditioned space shall be fully weather-stripped. 125. All openings in the building envelope such as frame, framing and panel joints, electrical and plumbing line openings, and masonry/wood framing joints shall be caulked or otherwise sealed to limit infiltration. 126. Manufactured doors and windows shall be certified and labeled indicating that they meet the infiltrations standards listed in table 2-53v, t-24, section2. 127. Fan or other exhaust systems exhausting air from conditioned space to the outside shall be provided with backdraft dampers to prevent air leakage. 128. Thermostatically controlled heating or cooling systems shall have an automatic thermostat with a clock mechanism which the building occupant can manually program to automatically set back the thermostat points for at least two periods within 24 hours. 129. Specify water heater size, fuel type, and that it is state listed. 130. Storage type water heaters shall be externally wrapped with insulation having an installed thermal resistance of r-12 or greater. 131. All showerheads, lavatory faucets and sink faucets shall be certified by the manufacturer as complying with the applicable California appliance efficiency standards. 132. Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficiency of not less than 25 lumens per watt (i.e. fluorescent). Luminaries which are the only lighting in a kitchen or bathroom will be considered general lighting. Lighting to be used only for specific visual tasks or decorative effect are exempt from this requirement. Such exempt lighting includes luminaries that are meant to light only a specific task area such as a kitchen counter or sink, a dinning table, or a bathroom mirror. FINISHES, CABINETRY, RAILINGS, ETC. 133. Contractor shall submit actual material samples for Design Professional's review of all finish materials, paint and stains prior to ordering materials. 134. All window door and other opening corners shall be reinforced with expanded metal lath nailed diagonally across corner. 135. Stucco surfaces shall be straight and plumb with no wobble, wave or irregularities over the course of the wall plane. 136. Confirm stucco finish and color with Design Professional prior to finalizing estimate. 137. Unless noted otherwise, all plaster and drywall materials and installation shall be according to current U.S. Gypsum Handbook specifications and applicable code requirements. Use waterproof drywall in all bathrooms, kitchens, janitor's closets, and wet areas. 138. Interior gypsum board shall be 5/8" thickness in all areas taped and finished smooth for wall paint. All gypsum board shall be installed using flathead drywall screws only. Countersink all screw heads. 139. The use of gypsum board for tiled walls or ceilings in showers and other wet areas is prohibited. 140. The use of Wonder Board or Durock will be acceptable for backing only with Architect's written approval, and only if a waterproof membrane is installed behind board over studs. Use full sheets wherever possible to eliminate joints. Where joints are unavoidable, hold boards apart 1/8" and use 2" fiberglass tape to reinforce joints. Apply min. 1/2" thick mortar bed plus 1/8" bonding over backing surfaces. 141. Contractor shall be responsible for ordering all ceramic tile and other finish materials with enough lead time so that ordered material can be confirmed as acceptable, and any unacceptable material replaced, without delaying construction. 142. Contractor shall include in construction contract installation of all finish hardware, including but not limited to cabinet pulls, knobs, door stops, towel bars, toilet paper holders and other miscellaneous items, regardless of whether those items are supplied by Owner or an allowance. See PAINTING section for painting notes. PAINTING 143. Contractor shall include within the scope of his work preparation, priming, and finish painting of exterior walls affected by additions and remodeling and interior walls and ceilings, including doors, sash and trim work. Confirm any exposed beams, decking, cabinets or wood to be stained and/or clear sealed prior to ordering. Confirm paint, stain and finish selections and specifications with Architect, submit color samples and apply sample colors on actual surfaces to be painted for Design Professional's review prior to ordering material. 144. Before beginning, inspect all work to be painted and report to Design professional any conditions which will prevent a quality finish from being accomplished. Commencing of work by the Contractor indicates his acceptance of the surfaces. UTILITIES, PLUMBING, DRAINAGE, ETC. 145. Contractor shall consult representatives of local utilities, including gas, water, power, sewer, telephone and TV where applicable, concerning locations and availability of utilities prior to commencing work or connecting utilities, and shall be responsible for any damage to existing utility lines. Locations and elevations of all exiting and new mains and meters shall be confirmed on the record drawings. 146. Plastic drain, waste or vent pipe, where permitted, shall be A.B.S. as approved per ASTM Standard D2261-73. Waste lines inside the structure shall be fully wrapped with insulation to reduce sound through walls and ceilings. 147. Flush out new and old water supply lines prior to connecting fixtures. 148. Contractor shall maintain adequate and constant water supply to all existing plumbing fixtures, hose bibs and sprinkler systems desired by Owner during construction. 149. General Contractor shall confirm arrangements for any temporary power and telephone service with Owner prior to finalizing contract. See Electrical Plans for electrical work. 150. All plumbing lines in ceiling & walls to be cast iron. 151. Showers are to be provided with pressure balancing valves. 152. Contractor shall verify that copper water supply lines are sized to provide acceptable pressure and volume. Contractor shall connect waste lines to sewer and provide clean-outs and ventilation as required by the uniform plumbing code. All copper used shall be type k. 153. Access panel (12"x12") or utility space to be provided for all plumbing fixtures having slip joint connections. 154. Seismic gas shut off valve to be installed on each fuel gas line for new buildings. For permit information contact the plumbing division at (213) 485-2311. 155. Gas piping shall not be installed in or on the ground under any building or structure. 156. Low consumption water closets shall be installed. 157. Contractor shall provide low flush toilets (1.6 gallons/flush) and low flow showerheads. 158. Water heater must be strapped to wall, with approved strapping per UPC 510.5, strap shall be ICBO approved. MECHANICAL, SHEET METAL NOTES 159. All sheet metal work shall be in accordance with SMANA Manual standards and applicable codes. 160. The Contractor shall provide the Owner a list of the heating, cooling, ventilating, water heater and lighting systems and conservation or solar devices installed in the building and instruction on how to use them efficiently. 161. Furnish complete maintenance information. Required routine maintenance actions shall be clearly stated and incorporated on a readily accessible label. Label shall be affixed to all equipment requiring preventive maintenance, and a copy of the maintenance instruction shall be provided for the Owner's use. Contractor to provide Owner complete maintenance instructions, i.e., belt replacement, oil and lubricating along with installer's name, address and telephone number. 162. Provide submittal shop drawings and manufacturer's specifications for Design Professional's review, if equipment deviates from that specified. 163. Contractors to thoroughly clean all portions of their work, remove all debris and leave installation in perfect condition, ready for use. 164. EER rating and heating combustion efficiency rating of each HVAC unit shall comply with state requirements. 165. All furnaces, condensers, fans or other noise-producing equipment to be installed inside or on the building structure shall be mounted and insulated so as to minimize sound transmission to usable areas. Use ribbed neoprene pads, sound isolators, spring hangers and/or equivalent vibration reducing devices to isolate equipment from structure. 166. Condenser refrigerant piping in the structure shall be installed so as not to touch structure, framing or wall surfaces. Install foam rubber cushions at penetrations to separate piping from structure. 167. Insulation lining must be approved by the building department and shall meet or exceed NFPA standards. 168. Controls shall be adjustable to provide a temperature range of up to 10 degrees between full heating and cooling. 169. All bathroom and exhaust fans, range vents and built-in ovens shall be vented to the outside. Confirm all vent locations with Design Professional prior to ducting. See ENERGY Section for additional information regarding thermostats, insulation, etc. ELECTRICAL NOTES 170. Unless noted otherwise, all conduits shall be concealed in structure, attic spaces or underground. Any exceptions are to be reviewed and confirmed in writing to the Design Professional. 171. Contractor shall confirm all electrical loads and requirements for existing and new appliances, heating and air conditioning systems and other electrical equipment and fixtures prior to finalizing contract. 172. Contractor to verify that any existing service, meter, main, panel, conduits and wiring to remain are adequate. Advise Owner prior to finalizing contract of any changes required. 173. Contractor to verify clearances for all recessed fixtures and advise Design Professional of any conflicts prior to ordering. 174. Confirm fixture trim selection, diffuser and finish options with Design Professional prior to ordering. 175. All recessed fixture trims shall be gasketed and tight fitting to prevent light leaks. 176. All wiring shall be copper, in flexible or rigid conduit as specified by code. No "Romex" or other non-conduited wiring permitted when permitted by code. 177. Confirm material and color of all switches, outlets and cover plates with Design Professional prior to ordering. 178. Contractor shall provide Title 24, Form 5, if required. 179. Light controls shall be 3'-10" to center above finished floor, unless noted otherwise. 180. All wall duplex receptacles, telephone, TV, and other outlets shall be mounted 15" to top of box above finished floor, except at counters and where otherwise noted. 181. Ground fault interrupter required for all exterior outlets, bathrooms, temporary panels and other wet areas required by code. 182. Every dwelling unit shall be provided with smoke detectors conforming to U.B.C. standard 43-6. Smoke detectors shall be located in every room used for sleeping purposed and in corridors or areas giving access to such rooms. Detectors shall be mounted on the ceiling or on a wall within twelve (12) inches of the ceiling when located in a room and in the ceiling or wall at a point centrally located in the corridor or area giving access to such rooms. In an efficiency dwelling unit, the detector shall be located on the ceiling of the main room. Where sleeping rooms are on upper level, a detector shall be placed at the center of the ceiling directly above the stairway. All detectors shall be located in accordance with approved manufacturer's instructions. When actuated, the detector shall provide an alarm in the dwelling unit. Confirm type and locations of all devices with Owner prior to ordering and wiring. 183. Contractor to verify fire alarm system, computer system, security system, lighting control system, stereo wiring, intercom system, low voltage landscape lighting, and other special systems or electrical requirements with Design Professional and Owner prior to finalizing contract. 184. The indoor storage of combustible materials shall be regulated in relation to arrangement, location, size of areas, height, separations and housekeeping. 185. Provide a portable fire extinguisher with a rating of not less than 2-a or 2-b 10bc within 75 feet of travel distance to all portions of the building. 186. Location of fire extinguisher to be as required fire/building inspector. 187. In each dwelling unit & guest room provide a smoke detector mounted on the ceiling or wall of each sleeping room at a point centrally located on the wall or ceiling of the hallway or room giving access to the sleeping room at the top of the stairway with sleeping rooms at the upper level. 188. Smoke detectors hardwired & interconnected per UBC. 189. The construction shall not restrict a five-foot clear and unobstructed access to any water or power distribution facilities (Power poles, pull-boxes, transformers, vaults, pumps, valves, meters, appurtenances, etc.) or to the location of hook-up. The construction shall be not within ten feet of any power lines-whether or not the lines are located on the property. Failure to comply may cause construction delays and/or additional expenses. EXITING 190. Exit door shall be openable from the inside without use of a key, special knowledge, or effort. Flush or surface bolts are prohibited. 