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5-17-2021_PC PACKET.pdf
LUNA0 Demery Bishop Ron Bossick Marie Gooding iwsan Hill Elaine T. McGruder David McNaughton I Whitley Reynolds A. Call to order: N11TA MMILTITHIM1,16-IN v-swazanir r. t, E T E ur ei v- t E i vT— i i n a- George Shaw Planning Commission Meeting AGENDA May 17, 2021— 7:00 p.m. For City Council Meeting June 10, 2021— 7:00p.m. B. Consideration of Minutes: 1. Minutes of April 19, 2021 C. Disclosures/Recusals: D. Old Business: 1. TEXT AMENDMENT: Amendment to Tree Ordinance. E. New Business: rot Im � # I [WilmX110 11 , 2. VARIANCE: build second set of stairs in setback after addition and reduce J!reenspace 1209 Butler Ave. -40007 07008—Zone R-2—Jeff Cramer. 3. SITE PLAN APPROVAL: Add walk in cooler & renovate deck -106 S. Campbell Ave. - 40003 04006—Zone C -2 -Ricardo A. Ochoa. 4. SITE PLAN WITH VARIANCE: Replace existing building and reduce setback along 8th Street to zero feet -714 Lovell Ave. -Annex -40005 22001—Zone R-I-B—Tybee Island Maritime Academy. F. Discussions: Adjournment: Lisa L. Schaaf Planning Commission Meeting MINUTES April 19, 2021 Chair Bishop called the April 19, 2021 Tybee Island Planning Commissi Commissioners present were Marie Gooding, Susan )'Till, Elaine T. Mci and J. Whitley Reynolds. Vice Chair Ron Bossick was absent. Consideration of Minutes: Chair Demery Bishop asked for consi T. McGruder motion made a motion to was unanimous. DisclosureslRecusals: Chair Bishop asked if there were any Old Business: Chair Bishop New Business: TEXT AMENDMENT: Ami George Shaw approached the program the City of Tybee is a membeii our codes and recommended changes b ductwork and HVAC systems one foot the structure. George Shaw comment and he also recom to order. McNaughton February 22, 2`021 meeting minutes. Commissioner Elaine nissioner Whitley Reynolds seconded. The vote to approve sures or xecusas. i nere were none. to Flood Ordinance. Sec. 8-060 to Sec. 8- 230. ►mmission and stated the Community Rating System which is a that helps reduce flood insurance rates. He stated they also review move manufactured homes in the V zone area. And having all eve base flood meeting the same freeboard requirement as the rest of the changes to the state flood plain manager for his review and o definition changes which are part of the state laws which we did not have in ours. Commissioner Susan Hill asked if striking out the manufactured homes wording in item 11 will conflict with section 8 that also talks about manufactured homes. George Shaw stated that section 11 is specifically referencing structures in the V zone and section 8-190 are structures in the other parts of the Island. Commissioner Elaine T. McGruder made a motion to approve. Commissioner J. Whitley Reynolds seconded. The vote to approve was unanimous. TEXT AMENDMENT: Amendment to Tree Ordinance George Shaw approached the Planning Commission and stated the City had a situation with a customer who had a legitimate tree permit for the site but when the contractor did the work they removed trees that were not permitted. So from that issue City Council asked Mr. Hughes to come up with some language to strengthen the ordinance. And this is what we have in front of us today. Added penalties and having someone from the City to be on site if more than five trees are to be cut. Chair Demery Bishop asked if we would have the enforcement capability to monitor this issue. George Shaw stated it will be an adjustment but we will do what we can. Demery Bishop asked in proposed section (E) it states the word convictions and to me this is criminal not a civil act, will this be a criminal act. George Shaw stated it is not a criminal matter and he will speak to the attorney to see if it will matter. Dale Williams who lives at 1101 Second Avenue Tybee Island, approached the Planning Commission and stated this developer who involved in the clear-cut was the same one that is developing on the lot behind us. So we were a little bit concerned. Fortunately the owner helped us understand what trees were staying and what ones were going. He stated then he decided he would look into tree ordinance and he noticed a lot of fuzziness and confusion. He stated there is an urgency to make some changes mainly in prevention. He gave Planning Commission member and staff a list of recommendations to consider. Marie Rodriguez who lives at 713 Jones Avenue Tybee Island approached the Planning Commission and stated she heard that on the homes that are being raised all the trees and shrubs on the property would have to be moved. George Shaw stated that some of the homes might need a tree or two removed not necessarily all the trees, i only the ones that would get in the way of the lifting. And if they do have to remove any they would have to be justified by following the same procedures and getting a tree removal permit. Commissioner David McNaughton stated this should be sent back for some changes and additions and brought back. Commissioner David McNaughton made a motion to continue and revise to consider Planning Commission members thoughts and Mr. Wil May 17, 2021 Planning Commission meeting. Commissioner Elaine T. approve was unanimous. Discussions: Commissioner David McNaugl construction on Tybee and thinking about the services. And he wanted to ask Planning Conn slow it down to protect our infrastructure. Mai Commissioner David McNaughton stated he Chair Demery Bishop ask 6:30pm instead of 7:00pm. forward t Adjourn Lisa L. S stated he has > ase demand for on if they have workshop. All send a letter tc n members if tl the tions and brought back to the seconded. The vote to at the exblosion in ater and sewerage and other terest in brainstorming ideas to anning Commissioners agreed. ity Council for approval or denial. like to start the meetings at and George Shaw stated he will APPLICANT: City of Tybee Island OWNER: N/A EXISTING USE: N/A PROPOSED USE: N/A ZONING: N/A USE PERMITTED BY RIGHT: N/A CO TY CHARACTER MAP: N/A APPLICATION: Amendment to Article 7, Tree removal regulations. PROPOSAL: To strengthen penalties for violation of this ordinance and require staff supervision when 5 or more trees are being removed from a site. ANALYSIS: This amendment can cause the inability to receive future tree permits for repeat violations of this article and can cause the inability to receive future building permits for cutting trees without a permit. Additionally requires staff supervision for cutting 5 for more trees on a site. STAFF FINDING This should help deter violations of this article. ATTACHMENTS A. Amendment n This Staff Report was prepared by George Shaw. ORDINANCE NO. 2021-17 AN ORDINANCE TO AMEND THE CODE OF ORDINANCES OF THE CITY OF TYBEE ISLAND SO AS TO INCLUDE PROVISIONS REGARDING APPLICATINS FOR TREE REMOVAL PERMITS, INS?ECTION OF TREE REMOVAL ACTIVITIES, PENALITIES FOR IMPROPER TREE REMOVAL AND TO REPEAL INCONSISTENT OR CONFLICTING ORDINANCES AND TO ESTABLISH AN EFFECTIVE DATE WHEREAS, the duly elected governing authority for the City of Tybee Island, Georgia, is authorized under Article 9, Section 2, Paragraph 3 of the Constitution of the State of Georgia to adopt reasonable ordinance to protect and improve the public health, safety, and welfare of the citizens of Tybee Island, Georgia, and WHEREAS, the duly elected governing authority for the City of Tybee Island, Georgia, is the Mayor and Council thereof; and WHEREAS, the governing authority desires to adopt ordinances under its police and home rule powers; and WHEREAS, it is desirable that the requirements be established for tree removal so as to ensure that sufficient trees and vegetation remain on any developed parcel of land and that those individuals perm=forming tree removal do so in a professional and responsible manner and; WHEREAS it has become iiortant to ensure that the Dermittin2 ani impltmentatimi #f trte re more preventable; and - NOW THEREFOR.E, it is hereby ordained by the governing authority of the City of Tybee Island duly assembled as follows: Formatted: Font: Bold SECTION I Existing Tybee Code Sections identified as Article VII of Appendix A -Land Development Code "Tree Removal Regulations" Section 7-040 is hereby repeals in its entirety and is replaced with the Code Section hereinafter set forth below: Sec 7-040 — Building permit required. Any person desiring to clear land or remove trees to a density below that required in Sec 7-050 or remove a significant tree pursuant to this article shall apply for a building permit from the City. See Sec 9-03o and Section 5-040 of this Land Development Code for requirements and application procedure. A tree surrey must be submitted before a permit can be issued. All applications for tree removal permit approval must also include the below as well as comply with Sego. 0 of Article LX — Building Regulations in the Land Development Code: ti) AcKnowlea mens mine monliormg reQuire erii seI Io m pec -6> o anCl ----[InFormatted: List Paragraph, Numbered + Level: 1 + COnsegllences of failing to ensure Such monitorinE which may result in the Numbering Style: 1, 2, 3, ... + Start at: 1 + Alignment: Left + Aligned at 0.5" + Indent at: 0.75' inability to obtain permit in the future- (2) A statement that the application accepts responsibility to ensure the tree removal is pursuant to all applicable code sections and that the applicant has informed the contractor performing the work of the monitoring requirement d the consequences of failing to adhere to the monitoring regniremen ( )3� The application is signed by the contractor as well as the o erg_ Formatted: Font: Georgia, l2 pt (Ord. No. 12-2-12,4-26-2012) SECTION II Existing Tybee Code Sections identified as Article VII of Appendix A -Land Development Code "Tree Removal Regulations" Sec 7-050 is hereby amended with the addition of Subsection (E) which provides as follows: (E) In The event an application for removal would seek to remove any tree in th Formatted: Line spacing: 1.5 lines City right -of --way: any si Ilificant trees or __three or more otherwise Formatted: Font: Bold permit -ap-plication—n-ermil and all gDWjgghjr-=il j*Qn r i ances their tree removal pumit, all awn eLMMt give seventv-two(72) hours' notice to I pri_o__r__to removinp-. m# live �eetoallQw the Cih,time to arrange -for a M- r"resentat usent at theremoyaL I (Ord. No. 12-2012,4-26-2012) I SECTION III Existing Tybee Code Sections identified as Article VII of Appendix A -Land Development Code "Tree Removal Regulations" Sec 7-ogo is hereby amended with the addition of Subsections (D) and (E) which provides as follows: (D) Any person who has been adjudged to have violated previous tree removal permits two or more times within three years may be denied future tree removalpermits pursuant to Section -040 ormy other permit under the land Development Code for up to three (.,A) years and may further be subject to additional restrictions or requirements for any future permit issued. (E) Anv person who has violated the ordinance by removing trees withogLa-permit for removal, either directly or indirectly, including an owner or contractor and in addition to all other penalties, fines or sentences iMDosed, shall not be eligible for a building r rtthe umit t�mslw h date of an adver- e ki ication a -�Iinst -mQ s the applicant for an unpermitted removal. The Mayor and Council mU all a permit in cases of extreme hardship only, notwithstanding the foregoing. ISee. 7-ogo - Penalties for unlawful tree removal. (Ord. No. 12-2012,4-26-2012) All ordinance and parts of ordinances in conflict herewith are expressly repealed. SECTION V It is the intention of the governing body, and it is hereby ordained, that the provisions of this ordinance shall become effective and be made a part of the Code of Ordinance, City of Tybee Island, Georgia, and the sections of this ordinance may be renumbered to accomplished such intention, This Ordinance shall become effective on ADOPTED THIS DAY OF ATTEST: CLERK OF COUNCIL FIRST READING: SECOND READING: day of , 2021. Formatted: Font: Bold Formatted: Font: Bold EXISTING USE: Single family dwelling ��� 11 "I'll, !111!!! 11111111111111 11111 1111 1 13 11 M1 0 1 �� i i APPLICATION: Zoning Variance (5-090) from Section 3-090 Schedule of development regulations. PROPOSAL: The applicant is requesting setback variance of 4'8" to add a set of stairs to the proposed second floor addition. An additional variance is requested to reduce the required greenspace from 65% to 61% caused by the wider driveway and encroaching stairway. ANALYSIS: The applicant is requesting the variance to avoid the second set of stairs from taking up livable space and a variance to reduce the required greenspace in the setbacks. Variance standards require that the applicant meet the following conditions: (1) That there are unique physical circumstances or conditions beyond that of surrounding properties, including irregularity, narrowness, or shallowness of the lot size or shape, or exceptional topographical or other physical conditions, or considerations related to the environment or the safety, or to historical significance, that is peculiar to the particular property; and, (2) That because of such physical circumstances or conditions, the property cannot be developed in strict conformity with the provisions of this Land Development Code, without undue hardship to the property. (3) A nonconforming use or structure does not constitute a unique physical circumstance, condition, or consideration. This variance does not meet the above criteria. The applicant would like more indoor living space but as the property is already developed there is no hardship. A second set of stairs, either traditional or spiral could fit within the setbacks. If the stairs were built within the setbacks and the driveway left alone no greenspace variance would be necessary. The Comprehensive Plan describes the Inland Cottage Neighborhood as follows: This character area describes the traditional neighborhood along the west side of Butler, which contains narrow, tree -lined streets laid out in a grid pattern. The area is varied in land use as it contains permanent residential properties, multi family homes, rental properties, parks, low -impact commercial establishments, and public buildings. Comprehensive Plan — Community Character Area The Inland Cotta e Neighborhoo° Sec. 1.2.6 Recommended Development Strategies 1. New development, redevelopment, and restoration should be consistent with the existing character of the area in terms of mass, scale, use and density 2. Permit only compatible uses including low density residential, public/institutional, and low impact commercial 3.Pe �Io and implement design and architectural standards __ 4. Implement streetscape improvement to improve the pedestrian/bicycle environment and encourage safety and mobility 5. Historic structures in this area should be restored and/or reserved whenever ossible. 6. The City should movide aDDronriate incentives for historic restoration Droiects Meets Strategy YIN or NIA N Y N/A N/A N/A N/A STAFF FINDING This application does not meet the defined criteria for a variance. There is clearly no hardship as the lot is fully developed. The addition of the second floor is allowed and will fit within the setbacks and there is room within the setbacks to install the required stairs. The loss of greenspace is caused by the addition of the wider driveway and stairway. ATTACHMENTS A. Variance application (5 pages) B. Survey (I page) C. Site Plan (I page) D. SAGIS map (I page) W This Staff Report was prepared by George Shaw. U, Fee Commercial $500 Residential $200 .4 C1-rY OF TYBEE MAND VARIANCE APPLICATION from the Tybee Island Land Development Code Telephone #: 912-786-7945 —Email Address: diversifieddesigns@outlook.com 912-412-3333 MailingAddress 11 JONES AVE. TYBEE ISLAND, GA. 31328 *Note: If the applicant is not the property owner as listed on the property deed, a letter from the listed owner(s), including a telephone number and address along with any other relevant information, authorizing the applicant to act in their behalf must be included in the application. PROCEDURE Application Requirements All applications must be complete, including required supporting documents. Drawings or surveys will be 11" X 17" or larger. Incomplete applications will not be accepted and will delay review. Armilcation Deadline Applications are due by 4:00 p.m. of the last day of the month before the next scheduled Planning Commission meeting. Application Submittal 1�eturn one copy of this completed application and all supporting documents to: Tybee Island Planning arre) Zoning, City Hall, 403 Butler Avenue / P.O. Box 2749 City of Tybee Island, GA 31328 Application Public Hearings Applications will be heard at a public hearing before the Planning Commission an the third Monday of each month, followed by a final decision by City Council at another public hearing on the second Tuesday of the following month. Each hearing will be held at 7 p.m. at the Public Safety Building, 78 Van Horn Dr. ililJJlJ: 11111 Jill Tax Map/Parcel ID#: 40007 07008 Existing use of Property: ReSidential Proposed use of Property: Residential Current Zoning: r'-2' Has the property been denied a variance in the past 12 months? If so, please provide brief details: M 1. Does the requested variance change the Tybee Island character designation for the property as described in the Master Plan? If so, provide a brief explanation. Lei E I I MA I RN Is MERN I VVISATA Igo Ego I-7jW" I r-41 I I L,7-14 ir- It a I a I I r.4101 I I K -;Z1 0 I 111 111 1 �11111 IM 16143HOWIWAI 3. Please explain the specific provision within the Tybee Island Land Development Code from which the variance is requested. Thp vnrinnrp rpm ipczf qrp hi didinn A A' -W -,Pf r)f Qfiznq incirip fhtn i n, -n,, czM hnr-k- (r.nrlin 4. Per the Tybee Island Land Development Code, the Tybee Island Planning Commission shall not make a recommendation on a variance from the terms of the Land Development Code unless it has met the following. Please explain how the requested variance meets each of the following: A. The need for a variance arises from the condition that is unique and peculiar to the land, structures and buildings involved. To allow for the mother to live with the clients and have her own bedroom and bathroom area. B. The variance is necessary because the particular physical surroundings, the size, shape or topographical condition of the property involved would result in unnecessary hardship for the owner, lessee or occupants as distinguished from a mere inconvenience. Yes, the variances are being requested to allow for an extension to the driveway, f+ -0 bW115 EU Ut� 5t�L 1r151Ue We 5elOaGKzone Turiner reducing the amouni OT green C. The condition requiring the requested relief is not ordinarily found in properties of the same zoning district as the subject property. 11181JUne map =—OM • D. The condition is created by the regulation in the Tybee Island Land Development Code and not by the action of the property owner • applicant. E. The granting of the requested variance will not conflict with Sec. 26 -70 -Amendments and modifications to the Fire Prevention as of the Tybee Island Code • Ordinances • endanger the public. Nln %Ali= Will ndri thez rom iinnrl c+nirc in +h= 'Z1=+hnt-V XA/hit-h +KM noinhhnrQ ci innnrt F. The variance requested is the minimurn variance that will make possible the reasonable use of the land, building or structures. Yes, a 4'-8" staircase on the exteriQr of the residence inside the setback zone, Please list all current owners of properties located immediately adjacent to or directly across the street from the subject property. This information may be obtained from the Chatham County Tax Assessor's office (912) 652-7271 or by using the website at www.boa.chathamcoun!y.o[g The accuracy and completeness of this information shall be the responsibility of the applicant. MOREMMEEM mWommu-mr.ATT-Mors Nam M -TI. 2 ee Island, Ga. 31328 PO Box 4149 Chattanooga, 3.1205 Butler Axmi�� 0 207 ButleLAye.��-& Tebeau--Gre 389 11 Sutro Ter. Carson City N'V 89706 463 Johnny Mercer Blvd. Suite B7 #2avt' 6. R ren Savannah, Ga. 31410 Po Box 1596 10 12th St. 7.10 12th-T-em--�-ce. khurrq-.�L .31328 8. 8 12th Terrace. Brenda Feus Po it 2965 Tybee Island, Ga. 31328 9. 10. 11. 12. 113. 14. 15._ 16. 17. 18. 19. 20. 