191. Exit doorways shall not be less than 36" in width nor less than 6'-8" in height. Projections including panic hardware if required shall not reduce the opening width to less than 32" clear. STORM WATER - BEST MANAGEMENT PRACTICES This project shall implement the Best Management Practices identified on attachment "A" entitled "Minimum Requirements for Construction Projects/Certification Statement". Note: A Wet Weather Erosion Control Plan utilizing sediment and erosion control BMP's, for projects that leave disturbed soil during the rainy season (October 1 to April 15) is required. The WWECP must be prepared, for projects that have already broken ground, not less than 30 days prior to the beginning of each rainy season during which soil will be disturbed, and implemented throughout the entire rainy season. A copy of the WWECP sall be kept on the project site at all times beginning 30 days prior to the start of the rainy season through the end of the rainy season. For projects that will begin construction during the rainy season, the WWECP must be available 30 days before construction commences. The WWECP must be submitted to the Bureau of Engineering, Public Works for review and approval. GEN. NOTES N.T.S. T1.1 GENERAL NOTES CITY OF HERMOSA BEACH PLAN CHECK NOTES 1. Plans shall comply with Title 24 energy efficiency requirements and all mandatory measures. (2010 California Energy Code "Title 24") 2. Factory built fireplaces and chimneys must be listed and labeled, installed per Manufactures's instructions R1004 & R1005. Fire place shall have glass door. 3. a) CO Alarms shall be listed for compliance with UL2034, UL2075, and/or NFPA 720. [CRC R315.3] b) CO Alarms shall be interconnected such that the activation of one alarm will activate all alarms in the individual dwelling unit. [CRC R315.1.2] 4. Shower compartments and wall above bathtubs with installed shower heads shall be finished with a smooth nonabsorbent surface to a height not less than 6'-0" above the floor [CRC R307.2] 5. All new fixtures shall be water conserving CPC 402.0. 6. Dryer vent shall be a max. of 14 feet in length with (2) 90 degree bends to the exterior (CMC504.3.2). Exhaust duct shall be equipped with a back draft damper. 7. All appliances are to be Energy Star rated HBMC 15.48.020 Subsection A4.210.1 - Appliance Rating. 8. All pluming fixtures are required to be "Low Flow" fixtures HBMC 15.48.020 Subsection A4.303 - Indoor Water Use. 9. A.I.T.C certificate to be given to inspector prior to installation of glued laminated wood members. CalGreen REQUIREMENTS / 2010 MANDATORY MEASURES 1. Automatic irrigation systems controllers installed at the time of final inspection shall be weather based (4.304.1) 2. Protect annular spaces around pipes, electric cables, conduits at exterior walls against the passage of rodents (4.406.1) 3. Cover duct openings and other related distribution component openings during construction (4.504.1) 4. Adhesives, sealants and caulks shall be compliant with VOC and other toxic compound limits (4.504.2.1) 5. Paints, stains and other coatings shall be compliant with VOC limits (4.504.2.2) 6. Aerosol paints and coatings shall be compliant with product weighted MIR limits for ROC and other toxic compounds (4.504.2.3) Verification of compliance shall be provided. 7. Carpet and carpet systems shall be compliant with VOC limits (4.504.3) 8. Minimum 50% of floor area receiving resilient flooring shall be comply with Section 4.504.4. 9. Particleboard, medium density fiberboard (MDF) and hardwood plywood used in interior finish systems shall comply with low formaldehyde emission standards. 4.504.5 10. Install capillary break and vapor retarder at slab on grade foundations (4.505.2) 11. Check moisture content of building materials used in wall and floor framing before enclosure (4.505.3) 12. Provide insulated louvers/covers (min R-4.2) which close when the fan is off for the whole house exhaust fans (4.507.1) 13. Duct systems are sized, designed, and equipment is selected per CalGreen Section 4.507.2. HVAC system Installers must be trained and certified and special inspectors employed by the enforcing agency must be qualified. 14. Please provide a copy of the operation and maintenance manual to the building occupant or owner addressing items 1 through 10 in CalGreen Section 4.410.1 15. Cool roof: Roofing materials shall have a CRRC initial or 3-year aged thermal emittance equal to or greater than those specified. 16. Please submit construction waste management plan per CalGreen Section 4.408.2 (or in accordance with the local ordinance). Divert a minimum of 50% of the construction waste generated at the site to recycle or salvage per Section 4.408.1. Please provide the following information on the plan. a) Identify the materials to be diverted from disposal by recycling, reuse on the project of salvage for future use or sale. b) Specify if materials will be sorted on site or mixed for transportation to a diversion facility. c) Identify the diversion facility where the material collected will be taken. d) Identify construction methods employed to reduce the amount of waste generated. e) Specify that the amount of materials diverted shall be calculated by weight or volume. Note on plan to provide documentations showing compliance with above to the building department. /Users/darylolesinski/Dropbox/2015 Projects/1502 2nd Street Development/1502 Project Drawing files/1502 Archicad Files/2nd Street Condominiums.plnPROJECT # 1502 June 29th, 2015PROJECT LOG:SECOND STREET CONDOMINIUMS # 1502 All the material contained within these documents are property to O+ L BUILDING PROJECTS LLC and Daryl Olesinski and are furnished in confidence for the purpose of evaluation, bidding and construction of the building described. All other uses are prohibited and any reuse or release required written permission by O+L BUILDING PROJECTS LLC and Daryl Olesinski. Any discrepancies found between the existing and described information provided shall be reported to O+ L BUILDING PROJECTS LLC. © O+ L BUILDING PROJECTS LLC 2015 OL+ BUILDING PROJECTS LLC 4509 Grand View Blvd. Los Angeles, CA. 90066 p: (310) 390 1650 03.30.15: Schematic Design Presentation Second Street Condominiums 121 Second Street, Hermosa Beach, CA. 9025405.10.15: Design Development Presentation 05.26.15: Planning Commission Submission 06.29.15: Planning Commission Corrections 99'-11 1/2" 9'-0" 12'-11 1/4"4'-3/4" 2'-0"1'-0"30'-0"3'-0"3'-0"22'-0"30'-0"3'-0"3'-0"3'-0"10'-0"10'-0"STLTED VENTSIGNPPNEIGHBORING RESIDENCE 6 0'30'30'2 0' 10'10' 6 0' 30'30'NEIGHBORING RESIDENCE SET N&T RCE 30826 3.00' W'LY OF CORNER ON PROP. LINE PROD. TAG ELEV = 91.93' SIGN 91 . 8 9 ' P . C .91.84' P.C.SET N&T RCE 30826 3.00' W'LY OF CORNER ON PROP. LINE PROD. TAG ELEV = 91.84' SET N&T RCE 20327 5.08' E'LY OF CORNER ON PROP. LINE PROD. TAG ELEV = 96.04' SET N&T RCE 30826 5.00' W'LY OF CORNER ON PROP. LINE PROD. TAG ELEV = 95.51' 95 . 3 4 ' P . C .96.41' P.C.95.49' FL95.99' TC 95.22' FL95.72' TC 95.11' FL 94.71' FL95.08' TC91.80' FL92.13' TC91.80' FL ED VENT93.38'94.09'94.40'95.11'94.03'92.32'92.27'92.29'96.07' 95.51' REAR YARD SETBACK @ SECOND FLOOR REQUIRED WIDTH OF GUEST PARKING SPACE FRONT YARD SETBACK REQUIRED WIDTH OF GUEST PARKING SPACE SIDE YARDSETBACKSIDE YARDSETBACKSIDE YARDSETBACKP. M E TP. M E TP. M E T EXISTING STREET PARKING TO REMAIN NO PARKING TO BE REMOVED EXISTING STREET PARKING TO REMAIN NO PARKING TO BE REMOVED EXISTING STREET PARKING TO REMAIN NO PARKING TO BE REMOVED CABLE PULL BOX 95.00'94.50'94.00'94.00'94.50'95.00'93.50'93.50'93.00'93.00'92.00'92.50'92.50'92.00'95.50'95.50'96.00'96.00' LINE OF ADJOINING CITY PROPERTY EXISTING NO PARKING RED ZONE TO REMAIN IN CURRENT LOCATIONNEW CURB DRIVEWAY APPROACH UNDER SEPARATE PERMITLOCATION OF EXISTING APPROACH TO BE RE-USEDGUEST PARKING9' x 22'GUEST PARKING9' x 22'PARKING:8'-6" X 18'-0" TRASH PARKING:8'-6" X 18'-0" TRASH TRASH 95.80' 95.75' 95.75' 93.65' 93.65' 93.65' 95.36' FL DRIVEWAY PROFILE: SEE SHT. A1.0A 96.25' T.W. 95.75' T.W. 93.875' D 94.40'93.875'93.875'93.875'93.875' LIGHT WELL OPEN TO BELOW GRAVEL GRAVEL 98.00' T.W.98.00' T.W.98.00' T.W. UNIT A OPEN SPACE: OVERALL DIM.: 13' - 0" X 9' - 7" (INCL. SIDE YD SETBACK)ALLOW. AREA: 11' - 7 3/4" X 6' - 7" = 76.66 SQ. FT. UNIT A OPEN SPACE:OVERALL DIM.: 7' - 1" X 8' - 0" (INCL. SIDE YD SETBACK) ALLOW. AREA: 7' - 1" X 5' - 1" = 36.00 SQ. FT. TRASHTRASHTRASH 90.765' LIGHT WELL OPEN TO BELOW 96.00' T.W.96.00' T.W. 93.38' 91.79' 91.86' 91.89'92.75'91.22' D92.75'91.73'D91.73'91.73'91.73' UNIT B OPEN SPACE:OVERALL DIM.: 7' - 1" X 8' - 0" (INCL. SIDE YD SETBACK) ALLOW. AREA: 7' - 1" X 5' - 1" = 36.00 SQ. FT. GRAVELGRAVEL 98.00' T.W. UTILITY METERS UNIT A OPEN SPACE: OVERALL DIM.: 8' - 2 3/4" X 9' - 9" (INCL. SIDE YD SETBACK)ALLOW. AREA: 3' - 6" X 6' - 9" = 23.625 SQ. FT. TRASH TRASH TRASHTRASHTRASHTRASH UNIT AUNIT B LENGTH OR REQ. GUEST PARKINGSIDE YARDSETBACKEXISTING SIDE WALK TO REMAINEXISTING SIDE WALK TO REMAIN TRASH TRASH TRASHTRASHTRASHTRASH F. FL. @ GROUND FLOOR: 93.875'F. FL. @ GROUND FLOOR: 91.22' LINE OF BUILDING ABOVE LINE OF BUILDING ABOVE CRITICAL POINT #1:125.85' MAX. ALLOWABLE122.63' PROVIDED CRITICAL POINT #2:125.067' MAX. ALLOWABLE122.63' PROVIDED CRITICAL POINT #3:124.47' MAX. ALLOWABLE123.29' PROVIDED CRITICAL POINT #5:124.30' MAX. ALLOWABLE124.00' PROVIDED CRITICAL POINT #4:124.00' MAX. ALLOWABLE122.63' PROVIDEDCRITICAL POINT #6:123.33' MAX. ALLOWABLE122.47' PROVIDED CRITICAL POINT #8:121.97' MAX. ALLOWABLE118.98' PROVIDED CRITICAL POINT #9:121.94' MAX. ALLOWABLE118.98' PROVIDED CRITICAL POINT #10:122.29' MAX. ALLOWABLE122.03' PROVIDED CRITICAL POINT #11:122.812' MAX. ALLOWABLE122.47' PROVIDED CRITICAL POINT #12:123.50' MAX. ALLOWABLE122.47' PROVIDED CRITICAL POINT #7:122.62' MAX. ALLOWABLE118.98' PROVIDED LINE OF ROOF ABOVE LINE OF ROOF ABOVE LINE OF ROOF ABOVE LINE OF ROOF ABOVE REAR YARD SETBACK @ GROUND FLOOR CORNER VISION CLEARANCE AS PER HBMC 17.46.060 VISIBILITY TRIANGLE VISIBILITY TRIANGLE91.86' N 77° 50' 31" E 99.95' 90.765' 90.765' CRITICAL POINT #13:122.80' MAX. ALLOWABLE122.47' PROVIDED CRITICAL POINT #14:123.90' MAX. ALLOWABLE123.29' PROVIDED UNIT B OPEN SPACE: OVERALL DIM.: 10' - 8 1/4" X 7' - 6" (INCL. SIDE YD SETBACK)AREA USED: 2' - 0" X 10' - 8 1/4" = 21.375 SQ. FT. SITE PLAN 1/8" = 1' - 0" A1.0 NSITE PLAN 1/8" = 1' - 0" SITE PLAN DATA: LOT COVERAGE: 2,998.50 SQ. FT. TOTAL LOT AREA 2,998.50 (.65) = 1,949.025 SQ. FT. ALLOWED 1,948.00 SQ. FT. PROVIDED (64.9%) FOR ALL DRAINAGE INFORMATION, SEE SHEETS C1 AND C2 DRIVEWAY PROFILE - SEE SHT. A1.0a OPEN SPCE DIAGRAMS - SEE A1.0b LANDSCAPE PLAN - SEE SHT. L1.0 SITE PLAN NOTES NOTE: DRIVEWAY SLOPE CERTIFICATION FROM A LICENSED SURVEYOR OR CIVIL ENGINEER SHALL BE REQUIRED TO VERIFY THAT THE GRADE ELEVATION OF THE PARKING/GARAGE SLAB IS CONSISTENT WITH THE ELEVATION OF THE APPROVED PLANS. THIS ELEVATION CERTIFICATION SHALL BE REQUIRED BEFORE THE BUILDING INSPECTOR APPROVES THE FORMS FOR POURING CONCRETE FOR THE GARAGE SLABS AND OR DRIVEWAY. 1. AS PER PLANS PROVIDED, ALL ROOF AND SITE HARDSCAPE DRAINAGE SHALL FLOWVIA GRAVITY TO PERMEABLE PLANTER AREAS        /Users/darylolesinski/Dropbox/2015 Projects/1502 2nd Street Development/1502 Project Drawing files/1502 Archicad Files/2nd Street Condominiums.plnPROJECT # 1502 June 29th, 2015PROJECT LOG:SECOND STREET CONDOMINIUMS # 1502 All the material contained within these documents are property to O+ L BUILDING PROJECTS LLC and Daryl Olesinski and are furnished in confidence for the purpose of evaluation, bidding and construction of the building described. All other uses are prohibited and any reuse or release required written permission by O+L BUILDING PROJECTS LLC and Daryl Olesinski. Any discrepancies found between the existing and described information provided shall be reported to O+ L BUILDING PROJECTS LLC. © O+ L BUILDING PROJECTS LLC 2015 OL+ BUILDING PROJECTS LLC 4509 Grand View Blvd. Los Angeles, CA. 90066 p: (310) 390 1650 03.30.15: Schematic Design Presentation Second Street Condominiums 121 Second Street, Hermosa Beach, CA. 9025405.10.15: Design Development Presentation 05.26.15: Planning Commission Submission 06.29.15: Planning Commission Corrections 99'-11 1/2" 9'-0" 12'-11 1/4"4'-3/4" 2'-0"1'-0"30'-0"3'-0"3'-0"22'-0"30'-0"3'-0"3'-0"3'-0"10'-0"10'-0"STLTED VENTSIGNPPNEIGHBORING RESIDENCE 6 0'30'30'2 0' 10'10' 6 0' 30'30'NEIGHBORING RESIDENCE SET N&T RCE 30826 3.00' W'LY OF CORNER ON PROP. LINE PROD. TAG ELEV = 91.93' SIGN 91 . 8 9 ' P . C .91.84' P.C.SET N&T RCE 30826 3.00' W'LY OF CORNER ON PROP. LINE PROD. TAG ELEV = 91.84' SET N&T RCE 20327 5.08' E'LY OF CORNER ON PROP. LINE PROD. TAG ELEV = 96.04' SET N&T RCE 30826 5.00' W'LY OF CORNER ON PROP. LINE PROD. TAG ELEV = 95.51' 95 . 3 4 ' P . C .96.41' P.C.95.49' FL95.99' TC 95.22' FL95.72' TC 95.11' FL 94.71' FL95.08' TC91.80' FL92.13' TC91.80' FL ED VENT93.38'94.09'94.40'95.11'94.03'92.32'92.27'92.29'96.07' 95.51' REAR YARD SETBACK @ SECOND FLOOR REQUIRED WIDTH OF GUEST PARKING SPACE FRONT YARD SETBACK REQUIRED WIDTH OF GUEST PARKING SPACE SIDE YARDSETBACKSIDE YARDSETBACKSIDE YARDSETBACKP. M E TP. M E TP. M E T EXISTING STREET PARKING TO REMAIN NO PARKING TO BE REMOVED EXISTING STREET PARKING TO REMAIN NO PARKING TO BE REMOVED EXISTING STREET PARKING TO REMAIN NO PARKING TO BE REMOVED CABLE PULL BOX 95.00'94.50'94.00'94.00'94.50'95.00'93.50'93.50'93.00'93.00'92.00'92.50'92.50'92.00'95.50'95.50'96.00'96.00' LINE OF ADJOINING CITY PROPERTY EXISTING NO PARKING RED ZONE TO REMAIN IN CURRENT LOCATIONNEW CURB DRIVEWAY APPROACH UNDER SEPARATE PERMITLOCATION OF EXISTING APPROACH TO BE RE-USEDGUEST PARKING9' x 22'GUEST PARKING9' x 22'PARKING:8'-6" X 18'-0" TRASH PARKING:8'-6" X 18'-0" TRASH TRASH 95.80' 95.75' 95.75' 93.65' 93.65' 93.65' 95.36' FL DRIVEWAY PROFILE: SEE SHT. A1.0A 96.25' T.W. 95.75' T.W. 93.875' D 94.40'93.875'93.875'93.875'93.875' LIGHT WELL OPEN TO BELOW GRAVEL GRAVEL 98.00' T.W.98.00' T.W.98.00' T.W. UNIT A OPEN SPACE: OVERALL DIM.: 13' - 0" X 9' - 7" (INCL. SIDE YD SETBACK)ALLOW. AREA: 11' - 7 3/4" X 6' - 7" = 76.66 SQ. FT. UNIT A OPEN SPACE:OVERALL DIM.: 7' - 1" X 8' - 0" (INCL. SIDE YD SETBACK) ALLOW. AREA: 7' - 1" X 5' - 1" = 36.00 SQ. FT. TRASHTRASHTRASH 90.765' LIGHT WELL OPEN TO BELOW 96.00' T.W.96.00' T.W. 93.38' 91.79' 91.86' 91.89'92.75'91.22' D92.75'91.73'D91.73'91.73'91.73' UNIT B OPEN SPACE:OVERALL DIM.: 7' - 1" X 8' - 0" (INCL. SIDE YD SETBACK) ALLOW. AREA: 7' - 1" X 5' - 1" = 36.00 SQ. FT. GRAVELGRAVEL 98.00' T.W. UTILITY METERS UNIT B OPEN SPACE: OVERALL DIM.: 8' - 2 3/4" X 9' - 9" (INCL. SIDE YD SETBACK)ALLOW. AREA: 3' - 6" X 6' - 9" = 23.625 SQ. FT. TRASH TRASH TRASHTRASHTRASHTRASH UNIT AUNIT B LENGTH OR REQ. GUEST PARKINGSIDE YARDSETBACKEXISTING SIDE WALK TO REMAINEXISTING SIDE WALK TO REMAIN TRASH TRASH TRASHTRASHTRASHTRASH F. FL. @ GROUND FLOOR: 93.875'F. FL. @ GROUND FLOOR: 91.22' LINE OF BUILDING ABOVE LINE OF BUILDING ABOVE CRITICAL POINT #1:125.85' MAX. ALLOWABLE122.63' PROVIDED CRITICAL POINT #2:125.067' MAX. ALLOWABLE122.63' PROVIDED CRITICAL POINT #3:124.47' MAX. ALLOWABLE123.29' PROVIDED CRITICAL POINT #5:124.30' MAX. ALLOWABLE124.00' PROVIDED CRITICAL POINT #4:124.00' MAX. ALLOWABLE122.63' PROVIDEDCRITICAL POINT #6:123.33' MAX. ALLOWABLE122.47' PROVIDED CRITICAL POINT #8:121.97' MAX. ALLOWABLE118.98' PROVIDED CRITICAL POINT #9:121.94' MAX. ALLOWABLE118.98' PROVIDED CRITICAL POINT #10:122.29' MAX. ALLOWABLE122.03' PROVIDED CRITICAL POINT #11:122.812' MAX. ALLOWABLE122.47' PROVIDED CRITICAL POINT #12:123.50' MAX. ALLOWABLE122.47' PROVIDED CRITICAL POINT #7:122.62' MAX. ALLOWABLE118.98' PROVIDED LINE OF ROOF ABOVE LINE OF ROOF ABOVE LINE OF ROOF ABOVE LINE OF ROOF ABOVE REAR YARD SETBACK @ GROUND FLOOR CORNER VISION CLEARANCE AS PER HBMC 17.46.060 VISIBILITY TRIANGLE VISIBILITY TRIANGLE91.86' N 77° 50' 31" E 99.95' 90.765' 90.765' CRITICAL POINT #13:122.80' MAX. ALLOWABLE122.47' PROVIDED CRITICAL POINT #14:123.90' MAX. ALLOWABLE123.29' PROVIDED UNIT B OPEN SPACE: OVERALL DIM.: 10' - 8 1/4" X 7' - 6" (INCL. SIDE YD SETBACK)AREA USED: 2' - 0" X 10' - 8 1/4" = 21.375 SQ. FT. SITE PLAN 1/8" = 1' - 0" A1.0 NSITE PLAN 1/8" = 1' - 0" SITE PLAN DATA: LOT COVERAGE: 2,998.50 SQ. FT. TOTAL LOT AREA 2,998.50 (.65) = 1,949.025 SQ. FT. ALLOWED 1,948.00 SQ. FT. PROVIDED (64.9%) FOR ALL DRAINAGE INFORMATION, SEE SHEETS C1 AND C2 DRIVEWAY PROFILE - SEE SHT. A1.0a OPEN SPCE DIAGRAMS - SEE A1.0b LANDSCAPE PLAN - SEE SHT. L1.0 SITE PLAN NOTES NOTE: DRIVEWAY SLOPE CERTIFICATION FROM A LICENSED SURVEYOR OR CIVIL ENGINEER SHALL BE REQUIRED TO VERIFY THAT THE GRADE ELEVATION OF THE PARKING/GARAGE SLAB IS CONSISTENT WITH THE ELEVATION OF THE APPROVED PLANS. THIS ELEVATION CERTIFICATION SHALL BE REQUIRED BEFORE THE BUILDING INSPECTOR APPROVES THE FORMS FOR POURING CONCRETE FOR THE GARAGE SLABS AND OR DRIVEWAY. 1. AS PER PLANS PROVIDED, ALL ROOF AND SITE HARDSCAPE DRAINAGE SHALL FLOWVIA GRAVITY TO PERMEABLE PLANTER AREAS        /Users/darylolesinski/Dropbox/2015 Projects/1502 2nd Street Development/1502 Project Drawing files/1502 Archicad Files/2nd Street Condominiums.plnPROJECT # 1502 June 29th, 2015PROJECT LOG:SECOND STREET CONDOMINIUMS # 1502 All the material contained within these documents are property to O+ L BUILDING PROJECTS LLC and Daryl Olesinski and are furnished in confidence for the purpose of evaluation, bidding and construction of the building described. All other uses are prohibited and any reuse or release required written permission by O+L BUILDING PROJECTS LLC and Daryl Olesinski. Any discrepancies found between the existing and described information provided shall be reported to O+ L BUILDING PROJECTS LLC. © O+ L BUILDING PROJECTS LLC 2015 OL+ BUILDING PROJECTS LLC 4509 Grand View Blvd. Los Angeles, CA. 90066 p: (310) 390 1650 03.30.15: Schematic Design Presentation Second Street Condominiums 121 Second Street, Hermosa Beach, CA. 9025405.10.15: Design Development Presentation 05.26.15: Planning Commission Submission 06.29.15: Planning Commission Corrections8'-2 3/4"9'-9" 6'-9"3'-6"91.84' P.C.LINE OF REAR YARD SETBACK @ GRADE CONCRETE DRIVEWAY W/ PERMEABLESURFACE BETWEEN AS PER A1.0LINE OF REAR YARD SETBACK @ SECOND FLOOR LINE OF SIDE YARD SETBACK LINE OF BUILDING ABOVE LINE OF ROOF ABOVE LINE OF ROOF OPENING ABOVE AREA A 10'-8 1/4"7'-6"2'-0"OPEN TO LIGHT WELL BELOW AREA A AREA B LINE OF SIDE YARD SETBACK LINE OF FLOOR ABOVE LINE OF ROOF ABOVE 7'-1"5'-1"7'-5"7'-1"5'-1"LINE OF SIDE YARD SETBACK LINE OF FLOOR ABOVE LINE OF ROOF ABOVE AREA C LINE OF SIDE YARD SETBACK AREA A 30'-0"3'-0"3'-0"4 1/2"21'-2 3/4"16'-5 1/2"4'-0"17'-6"7'-0" 1'-6"7 1/2"TERRACE OPEN SPACE: 122.50 SQ. FT. 109.275' T. O/ PLYWOOD @ DECK PERM. 1 1/2"91.84' P.C.N 12°09'50"W30.00' P/LSIDE YARDSETBACKSIDE YARDSETBACK1B300 FACE OF FINISHFACE OF FINISHFACE OF PLYWOOD FACE OF PLYWOOD FACE OF PLYWOODPALM DRIVE1 A3.6 1 A3.5 1 A3.4 OPEN TO SKYOPEN TO SKY 15'-6 1/2"11'-1 1/2"BUILT IN BENCH D ROOF TERRACE 15'-6" x 11'-1" = 171.75 SQ. FT. DEX-O-TEX WEATHERWARE WATERPROFF MEMBRANE ESR 1757 / LARR 2360 MODIFIED BITUMENCAP SHEET ROOFINGCLASS 'A'T. O/ PARAPET: 122.03' T. O/ PARAPET: 122.63' LOCATION OF (3) 3/4" CONDUIT PROVIDED TO ROOF FOR FUTURE ALT. ENERGY EQUIP. 140 REQUIRED CONNECTING CONDUIT T. O/ PARAPET: 122.47' T. O/ PARAPET: 122.47' F. FL @ 118.97' 118.58' T.O/ ROUGH PLY. T. O/ PARAPET: 122.47' CRITICAL POINT #11: 122.812' MAX. ALLOWABLE 122.47' PROVIDED CRITICAL POINT #12: 123.50' MAX. ALLOWABLE 122.47' PROVIDED CRITICAL POINT #14: 123.90' MAX. ALLOWABLE 123.29' PROVIDED 13'-7 3/4" 11'-7 3/4"9'-7 1/2"6'-7 1/2"9 5 . 3 4 ' P . C .CONCRETE DRIVEWAY W/ PERMEABLESURFACE BETWEEN AS PER A1.0LINE OF FRONT YARD SETBACK @ GRADE LINE OF SIDE YARD SETBACK LINE OF BUILDING ABOVE LINE OF ROOF ABOVE 7'-1"7'-1"7'-5"5'-1"LINE OF SIDE YARD SETBACK LINE OF FLOOR ABOVE LINE OF ROOF ABOVE AREA C LINE OF SIDE YARD SETBACK AREA A 4'-0"18'-5 1/2"17'-6"10'-9"7 1/2"1'-6" TERRACE OPEN SPACE: 188.125 SQ. FT. 112.00' T. O/ PLYWOOD @ DECK PERM. 1 1/2" LIVING A300 FF2 LINE OF DROP SOFFIT ABOVE 1 A300 BA300AA300LINE OF ROOF ABOVEFACE OF PLYWOODFACE OF FINISHFACE OF FINISHFA300ABOVEFACE OF FINISHFACE OF FINISHFACE OF FINISHF/P OPEN TO SKYOPEN TO SKY AREA A OPEN SPACE ANALYSIS:TOTAL AREA (INCL. REQ. YARDS): 8'-2 3/4" X 9'-9"PORTION OF AREA USED TOWARD REQ.: 3'-6" X 6'-9" = 23.625 SQ. FT. TOTAL AREA OPEN TO SKY: 12 SQ. FT. (50.80%) UNIT B: OPEN SPACE @ GROUND PLANE: AREA 'A' AREA A OPEN SPACE ANALYSIS: TOTAL AREA (INCL. REQ. YARDS): 10'- 8 1/4" X 7'-6" PORTION OF AREA USED TOWARD REQ.: 2'-0" X 10'-8 1/4" = 21.375 SQ. FT. TOTAL AREA OPEN TO SKY: 10.6875 SQ. FT. (50.00%) UNIT B: OPEN SPACE @ GROUND PLANE: AREA 'B' AREA A OPEN SPACE ANALYSIS: TOTAL AREA (INCL. REQ. YARDS): 7'- 1" X 7'-5" PORTION OF AREA USED TOWARD REQ.: 5'-1" X 7'-1" = 36.00 SQ. FT. TOTAL AREA OPEN TO SKY: 36.00 SQ. FT. (100.00%) UNIT B: OPEN SPACE @ GROUND PLANE: AREA 'C' THIRD FLOOR TERRACE OPEN SPACE ANALYSIS: TOTAL AREA: 17'-6" X 7'-0" PORTION OF AREA USED TOWARD REQ.: 17'-6" X 7'-0" = 122.50 SQ. FT. TOTAL AREA OPEN TO SKY: 16'-5 1/2" X 4'-0" =65.83 SQ. FT. (53.73%) UNIT B: OPEN SPACE @ THIRD FLOOR TERRACE THIRD FLOOR TERRACE OPEN SPACE ANALYSIS:TOTAL AREA: 15'-6 1/2" X 11'-1 1/2" PORTION OF AREA USED TOWARD REQ.: 100.00 SQ. FT. TOTAL AREA OPEN TO SKY: 100 SQ. FT. (100.00%) UNIT B: OPEN SPACE @ ROOF TERRACE UNIT B OPEN SPACE ANALYSIS 1/4" = 1' - 0" AREA A OPEN SPACE ANALYSIS: TOTAL AREA (INCL. REQ. YARDS): 7'- 1" X 7'-5" PORTION OF AREA USED TOWARD REQ.: 5'-1" X 7'-1" = 36.00 SQ. FT. TOTAL AREA OPEN TO SKY: 36.00 SQ. FT. (100.00%) AREA OF OPEN SPACE UNIT A: OPEN SPACE @ GROUND PLANE: AREA 'A' AREA OF OPEN SPACE OPEN TO THE SKY AREA A OPEN SPACE ANALYSIS: TOTAL AREA (INCL. REQ. YARDS): 13'- 7 3/4" X 9'-1 1/2" PORTION OF AREA USED TOWARD REQ.: 11'-7 3/4" X 6'-7" = 76.66 SQ. FT. TOTAL AREA OPEN TO SKY: 38.50 SQ. FT. (50.12%) UNIT A: OPEN SPACE @ GROUND PLANE: AREA 'B' 1/4" = 1' - 0"UNIT A OPEN SPACE ANALYSIS AREA OF OPEN SPACE AREA OF OPEN SPACE OPEN TO THE SKY AREA OF OPEN SPACE AREA OF OPEN SPACE OPEN TO THE SKY AREA OF OPEN SPACE AREA OF OPEN SPACE OPEN TO THE SKY AREA OF OPEN SPACE AREA OF OPEN SPACE OPEN TO THE SKY AREA OF OPEN SPACE AREA OF OPEN SPACE OPEN TO THE SKY AREA OF OPEN SPACE AREA OF OPEN SPACE OPEN TO THE SKY THIRD FLOOR TERRACE OPEN SPACE ANALYSIS: TOTAL AREA: 18' - 6 1/2 " X 10'- 9" PORTION OF AREA USED TOWARD REQ.: 17' - 6" X 10'- 9" = 188.125 SQ. FT. TOTAL AREA OPEN TO SKY: 16'-2" X 4'-0" =64.66 SQ. FT. (32.45%) 17'-6" X 2'-8" = 46.66 SQ. FT. (23.42%) UNIT A: OPEN SPACE @ THIRD FLOOR TERRACE AREA OF OPEN SPACE AREA OF OPEN SPACE OPEN TO THE SKY OPEN SPACE DIAGRAMS 1/8" = 1' - 0" A1.0b /Users/darylolesinski/Dropbox/2015 Projects/1502 2nd Street Development/1502 Project Drawing files/1502 Archicad Files/2nd Street Condominiums.plnPROJECT # 1502 June 29th, 2015PROJECT LOG:SECOND STREET CONDOMINIUMS # 1502 All the material contained within these documents are property to O+ L BUILDING PROJECTS LLC and Daryl Olesinski and are furnished in confidence for the purpose of evaluation, bidding and construction of the building described. All other uses are prohibited and any reuse or release required written permission by O+L BUILDING PROJECTS LLC and Daryl Olesinski. Any discrepancies found between the existing and described information provided shall be reported to O+ L BUILDING PROJECTS LLC. © O+ L BUILDING PROJECTS LLC 2015 OL+ BUILDING PROJECTS LLC 4509 Grand View Blvd. Los Angeles, CA. 90066 p: (310) 390 1650 03.30.15: Schematic Design Presentation Second Street Condominiums 121 Second Street, Hermosa Beach, CA. 9025405.10.15: Design Development Presentation 05.26.15: Planning Commission Submission 06.29.15: Planning Commission Corrections REF REF W/DW/D 30'-0"3'-0"3'-0"2'-11"18'-8 1/4"11'-6 3/4"6'-3 1/4"30'-0"3'-0"3'-0"2'-11"18'-8 1/4"6'-3 1/4"11'-6 3/4"9'-1"77'-9 3/4"13'-3/4" 99'-11 1/2" 8'-6 1/2"7'-9 1/4"7'-1"9'-2"5'-5 3/4"5'-5 3/4"9'-2"7'-1"7'-9 1/4"8'-6 1/2" 10"11'-11 1/4"19'-1/4"7'-1 1/4"7'-1 1/4"19'-1/4"12'-9 1/4" 2'-6 1/2"8'-11"7'-6 3/4"7'-6 3/4"8'-11"2'-6 1/2"N 12°10'00"W30.00' P/LN 77°50'31"E 99.95' P/L N 77°50'31"E 99.95' P/L N 12°09'50"W30.00' P/LPALM DRIVE9 1 . 8 9 ' P . C .91.84' P.C.9 5 . 3 4 ' P . C .96.41' P.C.MANHATTAN AVENUE2ND STREETR: (16) @ 7 3/4"T: (15) @ 10 1/2"D ELEV.GYMB006FF2UTILITYB007FF2WINE B005 FF2CABINETBEDROOM B002 FF2 MECHANICAL B004 FF1 HALL B001 FF2 BATH B003 FF3 ELEV.GYMB006FF2UTILITYB007FF2WINE B005 FF2 CABINETBEDROOM B002 FF2 MECHANICAL B004 FF1 HALL B001 FF2 BATH B003 FF3 B0041F. FL @ 80.89' 80.765' T.O/ ROUGH SLAB 80.89' T.O/ ROUGH SLAB 1 B0021B003 2B002 1B0051 B006 1B007 2B006LOCATION OF SEWER EJECTOR PIT:PIT AS PER STRUCTURAL DRAWINGS - ALL EQUIPMENT TO BEENGINEERED AND SUBMITTED UNDER SEPARATE PERMIT VAC 3B002AB002BB0021B00480.89' T.O/ ROUGH SLAB 1B002 1B0032 B002 1B0051B006 1 B007 2B006LOCATION OF SEWER EJECTOR PIT:PIT AS PER STRUCTURAL DRAWINGS - ALL EQUIPMENT TO BEENGINEERED AND SUBMITTED UNDER SEPARATE PERMIT VAC 3B002AB002BB002STORAGE B008 FF2 SIDE YARDSETBACKSIDE YARDSETBACKFACE OF FOUNDATION FACE OF FOUNDATION INSIDE FACE OF FOUNDATIONSIDE YARDSETBACKSIDE YARDSETBACKFACE OF FOUNDATION FACE OF FOUNDATION INSIDE FACE OF FOUNDATION FACE OF FOUNDATIONFACE OF FOUNDATIONFACE OF STUDFACE OF STUDFACE OF FOUNDATIONPATIO PATIO1A3.01A3.0A3.02A3.0A3.0STORAGE B008 FF2 1B0081B008R: (16) @ 7 3/4"T: (15) @ 10 1/2"DF. FL @ 83.54' 83.415' T.O/ ROUGH SLAB 22A3.2A3.222A3.1A3.121 1 A3.4 1 1 A3.4 1A3.11A3.11A3.21A3.2A3.311A3.3A3.6A3.6 SOUND INSULATION REQUIREMENTS: STC 52 @ ALL COMMON WALL STC 58 @ ALL COMMON FLOOR / CEILING SYSTEMS AT ALL COMMON WALLS / CEILING BETWEEN UNITS THE FOLLOWING SHALL BE MAINTAINED / PROVIDED: 1-HOUR RARED CONSTRUCTION ASSEMBLY CAULKING TO BE PROVIDED UNDER ALL SILL PLATES, AROUND ALL OUTLETS AND AT WALL ENDS. INSULATION AND FIRE PROTECTION SHALL BE CONTINIOUS BEHIND TUBS AND SHOWERS IF APPLICABLE WHERE PLUMBING FIXTURES ARE LOCATED ADAJENCT TO COMMON WALL, ALL PLUMBING SUPPLY AND WASTE IS TO BE BROUGHT TO FIXTURE THROUGH THE FLOOR ONLY 1 A3.5 1 A3.5 BASEMENT FLOOR PLAN 1/4" = 1' - 0" A1.2 N BASEMENT FLOOR PLAN 1/4" = 1' - 0" REAR UNIT HABITABLE FLOOR AREA: 712.00 SQ. FT. FRONT UNIT HABITABLE FLOOR AREA: 712.00 SQ. FT. CATEGORY I: IN ACCORDANCE WITH THE BUILDING DIVISION MANAGER, BUILDING INSULATION PROVIDED SHALL BE HIGHER THAN THE MINIMUM VALUES. CATEGORY II: ALL APPLIANCES SHALL BE ENERGY STAR RATED. GREEN BUILDING DESIGN DATA: FLOOR PLAN DATA: /Users/darylolesinski/Dropbox/2015 Projects/1502 2nd Street Development/1502 Project Drawing files/1502 Archicad Files/2nd Street Condominiums.plnPROJECT # 1502 June 29th, 2015PROJECT LOG:SECOND STREET CONDOMINIUMS # 1502 All the material contained within these documents are property to O+ L BUILDING PROJECTS LLC and Daryl Olesinski and are furnished in confidence for the purpose of evaluation, bidding and construction of the building described. All other uses are prohibited and any reuse or release required written permission by O+L BUILDING PROJECTS LLC and Daryl Olesinski. Any discrepancies found between the existing and described information provided shall be reported to O+ L BUILDING PROJECTS LLC. © O+ L BUILDING PROJECTS LLC 2015 OL+ BUILDING PROJECTS LLC 4509 Grand View Blvd. Los Angeles, CA. 90066 p: (310) 390 1650 03.30.15: Schematic Design Presentation Second Street Condominiums 121 Second Street, Hermosa Beach, CA. 9025405.10.15: Design Development Presentation 05.26.15: Planning Commission Submission 06.29.15: Planning Commission Corrections 99'-11 1/2" 9'-0"17'-0"77'-10 1/4" 20'-0" 20'-6 3/4"3'-4 3/4"9'-2 1/4"5'-9 1/4"5'-9 1/4"9'-2 1/4"3'-4 3/4"20'-7 1/4" 20'-0" 11'-11 1/4"19'-10 1/4"7'-1 1/4"7'-1 1/4"19'-10 1/4"12'-0"3'-0"18'-7 1/4"3'-0"30'-0"3'-0"21'-7 1/4"30'-0"3'-0"3'-0"3'-0"18'-7 1/4"21'-7 1/4"13'-0"8'-1/4" 2'-0"13'-0"2'-0" 8'-0"2'-6"2'-6"N 12°10'00"W30.00' P/LN 77°50'31"E 99.95' P/LN 12°09'50"W30.00' P/L9 1 . 8 9 ' P . C .91.84' P.C.9 5 . 