21. NOTE: This application must be accompanied by additional documentation, including drawings that include or illustrate the information outlined below. REFERENCE DESCRIPTION 5-040 (D) (1) Site plan and/or architectural rendering of the proposed development depicting the location of lot restrictions. 5-040 (D) (2) Narrative describing the hardship and the reason for the variance request. (Hardship means the circumstances where special conditions, which were not self-created or created by a prior owner, affect a particular property and make strict conformity with the restrictions governing dimensional standards (such as lot area, width, setbacks, yard requirements, or building height) unnecessarily burdensome or unreasonable in light of the purpose of this code. Unnecessary hardship Is present only where, in the absence of a variance, no feasible use can be made of the property.) Explain the hardship: The client is adding on a second floor to their home to allow for the client's mother to live with them. Whe adding in a second interior staircase, there is no lonqer room for the clien- mother to have a bedroom and bathroom. 5-040 (D) (3) A survey of the property signed and stamped by a State of Georgia certified land surveyor. 5-090 (A) (1) That there are unique physical circumstances or conditions beyond that of surrounding properties, including: irregularity; narrowness; or, qhPllnwnP-,-, nfthp Int czhnnp- nr . -- , - - – ---r -1 — exceptional topographical or other physical circumstances, conditions, or considerations related to the environment, or the safety, or to historical significance, that is peculiar to the particular property; and; 5-090 (A) (2) Because of such physical circumstances or conditions, the property cannot be developed in strict conformity with the provisions of the Land Development Code, without undue hardship to the property. NOTE: Provide attachments illustrating conditions on surrounding properties and on the subject property, indicating uniqueness, etc. 5-090 (B) Height. No part of any structure shall project beyond 35 -feet above the average adjacent grade of a property except: (1) See section 2-010, terms and definitions; height of building. (2) The following items that were existing on the date of the adoption of this section; flag poles, television aerials, water towers and tanks, steeples and bell towers, broadcasting and relay towers, transmission line towers, and electric substation structures. The Applicant certifies that he/she has read the requirements for Variances and has provided the required information to the best of his/her ability in a truthful and honest manner. Signature Applicant Date 5-090(C) Variance longevity. After a variance has been granted by the mayor and council it shall be valid for a period of 12 months from date of approval. Such approval is based on information provided in the application. Building permits may only be granted for plans consistent with the approved application. Any deviation from the information submitted will require separate approval by the mayor and council. CERTIFICATION AND AUTHORIZATION I hereby certify that, to the best of my knowledge and belief, the above listed information and all attached supporting documents are complete and accurate. I understand that this application will require public hearings by the Tybee Island Planning Commission and City Council. I have been made aware and I hereby acknowledge the scheduled hearing dates/times and location where this application will be considered. I also understand that review of this application will require a site visit, and I hereby authorize City staff and members of the Planning Commission and City Council to inspect the property which is the subject of this application. Signature of Applicant— —Date If within two (2) years immediately preceding the filing of the applicants application for a zoning action, the applicant has made campaign contributions aggregating more than $250 to the mayor and any member of Council or any member of the Planning Commission, the applicant and the Attorney representing the Applicant must disclose the following: a. The name of the local government official to whom the campaign contribution or gift was made; b. The dollar amount of each campaign contribution made by the applicant to the local government official during the two (2) years immediately preceding the filing of the application for this zoning action, and the date of each contribution; c. An enumeration and dp.cr.rintinn of PArh niff h;ivinn -i Ntihip of C)';() nr mnrp m;irign by i-hia Annlirnnf t the local government official during the two (2) years immediately preceding the filing of the application for this zoning action. Disclosure of campaign contributions form attachment hereto: — Date received: Fee Amotint STAFF USE ONLY Check &/ w7bar Yes Date Received by ' I PUBLIC HEARING DATES: Planning Commission City Council DECISION: (Circle One) Approved Annmx/M with (-nnriMnnc- Have you past two 2 years■L` campaign contributions or gave gifts having an aggregate value of $250.00 or more to a member of the City of Tybee Island Planning Commission, or Mayor and Council or any local government official who will be considering ' `'1 t application? Tt°wit-[" P I -AC r' f'fNhAnt =I- TIJC Cfli 1 fMAIThif" C°Cr-rTf NI: ll.. ILJr F- LPAOL 4iJ 1'ii LLIL IIIL 1 %a LLOJVV 111 11 aJLis tli.J1 V. �....,..�...A.,,.,...,. �., .,�.....�..., _ ,.,,..,_, ..�..,...�.�-,., m_. _. .._..,.._.., - NAME OF CONTRIBUTIONS GIFTS DATE OF GOVERNMENT OF $250,00 OF $250,00 CONTRIBUTION OFFICIAL OR MORE OR MORE + W Signature Printed Name nate Sec. -090. Variances. (A) Standards After an application has been submitted to the zoning administrator, reviewed by the planning commission, and a public hearing has been held by the mayor and council, the mayor and council may grant a variance from the strict application of the provisions in this Land Development Code only if the following findings are made: (1) That there are unique physical circumstances or conditions beyond that of surrounding properties, including irregularity, narrowness, or shallowness of the lot size or shape, or exceptional topographical or other physical conditions, peculiar to the particular property; and, (2) That because of such physical circumstances or conditions, the property cannot be developed in strict conformity with the provisions of this Land Development Code, without undue hardship to the property. (B) Height variances For height variances, in addition to other requirements, the petitioner shall be required to add two feet to each side yard setback for each one foot above 35 feet in height and have safe -guard consisting of sprinkler systems, smoke detectors and any other fire protection equipment deemed necessary at the time by mayor and council. Where a rear yard abuts a side yard of the adjacent lot, the petitioner shall be required to add two feet to the rear setback for each foot above the 35 feet height, and have safe -guards consisting of sprinkler systems, smoke detectors, and any other fire protection deemed necessary at the time by mayor and council. (C) Variance longevity. After a variance has been granted by the mayor and council it shall be valid for a period of 12 months from date of approval. Such approval is based on information provided in the application. Building permits may only be granted for plans consistent with the approved application. Any deviation from the information submitted will require separate approval by the mayor and council. (D) [Reviewing variance applications.] The staff, planning commission, and governing body, shall consider the factors stated herein in reviewing variance applications in taking action on a particular variance. In exercising the powers to grant variances, the mayor and council may attach any conditions to its approval which it finds necessary to accomplish the reasonable application of the requirements of these regulations. (E) [Application approval.] Notwithstanding any other provisions of the Code of Ordinances, the staff of the community development department through its department head may approve applications for variances without the need of public hearings and without the need of review by the planning commission or the mayor and council as follows: I. When either of the following circumstances exists: a. The proposed improvement of alteration will not result in an expansion of the existing footprint of the existing structure; or b. No additional encroachment into any setback shall be created by the proposed improvement, construction or addition. II. When each of the following circumstances also exists: a. No encroachment or construction of habitable space or other prohibited improvements will exist beyond the flood elevation; and b. The requested improvements or construction will not violate existing zoning provisions. This subsection shall have specific application to existing nonconforming structures as referred to in section 3-020. If the staff of the building and zoning department finds that the request needs or should have additional review for any reason, it may request review by the planning commission and if the request is approved or rejected by the planning commission then the planning commission's determination shall control. For purposes of this section, a public hearing before the planning commission shall not be necessary. If the staff of the building and zoning department declines an applicant's request the applicant may apply for the granting of a variance which will follow the procedures applicable to variances in general specifically, those procedures described in sections 3-020 and 3-090 as well as the public hearing requirements referred to in section 5-060. In the event the staff request review by the planning commission and the planning commission rejects the request, the applicant may apply for the granting of a variance and follow the procedure applicable to such request before mayor and council. (F) Compliance with ordinances Notwithstanding any other provision of the Code of Ordinances, no application for a variance may be accepted nor may any variance be granted with respect to any property that is then not in compliance with the requirements of ordinances for the condition on which the variance is sought, unless the applicant files with the application a detailed written explanation of how, when, and by whom the need for a variance was created. In such a case, the planning commission shall make a recommendation to the mayor and council as to whether the variance should be approved or rejected or modified and the mayor and council, following a public hearing, may approve, reject or modify the variance request. In the event property is constructed in violation of the ordinances, the violation status remains until such time as the condition is rectified and placed in conformity with the ordinances. Violations of the ordinances may be subject to the enforcement provisions of this Code and all penalties permissible by law. A variance that is granted under this Ordinance does not excuse prior violations including those that have resulted or may result in enforcement ArFinn kv 1 -hp ray .,F T.,hnn Tc!nnll i a • 1! ! a a 1'! ! ! ! r • ! ! Fromm: Downer Davis <dkdjrO714190bvohoo.conn> Sent; Wednesday, May 5, 20218:34AM To: George Shaw; Lisa Schaaf, Peter Gu|bnonson Subject: Drainage plan requirements '1204 Butler If the steps & deck/landing will be typical wooden with the gaps in them (between boards), as usual no drainage plan will be recommended by me. As for the paving in the front, as it's less than 50% of the existing driveway and drains to Butler, thA permeable pavers are not required by me. 0 City • Tybee Planning and • P.O. Box 2749 Tybee Island, GA 31328 N -77F Vri T rw?,ITP City of Tybee at 1209 Butler Ave. am=, 1211 Butler Ave Tybee Island, GA 31328 March 3.2 2 City of?<¥!f Planning and Zoning P.#.#,x274# Lybee Island, GA 31328 Vf MET W7< L-«» FITUT 1 « requirea DyTn-e City of Ty r• at 1209 Butler Ave. � Tybee Island, GA 31328 j City of Tybee Planning and Zoning P.O. Box 2749 L\tbee lslai4,2.1 31328 I I do not object to the 4.5 ft intrusion into the setback for the 211 set of stairs required by the City of Tybee at 1209 Butler Ave. 812 Ih Terrace TvV.,ee IslaXtME&2kJj22 City of Tybee Planning and Zoning P.O. Box 2749 W#ee Nef: 1209 Butler Ave — Second set of stairs into setback I frit"ru•I 1.75-h—T!77=11 Inio, Tne se ac or e •Irs requirea nytne City of Tybee at 1209 Butler Ave. R1 mm Murray Klugman 1012th Terrace Ty bee Island, GA 31328 PAID: 40007 07008 WILSON JAMES M & DONNA J* 1209 BUTLER AVE Most Current Owner Current Owner Co- Care Mailing Address Owner Of WILSONDONNA 263 STEEPLE CHASE LN RICHMOND HILL GA J* 31329 Owner Co Address 1 Address City State Zip Owner 2 WILSON JAMES M & 263 STEEPLE CHASE LN RICHMOND HILL GA 31329 DONNA J* Status ACTIVE Parcel ID 40007 07008 Category Code RES - Residential Bill # 2975136 Address 1209 BUTLER AVE Unit # / Suite 06/17/2014 City TYBEE ISLAND Zip Code 31328 - Neighborhood 20216.00 - T216 TYBEE BTL WEST Total Units $5,800.00 Zoning R-2 Class R3 - Residential Lots Appeal Status Legal Description LT 5A WD 4 TYBEE Deed Book 391X Deed Page 191 Permit # Permit Date Status Type Amount 150276-4 05/15/2015 Complete GM - GENERAL MAINT. $7,000.00 140436-3 06/17/2014 Complete GM - GENERAL MAINT. $300.00 11-0042-2 01/31/2011 Complete RF - ROOF $5,800.00 97-00165-1 06/25/1997 Complete - $950.00 Inspection Date Reviewer ID 03/10/2020 RKRYZAK 02/03/2016 MWTHOMAS 06/11/2014 MWTHOMAS 12/13/2013 MWTHOMAS 12/20/2011 MWTHOMAS Appraised Values Tax Year Land Building Appraised Total Reason 2020 175,100 156,100 331,200 2019 175,100 152,300 327,400 2018 175,100 149,100 324,200 2017 175,100 138,900 314,000 2016 175,100 137,200 312,300 2015 175,100 141,200 316,300 2014 175,100 141,900 317,000 2013 175,100 110,600 285,700 2012 175,100 102,200 277,300 Sales Sale Date Sale Sale Instrument Book Grantor Grantee Price Validity Page 10/11/2013 360,000 Q WD 391X - 191 PIRONE MICHAEL D & WILSON JAMES M & TRICIA L* DONNA J* 03/09/2004 341,500 Q NA 266X - 0566 COOK IRENE WEBB PIRONE MICHAEL D & TRICIA 03/28/1994 0 U NA 166E - 0048 COOK CANN JR & COOK IRENE WEBB IRENE W 03/01/1991 81,000 U 07/01/1984 21,000 Q - Land Line Number 1 Land Type U - UNIT Land Code 01 - SINGLE FAMILY RES Square Feet 0 Acres 0 Influence Factor 1 Influence Reason 1 Influence Factor 2 Influence Reason 2 Card # Actual Year Built Effective Year Built Type Style/Stories Percent Complete Quality Condition Living Area Basement Area Finished Basement Area Bedrooms Full / Half Baths W6, 1 - Single Family Residence 1 - ONE STORY 100 300 AV -AVERAGE 1,230 0 No 3 2/0 Item Area Main Building 1230 Al - 907:907 -Enclosed Porch (SF), Scree, 240 A2 - 909:909 -Enclosed Porch (SF), Solid 99 M29HLM*3= 5/4/2021, 9:2701 AM 1:282 0 0 0 0.01 mi Property Boundaries (Parcels) 1 . ........... . � I . I I 0 0 0.01 0.01 km w WC -M SAGIS SAGIS I Image capture: May 2019 © 2021 Google Tybee Island, Georgia Google Street View STI PLAI CIT) LOCATION: 106 S. Campbel APPLICANT: Ricardo Ochoa EXISTING USE: Commercial CO TY CHARACTER MAP: Commercial Gateway wwwugai•= �� OMINER: Ricardo Ochoa ..•0X9161 PROPOSAL: The applicant requests site plan approval to add walk in cooler, small roof and renovate deck. ANALYSIS: The addition of the larger roof in the back will reduce the parking by one space. Based on 46 seats and six employees sufficient parking remains. Overall this is a minor site change. The Comprehensive Plan describes the Commercial Gateway in which it lies as follows: This area functions as an activity center and serves as the commercial gateway for the City. Zoning classifications are C-1, C-2, R-1, R -1B, R -T, and R-2. The mix of neighborhood commercial uses include shopping, crafts, restaurants, and eco -tourism Comprehensive Plan — Community Character Area Commercial_q!qei� 0 Meets Recommended Development Strategies Strategy YINorNIA 1. Encourage commercial and mixed use development and redevelopment along the US 80 Y commercial corridor 2. Discourage down -zoning within the US80 commercial corridor N/A 3. Establish standards for a maximum percentage of residential use on a per parcel basis to N/A encourage mixed us 4. ����with streetsca ovements N/A 5. _Enhance .!�Teimp Allow for the appropriate mix of retail, residential, and tourism related uses consistent with Y the Plan vision 6. Implement traffic calming measures and parking improvements N/A 7. Establish noise and si W it buffers between commercial uses and ad lacent residential area N 8. Review parking requirements to ensure they are not prohibitive to future commercial N/A developient I — 0 I I KO MrSIOUKIIJI 11111 , I I , 1 6 0 . lrff�nl Q ,�, A. Site plan review application B. Site plans C. Property card D. SAGIS map N This Staff Report was prepared by George Shaw. Fee CITY OF TMEE ISLAND Commercial $500 FAL APPLICATION SITE PLAN APP Residential $250 ff,113$�M Address and location of subject property 106 S. Wo Applicant's Mailing Address 2 Applicant's Telephone Number q I Z Brief description of the land development activity and use of the land thereafter to take place on the property: Na COZ4Z kND F.VK Property Owner's Name Azt-1 Nko Property Owner's Address Is Applicant the Property Owner? Yes ums�= � not 1611011-= rf Applicant is the Property Owner, Proof of Ownership is attache& Yes If Applicant is other than the Property Owner, a signed affidavit from the Property Owner granting this Applicant perimission to conduct such land development is attached hereto. Current Zoning of Property _ Current Use V--�AVZA&T Names and addresses of all adjacent property owners are attached: — Yes if within two (2) years immediately preceding the filing of the Applicant's application for a zoning action, the Applicant has made campaign comributions aggregating to more than $250 to the Mayor and any member of Council or any member of the Planning Commission, the Applicant and the Attorney representing the Applicant must disclose the following: a. The name of the local government official to whom the campaign contribution or gift was made; b. The dollar amount of each campaign contribution made by the applicant to the local government official during the two (2) years immediately preceding the filing of the application for this zoning action, and the is of each contribution; c. An enumeration and description of each gift having a value of $250 or more made by the Applicant to the local government official during the two (2) years immediately preceding the filing of the application for this zoning action. Signatuie of Kp—pficant Date Fee Amount $_ Check Number - Dam sun= MEREEMMI =W I copy, nos than I I x 17, of the proposed site plan and architectural renderings. I copy, no smaller than 24 x 36, of the engineered drainage and infrastructure plan. I copy, no smaller than 11 x 17, of the existing tree survey and the tree removal and landscaping plan. is los rof Campaign Contributions The Planning Commission may require elevations r•- engineering or architectural drawings covering the proposed development. The Mayor and Council will not act upon a zoning decision that requires a site plan until the site plan has met the approval of the City's engineering consultant. (Note: Section 5-080 (A) requires, "Once the engineer has submitted comments to the zoning administrator, a public hearing shall be scheduled.") The Applicant certifies that he/she has read the requirements for Site Plan Approval and has provided the required information to the best of his/her ability in a truthful and honest manner. NMEM• r ' � # =� =1 Have you within the past two (2) years made campaign contributions or gave gifts having aggregate value of $250.00 or more to a member of the City of Tybee Island Planni ci '11 be consideti tjv M t,�nd Council or an -Li local overnment ofFt *al who W1 nQ rezoning application? MW NAME GOVERNMENT CONTRIBUTIONS OLAL OF $250.00 OR MORE GiFrs bf wo.00 OR MORE DATE OF COON Signature Printed Name Date lEffam Zoning Administrator Tybee Wand Dear George Shaw, i neMposeR -xing Mgerties in any way. The placement of the cooler will allow the same percolation and drainage patterns to �rkbex �nd*-hase will include a full drainage study and plan as required by the City of Tybee. Warm regards, Kevin F. Rose AIA 4.14.2021 ARCH TECs STATE OF OHIO cOUNTY OF WOOD Personally appeared before me, jenifer Mylo, who in first duly sworn, deposes and I ME I . I arn of the age of majority and arn laboring under no disabilities and am otherwise cornpetent in all respects to give this Affidavit. This Affidavit is given from MY 011 2. 