3 4 ' P . C .96.41' P.C.BEDROOM A101 FF2 ENTRY A100 FF2 R: (15) @ 7 5/16" T: (14) @ 11" U STORAGE: 13'-0" x 2'-0" x 5'-0" = 130.0 CU.FT. STORAGE: 8'-0" x 2'-6" x 4'-0" = 80.0 CU.FT.BATHA102FF3A1011A1032 A1031A1032A1021 A1002GARAGE A103 FF1 6"A1001A100AA102AA101AA102B1/4":1'-0"1/4":1'-0" 93.65' 93.65' 93.65'1/4":1'-0"1/4":1'-0"F. FL @ 93.875' 93.81' T.O/ ROUGH PLY. BEDROOM B101 FF2 ENTRY B100 FF2 R: (15) @ 7 5/16" T: (14) @ 11"R: (16) @ 7 3/4"T: (15) @ 11"STORAGE: 13'-0" x 2'-0" x 5'-0" = 130.0 CU.FT. STORAGE: 8'-0" x 2'-6" x 4'-0" = 80.0 CU.FT.BATHB102FF3B1011B103 2 B103 1 B1032B102 1 B103 FF1 6"B102AB101AB1/4":1'-0"1/4":1'-0" 90.765' 90.765'1/4":1'-0"1/4":1'-0"F. FL @ 91.22' 91.15' T.O/ ROUGH PLY. UB101WITHIN TILE FLOOR AREA: F. FL @ 91.22' 90.095' T.O/ ROUGH PLY.B1001B100AD ELEV.ELEV. PARKING: 9'-0" X 18'-0" PARKING: 9'-0" X 18'-0" PARKING: 9'-0" X 18'-0" PARKING: 9'-0" X 18'-0" TRASH TRASH TRASH TRASH TRASH TRASHB1002REAR SETBACK @ GARAGE DOOR FRONT YARD SETBACK TO SIDEWALK LINE OF SIDEWALKCLR.FACE OF PLYWOODFACE OF STUDFACE OF STUDFACE OF STUDFACE OF STUDFACE OF STUDFACE OF STUDFACE OF STUDFACE OF PLYWOODCLR.GARAGE SIDE YARDSETBACKSIDE YARDSETBACKFACE OF PLYWOOD FACE OF PLYWOOD FACE OF PLYWOODFACE OF PLYWOOD FACE OF PLYWOOD 1A3.01A3.0A3.02A3.0A3.0R: (16) @ 7 3/4"T: (15) @ 11"WITHIN TILE FLOOR AREA: F. FL @ 91.22' 90.095' T.O/ ROUGH PLY. D1A3.1A3.1PALM DRIVEMANHATTAN AVENUE2ND STREET 212A3.1A3.121 1 A3.4 1 1 A3.4 1A3.21A3.22A3.2A3.22A3.311A3.3A3.6A3.6 SOUND INSULATION REQUIREMENTS: STC 52 @ ALL COMMON WALL STC 58 @ ALL COMMON FLOOR / CEILING SYSTEMS AT ALL COMMON WALLS / CEILING BETWEEN UNITS THE FOLLOWING SHALL BE MAINTAINED / PROVIDED: 1-HOUR RARED CONSTRUCTION ASSEMBLY CAULKING TO BE PROVIDED UNDER ALL SILL PLATES, AROUND ALL OUTLETS AND AT WALL ENDS. INSULATION AND FIRE PROTECTION SHALL BE CONTINIOUS BEHIND TUBS AND SHOWERS IF APPLICABLE WHERE PLUMBING FIXTURES ARE LOCATED ADAJENCT TO COMMON WALL, ALL PLUMBING SUPPLY AND WASTE IS TO BE BROUGHT TO FIXTURE THROUGH THE FLOOR ONLY 1 A3.5 1 A3.5 N 77° 50' 31" E 99.95' 90.765'STORAGE TO HAVE 48" MIN OPEN SPACE BELOWSTORAGE TO HAVE 48" MIN OPEN SPACE BELOWGROUND FLOOR PLAN 1/4" = 1' - 0" A1.2 N GROUND FLOOR PLAN 1/4" = 1' - 0" REAR UNIT HABITABLE FLOOR AREA: 363.00 SQ. FT. REAR UNIT GARAGE FLOOR AREA: 413.00 SQ. FT. FRONT UNIT HABITABLE FLOOR AREA: 363.00 SQ. FT. FRONT UNIT GARAGE FLOOR AREA: 413.00 SQ. FT. CATEGORY I: IN ACCORDANCE WITH THE BUILDING DIVISION MANAGER, BUILDING INSULATION PROVIDED SHALL BE HIGHER THAN THE MINIMUM VALUES. CATEGORY II: ALL APPLIANCES SHALL BE ENERGY STAR RATED. GREEN BUILDING DESIGN DATA: FLOOR PLAN DATA: 200 CU. FT. OF STORAGE IS TO BE WEATHERPROOF, LOCKABLE AND ENCLOSED. /Users/darylolesinski/Dropbox/2015 Projects/1502 2nd Street Development/1502 Project Drawing files/1502 Archicad Files/2nd Street Condominiums.plnPROJECT # 1502 June 29th, 2015PROJECT LOG:SECOND STREET CONDOMINIUMS # 1502 All the material contained within these documents are property to O+ L BUILDING PROJECTS LLC and Daryl Olesinski and are furnished in confidence for the purpose of evaluation, bidding and construction of the building described. All other uses are prohibited and any reuse or release required written permission by O+L BUILDING PROJECTS LLC and Daryl Olesinski. Any discrepancies found between the existing and described information provided shall be reported to O+ L BUILDING PROJECTS LLC. © O+ L BUILDING PROJECTS LLC 2015 OL+ BUILDING PROJECTS LLC 4509 Grand View Blvd. Los Angeles, CA. 90066 p: (310) 390 1650 03.30.15: Schematic Design Presentation Second Street Condominiums 121 Second Street, Hermosa Beach, CA. 9025405.10.15: Design Development Presentation 05.26.15: Planning Commission Submission 06.29.15: Planning Commission Corrections22'-10 1/2"1'-1/4"19'-10 1/4"2'-0"11'-8 3/4"8'-1 1/2"3'-0"30'-0"3'-0"30'-0"3'-0"3'-0"1'-1/4"19'-10 1/4"2'-0"11'-8 3/4"8'-1 1/2"99'-11 1/2" 1'-0"2'-1"7'-0"38'-11"38'-11 1/2"6'-11 1/2"4'-3/4"2'-0" 5'-2 3/4"5'-2 3/4"8'-9 1/4"19'-8"3'-0"7'-7 1/2"8'-2"3'-1 3/4"19'-10 1/4"7'-1 1/4" 1'-9 3/4" 19'-8"8'-9 1/4"5'-2 3/4"5'-3 1/2"6'-11 1/2" 7'-1 1/4"23'-0"8'-9 1/2"7'-0" 18'-4 3/4" R: (15) @ 7 5/16" T: (14) @ 11" U D BATH B206 FF3 ELEV. CABINET VANITY DESKHALL B200 FF2 BEDROOM B201 FF2 BATH B202 FF3 TOILET B203 FF3 CLOSET B204 FF3 BEDROOM B205 FF2 OPEN B206 1 B206AF. FL @ 100.34' 100.28' T.O/ ROUGH PLY. WITHIN TILE FLOOR AREA:F. FL @ 100.34'100.22' T.O/ ROUGH PLY.B205AB205AB203AB203AB202AB201BB201AB200AB201AB2051B2001B201 1 B205 2 WITHIN TILE FLOOR AREA: F. FL @ 100.34' 100.22' T.O/ ROUGH PLY. B2041 R: (15) @ 7 5/16" T: (14) @ 11" U D BATH A206 FF3 ELEV. CABINET VANITY DESKHALL A200 FF2 BEDROOM A201 FF2 BATH A202 FF3 TOILET A203 FF3 CLOSET A204 FF3 BEDROOM A205 FF2 OPEN A2061A206A F. FL @ 103.00' 102.93' T.O/ ROUGH PLY. WITHIN TILE FLOOR AREA: F. FL @ 103.00' 102.875' T.O/ ROUGH PLY.A205AA205AA203AA203AA202AA201BA201AA200AA203AA2051A2001A2011 A2052 WITHIN TILE FLOOR AREA: F. FL @ 100.34' 100.22' T.O/ ROUGH PLY. A204 1 N 12°10'00"W30.00' P/LN 77°50'31"E 99.95' P/L N 77°50'31"E 99.95' P/L 9 1 . 8 9 ' P . C .91.84' P.C.9 5 . 3 4 ' P . C .96.41' P.C.N 12°09'50"W30.00' P/LREAR YARD SETBACK @ SECOND FLOOR FRONT YARD SETBACK SIDE YARDSETBACKSIDE YARDSETBACKSIDE YARDSETBACKSIDE YARDSETBACKFACE OF PLYWOOD FACE OF PLYWOOD FACE OF PLYWOOD FACE OF PLYWOOD FACE OF PLYWOOD FACE OF PLYWOOD FACE OF STUDFACE OF PLYWOODFACE OF PLYWOODFACE OF PLYWOODFACE OF PLYWOODFACE OF STUDFACE OF STUDFACE OF STUDFACE OF PLYWOODFACE OF PLYWOODFACE OF PLYWOODFACE OF PLYWOODFACE OF STUDFACE OF PLYWOODFACE OF STUDFACE OF STUDFACE OF STUDFACE OF PLYWOODFACE OF PLYWOODFACE OF PLYWOODFACE OF PLYWOODFACE OF STUDA201CB201C B200AA3.01A3.01A3.02A3.0A3.0F/P F/PPALM DRIVEMANHATTAN AVENUE2ND STREET1A3.1A3.112A3.1A3.121 1 A3.4 1 1 A3.4 21A3.21A3.22A3.2A3.22A3.311A3.3A3.6A3.6 SOUND INSULATION REQUIREMENTS: STC 52 @ ALL COMMON WALL STC 58 @ ALL COMMON FLOOR / CEILING SYSTEMS AT ALL COMMON WALLS / CEILING BETWEEN UNITS THE FOLLOWING SHALL BE MAINTAINED / PROVIDED: 1-HOUR RARED CONSTRUCTION ASSEMBLY CAULKING TO BE PROVIDED UNDER ALL SILL PLATES, AROUND ALL OUTLETS AND AT WALL ENDS. INSULATION AND FIRE PROTECTION SHALL BE CONTINIOUS BEHIND TUBS AND SHOWERS IF APPLICABLE WHERE PLUMBING FIXTURES ARE LOCATED ADAJENCT TO COMMON WALL, ALL PLUMBING SUPPLY AND WASTE IS TO BE BROUGHT TO FIXTURE THROUGH THE FLOOR ONLY 1 A3.5 1 A3.5 SECOND FLOOR PLAN 1/4" = 1' - 0" A1.3 N SECOND FLOOR PLAN 1/4" = 1' - 0" REAR UNIT FLOOR AREA: 879.00 SQ. FT. FRONT UNIT FLOOR AREA: 879.00 SQ. FT. CATEGORY I: IN ACCORDANCE WITH THE BUILDING DIVISION MANAGER, BUILDING INSULATION PROVIDED SHALL BE HIGHER THAN THE MINIMUM VALUES. CATEGORY II: ALL APPLIANCES SHALL BE ENERGY STAR RATED. GREEN BUILDING DESIGN DATA: FLOOR PLAN DATA: /Users/darylolesinski/Dropbox/2015 Projects/1502 2nd Street Development/1502 Project Drawing files/1502 Archicad Files/2nd Street Condominiums.plnPROJECT # 1502 June 29th, 2015PROJECT LOG:SECOND STREET CONDOMINIUMS # 1502 All the material contained within these documents are property to O+ L BUILDING PROJECTS LLC and Daryl Olesinski and are furnished in confidence for the purpose of evaluation, bidding and construction of the building described. All other uses are prohibited and any reuse or release required written permission by O+L BUILDING PROJECTS LLC and Daryl Olesinski. Any discrepancies found between the existing and described information provided shall be reported to O+ L BUILDING PROJECTS LLC. © O+ L BUILDING PROJECTS LLC 2015 OL+ BUILDING PROJECTS LLC 4509 Grand View Blvd. Los Angeles, CA. 90066 p: (310) 390 1650 03.30.15: Schematic Design Presentation Second Street Condominiums 121 Second Street, Hermosa Beach, CA. 9025405.10.15: Design Development Presentation 05.26.15: Planning Commission Submission 06.29.15: Planning Commission Corrections DW REF / FZR DWREF / FZR99'-11 1/2" 1'-0"2'-0"30'-0"3'-0"3'-0"2'-0"91'-11 1/2"4'-0" 77'-10 1/4" 33'-6 1/4"5'-4 1/2"5'-4 1/2"33'-7"30'-0"3'-0"3'-0"19'-10 1/4"3'-1 1/4"7'-1 1/4"31'-10 1/2"7'-0" 4'-3 1/4"2'-9"3'-0"3'-11 3/4"7'-5 3/4"8'-11 1/4"7'-7 1/2"8'-3 3/4"3'-3/4"19'-10 1/4"7'-1 1/4"4 1/2"21'-2 3/4"16'-5 1/2"4'-0" 4'-0"18'-5 1/2"17'-6"7'-0" 1'-6"7 1/2"17'-6"10'-9"7 1/2"1'-6" R: (15) @ 7 3/8" T: (14) @ 11" U D F. FL @ 109.47' 109.40' T.O/ ROUGH PLY. ELEV.TERRACE OPEN SPACE: 122.50 SQ. FT. 109.275' T. O/ PLYWOOD @ DECK PERM. 1 1/2" LIVING B300 FF2 OPEN SHELVES DININGB301 FF2 KITCHEN B302 FF2 CABINET F. FL @ 112.125' 112.062' T.O/ ROUGH PLY. ELEV.TERRACE OPEN SPACE: 188.125 SQ. FT. 112.00' T. O/ PLYWOOD @ DECK PERM. 1 1/2" LIVING A300 FF2 KITCHENA302FF2POWDER A303 FF2 POWDER B303 FF2 DININGA301FF2N 12°10'00"W30.00' P/LN 77°50'31"E 99.95' P/L N 77°50'31"E 99.95' P/L 9 1 . 8 9 ' P . C .91.84' P.C.9 5 . 3 4 ' P . C .96.41' P.C.N 12°09'50"W30.00' P/LR: (15) @ 7 5/16" T: (14) @ 11"D A3031 LINE OF DROP SOFFIT ABOVE 1A3021 A300AA302AA303AA301 BA302AA300ACA300A300DA300EA300REAR YARD SETBACK @ SECOND FLOOR FRONT YARD SETBACK SIDE YARDSETBACKSIDE YARDSETBACKSIDE YARDSETBACKLINE OF ROOF ABOVEFACE OF PLYWOODSIDE YARDSETBACKFACE OF FINISHFACE OF PLYWOODFACE OF FINISHFACE OF PLYWOOD FACE OF PLYWOOD FACE OF PLYWOODABOVEBA301ABOVEAA302ABOVEFA300ABOVEFACE OF FINISHFACE OF FINISHAB303AB302AB300CB300BB300B302AB30211B303 1B300 1B301FACE OF PLYWOODFACE OF PLYWOODFACE OF FINISHFACE OF FINISHFACE OF FINISHFACE OF FINISHFACE OF PLYWOOD FACE OF PLYWOOD FACE OF PLYWOOD DB300A3.01A3.01A3.02A3.0A3.0F/P F/P PALM DRIVEMANHATTAN AVENUE2ND STREET1A3.1A3.111A3.22A3.1A3.121 A3.6 1 A3.5 1 A3.4 1 A3.6 1 A3.5 1 A3.4 1A3.2A3.22A3.311A3.32A3.2SOUND INSULATION REQUIREMENTS: STC 52 @ ALL COMMON WALL STC 58 @ ALL COMMON FLOOR / CEILING SYSTEMS AT ALL COMMON WALLS / CEILING BETWEEN UNITS THE FOLLOWING SHALL BE MAINTAINED / PROVIDED: 1-HOUR RARED CONSTRUCTION ASSEMBLY CAULKING TO BE PROVIDED UNDER ALL SILL PLATES, AROUND ALL OUTLETS AND AT WALL ENDS. INSULATION AND FIRE PROTECTION SHALL BE CONTINIOUS BEHIND TUBS AND SHOWERS IF APPLICABLE WHERE PLUMBING FIXTURES ARE LOCATED ADAJENCT TO COMMON WALL, ALL PLUMBING SUPPLY AND WASTE IS TO BE BROUGHT TO FIXTURE THROUGH THE FLOOR ONLY OPEN TO SKYOPEN TO SKY OPEN SPACE LAYOUT:122.50 SQ. FT. TOTAL OPEN SPACE@ THIRD FLOOR DECK61.25 SQ FT. REQ. TO BE OPEN TO SKY 66.00 SQ. FT. PROVIDED OPEN TO SKYOPEN TO SKY OPEN SPACE LAYOUT: 199.25 SQ. FT. TOTAL OPEN SPACE@ THIRD FLOOR DECK 99.625 SQ FT. REQ. TO BE OPEN TO SKY 113.00 SQ. FT. PROVIDED THIRD FLOOR PLAN 1/4" = 1' - 0" A1.4 N THIRD FLOOR PLAN 1/4" = 1' - 0" REAR UNIT FLOOR AREA: 729.00 SQ. FT. FRONT UNIT FLOOR AREA: 656.00 SQ. FT. CATEGORY I: IN ACCORDANCE WITH THE BUILDING DIVISION MANAGER, BUILDING INSULATION PROVIDED SHALL BE HIGHER THAN THE MINIMUM VALUES. CATEGORY II: ALL APPLIANCES SHALL BE ENERGY STAR RATED. GREEN BUILDING DESIGN DATA: FLOOR PLAN DATA: /Users/darylolesinski/Dropbox/2015 Projects/1502 2nd Street Development/1502 Project Drawing files/1502 Archicad Files/2nd Street Condominiums.plnPROJECT # 1502 June 29th, 2015PROJECT LOG:SECOND STREET CONDOMINIUMS # 1502 All the material contained within these documents are property to O+ L BUILDING PROJECTS LLC and Daryl Olesinski and are furnished in confidence for the purpose of evaluation, bidding and construction of the building described. All other uses are prohibited and any reuse or release required written permission by O+L BUILDING PROJECTS LLC and Daryl Olesinski. Any discrepancies found between the existing and described information provided shall be reported to O+ L BUILDING PROJECTS LLC. © O+ L BUILDING PROJECTS LLC 2015 OL+ BUILDING PROJECTS LLC 4509 Grand View Blvd. Los Angeles, CA. 90066 p: (310) 390 1650 03.30.15: Schematic Design Presentation Second Street Condominiums 121 Second Street, Hermosa Beach, CA. 9025405.10.15: Design Development Presentation 05.26.15: Planning Commission Submission 06.29.15: Planning Commission Corrections3'-0"3'-0"1'-0" 9'-0" 2'-0" 12'-11 1/4"30'-0"99'-11 1/2" 15'-6 1/2"11'-1 1/2"1'-3 1/2" 9'-3" 20'-8 1/2" 21'-2 1/2" 37'-1" 47'-0" 55'-3 3/4" 58'-9 3/4" 60'-6" 90'-5 1/2"4'-2 1/4"2'-8 3/4"5'-6 3/4"8'-3 1/4"22'-3/4"24'-1 1/2"24'-7 3/4"26'-9 1/4"BTM. O/ SLOPE: 122.17' BRISTOLITE SKYLIGHTICC # ESR 2469 SPARK ARRESTOR ICC # ESR 2316 LOCATION OF (3) 3/4" CONDUIT PROVIDED TO ROOF FOR FUTURE ALT. ENERGY EQUIP. 140 REQUIRED CONNECTING CONDUIT T. O/ PARAPET: 122.63' T. O/ PARAPET: 122.63' T. O/ ROOF: 119.75'SLOPE1/4": 1'-0"GALVALUM STANDING SEAM METAL ROOFING CLASS 'A'SLOPE1/4": 1'-0"SLOPE1/4": 1'-0"SLOPE 1/4": 1'-0" SLOPE 1/4": 1'-0" TOP O/ ROOF SLOPE: 122.38' BTM. O/ SLOPE: 122.17' MODIFIED BITUMEN CAP SHEET ROOFING CLASS 'A' SLOPE 1/4": 1'-0" SLOPE 1/4": 1'-0"SLOPE1/4": 1'-0"T. O/ PARAPET: 123.70' T. O/ PARAPET: 123.29' T. O/ PARAPET: 123.29' PLUMBING VENT - TYP. T. O/ PARAPET: 123.29' T. O/ PARAPET: 122.63' T. O/ PARAPET: 123.70' EXPOSED BEAMS / OPEN TRELLIS BUILT IN BENCH D BTM. O/ SLOPE: 118.58' ROOF TERRACE 15'-6" x 11'-1" = 171.75 SQ. FT. DEX-O-TEX WEATHERWARE WATERPROFF MEMBRANE ESR 1757 / LARR 2360 MODIFIED BITUMENCAP SHEET ROOFINGCLASS 'A'SLOPE1/4": 1'-0"SLOPE1/4": 1'-0"T. O/ PARAPET: 122.03'T. O/ PARAPET: 122.03' T. O/ PARAPET: 119.98' 9 1 . 8 9 ' P . C .91.84' P.C.9 5 . 3 4 ' P . C .96.41' P.C.BTM. O/ SLOPE: 118.52'SLOPE1/4": 1'-0"SLOPE1/4": 1'-0"SLOPE 1/4": 1'-0" T. O/ PARAPET: 122.03' T. O/ PARAPET: 122.63' T. O/ PARAPET: 118.98'T. O/ PARAPET: 118.98' LOCATION OF (3) 3/4" CONDUIT PROVIDED TO ROOF FOR FUTURE ALT. ENERGY EQUIP. 140 REQUIRED CONNECTING CONDUIT T. O/ PARAPET: 122.47' T. O/ PARAPET: 122.47' F. FL @ 118.97' 118.58' T.O/ ROUGH PLY. T. O/ PARAPET: 122.47' CRITICAL POINT #1: 125.85' MAX. ALLOWABLE 122.63' PROVIDED CRITICAL POINT #2: 125.067' MAX. ALLOWABLE 122.63' PROVIDED CRITICAL POINT #3: 124.47' MAX. ALLOWABLE 123.29' PROVIDED CRITICAL POINT #5: 124.30' MAX. ALLOWABLE 123.70' PROVIDED CRITICAL POINT #4: 124.00' MAX. ALLOWABLE 122.63' PROVIDED CRITICAL POINT #6:123.33' MAX. ALLOWABLE 122.47' PROVIDEDCRITICAL POINT #7: 122.62' MAX. ALLOWABLE 118.98' PROVIDED CRITICAL POINT #8: 121.97' MAX. ALLOWABLE 118.98' PROVIDED CRITICAL POINT #9: 121.94' MAX. ALLOWABLE 118.98' PROVIDED CRITICAL POINT #10: 122.29' MAX. ALLOWABLE 122.03' PROVIDED CRITICAL POINT #11: 122.812' MAX. ALLOWABLE 122.47' PROVIDED CRITICAL POINT #12: 123.50' MAX. ALLOWABLE 122.47' PROVIDED2A3.01A3.01A3.02A3.0PALM DRIVEMANHATTAN AVENUE2ND STREET1A3.1A3.112A3.1A3.121 1 A3.4 1 1 A3.4 1 1 A3.4 1A3.21A3.22A3.2A3.22A3.311A3.3A3.6A3.6 1 A3.5 1 A3.5 REAR YARD SETBACK @ SECOND FLOOR FRONT YARD SETBACK SIDE YARDSETBACKCRITICAL POINT #13:122.80' MAX. ALLOWABLE 122.47' PROVIDED CRITICAL POINT #14: 123.90' MAX. ALLOWABLE 123.29' PROVIDED OPEN SPACE LAYOUT:199.25 SQ. FT. TOTAL OPEN SPACE@ THIRD FLOOR DECK 99.625 SQ FT. REQ. TO BE OPEN TO SKY 113.00 SQ. FT. PROVIDED OPEN SPACE LAYOUT:131.00 SQ. FT. TOTAL OPEN SPACE@ THIRD FLOOR DECK65.50 SQ FT. REQ. TO BE OPEN TO SKY 66.00 SQ. FT. PROVIDED SIDE YARDSETBACKROOF PLAN 1/4" = 1' - 0" A1.4 NROOF PLAN PLAN 1/4" = 1' - 0" /Users/darylolesinski/Dropbox/2015 Projects/1502 2nd Street Development/1502 Project Drawing files/1502 Archicad Files/2nd Street Condominiums.plnPROJECT # 1502 June 29th, 2015PROJECT LOG:SECOND STREET CONDOMINIUMS # 1502 All the material contained within these documents are property to O+ L BUILDING PROJECTS LLC and Daryl Olesinski and are furnished in confidence for the purpose of evaluation, bidding and construction of the building described. All other uses are prohibited and any reuse or release required written permission by O+L BUILDING PROJECTS LLC and Daryl Olesinski. Any discrepancies found between the existing and described information provided shall be reported to O+ L BUILDING PROJECTS LLC. © O+ L BUILDING PROJECTS LLC 2015 OL+ BUILDING PROJECTS LLC 4509 Grand View Blvd. Los Angeles, CA. 90066 p: (310) 390 1650 03.30.15: Schematic Design Presentation Second Street Condominiums 121 Second Street, Hermosa Beach, CA. 9025405.10.15: Design Development Presentation 05.26.15: Planning Commission Submission 06.29.15: Planning Commission Corrections 3'-0"3'-0" PLPL 91.89' @ P.C. WINDOW SYSTEM: MATERIAL: ALUMINIUM MANUFACTURE: ARCADIA STOREFRONT OR EQUAL FINISH: FACTORY COLOR: CLR. ANO. BREAK METAL WRAP: MATERIAL: ALUMINIUM MANUFACTURE: ARCADIA STOREFRONT OR EQUAL FINISH: FACTORY COLOR: CLR. ANO. EXTERIOR FINISH: MATERIAL: TEAK T&G SIDING INSTALLATION: BLIND NAIL @ BOARD OVERLAP FINISH: NATURAL COLOR: NATURAL CRITICAL POINT #6: 123.33' MAX. ALLOWABLE 122.47' PROVIDED CRITICAL POINT #7: 122.62' MAX. ALLOWABLE 118.98' PROVIDED CRITICAL POINT #9: 121.94' MAX. ALLOWABLE 118.98' PROVIDED CRITICAL POINT #10: 122.29' MAX. ALLOWABLE 122.03' PROVIDED EXTERIOR FINISH: MATERIAL: 7/8" EXTERIOR STUCCO INSTALL AS PER PROJECT SPECIFICATION MANUFACTURE: T.B.D. FINISH: STEEL TROWELED COLOR: AS PER PROJECT SPECIFICATION EXTERIOR FINISH: MATERIAL: 7/8" EXTERIOR STUCCO INSTALL AS PER PROJECT SPECIFICATION MANUFACTURE: T.B.D. FINISH: STEEL TROWELED COLOR: AS PER PROJECT SPECIFICATION EXTERIOR FINISH: MATERIAL: 7/8" EXTERIOR STUCCO INSTALL AS PER PROJECT SPECIFICATION MANUFACTURE: T.B.D. FINISH: STEEL TROWELED COLOR: AS PER PROJECT SPECIFICATION EXTERIOR FINISH: MATERIAL: GALVALUM SHEET METAL INSTALL AS PER PROJECT SPECIFICATION MANUFACTURE: T.B.D. FINISH: WEATHERED COLOR: WEATHERED 91.84' @ P.C. 96.44' @ T.W. SEE LANDSCAPE PLAN (L1.0) FOR PLANTING TYPE AND QUANTITIES LINE OF NATURAL / FINISHED GRADE LINE OF GARAGE DOOR BEYOND CLR.CLR. EXTERIOR FINISH: MATERIAL: CONCRETE BOARD FORM W/ 1/16" GAP IN BOARDS FINISH: NATURAL COLOR: NATURAL LINE OF BASEMENT BEYOND F. FL. @ THIRD FLOOR: 109.47' F. FL. @ SECOND FLOOR: 100.34' F. FL. @ GARAGE DOOR: 90.72' F. FL. @ ROOF DECK: 118.97' F. FL. @ GROUND FLOOR: 91.22' F. FL. @ BASEMENT: 80.89' 3'-0"3'-0" 2'-6" PL F. FL. @ GARAGE DOOR: 93.38' F. FL. @ FIRST FLOOR: 93.875' F. FL. @ BASEMENT: 83.54' F. FL. @ SECOND FLOOR: 103.00' F. FL. @ THIRD FLOOR: 112.125' CRITICAL POINT #2: 125.067' MAX. ALLOWABLE 122.63' PROVIDED CRITICAL POINT #5: 124.30' MAX. ALLOWABLE 123.70' PROVIDED CRITICAL POINT #1: 125.85' MAX. ALLOWABLE 122.63' PROVIDED T.O/ PARAPET: 122.63' ROOF EAVE PROJECTION INTO SIDEYARD AS PER 17.46.070(A) EXTERIOR FINISH: MATERIAL: GALVALUM SHEET METAL INSTALL AS PER PROJECT SPECIFICATION MANUFACTURE: T.B.D. FINISH: WEATHERED COLOR: WEATHERED WINDOW SYSTEM: MATERIAL: ALUMINIUM MANUFACTURE: ARCADIA STOREFRONT OR EQUAL FINISH: FACTORY COLOR: CLR. ANO. BREAK METAL WRAP: MATERIAL: ALUMINIUM MANUFACTURE: ARCADIA STOREFRONT OR EQUAL FINISH: FACTORY COLOR: CLR. ANO. EXTERIOR FINISH: MATERIAL: 7/8" EXTERIOR STUCCO INSTALL AS PER PROJECT SPECIFICATION MANUFACTURE: T.B.D. FINISH: STEEL TROWELED COLOR: AS PER PROJECT SPECIFICATION LINE OF NATURAL / FINISHED GRADE LINE OF GARAGE DOOR BEYOND LINE OF BASEMENT BEYOND EXTERIOR FINISH: MATERIAL: CONCRETE BOARD FORM W/ 1/16" GAP IN BOARDS FINISH: NATURAL COLOR: NATURAL EXTERIOR FINISH: MATERIAL: TEAK T&G SIDING INSTALLATION: BLIND NAIL @ BOARD OVERLAP FINISH: NATURAL COLOR: NATURAL EXTERIOR FINISH: MATERIAL: 7/8" EXTERIOR STUCCO INSTALL AS PER PROJECT SPECIFICATION MANUFACTURE: T.B.D. FINISH: STEEL TROWELED COLOR: AS PER PROJECT SPECIFICATION BREAK METAL WRAP: MATERIAL: ALUMINIUM MANUFACTURE: ARCADIA STOREFRONT OR EQUAL FINISH: FACTORY COLOR: CLR. ANO. SEE LANDSCAPE PLAN (L1.0) FOR PLANTING TYPE AND QUANTITIES CLR.CLR. CLR. EXISTING RED NO PARKING CURB PAINT TO BE REPLACED PL 95.34' @ P.C. 96.41' @ P.C. 98.63' @ T.W. ELEVATIONS 1/4" = 1' - 0" A2.0 EAST ELEVATION 1/4" = 1' - 0" NOTE: FOR ALL LANDSCAPE MATERIAL, QUANTITIES AND LAYOUT, SEE LANDSCAPE PLAN (SHT. L1.0)FOR DRIVEWAY SLOPE DIAGRAMS, SEE A1.0A FOR CONVEX SITE SLOPE ANALYSIS, SEE A1.0A WEST ELEVATION 1/4" = 1' - 0" NOTE: FOR ALL LANDSCAPE MATERIAL, QUANTITIES AND LAYOUT, SEE LANDSCAPE PLAN (SHT. L1.0)FOR DRIVEWAY SLOPE DIAGRAMS, SEE A1.0A FOR CONVEX SITE SLOPE ANALYSIS, SEE A1.0A /Users/darylolesinski/Dropbox/2015 Projects/1502 2nd Street Development/1502 Project Drawing files/1502 Archicad Files/2nd Street Condominiums.plnPROJECT # 1502 June 29th, 2015PROJECT LOG:SECOND STREET CONDOMINIUMS # 1502 All the material contained within these documents are property to O+ L BUILDING PROJECTS LLC and Daryl Olesinski and are furnished in confidence for the purpose of evaluation, bidding and construction of the building described. All other uses are prohibited and any reuse or release required written permission by O+L BUILDING PROJECTS LLC and Daryl Olesinski. Any discrepancies found between the existing and described information provided shall be reported to O+ L BUILDING PROJECTS LLC. © O+ L BUILDING PROJECTS LLC 2015 OL+ BUILDING PROJECTS LLC 4509 Grand View Blvd. Los Angeles, CA. 90066 p: (310) 390 1650 03.30.15: Schematic Design Presentation Second Street Condominiums 121 Second Street, Hermosa Beach, CA. 9025405.10.15: Design Development Presentation 05.26.15: Planning Commission Submission 06.29.15: Planning Commission Corrections3'-6"3'-6"3'-6"3'-6"9'-0" 1'-0" PL F. FL. @ GARAGE DOOR: 93.38' F. FL. @ FIRST FLOOR: 93.875' F. FL. @ BASEMENT: 83.54' F. FL. @ SECOND FLOOR: 103.00' F. FL. @ THIRD FLOOR: 112.125' F.FL. EGRESS WINDOW: 2'-7" X 4'-1" = 10.54 SQ. FT. PROVIDED EGRESS WINDOW: 2'-3" X 4'-2" = 9.375 SQ. FT. PROVIDED F.FL. F. FL. @ THIRD FLOOR: 109.47' F. FL. @ SECOND FLOOR: 100.34' F. FL. @ GARAGE DOOR: 90.72' F. FL. @ ROOF DECK: 118.97' F. FL. @ GROUND FLOOR: 91.22' 91.89' @ P.C. F. FL. @ BASEMENT: 81.03 EGRESS WINDOW: 2'-3" X 4'-2" = 9.375 SQ. FT. PROVIDED F.FL. EGRESS WINDOW: 2'-7" X 4'-1" = 10.54 SQ. FT. PROVIDED F.FL. 95.99' @ T. O/C FRONT YARD SETBACK REQUIRED SETBACK TO GARAGE LINE OF NATURAL / FINISHED GRADE NO CHANGE LINE OF DRIVEWAY BEYOND LINE OF BASEMENT WALL BEYOND CRITICAL POINT #1: 125.85' MAX. ALLOWABLE 122.63' PROVIDED CRITICAL POINT #3: 124.41' MAX. ALLOWABLE 123.39' PROVIDED CRITICAL POINT #10: 122.29' MAX. ALLOWABLE 122.03' PROVIDEDCRITICAL POINT #11: 122.812' MAX. ALLOWABLE 122.47' PROVIDED CRITICAL POINT #12: 123.50' MAX. ALLOWABLE 122.47' PROVIDED CRITICAL POINT #9: 121.94' MAX. ALLOWABLE 118.98' PROVIDED EXTERIOR FINISH: MATERIAL: GALVALUM SHEET METAL INSTALL AS PER PROJECT SPECIFICATION MANUFACTURE: T.B.D. FINISH: WEATHERED COLOR: WEATHERED WINDOW SYSTEM: MATERIAL: ALUMINIUM MANUFACTURE: ARCADIA OR EQUAL FINISH: FACTORY COLOR: CLR. ANO. EXTERIOR FINISH: MATERIAL: 7/8" EXTERIOR STUCCO INSTALL AS PER PROJECT SPECIFICATION MANUFACTURE: T.B.D. FINISH: STEEL TROWELED COLOR: AS PER PROJECT SPECIFICATION EXTERIOR FINISH: MATERIAL: TEAK T&G SIDING INSTALLATION: BLIND NAIL @ BOARD OVERLAP FINISH: NATURAL COLOR: NATURAL BREAK METAL WRAP: MATERIAL: ALUMINIUM MANUFACTURE: ARCADIA OR EQUAL FINISH: FACTORY COLOR: CLR. ANO. FRONT YARD SETBACK BREAK METAL WRAP: MATERIAL: ALUMINIUM MANUFACTURE: ARCADIA OR EQUAL FINISH: FACTORY COLOR: CLR. ANO. WINDOW SYSTEM: MATERIAL: ALUMINIUM MANUFACTURE: ARCADIA OR EQUAL FINISH: FACTORY COLOR: CLR. ANO. EXTERIOR FINISH: MATERIAL: TEAK T&G SIDING INSTALLATION: BLIND NAIL @ BOARD OVERLAP FINISH: NATURAL COLOR: NATURAL EXTERIOR FINISH: MATERIAL: GALVALUM SHEET METAL INSTALL AS PER PROJECT SPECIFICATION MANUFACTURE: T.B.D. FINISH: WEATHERED COLOR: WEATHERED EXTERIOR FINISH: MATERIAL: 7/8" EXTERIOR STUCCO INSTALL AS PER PROJECT SPECIFICATION MANUFACTURE: T.B.D. FINISH: STEEL TROWELED COLOR: AS PER PROJECT SPECIFICATION REQUIRED SETBACK TO GARAGE LINE OF NEIGHBORING PROPERTY LINE WALL NO CHANGE LINE OF NATURAL / FINISHED GRADE NO CHANGE LINE OF DRIVEWAY BEYOND LINE OF NEIGHBORING PROPERTY LINE WALL NO CHANGE WALL OUTLET FIREPLACE SPARK ARRESTOR 2'-0" 17'-0" PL 96.41' @ P.C. ELEVATIONS 1/4" = 1' - 0" A2.1 NORTH ELEVATION 1/4" = 1' - 0" NOTE: FOR ALL LANDSCAPE MATERIAL, QUANTITIES AND LAYOUT, SEE LANDSCAPE PLAN (SHT. L1.0)FOR DRIVEWAY SLOPE DIAGRAMS, SEE A1.0A FOR CONVEX SITE SLOPE ANALYSIS, SEE A1.0A /Users/darylolesinski/Dropbox/2015 Projects/1502 2nd Street Development/1502 Project Drawing files/1502 Archicad Files/2nd Street Condominiums.plnPROJECT # 1502 June 29th, 2015PROJECT LOG:SECOND STREET CONDOMINIUMS # 1502 All the material contained within these documents are property to O+ L BUILDING PROJECTS LLC and Daryl Olesinski and are furnished in confidence for the purpose of evaluation, bidding and construction of the building described. All other uses are prohibited and any reuse or release required written permission by O+L BUILDING PROJECTS LLC and Daryl Olesinski. Any discrepancies found between the existing and described information provided shall be reported to O+ L BUILDING PROJECTS LLC. © O+ L BUILDING PROJECTS LLC 2015 OL+ BUILDING PROJECTS LLC 4509 Grand View Blvd. Los Angeles, CA. 90066 p: (310) 390 1650 03.30.15: Schematic Design Presentation Second Street Condominiums 121 Second Street, Hermosa Beach, CA. 9025405.10.15: Design Development Presentation 05.26.15: Planning Commission Submission 06.29.15: Planning Commission Corrections3'-6"1'-0" 9'-0"3'-6"95.34' @ P.C. F. FL. @ THIRD FLOOR: 109.47' F. FL. @ SECOND FLOOR: 100.34' F. FL. @ GARAGE DOOR: 90.72' F. FL. @ ROOF DECK: 118.97' F. FL. @ GROUND FLOOR: 91.22' F. FL. @ BASEMENT: 80.89' 91.84' @ P.C. PL 1 1 9 CRITICAL POINT #8: 121.97' MAX. ALLOWABLE 118.98' PROVIDED CRITICAL POINT #6: 123.33' MAX. ALLOWABLE 122.47' PROVIDEDCRITICAL POINT #7: 122.62' MAX. ALLOWABLE 118.98' PROVIDED LINE OF NATURAL / FINISHED GRADE NO CHANGE LINE OF DRIVEWAY BEYOND BREAK METAL WRAP: MATERIAL: ALUMINIUM MANUFACTURE: ARCADIA OR EQUAL FINISH: FACTORY COLOR: CLR. ANO. WINDOW SYSTEM: MATERIAL: ALUMINIUM MANUFACTURE: ARCADIA OR EQUAL FINISH: FACTORY COLOR: CLR. ANO. EXTERIOR FINISH: MATERIAL: TEAK T&G SIDING INSTALLATION: BLIND NAIL @ BOARD OVERLAP FINISH: NATURAL COLOR: NATURAL EXTERIOR FINISH: MATERIAL: GALVALUM SHEET METAL INSTALL AS PER PROJECT SPECIFICATION MANUFACTURE: T.B.D. FINISH: WEATHERED COLOR: WEATHERED EXTERIOR FINISH: MATERIAL: 7/8" EXTERIOR STUCCO INSTALL AS PER PROJECT SPECIFICATION MANUFACTURE: T.B.D. FINISH: STEEL TROWELED COLOR: AS PER PROJECT SPECIFICATION EXTERIOR FINISH: MATERIAL: CONCRETE BOARD FORM W/ 1/16" GAP IN BOARDS FINISH: NATURAL COLOR: NATURAL EXTERIOR FINISH: MATERIAL: 7/8" EXTERIOR STUCCO INSTALL AS PER PROJECT SPECIFICATION MANUFACTURE: T.B.D. FINISH: STEEL TROWELED COLOR: AS PER PROJECT SPECIFICATION WINDOW SYSTEM: MATERIAL: ALUMINIUM MANUFACTURE: ARCADIA OR EQUAL FINISH: FACTORY COLOR: CLR. ANO. LINE OF BASEMENT WALL BEYOND F. FL. @ GARAGE DOOR: 93.38' F. FL. @ FIRST FLOOR: 93.875' F. FL. @ BASEMENT: 83.54' F. FL. @ SECOND FLOOR: 103.00' F. FL. @ THIRD FLOOR: 112.125' T.O/ PARAPET: 122.63' EGRESS WINDOW: 2'-8" X 4'-2" = 11.11 SQ. FT. PROVIDED F.FL. EGRESS WINDOW: 2'-8" X 4'-2" = 11.11 SQ. FT. PROVIDED FRONT YARD SETBACK REQUIRED SETBACK TO GARAGE F.FL. CRITICAL POINT #5: 124.30' MAX. ALLOWABLE 123.70' PROVIDED CRITICAL POINT #4: 124.00' MAX. ALLOWABLE 122.63' PROVIDED CRITICAL POINT #2: 125.067' MAX. ALLOWABLE 122.63' PROVIDED 1 2 1 EXTERIOR FINISH: MATERIAL: 7/8" EXTERIOR STUCCO INSTALL AS PER PROJECT SPECIFICATION MANUFACTURE: T.B.D. FINISH: STEEL TROWELED COLOR: AS PER PROJECT SPECIFICATION WINDOW SYSTEM: MATERIAL: ALUMINIUM MANUFACTURE: ARCADIA OR EQUAL FINISH: FACTORY COLOR: CLR. ANO. EXTERIOR FINISH: MATERIAL: GALVALUM SHEET METAL INSTALL AS PER PROJECT SPECIFICATION MANUFACTURE: T.B.D. FINISH: WEATHERED COLOR: WEATHERED EXTERIOR FINISH: MATERIAL: TEAK T&G SIDING INSTALLATION: BLIND NAIL @ BOARD OVERLAP FINISH: NATURAL COLOR: NATURAL LINE OF NATURAL / FINISHED GRADE NO CHANGE LINE OF DRIVEWAY BEYOND BREAK METAL WRAP: MATERIAL: ALUMINIUM MANUFACTURE: ARCADIA OR EQUAL FINISH: FACTORY COLOR: CLR. ANO. EXTERIOR FINISH: MATERIAL: CONCRETE BOARD FORM W/ 1/16" GAP IN BOARDS FINISH: NATURAL COLOR: NATURAL LINE OF BASEMENT WALL BEYOND METAL SHROUD COVERING FIREPLACE SPARK ARRESTOR METAL SHROUD COVERING FIREPLACE SPARK ARRESTOR CRITICAL POINT #14: 123.90' MAX. ALLOWABLE 123.29' PROVIDED CRITICAL POINT #13: 122.80' MAX. ALLOWABLE 