1 am the record owner of real property located at 106 South Campbell Avenue, 011P 5. 1 have given my consent to Sea Wolf Tybee, LLC for its construction of this .1 Further affiant sayeth naught. This day of -92021. M, INS, W�..' 'A�k m I Jill a'�� =�� Swom to and subscribed before me this of 2021. , "'1111101140, $Oxpilll jtl" AMANDA L. TAYLOR Notery R6k, SW* of OW MY CWn. BOM APO 9,2M Rewrded in Vftod County From: Downer Davis <dkdir071419 a@yahoo.com> Sent: Friday, May 7, 2021 10:34 AM To: George Shaw <gshaw@cityoft bee.org>; Lisa Schaaf <Ischaaf@cityoftybee.org>; Peter Gulbronson <peter.gulbronson cit oft bee.org> Subject: Sea Wolf I HAVE NOT COPIED THE ARCHITECT TO ALLOW FOR ANY CITY ADJUSTMENTS TO MY COMMENTS. My response earlier today was based on the older A1.0 dated 01-22-21. Thanks for sending me the most recent one with the same sheet name and date. Now that I'm playing with a full deck, I'll offer the following updated comments. The first business I was aware of on this site was a restaurant (some years after I began reviewing plans for the City). My services were not requested for that review. My comments would have been similar if I had. The later conversion to the gaming rooms did not propose any outdoor activity or increased parking requirements. My first involvement with this project is when we visited the site late last year. My recollection is only of the walk in cooler, but as no notes were taken or offered, feel free to correct me. It is my belief that necessary retrofits to meet the requirements of the ADA were not made when the restaurant first opened. The ADA requirements are the only building code that I'm aware of that appear both in building codes and as a civil rights law. The ADA appeared in Federal Law and GA Building Codes around 30 or more years ago; long before any of the above described events. Based on my knowledge, I am not prepared to concur with the plan as presented. If the City or the Architect is aware of allowances for waiver of ADA requirements, I'd appreciate the knowledge. The current width of HCP'd space is 14'. The width of the required Van Accessible space would be 16'. As for saving trees, in particular the Oak, accurate location and topo would be most useful. Regarding paving surfaces over roots, is some circumstances, other municipalities have allowed permeable brick pavers (there are some that are ADA compliant) and other porous surfaces over root zones. In such circumstances (as both reviewer or designer) I have always followed the guidance of the local government's Arborist. I believe our City Arborist needs to be involved prior to determining remaining spaces available on S. Campbell IMM The Architect advised in his response that this project was limited to, a cooler addition, small rear deck addition (for sanitation purposes) and deck front deck rebuild to an existing and current use. With the new sheet A1.0 I see the 4' long section and the additional 8' section to the north. If this area is open uncovered wood deck, no issue. However, if it's covered, gutters and downspouts will be needed to route the runoff to Linton, assuming the Director of PW concurs. The response prompted me to look closer at the area in the rear continuously stated as "no work this area". Parking space 5 does not have adequate maneuvering area and should not be counted as a parking space. As their count showed they had one extra, this should not be an issue. However, space 6 should be rotated clockwise and show maneuvering ability to back out as with the other spaces. 9' clearance between the deck addition and space 7 is needed for space for this 5/6 space to back out. No topo has been provided. While SAGIS is not as accurate as ground topo, it reflects my observations at out site review; most of the rear drains onto property of others. As the only concrete shown is the ADA landing and maybe the ramp, and with the close proximity to Linton, drainage is not a concern, IF Pete concurs with Linton accepting the runoff. As this plan is NOT FOR CONSTRUCTION, I'm fine with me or others for the City reviewing the routing or runoff from the cooler & rear deck to Linton, IF Pete concurs with my no detention determination. Per your direction, I've removed parking layout from my review. I do recommend the spaces be delineated to improve chances of their being used. In unpaved areas, this is usually done with trip hazard cross ties or curb stops, but I know of little else. Downer I'll be at my laptop, mostly until 11:30am and then likely not again until as late as 4:OOpm. Ilie Intit- PAID: 40003 04006 JITTERBUG BAKERY LLC 106 CAMPBELL AVE S Most Current Owner Current Owner Co -Owner Care Of Mailing Address JITTERBUG BAKERY LLC 1636 SE 52ND AVE PORTLAND OR 97215-3318 Owner • • - Address r• - JITTEVBUG-R-&ICEVY LLC 1636 SE 52ND AVE PORTLAND OR 97215 Status ACTIVE Parcel ID 40003 04006 Category Code 3531 - Retail Under 2,000 SF Bill # 3029716 Address 106 S CAMPBELL AVE Unit # / Suite 01/17/2020 City TYBE ISLAND Zip Code 31328 - Neighborhood 20500.00 - T500 TYBEE TO BULL R Total Units $1,380.00 Zoning C-2 Class C3 - Commercial Lots Appeal Status 11-0285-6 Legal Description LOTS 21 AND 22 PAMELA TERRACE SAVANNAH BEACH TYBEE ISLAND Deed Book 376T Deed Page 309 Permit # Permit Date Status Type Amount 200440 09/21/2020 Complete PL - PLUMBING $5,473.00 200028 01/17/2020 Complete HT - HEAT/FURN/HVAC $6,000.00 120573-8 10/29/2012 Complete - $1,380.00 120306-7 05/24/2012 Complete EL - ELECTRIC $330.00 11-0285-6 05/13/2011 Complete GM - GENERAL MAINT. $1,000.00 Inspection Date Reviewer ID .. 04/01/2021 JCRAWFORD 01/06/2016 VMMCCUEN 02/07/2013 VMMCCUEN 12/29/2011 ALCUMMIN 05/21/2007 AVMARCAN Appraised Values Tax Year Land Building Appraised Total Reason 2020 181,100 60,800 241,900 2019 181,100 62,100 243,200 2018 181,100 62,.100 243,200 2017 181,100 64,500 245,600 2016 181,100 65,700 246,800 2015 181,100 66,900 248,000 2014 181,100 68,500 249,600 2013 159,280 60,720 220,000 2012 166,100 62,600 228,700 Sales Sale Date Sale Sale Instrument Book - Page Grantor Grantee Price Validity 04/03/2012 220,000 Q WD 376T - 309 VONASHEK CHARLES J JITTERBUG BAKERY LLC 06/05/2006 320,000 U WD 308N - 0557 BERGEN FREDERICK S VONASHEK CHARLES 04/19/2006 0 U NA 305E - 0443 DEAL SARAH ELOISE BERGEN FREDERICK S ESTATE Land Line Number 1 Land Type S - SQUARE FOOT Land Code G2 - GENERAL COMMERCIAL 2 Square Feet 6,720 Acres .1543 Influence Factor 1 -30 Influence Reason 1 Influence Factor 2 Influence Reason 2 Commercial Building Card 1 Actual Year Built 1958 Effective Year Built 1995 Percent Complete Main Occupancy Quality / Condition Units Total Area Basement Area Finished Basement Area iws 353 : Retail Store 2 / A -AVERAGE 1,246 No Retail Store - 353:Retail Store 1246 Google Maps 105 S Campbell Image capture: Jan 2014 © 2021 Google Tybee Island, Georgia Google Street View Go(,','�gle MapS 5 Linton St Image capture: Nov 2007 C 2021 Google Tybee Island, Georgia Google Street View REMOVE EX1571NG BUILT 11 TO ALLOW FOR IN5TALLA7 REMOVE EX15TINC? 5TAIR5 REMOVE EX15TINC7 CONCRE REMOVE EX15TING ADA R/ TO REPLACE WITH NEW P5 REMOVE EX15TIN6 5TAIR5 LINTON 571REr=T PROPERTY LINE 311 MAUPAS AVENUE SavannoH, Georgia, 31401 (912) 308-4622 date. 01.22.21 job number: 2106 drawn by: KfR checked by: KFR SHEET: DI,0 PHASE 1 15 NEW ViALK IN COOLER PHASE 2 15 RE\/I51ON OF EXISTING DECK FOR ADA ACCESS AND MORE FLEXIBLE 5EATINC ARRANCEMENT5. NO ADDITIONAL 5EATI NC 15 BE I NC CREATED. NEW DECK 15 WITHIN THE SAME FOOTPRINT OF THE EX15TINO DECK It • _r i'l c1clO SGUARE FEET OF TOTAL SEATING AREA @15 SF PER PERSON EGUAL5 66 PERSONS = 11 SPACES 10 SPACES PRO\/I DED PLUS A BIKE RACK FOR A SPACE CREDIT OF ONE EOUAL I NC 11 SPACES 6 EMPLOYEES = 3 5Pf4GE5 L I NTONSTREET -.POP a -. ADA COMPLIANT SURFACE � 0 5X5 FOOT REINFORGED CONCRETE (OR AD COMPLIANT SURFACE) � \ � PARKING 4 � i ADA LANDING / \� EXISTING � �I i61TD�G6� ADA 2 G BIKE RACK (S GS DIREC.,T NATER FROM THIS ROOF TO SOUTH CAMPBELL W., 151 TE AND FLOOR PLAN 1 1 I/4°,11-0° RANGE ELEC -7 ON STREET 5PA(f EE 5EATI NC n BAR U U O PASS THRU REF. LU r j DRAFT a KITHEN OFFICE C h NEW ViALK IN COOLER 20'-0" KITG FOYER EMPLOYEE SPACE 5 I -' I � j EMPLOYEE SPA I I WORK el `� 0.1 THIS AREA) ♦ FARK I NC -7 �♦ ♦ ' FARK I NC 6 ♦) ��� r� 01 1 � ♦ 1 � i FARK I NO 5 � � � I � 1 1 NEW PERVIOUS WOOD DECK --------------------------------- I I EMPLOYEE SPACE 2 I I I I ------ ------ ------ ------ _____J KEVIN F. ROSE ARCHITECT 311 MAUPAS AVENUE Savannah, Georgia, 31401 (912) 308-4622 date: 01.22.21 job number: 2106 drawn by: KFR checked by: KFR STAFF REPORT PLANNING COMMISSION MEETING: May 17, 2019 CITY COUNCIL MEETING: June 10, 2019 LOCATION: 714 Lovell Ave. PIN: 40005 22001 APPLICANT: Tybee Island Maritime Academy roffixthl'��lTone I USE PERMITTED BY RIGHT: Yes with Special Review COMMUNITY CHARACTER MAP: Commercial Gateway OWNER: Roman Catholic Diocese of Savannah ra"To' �$ i � � APPLICATION: Site plan with special review and variance for side setback and parking. PROPOSAL: The applicant requests site plan to add a modular building beside existing school building and a 10' setback variance from 8' St. ANALYSIS: The Tybee Island Maritime Academy has a growing enrollment but is running out of classroom space. They are proposing a four classroom modular building on a portion of the existing property that currently has a smaller modular building and a playground. The Catholic Diocese of Savannah has given permission for the school to expand in this area. The new building and the existing building require a total of 55 off street parking spaces per code. While there is room for the required parking, most of it is located in the City right of way. The side setback variance request is necessary due to fire code separation from existing building. It appears that no other building design was considered to avoid the need for a variance. The Comprehensive Plan describes the Commercial Gateway in which it ties as follows: This area functions as an activity center and serves as the commercial gateway for the City. Zoning classifications are C-1, C-2, R-1, R -1B, R -T and R-2. The mix of neighborhood commercial uses include shopping, crafts, restaurants, and eco -tourism. Comprehensive Plan — Community Character Area Commercial Gateway Meets Recommended Development Strategies Strategy YIN or NIA 1. Future development and redevelopment should be very pedestrian oriented with safe Y connections to adjacent neighborhoods and commercial areas 2. Promote mixed densities of residential development, including upstairs residential over N/A commercial. 30 Encourage mixed uses to provide for the daily needs of residents and tourists. 4. Commercial uses should be low intensity and consistent with the existing character. N/A 5. Encourage development/redevelopment of existing vacant properties and underutilized Y structures 6. Encourage the preservation, restoration and adaptive reuse of historic structures through N/A incentives 7. Beautification and fagade improvement projects should be implemented to improve area N/A aesthetics 8. Preserve/retain buildings that can house small businesses. N/A STAFF FINDING While this is a needed building for the growth of TINIA it does not meet the standards for a variance. ATTACHMENTS A. Site plan review application B. Site plans C. Property card D. SAGIS map 0 This Staff Report was prepared by George Shaw. SkB&fi—F99 commetdal$500 ReO d endal $250 cITY OF TYBEE ISLAND I P I I C AAAkTr T n P LP Yar 111H VA- --&ff q -FW SITE P IJ Commetdal$500 gesidendal$200 Applicant's Name Adem Address and location of subject property 714 avel–lkemLe --AnnLx Aon _q Street I—_8t' PIN 40005 22001 Applicant's Telephone Number 1 04 Applicant's Mailing Address 714LQvell, venuqTybeel and eo�la3�1328 Brief description of the land development activity and use of the land thereafter to take place on the property: nk&') =vn=ncinn nf the TNthpp TqlAnd Maritime Academv :l laci lain dinar Buildin t04116 the hardship jaljna—blished inL2= Property owner�s Name � ggm�ah =q1t Diocese �oelephone N umbe214 Is Applicaritthe Prop No v4pllt8i6t is the Property OWner, Proof Of Owtter5hip is attkhed. —Ybs feet mashal ex ore -p– �w— J§A5-05 Arraoun city offlCial the filing of the s ISLANDCITY OF TYBEE CONFLICT OF INTEREST IN ZONING ACTIONS DISCLOSURE OF CAMPAIGN CONTRIBUTIONS Have you within the past two 2 yearsmade campaign contributions or gave gifts wing an aggregate vara of $250.00 or more to a member of the City of Tybee Island, Planning Commission, or Mayor and Council or any local government official hyo will be considering the rezoning application? YES NO X IF YES, PLEASE COMPLETE THE FOLLOWING SECTION: NAME OF GOVERNMENT CONTRIBUTIONS GIFTS OF $250 00 [SATE OF OFFICIAL OF $250.00 OR MORE OR MORE CONTRIBUTION IF YOU WISH TO SPEAK CONCERNING THE ATTACHED REZONING APPLICATION, THIS FORM MUST BE FILEDWITH THE ZONINGADMINISTRATOR FIS 0 YS PRIOR TO PLANNING 1S SICKN MEETING IF CAMPAIGN CONTRIBUTIONS ` OR GIFTS IN EXCESS O 50.00 HAVE EeE ACBE TO ANY MEMBER OF THE F' NIr/COMMISSION OR MAYORAND COUNCIL. Signature+ Printed Name Date 6,, NOTE: This application must be accompanied by additional documentation, including drawings that include or illustrate the information outlined belowa copies, no smaller than 24 x 36, of the engineered drainage and infrastructure plan, t copy, no smaller than 11 x 17, of the existing tree survey and the tree removal and landscaping plana Disclosure of Campaign Contributions Site plan and/or architectural rendering of the proposed development depicting the location of lot restrictions. 1 copy. no smaller than 11 x 17, of the proposed site plan and architectural renderings Section 5-0 (D)(1) A survey of the property signed and stamped by a'State of Georgia certified land surveyor. Section 5-040 (D)(2) Provide attachments illustrating conditions on the subject and surrounding properties indicating 114— that there are unique physical circumstances or conditions including: irregularity, narrowness, or, shallowness of the lot size or shape, or, exceptional topographical or other physical conditions peculiar to the particular property That because of such physical circumstances or conditions, the property cannot be developed in strut conformity with the provisions of the Land Development Code, without undue hardship to the property. Sections 5-090 1 and 5-090 (A)(2). If this variance application is for a Height Variance, in addition to other requirements, the petitioner shall be required to: Add two feet to each side yard setback for each one foot above 35 feet in height, and, Have safeguards consisting of sprinkler systems, smoke detectors and other fire protection equipment deemed necessary at the time by the mayor and Council, and, Where a rear yard abuts a side yard of the adjacent lot, the petitioner shall be required to add two feet to the rear setback for each foot above 35 feet height. Section 5-090 (B) The Planning Commission may require elevations or other engineering or architectural drawings covering the proposed development. The Mayor and Council will not act upon a zoning decision that requires a site plan until the site plan has met the approval of the City's engineering consultant. (Note; Section 5-080 (A) requires, "Once the engineer has submitted comments to the zoning administrator, a public hearing shall be scheduled."l The Applic nt erd s at he/she has the requirements for Site; plan Approval with Variance and has provided t e equi ed in rmation to e best of his/her ability in a truthful and honest manner, .24r Signature scant Date M"� � � � W IF i r i ,^ r s � � + # i 4 i �, ++ : i • * l i "' � ! It M 4i. •.. a * r f • i' � !' �+ � ,. i � � w • i • i... � - 41 # � � � Ik', #. _ r moi!• � r+ „, +s + "" � s .i.� � � '� \ ! rr � � � � ♦ � r a e � �r 1 r r r ,� !, r� � ! err r rrt �' r * r • ' � � � � � dM "" i � s � . 11 q� i � � ., a � � � � 'i i.' • 1,i � � � .; 4 1M a iV ' � AY � � '; � ,... � .� _ � M � ® a; ! i Compliance with ordinances. Notwithstanding any other provision of this Cade of Ordinances, no application for a variance may be accepted nor mayany variance be granted with respect to, any property that is there not in compliance with the requirements of ordinances for the condition on which the variance i sought unless the applicant files with the application a detailed written explantation of how, when, and by whom the need for a variance was created. In such a case, the planning commission shall make a recommendation to the mayor and council as to whether the variance should be approved or rejected or modified and the mayor and council, following a public hearing, may approve, reject or modify the variance request. In the event property is constructed in violation of the ordinances, the violation status remains until such time as the condition is rectified and placed in conformity with the ordinances. Violations of the ordinances may be subject to the enforcement provisions of this Code and all penalties pennissible by law. A variance that is granted under this section dries not excuse prior violations including those that have resulted or may result in enforcement action by the city. (Ord. No. 1999-27, 8-12-1999; Ord. No. 2002-08, -9-21102; bird. No. 2002-08 Variances, amended 8-29-2002; Ord of 8-11-2005, Gird. No. 14-2010, 8-26-2010- Ord. No. 57-A-2014. 6 1 i t l 2 1 PIN 21-11001: TI MA Phase 2 Expansion Page 2 BMG/GS is required. 40 feet is provided in this location where the ADA ram and sidewalks will be placed. The rear set back is 10 feet on 2nd Avenue where the rear egress from the building will be located. The 8th Street setback is zero, but the project is located 8 feet inside the picketed fence line. This setback is due to the additional space requested by the State Fire Marshal under the new fire exposure offset requirements (25 feet from the existing building for this proposed project). Approval of the setbacks and fire suppression system are being obtained concurrently. Tree Ordinance Currently, the site does not provide a significant amount of open space. The proposed project will increase the open space by 34%, move the existing 10 inch live oak, and add another 10 inch live oak. One 12" palm tree will be taken down with the demolition of the playground. Parking & Traffic Control TIMA has contracted with Coast Engineering & Consulting (CBC) out of Savannah, Georgia, C has set up cameras to conduct an assessment of the traffic situations during drop-off and pick-up procedures for TIMA, TINA Staff has provided C with a traffic management plan currently used during these activities. Based on the data collected and the anticipated traffic associated with additional classrooms, the facility can manage the revised process with additional traffic control measures provided by the school (e,g, temporary signage, personnel, temporary drop off locations, timing). CBC also reviewed the parking requirements for the existing;facility and the existing spaces available to determine compliance. Based on the on street and off-street parking opportunities available, there is sufficient parking currently and for the future classroom additions. Thanks for the commitment and support from the Planning Commission regarding our expansion project, The TIMA Governing Board and Staff look forward to any questions you may have after reviewing this submittal. Please contact our office if you have any questions, concerns, or desire additional information. Re a ds, Ja n LP. D.PE, D.NE President Ball Maritime Group, LLC Attachments: Attachment A — Stormwater Management Plan Submittal Attachment B — Traffic & Parking Analysis Letter ADDRESS IVVE B OMMZS= -Style_Gutter - I of 1 CPS 558, Roof Runoff Structure - Gutter and Downspout Capacities Project: TIMAPhase 2 Expansion Modular Bulld og Prepared By: BMG Date: 27-Apr-21 ABC : Inputs XYZ Results 1 Determine the rainfall intensity for a 5-minute duration storm for given return period"'. Frequency 25' years ,:mount, P - 0.39 inches 2 Compute the capacity of the selected gutter size. Gutter dirnensiohs. t = 6,0 in g = 0.01184 x Ag x r"0.67 _ bw T 4,600 In d 600 in Qg = 0,35 cfs,_capacity of 11 gutter fb 0,5 in _ Ag;- "`11.42 sq in, cross-sectional area of gutter wp ® 12,99 In„ wetted perimeter of gutter r = 1.68 6n, Ag/wp, hydraulic radius S Compute the capacity of the selected downspout. Dow out dim ions. ® 4.000 in ad= 4.010457 x Ad x h" 0.5 L = 4.000 in Qd = 0,34 cls, capacity of one downspout Ad i 16.00 sq in, cross sectional area of downspout h = 4 10 in, head (generally_ the depth of the gutter mints 0.5 in) 4 Comparing the above calculated capacities Qg and Qd, o I p ' f r to 6 Determine roof area that can be served per downspout. The area of a roof that can be served by a gutter and downspout system is controlled by either capacity of the gutter (channel flow) or by the capacity of the downspout (orifice flow) as shown in 2 and 3aoove, { - 0.'14 cfs, capacity of single downspout systema (smaller of Qg and ad) Ar 6,8616 sq-ft of roof area that can be served by this single downspout with P = 4.4� inches/ 5 min. Determine the number of downspouts necessary to control the water from the entire roof area. In a multiple downspout system, the number of downspouts is determlend by dividing the entire roof area draining into the gutter, Al,,,,, by the roof area that can be served by one downspout„ Ar, as follows: Total roof area to be served_ by this gutter systems, At ,,� = roof length x roof width. _ Roof Dimensions length = 64 00 fill width _= 107.23 ft, aaa3 = 6,869 at Number of downspouts, Nd = A,�tg i Ar = 1.86 so use 2,00 , Total downspout(s) capacity = 0.66 cis 304, Pr (1) Roof Runoff Management (AWMFH„Chapter 10, pgs. 10-1 � thru 101 3) Linking to a com erclat website Is NOT a USDA endorsement Example @ WWW T ra i U1qMtqteqErsg1toqErq&qV others available tt .'ihdsc.nws resaa. ov/has /fast /cls rna hi.htmal and #ww °cutter cpm/ lig Qtll T12Sy 9P-Sk1PPL' April 12, 2011 cutters-x2012_ WlMay2 14_14600 0 K-Style_Qutt r 4/27/2021 Le w ° A'R LJ ZZ LL Cl)LIJ v . c lob0 14, ui U, i` uj tr EX '00 IT m �= tN lz�y a `.