122.47' PROVIDED PL 96.44' @ T.W. 98.63' @ T.W. 96.44' @ T.W. ELEVATIONS 1/4" = 1' - 0" A2.2 SOUTH ELEVATION 1/4" = 1' - 0" NOTE: FOR ALL LANDSCAPE MATERIAL, QUANTITIES AND LAYOUT, SEE LANDSCAPE PLAN (SHT. L1.0)FOR DRIVEWAY SLOPE DIAGRAMS, SEE A1.0A FOR CONVEX SITE SLOPE ANALYSIS, SEE A1.0A /Users/darylolesinski/Dropbox/2015 Projects/1502 2nd Street Development/1502 Project Drawing files/1502 Archicad Files/2nd Street Condominiums.plnPROJECT # 1502 June 29th, 2015PROJECT LOG:SECOND STREET CONDOMINIUMS # 1502 All the material contained within these documents are property to O+ L BUILDING PROJECTS LLC and Daryl Olesinski and are furnished in confidence for the purpose of evaluation, bidding and construction of the building described. All other uses are prohibited and any reuse or release required written permission by O+L BUILDING PROJECTS LLC and Daryl Olesinski. Any discrepancies found between the existing and described information provided shall be reported to O+ L BUILDING PROJECTS LLC. © O+ L BUILDING PROJECTS LLC 2015 OL+ BUILDING PROJECTS LLC 4509 Grand View Blvd. Los Angeles, CA. 90066 p: (310) 390 1650 03.30.15: Schematic Design Presentation Second Street Condominiums 121 Second Street, Hermosa Beach, CA. 9025405.10.15: Design Development Presentation 05.26.15: Planning Commission Submission 06.29.15: Planning Commission Corrections 3'-0"4'-1 1/4" F. FL. @ THIRD FLOOR: 109.47' F. FL. @ SECOND FLOOR: 100.34' F. FL. @ GARAGE DOOR: 90.72' F. FL. @ ROOF DECK: 118.97' F. FL. @ GROUND FLOOR: 91.22' F. FL. @ BASEMENT: 81.03' INSULATION REQUIREMENTS: ROOF: R-30 EXTERIOR WALLS: R-19FLOORS: R-13 GREEN BUILDING DESIGN CHECK LIST CAT. 1, NOTE 1 INSULATION TO FILL ENTIRE CAVITY - TYPICAL PLPL INSULATION REQUIREMENTS: ROOF: R-30EXTERIOR WALLS: R-19 FLOORS: R-13 GREEN BUILDING DESIGN CHECK LIST CAT. 1, NOTE 1 INSULATION TO FILL ENTIRE CAVITY - TYPICAL INSULATION REQUIREMENTS: ROOF: R-30EXTERIOR WALLS: R-19 FLOORS: R-13 GREEN BUILDING DESIGN CHECK LIST CAT. 1, NOTE 1 INSULATION TO FILL ENTIRE CAVITY - TYPICAL CLR.CLR. CRITICAL POINT #6: 123.33' MAX. ALLOWABLE 122.47' PROVIDED CRITICAL POINT #7: 122.62' MAX. ALLOWABLE 118.98' PROVIDED CRITICAL POINT #11: 122.812' MAX. ALLOWABLE 122.47' PROVIDED 96.44' @ T.W.7 5/8"11" 3'-0" 2'-6" 5'-4 1/2" PL F. FL. @ THIRD FLOOR: 109.47' F. FL. @ SECOND FLOOR: 100.34' F. FL. @ GARAGE DOOR: 90.72' F. FL. @ ROOF DECK: 118.97' F. FL. @ GROUND FLOOR: 91.22' F. FL. @ BASEMENT: 81.03' CRITICAL POINT #12: 123.50' MAX. ALLOWABLE 122.47' PROVIDED CRITICAL POINT #6: 123.33' MAX. ALLOWABLE 122.47' PROVIDED INSULATION REQUIREMENTS: ROOF: R-30 EXTERIOR WALLS: R-19FLOORS: R-13 GREEN BUILDING DESIGN CHECK LIST CAT. 1, NOTE 1 INSULATION TO FILL ENTIRE CAVITY - TYPICAL INSULATION REQUIREMENTS: ROOF: R-30 EXTERIOR WALLS: R-19 FLOORS: R-13GREEN BUILDING DESIGN CHECK LIST CAT. 1, NOTE 1 INSULATION TO FILL ENTIRE CAVITY - TYPICAL INSULATION REQUIREMENTS: ROOF: R-30 EXTERIOR WALLS: R-19FLOORS: R-13 GREEN BUILDING DESIGN CHECK LIST CAT. 1, NOTE 1 INSULATION TO FILL ENTIRE CAVITY - TYPICAL PL ROOF EAVE PROJECTION INTO SIDEYARD AS PER 17.46.070(A) CLR. CLR. 96.44' @ T.W. SECTIONS 1/4" = 1' - 0" A3.0 1/4" = 1' - 0" BUILDING SECTION 1 1/4" = 1' - 0" BUILDING SECTION 2 NOTE: FOR ALL LANDSCAPE MATERIAL, QUANTITIES AND LAYOUT, SEE LANDSCAPE PLAN (SHT. L1.0)FOR DRIVEWAY SLOPE DIAGRAMS, SEE A1.0A FOR CONVEX SITE SLOPE ANALYSIS, SEE A1.0A U.N.O. ALL INTERIOR WALL COVERING TO BE 5/8" TYPE X DRYWALL OR TILE AS PER ELEVATION NOTE: FOR ALL LANDSCAPE MATERIAL, QUANTITIES AND LAYOUT, SEE LANDSCAPE PLAN (SHT. L1.0)FOR DRIVEWAY SLOPE DIAGRAMS, SEE A1.0A FOR CONVEX SITE SLOPE ANALYSIS, SEE A1.0A U.N.O. ALL INTERIOR WALL COVERING TO BE 5/8" TYPE X DRYWALL OR TILE AS PER ELEVATION /Users/darylolesinski/Dropbox/2015 Projects/1502 2nd Street Development/1502 Project Drawing files/1502 Archicad Files/2nd Street Condominiums.plnPROJECT # 1502 June 29th, 2015PROJECT LOG:SECOND STREET CONDOMINIUMS # 1502 All the material contained within these documents are property to O+ L BUILDING PROJECTS LLC and Daryl Olesinski and are furnished in confidence for the purpose of evaluation, bidding and construction of the building described. All other uses are prohibited and any reuse or release required written permission by O+L BUILDING PROJECTS LLC and Daryl Olesinski. Any discrepancies found between the existing and described information provided shall be reported to O+ L BUILDING PROJECTS LLC. © O+ L BUILDING PROJECTS LLC 2015 OL+ BUILDING PROJECTS LLC 4509 Grand View Blvd. Los Angeles, CA. 90066 p: (310) 390 1650 03.30.15: Schematic Design Presentation Second Street Condominiums 121 Second Street, Hermosa Beach, CA. 9025405.10.15: Design Development Presentation 05.26.15: Planning Commission Submission 06.29.15: Planning Commission Corrections 3'-0"8'-2 1/2" F. FL. @ THIRD FLOOR: 109.47' F. FL. @ SECOND FLOOR: 100.34' F. FL. @ GARAGE DOOR: 90.72' F. FL. @ ROOF DECK: 118.97' F. FL. @ GROUND FLOOR: 91.22' F. FL. @ BASEMENT: 81.03' PL PL CLR. INSULATION REQUIREMENTS:ROOF: R-30 EXTERIOR WALLS: R-19 FLOORS: R-13 GREEN BUILDING DESIGN CHECK LIST CAT. 1, NOTE 1 INSULATION TO FILL ENTIRE CAVITY - TYPICAL INSULATION REQUIREMENTS: ROOF: R-30 EXTERIOR WALLS: R-19 FLOORS: R-13GREEN BUILDING DESIGN CHECK LIST CAT. 1, NOTE 1INSULATION TO FILL ENTIRE CAVITY - TYPICAL ROOF EAVE PROJECTION INTO SIDEYARD AS PER 17.46.070(A) 96.44' @ T.W. 4'-2 1/4" 8'-2 1/2"3'-0" F. FL. @ GARAGE DOOR: 93.38' F. FL. @ FIRST FLOOR: 93.875' F. FL. @ BASEMENT: 83.54' F. FL. @ SECOND FLOOR: 103.00' F. FL. @ THIRD FLOOR: 112.125' T.O/ PARAPET: 123.29' INSULATION REQUIREMENTS: ROOF: R-30 EXTERIOR WALLS: R-19 FLOORS: R-13GREEN BUILDING DESIGN CHECK LIST CAT. 1, NOTE 1 INSULATION TO FILL ENTIRE CAVITY - TYPICAL INSULATION REQUIREMENTS: ROOF: R-30EXTERIOR WALLS: R-19 FLOORS: R-13 GREEN BUILDING DESIGN CHECK LIST CAT. 1, NOTE 1 INSULATION TO FILL ENTIRE CAVITY - TYPICAL PL PL CLR. 96.44' @ T.W. SECTIONS 1/4" = 1' - 0" A3.1 1/4" = 1' - 0" BUILDING SECTION 1 1/4" = 1' - 0" BUILDING SECTION 2 NOTE: FOR ALL LANDSCAPE MATERIAL, QUANTITIES AND LAYOUT, SEE LANDSCAPE PLAN (SHT. L1.0)FOR DRIVEWAY SLOPE DIAGRAMS, SEE A1.0A FOR CONVEX SITE SLOPE ANALYSIS, SEE A1.0A U.N.O. ALL INTERIOR WALL COVERING TO BE 5/8" TYPE X DRYWALL OR TILE AS PER ELEVATION NOTE: FOR ALL LANDSCAPE MATERIAL, QUANTITIES AND LAYOUT, SEE LANDSCAPE PLAN (SHT. L1.0)FOR DRIVEWAY SLOPE DIAGRAMS, SEE A1.0A FOR CONVEX SITE SLOPE ANALYSIS, SEE A1.0A U.N.O. ALL INTERIOR WALL COVERING TO BE 5/8" TYPE X DRYWALL OR TILE AS PER ELEVATION /Users/darylolesinski/Dropbox/2015 Projects/1502 2nd Street Development/1502 Project Drawing files/1502 Archicad Files/2nd Street Condominiums.plnPROJECT # 1502 June 29th, 2015PROJECT LOG:SECOND STREET CONDOMINIUMS # 1502 All the material contained within these documents are property to O+ L BUILDING PROJECTS LLC and Daryl Olesinski and are furnished in confidence for the purpose of evaluation, bidding and construction of the building described. All other uses are prohibited and any reuse or release required written permission by O+L BUILDING PROJECTS LLC and Daryl Olesinski. Any discrepancies found between the existing and described information provided shall be reported to O+ L BUILDING PROJECTS LLC. © O+ L BUILDING PROJECTS LLC 2015 OL+ BUILDING PROJECTS LLC 4509 Grand View Blvd. Los Angeles, CA. 90066 p: (310) 390 1650 03.30.15: Schematic Design Presentation Second Street Condominiums 121 Second Street, Hermosa Beach, CA. 9025405.10.15: Design Development Presentation 05.26.15: Planning Commission Submission 06.29.15: Planning Commission Corrections 5'-5 1/4" 4'-1 1/2" 3'-0" F. FL. @ GARAGE DOOR: 93.38' F. FL. @ FIRST FLOOR: 93.875' F. FL. @ BASEMENT: 83.54' F. FL. @ SECOND FLOOR: 103.00' F. FL. @ THIRD FLOOR: 112.125' T.O/ PARAPET: 123.29' PL PL INSULATION REQUIREMENTS: ROOF: R-30 EXTERIOR WALLS: R-19 FLOORS: R-13GREEN BUILDING DESIGN CHECK LIST CAT. 1, NOTE 1 INSULATION TO FILL ENTIRE CAVITY - TYPICAL INSULATION REQUIREMENTS: ROOF: R-30 EXTERIOR WALLS: R-19 FLOORS: R-13 GREEN BUILDING DESIGN CHECK LIST CAT. 1, NOTE 1INSULATION TO FILL ENTIRE CAVITY - TYPICAL CLR. CRITICAL POINT #5: 124.30' MAX. ALLOWABLE 123.70' PROVIDED CRITICAL POINT #3: 124.47' MAX. ALLOWABLE 123.29' PROVIDED 96.44' @ T.W. 5'-2 3/4"3'-0" 2'-6" F. FL. @ GARAGE DOOR: 93.38' F. FL. @ FIRST FLOOR: 93.875' F. FL. @ BASEMENT: 83.54' F. FL. @ SECOND FLOOR: 103.00' F. FL. @ THIRD FLOOR: 112.125' T.O/ PARAPET: 123.29' PL PL INSULATION REQUIREMENTS: ROOF: R-30 EXTERIOR WALLS: R-19FLOORS: R-13 GREEN BUILDING DESIGN CHECK LIST CAT. 1, NOTE 1 INSULATION TO FILL ENTIRE CAVITY - TYPICAL INSULATION REQUIREMENTS: ROOF: R-30 EXTERIOR WALLS: R-19FLOORS: R-13 GREEN BUILDING DESIGN CHECK LIST CAT. 1, NOTE 1 INSULATION TO FILL ENTIRE CAVITY - TYPICAL INSULATION REQUIREMENTS:ROOF: R-30 EXTERIOR WALLS: R-19 FLOORS: R-13 GREEN BUILDING DESIGN CHECK LIST CAT. 1, NOTE 1 INSULATION TO FILL ENTIRE CAVITY - TYPICAL ROOF EAVE PROJECTION INTO SIDEYARD AS PER 17.46.070(A) CRITICAL POINT #4: 124.00' MAX. ALLOWABLE 122.63' PROVIDED CRITICAL POINT #5: 124.30' MAX. ALLOWABLE 123.70' PROVIDED CRITICAL POINT #3: 124.47' MAX. ALLOWABLE 123.29' PROVIDED CLR. CLR. SECTIONS 1/4" = 1' - 0" A3.2 1/4" = 1' - 0" BUILDING SECTION 1 1/4" = 1' - 0" BUILDING SECTION 2 NOTE: FOR ALL LANDSCAPE MATERIAL, QUANTITIES AND LAYOUT, SEE LANDSCAPE PLAN (SHT. L1.0)FOR DRIVEWAY SLOPE DIAGRAMS, SEE A1.0A FOR CONVEX SITE SLOPE ANALYSIS, SEE A1.0A U.N.O. ALL INTERIOR WALL COVERING TO BE 5/8" TYPE X DRYWALL OR TILE AS PER ELEVATION NOTE: FOR ALL LANDSCAPE MATERIAL, QUANTITIES AND LAYOUT, SEE LANDSCAPE PLAN (SHT. L1.0)FOR DRIVEWAY SLOPE DIAGRAMS, SEE A1.0A FOR CONVEX SITE SLOPE ANALYSIS, SEE A1.0A U.N.O. ALL INTERIOR WALL COVERING TO BE 5/8" TYPE X DRYWALL OR TILE AS PER ELEVATION /Users/darylolesinski/Dropbox/2015 Projects/1502 2nd Street Development/1502 Project Drawing files/1502 Archicad Files/2nd Street Condominiums.plnPROJECT # 1502 June 29th, 2015PROJECT LOG:SECOND STREET CONDOMINIUMS # 1502 All the material contained within these documents are property to O+ L BUILDING PROJECTS LLC and Daryl Olesinski and are furnished in confidence for the purpose of evaluation, bidding and construction of the building described. All other uses are prohibited and any reuse or release required written permission by O+L BUILDING PROJECTS LLC and Daryl Olesinski. Any discrepancies found between the existing and described information provided shall be reported to O+ L BUILDING PROJECTS LLC. © O+ L BUILDING PROJECTS LLC 2015 OL+ BUILDING PROJECTS LLC 4509 Grand View Blvd. Los Angeles, CA. 90066 p: (310) 390 1650 03.30.15: Schematic Design Presentation Second Street Condominiums 121 Second Street, Hermosa Beach, CA. 9025405.10.15: Design Development Presentation 05.26.15: Planning Commission Submission 06.29.15: Planning Commission Corrections F. FL. @ GARAGE DOOR: 93.38' F. FL. @ FIRST FLOOR: 93.875' F. FL. @ BASEMENT: 83.54' F. FL. @ SECOND FLOOR: 103.00' F. FL. @ THIRD FLOOR: 112.125' T.O/ PARAPET: 123.29' PL PL CRITICAL POINT #3: 124.47' MAX. ALLOWABLE 123.29' PROVIDED CRITICAL POINT #4: 124.00' MAX. ALLOWABLE 122.63' PROVIDED INSULATION REQUIREMENTS: ROOF: R-30 EXTERIOR WALLS: R-19 FLOORS: R-13GREEN BUILDING DESIGN CHECK LIST CAT. 1, NOTE 1 INSULATION TO FILL ENTIRE CAVITY - TYPICAL INSULATION REQUIREMENTS: ROOF: R-30EXTERIOR WALLS: R-19 FLOORS: R-13 GREEN BUILDING DESIGN CHECK LIST CAT. 1, NOTE 1 INSULATION TO FILL ENTIRE CAVITY - TYPICAL ROOF EAVE PROJECTION INTOSIDEYARD AS PER 17.46.070(A) SECTIONS 1/4" = 1' - 0" A3.3 1/4" = 1' - 0" BUILDING SECTION 1 NOTE: FOR ALL LANDSCAPE MATERIAL, QUANTITIES AND LAYOUT, SEE LANDSCAPE PLAN (SHT. L1.0)FOR DRIVEWAY SLOPE DIAGRAMS, SEE A1.0A FOR CONVEX SITE SLOPE ANALYSIS, SEE A1.0A U.N.O. ALL INTERIOR WALL COVERING TO BE 5/8" TYPE X DRYWALL OR TILE AS PER ELEVATION /Users/darylolesinski/Dropbox/2015 Projects/1502 2nd Street Development/1502 Project Drawing files/1502 Archicad Files/2nd Street Condominiums.plnPROJECT # 1502 June 29th, 2015PROJECT LOG:SECOND STREET CONDOMINIUMS # 1502 All the material contained within these documents are property to O+ L BUILDING PROJECTS LLC and Daryl Olesinski and are furnished in confidence for the purpose of evaluation, bidding and construction of the building described. All other uses are prohibited and any reuse or release required written permission by O+L BUILDING PROJECTS LLC and Daryl Olesinski. Any discrepancies found between the existing and described information provided shall be reported to O+ L BUILDING PROJECTS LLC. © O+ L BUILDING PROJECTS LLC 2015 OL+ BUILDING PROJECTS LLC 4509 Grand View Blvd. Los Angeles, CA. 90066 p: (310) 390 1650 03.30.15: Schematic Design Presentation Second Street Condominiums 121 Second Street, Hermosa Beach, CA. 9025405.10.15: Design Development Presentation 05.26.15: Planning Commission Submission 06.29.15: Planning Commission Corrections 7'-6 1/2"5'-11"7'-6 1/4"2'-0" 1'-0" F. FL. @ GARAGE DOOR: 93.38' F. FL. @ FIRST FLOOR: 93.875' F. FL. @ BASEMENT: 83.54' F. FL. @ SECOND FLOOR: 103.00' F. FL. @ THIRD FLOOR: 112.125' T.O/ PARAPET: 122.63' FOR DRIVEWAY SLOPE ANALYSIS SEE A1.0A 95.75' 93.65'93.17' FOR DRIVEWAY SLOPE ANALYSIS SEE A1.0A 91.86' 90.765'90.53' F. FL. @ THIRD FLOOR: 109.47' F. FL. @ SECOND FLOOR: 100.34' F. FL. @ GARAGE DOOR: 90.72' F. FL. @ ROOF DECK: 118.97' F. FL. @ GROUND FLOOR: 91.22' F. FL. @ BASEMENT: 81.03' INSULATION REQUIREMENTS:ROOF: R-30 EXTERIOR WALLS: R-19 FLOORS: R-13 GREEN BUILDING DESIGN CHECK LIST CAT. 1, NOTE 1 INSULATION TO FILL ENTIRE CAVITY - TYPICAL INSULATION REQUIREMENTS: ROOF: R-30 EXTERIOR WALLS: R-19FLOORS: R-13 GREEN BUILDING DESIGN CHECK LIST CAT. 1, NOTE 1 INSULATION TO FILL ENTIRE CAVITY - TYPICAL INSULATION REQUIREMENTS: ROOF: R-30 EXTERIOR WALLS: R-19 FLOORS: R-13GREEN