` c N 04 �- I c o m tcD as CL LO ' CD ',.... U. 4 QM i{e " Q. 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OL et .a G e'z cr N qz `1x u r a — csa CO eft era r a ra m m LD €rs acr ry a i^7 ar 0 GO Mr-- aea , ca csa ra a cfia Uc cp ria r as N' "a = " u' N CD WP " Ein a • �a4z ftz� uj `O CL P uj -z: ea 12 iB n� �a 5/3/2021, 10:45:00 AM T- - 91:1,128 0 0.011 0.01 0.03 ffg Property Boundaries (Parcels) ® 0.01 0.03 0.05 km SA131S SAGIS I PARID: 40005 22001 R611' i ) i i 0110 i Current Owner Co- Care Mailing Address Owner Of ROMAN CATHOLIC DIOCESE OF 2170 E VICTORY DR SAVANNAH GA SAVANNAH 31404 Owner Owner Address 1 Address City State Zip ROMAN CATHOLIC DIOCESE OF 2170 E VICTORY DR SAVANNAH GA 31404 SAVANNAH Status ACTIVE Parcel ID 40005 22001 Category Code 7300 - School (Public,St,T) Bill # 2920715 Address 8TH ST Unit # / Suite City TYBEE ISLAND Zip Code 31328 - Neighborhood 20500.00 - T500 TYBEE TO BULL Total Units Status Zoning R-2 Class E2 - Exempt - Churches Appeal Status - Legal Description LOTS 32A 33A 31 B 32B 33B WD 2 TY BEE Deed Book Deed Page Permits Permit # Permit Date Status Type Amount 140511-4 07/18/2014 Complete - $280,000.00 13-0327-3 05/22/2013 Complete RN - RENOVATIONS $200,000.00 06-0587-1 06/26/2007 Complete CO - CERT OF OCCUP $0.00 06-0587-2 11/14/2006 Complete RN - RENOVATIONS $25,000.00 Inspection Date Reviewer I 12/31/2019 NAVANGOR 04/01/2015 MWTHOMAS 07/01/1992 STAFF Tax Year Land Building Appraised Total 2020 124,350 25,000 149,350 2019 124,350 25,000 149,350 2018 124,350 25,000 149,350 2017 124,350 25,000 149,350 2016 124,350 25,000 149,350 2015 124,350 25,000 149,350 2014 124,350 25,000 149,350 2013 124,350 25,000 149,350 2012 124,350 25,000 149,350 Line Number Land Type Land Code Square Feet Acres Influence Factor 1 Influence Reason 1 Influence Factor 2 Influence Reason 2 1 S-SQUAREFOOT G2 - GENERAL COMMERCIAL 2 23,658 .5431 -30 Reason Item Area Office Building 4350 511EE j , nr 4 p t xR,x , a 4 sash xf..rro �j kaC r ".4 a Lrz d m r x ` rr` zra, tea„ r d,.rN F{ Jai 4 '/ f, { ea -x i r 7 LOTS 32A, 33k 1 ARr & 330 WARD 2 TYEEE wG1 a�a; t r t P $iS'E% M660€. 2CidiT 1 TYM ISLAND p 7 o r PREMIUM m F R. tu;};x4AV CATHOLIC tatcarR�F QF s�MNndia ii.Rki Yk'v CkRfl A'i� , hrv'aro L� n s��aat r L. i J ,7 uu a tt'+R+: ms✓ 44f riIX, et w� �,��k'F,Y91'�i" camp� j mon W -- 77 Y - I a ��F B I A t ��u n r l ��l a r a r r �� , r i t : i r a ��r r �� n n n �� S O L I C I T A T I O N N O . - 0 0 1 C O N T R A C E N O . : 2 1 - 1 1 0 I S S U E D A T E . 0 4 / 3 0 / 2 1 ��a 1 P R E H t I J N A # R t G 0 0 1 rt .u:a nv.rsM �r.;,a ar xi+v cu ,E. �o- «a r•• T fT' tPN 4A re ! 1t ,W§ f3f,.nPe.,.;X E FA'efii 4M: PoN: �.. ,e '.ma r,�EPa«vxn .f�nr,=r, ;w *+!r xo-srnz r[ L.+»nx�e�re� f'wgri». �Pvw- "- A TI r av+r ro.�� x, renirx.,,,'4 a .+t r.1,.xrxty aan artn UA✓.' w"i�E:,. ala ANi::' F to H .ttPpHiW. 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". r. „ � .^. 4ta 9. -- �.: 9„ r e.—.. —m � .. e. _�`.��_����—L �,�+1 `L ✓ e, if &TIS STREET (PUBLIC R)VVp � r t - f a �� ,� .•; � - - °' . „` ?�.kt�aw��x�a�a+a§htansr�ta�t�tatrrsy�+ahtt§tierrotti$te+st+t�rattca��ttti¢i. , `�� ' � # � �/`£ r` �� F p � � I � t41?,4itp94i§ikb4k68}i44kk�Vt4#ti41M§66411 k#Y§t�k,k§rpt;ry�r� � � � t � � � � � t m / c >- u 111 u l ZE _ , _ w r b = r n rr I r G s r � 6 � x� �, ` � y ��^ b�§��4§N4§k%§i41+4iS n441.4§Si 45§[§Vhll4idF 414t§i$k§Eifhkfi4§ii14 €SW'13tV7§i424S i� r :r � ^'' ra� s f d I l f EXISTING CONDITIONS IONS & D r 9ESEEY f"I ciN ELAN f't�E? C1�3h�tat°Y aq �3 �g 9p .=rwC F.1Ls ��.��f��,.�,w, R K PSE �;.E%t t I Y�rJ It ri I r, {{ ,. 8TH S R ET (PUB C Rf ,' 5C 3 86rtl1_ �� 9 , u r I, —.Hs 1 i � GF5l f & rr I` � � i � f� K�5 «� ,m �?• 14 I yrR ytJ Z74 [ t It ° w §s3 19 co_. r .3 ror ." _ �. �7s3 fr VEGETATIVE PRACTICES A f w S MAP C COC PRACTICf. rvf;tAlt SYMBO EESCMPI j�"w,hd , .•^.. � r , a r QST arwc74,STRUCTURAL PRACTICES , " LA9 3 } h .. idaA xqy Nairox. .t r ✓ r., .� '/ ✓`.:. .^ .' ✓ f r ",".. / � p a .tew m.. --, *F,o-e mn vthR, n"`._C:_�>" v .s".�',. a, • -'' "� , 5h3 '+ v hxh,*.,s ,:,swt�a cmeu: uGL'"'� t'r"irrGYli: �3FTlutt SYME3vE9CIil"T".^d x eurva � rx*'3ttcfon.vMe ..+aniamid o-et�ar �'a= �� lrahla� inaW Pmol itmnxzsy tee yCY. sF3rEV H47 F , r�r 101 u ' a'P'H�4trw4i J }g t I WV1, M111— �} f - r P yea �� 8TH STREET (PUBLIC RIM ' it e r A n e W � T c Ij uj r �M iS N IW r E + �ttF fYPc: wi y ry f'i 1 � � &• � �G h I � � k f� .�, t7i ` 4 a r Y gpy A- 4 w pV s e r ,,, �-, ��� ,r ��.✓.�-�„.a.,s r-�='',r' �.- _, .� i € F I t` u,te � I r 7 r _ �` F ,. ,,. , rx. � '�.. ✓ _ ,: r`�—"."'�," .�",`.m,w.'g;-ate, -�«�, `r'. �. I E ,,� = t f I I 1 �ttv �� _'. r ✓ i r .. � t f s ' � v :;,. ,. .� ' rr i ,F'. ='.! � ,.. _} +' ✓', ,.'.�...✓ l �' , ` I '�7 i a € Y a 4 I R{ � vT /_± l f{ / -'�. ' ,.' l r f f 'r f +"y�r✓ 1 � I � I d f � i r ... OAE1''�! G ''LAN ` .n GHCCT FPy =PYPr_� M1M(F SQL ` Ti t FlN AI i 1 r� f Ilk a 8TH STREET {PUBLIC a r �. ...J...,,.. �Y L s[11zi.4"v n s 11 t w.. C W zt ' � & -.. t f44I6E 7,e ay o., f •• In Ml l ',"'p �t I wl w t r l3 .DA a r _ K4 wr ae v s , � r CtYW �' f I 1 r Ws1o1 1. ALL SUPPLY AIR REGISTERS SHALL BE 24 INCHES x 24 INCHES ADJUSTABLE WITH OVERHEAD FIBERGLASS DUCT (SEE FLOOR PLAN FOR SIZES), UNLESS OTHERWISE SPECIFIED. DUCTS IN UNCONDITIONED SPACES SHALL HAVE R-6 MINIMUM INSULATION AND R-8 INSULATION WHERE LOCATED OUTSIDE THE BUILDING. 2. INTERIOR DOORS SHALL BE UNDERCUT 1.5 INCHES ABOVE FINISHED FLOOR FOR AIR RETURN AND/OR AS NOTED ON FLOOR PLAN (FOR UNRATED DOORS) 3. HVAC EQUIPMENT SHALL BE EQUIPPED W/OUTSIDE FRESH AIR INTAKES PROVIDING 10 CFM PER PERSON & 0.12 CFM PER S.F. BLDG. AREA PER SECTION 403.3 OF THE IMC. 4. VENT FANS SHALL BE DUCTED TO THE EXTERIOR AND TERMINATE AT AN APPROVED VENT CAP. 5. EXHAUST FANS SHALL PROVIDE A MINIMUM OF 70 CFM FOR EACH WATER CLOSET AND URINAL AND SHALL VENT NO CLOSER THAN 10 FEET FROM MECHANICAL INTAKE. 6• THERMOSTAT MUST BE PROGRAMMABLE COMPLIANCE W/LOCAL REQUIREMENTS GA. RULE 110-2-4-03: ALL INDUSTRIAL BUILDINGS BEARING AN INSIGNIA OF APPROVAL ISSUED BY THE COMMISSIONER PURSUANT TO THESE RULES SHALL BE HELD TO COMPLY WITH THE REQUIREMENTS OF ALL ORDINANCES OR REGULATIONS ENACTED BY ANY LOCAL GOVERNMENT WHICH ARE APPLICABLE TO THE MANUFACTURER AND INSTALLATION OF SUCH BUILDINGS. THE DETERMINATION BY THE COMMISSIONER OF THE SCOPE OF SUCH APPROVAL IS FINAL. 1. TOILETS SHALL BE ELONGATED WITH NONABSORBENT OPEN FRONT SEATS. 2• REST ROOM WALLS SHALL BE COVERED WITH NONABSORBENT MATERIAL TO A MINIMUM HEIGHT OF 48 INCHES A.F.F. FLOORS SHALL HAVEA SMOOTH, HARD, NONABSORBENT SURFACE THAT EXTENDS UPWARD ONTO THE WALLS AT LEAST 6 INCHES. 3. THIS UNIT MUST BE CONNECTED TO A PUBLIC WATER SUPPLY AND SEWER SYSTEM IF THESE ARE AVAILABLE. 4. ALL PLUMBING FIXTURES SHALL HAVE SEPARATE SHUTOFF VALVES. 5. WATER HEATER SHALL HAVE SAFETY PAN WITH 1 INCH DRAIN TO EXTERIOR, T & P RELIEF VALVE WITH DRAIN TO EXTERIOR, AND A SHUT OFF VALVE WITHIN 3 FEET ON A COLD WATER SUPPLY LINE. 6. DWV SYSTEM SHALL BE EITHER ABS OR PVC - DWV. 7• WATER SUPPLY LINES SHALL BE PEX AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS LIMITATIONS AND INSTRUCTIONS. 8. WATER CLOSETS ARE TANK TYPE AND URINALS ARE FLUSH TANK TYPE UNLESS OTHERWISE SPECIFIED. 9. BUILDING DRAIN AND CLEANOUTS ARE DESIGNED AND SITE INSTALLED BY OTHERS, SUBJECT TO LOCAL JURISDICTION APPROVAL. 10. SHOWERS SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE WITH A MAXIMUM WATER OUTLET TEMPERATURE OF 120-F (48.8'C). 11. THERMAL EXPANSION DEVICE, IF REQUIRED BY WATER HEATER INSTALLED, AND IF NOT SHOWN ON PLUMBING PLAN, IS DESIGNED AND SITE INSTALLED BY OTHERS, SUBJECT TO LOCAL APPROVAL. 12, WATER PIPES INSTALLED IN A WALL EXPOSED TO THE EXTERIOR SHALL BE LOCATED ON THE HEATED SIDE OF THE WALL INSULATION. 13. WATER, SOIL AND WASTE PIPES IN UNCONDITION SPACES SHALL BE INSULATED AND PROTECTED FROM FREEZING. 14. CUSTOMER ASSUMES ALL RESPONSIBILTY FOR REQUIRED PLUMBING FACILITIES WHEN NOT SHOWN ON THE PLANS. 15. TEMPERED WATER SHALL BE SUPPLIED THROUGH A WATER TEMP LIMITING DEVICE THAT CONFORMS TO ASSE 1070 AND SHALL LIMIT THE TEMPERED WATER TO A MAX OF 110'F(43'C) 16. WHEN RESTROOM FACILITIES AND/OR PLUMBING FIXTURES REQUIRED PER CODE ARE NOT PROVIDED WITHIN THE BUILDING, A HANDICAPPED ACCESSIBLE FACILITY MUST BE PROVIDED ON SITE WITHIN THE ALLOWABLE DISTANCE PER CODE. THE REQUIRED FACILITY SHALL BE THE RESPONSIBILITY OF THE BUILDING OWNER AND IS SUBJECT TO THE REVIEW AND APPROVAL OF THE LOCAL JURISDICTION HAVING AUTHORITY. THIS NOTE SHALL BE INDICATED ON THE DATA PLATE 1. ACCESS TO BUILDING FOR PERSONS IN WHEELCHAIRS IS DESIGNED BY AND FIELD BUILT BY OTHERS AND SUBJECT TO LOCAL JURISDICTION APPROVAL. THE PRIMARY ENTRANCE MUST BE ACCESSIBLE. 2. ALL DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS SHALL NOT BE USED. 3. ALL GLAZING WITHIN A 24 INCH ARC OF DOORS, WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR, AND ALL GLAZING IN DOORS SHALL BE SAFETY, TEMPERED OR ACRYLIC PLASTIC SHEET. 4, SEE CROSS SECTION FOR ROOF TO WALL AND WALL TO FLOOR CONNECTIONS AND TIE DOWN REQUIRMENTS / 5. STRAPPING MUST BE TESTED AND/OR CERTIFIED TO VERIFY THE STRUCTURAL CAPACITY. APPROPRIATE DOCUMENTATION MUST BE ON FILE AT THE MODULAR BUILDING FACTORY. 6. WINDOWS AND DOORS MUST BE CERTIFIED FOR COMPLIANCE WITH THE WIND DESIGN PRESSURE FOR COMPONENTS AND CLADDING. 7. A FIRE ALARM MUST BE SITE INSTALLED BY OTHERS, SUBJECT TO APPROVAL BY AUTHORITY HAVING JURISDICTION. 8• PROVISIONS FOR EXIT DISCHARGE LIGHTING ARE THE RESPONSIBILITY OF THE GENRAL CONTRACTOR AND SUBJECT TO LOCAL JURISDICTION APPROVAL WHEN NOT SHOWN ON THE FLOOR PLAN (INCLUDING EMERGENCY LIGHTING, WHEN REQUIRED). 9. PORTABLE FIRE EXTINGUISHER PER N.F.P.A. - 10 INSTALLED BY OTHERS ON SITE, AND SUBJECT TO LOCAL JURISDICTION. 10• IN WIND-BORNE DEBRIS REGIONS, EXTERIOR GLAZING SHALL BE IMPACT RESISTANT OR PROTECTED WITH AN IMPACT RESISTANT COVERING MEETING THE REQUIRMENTS OF AN APPROVED IMPACT RESISTANT STANDARD, OR ASTM E1996. WIND-BORNE DEBRIS REGIONS ARE DESIGNATED IN SECTION 1609 OF THE IBC. WINDOW & DOOR SPECIFICATIONS 1. DBL. PANE WINDOWS ARE REQUIRED FOR ALL CLIMATE ZONES. SEE THE COMCHECK ENERGY CALCULATIONS FOR THE MAXIMUM ALLOWED U -FACTOR AND SHGC. 2. THE MAXIMUM ALLOWABLE AIR LEAKAGE RATE FOR WINDOWS IS 0.3 CFM PER SQUARE FEET OF WINDOW AREA. 3. THE MAXIMUM ALLOWABLE AIR LEAKAGE RATE FOR EXTERIOR DOORS IS 0.3 CFM PER SQUARE FEET OF DOOR AREA. 12 11/4 REAR ELEVATION 1. ALL CIRCUITS AND EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH THE APPROPRIATE ARTICLES OF THE NATIONAL ELECTRICAL CODE (NEC). 2. WHEN LIGHT FIXTURES ARE INSTALLED IN CLOSETS THEY SHALL BE SURFACE MOUNTED OR RECESSED. INCANDESCENT FIXTURES SHALL HAVE COMPLETELY ENCLOSED LAMPS. SURFACE MOUNTED INCANDESCENT FIXTURES SHALL HAVE A MINIMUM CLEARANCE OF 12 INCHES AND ALL OTHER FIXTURES SHALL HAVE A MINIMUM CLEARANCE OF 6 INCHES FROM "CLOSET STORAGE SPACE" AS DEFINED BY NEC ARTICLE 410.2. 3. WHEN WATER HEATERS ARE INSTALLED THEY SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATERS SERVED. THE BRANCH CIRCUIT SWITCH OR CIRCUIT BREAKER SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS ONLY WHERE THE SWITCH OR CIRCUIT BREAKER IS WITHIN SIGHT FROM THE WATER HEATER OR IS CAPABLE OF BEING LOCKED IN THE OPEN POSITION. 4. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED. A UNIT SWITCH WITH A MARKED "OFF" POSITION THAT IS A PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL UNGROUNDED CONDUCTORS SHALL BE PERMITTED AS THE DISCONNECTING MEANS WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER. 5. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS BEING IN COMPLI- ANCE W/ARTICLES 110.9 & 110.10 OF THE NEC BY LOCAL ELECTRICAL CONSULTANT. 6. THE MAIN ELECTRICAL PANEL AND FEEDERS ARE DESIGNED BY OTHERS, SITE INSTALLED AND SUBJECT TO LOCAL JURISDICTION APPROVAL. 7. ALL CIRCUITS CROSSING OVER MODULE MATING LINE(S) SHALL BE SITE CONNECTED WITH APPROVED ACCESSIBLE JUNCTION BOXES, OR CABLE CONNECTORS. 8. ALL RECEPTACLES INSTALLED IN WET LOCATIONS (EXTERIOR) SHALL BE IN WEATHER PROOF (WP) ENCLOSURES. THE INTEGRITY OF WHICH IS NOT AFFECTED WHEN AN ATTACHMENT PLUG CAP IS INSERTED OR REMOVED. THE RECEPT ITSELF SHALL ALSO BE LISTED FOR DAMP AND WET LOCATIONS AS PER NEC. 9. EXTERIOR LIGHTS NOT INTENDED FOR 24 HOUR USE SHALL BE CONNECTED TO A PHOTOCELL OR TIMER. 10. OCCUPANCY SENSOR SWITCHES SHALL PROVIDE A BI -LEVEL LIGHTING CONTROL TO PROVIDE EITHER CONTINUOUS DIMMING„ OR AT LEAST ONE INTERMEDIATE STEP IN LIGHTING POWER BETWEEN 30% & 70% OF FULL POWER IN ADDITION TO FULL ON AND FULL OFF. 11. AUTOMATIC CONTROL DEVICES SHALL BE INSTALLED TO AUTOMATICALLY TURN OFF LIGHTS WITHIN 30 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE AND SHALL EITHER BE MANUAL ON OR SHALL BE CONTROLLED TO AUTOMATICALLY TURNTHE LIGHTING ON TO NOT MORE THAN 50% POWER. 12. THE BUILDINGS FIRE ALARM SYSTEM (PROTECTIVE SIGNALING SYSTEMS, FIRE DETECTION SYSTEMS, ETC.) SHALL BE DESIGNED IN ACCORDANCE WITH NEPA 101 AND NFPA 72 AND SITE INSTALLED BY OTHERS SUBJECT TO LOCAL BUILDING OFFICIAL REVIEW AND APPROVAL. THE FIRE ALARM CONTROL PANEL MUST BE INSTALLED IN A HIGHLY VISIBLE LOCATION ACCEPTABLE TO THE LOCAL AUTHORITY HAVING JURISDICTION. (THE FACP CANNOT BE INSTALLED IN A CLOSET OR BATHROOM). 13. TAMPER RESISTANT RECEPTS TO BE PROVIDED IN EDUCATION BUILDING SERVING ELEMENTARY, PRE-SCHOOL AND YOUNGER. y»comtKeml1ago�MIA nINOki �1I=cmM • ANY SITE ADDED STRUCTURES MUST BE INDEPENDENT OF THE FACTORY BUILDING UNLESS THE ENTIRE BUILDING IS REVALUATED BY THE SITE ENGINEER. • TYPICAL FOUNDATION LAYOUT SHOWN IN THIS PACKAGE IS TO AID THE SITE ENGINEER/ARCHITECT FOR LOCATIONS OF REQUIRED SUPPORTS. ACTUAL FOUNDATION MUST BE DESIGNED TO SITE CONDITIONS FOR ALL APPLICABLE LOADS. THIS INCLUDES BUT IS NOT LIMITED TO CONSTRUCTION OF THE FOUNDATION SEISMIC DESIGN AND ATTACHING THE BUILDING TO THE FOUNDATION, ALONG WITH THE RESISTANCE TO LATERAL, LONGITUDINAL SHEAR, UPLIFT AND DOWNWARD FORCES IN BOTH DIRECTIONS. REFER TO BRACING PAGE FOR APPLICABLE BRACING/SEISMIC LOADS FOR ATTACHING THE BUILDING TO FOUNDATIONS. • ENGINEER SEAL APPLIES ONLY TO FACTORY MANUFACTURED STRUCTURAL PORTION OF THE BUILDING. SEAL DOES NOT APPLY TO SITE INSTALLED ELEMENTS OR PORTIONS BUILT ON SITE SUCH AS, BUT NOT LIMITED TO: FOUNDATION, BRACING TIE DOWN TO FOUNDATION, EXTERIOR STEPS„ OR OTHER SITE WORKS. SITE WORK MUST BE DESIGNED BY OTHERS FOR SITE CONDITIONS, UNDER LOCAL JURISDICATION. I SITE INSTALLED ITEMS I THE FOLLOWING ITEMS HAVE NOT BEEN COMPLETED BY THE MANUFACTURER, HAVE NOT BEEN INSPECTED BY RADCO AND ARE NOT CERTIFIED BY THE STATE MODULAR LABEL. NOTE THAT THIS LIST DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK AND MATERIAL THAT MAY BE REQUIRED FOR A COMPLETE INSTALLATION. ALL SITE RELATED ITEMS ARE SUBJECT TO LOCAL JURISDICTION APPROVAL. CODE COMPLIANCE MUST BE DETERMINED AT THE LOCAL LEVEL. 1. THE COMPLETE FOUNDATION SUPPORT AND TIE DOWN SYSTEM. 2. RAMPS, STAIRS AND GENERAL ACCESS TO THE BUILDING. 3. PORTABLE FIRE EXTINGUISHER(S). 4. GUTTERS AND DOWN SPOUTS 5. ELECTRICAL SERVICE HOOK-UP (INCLUDING FEEDERS) TO THE BUILDING. 6. THE MAIN ELECTRICAL PANEL AND SUB -FEEDERS 7. CONNECTION OF ELECTRICAL CIRCUITS CROSSING OVER MODULE MATELINE(S) - (MULTI -UNITS ONLY). 8. STRUCTURAL AND AESTHETIC INTERCONNECTIONS BETWEEN MODULES (MULTI -UNITS ONLY). 9. FIRE INSPECTION 10.GLAZED OPENING PROTECTION (SEE GENERAL NOTE NO. 8) 11. BUILDING DRAINS, CLEAN OUTS, AND HOOK-UPS TO PLUMBING SYSTEM 12. FIRE ALARM 12 11/4 RIGHT ELEVATION ELEVATION NOTES: TYPICAL SEE -CROSS SECTION FOR METHOD OF ROOF VENTILATION ACCESSIBLE RAMP(S), STAIR(S), AND HANDRAILS ARE SITE INSTALLED, DESIGNED BY OTHERS, AND SUBJECT TO LOCAL JURISDICTION. FOUNDATION ENCLOSURE (WHEN PROVIDED) MUST HAVE 1 SQUARE FOOT NET VENT AREA PER 1/150TH OF THE FLOOR AREA, AND AN 18" X 24" MINIMUM CRAWL SPACE ACCESS, SITE INSTALLED BY OTHERS SUBJECT TO LOCAL JURISDICTION. ELEVATIONS SHOWN ON THIS PAGE REPRESENT BASIC COMPONENTS & ARE NOT INTENEDED TO BE ALL INCLUSIVE NOR DO THESE ELEVATIONS DETAIL EVERY CODE REQUIRED ASPECT OF THIS BLDG.. SITE BUILT STOOPS, STEPS, DECKS, PORCHES, HANDRAILS AND/OR SIMILAR ITEMS MUST BE PROVIDED BY OTHERS ON SITE FOR COMPLIANCE WITH APPLICABLE CODES. COMPLIANCE WITH ALL APPLICABLE CODES PER LOCAL AUTHORITY HAVING JURISDICTION, WHETHER DETAILED IN THIS SET OR NOT, MUST BE MET LEFT ELEVATION BUILDING PARAMETERS 1. USE/OCCUPANCY: EDUCATION 2. CONSTRUCTION TYPE: VB 3. SPRINKLER SYSTEM: YES 4. BUILDING AREA: 6870 S.F. 5. BUILDING HEIGHT: 15 FEET 6. NUMBER OF STORIES: 1 7. NUMBER OF MODULES: 8 8. OCCUPANT LOAD 216 BASED ON 20 NET SF/PERSON IN CLASSROOM AND 100 SF/PERSON ELSEWHERE. 9. EXTERIOR WALL FIRE RATING: NOT RATED 10. THIS BUILDING MUST BE INSTALLED WITH THE FIRE SEPARATION DISTANCES REQUIRED BY IBC 602 AND SECTION 705.3. 11. ENGERGY CODE COMPLIANCE: SEE ATTACHED ENERGY CALCULATIONS. 12. MANUFACTURERS DATA PLATE, STATE LABELS AND RADCO LABELS ARE TO BE LOCATED ADJACENT TO ELECTRICAL PANEL. FRONT ELEVATION OVERHANG: ENDWALLS: 6" SIDEWALLS: 2" STRUCTURAL LOAD LIMITATIONS: BUILDING RISK CATAGORY: III FLOOR DEAD AND LIVE LOAD: A. DEAD LOAD = 12 PSF (AVERAGE). B. UNIFORM LIVE LOAD = 100PSF CORRIDORS, 40 PSF ELSEWHERE. - C. CONCENTRATED LIVE LOAD 1000 LB. OVER 30 INCH X 30 INCH AREA LOCATED ANYWHERE ON FLOOR. NOTE: UNIFORM AND CONCENTRATED LIVE LOADS ARE NOT SIMULTANEOUSLY APPLIED. ROOF DEAD AND LIVE LOAD: A. DEAD LOAD = 13 PSF (AVERAGE). B. LIVE LOAD = 20 PSF. ROOF SNOW LOAD: A. GROUND SNOW LOAD: Pg = 20 PSF B. FLAT -ROOF SNOW LOAD: Pf = 20 PSF C. SNOW EXPOSURE FACTOR: Ce = 1.0 D. SNOW IMPORTANCE FACTOR: Is = 1.1 E. SNOW THERMAL FACTOR: Ct = 1.0 F. ROOF SLOPE FACTOR: Cs = 1.0 G. SLOPED ROOF SNOW LOAD: Ps = Pf X Cs H. DESIGN IS BASED ON FULL OR PARTIALLY EXPOSED ROOF PER ASCE 7-16. WIND LOAD: A. BASIC WIND SPEED (3 -SEC GUST): V = 180 MPH B. ASD WIND SPEED (3 -SEC GUST): Vasd = 140 MPH C. RISK CATEGORY: III D. WIND EXPOSURE CATEGORY: C E. INTERNAL PRESSURE COEFFICIENT: GCpi = 0.18 F. COMPONENT & CLADDING BASIC DESIGN PRESSURES (ASD DESIGN PRESSURE) FOR ROOF ANGLES 0 TO 7 DEGREES: WALL ZONE 5: P = +/- 94.4 PSF (Pasd = +/-56.6 PSF) WALL ZONE 4: P = +/-76.5 PSF (Pasd = +/-45.9 PSF) ROOF ZONE 3: P = - 202.0 PSF (Pasd = +/-121.2 PSF) ROOF ZONE 2: P = - 148.2 PSF (Pasd = +/-88.9 PSF) ROOF ZONE 1: P = - 112.4 PSF (Pasd = +/-67.4 PSF) ROOF ZONE 1': P = - 64.5 PSF (Pasd = +/-38.7 PSF) G. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE UPPER HALF OF A HILL OR ESCARPMENT EXCEEDING 15 FEET IN HEIGHT. H. BUILDING DESIGN IS BASED ON "ENCLOSED" CLASSIFICATION. I. BUILDING MEAN ROOF HEIGHT SHALL NOT EXCEED 15 FEET. SEISMIC LOAD: A. RISK CATEGORY IS III. B. SEISMIC IMPORTANCE FACTOR IS 1.25 C. SEISMIC SITE CLASS IS D. D. SPECTRAL RESPONSE COEFFICIENTS: Ss= 1.097 S1 = 0.348 Sds = 0.776 Sd1 = 0.395 E. SEISMIC DESIGN CATEGORY IS D. F. SEISMIC FORCE RESISTING SYSTEM IS A15. G. EQUIVALENT LATERAL FORCE ANALYSIS PROCEDURE. H. RESPONSE MODIFICATION FACTOR R = 6.5. I. SEISMIC RESPONSE COEFFICIENT Cs = 0.15 J. DESIGN BASE SHEAR V = 15487 LBS FLOOD LOAD: THE MODULAR BUILDING UNITS ARE NOT DESIGNED TO BE SUBMERGED OR SUBJECT TO WAVE ACTION. IF INSTALLED IN A FLOOD PLAIN, THE MODULAR BUILDING UNITS MUST BE INSTALLED ABOVE THE MINIMUM BASE FLOOD ELEVATION DERIVED FROM APPROPRIATE FLOOD ELEVATION MAPS FOR THE BUILDING SITE OR SET ON A FOUNDATION DESIGNED FOR FLOOD LEVELS. ROOF RAIN LOAD: A. RAIN INTENSITY: i = 4.7 INCHES/HOUR APPROVED -STATE OF GEORGIA INDUSTRIALIZED BUILDINGS PROGRAM DESIGN APPROVAL AGENCY: RADCO CONST. TYPE VB OCCUPANCY E FLOOR LL (PSF) 40100 WIND VELOCITY (MPH) 180140 SEISMIC DESIGN C CATEGORY EXTERIOR WALL FIRE 0 RATING (HRS) PLAN NUMBER DBI 9286 APPROVAL DATE 04/30!2027 to CO ACCESSIBILITY NOTtt!ICat101,#:44492 1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN SHALL BE DISPLAYED AT ALL ACCESSIBLE RESTROOM FACILITIES AND AT ACCESSIBLE BUILDING ENTRANCES UNLESS ALL ENTRANCES ARE ACCESSIBLE. INACCESSIBLE ENTRANCES SHALL HAVE DIRECTIONAL SIGNS INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE. 2. ACCESSIBLE DRINKING FOUNTAINS SHALL HAVE A SPOUT HEIGHT NO HIGHER THAN 36 INCHES ABOVE THE FLOOR AND EDGE OF BASIN NO HIGHER THAN 34 INCHES ABOVE THE FLOOR FOR INDIVIDUALS IN WHEELCHAIRS. ADDITIONALLY, DRINKING WATER PROVISIONS SHALL BE MADE FOR INDIVIDUALS WHO HAVE DIFFICULTY BENDING. 3. WHERE STORAGE FACILITIES SUCH AS CABINETS, SHELVES, CLOSETS AND DRAWERS ARE PROVIDED AT LEAST ONE TYPE PROVIDED SHALL CONTAIN STORAGE SPACE COMPLYING WITH THE FOLLOWING: DOORS ETC. TO SUCH SPACES SHALL BE ACCESSIBLE (I.E. TOUCH LATCHES, U -SHAPED PULLS); SPACES SHALL BE 15 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FLOOR FOR FORWARD REACH OR SIDE REACH; CLOTHES RODS OR COAT HOOKS SHALL BE A MAXIMUM OF 48 INCHES ABOVE THE FLOOR (46 INCHES MAXIMUM WHEN DISTANCE FROM WHEEL CHAIR TO ROD EXCEEDS 10 INCHES). SHELVES IN KITCHENS OR TOILET ROOMS SHALL BE 40 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE IN FLOOR. 4. CONTROLS, DISPENSERS, RECEPTACLES AND OTHER OPERABLE EQUIPMENT SHALL BE NO HIGHER THAN 48 INCHES ABOVE THE FLOOR. RECEPTACLES ON WALLS SHALL BE MOUNTED NO LESS THAN 15 INCHES ABOVE THE FLOOR. EXCEPTION; HEIGHT LIMITATIONS DO NOT APPLY WHERE THE USE OF SPECIAL EQUIPMENT DICTATES OTHERWISE OR WHERE ELECTRICAL RECEPTACLES ARE NOT NORMALLY INTENDED FOR USE BY BUILDING OCCUPANTS. 5. WHERE EMERGENCY WARNING SYSTEMS ARE PROVIED, THEY SHALL INCLUDE BOTH AUDIBLE AND VISUAL ALARMS. THE VISUAL ALARMS SHALL BE LOCATED THROUGHOUT, INCLUDING RESTROOM, AND PLACED 80 INCHES ABOVE THE FLOOR OR 6 INCHES BELOW CEILING,WHICH- EVER IS LOWER. 6. ALL DOORS SHALL BE OPENABLE BY A SINGLE EFFORT. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS MINIMUM. THE MAXIMUM FORCE REQUIRED FOR PUSHING OR PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL NOT EXCEED 5 LBS. FOR ALL SLIDING, FOLDING, AND INTERIOR HINGED DOORS. 7. FLOOR SURFACES SHALL BE STABLE, FIRM, AND SLIP -RESISTANT. CHANGES IN LEVEL BET- WEEN 0.25 INCH AND 0.5 INCH SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2 CHANGES IN LEVEL GREATER THAN 0.5 INCH REQUIRE RAMPS. CARPET PILE THICKNESS SHALL BE 0.5 MAX. GRATINGS IN FLOOR SHALL HAVE SPACES NO GREATER THAN 0.5 INCH WIDE IN ONE DIRECTION. DOORWAY THRESHOLDS SHALL NOT EXCEED 0.5 INCH IN HEIGHT. 8. ACCESSIBLE WATER CLOSETS SHALL BE 17 INCHES TO 19 INCHES, MEASURED FROM THE FLOOR TO THE TOP OF THE SEAT. GRAB BARS SHALL BE 36 INCHES LONG MINIMUM WHEN LOCATED BEHIND WATER CLOSET AND 42 INCHES MINIMUM WHEN LOCATED ALONG SIDE OF WATER CLOSET, AND SHALL BE MOUNTED 33 INCHES TO 36 INCHES ABOVE THE FLOOR. IN ADDITION, A VERTICAL GRAB BAR 18 INCHES MINIMUM IN LENGTH SHALL BE MOUNTED ON THE SIDEWALL WITH THE BOTTOM OF THE BAR LOCATED BETWEEN 39 AND 41 INCHES ABOVE THE FLOOR, AND WITH THE CENTER LINE OF THE BAR LOCATED BETWEEN 39 INCHES AND 41 INCHES FROM THE REAR WALL. 9. ACCESSIBLE URINALS SHALL BE STALL -TYPE OR WALL HUNG WITH ELONGATED RIMS AT A MAXIMUM OF 17 INCHES ABOVE THE FLOOR. 10. ACCESSIBLE LAVATORIES AND SINKS SHALL BE MOUNTED WITH THE RIM NO HIGHER THAN 34 INCHES ABOVE THE FLOOR (THIS EXCLUDES SINKS IN CABINETRY). KNEE CLEARANCE OF AT LEAST 27 INCHES HIGH MUST BE PROVIDED WITH A MINIMUM DEPTH OF 8 INCHES BENEATH THE FIXTURE, AND 9 INCHES HIGH MINIMUM WITH A MINIMUM DEPTH OF 11 INCHES BENEATH THE FIXTURE. THE KNEE SPACE MUST BE AT LEAST 30 INCHES WIDE. 11. HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. INSULATION OR PROTECTION MATERIALS MAY BE SITE INSTALLED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER ACCESSIBLE LAVATORIES AND SINKS. 12. ACCESSIBLE LAVATORIES AND SINKS SHALL HAVE ACCESIBLE FAUCETS (I.E. LEVER -OPERATED, PUSH TYPE, ELECTRONICALLY CONTROLLED). 13. MIRRORS LOCATED ABOVE LAVATORIES, SINKS OR COUNTERS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE A MAXIMUM OF 40 INCHES ABOVE THE FLOOR. OTHER MIRRORS IN TOILET ROOMS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 35 INCHES MAXIMUM ABOVE THE FLOOR. 14. GRAB BARS HAVING A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF 1.25 INCHES MINIMUM AND 2.0 INCHES MAXIMUM. THE SPACE BETWEEN THE GRAB BAR AND THE WALL SHALL BE 1.5 INCHES. 15. WATER CLOSET FLUSH CONTROL SHALL BE INSTALLED A MAXIMUM OF 36 INCHES ABOVE THE FLOOR AND SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET. 16. DOORS TO ALL ACCESSIBLE SPACES SHALL HAVE ACCESSIBLE HARDWARE (I.E. LEVER - OPERRATED, PUSHTYPE, U -SHAPED) MOUNTED WITH OPERABLE PARTS BETWEEN 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FLOOR. 17. TOILET STALL DOORS SHALL BE THE SELF-CLOSING TYPE. 18. A TOWEL DISPENSER SHALL BE LOCATED ADJACENT TO ALL ACCESSIBLE LAVTORIES. CODE SUMMARY: DRAWING INDEX 1 OF 5 COVER SHEET 2 OF 5 FLOOR PLAN 3 OF 5 ELECT PLAN 4 OF 5 MECH PLAN 5 OF 5 CROSS SECTION 1 OF 1 FOUNDATION APPROVED -STATE OF GEORGIA INDUSTRIALIZED BUILDINGS PROGRAM DESIGN APPROVAL AGENCY: RADCO CONST. TYPE VB OCCUPANCY E FLOOR LL (PSF) 40100 WIND VELOCITY (MPH) 180140 SEISMIC DESIGN C CATEGORY EXTERIOR WALL FIRE 0 RATING (HRS) PLAN NUMBER DBI 9286 APPROVAL DATE 04/30!2027 to CO ACCESSIBILITY NOTtt!ICat101,#:44492 1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN SHALL BE DISPLAYED AT ALL ACCESSIBLE RESTROOM FACILITIES AND AT ACCESSIBLE BUILDING ENTRANCES UNLESS ALL ENTRANCES ARE ACCESSIBLE. INACCESSIBLE ENTRANCES SHALL HAVE DIRECTIONAL SIGNS INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE. 2. ACCESSIBLE DRINKING FOUNTAINS SHALL HAVE A SPOUT HEIGHT NO HIGHER THAN 36 INCHES ABOVE THE FLOOR AND EDGE OF BASIN NO HIGHER THAN 34 INCHES ABOVE THE FLOOR FOR INDIVIDUALS IN WHEELCHAIRS. ADDITIONALLY, DRINKING WATER PROVISIONS SHALL BE MADE FOR INDIVIDUALS WHO HAVE DIFFICULTY BENDING. 3. WHERE STORAGE FACILITIES SUCH AS CABINETS, SHELVES, CLOSETS AND DRAWERS ARE PROVIDED AT LEAST ONE TYPE PROVIDED SHALL CONTAIN STORAGE SPACE COMPLYING WITH THE FOLLOWING: DOORS ETC. TO SUCH SPACES SHALL BE ACCESSIBLE (I.E. TOUCH LATCHES, U -SHAPED PULLS); SPACES SHALL BE 15 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FLOOR FOR FORWARD REACH OR SIDE REACH; CLOTHES RODS OR COAT HOOKS SHALL BE A MAXIMUM OF 48 INCHES ABOVE THE FLOOR (46 INCHES MAXIMUM WHEN DISTANCE FROM WHEEL CHAIR TO ROD EXCEEDS 10 INCHES). SHELVES IN KITCHENS OR TOILET ROOMS SHALL BE 40 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE IN FLOOR. 4. CONTROLS, DISPENSERS, RECEPTACLES AND OTHER OPERABLE EQUIPMENT SHALL BE NO HIGHER THAN 48 INCHES ABOVE THE FLOOR. RECEPTACLES ON WALLS SHALL BE MOUNTED NO LESS THAN 15 INCHES ABOVE THE FLOOR. EXCEPTION; HEIGHT LIMITATIONS DO NOT APPLY WHERE THE USE OF SPECIAL EQUIPMENT DICTATES OTHERWISE OR WHERE ELECTRICAL RECEPTACLES ARE NOT NORMALLY INTENDED FOR USE BY BUILDING OCCUPANTS. 5. WHERE EMERGENCY WARNING SYSTEMS ARE PROVIED, THEY SHALL INCLUDE BOTH AUDIBLE AND VISUAL ALARMS. THE VISUAL ALARMS SHALL BE LOCATED THROUGHOUT, INCLUDING RESTROOM, AND PLACED 80 INCHES ABOVE THE FLOOR OR 6 INCHES BELOW CEILING,WHICH- EVER IS LOWER. 6. ALL DOORS SHALL BE OPENABLE BY A SINGLE EFFORT. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS MINIMUM. THE MAXIMUM FORCE REQUIRED FOR PUSHING OR PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL NOT EXCEED 5 LBS. FOR ALL SLIDING, FOLDING, AND INTERIOR HINGED DOORS. 7. FLOOR SURFACES SHALL BE STABLE, FIRM, AND SLIP -RESISTANT. CHANGES IN LEVEL BET- WEEN 0.25 INCH AND 0.5 INCH SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2 CHANGES IN LEVEL GREATER THAN 0.5 INCH REQUIRE RAMPS. CARPET PILE THICKNESS SHALL BE 0.5 MAX. GRATINGS IN FLOOR SHALL HAVE SPACES NO GREATER THAN 0.5 INCH WIDE IN ONE DIRECTION. DOORWAY THRESHOLDS SHALL NOT EXCEED 0.5 INCH IN HEIGHT. 8. ACCESSIBLE WATER CLOSETS SHALL BE 17 INCHES TO 19 INCHES, MEASURED FROM THE FLOOR TO THE TOP OF THE SEAT. GRAB BARS SHALL BE 36 INCHES LONG MINIMUM WHEN LOCATED BEHIND WATER CLOSET AND 42 INCHES MINIMUM WHEN LOCATED ALONG SIDE OF WATER CLOSET, AND SHALL BE MOUNTED 33 INCHES TO 36 INCHES ABOVE THE FLOOR. IN ADDITION, A VERTICAL GRAB BAR 18 INCHES MINIMUM IN LENGTH SHALL BE MOUNTED ON THE SIDEWALL WITH THE BOTTOM OF THE BAR LOCATED BETWEEN 39 AND 41 INCHES ABOVE THE FLOOR, AND WITH THE CENTER LINE OF THE BAR LOCATED BETWEEN 39 INCHES AND 41 INCHES FROM THE REAR WALL. 9. ACCESSIBLE URINALS SHALL BE STALL -TYPE OR WALL HUNG WITH ELONGATED RIMS AT A MAXIMUM OF 17 INCHES ABOVE THE FLOOR. 10. ACCESSIBLE LAVATORIES AND SINKS SHALL BE MOUNTED WITH THE RIM NO HIGHER THAN 34 INCHES ABOVE THE FLOOR (THIS EXCLUDES SINKS IN CABINETRY). KNEE CLEARANCE OF AT LEAST 27 INCHES HIGH MUST BE PROVIDED WITH A MINIMUM DEPTH OF 8 INCHES BENEATH THE FIXTURE, AND 9 INCHES HIGH MINIMUM WITH A MINIMUM DEPTH OF 11 INCHES BENEATH THE FIXTURE. THE KNEE SPACE MUST BE AT LEAST 30 INCHES WIDE. 11. HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. INSULATION OR PROTECTION MATERIALS MAY BE SITE INSTALLED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER ACCESSIBLE LAVATORIES AND SINKS. 12. ACCESSIBLE LAVATORIES AND SINKS SHALL HAVE ACCESIBLE FAUCETS (I.E. LEVER -OPERATED, PUSH TYPE, ELECTRONICALLY CONTROLLED). 13. MIRRORS LOCATED ABOVE LAVATORIES, SINKS OR COUNTERS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE A MAXIMUM OF 40 INCHES ABOVE THE FLOOR. OTHER MIRRORS IN TOILET ROOMS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 35 INCHES MAXIMUM ABOVE THE FLOOR. 14. GRAB BARS HAVING A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF 1.25 INCHES MINIMUM AND 2.0 INCHES MAXIMUM. THE SPACE BETWEEN THE GRAB BAR AND THE WALL SHALL BE 1.5 INCHES. 15. WATER CLOSET FLUSH CONTROL SHALL BE INSTALLED A MAXIMUM OF 36 INCHES ABOVE THE FLOOR AND SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET. 16. DOORS TO ALL ACCESSIBLE SPACES SHALL HAVE ACCESSIBLE HARDWARE (I.E. LEVER - OPERRATED, PUSHTYPE, U -SHAPED) MOUNTED WITH OPERABLE PARTS BETWEEN 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FLOOR. 17. TOILET STALL DOORS SHALL BE THE SELF-CLOSING TYPE. 18. A TOWEL DISPENSER SHALL BE LOCATED ADJACENT TO ALL ACCESSIBLE LAVTORIES. CODE SUMMARY: STATE BUILDING ELECTRICAL MECHANICAL PLUMBING ACCESSIBILTY ENERGY CODE CODES: SEE NOTES 2018 IBC W/2020 REVISIONS: BY: DESTINATION: TYBEE ISLAND AMEND. CHH APTER 120-3-3 2020 NEC 2018 IMC W/2020 2018 IPC W 2020 / GA. ACCESS. 2015 IECC W 2020 / 2018 LIFE SAFETY NO AMEND GA. AMEND. GA. AMEND. CODE, CHAPTER GA. AMENDS. GEORGIA CODE W/GA AMEND 120-3-20 2010 ADA FIRE 2018 IFC W/GA. AMEND. JOHN A. BODZIAK ARCHITECT, A.IA. PA. ARCHITECTURE, DESIGN AND CONSTRUCTION MANAGEMENT GEORGIA REGISTRATION NO. RA010759 EMAIL: jack®jabodziak.com 743 49TH STREET NORTH ST. PETERSBURG, FLORIDA 33762 TEL: (727) 327-1�96■6 FAX: (727) 865-5119 /cOFG /29/20 cgrE� RED ARG D DIAMOND BUILDERS INC. BI P.O. BOX 2200 440 THOMPSON DR. DOUGLASS, GEORGIA 31534 (912) 384-7080 DATE: 4-18-21 THIRD PARTY: RADCO 5801 BENJAMIN CENTER, SUITE 102 SCALE : NO SCALE TAMPA, FLORIDA 33634 813-243-0370 CODES: SEE NOTES STATES: GA. REVISIONS: BY: DESTINATION: TYBEE ISLAND DB19286 A -H SHEET 107'-4" x 64'-0" EDUCATION 1 OF 5 COVER SHEET Community Affairs 00 1 - M OVERHANG: ENDWALLS6' SIDEWALLS: 2" C-4 00 LINE PLENUM W/ 12" GYP. BOARD 7 (TYPICAL) 00 N C14 00 I in 7'-4" FO (3) LAYER 3/4% 24" PLYWOOD BEAM CLASSROOM VCT O (3) LAYER 3/4% 24" PLYWOOD BEAM CLASSROOM VCT 64'-0" 42 36$ -Op 29'-0" 18'-1 8'-1 +t7l- —8'-0" 26'-2" + -- — — — — — — -- HEADER & COLUMNS 0 PER STATE DESIGN 0 PACKAGE. 127'-8' V CLASSROOM VCT FO OO (3) LAYER 3/4", 24- PLYWOOD BEAM \LD/ (3) LAYER 374 2-4-!' PLYWOOD BEAM 0 CLASSROOM VCT 4 (3) LAYER 3/4", 24- PLYWOOD BEAM O ATTIC DRAFTSOTP THIS LOCATION, ENTIRE LENGTH OF BUILDING 04 (_v) rv� V 8'-4" 17'-6" e- 111— 10 GAL W/H '22'-62>7,2'-7" 2'-7" -7 7'-22" e 2 19 2- TRI 2" vrRj C14 6'-92 2' 7!-' 2'- 7 -7"T2' 2- RI 2- VTR -1 /_0\ —1 2- VTRj 2-TIR-1 11111 11111 \P-/ (3) LAYER \P-/ 9= LYWOOD 8 00 ,-Fb- 11 5/5/2021 It H11 E K 0 —n —T4", 24" PLYWOOD 13E A L, 1/2" VTRII J P Ll 1/2" VTII R LO N-) 11 I BREAK OFFICE 00 VCT 0 00 0 .1 .1 �2 DO 11 /2" =Vr R II rv) 0 II OFFICE VCT CR X (3) LAYER CB 3/4", 24" PLYWOOD BEAM rh C14 14'-0" 13'-0" U N-) 00 �2 (_v) 00 N O (3) LAYER 3/4% 24" PLYWOOD BEAM F C14 CLASSROOM 00 VCT HEADER & COLUMNS -- PER STATE DESIGN PACKAGE. VERTICAL TIE -DOWN STRAP (ONE EACH CORNER OF BUILDING) 7 — 26'-2" 8'-0" TYPICAL 62'-6" .521-1111 42'-11 36'-0" 27'-8" VCT CLASSROOM VCT OFFICE VCT VF (3) LAYER 3/4", 24- PLYWOOD BEAM ATTIC DRAFTSOTP THIS LOCATION, ENTIRE LENGTH OF BUILDING I L ry —27'-4$' 18'-1" 8'-1" PENETRATION OF FIRE RESISTANT WALLS AND CEILING: 1. COMBUSTIBLE CABLES AND WIRES, COMBUSTIBLE PIPES, TUBES, AND CONDUIT SHALL MEET TESTING REQUIREMENTS OF ASTM E119 AS PART OF THE FIRE RESISTANT ASSEMBLY OR SHALL HAVE THROUGH - PENETRATION FIRESTOP SYSTEMS USTED AND TESTED AS PER ASTM EB14 AND BE TESTED AT A POSITIVE PRESSURE DIFFERENTIAL BETWEEN THE EXPOSED AND UNEXPOSED SURFACES OF NOT LESS THAN .01 INCH OF WATER AND HAVE AN F RATING OF AT LEAST 1 HOUR BUT NOT LESS THAN THE RATING OF THE ASSEMBLY. 2. CABLES AND WIRES WITHOUT COMBUSTIBLE INSULATIONS AND NONCOMBUSTIBLE PIPES, TUBES, AND CONDUITS SHALL BE PROTECTED AS DESCRIBED ABOVE OR SHALL HAVE THE ANNULAR SPACE FILM WITH A MATERIAL MEETING THE REQUIREMENT OF ASTM E112 TESTED UNDER A MINIMUM POSITIVE PRESSURE DIFFERENTIAL OF .01 INCH OF WATER FOR A TIME PERIOD EQUIVALENT TO THE RATING OF THE ASSEMBLY. 3. ELECTRICAL BOXES SHALL BE METAL OR LISTED FOR USE IN FIRE RESISTANT ASSEMBLIES AND SHALL NOT EXCEED 16 SQUARE INCHES. BOXES ON OPPOSITE SIDES OF FIRE RESISTANT WALLS SHALL BE SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF 24 INCHES. 4. ALL CEILING FIXTURES SHALL BE SURFACE MOUNTED. 5. DUCTS PENETRATING FIRE RESISTANT CEIUNGS SHALL HAVE AN ACCESSIBLE LISTED FIRE DAMPER LOCATED AT THE CEILING UNE. 6. ALL FIRE RATED DOORS SHALL HAVE LISTED DOOR, FRAME, AND HARDWARE NO LESS THAN THE TIME RATING SPECIFIED ON THE FLOOR PLAN. IN ADDITION FIRE RATED DOORS SHALL BE EQUIPPED WITH SELF CLOSERS AND POSITVE LATCHING HARDWARE WOOD STUD WALLS: 1 HOUR PER GA FILE NO. WP352O/WP3605 (2x4 AND 2x6) 1 LAYER 5/8- TYPE 'X' GYPSUM EACH SIDE OF WALL DROP CEILING: 1 HOUR PER GA FILE NO. WP3605 7. CORRIDOR DAMPERS MUST BE FIRE AND SMOKE DAMPERS IN ACCORDANCE WITH SECTION 717.5.4.1 FOR ALL LOCATIONS THAT ADOPT THE 2015 & 2018 IBC 8, ALL PENETRATIONS ON 1 HOUR RATED CORRIDOR WALLS AND CE]UNG SHALL BE FIRE CALKED WITH METACAULK 1000 OR EQUAL 9. ALL WALL TO WALL AND WALL TO CE]UNG JOINTS IN THE I HOUR RATED CORRIDOR WALLS AND CEIUNG SHALL BE FIRE CAULKED WITH METACAULK 1000 OR EQUAL NOTE: VISION PANELS IN 20 MIN. RATED DOORS MUST COMPLY WITH THE FOLLOWING REQUIRMENTS: A. THE GLAZING MUST BE SAFETY GLAZED B. THE GLAZING MUST BE 20 MINUTE RATED C. THE BOTTOM OF THE GLAZED PANEL MUST BE A MAXIMUM OF 43 INCHES ABOVE FINISHED FLOOR. 1 LAYER CEILING RAFTER B 36"X80" 45 MINUTE FIRE -RATED IMPERIAL OAK 1 5/8" TYPE 'X' No BOTTOM 36"X80" 20 MINUTE FIRE -RATED IMPERIAL OAK E WITH 600 VIEW BLOCK, SAFETY GLASS 6 GYPSUM BOARD BVA RD IF EACH SIDE OF r, Do EACH SIDE OF 2X4 0 16" D.C. L6 DESTINATION: TYBEE ISLAND �VrRl ONE FIN. FLOOR HOUR CONSTRUCTION SHEET _0 VIR • • • • • 1 ' ROLII. MN _j 2 JAN. I• I 7 00 00 OLL VINYL 1 _j _j 24" 10 LO 0 1/2" VTI�_ _V21 34" 24" FDS 24" 1 ?F-) ] i (_M*� . \_0/ 24" JJ -1 N -NI VA I I FID GIRLS F 3'- 5'-0" 1 5'_4 F BOYS ROLL VINYL - 0 11 6_) ROLL VINYL 00 II II 00 - M I I CR x (3) LAYER (13 5/5/2021 It H11 E K 0 —n —T4", 24" PLYWOOD 13E A L, 1/2" VTRII J P Ll 1/2" VTII R LO N-) 11 I BREAK OFFICE 00 VCT 0 00 0 .1 .1 �2 DO 11 /2" =Vr R II rv) 0 II OFFICE VCT CR X (3) LAYER CB 3/4", 24" PLYWOOD BEAM rh C14 14'-0" 13'-0" U N-) 00 �2 (_v) 00 N O (3) LAYER 3/4% 24" PLYWOOD BEAM F C14 CLASSROOM 00 VCT HEADER & COLUMNS -- PER STATE DESIGN PACKAGE. VERTICAL TIE -DOWN STRAP (ONE EACH CORNER OF BUILDING) 7 — 26'-2" 8'-0" TYPICAL 62'-6" .521-1111 42'-11 36'-0" 27'-8" VCT CLASSROOM VCT OFFICE VCT VF (3) LAYER 3/4", 24- PLYWOOD BEAM ATTIC DRAFTSOTP THIS LOCATION, ENTIRE LENGTH OF BUILDING I L ry —27'-4$' 18'-1" 8'-1" PENETRATION OF FIRE RESISTANT WALLS AND CEILING: 1. COMBUSTIBLE CABLES AND WIRES, COMBUSTIBLE PIPES, TUBES, AND CONDUIT SHALL MEET TESTING REQUIREMENTS OF ASTM E119 AS PART OF THE FIRE RESISTANT ASSEMBLY OR SHALL HAVE THROUGH - PENETRATION FIRESTOP SYSTEMS USTED AND TESTED AS PER ASTM EB14 AND BE TESTED AT A POSITIVE PRESSURE DIFFERENTIAL BETWEEN THE EXPOSED AND UNEXPOSED SURFACES OF NOT LESS THAN .01 INCH OF WATER AND HAVE AN F RATING OF AT LEAST 1 HOUR BUT NOT LESS THAN THE RATING OF THE ASSEMBLY. 2. CABLES AND WIRES WITHOUT COMBUSTIBLE INSULATIONS AND NONCOMBUSTIBLE PIPES, TUBES, AND CONDUITS SHALL BE PROTECTED AS DESCRIBED ABOVE OR SHALL HAVE THE ANNULAR SPACE FILM WITH A MATERIAL MEETING THE REQUIREMENT OF ASTM E112 TESTED UNDER A MINIMUM POSITIVE PRESSURE DIFFERENTIAL OF .01 INCH OF WATER FOR A TIME PERIOD EQUIVALENT TO THE RATING OF THE ASSEMBLY. 3. ELECTRICAL BOXES SHALL BE METAL OR LISTED FOR USE IN FIRE RESISTANT ASSEMBLIES AND SHALL NOT EXCEED 16 SQUARE INCHES. BOXES ON OPPOSITE SIDES OF FIRE RESISTANT WALLS SHALL BE SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF 24 INCHES. 4. ALL CEILING FIXTURES SHALL BE SURFACE MOUNTED. 5. DUCTS PENETRATING FIRE RESISTANT CEIUNGS SHALL HAVE AN ACCESSIBLE LISTED FIRE DAMPER LOCATED AT THE CEILING UNE. 6. ALL FIRE RATED DOORS SHALL HAVE LISTED DOOR, FRAME, AND HARDWARE NO LESS THAN THE TIME RATING SPECIFIED ON THE FLOOR PLAN. IN ADDITION FIRE RATED DOORS SHALL BE EQUIPPED WITH SELF CLOSERS AND POSITVE LATCHING HARDWARE WOOD STUD WALLS: 1 HOUR PER GA FILE NO. WP352O/WP3605 (2x4 AND 2x6) 1 LAYER 5/8- TYPE 'X' GYPSUM EACH SIDE OF WALL DROP CEILING: 1 HOUR PER GA FILE NO. WP3605 7. CORRIDOR DAMPERS MUST BE FIRE AND SMOKE DAMPERS IN ACCORDANCE WITH SECTION 717.5.4.1 FOR ALL LOCATIONS THAT ADOPT THE 2015 & 2018 IBC 8, ALL PENETRATIONS ON 1 HOUR RATED CORRIDOR WALLS AND CE]UNG SHALL BE FIRE CALKED WITH METACAULK 1000 OR EQUAL 9. ALL WALL TO WALL AND WALL TO CE]UNG JOINTS IN THE I HOUR RATED CORRIDOR WALLS AND CEIUNG SHALL BE FIRE CAULKED WITH METACAULK 1000 OR EQUAL NOTE: VISION PANELS IN 20 MIN. RATED DOORS MUST COMPLY WITH THE FOLLOWING REQUIRMENTS: A. THE GLAZING MUST BE SAFETY GLAZED B. THE GLAZING MUST BE 20 MINUTE RATED C. THE BOTTOM OF THE GLAZED PANEL MUST BE A MAXIMUM OF 43 INCHES ABOVE FINISHED FLOOR. 1 LAYER 1 LAYER CEILING RAFTER B 36"X80" 45 MINUTE FIRE -RATED IMPERIAL OAK 1 5/8" TYPE 'X' No BOTTOM 36"X80" 20 MINUTE FIRE -RATED IMPERIAL OAK E WITH 600 VIEW BLOCK, SAFETY GLASS 6 GYPSUM BOARD BVA RD IF EACH SIDE OF r, Do EACH SIDE OF 2X4 0 16" D.C. 1 LAYER T -GRID --J TOTAL I B 36"X80" 45 MINUTE FIRE -RATED IMPERIAL OAK 1 5/8- TYPE 'X' CEILING 36"X80" 20 MINUTE FIRE -RATED IMPERIAL OAK E WITH 600 VIEW BLOCK, SAFETY GLASS 6 SYMBOL GYPSUM BOARD TOTALI x r, Do EACH SIDE OF STATES: GA. REVISIONS: 2X4 0 16" D.C. DESTINATION: TYBEE ISLAND ONE FIN. FLOOR HOUR CONSTRUCTION WINDOW SCHEDULE EXTERIOR: 36"x60" VERTICAL SLIDER +50/-50 DIP INSULATED LOW -E, WHITE VINYL FRAME, TINTED GLASS OPENING: 33.75"x 26.62 = 7.08 S.F. '04 E L GRESS -L, 04 L0 j,N OECD 0 M0 0 00z ZI-- Z LLI - -a- 3:: C,4 03: 0 DO _-N LAV FINISHED FLOOR Application #: 44492 NOTE: FLOOR JOIST TAPERED FROM EDGE OF RECESSED ENTRY WALL TO PERIMETER, 3/4- (7-1/4- TO 6-1/2-) 45 MIL EPDM RUBBER MEMBRANE OUTDOOR TURF CARPET OR APPROVED EXT. FINISH PLYWOOD DECKING PLYWOOD RULER L_ TAPERED 1x6 TRIM FLOOR JOIST iv TAPERED RIM JOIST ENTRY TRIM DETAIL (SIDE VIEW) -NTS- NOTCH RIM JOIST 3/4" ACROSS WIDTH OF ENTRY. TAPER FLOOR JOIST FROM 0* AT DOOR TO SAME DEPTH AS RIM JOIST. THIS PROVIDES SLOPE FOR DRAINAGE AWAY FROM DOOR. (g) OVERLAY PLYWOOD DECK WITH 45 MIL EPDM RUBBER MEMBRANE EXTEND EPDM 3* UP EACH WALL AND MIN. 3/4' DOWN OVER CARPET. SEAL ALL EXPOSED JOINTS WITH CLEAR SILICONE SEALANT. FLOOR EDGE. OVERLAY SIDING, THRESHOLD, STORE FRONT, AND SEAL ALL JOINTS AND SEAMS IN FLASHING AS REQUIRED TO ASSURE A LEAK -FREE INSTALLATION. FLASHING MUST FIT TIGHT TO DECK. ENTRY FLOOR DETAIL -NTS- SIDING-OVERLAY FLASHING AND SEAL BETWEEN BOTTOM EDGE AND FLASHING. OUTDOOR TURF TYPE CARPET. GLUE DOWN TO FLASHING. LAP OVER EDGE OF FLOOR 1" MIN. AND SECURE TO EDGE OF FLOOR. ALL EXPOSED WOOD TO BE WEATHER PROTECTED. SUPPLY LINE SIZING IS BASED ON AN ASSUMED AVAILABLE PRESSURE F 46 TO 60 PSI AT MAIN INLET AND SHOULD BE VERIFIED PRIOR TO CONSTRUCTION. COLD -HOT ALL SUPPLY LINES SHALL BE 3/4", ALL STUB -UPS SHALL BE 1/2- UNLESS OTHERWISE SPECIFIED. 