BUILDING DESIGN CHECK LIST CAT. 1, NOTE 1 INSULATION TO FILL ENTIRE CAVITY - TYPICAL INSULATION REQUIREMENTS:ROOF: R-30 EXTERIOR WALLS: R-19 FLOORS: R-13 GREEN BUILDING DESIGN CHECK LIST CAT. 1, NOTE 1INSULATION TO FILL ENTIRE CAVITY - TYPICAL INSULATION REQUIREMENTS:ROOF: R-30EXTERIOR WALLS: R-19 FLOORS: R-13 GREEN BUILDING DESIGN CHECK LIST CAT. 1, NOTE 1 INSULATION TO FILL ENTIRE CAVITY - TYPICAL INSULATION REQUIREMENTS:ROOF: R-30 EXTERIOR WALLS: R-19 FLOORS: R-13 GREEN BUILDING DESIGN CHECK LIST CAT. 1, NOTE 1INSULATION TO FILL ENTIRE CAVITY - TYPICAL CRITICAL POINT #12: 123.50' MAX. ALLOWABLE 122.47' PROVIDEDCRITICAL POINT #11: 122.812' MAX. ALLOWABLE 122.47' PROVIDEDCRITICAL POINT #8: 121.97' MAX. ALLOWABLE 118.98' PROVIDED CRITICAL POINT #1: 125.85' MAX. ALLOWABLE 122.63' PROVIDED CRITICAL POINT #3: 124.41' MAX. ALLOWABLE 123.39' PROVIDED SOUND INSULATION REQUIREMENTS: STC 52 @ ALL COMMON WALL STC 58 @ ALL COMMON FLOOR / CEILING SYSTEMS AT ALL COMMON WALLS / CEILING BETWEEN UNITS THE FOLLOWING SHALL BE MAINTAINED / PROVIDED: 1-HOUR RARED CONSTRUCTION ASSEMBLY CAULKING TO BE PROVIDED UNDER ALL SILL PLATES, AROUND ALL OUTLETS AND AT WALL ENDS. INSULATION AND FIRE PROTECTION SHALL BE CONTINIOUS BEHIND TUBS AND SHOWERS IF APPLICABLE WHERE PLUMBING FIXTURES ARE LOCATED ADAJENCT TO COMMON WALL, ALL PLUMBING SUPPLY AND WASTE IS TO BE BROUGHT TO FIXTURE THROUGH THE FLOOR ONLY PL PL SECTIONS 1/4" = 1' - 0" A3.4 1/4" = 1' - 0" BUILDING SECTION 1 NOTE: FOR ALL LANDSCAPE MATERIAL, QUANTITIES AND LAYOUT, SEE LANDSCAPE PLAN (SHT. L1.0)FOR DRIVEWAY SLOPE DIAGRAMS, SEE A1.0A FOR CONVEX SITE SLOPE ANALYSIS, SEE A1.0A U.N.O. ALL INTERIOR WALL COVERING TO BE 5/8" TYPE X DRYWALL OR TILE AS PER ELEVATION /Users/darylolesinski/Dropbox/2015 Projects/1502 2nd Street Development/1502 Project Drawing files/1502 Archicad Files/2nd Street Condominiums.plnPROJECT # 1502 June 29th, 2015PROJECT LOG:SECOND STREET CONDOMINIUMS # 1502 All the material contained within these documents are property to O+ L BUILDING PROJECTS LLC and Daryl Olesinski and are furnished in confidence for the purpose of evaluation, bidding and construction of the building described. All other uses are prohibited and any reuse or release required written permission by O+L BUILDING PROJECTS LLC and Daryl Olesinski. Any discrepancies found between the existing and described information provided shall be reported to O+ L BUILDING PROJECTS LLC. © O+ L BUILDING PROJECTS LLC 2015 OL+ BUILDING PROJECTS LLC 4509 Grand View Blvd. Los Angeles, CA. 90066 p: (310) 390 1650 03.30.15: Schematic Design Presentation Second Street Condominiums 121 Second Street, Hermosa Beach, CA. 9025405.10.15: Design Development Presentation 05.26.15: Planning Commission Submission 06.29.15: Planning Commission Corrections 2'-0" 1'-0" 5'-11"7 5/16"11" 11"7 5/16"11"7 3/8"11"7 5/16"11"7 5/16"F. FL. @ THIRD FLOOR: 109.47' F. FL. @ SECOND FLOOR: 100.34' F. FL. @ GARAGE DOOR: 90.765' F. FL. @ ROOF DECK: 118.97' F. FL. @ GROUND FLOOR: 91.22' F. FL. @ BASEMENT: 81.03' CRITICAL POINT #2: 125.067' MAX. ALLOWABLE 122.63' PROVIDED CRITICAL POINT #12: 123.50' MAX. ALLOWABLE 122.47' PROVIDEDCRITICAL POINT #11: 122.812' MAX. ALLOWABLE 122.47' PROVIDED INSULATION REQUIREMENTS: ROOF: R-30EXTERIOR WALLS: R-19 FLOORS: R-13 GREEN BUILDING DESIGN CHECK LIST CAT. 1, NOTE 1 INSULATION TO FILL ENTIRE CAVITY - TYPICAL INSULATION REQUIREMENTS: ROOF: R-30 EXTERIOR WALLS: R-19 FLOORS: R-13GREEN BUILDING DESIGN CHECK LIST CAT. 1, NOTE 1INSULATION TO FILL ENTIRE CAVITY - TYPICAL INSULATION REQUIREMENTS:ROOF: R-30 EXTERIOR WALLS: R-19 FLOORS: R-13 GREEN BUILDING DESIGN CHECK LIST CAT. 1, NOTE 1INSULATION TO FILL ENTIRE CAVITY - TYPICAL INSULATION REQUIREMENTS: ROOF: R-30 EXTERIOR WALLS: R-19FLOORS: R-13 GREEN BUILDING DESIGN CHECK LIST CAT. 1, NOTE 1 INSULATION TO FILL ENTIRE CAVITY - TYPICAL INSULATION REQUIREMENTS: ROOF: R-30 EXTERIOR WALLS: R-19 FLOORS: R-13 GREEN BUILDING DESIGN CHECK LIST CAT. 1, NOTE 1INSULATION TO FILL ENTIRE CAVITY - TYPICAL INSULATION REQUIREMENTS:ROOF: R-30 EXTERIOR WALLS: R-19 FLOORS: R-13 GREEN BUILDING DESIGN CHECK LIST CAT. 1, NOTE 1INSULATION TO FILL ENTIRE CAVITY - TYPICAL F. FL. @ GARAGE DOOR: 93.65' F. FL. @ FIRST FLOOR: 93.875' F. FL. @ BASEMENT: 83.54' F. FL. @ SECOND FLOOR: 103.00' F. FL. @ THIRD FLOOR: 112.125' T.O/ PARAPET: 122.63' CRITICAL POINT #1: 125.85' MAX. ALLOWABLE 122.63' PROVIDED CRITICAL POINT #3: 124.41' MAX. ALLOWABLE 123.39' PROVIDED UNDER STAIR AREA TO BE ONE HOUR RATED UNDER STAIR AREA TO BE ONE HOUR RATED PL PL SECTIONS 1/4" = 1' - 0" A3.5 1/4" = 1' - 0" BUILDING SECTION 1 NOTE: FOR ALL LANDSCAPE MATERIAL, QUANTITIES AND LAYOUT, SEE LANDSCAPE PLAN (SHT. L1.0)FOR DRIVEWAY SLOPE DIAGRAMS, SEE A1.0A FOR CONVEX SITE SLOPE ANALYSIS, SEE A1.0A U.N.O. ALL INTERIOR WALL COVERING TO BE 5/8" TYPE X DRYWALL OR TILE AS PER ELEVATION /Users/darylolesinski/Dropbox/2015 Projects/1502 2nd Street Development/1502 Project Drawing files/1502 Archicad Files/2nd Street Condominiums.plnPROJECT # 1502 June 29th, 2015PROJECT LOG:SECOND STREET CONDOMINIUMS # 1502 All the material contained within these documents are property to O+ L BUILDING PROJECTS LLC and Daryl Olesinski and are furnished in confidence for the purpose of evaluation, bidding and construction of the building described. All other uses are prohibited and any reuse or release required written permission by O+L BUILDING PROJECTS LLC and Daryl Olesinski. Any discrepancies found between the existing and described information provided shall be reported to O+ L BUILDING PROJECTS LLC. © O+ L BUILDING PROJECTS LLC 2015 OL+ BUILDING PROJECTS LLC 4509 Grand View Blvd. Los Angeles, CA. 90066 p: (310) 390 1650 03.30.15: Schematic Design Presentation Second Street Condominiums 121 Second Street, Hermosa Beach, CA. 9025405.10.15: Design Development Presentation 05.26.15: Planning Commission Submission 06.29.15: Planning Commission Corrections 5'-11"7'-6 1/4"2'-0" 1'-0" F. FL. @ GARAGE DOOR: 93.65' F. FL. @ FIRST FLOOR: 93.875' F. FL. @ BASEMENT: 83.54' F. FL. @ SECOND FLOOR: 103.00' F. FL. @ THIRD FLOOR: 112.125' T.O/ PARAPET: 122.63' FOR DRIVEWAY SLOPE ANALYSIS SEE A1.0A 95.75' 93.765' FOR DRIVEWAY SLOPE ANALYSIS SEE A1.0A 91.86' 90.65'90.53' F. FL. @ THIRD FLOOR: 109.47' F. FL. @ SECOND FLOOR: 100.34' F. FL. @ GARAGE DOOR: 90.765' F. FL. @ ROOF DECK: 118.97' F. FL. @ GROUND FLOOR: 91.22' F. FL. @ BASEMENT: 81.03' INSULATION REQUIREMENTS:ROOF: R-30 EXTERIOR WALLS: R-19 FLOORS: R-13 GREEN BUILDING DESIGN CHECK LIST CAT. 1, NOTE 1 INSULATION TO FILL ENTIRE CAVITY - TYPICAL INSULATION REQUIREMENTS: ROOF: R-30 EXTERIOR WALLS: R-19FLOORS: R-13 GREEN BUILDING DESIGN CHECK LIST CAT. 1, NOTE 1 INSULATION TO FILL ENTIRE CAVITY - TYPICAL INSULATION REQUIREMENTS: ROOF: R-30 EXTERIOR WALLS: R-19 FLOORS: R-13GREEN BUILDING DESIGN CHECK LIST CAT. 1, NOTE 1 INSULATION TO FILL ENTIRE CAVITY - TYPICAL SOUND INSULATION REQUIREMENTS: STC 52 @ ALL COMMON WALL STC 58 @ ALL COMMON FLOOR / CEILING SYSTEMS AT ALL COMMON WALLS / CEILING BETWEEN UNITS THE FOLLOWING SHALL BE MAINTAINED / PROVIDED: 1-HOUR RARED CONSTRUCTION ASSEMBLY CAULKING TO BE PROVIDED UNDER ALL SILL PLATES, AROUND ALL OUTLETS AND AT WALL ENDS. INSULATION AND FIRE PROTECTION SHALL BE CONTINIOUS BEHIND TUBS AND SHOWERS IF APPLICABLE WHERE PLUMBING FIXTURES ARE LOCATED ADAJENCT TO COMMON WALL, ALL PLUMBING SUPPLY AND WASTE IS TOBE BROUGHT TO FIXTURE THROUGH THE FLOOR ONLY INSULATION REQUIREMENTS:ROOF: R-30 EXTERIOR WALLS: R-19 FLOORS: R-13 GREEN BUILDING DESIGN CHECK LIST CAT. 1, NOTE 1INSULATION TO FILL ENTIRE CAVITY - TYPICAL INSULATION REQUIREMENTS:ROOF: R-30 EXTERIOR WALLS: R-19 FLOORS: R-13 GREEN BUILDING DESIGN CHECK LIST CAT. 1, NOTE 1 INSULATION TO FILL ENTIRE CAVITY - TYPICAL INSULATION REQUIREMENTS:ROOF: R-30 EXTERIOR WALLS: R-19 FLOORS: R-13 GREEN BUILDING DESIGN CHECK LIST CAT. 1, NOTE 1INSULATION TO FILL ENTIRE CAVITY - TYPICAL CRITICAL POINT #6: 123.33' MAX. ALLOWABLE 122.47' PROVIDED CRITICAL POINT #8: 122.60' MAX. ALLOWABLE 118.98' PROVIDED 93.17' CRITICAL POINT #5: 124.30' MAX. ALLOWABLE 123.70' PROVIDEDCRITICAL POINT #2: 125.067' MAX. ALLOWABLE 122.63' PROVIDED 7'-6 1/2"PL PL SECTIONS 1/4" = 1' - 0" A3.6 1/4" = 1' - 0" BUILDING SECTION 1 NOTE: FOR ALL LANDSCAPE MATERIAL, QUANTITIES AND LAYOUT, SEE LANDSCAPE PLAN (SHT. L1.0)FOR DRIVEWAY SLOPE DIAGRAMS, SEE A1.0A FOR CONVEX SITE SLOPE ANALYSIS, SEE A1.0A U.N.O. ALL INTERIOR WALL COVERING TO BE 5/8" TYPE X DRYWALL OR TILE AS PER ELEVATION /Users/darylolesinski/Dropbox/2015 Projects/1502 2nd Street Development/1502 Project Drawing files/1502 Archicad Files/2nd Street Condominiums.plnPROJECT # 1502 June 29th, 2015PROJECT LOG:SECOND STREET CONDOMINIUMS # 1502 All the material contained within these documents are property to O+ L BUILDING PROJECTS LLC and Daryl Olesinski and are furnished in confidence for the purpose of evaluation, bidding and construction of the building described. All other uses are prohibited and any reuse or release required written permission by O+L BUILDING PROJECTS LLC and Daryl Olesinski. Any discrepancies found between the existing and described information provided shall be reported to O+ L BUILDING PROJECTS LLC. © O+ L BUILDING PROJECTS LLC 2015 OL+ BUILDING PROJECTS LLC 4509 Grand View Blvd. Los Angeles, CA. 90066 p: (310) 390 1650 03.30.15: Schematic Design Presentation Second Street Condominiums 121 Second Street, Hermosa Beach, CA. 9025405.10.15: Design Development Presentation 05.26.15: Planning Commission Submission 06.29.15: Planning Commission Corrections NEIGHBORING RESIDENCE NEIGHBORING RESIDENCE 91 . 8 9 ' P . C .91.84' P.C.95 . 3 4 ' P . C .96.41' P.C.95.00'94.50'94.00'94.00'94.50'95.00'93.50'93.50'93.00'93.00'92.00'92.50'92.50'92.00'95.50'95.50'96.00'96.00' PLANT TYPE: PERENNIALCOMMON NAME: NEW ZEALAND FLAX BOTANICAL NAME: PHORMIUM TENAX SIZE: 15 GA.QUANTITY: 4 PLANT TYPE: PERENNIAL COMMON NAME: FEATHER GRASS BOTANICAL NAME: STIPA PULCHRASIZE: 1 GA. QUANTITY: 91 24" HIGH BOARD FORM CONCRETE RETAININGWALL AS PER SITE PLAN CONCRETE WALKWAY / STEPS W/ PERMEABLE SURFACE BETWEEN AS PER A1.0 3/4" CRUSHED GRAVEL - TYPICAL 3/4" CRUSHED GRAVEL - TYPICAL PLANT TYPE: TREE COMMON NAME: OLIVEBOTANICAL NAME: OLEA EUROPAEASIZE: 36" BOX. QUANTITY: 2 PLANT TYPE: SHRUBCOMMON NAME: BAMBOO BOTANICAL NAME: CHUSQUEA CORONALIS: 15 GAL.QUANTITY: 6NOTE: PLANTING TOBE LOCATED IN LIGHT WELL PLANT TYPE: PERENNIAL COMMON NAME: NEW ZEALAND FLAX BOTANICAL NAME: PHORMIUM TENAXSIZE: 15 GA. QUANTITY: 2 PLANT TYPE: SHRUBCOMMON NAME: BAMBOO BOTANICAL NAME: CHUSQUEA CORONALIS: 15 GAL.QUANTITY: 17 PLANT TYPE: PERENNIAL COMMON NAME: FEATHER GRASS BOTANICAL NAME: STIPA PULCHRASIZE: 1 GA. QUANTITY: 42 PLANT TYPE: SHRUB COMMON NAME: BAMBOOBOTANICAL NAME: CHUSQUEA CORONALIS: 15 GAL. QUANTITY: 6NOTE: PLANTING TO BE LOCATED IN LIGHT WELL PLANT TYPE: PERENNIAL COMMON NAME: CHINESE FOUNTAIN GRASS BOTANICAL NAME: PENNISETUM ORIENTLESIZE: 5 GA. QUANTITY: 40 PLANT TYPE: PERENNIAL COMMON NAME: CHINESE FOUNTAIN GRASS BOTANICAL NAME: PENNISETUM ORIENTLESIZE: 5 GA. QUANTITY: 40 PLANT TYPE: PERENNIAL COMMON NAME: CHINESE FOUNTAIN GRASS BOTANICAL NAME: PENNISETUM ORIENTLESIZE: 1 GA. QUANTITY: 5 CONC.PAD CONC.PAD OPEN TO LIGHTWELL BELOWOPEN TO LIGHTWELL BELOW CONC.PAD CONC.PAD N 77° 50' 31" E 99.95' EXISTING NEIGHBORING PROPERTY 42" HIGH CMU W/STUCCO WALL TO REMAIN 42" HIGH BOARD FORM CONCRETE RETAINING WALL AS PER SITE PLAN42" HIGH BOARD FORM CONCRETE RETAINING WALL AS PER SITE PLAN MAX. 42" HIGH BOARD FORM CONCRETE SITE WALL AS PER SITE PLAN SEE ELEVATION AS WALL ELEVATION TAPERS WITH SLOPE OF STREET CONCRETE WALKWAY / STEPS W/ PERMEABLE SURFACE BETWEEN AS PER A1.0 CONCRETE DRIVEWAY W/ PERMEABLESURFACE BETWEEN AS PER A1.0CONCRETE DRIVEWAY W/ PERMEABLESURFACE BETWEEN AS PER A1.0REGIONAL EVALU.WATER NEEDSSYMBOLVEGETATIONTYPEBOTANICALNAMECOMMON NAME LANDSCAPE PLANTING SPECIFICATIONS SIZE DIAMETER(PLNTING MATURE)HEGHT(PLNTING MATURE)QUANTITY STIPA PULCHRA FEATHER GRASS VL 1 GA.10"10"80 PHORMIUMTENAXPERENNIAL NEW ZEALANDFLAX L 15 GA.30"48"6 PERENNIAL TREE CHUSQUEACORONALIS BAMBOO L 5 GA.24"96"29 PERENNIAL OLEA EUROPAEASIZEWILSONII OLIVE TREE L 36"60"84"2 LANDSCAPE AREA CALCULATIONS: LOT AREA: BUILDING FOOTPRINT:HARDSCAPE AREA:LANDSCAPE AREA:PERMEABLE AREA: 2,998.50 SQ. FT. 1,552.00.00 SQ. FT. 668.50 SQ. FT. 778.00 SQ. FT. LANDSCAPE IRRIGATION NOTES: 1. ALL LANDSCAPE AREAS ARE TO BE IRRIGATED BY AN AUTOMATIC IRRIGATION SYSTEM AS PER HBMC 8.56 AND 8.602. IRRIGATION SYSTEM TO BE A DRIP SYSTEM WITH ALL CONTROLS AS PER HBMC 8.56 AND 8.60 3. PLANTED AREAS SHALL BE COVERED WITH A MINIMUM OF (2) INCHES OF ORGANIC MULCH, EXCEPT IN AREAS COVERED BY GROUND COVERSOR WITHIN TWENTY FOUR (24) INCHES OF BASE OF A TREE, OR WHERE A REDUCED APPLICATION IS INDICATED. ADDITIONAL MULCH MATERIALSHALL BE ADDED FROM TIME TO TIME AS NECESSARY TO MAINTAIN THE REQUIRED DEPTH OF MULCH. PHORMIUMTENAXPERENNIAL NEW ZEALANDFLAX L 1 GA.15"24"5 PERENNIAL PENNISETUMORIENTAL CHINESEFOUNTAIN GRASS L 5 GA.24"24"133 778.00 SQ. FT. LANDSCAPE PLAN 1/8" = 1' - 0" L1.0 NLANDSCAPE PLAN 1/8" = 1' - 0" LANDSCAPE PLAN NOTES 1. ALL LANDSCAPE AREAS ARE TO BE IRRIGATED BY AN AUTOMATIC IRRIGATION SYSTEM AS PER HBMC 8.56 AND 8.60 2. PLANTED AREAS SHALL BE COVERED WITH A MINIMUM OF (2) INCHES OF ORGANIC MULCH, EXCEPT IN AREAS COVERED BY GROUNDCOVERS OR WITHIN TWENTY FOUR (24) INCHES OF BASE OF A TREE, OR WHERE A REDUCED APPLICATION IS INDICATED. ADDITIONAL MULCH MATERIAL SHALL BE ADDED FROM TIME TO TIME AS NECESSARY TO MAINTAIN THE REQUIRED DEPTH OF MULCH.         LANDSCAPE PLAN NOTES: FOR ALL DRAINAGE INFORMATION, SEE SHEETS C1 AND C2 DRIVEWAY PROFILE - SEE SHT. C1 AND C2 NOTE: DRIVEWAY SLOPE CERTIFICATION FROM A LICENSED SURVEYOR OR CIVIL ENGINEER SHALL BE REQUIRED TO VERIFY THAT THE GRADE ELEVATION OF THE PARKING/GARAGE SLAB IS CONSISTENT WITH THE ELEVATION OF THE APPROVED PLANS. THIS ELEVATION CERTIFICATION SHALL BE REQUIRED BEFORE THE BUILDING INSPECTOR APPROVES THE FORMS FOR POURING CONCRETE FOR THE GARAGE SLABS AND OR DRIVEWAY. PLAN Hermosa - Schedule General Plan + LCP Environmental Impact Report Meetings + Outreach 7/16 – Council/Planning Commission Study Session 7/22 – Working Group Meeting – coastal resources 7/31 – Release NOP (30 day review period) 8/4 – Working Group Meeting – character, health, and sustainability 8/14 – All Draft GP/LCP Sections Due (Internal Deadline) 8/18 – Hold EIR Scoping Meeting (during/in advance of PC meeting) 8/21 – Deliver Admin Draft Plan to City 9/14 (week of ) – Meet with City Departments for Review of Admin Draft 9/17 – City Provides Consolidated Comments on Admin Draft Plan 10/9 – Admin Draft EIR Sections Drafted (Internal Deadline) 10/9 – Screencheck Draft GP/LCP to City 10/19 (week of ) - Working Group Meeting 10/19 (week of ) - Coastal meeting 10/19(week of ) - TAC Meeting (or one on ones) 10/23 – Admin Draft EIR to City 11/20 – Release Draft GP/LCP 11/19 – City Comments on Admin Draft EIR 12/7 (week of) - Community Workshop (or booth at community event) 12/18 - Release Draft EIR 2016 – Initiate Boards and Commission Reviews Grant Deadlines:  LCP Grant – 4/30/16  SGC Grant – 8/8/16 Tentative Future Agenda PLANNING COMMISSION City of Hermosa Beach AUGUST 18, 2015 7:00 P.M. Project Title Public Notice Meeting Date Date Rec’d Remarks  1200 Artesia Boulevard — Conditional Use Permit for Verizon Wireless 8/6 8/18  1220 Hermosa Avenue, Laurel Tavern — Conditional Use Permit Amendment for a restaurant with on-sale general alcohol 8/6 8/18  832 Loma Drive— Conditional Use Permit, Precise Development Plan & Vesting Tentative Parcel Map #73489 for a 2-unit condominium. 8/6 8/18  513, 515 & 517 Prospect Avenue— Conditional Use Permit, Precise Development Plan & Vesting Tentative Parcel Map #73629 for a 2-unit condominium. 8/6 8/18  Provide the semi-annual Conditional Use Permit review staff report as an informational item (per December 3, 2014 Planning Commission action). 8/18  Review of Fiscal Year 2015-2016 Capital Improvement Program (CIP) for conformance with the City’s General Plan. 8/18 f:b95\cd\wpc - future agenda 7/15/15 9g 1 REVISED CITY OF HERMOSA BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION MAY, 2015 MONTHLY REVENUE REPORT NUMBER OF PERMITS TYPE OF ACTIVITY CURRENT MONTH THIS MONTH LAST FY FY TO DATE LAST FY TO DATE LAST FY TOTAL Building 44 52 479 465 519 Plumbing 24 28 272 269 312 Mechanical 17 8 154 137 157 Electric 24 21 292 263 294 Plan Check 21 19 249 255 276 Sewer Use 2 6 14 19 21 Res. Bldg. Reports 22 29 238 264 299 Parks & Recreation 0 0 0 1 1 In Lieu Parks & Rec 7 7 18 20 22 Board of Appeals 0 0 0 0 0 Sign Review 2 1 23 24 31 Fire Flow Fees 13 12 73 67 80 Legal Determination 0 0 0 0 0 Zoning Appeals 0 0 0 0 0 Temporary Sign 1 6 16 16 17 Gen. Plan Maintenance 15 13 73 63 75 TOTALS 192 202 1,901 1,863 2,104 FEES COLLECTED TYPE OF FEE CURRENT MONTH THIS MONTH LAST FY FY TO DATE LAST FY TO DATE LAST FY TOTAL Building $82,979.79 $81,966.82 $477,028.54 $463,854.78 $542,261.20 Plumbing $4,807.00 $10,892.00 $58,565.10 $72,573.40 $85,891.40 Mechanical $3,725.00 $2,015.00 $31,800.20 $25,623.80 $29,715.80 Electric $6,633.00 $6,161.00 $69,787.00 $60,298.32 $69,263.32 Plan Check $32,633.30 $26,632.08 $455,193.90 $429,612.97 $452,861.20 Sewer Use $18,581.85 $10,606.00 $59,086.35 $34,684.00 $36,990.00 Res. Bldg. Reports $3,036.00 $3,944.00 $32,778.00 $35,986.00 $40,746.00 Parks & Recreation $0.00 $0.00 $0.00 $7,019.00 $7,019.00 In Lieu Parks & Rec. $62,753.00 $77,673.00 $160,823.00 $261,851.00 $276,005.00 Board of Appeals $0.00 $0.00 $0.00 $0.00 $0.00 Sign Review $1,058.00 $520.00 $11,472.00 $12,656.50 $16,448.50 Fire Flow Fees $4,011.18 $3,261.60 $16,009.30 $14,825.34 $17,295.12 Legal Determination $0.00 $0.00 $0.00 $0.00 $0.00 Zoning Appeals $0.00 $0.00 $0.00 $0.00 $0.00 Temporary Sign $87.00 $516.00 $1,388.00 $1,375.00 $1,461.00 Gen. Plan Maintenance $20,010.00 $18,483.00 $92,877.00 $83,946.00 $99,873.00 TOTALS $240,315.12 $242,670.50 $1,466,808.39 $1,504,306.11 $1,675,830.54 2 CITY OF HERMOSA BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION BUILDING PERMITS ISSUED REPORT MONTH OF MAY, 2015 TYPE OF STRUCTURE PERMITS DWELLING UNITS VALUATION 1 101 New Single Family Houses Detached 9 9 $4,630,648.74 2 102 New Single Family Houses Attached 1 2 $883,619.42 3 103 New Two Family Buildings 4 104 New 3 or 4 Family Buildings 5 105 New 5 or More Family Buildings 6 213 New Hotels/Motels 7 214 New Other Non Housekeeping 8 318 New Amusement & Recreation 9 319 New Churchs/Other 10 320 New Industrial Buildings 11 321 New Parking Garages. 12 322 New Service Stations/Repair Garages 13 323 New Hospitals/Other Institutional 14 324 New Offices/Banks 15 325 New Public Works/Utility Buildings 16 326 New Schools/Other Educational 17 327 New Stores/Other Merch Bldgs. 1 $214,902.09 18 328 New Other Non Residential Buildings 19 329 New Structures Other Than Building 3 $54,500 20 434 Add/Alter Dwelling/Pools 23 $1,040,634.05 21 437 Add/Alter Non Residential 5 $99,500 22 438 Residential Garages/Carports 23 645 Demolition - Single Family Houses 24 646 Demolition - 2-Family Buildings 25 647 Demolition - 3-4 Family Buildings 26 648 Demolition - 5+ Family Buildings 27 649 Demolition - All Other Buildings 28 434 Solar System (No Fee Permit) 42 $6,923,804.30 TOTAL UNITS ADDED FY 2014-15 TO DATE: 44 TOTAL UNITS DEMOLISHED/LOST FY TO DATE: 54 (See Attached List) TOTAL NET UNITS FY TO DATE: -10 FY 2011-12 FY 2012-13 FY 2013-14 Total New Dwelling Units: 53 Total Demolished/Lost Units: 48 Net Unit: 5 Total New Dwelling Units: 16 Total New Dwelling Units: 34 Total Demolished/Lost Units: 24 Total Demolished/Lost Units: 25 Net Units: -8 Net Units: 9 3 Dwelling Units Demolished/Lost as of May, 2015 (FY 2014-15) ADDRESS TYPE PERMIT DATE PERMIT NO. NO. OF UNIT 1527 Silver Street. Demolish a Single Family House 7/10/14 B14-00304 1 108 35th Street Demolish a Single Family House 7/10/14 B14-00305 1 2035 Prospect Avenue Demolish a Single Family House 7/17/14 B14-00311 1 121 Longfellow Avenue Demolish a Duplex 7/21/14 B14-00315 2 253 31st Street Demolish a Single Family House 8/5/14 B14-00338 1 259 31st Street Demolish a Single Family House 8/5/14 B14-00339 1 1617 Hermosa Avenue Demolish a Single Family House 9/4/14 B14-00380 1 323 Longfellow Avenue Demolish a Duplex 9/10/14 B14-00387 2 1901 Manhattan Avenue Demolish a Single Family House 9/10/14 B14-00392 1 132 33rd Street Demolish a Duplex 9/15/14 B14-00399 2 2215 Manhattan Avenue Demolish a Duplex 9/16/14 B14-00407 2 1232 3rd Street Demolish a Single Family House 9/18/14 B14-00378 1 322 31st Street Demolish a Single Family House 11/5/14 B14-00479 1 3122 Hermosa Avenue Convert Duplex to Single House 12/2/14 B13-00526 1 930 6th Street Demolish a Duplex 12/8/14 B14-00523 2 1818 Pacific Coast Hwy Demolish a Mixed-Use Building Including A 2-Unit Apartment 12/10/14 B14-00526 2 1830 Pacific Coast Hwy Demolish a Single Family House 12/10/14 B14-00527 1 1834 Pacific Coast Hwy Demolish 1 of 3 Units on Lot 12/10/14 B14-00528 1 1834 Pacific Coast Hwy Demolish 2 of 3 Units on Lot 12/10/14 B14-00529 2 438 Hermosa Avenue Demolish 1 of 2 Units on Lot 12/11/14 B14-00530 1 438 Hermosa Avenue Demolish 1 of 2 Units on Lot 12/11/14 B14-00531 1 1720 Prospect Avenue Demolish a Duplex 12/18/14 B14-00538 2 2056 Hermosa Avenue Demolish a Single Family House 1/15/15 B15-00020 1 535 Hollowell Avenue Demolish a Single Family House 1/22/15 B15-00035 1 1230 1st Street Demolish a Single Family House 1/27/15 B15-00041 1 657 5th Street Demolish a Duplex 2/4/15 B15-00054 2 1312 Owosso Avenue Demolish a Single Family House 2/17/15 B15-00065 1 435 29th Street Demolish a Single Family House 2/19/15 B15-00073 1 1214 10th Street Demolish a Single Family House 2/25/15 B15-00080 1 401 31st Street Demolish a Single Family House 3/4/15 B15-00088 1 1954 Bayview Drive Demolish a Single Family House 3/30/15 B15-00129 1 2966 La Carlita Place Demolish a Single Family House 3/31/15 B15-00122 1 1222 7th Place Demolish a Single Family House 3/31/15 B15-00134 1 140 34th Street Demolish a Single Family House 4/2/15 B15-00142 1 4 651 10th Street Demolish a Single Family House 4/15/15 B15-00169 1 339 27th Street Demolish a Single Family House 4/21/15 B15-00185 1 218 The Strand Demolish a Duplex 4/21/15 B15-00186 2 2427 Silverstrand Avenue Demolish a Single Family House 4/28/15 B15-00200 1 605 Longfellow Avenue Demolish a Duplex 4/16/15 B15-00173 2 609 Longfellow Avenue Demolish a Duplex 4/16/15 B15-00174 2 613 Longfellow Avenue Demolish a Duplex 4/16/15 B15-00176 2 Total Units Demolished/Lost: 54 5 June 4, 2015 HONORABLE MAYOR and MEMBERS of Regular Meeting of HERMOSA BEACH CITY COUNCIL June 23, 2015 ACTIVITY REPORT COMMUNITY DEVELOPMENT DEPARTMENT - PLANNING DIVISION MAY, 2015 STAFF REPORT PREPARED SUBJECT THIS MONTH THIS MONTH LAST FY FY TO DATE LAST FY TO DATE LAST FY TOTAL Appeal / Reconsideration 0 0 4 4 4 Conditional Use Permit (C.U.P.) - Condominiums 1 1 13 14 16 Conditional Use Permit (C.U.P.) - Commercial 1 0 3 7 7 C.U.P. / Precise Development Plan Amendment 0 0 1 2 2 Conditional Use Permit Modification / Revocation 0 0 0 0 0 Conditional Use Permit / Map Extension 0 0 0 2 2 Environmental Impact Report 0 0 0 0 0 Final Map 1 0 13 7 7 General Plan Amendment 2 0 10 1 1 Height Limit Exception 0 0 0 0 0 Lot Line Adjustment 0 0 0 0 0 Precise Development Plan 0 1 6 3 5 Parking Plan 2 0 6 1 1 Vesting Tentative Parcel Map 0 0 0 0 0 Text Amendment 0 1 14 8 8 Transit 0 0 0 1 1 Variance 0 0 0 0 0 Zone Change 0 0 0 0 0 Miscellaneous 7 7 97 80 86 Total Reports Prepared 14 10 167 130 140 NOTE: A staff report may be written for one or more of the items listed above, but it will be listed and counted only once. Easy Reader Run Date: July 9, 2015 DISPLAY Acct: 7010-2110 City of Hermosa Beach PUBLIC NOTICE NOTICE IS HEREBY GIVEN that the Planning Commission of the City of Hermosa Beach shall hold a public hearing on Tuesday, July 21, 2015, to consider the following: 1. Conditional Use Permit, Precise Development Plan and Vesting Tentative Parcel Map No. 73452 for a two- unit residential condominium at 121 2nd Street, and determination that the project is Categorically Exempt from the California Environmental Quality Act. 2. Conditional Use Permit and Planned Development Permit to construct and operate an unmanned wireless telecommunications facility adjacent to the Kiwanis building at 2515 Valley Drive. The project consists of two (2) 35 foot high/2 foot diameter flagpoles (including the replacement of one existing flagpole) containing a total of six (6) antennas and six (6) tower mounted amplifiers, and removing and replacing an existing trash enclosure and installation of six (6) equipment cabinets and trash bin within the new trash enclosure; and determination that the project is Categorically Exempt from the California Environmental Quality Act. 3. Text Amendment to the Municipal Code regarding expedited permitting process for small residential roof top solar energy systems and determination that the project is Categorically Exempt from the California Environmental Quality Act. SAID PUBLIC HEARINGS shall be held at 7:00 P.M., or as soon thereafter as the matter may be heard, in the City Council Chambers, City Hall, 1315 Valley Drive, Hermosa Beach, CA 90254. ANY AND ALL PERSONS interested are invited to participate and speak at these hearings at the above time and place. For inclusion in the agenda packet to be distributed, written comments of interested parties should be submitted to the Community Development Department, Planning Division, in care of City Hall at 1315 Valley Drive, Hermosa Beach, CA 90254 prior to Thursday, July 16, 2015, at 12:00 noon. All written testimony by any interested party will be accepted prior to or at the scheduled time on the agenda for the matter. IF YOU CHALLENGE the above matter(s) in court, you may be limited to raising only those issues you or someone else raised at the public hearing described in this notice, or in written correspondence delivered to the Community Development Department, Planning Division, at, or prior to, the public hearing. FOR FURTHER INFORMATION, please contact the Community Development Department, Planning Division, at (310) 318-0242 or fax to (310) 937-6235. The Department is open from 7:00 a.m. to 6:00 p.m. Monday through Thursday. Please contact a staff planner to discuss any project on the Planning Commission agenda. A copy of the staff report(s) in the Planning Commission packet will be available for public review at the end of the business day on Thursday, July 16, 2015, at the Hermosa Beach Police Department, Public Library, and on the City’s website at www.hermosabch.org. Relevant Municipal Code sections are also available on the website. Elaine Doerfling City Clerk f:95\cclerk\legads\display\2015\planning\pc07-21-15 2515 Valley Dr - WirelessZone: OS 121 2nd St - 2 unit CondoZone: R-3 ± Projects Zoning MapPlanning Commission Meeting July 21, 2015 ZONING DESIGNATIONS R-1 ONE FAMILY RESIDENTIAL R-1A LIMITED ONE-FAMILY RESIDENTIAL R-2 TWO-FAMILY RESIDENTIAL R-2B LIMITED MULTIPLE FAMILY RESIDENTIAL R-3 MULTIPLE FAMILY RESIDENTIAL R-P RESIDENTIAL-PROFESSIONAL RPD RESIDENTIAL PLANNED DEVELOPMENT R-3PD MULTIPLE FAMILY PLANNED DEVELOPMENT C-1 NEIGHBORHOOD COMMERCIAL C-2 RESTRICTED COMMERCIAL C-3 GENERAL COMMERCIAL C-3/AH-O GENERAL COMMERCIAL AFFORDABLE HOUSING OVERLAY M-1 LIGHT MANUFACTURING OS OPEN SPACE OS-1 RESTRICTED OPEN SPACE OS-2 RESTRICTED OPEN SPACE OS-O OPEN SPACE OVERLAY MHP MOBILE HOME PARK SPA SPECIFIC PLAN AREA (RESIDENTIAL USES) SPA SPECIFIC PLAN AREA (COMMERCIAL USES)