2' VT.R 1. THE DWV RISER INDICATES ONE METHOD OF INSTALLING THE BELOW THE FLOOR PIPING. OTHER APPROVED METHODS MAY BE USED AS NEEDED TO ACCOMMODATE THE ACTUAL SITE CONDITIONS. 2. ALL BELOW FLOOR PIPING AND FITTINGS ARE TO BE SUPPLIED AND INSTAU_ED ON SITE BY OTHERS. 3. 1 1/2 INCH AND 2 INCH HORIZONTAL DRAIN LINES SHALL BE INSTALLED WITH A SLOPE OF 1/4 INCH PER 4. 3 AND 4 INCH HORIZONTAL DRAIN' LINES SHALL BE INSTALLED WITH A SLOPE OF 1/8 INCH PER FOOT. 5. BELOW FLOOR HORIZONTAL DRAIN LINES ARE 3 INCH MINIMUM DIAMETER UNLESS INDICATED OTHERWISE. 6. A MAXIMUM OF 3 WATER CLOSETS MAY DISCHARGE INTO A 3 INCH UNE. 7. CHANGES IN DIRECTION SHALL BE MADE WITH FITTINGS AS INDICATED IN TABLE 706.3. VERTICAL TO HORIZONTAL AND HORIZONTAL TO HORIZONTAL CHANGES OF DIRECTION ARE TO BE MADE WITH LONG SWEEP FITTINGS. 2" V.T.R. COLUMN STRAPPING SCHEDULE: CA \b/ (2) 2x4 SPF #2 THIS HALF. (2) 2x4 SPF #2 EACH HALF (3) 2x4 SPF #2 THIS HALF. OD (3) 2x4 SPF #2 EACH HALF. O (4) 2x4 SPF #2 THIS HALF. O (4) 2x4 SPF #2 EACH HALF. (5) 2x4 SPF #2 THIS HALF. (2) 2x6 SPF #2 EACH HALF. WITH RIDGE BEAM BEARING STIFFENER NOTES: 1. ALL COLUMN STUDS SHALL BE GLUE/NAILED TOGETHER. PVA GLUE WITH 100% COVERAGE SHALL BE USED. 2. INSTALL TWO STEEL STRAPS AT EACH STUD OF EACH COLUMN. 3. COLUMN STUDS SHALL NOT BE NOTCHED OR BORED. JOHN A. BODZIAK ARCHITECT, AJA. PA. ARCHITECTURE, DESIGN AND CONSTRUCTION MANAGEMENT GEORGIA REGISTRATION NO. RA010759 EMAIL: jack@jabodziak.com I 743 49TH STREET NORTH ST. PETERSBURG, FLORIDA 33762 TEL: (727) 327-1966 FAX: (727) 865-5119 0 GE7 (17 J HN A. 130 A 4/29/20 A ATE NO. RP 01 �41i /2" 1/2* DIAMOND ISYMBOL DOOR SCHEDULE TOTAL I B 36"X80" 45 MINUTE FIRE -RATED IMPERIAL OAK 1 C 36"X80" 20 MINUTE FIRE -RATED IMPERIAL OAK 8 - D 72"X80" STEEL/STEEL W/4"X24" VIEW PANEL 2 36"X80" 20 MINUTE FIRE -RATED IMPERIAL OAK E WITH 600 VIEW BLOCK, SAFETY GLASS 6 SYMBOL WINDOW SCHEDULE TOTALI x 36"X60" VERTICAL SLIDE, INSULATED BRONZE/TINTED F23 COLUMN STRAPPING SCHEDULE: CA \b/ (2) 2x4 SPF #2 THIS HALF. (2) 2x4 SPF #2 EACH HALF (3) 2x4 SPF #2 THIS HALF. OD (3) 2x4 SPF #2 EACH HALF. O (4) 2x4 SPF #2 THIS HALF. O (4) 2x4 SPF #2 EACH HALF. (5) 2x4 SPF #2 THIS HALF. (2) 2x6 SPF #2 EACH HALF. WITH RIDGE BEAM BEARING STIFFENER NOTES: 1. ALL COLUMN STUDS SHALL BE GLUE/NAILED TOGETHER. PVA GLUE WITH 100% COVERAGE SHALL BE USED. 2. INSTALL TWO STEEL STRAPS AT EACH STUD OF EACH COLUMN. 3. COLUMN STUDS SHALL NOT BE NOTCHED OR BORED. JOHN A. BODZIAK ARCHITECT, AJA. PA. ARCHITECTURE, DESIGN AND CONSTRUCTION MANAGEMENT GEORGIA REGISTRATION NO. RA010759 EMAIL: jack@jabodziak.com I 743 49TH STREET NORTH ST. PETERSBURG, FLORIDA 33762 TEL: (727) 327-1966 FAX: (727) 865-5119 0 GE7 (17 J HN A. 130 A 4/29/20 A ATE NO. RP 01 �41i /2" 1/2* DIAMOND BUILDERS INC. BI P.O. BOX 2200 440 THOMPSON DR. DOUGLASS, GEORGIA 31534 (912) 384-7080 DATE: 4-18-21 THIRD PARTY: RADCO 5801 BENJAMIN CENTER, SUITE 102 SCALE : NO SCALE TAMPA, FLORIDA 33634 813-243-0370 CODES: SEE NOTES STATES: GA. REVISIONS: BY: J.13. DESTINATION: TYBEE ISLAND DB19286 A -H SHEET If Community Affairs F ----- I I I 3 TON HVAC W/10 KW HEAT STRIP 1100 CFM 0 .3 IWC ESP 240 V.10 HVAC UNIT PROVIDED WITH CRV AND FRESH AIR INTAKE. CKT# 1,3B I NEMA R3 PANEL 'B' 150 AMP E.P. 120/240V.,10 3 TON HVAC W/10 KW HEAT STRIP 1100 CFM 0 .3 IWC ESP 240 V.10 HVAC UNIT PROVIDED WITH CRV AND FRESH AIR INTAKE. CKT# 1,31) NEMA R3 PANEL 'D' 150 AMP E.P. 120/240V.,10 3 TON HVAC W/10 KW HEAT STRIP 1100 CFM 0 .3 IWC ESP 240 V.10 HVAC UNIT PROVIDED WITH CRV AND FRESH AIR INTAKE. CKT# 1,3H NEMA R3 PANEL 'H' 150 AMP E.P. 120/240V.,10 NEMA R3 PANEL 'A' 150 AMP E.P. 120/24OV.,10 3 TON HVAC W/10 KW HEAT STRIP 1100 CFM 0 .3 IWC ESP 240 V.10 HVAC UNIT PROVIDED WITH CRV AND FRESH AIR INTAKE. CKT# 1,3A NEMA R3 PANEL 'C' 150 AMP E.P. 120/24OV.,10 3 TON HVAC W10 KW HEAT S IP 1100 CFM 0 .3 IWC ESP 240 V.10 HVAC UNIT PROVIDED WITH CRV AND FRESH AIR INTAKE. CKT# 1,3C NEMA R3 PANEL 'E' 150 AMP E.P. 120/24OV.,10 3 TON HVAC W/10 KW HEAT STRIP 1100 CFM 0 .3 IWC ESP 240 V.10 HVAC UNIT PROVIDED W/ FRESH AIR INTAKE. CKT# 1,3E NEMA R3 PANEL 'F' 150 AMP E.P. 120/24OV.,10 3 TON HVAC W/10 KW HEAT STRIP 1100 CFM 0 .3 IWC ESP 240 V.10 HVAC UNIT PROVIDED W/ FRESH AIR INTAKE. CKT# 1,3F NEMA R3 PANEL 'G' 150 AMP E.P. 120/24OV.,10 3 TON HVAC W/10 KW HEAT STRIP 1100 CFM 0 .3 IWC ESP 240 V.10 HVAC UNIT PROVIDED WITH CRV AND FRESH AIR INTAKE. CKT# 1,3G ELECTRICAL SCHEDULE 'B' CIRCUIT NOMENCLATURE BREAKER (AMPS) WIRE (CU.) 1, 3 HVAC 60 A (2P) 6-2 SF X 1.25= 5.0 9 _RECEPTS AT 180VA/1000= HACR #8 GRND. 20 A 12-2 NM 2, 4 LIGHTING 4, 6 RECEPTACLES 20 A 12-2 NM 2 LIGHTING 15 A 14-2 MC ELECTRICAL PANEL SIZING: DESCRIPTION PANEL 'B' KVA GENERAL LIGHTING PORCH LIGHT .0030 KW/SF X 742 SF X 1.25= 2.8 10_RECEPTS AT 180VA/1000= 1.8 WATER HEATER 6.5 KW = - _= _FANS AT .3 KW X 1.25= - HVAC 10.5 TOTAL KW 71 AMPS TOTAL/240 X 1000= _______ __15.1 TOTAL/240 X 1000= 63 AMPS INSTALL 15_0__ AMP PANEL INSTALL 150 _ AMP PANEL 120/240 V 10 120/240 V 10 VENT FAN ELECTRICAL SCHEDULE 'D' CIRCUIT NOMENCLATURE BREAKER (AMPS) WIRE (CU.) 1, 3 HVAC 60 A (2P) 6-2 SF X 1.25= 5.0 9 _RECEPTS AT 180VA/1000= HACR #8 GRND. 20 A 12-2 NM 2, 4 LIGHTING 6, 6 RECEPTACLES 20 A 12-2 NM 2 LIGHTING 15 A 14-2 MC ELECTRICAL PANEL SIZING: DESCRIPTION PANEL 'D' KVA GENERAL LIGHTING PORCH LIGHT .0030 KW/SF X 742 SF X 1.25= 2.8 10_RECEPTS AT 180VA/1000= 1.6 WATER HEATER 6.5 KW = - =_FANS AT .3 KW X 1.25= - HVAC 10.5 TOTAL KW 71 AMPS TOTAL/240 X 1000= _______ __14.9 TOTAL/240 X 1000= _63 AMPS INSTALL 15_0__ AMP PANEL INSTALL __15_Q__ AMP PANEL 120/240 V 10 120/240 V 10 VENT FAN ELECTRICAL SCHEDULE 'F' CIRCUIT NOMENCLATURE BREAKER (AMPS) WIRE (CU.) 1, 3HVAC HVAC 60 A (2P) 6-2 SF X 1.25= 5.0 9 _RECEPTS AT 180VA/1000= HACR #8 GRND. 20 A 12-2 NM 2, 4 LIGHTING 4, 6 RECEPTACLES 20 A 12-2 NM 2 UGHTING 15 A 14-2 MC ELECTRICAL PANEL SIZING: DESCRIPTION PANEL 'F' KVA GENERAL LIGHTING PORCH LIGHT .0030 KW/SF X 645 SF X 1.25= 2.9 18_RECEPTS AT 180VA/1000= 3.3 WATER HEATER 6.5 KW = - _=_FANS AT .3 KW X 1.25= - HVAC 10.5 TOTAL __16.7 KW TOTAL __17.2 KW 71 AMPS TOTAL/240 X 1000= _______ TOTAL/240 X 1000= 72 AMPS INSTALL 15_0__ AMP PANEL INSTALL 150 _ AMP PANEL 120/240 V 10 120/240 V 10 ELECTRICAL SCHEDULE 'H' CIRCUIT NOMENCLATURE BREAKER (AMPS) WIRE (CU.) 1, 3 HVAC 60 A (2P) 6-2 SF X 1.25= 5.0 9 _RECEPTS AT 180VA/1000= HACR #8 GRND. 20 A 12-2 NM 2, 4 LIGHTING 6, 8 RECEPTACLES 20 A 12-2 NM 2, 4 LIGHTING 15 A 14-2 MC ELECTRICAL PANEL SIZING: DESCRIPTION PANEL 'H' KVA GENERAL LIGHTING PORCH LIGHT .0030 KW/SF X 1412 SF X 1.25= 5.6 9 _RECEIPTS AT 180VA/1000= 1.6 WATER HEATER 6.5 KW = - _=_FANS AT .3 KW X 1.25= - HVAC 10.5 TOTAL __17.2 KW WALL PACK TOTAL/240 X 1000= 72 AMPS CLG. MT. INSTALL 150 _ AMP PANEL POWERED J -BOX 120/240 V 10 VENT FAN ELECTRICAL SCHEDULE 'A' CIRCUIT NOMENCLATURE BREAKER (AMPS) WIRE (CU.) 1, 3 HVAC 60 A (2P) HACR 6-2 #8 GRND. _9RECEPTS AT 180VA/1000= .0030 KW/SF X 1322 SF X 1.25= 5.0 9 _RECEPTS AT 180VA/1000= 6, 8 RECEPTACLES 20 A 12-2 NM 2, 4 LIGHTING 15 A 14-2 MC ELECTRICAL PANEL SIZING: DESCRIPTION PANEL 'A' KVA GENERAL LIGHTING 6-2 #8 GRND. _9RECEPTS AT 180VA/1000= .0030 KW/SF X 1322 SF X 1.25= 5.0 9 _RECEPTS AT 180VA/1000= 1.6 WATER HEATER 6.5 KW = - _= _FANS AT .3 KW X 1.25= - HVAC 2 10.5 TOTAL __17.1 KW TOTAL/240 X 1000= 72 AMPS INSTALL 150__ AMP PANEL 120/240 V 10 CIRCUIT NOMENCLATURE BREAKER (AMPS) WIRE (CU.) 1, 3HVAC HVAC 60 A (2P) HACR 6-2 #8 GRND. _9RECEPTS AT 180VA/1000= 1.6 WATER HEATER 6.5 KW = - 4, 6 RECEPTACLES 20 A 12-2 NM 2 LIGHTING 15 A 14-2 MC ELECTRICAL PANEL SIZING: DESCRIPTION PANEL 'C' KVA GENERAL LIGHTING HVAC .0030 KW/SF X 742 SF X 1.25= 2.8 _9RECEPTS AT 180VA/1000= 1.6 WATER HEATER 6.5 KW = - = _FANS AT .3 KW X 1.25= - HVAC 10.5 TOTAL __14.9 _KW TOTAL/240 X 1000= 62 AMPS INSTALL150__ AMP PANEL 120/240 V 10 ELECTRICAL SCHEDULE 'E' CIRCUIT NOMENCLATURE BREAKER (AMPS) WIRE (CU.) 1, 3 HVAC 60 A (2P) HACR 6-2 #10 GRND. 5 WATER HEATER 20 A(1 P) 12-2 NM 1.2 HVAC 10.5 4, 6 RECEPTACLES 20 A 12-2 NM 2 LIGHTING/FAN 15 A 14-2 MC ELECTRICAL PANEL SIZING: DESCRIPTION KVA GENERAL LIGHTING WIRE (CU.) .0030 KW/SF X 607 SF X 1.25= 2.1 _9__RECEPTS AT 180VA/1000= 1.6 WATER HEATER 1.9KW x 1.25 = 2.4 3 _FANS AT .3 KW X 1.25= 1.2 HVAC 10.5 TOTAL __l 7.8 KW___ 74 AMPS TOTAL/240 X 1000= INSTALL 150__ AMP PANEL 120/240 V 10 ELECTRICAL SCHEDULE 'G' CIRCUIT NOMENCLATURE BREAKER (AMPS) WIRE (CU.) 1, 3 HVAC 60 A (2P) 6-2 FlRE ALARM STROBE LIGHT HACR #8 GRND. JUNCTION BOX (NON POWERED UNLESS CIRCUIT 4, 6 RECEPTACLES 20 A 12-2 NM 2 LIGHTING 15 A 14-2 MC ELECTRICAL PANEL SIZING: DESCRIPTION PANEL 'G' KVA GENERAL LIGHTING PORCH LIGHT .0030 KW/SF X 742 SF X 1.25= 2.8 00_RECEPTS AT 180VA/1000= 1.8 WATER HEATER 6.5 KW = - _=_FANS AT .3 KW X 1.25= - HVAC 10.5 TOTAL __15.1 KW WALL PACK TOTAL/240 X 1000= _63 AMPS CLG. MT. INSTALL 150 _ AMP PANEL POWERED J -BOX 120/240 V 10 VENT FAN JOHN A. BODZIAK ARCHITECT, A.IA PA. ARCHITECTURE, DESIGN AND CONSTRUCTION MANAGEMENT GEORGIA REGISTRATION NO. RA010759 EMAIL: jack0jabodziak.com 743 49TH STREET NORTH ST. PETERSBURG, FLORIDA 33762 TEL: (727) 327-1966 FAX: (727) 865-5119 4/29/20 TE NO•RI D DIAMOND BUILDERS INC. BI P.O. BOX 2200 440 THOMPSON DR. DOUGLASS, GEORGIA 31534 (912) 384-7080 DATE: 4-18-21 THIRD PARTY: RADCO SCALE : NO SCALE 5801 BENJAMIN CENTER, SUITE 102 TAMPA, FLORIDA 33634 CODES: SEE NOTES 813-243-0370 STATES: GA. REVISIONS: BY: DESTINATION: TYBEE ISLAND `.B. DB19286 A -H SHEET 107'-4" x 64'-0" EDUCATION 3 OF 5 ELECTRICAL SYMBOLS J -BOXES ONLY © FIRE ALARM PULL STATION 44" AFF ❑H FIRE ALARM HORN/STROBE 80" AFF ❑S FlRE ALARM STROBE LIGHT 80" AFF JUNCTION BOX (NON POWERED UNLESS CIRCUIT NO. IS SHOWN) ®CLG. MT. J -BOX QSMOKE DETECTOR 6 DUPLEX RECEPTACLE 120 V. SINGLE RECEPTACLE 240 V. PORCH LIGHT WITH 1- 60 W. BULB Y ( COMPACT FLOURESENT LIGHT 1-60 W. BULB �( COMPACT FLUOR. I_1 WALL PACK CLG. MT. POWERED J -BOX O VENT FAN ® COMB. VENT FAN & LIGHT ® SUPPLY AIR REGISTER z RETURN AIR REGISTER FLOOD LIGHT 2-15OW BULBS OT THERMOSTAT FLOUR LIGHT FIXTURE W/2-25 W. TUBES EXIT/EMERGENCY COMBO W/REMOTE HEAD W/BATTERY BACKUP EXIT/EMERGENCY COMBO EXIT W/BATTERY BACKUP ® EXIT SIGN W/BATTERY BACKUP EMERGENCY UGHT WITH BATTERY BACKUP ® TELEPHONE JACK 3 SWITCH & 3 WAY SWITCH OS OCCUPANCY SENSOR SWITCH FIRE EXTINGUISHER F.E. JOHN A. BODZIAK ARCHITECT, A.IA PA. ARCHITECTURE, DESIGN AND CONSTRUCTION MANAGEMENT GEORGIA REGISTRATION NO. RA010759 EMAIL: jack0jabodziak.com 743 49TH STREET NORTH ST. PETERSBURG, FLORIDA 33762 TEL: (727) 327-1966 FAX: (727) 865-5119 4/29/20 TE NO•RI D DIAMOND BUILDERS INC. BI P.O. BOX 2200 440 THOMPSON DR. DOUGLASS, GEORGIA 31534 (912) 384-7080 DATE: 4-18-21 THIRD PARTY: RADCO SCALE : NO SCALE 5801 BENJAMIN CENTER, SUITE 102 TAMPA, FLORIDA 33634 CODES: SEE NOTES 813-243-0370 STATES: GA. REVISIONS: BY: DESTINATION: TYBEE ISLAND `.B. DB19286 A -H SHEET 107'-4" x 64'-0" EDUCATION 3 OF 5 ELECTRICAL of Community Affairs 3 TON HVAC W/10 KW HEAT STRIP 1100 CFM ® .3 IWC ESP 240 V.10 HVAC UNIT PROVIDED WITH CRV AND FRESH AIR INTAKE. 3 TON HVAC W/10 KW HEAT STRIP 1100 CFM ® .3 IWC ESP 240 V.10 HVAC UNIT PROVIDED WITH CRV AND FRESH AIR INTAKE. 3 TON HVAC W/10 KW HEAT STRIP 1100 CFM ® .3 IWC ESP 240 V.10 HVAC UNIT PROVIDED WITH CRV AND FRESH AIR INTAKE. 8x18 OVERHEAD FIBERGLASS DUCT W 24"x24" R A G ILLE STUBBED DOWN INTO PLENUM 3 TON HVAC W/10 KW HEAT STRIP 1100 CFM ® .3 IWC ESP 240 V.10 HVAC UNIT PROVIDED WITH CRV AND FRESH AIR INTAKE. 3 TON HVAC W/10 KW HEAT STRIP 1100 CFM 0 .3 IWC ESP 240 V. 10 HVAC UNIT PROVIDED WITH CRV AND FRESH AIR INTAKE. 3 TON HVAC W/10 KW HEAT STRIP 1100 CFM ® .3 IWC ESP 240 V.10 HVAC UNIT PROVIDED W/ FRESH AIR INTAKE. 3 TON HVAC W/10 KW HEAT STRIP 1100 CFM ® .3 IWC ESP 240 V. 10 HVAC UNIT PROVIDED W/ FRESH AIR INTAKE. 3 TON HVAC W/10 KW HEAT STRIP 1100 CFM ® .3 IWC ESP 240 V.10 HVAC UNIT PROVIDED WITH CRV AND FRESH AIR INTAKE. LEGEND 24"x24" RETURN AIR GRILLE 24"x24" SUPPLY AIR GRILLE EXHAUST FAN © 6"00" SUPPLY AIR GRILLE THERMOSTAT PROGRAMMABLE NOTES: ACOUSTICAL CEILING TILE INSTALLED PER MANUFACTURERS SPECIFICATIONS (MOISTURE RESISTANT IN RESTROOMS) BY OTHERS. FLEX DUCT FOR SUPPLY IS 8" AND FLEX DUCT FOR RETURN IS 10" SEE ATTACHED BARD SPECIFICATIONS FOR ALL REQUIRMENTS AND INFORMATION REGUARDING HVAC INSTALLATION AND OPERATING PROCEDURES JOHN A. BODZIAK ARCHITECT, A.IA. PA. ARCHITECTURE, DESIGN AND CONSTRUCTION MANAGEMENT GEORGIA REGISTRATION NO. RA010759 EMAIL: jack®jabodziak.com 743 49TH STREET NORTH ST. PETERSBURG, FLORIDA 33762 TEL: (727) 3277--11966 FAX: (727) 865-5119 /c OF_GEn. HN A. 130 A 4/29/20 o /C9TE NO. ?'p GRED AR% n DIAMOND BUILDERS INC. BI P.O. BOX 2200 440 THOMPSON DR. DOUGLASS, GEORGIA 31534 (912) 384-7080 DATE: 4-18-21 THIRD PARTY: RADCO SCALE : NO SCALE 5801 BENJAMIN CENTER, SUITE 102 TAMPA, FLORIDA 33634 CODES: SEE NOTES 813-243-0370 STATES: GA. REVISIONS: BY: DESTINATION: TYBEE ISLAND I J. B. DB19286 A—H SHEET 107'-4" x 64'-0" EDUCATION 4 OF 5 MECHANICAL EXTERIOR FINISH MATERIAL: ROOF - MULE -HIDE 45 MIL (BLACK) EPDM (ESR -1463) FULLY ADHERED TO 7/16" OSB OR 1/2" PLYWOOD WITH MULE -HIDE FR ADHESIVE IN ACCORDANCE WITH INTERTEK REPORT CCCR-1078 (CLASS C ROOF) WALL - 26 GAUGE HI -RIB STEEL SIDING OVER APPROVED MOISTURE BARRIER OVER 7/16" OSB SHEATHING INSTALLED PER MANUFACTURERS SPECIFICATIONS. CEILING - T -GRID CEILING INSTALLED PER MANUFACTURER'S SPECIFICATIONS WALL - 5/8" TYPE 'X' GYP. BOARD (VCG THROUGHOUT) INSTALLED PER MANUFACTURERS SPECIFICATIONS RESTROOM - FRP OVER 1/2" GYP. BOARD (FULL HEIGHT) INSTALLED PER JAN CL. MANUFACTURERS SPECIFICATIONS FLOOR - FLOOR FINISHES SHALL BE NO LESS THAN CLASS II LISTED PRODUCT NOTE: - INTERIOR FINISHES SHALL BE CLASS 'A' FOR EXITS AND OTHER THAN EXITS SHALL BE 'A' OR 'B' 26 GA. X 1-1/2" STEEL STRAP FROM ROOF EDGE RAIL TO WALL STUDS AT 16" O.C. W/(7) 7/16" x 1" STAPLES EACH END OF STRAPS (TYP SIDEWALLS) 2x4 SPF#2 MIN. TOP RAIL— FASTENED TO RAFTERS W/MIN. (3) 0.131 "0 x 3" NAILS 2x6 SPF#2 MIN. BOTTOM RAIL FASTENED TO RAFTERS W/MIN. (6) 0.131 "0 x 3" NAILS CRIPPLE STUDS 2x6 SPF#2 AT 16" O.C. 2x4 HEADER PER APPROVED STRUCTURAL PACKAGE 3/4" FLOOR DECKING EXP. -1 24" O.C. FASTENED WITH 100% PVA GLUE COVERAGE & APPROVED MECHANICAL FASTENERS SILL PLATE 2x6 SPF#2 CRIPPLE STUDS 2x6 SPF#2 AT 16" O.C. BOTTOM PLATE 2x6 SPF#2 26 GA. X 1-1/2" STEEL STRAP FROM WALL STUD TO FLOOR JOIST @ OPENING — STUDS AND 16" O.C. W/ (7) 15 GA. X 1" PENETRATION STAPLES PER STRAP END (TYPICAL SIDEWALLS & ENDWALLS) LAG CHASSIS TO FLOOR JOIST PER APPROVED STRUCTURAL PACKAGE SEE STATE DESIGN PACKAGE FOR OUTRIGGER AND CROSSMEMBER SPACING • TYPICAL FOUNDATION LAYOUT SHOWN IS TO AID THE SITE ENGINEER/ARCHITECT FOR ENGINEER/ARCHITECT FOR LOCATIONS OF REQUIRED SUPPORTS. ACTUAL FOUNDATION MUST BE DESIGNED TO SITE CONDITIONS FOR ALL APPLICABLE LOADS. THIS INCLUDES BUT IS NOT LIMITED TO CONSTRUCTION OF THE FOUNDATION, SEISMIC DESIGN AND ATTACHING THE BUILDING TO THE FOUNDATION, ALONG WITH THE RESISTANCE TO LATERAL, LONGITUDINAL SHEAR, UPLIFT AND DOWNWARD FORCES IN BOTH DIRECTIONS. TYPICAL FOUNDATION IS NOT INTENDED TO BE ALL INCLUSIVE, NOR DOES THIS SET DETAIL EVERY CODE REQUIRED ASPECT OF THIS BUILDING. COMPLIANCE WITH ALL APPLICATED CODES PER LOCAL AUTHORITY HAVING JURISDICTION WHETHER DETAILED IN THIS SET OR NOT MUST BE MET. RIDGE BEAM CONSTRUCTION: (SEE FLOOR PLAN) 3/4" PLYWOOD, RATED SHEATHING, EXP. -1, STRUCT.-1, 5 PLY/5 LAYER, 48/24 EACH HALF CONTINUOUS ENTIRE LENGTH OF CLEARSPAN. NOTES: 1. PLYWOOD FACE GRAIN MUST BE PARALLEL TO THE RIDGE BEAM SPAN. 2. ALL PLYWOOD BUTT JOINTS MUST BE STAGGERED 24" MINIMUM. 3. ALL RIDGE BEAM PLYWOOD LAMINATIONS MUST BE THE SAME DEPTH, THICKNESS, AND GRADE OF PLYWOOD. NO LUMBER OR PLYWOOD FLANGES ARE PERMITTED. 4. PLYWOOD MUST BE MANUFACTURED IN ACCORDANCE W/ PS I-95. 5. PLYWOOD LAMINATIONS IN EACH HALF OF THE UNITS MUST BE GLUE NAILED TO ADJACENT LAYERS IN ACCORDANCE W/ PDS SUPPLEMENT #5, W/ AN ADHESIVE COMPLYING W/ ASTM D2559, OR CA25-4. 6. PLYWOOD MUST NOT BE TREATED W/ A FIRE RETARDANT PROCESS. 7. MOISTURE CONTENT MUST BE LESS THAN 16%. 8. BEAMS SUPPORTED BY ENDWALL COLUMNS MUST EXTEND CONTINUOUS OVER COLUMNS TO EXTERIOR FACE OF ENDWALL. 9. INSTALL (2X4) X 20" SPF#3 RIDGE BEAM BEARING STIFFENER OVER SUPPORT COLUMNS, WHEN SPECIFIED ON FLOOR PLAN; FASTEN THE FACE OF THE STIFFENER TO THE RIDGE BEAM W/ 100% GLUE COVERAGE AND (6) 16 GA. X 2-1/2" STAPLES. FASTEN RIDGE BEAM TO RAFTER WITH (7) 0.131"0 x 3" NAILS (1 1/4" PEN SEE MECHANICAL NOTES AND FLOOR PLAN FOR CEILING DUCT SPECIFICATIONS T—GRID DBL. TOP CEILING FINISH PLATE 2x4 SPF#2 — DBL. 2x6 SPF#2 �p TOP PLATE 1 1 MARRIAGE WALL STUDS 00 r- 2x4 SPF#2 ®16" O.C. TYPICAL WINDOW, SEE MODULE FLOR PLAN & SCHEDULE R-11 INSULATION FOR SPECIFICATIONS 47 3/4" FOR 12', WIDE UNIIS T & G JOINT 47 3/4" FOR 14' WIDE �Nl IS (TYPICAL) BOTTOM PLATE 2x4 SPF#2 95 1/2" FOR 12' WIDE UNITS 48" TYP. 95 1/2" FOR 14' WID UNITS 4" CONC. SILL PLATE (TYPICAL) TYPICAL I—BEAM PIER SITE INSTALL 3/8" LAG SCREWS STAGGERED FROM SIDE TO SIDE AT 16" O.C. MAXIMUM. LAG SCREWS MUST PENETRATE 1.75" MINIMUM INTO ADJACENT MODULE RIDGEBEAM OR RAIL. (TYPICAL AT ALL MARRIAGE LINES) 26 GA. X 1-1/2" STEEL STRAP FROM RAFTER TO WALL STUD AND/OR FROM TRUSS TO RIDGE BEAM TO WALL STUD AT 16" O.C. W/7-15 GA. x 1" STAPLES PER STRAP END PLUS STRAPS AT OPENING COLUMNS PER FLOOR PLAN. —WALL INTERIOR FINISH 26 GA. X 1-1/2" STEEL STRAPS FROMWALL STUD TO JOIST 0 16" O.C. FASTENED W/(7) 15GA x 1" STAPLES PER STRAP END PLUS STRAPS CSA OPENING COLUMNS PER FLOOR PLAN INSTALL DBL 2x8 SYP#2 MINIMUM BEARING BLOCK BETWEEN FLOOR JOIST UNDER ALL COLUMNS HAVING A TRIBUTARY LOAD DISTANCE OF GREATER THAN 12 FEET MEASURED ALONG MARRIAGE LINE. I—BEAM — M12x11.8 DBL. TOP PLATE 2x4 SPF#2 MARRIAGE WALL STUDS 2x4 SPF#2 ® 16" O.C. R-11 INSULATION BOTTOM PLATE 2x4 SPF#2 SITE INSTALL 3/8" LAG SCREWS STAGGERED FROM SIDE TO SIDE AT 48" O.C. MAXIMUM. LAG SCREWS MUST PENETRATE 1.75" MINIMUM INTO ADJACENT MODULE RIM JOIST. (TYPICAL AT ALL MARRIAGE LINES) ROOF SHEATHING(4) 10d NAILS SEE SECTION NOTE @ EA END. RAFTERS #10 W.S. @ 8"0. C. STAGGERED 7/16" OSB SHEATHING, FASTENED WITH 8D NAILS 6"O.C. AT EDGES INSULATION & 12"O.C. FIELD CEILING (SEE 2X6 SYP#2 @16"O.C. CROSS SECTION) DOUBLE FLOOR JOIST HAI I nn�\I F�\In ` A\ I nF Al) NTS INSTALL 2x3 SPF#3 MIN. RAIL, w/ PLYWOOD FILLERS IF NEEDED, EACH SIDE, AT ROOF PEAK FASTENED TO EACH RAFTER w/(2) 16d NAILS WITH 2" MINIMUM PENETRATION INTO RAFTER, OR EQUAL, WHERE ROOF RIDGE BEAM DOES NOT EXTEND TO TOP OF ROOF. TAPER RAIL WHEN SPACE IS LESS THAN 2 1/2" ABOVE BEAM. ALSO INSTALL RAIL AT BOTTOM OF RAFTERS OVER MARRIAGE WALL WHERE RIDGEBEAM IS NOT REQUIRED. (TYP.) 26 GA. X 1-1/2" STEEL 26 GA. X 1-1/2" STEEL STRAP FROM RAFTER TO WALL STRAP FROM RAFTER TO WALL STUD AND/OR FROM TRUSS STUD AND/OR FROM TRUSS . TO RIDGE BEAM TO WALL STUD DBLTOP TO RIDGE BEAM TO WALL STUD AT 16" O.C. W/7-15 GA. x 1" PLATE 2x4 SPF#2 AT 16" O.C. W/7-15 GA. x 1" STAPLES PER STRAP END PLUS STAPLES PER STRAP END PLUS STRAPS AT OPENING COLUMNS STRAPS AT OPENING COLUMNS PER FLOOR PLAN. PER FLOOR PLAN. MARRIAGE WALL STUDS — WALL INTERIOR 2x4 SPF#2 ® 16" O.C. WALL INTERIOR FINISH FINISH R-11 INSULATION 26 GA. X 1-1/2" STEEL STRAPS 26 GA. X 1-1/2" STEEL STRAPS FROM WALL STUD TO JOIST 0 FROMWALL STUD TO JOIST 16" O.C. FASTENED W/(7) 15GA x 1" / / 16" O.C. FASTENED W/(7) 15GA x 1" STAPLES PER STRAP END PLUS STRAPS BOTTOM PLATE STAPLES PER STRAP END PLUS STRAPS 0 OPENING COLUMNS PER FLOOR PLAN 2x4 SPF#2 0 OPENING COLUMNS PER FLOOR PLAN ROOF COVERING OVER: (SEE EXTERIOR FINISH AND ROOF SHEATHING DETAIL. 2X8 RAFTERS AT 24" O.C. WITHIN 9'-0" FROM ENDWALLS WITH BOTTOM EDGE LATERAL BRACING AT 1/3RD POINTS 2X8 RAFTERS AT 24" O.C. IN ALL OTHER AREAS WITH BOTTOM EDGE LATERAL BRACING AT 1/4 POINTS DESIGN IS TRANSVERSE R-48 INSULATION ON NETTING 2x FIRESTOP TIGRID CEILING LINE (TYP) EXTERIOR WALL STUDS 2x4 SPF#2 AT 16" O.C. R-13 INSULATION R-30 INSULATION LE 2x8 SPF#2J R MUBOIST FLOOR JOISTS 2x8 SPF#2 AT 16" O.C. (TYP) # J Q 0 z w 48„ SIDEWALL STAGGER JOINTS 48" O.C. ROOF SHEATHING FASTENED TO RAFTERS W/0.0990 x 2" NAILS AT 6" O.C. ON EDGES & 6" O.C. IN THE FIELD ON ALL ZONES ROOF SHEATHING DETAIL SEE DBI DESIGN PACKAGE PAGES FOR DIAGONAL BRACING AND ROOF JOIST GUSSET DETAILS. C36.0-36.3 (2018 IBC) OVERHANG: ENDWALLS: 6" SIDEWALLS: 2" EXTERIOR WALL STRUCTURAL BRACING EXTERIOR WALL STRUCTURAL BRACING SIDEWALLS: BRACING INSTALLATION: STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUS FROM TOP OF TRUSS TOP CHORD TO 3/4" MINIMUM BELOW TOP OF RIM JOIST W/ ALL SHEATHING EDGES SUPPORTED BY 2" NOMINAL LUMBER OF THE SAME SIZE AND GRADE AS EXTERIOR WALL FRAMING. BRACING MATERIAL: 7/16" OSB SHEATHING FASTENED WITH 8d COMMON OR GALV. BOX NAILS 6" O.C. EDGES AND 12" O.C. IN THE FIELD. ENDWALLS: BRACING INSTALLATION: STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUS FROM TOP OF TRUSS TOP CHORD TO 3/4" MINIMUM BELOW TOP OF RIM JOIST W/ ALL SHEATHING EDGES SUPPORTED BY 2" NOMINAL LUMBER OF THE SAME SIZE AND GRADE AS EXTERIOR WALL FRAMING. BRACING MATERIAL: 7/16" OSB SHEATHING FASTENED WITH 8d COMMON OR GALV. BOX NAILS 6" O.C. EDGES AND 6" O.C. IN THE FIELD. 26 GA. x 1-1/2" STEEL STRAP FROM WALL STUD TO FLOOR JOIST AT OPENING STUDS AND 16" O.C. WITH 7— 15 GA. x 1" PENETRATION STAPLES PER STRAP END. (TYPICAL SIDEWALLS & ENDWALLS) GENERAL CROSS-SECTION NOTES: 1. UNLESS OTHERWISE SPECIFIED, ALL STEEL MUST COMPLY W/ ASTM A36, YIELD STRENGTH = 36 KSI. 2. ALL LAG SCREWS MUST COMPLY W/ ANSI/ ASME B18.2.1. FYB= 60 KSI MINIMUM. 3. SEE FOUNDATION PLAN FOR PIER AND TIE -DOWN STRAPPING LOCATIONS, ORIENTATIONS, AND SPECIFICATIONS. JOHN A. BODZIAK ARCHITECT, A.IA. PA. ARCHITECTURE, DESIGN AND CONSTRUCTION MANAGEMENT GEORGIA REGISTRATION NO. RA010759 EMAIL: jack®jabodziak.com 743 49TH STREET NORTH ST. PETERSBURG, FLORIDA 33762 TEL: (727) 327-1966 FAX: (727) 865-5119 D DIAMOND BUILDERS INC. BI P.O. BOX 2200 440 THOMPSON DR. DOUGLASS, GEORGIA 31534 (912) 384-7080 DATE: 4-18-21 THIRD PARTY: RADCO SCALE : NO SCALE 5801 BENJAMIN CENTER, SUITE 102 TAMPA, FLORIDA 33634 CODES: SEE NOTES 813-243-0370 STATES: GA. REVISIONS: BY: DESTINATION: TYBEE ISLAND DB19286 A -H SHEET 107'-4" x 64'-0" EDUCATION 5 OF 5 CROSS SECTION ept. of Community Affairs FOUNDATION NOTES: 1. ALL FOUNDATION CONSTRUCTION, MATERIALS, AND INSTALLATION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES. 2. TIE -DOWN STRAPS TO BE 1-1/4"x .035" TYPE -1, FINISH B, GRADE 1 ZINC COATED STEEL STRAPPING CERTIFIED BY A REGISTERED ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM D3953-91. TIE DOWN STRAPS AND CONNECTING HARDWARE SHALL HAVE 3150# MINIMUM WORKING CAPACITY. 3. EACH GROUND ANCHOR SHALL HAVE A WORKING CAPACITY NO LESS THAN THE SUM OF THE REQUIRED WORKING CAPACITIES OF ALL TIE DOWN STRAPS CONNECTED TO THE GROUND ANCHOR, AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. DESIGN OF GROUND ANCHOR, INCLUDING SHAFT LENGTH, NUMBER AND DIAMETER OF HELIXES, ETC., TO BE AS SPECIFIED BY THE GROUND ANCHOR MANUFACTURER FOR THE ACTUAL SOIL TYPE ENCOUNTERED. IF THE HOLDING OR PULLOUT CAPACITIES OF GROUND ANCHORS ARE BELOW THE ASSUMED DESIGN VALUES, THE ARCHITECT/ENGINEER MUST BE CONSULTED FOR AN ALTERNATE ANCHORAGE DESIGN. 4. THE FIRST TIE -DOWN STRAP FROM ENDWALLS SHALL NOT EXCEED 1/2 THE MAXIMUM SPACING INDICATED. 5. ALL PIERS SHALL BE CONSTRUCTED OF CONCRETE MASONRY UNITS CONFORMING TO ASTM C90. MASONRY UNITS SHALL BE LAID IN TYPE M OR S MORTAR OR COVERED WITH SURFACE BONDING CEMENT INSTALLED IN ACCORDANCE WITH ITS LISTING. PIER FOOTINGS SHALL BE AS DESCRIBED ABOVE. 6. MINIMUM CONCRETE FOOTING COMPRESSIVE STRENGTH 2,500 PSI AT 28 DAYS. 7. ALL REINFORCEMENT BARS SHALL COMPLY WITH ASTM A615, GRADE 60. REINFORCEMENT BARS SHALL BE EQUALLY SPACED AND PLACED WITH 3" CLEARANCE FROM BOTTOM AND SIDES OF THE FOOTING. 8. SEE SHEET 1 OF 5 FOR BUILDING DESIGN LOADS. 9. I -BEAM SUPPORT PIERS MAY BE INSTALLED LATERALLY (90' FROM THE ORIENTATION SHOWN ON THE FOUNDATION PLAN). CENTERLINE OF EACH PIER MUST BE LOCATED DIRECTLY BELOW THE I -BEAM CENTERLINE. 10. SOIL BEARING CAPACITY SHOWN ON THIS PLAN IS ASSUMED. IF THE ACTUAL SOIL BEARING CAPACITY IS LESS THAN 2,000 PSF, THE ARCHITECT/ENGINEER MUST BE CONSULTED FOR REQUIRED ALTERNATE FOUNDATION DESIGN. FOOTINGS SHALL BE PLACED ON NON -EXPANSIVE SOILS ONLY. 11. INSTALL BLOCK PIER ON EACH SIDE OF ALL EXTERIOR DOOR OPENINGS. (MANUFACTURER'S RECOMMENDATION ONLY - OPTIONAL WHEN NOT SHOWN) SLIGHT ADJUSTMENT MAY BE REQUIRED TO INSURE OPENABILITY AFTER INSTALLATION OF BUILDING IS COMPLETE. 12. THE FOUNDATION DIMENSIONS SHOWN ON THE ABOVE LAYOUT ARE NOMINAL DIMENSIONS OF THE FACTORY BUILT MODULARS AND DO NOT ACCOUNT FOR GAPS BETWEEN MODULES THAT MAY OCCUR DURING INSTALLATION.. THE FOUNDATION DESIGNER, FOUNDATION CONTRACTOR AND MODULAR BUILDING INSTALLER MUST CONSULT TO DETERMINE IF ADJUSTMENTS TO PIER LOCATIONS ARE NEEDED TO ACCOUNT FOR TOLERANCES NEEDED DURING INSTALLATION OF THE BUILDING MODULES 13.THE AREA UNDER FOOTINGS AND FOUNDATIONS SHALL HAVE ALL VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR TO THEIR CONSTRUCTION. 14.THE CONTRACTOR MUST VERIFY ALL FLOOR DIMENSIONS BEFORE STARTING THE PLACEMENT OF ALL FOOTERS AND GROUND ANCHORS. D � Z Z W W Z Z ( ) I ( TIE DOWN AT ) ( ) ( ) ( ) 1 ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) 1 () ( ) ( ) \ N \ PH—I \ \ \ N \ Pr_—I \ \ \ \ \ \ \ N \y' O - AT EACH CORNER TO FOUNDATION ' w w w ' 3150# CAPACITY \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ (8) (8) (8) (8) (8) (8) (8) (8) W (8) (8) (8) (8) (8) (8) (8) w Q ry Q O � U I I I I I Q I ' o� 1 1 I I I Dv 1 1 O ' (e) N ( �� (e) N ( � I C_ (e) N ( I—� d (e) N ( �� FL (e) N ( I _ (e) �� NOE 1-0, ( �� (e) N ( �� d (e) i N �� zl ZI ZI I zl ZI ZI JJ _I J J J LIJ LIJ L! LIJ LIJ L! � C7 O � C7 O N Q Q Q Q Q Q I E FK � Fr FK � Q Q Q Q Q Q mv (B) (B) (8) 00(8) (8) co(8) (B) Do R) (B) 00' R (8) �(8) (8) o(8) (B) FF LIJ I W I ui I W I W I W I W Q � Q (B) (B) (8�—i�(8) (8) (8) (B) (B) (B) (8) (8) (8) (8) (B) w 7 4 LJ N ' I ry I w LIJ 0 EXTERIOR SIDEWALL 45' FOOTINGS MUST J ANCHOR EXTEND BELOW FROST LINE SECTION A -A FRAME TIE -DOWN STRAP AND GROUND ANCHOR (SEE CHART BELOW) WIND SPEED FRAME TIE -DOWN STRAP AND GROUND ANCHOR SPACING 140 MPH Vasd V-11" NOTES: ALL POINTS ALONG I -BEAM SHALL BE WITHIN HALF OF THE SPECIFIED DIMENSIONS OF THE STRAP/ANCHOR LOCATIONS THE FIRST STRAP/ANCHOR LOCATION FROM EACH END WALL SHALL NOT EXCEED HALF OF THE SPECIFIED DIMENSIONS AT END WALLS GROUND ANCHOR WITH DUAL BOLT HEAD FOR CONNECTION OF TIE DOWN STRAP FROM EACH SIDE OF MARRIAGE UNE. PIER MARRIAGE UNE C 44 C SECOND GROUND ANCHOR AS REQUIRED •• SECTION B -B PLAN VIEW OF VERTICAL TIE DOWN STRAP AT MARRIAGE UNE COLUMNS. •• SOME COLUMNS REQUIRE ONLY ONE GROUND ANCHOR. SEE PLAN AND MARRIAGE WAIL PIER REQUIREMENTS FOR DETAILS VERTICAL TIE DOWN STRAP FASTENED TO COLUMN WITH 18-16d COMMON NAILS OR EQUAL 12" MAX. (CENTERLINE OF PIER TO FACE OF COLUMN) INSTALL GROUND ANCHOR PRIOR TO POURING FOOTING SECTION Y -Y VERTICAL TIE DOWN STRAP DETAIL AT COLUMNS END WALL FLOOR JOIST I -BEAM CROSS MEMBER WELD CLIP TO BOTTOM OF I -BEAM TIE DOWN STRAP PROVIDE 2 ANCHORS/ MODULE ENDWALL. ( TYP. EACH MODULE.) GROUND ANCHOR J . L_'IIIIIV Z_ -7 LONGITUDINAL TIE DOWN DETAIL AT ENDWALLS N IISH MEI ADE o z s FOOTINGS MUST EXTEND BELOW FROST LINE SECTION D—D VERTICAL TIE DOWN STRAPS AT BUILDING CORNERS EXTERIOR SIDEWALL STRAP D O NOTE: THIS FOUNDATION PLAN IS BASED UPON SEISMIC DESIGN CATEGORY C CONDITIONS. IF THE MODULAR BUILDING INSTALLATION SITE REQUIRES SEISMIC DESIGN CATEGORY D CONDITIONS. THAN A SITE SPECIFIC FOUNDATION PLAN MUST BE DESIGNED BY A QUALIFIED PROFESSIONAL, AND IS SUBJECT TO REVIEW AND APPROVAL BY THE LOCAL AUTHORITY HAVING JURISDICTION. Application #: 4 . .. • TYPICAL FOUNDATION LAYOUT SHOWN IS TO AID THE SITE ENGINEER/ARCHITECT FOR ENGINEER/ARCHITECT FOR LOCATIONS OF REQUIRED SUPPORTS. ACTUAL FOUNDATION MUST BE DESIGNED TO SITE CONDITIONS FOR ALL APPLICABLE LOADS. THIS INCLUDES BUT IS NOT LIMITED TO CONSTRUCTION OF THE FOUNDATION, SEISMIC DESIGN AND ATTACHING THE BUILDING TO THE FOUNDATION, ALONG WITH THE RESISTANCE TO LATERAL, LONGITUDINAL SHEAR, UPLIFT AND DOWNWARD FORCES IN BOTH DIRECTIONS. TYPICAL FOUNDATION IS NOT INTENDED TO BE ALL INCLUSIVE, NOR DOES THIS SET DETAIL EVERY CODE REQUIRED ASPECT OF THIS BUILDING. COMPLIANCE WITH ALL APPLICATED CODES PER LOCAL AUTHORITY HAVING JURISDICTION WHETHER DETAILED IN THIS SET OR NOT MUST BE MET. NOTICE TO FOUNDATION CONTRACTOR: ALL DIMENSIONS, DETAILS AND NOTES ON THIS FOUNDATION PLAN MUST BE REVIEWED AND VERIFIED BY THE FOUNDATION CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION OF THE FOUNDATION. ANY APPARENT CONFLICTS, ERRORS OR OMISSIONS MUST BE BROUGHT TO THE ATTENTION OF THE DESIGN PROFESSIONAL FOR RESOLUTION PRIOR TO PROCEEDING WITH CONSTRUCTION. THE CONTRACTOR MUST OBTAIN APPROVAL OF THE FOUNDATION PLAN FROM THE LOCAL BUILDING DEPARTMENT PRIOR TO COMMENCING CONSTRUCTION AND MUST COMPLY WITH ALL STATE AND LOCAL CODE, APPROVAL AND AND INSPECTION REQUIREMENTS. EMC IS NOT THE DESIGNER OF THE BUILDING OR THE FOUNDATION AND IS NOT RESPONSIBLE OR LIABLE FOR ANY CONFLICTS, ERRORS, OMMISSIONS OR FAILURES TO COMPLY WITH STATE OR LOCAL CODES. MARRIAGE WALL PIER REQUIREMENTS PIER MINIMUM SOIL NUMBER OF VERTICAL NUMBER BEARING CAPACITY PIER TYPE TIE DOWN STRAPS MAXIMUM PIER D 34 1/4" REQ'D (EACH MODULE) SPACING 2000 PSF D 1 1 3000 PSF C 1 NOTE THIS FOUNDATION PLAN IS PROVIDED FOR REFERENCE AS A TYPICAL STANDARD. ACTUAL FOUNDATION CONDITIONS MUST BE EVALUATED FOR APPLICABILITY IF THIS PLAN IS TO BE USED. ALTERNATE FOUNDATION PLANS MAY BE DESIGNED BY OTHERS IN ACCORDANCE WITH THE REQUIREMENTS OF THE JURISDICTION HAVING AUTHORITY. FOUNDATION ENCLOSURE (WHEN PROVIDED) MUST HAVE 1 SQUARE FOOT NET VENT AREA PER 1/150TH OF THE FLOOR AREA, AND AN 18" X 24" MINIMUM CRAWL SPACE ACCESS, SITE INSTALLED BY OTHERS SUBJECT TO LOCAL JURISDICTION. MATEUNE TIE DOWN STRAPS GROUND ANCHOR SECTION C -C DUAL HEAD GROUND ANCHOR DETAIL 12"X30"X30" CONCRETE FOOTING WITH 3-#5 REBARS EACH WAY —9 16"X16" PIER I I L_' PLAN VIEW SECTION PIER TYPE C 12"X36"X36" CONCRETE FOOTING WITH 4-#5 REBARS EACH WAY F_ __1 16"X16" m L__J PLAN VIEW SECTION PIER TYPE D JOHN A. BODZIAK ARCHITECT, AJA. PA. ARCHITECTURE, DESIGN AND CONSTRUCTION MANAGEMENT GEORGIA REGISTRATION NO. RA010759 EMAIL: jack@jobodziak.com 743 49TH STREET NORTH ST. PETERSBURG, FLORIDA 33762 TEL: (727) 327-1966 FAX: (727) 865-5119 NOTE: THE NUMBER OF PIERS SHOWN ON THIS FOUNDATION PLAN IS NO INDICATION OF THE AMOUNT OF PIERS REQUIRED AND NEEDED FOR THIS BUILDING. SEE MAXIMUM PIER SPACING CHART TO THE RIGHT FOR THE CORRECT NUMBER OF PIERS REQUIRED FOR EACH SOIL BEARING CAPACITY. FOUNDATION DIMENSIONS A MODB PER TO STEEL BEAM CWIDTH STEEL B MI ODULE EDGE SPACING MODULEEDGEEDGE 22 1/4" 95 1/2- /2"D11'-8" MAXIMUM PIER D 34 1/4" MINIMUM SOIL SPACING BEARING CAPACITY 9'-0" 2000 PSF 9'-0" 3000 PSF if I&I =40 AMOD B ER TO STEEL B WIDTH MODULEEDGEEDGE " S ACINGEAM 13'-8" 34 1/4" 95 1/2- DMAXIMUM PIER MINIMUM SOIL SPACING BEARING CAPACITY 9'-0" 2000 PSF 9'-0" 3000 PSF 4" CONC. CAP (TYPICAL) SOLID 12" DEEP x 30" RD. CONCRETE FOOTING P". M 1 16"x16" ( PIER PLAN VIEW SECTION PIER TYPE A 10"X24"X24" CONCRETE FOOTING WITH 2-#4 REBARS EACH WAY 16"X16" PIER I�I PLAN VIEW SECTION PIER TYPE B D DIAMOND BUILDERS INC. BI P.O. BOX 2200 440 THOMPSON DR. DOUGLASS, GEORGIA 31534 (912) 384-7080 DATE: 4-18-21 THIRD PARTY: RADCO SCALE NO SCALE 5801 BENJAMIN CENTER, SUITE 102 TAMPA, FLORIDA 33634 CODES: SEE NOTES 813-243-0370 STATES: GA. REVISIONS: BY: DESTINATION: TYBEE ISLAND 1 J. B. DB19286 A -H SHEET 107'-4" x 64'-0" EDUCATION 1 OF 1 FOUNDATION GA Dept. of Community Affairs NOTE: THIS FOUNDATION PLAN IS PROVIDED FOR REFERENCE AS A TYPICAL STANDARD. ACTUAL FOUNDATION CONDITIONS MUST BE EVALUATED FOR APPLICABILITY IF THIS PLAN IS TO BE USED. ALTERNATE FOUNDATION PLANS MAY BE DESIGNED BY OTHERS IN ACCORDANCE WITH THE REQUIREMENTS OF THE JURISDICTION HAVING AUTHORITY. FOUNDATION NOTES: NOTE: ALL REQUIRED BUILDING AND/OR CONSTRUCTION PERMITS MUST BE APPLIED FOR AND OBTAINED FROM THE LOCAL AUTHORITIES HAVING JURISDICTION PRIOR TO ANY WORKED BEING DONE ON THE ABOVE SHOWN FOUNDATION DESIGN. THE ABOVE FOUNDATION DESIGN IS DESIGNED FOR A TEMPORARY BUILDING. APPROVAL OF THIS PLAN SHALL BE SUBJECT TO LOCAL JURISDICTION APPROVAL. IF THE ABOVE BUILDING DOES NOT MEET THE QUALIFICATIONS OF A "TEMPORARY BUILDING" THEN AN ALTERNATIVE FOUNDATION DESIGN SHALL BE REQUIRED IN ACCORDANCE WITH THE APPLICABLE CODE. 1. ALL FOUNDATION CONSTRUCTION, MATERIALS, AND INSTALLATION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES. 2. TIE -DOWN STRAPS TO BE 1-1/4"x .035" TYPE -1, FINISH 8, GRADE 1 ZINC COATED STEEL STRAPPING CERTIFIED BY A REGISTERED ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM D3953-91. TIE DOWN STRAPS AND CONNECTING HARDWARE SHALL HAVE 3150# MINIMUM WORKING CAPACITY. 3. EACH CONCRETE ANCHOR SHALL HAVE A WORKING CAPACITY NO LESS THAN THE SUM OF THE REQUIRED WORKING CAPACITIES OF ALL TIE DOWN STRAPS CONNECTED TO THE CONCRETE ANCHOR, AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. DESIGN OF CONCRETE ANCHOR, INCLUDING SHAFT LENGTH, NUMBER AND DIAMETER OF HELIXES, ETC., TO BE AS SPECIFIED BY THE CONCRETE ANCHOR MANUFACTURER FOR THE ACTUAL SOIL TYPE ENCOUNTERED. IF THE HOLDING OR PULLOUT CAPACITIES OF CONCRETE ANCHORS ARE BELOW THE ASSUMED DESIGN VALUES, THE ARCHITECT/ENGINEER MUST BE CONSULTED FOR AN ALTERNATE ANCHORAGE DESIGN. 4. THE FIRST TIE -DOWN STRAP FROM ENDWALLS SHALL NOT EXCEED 1/2 THE MAXIMUM SPACING INDICATED. 5, INSTALL BLOCK PIER ON EACH SIDE OF ALL EXTERIOR DOOR OPENINGS. (MANUFACTURER'S RECOMMENDATION ONLY - OPTIONAL WHEN NOT SHOWN) SLIGHT ADJUSTMENT MAY BE REQUIRED TO INSURE OPENABILITY AFTER INSTALLATION OF BUILDING IS COMPLETE. 6. THE AREA UNDER FOOTINGS AND FOUNDATIONS SHALL HAVE ALL VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR TO THEIR CONSTRUCTION. 7. SEE SHEET 1 OF 5 FOR BUILDING DESIGN LOADS 8. I -BEAM SUPPORT PIERS MAY BE INSTALLED LATERALLY (90' FROM THE ORIENTATION SHOWN ON THE FOUNDATION PLAN). CENTERLINE OF EACH PIER MUST BE LOCATED DIRECTLY BELOW THE I -BEAM CENTERLINE. 9. SOIL BEARING CAPACITY SHOWN ON THIS PLAN IS ASSUMED. IF THE ACTUAL SOIL BEARING CAPACITY IS LESS THAN 3,000 PSF, THE ARCHITECT/ENGINEER MUST BE CONSULTED FOR REQUIRED ALTERNATE FOUNDATION DESIGN. FOOTINGS SHALL BE PLACED ON NON -EXPANSIVE SOILS ONLY. 10. THE FOUNDATION DIMENSIONS SHOWN ON THE ABOVE LAYOUT ARE NOMINAL DIMENSIONS OF THE FACTORY BUILT MODULARS AND DO NOT ACCOUNT FOR GAPS BETWEEN MODULES THAT MAY OCCUR DURING INSTALLATION.. THE FOUNDATION DESIGNER, FOUNDATION CONTRACTOR AND MODULAR BUILDING INSTALLER MUST CONSULT TO DETERMINE IF ADJUSTMENTS TO PIER LOCATIONS ARE NEEDED TO ACCOUNT FOR TOLERANCES NEEDED DURING INSTALLATION OF THE BUILDING MODULES 11.THE CONTRACTOR MUST VERIFY ALL FLOOR DIMENSIONS BEFORE STARTING THE PLACEMENT OF ALL FOOTERS AND GROUND ANCHORS. 0 z W o v U 00 po po po po O 1 N - I 01 N - O_ w �Z_ U0 U X X Q CL Q = U ZU OWE oo oq oq oo #0 oo oo oq oq ry0"ic ryW NOTICE TO FOUNDATION CONTRACTOR: ALL DIMENSIONS, DETAILS AND NOTES ON THIS FOUNDATION PLAN MUST BE REVIEWED AND VERIFIED BY THE FOUNDATION CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION OF THE FOUNDATION. ANY APPARENT CONFLICTS, ERRORS OR OMISSIONS MUST BE BROUGHT TO THE ATTENTION OF THE DESIGN PROFESSIONAL FOR RESOLUTION PRIOR TO PROCEEDING WITH CONSTRUCTION. THE CONTRACTOR MUST OBTAIN APPROVAL OF THE FOUNDATION PLAN FROM THE LOCAL BUILDING DEPARTMENT PRIOR TO COMMENCING CONSTRUCTION AND MUST COMPLY WITH ALL STATE AND LOCAL CODE, APPROVAL AND AND INSPECTION REQUIREMENTS. EMC IS NOT THE DESIGNER OF THE BUILDING OR THE FOUNDATION AND IS NOT RESPONSIBLE OR LIABLE FOR ANY CONFLICTS, ERRORS, OMMISSIONS OR FAILURES TO COMPLY WITH STATE OR LOCAL CODES. GROUND ANCHOR WITH DUAL BOLT HEAD FOR CONNECTION OF TIE DOWN STRAP FROM EACH SIDE OF MARRIAGE UNE. PIER MARRIAGE UNE C C SECOND GROUND ANCHOR AS REQUIRED SECTION E -E PLAN VIEW OF VERTICAL TIE DOWN STRAP AT MARRIAGE LINE COLUMNS. VERTICAL TIE DOWN STRAP FASTENED TO 1.5" MIN. COLUMN WITH 18-16d 1.5" COMMON NAILS OR EQUAL (TYP12" MAX. CENTERLINE OF PIER 0 FACE OF COLUMN) GRADE FGROUND ANCHOR VERTICAL TIE D DOWN STRAP DETAIL I STRAPS GROUND ANCHOR V SECTION C—C g • TYPICAL FOUNDATION LAYOUT SHOWN IS TO AID THE SITE ENGINEER/ARCHITECT FOR ENGINEER/ARCHITECT FOR LOCATIONS OF REQUIRED SUPPORTS. ACTUAL FOUNDATION MUST BE DESIGNED TO SITE CONDITIONS FOR ALL APPLICABLE LOADS. THIS INCLUDES BUT IS NOT LIMITED TO CONSTRUCTION OF THE FOUNDATION, SEISMIC DESIGN AND ATTACHING THE BUILDING TO THE FOUNDATION, ALONG WITH THE RESISTANCE TO LATERAL, LONGITUDINAL SHEAR, UPLIFT AND DOWNWARD FORCES IN BOTH DIRECTIONS. TYPICAL FOUNDATION IS NOT INTENDED TO BE ALL INCLUSIVE, NOR DOES THIS SET DETAIL EVERY CODE REQUIRED ASPECT OF THIS BUILDING. COMPLIANCE WITH ALL APPLICATED CODES PER LOCAL AUTHORITY HAVING JURISDICTION WHETHER DETAILED IN THIS SET OR NOT MUST BE MET. END WALL FLOOR JOIST CROSS MEMBER WELD CLIP TO BOTTOM OF I -BEAM TIE DOWN STRAP PROVIDE 2 ANCHORS/ rTODULE ENDWALL. YP. EACH MODULE.) DETAIL NOTE: GROUND ANCHOR IF MODULEBUILDING IS LOCATED OVER A CLASS 1 (ROCK) SURFACE A CROSS DRIVE ANCHOR (MD#36-XDH) MINUTE MAN PRODUCTS INC, OR AN APPROVED EQUAL CAN BE SUBSTITUTED NOTE: IF MODULE BUILDING IS LOCATED OVER A MINIMUM 4" THICK 3000 PSI CONCRETE SURFACE, A TENSION HEAD W/SLEEVE ANCHOR (MD#: THDHLS) MINUTE MAN PRODUCTS INC, OR AN APPROVED EQUAL CAN BE SUBSTITUTED SECTION Z -Z EXTERIOR SIDEWALL z M FINISH GRADE GROUND ANCHOR NOTE: IF MODULE BUILDING IS LOCATED OVER A CLASS 1 (ROCK) SURFACE A CROSS DRIVE ANCHOR (MD#36-XDH) MINUTE MAN PRODUCTS INC, OR AN APPROVED EQUAL CAN BE SUBSTITUTED NOTE: IF MODULE BUILDING IS LOCATED OVER A MINIMUM 4" THICK 3000 PSI CONCRETE SURFACE A TENSION HEAD W/SLEEVE ANCHOR (MD#:THDHLS) MINUTE MAN PRODUCTS INC, OR AN APPROVED EQUAL CAN BE SUBSTITUTED SECTION X -X EXTERIOR SIDEWALL FRAME TIE -DOWN STRAP AND GROUND OH - ANCHOR AT 5'-9" O.C. WITHIN 6 FEET OF ENDWALLS AND 9'-10" O.C. ELSEWHERE TE GROUND �- ANCHOR NOTE: I OVER A CLASS 1 (ROCK) SURFACE F MODULE BUILDING IS LOCATED A CROSS DRIVE ANCHOR (MD#36-XDH) MINUTE MAN PRODUCTS INC, OR AN APPROVED EQUAL CAN BE SUBSTITUTED NOTE: IF MODULE BUILDING IS LOCATED OVER A MINIMUM 4" THICK 3000 PSI CONCRETE SURFACE, A TENSION HEAD W/SLEEVE ANCHOR (MD#: THDHLS) MINUTE MAN PRODUCTS INC, OR AN APPROVED EQUAL CAN BE SUBSTITUTED SECTION A -A FOUNDATION ENCLOSURE (WHEN PROVIDED) MUST HAVE 1 SQUARE FOOT NET VENT AREA PER 1/150TH OF THE FLOOR AREA, AND AN 18" X 24" MINIMUM CRAWL SPACE ACCESS, SITE INSTALLED BY OTHERS SUBJECT TO LOCAL JURISDICTION. NOTE: THE NUMBER OF PIERS SHOWN ON THIS FOUNDATION PLAN IS NO INDICATION OF THE AMOUNT OF PIERS REQUIRED AND NEEDED FOR THIS BUILDING. SEE MAXIMUM PIER SPACING CHART TO THE RIGHT FOR THE CORRECT NUMBER OF PIERS REQUIRED FOR EACH SOIL BEARING CAPACITY. PIERS ON PLAN ARE BASED ON 2000 PSF SOIL FOUNDATION DIMENSIONS PIER TO STEEL EAM MODULE B TH MODULE EDGE C SPACING A 11'-8" 22 1/4" 95 1/2- MAXIMUM PIER DSPACING MINIMUM SOIL BEARING CAPACITY 5-0" 8'-0" 3000 PSF 4000 PSF FOUNDATION DIME DIMENSIONS A MODUWIDTH MODULE B PIER TO MODULE EDGE c STEEL BEAM SPACING 341/4- 95 1/2- /2"D13'-8" MAXIMUM PIER D SPACING MINIMUM SOIL BEARING CAPACITY 7'-5" 3000 PSF 4000 PSF PIERS ON PLAN ARE BASED ON 2000 PSF SOIL ** POLYROPLYENE & FIBERGLASS PAD BY POLYVULC USA, INC 16" MIN. 24" MIN. (2) 8"x16"x4" 8"x16"x4" rJ..CAP BLOCK . AYP CAP BLOCK 8"x8"x16" CONC. (2) 8"x8"x1MASONRY UNITS6" CONC. Z MASONRY UNITS (DOUBLE STACK) (SINGLE STACK) o N (1) 16"x16"71 - 24"x24" PAD PAD PER TYPE T PER TYPE '2' TYPICAL UNLESS NOTED OTHERWISE SEE PLAN FOR PIER TYPE LOCATION PERIMETER PIERS ALONG I -BEAMS JOHN A. BODZIAK ARCHITECT, A.I.A. PA. ARCHITECTURE, DESIGN AND CONSTRUCTION MANAGEMENT GEORGIA REGISTRATION NO. RA010759 EMAIL: jack0jabodziok.com 743 49TH STREET NORTH ST. PETERSBURG, FLORIDA 33762 TEL: (727) 327-1966 FAX: (727) 865-5119 OF GEL) HN A. BOr) 14/2S 202,1 N �C9TE NO. r\•D D DIAMOND BUILDERS INC. BI P.O. BOX 2200 440 THOMPSON DR. DOUGLASS, GEORGIA 31534 (912) 384-7080 DATE: 4-W%KALE THIRD PARTY: RADCO SCALE 5801 BENJAMIN CENTER, SUITE 102 TAMPA, FLORIDA 33634 CODES: SEE NOTES 813-243-0370 STATES: GA. REVISIONS: BY: J. B. DESTINATION: TYBEE ISLAND DB19286 A -H SHEET 107'-4" x 64'-0" EDUCATION 1 OF 1 /AL I. r U1111097011 MAX. PAD CAPACITY PIER TYPE ABS PAD SIZE (LBS) 2000 PSF 3000 PSF 16 x 16 3,556 5,333 PIER TYPE 1 ABS PAD SGL. STACK SGL. STACK 24 x 24 8,000 8,000 PIER TYPE 2 ABS PAD DBL. STACK DBL. STACK 24 x 24 8,000 12,000 PIER TYPE 3 PP&G** DBL. STACK DBL. STACK ** POLYROPLYENE & FIBERGLASS PAD BY POLYVULC USA, INC 16" MIN. 24" MIN. (2) 8"x16"x4" 8"x16"x4" rJ..CAP BLOCK . AYP CAP BLOCK 8"x8"x16" CONC. (2) 8"x8"x1MASONRY UNITS6" CONC. Z MASONRY UNITS (DOUBLE STACK) (SINGLE STACK) o N (1) 16"x16"71 - 24"x24" PAD PAD PER TYPE T PER TYPE '2' TYPICAL UNLESS NOTED OTHERWISE SEE PLAN FOR PIER TYPE LOCATION PERIMETER PIERS ALONG I -BEAMS JOHN A. BODZIAK ARCHITECT, A.I.A. PA. ARCHITECTURE, DESIGN AND CONSTRUCTION MANAGEMENT GEORGIA REGISTRATION NO. RA010759 EMAIL: jack0jabodziok.com 743 49TH STREET NORTH ST. PETERSBURG, FLORIDA 33762 TEL: (727) 327-1966 FAX: (727) 865-5119 OF GEL) HN A. BOr) 14/2S 202,1 N �C9TE NO. r\•D D DIAMOND BUILDERS INC. BI P.O. BOX 2200 440 THOMPSON DR. DOUGLASS, GEORGIA 31534 (912) 384-7080 DATE: 4-W%KALE THIRD PARTY: RADCO SCALE 5801 BENJAMIN CENTER, SUITE 102 TAMPA, FLORIDA 33634 CODES: SEE NOTES 813-243-0370 STATES: GA. REVISIONS: BY: J. B. DESTINATION: TYBEE ISLAND DB19286 A -H SHEET 107'-4" x 64'-0" EDUCATION 1 OF 1 /AL I. r U1111097011 GA Dept. of Community Affairs 5/5/2021 Application #: 444 GEORGIA DEPARTMENT OF COMMUNITY AFFAIRS INDUSTRIALIZED BUILDINGS APPLICATION FORM Applicants Should Complete All Items (I-VID I. TYPE OF APPLICATION: SUBMITTED FOR: DEPARTMENT USE ONLY F1 NEW MANUFACTURER El APPROVAL F] REMANUFACTURE / RECERTIFICATION El REVISION APPLICATION: F1 BUILDING SYSTEM PROGRAM ❑ RENEWAL F] QUALITY CONTROL PROGRAM FNI FILE FOR RECORD TE: F-1 MODEL PLAN No. DBI 9286 AH EDU o REF: Ill. IDENTIFICATION: Name of Manufacturer/Applicant: Diamond Builders, Inc. Address: 440 Thompson Road City/State: Douglas, GA Zip. 31534 Location of Mfg. Plant or Re -Mfg. Site: E-mail Address: -michael@diamond-builders.net Phone: Name of Evaluation/Inspection Agency/Rep.: E-mail Address: Phone: III. DOCUMENTS SUBMITTED: 01 Plans F-1 Specifications F-1 Test Data F-1 Quality Control Manual F-1 Building Systems Manual F-01 Calculations (type) 01 Other (specify) IV. DESCRIPTION OF INDUSTRIALIZED BUILDING A. Type of Unit: FNI Three Dimensional Unit 0 Core Unit El Component B. Principal Construction Material: F-1 Wood F-1 Concrete F-1 Masonry El Steel El Other (specify) V. CLASSIFICATION OF BUILDING BY OCCUPANCY (See Chapter 4 NFPA 101) F1 Assembly (A) Ej Business (B) 9 Education (E) Ej Factory/Industrial (F) E] Institutional (1) F-1 Mercantile (M) F-1 Storage (S) F-1 Hazardous(H) F-1 Hotel/Transient (R1) F-1 Multi -Family Dwelling (R2) F1 1 & 2 Family Dwelling (R3) E:1 Daycare (DC) E:1 Board & Care, Assisted Living (R4) El Utility (U) V1. CLASSIFICATION OF BUILDING BY CONSTRUCTION TYPE 01 Sprinklered F-1 Non-Sprinklered Ej Type I E] Type 11 E] Type Ill Ej Type IV 9 Type V Ej A (Protected) 9 B (Unprotected) VII. SIGNATURES This is to certify the BUILDING SYSTEM / MODEL / DATA conforms to the current GA Rules for Industrialized Buildings and currently adopted State Minimum Standard Codes and GA Amendments. Print Name: Nabel Daniel, P.E. Title: (Agency's Architect or Professional Engineer) Signature: Alde, / 012 1 r/d Date: 4/29/2021 (Agency's Architect or Professional Engineer) Print Name: Michael Jackson Title: (Manufacturer or Agent) Signature: 461mdt7a669, Date 4/29/2021 (Manufacturer or Agent) VIII. DEPARTMENT USE ONLY F1 Returned for correction and/or additional information (see attached) Date: F-1 Approved as submitted F1 Approved as noted (see attached) Date: Approved by: Comments: Form IB -01 Revised: 9-15-15 GA Dept. of Community Affairs 5/5/2021 Application #: 44492 0* COMcheck Software Version 4.1.5.1 r8/1 1 Envelope Compliance Certificate Energy Code: Project Title: Location: Climate Zone: Project Type: Vertical Glazing / Wall Area: WITIMMMIRIERMS Additional Efficiency Package(s) On-site Renewable Energy 1-SchooKUnkenohv:Nonresidential 2O15|ECC DBI 8208M4X1O74EDUCATION TybeeIsland, Georgia 2a New Construction 12% DIAMOND BUILDERS,INC 440 THOMPSON DRIVE DOUGLAS, GA 31534 INT-TIMM, JOHN A. BODZIAK 743 49TH STREET NORT ST. PETERSBURG, FL 33771 680 Gross Area Cavity Cont. Proposed Budget IU - or R4/o|ue R4/a|ue U -Factor Factoo* Perimeter Roof 1:Attic Roof with Wood Joists, [BNg.Use 1 6870 48,0 0.8 0.021 O�027 Floor 1:Wood-Framed, [Bldg. Use School/University) 0870 30.0 0.8 O�033 0�033 SOUTH Exterior Wall 1: Wood -Framed, 16^u.c.. [Bldg. Use 1 2913 13o 0.0 0.089 o�064 School/University] Window 1: Metal Frame with Thermal ereax:Oporable.Pert. Spocs.: 345 -- -- 0.4*0 8s50 Product mNA, 8Hmoo.u5.[mdg.Use 1 adxou|/unxmsitN(N Door 1: Insulated Metal, Swinging, [Bldg. Use 1 - School/University) 80 --- --- 0.292 0.610 $4Budget u4antors are used for software baseline calculations ONLY, and are not code requirements. (b) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this u application.Th| have been designed to meet the 2015 IECC requirements in COMcheck Version 4.1.5.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name - Title OF G�- Signature Date ,94/29/2021, RED A Project Tide: DBI 9Z8h54XIO74EDUCATION Report date: 04/19/21 Data filename: Undded.cck Page 1of 20 GA Dept. ofCommunity Affairs 5/5/2021 Project Tide: DBI 928604XIU+4EDUCATION Data filename: Undded.cck Application #: 44492 Report date: 04/19/21 GA Dept. of Community Affairs 5/5/2021 Application #: 44492 0* COMcheck Software Version 4.1.5.1 r8/1 1 Interior Lighting Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: DBI 9286 64X107-4 EDUCATION Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: DIAMOND BUILDERS,INC JOHN A. BODZIAK 440 THOMPSON DRIVE 743 49TH STREET NORTH DOUGLAS, GA 31534 ST. PETERSBURG, FL 33762 Additional Efficiency Package(s) On-site Renewable Energy Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (fl:2) Wafts / ft2 (B X C) 1-School/University 6870 0.87 5977 Total Allowed Watts = 5977 Proposed Interior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Waft. 1-School/University Linear Fluorescent 1: 48" T8 25W (Super T8): Electronic: 2 100 44 4400 Incandescent 1: Incandescent 60W: 1 3 60 180 Total Proposed Watts = 4580 . 0 1 a 0 0 0 . Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.1.5.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. - Title Signature 'OF GEO N A. BO I ,94/29/2021, STF'6 A Project Title: DBI 9286 64X107-4 EDUCATION Report date: 04/19/21 Data filename: Untitled.cck Page 3 of 20 GA Dept. of Community Affairs 5/5/2021 Application #: 4449 0* COMcheck Software Version 4.1.5.1 r8/1 1 Exterior Lighting Compliance Certificat a=r1Tr-NM.=, Energy Code: Project Title: Project Type: Exterior Lighting Zone IWITITIMMIN&T -0 WN =*1t0e=FMT1=S1T1MrM17�11 A Area/Surface Category 2015 IECC 191 *,29i) i4X1#7-4 E#1.18,,kTI#K New Construction 2 (Residential mixed use area) Owner/Agent: DIAMOND BUILDERS,INC 440 THOMPSON DRIVE DOUGLAS, GA 31534 Designer/Contractor: JOHN A. BODZIAK 743 49TH STREET NORTH ST. PETERSBURG, FL 33762 C D E Allowed Tradable Allowed Watts Wafts/ Unit Wattage (B X C) Main entry 6 ft of door 20 Yes 120 Other door (not main entry) 6 ft of door 20 Yes 120 Total Tradable Watts (a) = 240 Total Allowed Watts = 240 Total Allowed Supplemental Watts (b) = 600 (a) Wattage tradeoffs are only allowed between tradable areas/surfaces. (b) A supplemental allowance equal to 600 watts may be applied toward compliance of both non -tradable and tradable areas/surfaces. A Fixture ID : DescriDtion / Lamr) / Wattage Per Lamp / Ballal Main entry (6 ft of door width): Tradable Wattage Incandescent 1: Incandescent 60W: Other door (not main entry) (6 ft of door width): Tradable Wattage Incandescent 2: Incandescent 60W: B C D E Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. 1 2 60 120 1 2 60 120 Total Tradable Proposed Watts = 240 Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed exterior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.1.5.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name - Title oF GF IN A. B I 04/29/2021 A S�FR DA nature Date Project Title: DBI 9286 64X107-4 EDUCATION Report date: 04/19/21 Data filename: Untitled.cck Page 4 of 20 GA Dept. of Community Affairs 5/5/2021 Application #: 44492 0* COMcheck Software Version 4.1.5.1 r8/1 1 Mechanical Compliance Certificate Energy Code: 2015|ECC Project Title: DBI 8280M4X1O74EDUCATION Location: TybeeIsland, Georgia Climate Zone: 2a Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: oIAMOwmamuoenS.|mC JOHN x.eODZmK 440THUMPSON DRIVE 743 49TH STREET NORTH DOUGLAS, GA 31534 5T. PETERSBURG' FL 33762 Additional EfficienryPoubmge(s) On-site Renewable Energy Mechanical Systems List Quantity System Type & Description a HVAC System 1 (Single Zone): Heating: 1each Other, Electric, Capacity =341uoxsuum wominimum efficiency requirement applies Cooling: 1each Single Package Vertical AC Unit, Capacity = 36000 kBtu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency =eo0EER, Required Efficiency: 8.60 EER Fan System: mvno 1 Water Heater 1: Electric Storage Water Heater, Capacity: 10gallons wYHeat Trace Tape Installed Proposed Efficiency: 3.00 SL, %/h (if > 12 kW), Required Efficiency: 3.00 SL, %/h (if > 12 kW) Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this it application.Thmechanical systems have been designed to meet the 2015 /u -C requirements in Cvmcnecx Version *.,.z, and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name - Title Signature Project Tide: DBI 928604XIU+4EDUCATION Report date: 04/19/21 Data filename: Undded.cck Page 5 o 20 GA Dept. of Community Affairs 5/5/2021 Application #: 44492 COMcheck Software Version 4.1.5.1 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. # :S:e c t i on & :R:eq, ID]_ C103.2 [PR1]1 - __T___F Plan Review Plans and/or specifications provide all information with which compliance can be determined for the building envelope and document where exceptions to the standard are Compiries? Comments/Assumptions ElComplies ElDoes Not F-INot Observable 'E]Not Applicable C103.2 Plans, specifications, and/or ::E]Complies [PR211 calculations provide all information ElDoes Not with which compliance can be 'E]Not Observable determined for the mechanical EINot Applicable systems and equipment and document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and C103.2 Plans, specifications, and/or ::E]Complies [PR311 calculations provide all information ElDoes Not with which compliance can be F-INot Observable determined for the service water Applicable heating systems and equipment and :E]Not document where exceptions to the standard are claimed. Hot water system sized per manufacturer's sizing guide. C103.2 Plans, specifications, and/or ElComplies [PR411 calculations provide all information E]Does Not with which compliance can be F_JNot Observable determined for the interior lighting EINot Applicable and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided should include interior lighting power calculations, wattage of: bulbs and ballasts, transformers and control devices. C103.2 Plans, specifications, and/or E]Complies [PR811 calculations provide all information E]Does Not with which compliance can be FlNot Observable determined for the exterior lighting T]Not Applicable and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided should include exterior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. C402.4.1 The vertical fenestration area <= 30 ElComplies [PR10]1 � percent of the gross above -grade wall ElDoes Not ::E]Not Observable: ':E]Not Applicable Project Tide: DBI 92Ob54XIO74EDUCATION Report date: 04/19/21 Data filename: Undded.cck Page 6 o 20 GA De at. of Community Affairs 5/5/2021 C402.4.1 The skylight area <= 3 percent of the LIComplies [PR11]1 gross roof area, ElDoes Not FlNot Observable E]Not Applicable C402.4.2 In enclosed spaces > 2,500 ft2 E]Complies [PR14]1 directly under a roof with ceiling OlDoes Not heights >15 ft. and used as an office, FlNot Observable lobby, atrium, concourse corridor, ::E]Not Applicable storage, gymnasium/exercise center, convention center, automotive service, manufacturing, non - refrigerated warehouse, retail store, distribution/sorting area, transportation, or workshop, the following requirements apply: (a) the daylight zone under skylights is >= half the floor area; (b) the skylight area to daylight zone is >= 3 percent with a skylight VT >= 0.40; or a minimum skylight effective aperture >= 1 percent. Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 'Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: DBI 9286 64X107-4 EDUCATION Data filename: Untitled.cck EJEEM Report date: 04/19/21 GA DePt.ofCommuoitv Affairs 5/5/2021 C303.2.1 Exterior insulation protected against LIComplies [F0611 damage, sunlight, moisture, wind, :ElDoes Not landscaping and equipment maintenance activities. FlNot Observable EINot Applicable C403.2,4Snow/ice melting system sensors for 'DComplies 5, �future connection to controls. Freeze ::E]Does Not C403.2.4. :protection systems have automatic FlNot Observable 6 controls installed. ::E]Not Applicable Project Tide: DBI 9286§4XIO74EDUCATION Data filename: Undded.cck Report date: 04/19/21 G Dept. of Commun t airs 5/5/2021 Application #: 44492 Cti :S :R:e*:ql Framing / Rough -in Inspection L�7p�lies? �.�Comments/Assumptions ,:ectio,n]-- & D C30113 Fenestration products rated in ::E]Complies [FR12]2 accordance with NFRC. ElDoes Not FINot Observable EINot Applicable C303.13 Fenestration products are certified as UComplies [FR13]1 to performance labels or certificates ::E]Does Not FINot Observable ::E]Not Applicable C402.4.3 Vertical fenestration SHGC value. :DComplies See the Envelope Assemblies table for values. FINot Observable EINot Applicable C402.4.3, Vertical fenestration U -Factor. E]Complies See the Envelope Assemblies table for values. C402.43. ElDoes Not EINot Applicable C402A.4 U -factor of opaque doors associated ElComplies See the Envelope Assemblies table for values. [FR1412 with the building thermal envelope ElDoes Not meets requirements. _JNot Observable E]Not Applicable C402.5.1 The building envelope contains a ElComplies [FR1611 continuous air barrier that is sealed in ::E]Does Not an approved manner and either F_JNot Observable constructed or tested in an approved :E]Not Applicable manner. Air barrier penetrations are sealed in an approved manner. Factory -built fenestration and doors ElComplies C4025.4 are labeled as meeting air leakage ElDoes Not [FR18]3 requirements. FINot Observable EINot Applicable Additional Comments/Assumptions: Project Tide: DBI 9286§4XIO74EDUCATION Data filename: Undded.cck Report date: 04/19/21 G Dept. of Communit airs 5/5/2021 Application #: 44492 [:Section: �ql Plumbing Rough -in Inspection Complies? Comments/Assumptions & R:e D ID C4045, ;: Heated water supply piping conforms ':E]Complies C40451, Ao pipe length and volume ElDoes Not C404.5.2 requirements. Refer to section details. FINot Observable ]3 C404.5, Heated water supply piping conforms ':E]Complies C4045A, �to pipe length and volume ::E]Does Not C4045.2 requirements, Refer to section details. F_JNot Observable :EINot Applicable C404.6.1, Automatic time switches installed to ElComplies C404,6.2 automatically switch off the ElDoes Not [PL311 recirculating hot-water system or heat : FlNot Observable :E]Not Applicable C404.63 ',Pumps that circulate water between a ElComplies (PL713 heater and storage tank have controls ElDoes Not that limit operation from startup to flNot Observable <= 5 minutes after end of heating EINot Applicable cycle. C404.6.3 Pumps that circulate water between a ::E]Complies [PL7]3 ';heater and storage tank have controls ElDoes Not ;that limit operation from startup to E]Not Observable <= 5 minutes after end of heating ':E]Not Applicable C4043 'Water distribution system that pumps ':E]Complies water from a heated -water supply :E]Does Not pipe back to the heated -water source FINot Observable through a cold -water supply pipe is a ::E]Not Applicable demand recirculation water system. Pumps within this system have controls that start the pump upon ,receiving a signal from the action of a user of a fixture or appliance and ,limits the temperature of the water :entering the cold -water piping to C4043 'Water distribution system that pumps :oComplies water from a heated -water supply ElDoes Not pipe back to the heated -water source 'through _JNot Observable a cold -water supply pipe is a ':E]Not Applicable :demand recirculation water system. Pumps within this system have ;controls that start the pump upon :receiving a signal from the action of a user of a fixture or appliance and ;limits the temperature of the water :entering the cold -water piping to Additional Comments/Assumptions: Project Tide: DBI 9286§4XIO74EDUCATION Data filename: Undded.cck Report date: 04/19/21 GDept. of Communit Affairs 5/5/2021 Application #e 44492 S ection Mechanical -in lnspect:loncomp lies? n entero ell _. C402.2.6 :Thermally ineffective panel surfaces of ❑Complies [ME41]3 sensible heating panels have ❑Does Not insulation >= R-3.5. ;❑Not Observable ❑Not Applicable C4025,5, 'Stair and elevator shaft vents have ❑Complies C403.2.4. motorized dampers that automatically ❑Does Not 3 [ME3]3 close. ❑Not Observable ❑Not Applicable C403.2.12'. HVAC fan systems at design ❑Complies ............................................................. See the Mechanical Systems list for values. .1 conditions do not exceed allowable❑Does Not [ME65]3 !fan system motor nameplate hp or fan ❑Not Observable !system bhp. ❑Not Applicable C403,2.12 Fans have efficiency grade (FEG) >_ ❑Complies ......................... —....................._.......................................................................... .3 67. The total efficiency of the fan at ❑Does Not [ME117]2 the design point of operation <= 15% ❑Not Observable of maximum total efficiency of the ❑Not Applicable fan. C4012.13Unenclosed spaces that are heated ❑Complies [ME71]2 use only radiant heat. ❑Does Not ❑Not Observable ❑Not Applicable C4032.3 HVAC equipment efficiency verified. ❑Complies See the Mechanical Systems list for values. [ME55]2 ❑Does Not ❑Not Observable' ❑Not Applicable 0403.2.6. Demand control ventilation provided ❑Complies 1 for spaces >500 ft2 and >25 ❑Does Not [ME59]1 people/1000 ft2 occupant density and ❑Not Observable served by systems with air side ®Not Applicable economizer, auto modulating outside air damper control, or design airflow >3,000 cfm. C403.2.6. Enclosed parking garage ventilation ❑Complies 2 has automatic contaminant detection ❑Does Not [ME115]3 ;and capacity to stage or modulate ❑Not Observable fans to 50% or less of design capacity. ❑Not Applicable 0403.2.7 Exhaust air energy recovery on ❑Complies [ME57]1 systems meeting Table C403.2.7(1) ❑Does Not and 0403.2.7(2). ❑Not Observable' ❑Not Applicable 0403.2.8 Kitchen exhaust systems comply with ❑Complies [ME116]3 • replacement air and conditioned ❑Does Not supply air limitations, and satisfy hood ❑Not Observable rating requirements and maximum ❑Not Applicable exhaust rate criteria. _ C4032.9 : HVAC ducts and plenums insulated. ❑Complies [ME60]2 Where ducts or plenums are installed ❑Does Not in or under a slab, verification may ❑Not Observable need to occur during Foundation ❑Not Applicable Inspection. 0403:2.9 =; Ducts and plenums sealed based on ❑Complies [ME10]2 static pressure and location. ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact (Tier 1) 2 'Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: DBI 9286 64X107-4 EDUCATION Report date: 04/19/21 Data filename: Untitled.cck Page 11 of 20 G Dept. of Communit Affairs 5/5/2021 Application #: 44492 c ion action Mechanical Rough -in lnsp�ectloncomp C4012.9Ductwork operating >3 in. water ':E]Complies 1.3 'column requires air leakage testing. ::E]Does Not FINot Observable ONot Applicable C4014AMultiple zone VAV systems with DDC ',E]Complies See the Mechanical Systems list for values. 6 of individual zone boxes have static E]Does Not [ME110]3 pressure setpoint reset controls. FINot Observable TINot Applicable C40&22. Air outlets and zone terminal devices ElComplies 1 'have means for air balancing. ElDoes Not FINot Observable EINot Applicable C4015, Refrigerated display cases, walk-in ElComplies C403.5.1, coolers or walk-in freezers served by E]Does Not C403.5,2 remote compressors and remote FINot Observable :E]Not Applicable :condensing unit, have fan -powered condensers that comply with Sections ,C403.5.1 and refrigeration compressor: systems that comply with C403.5.2.. Additional Comments/Assumptions: Project Tide: DBI 9286§4XIO74EDUCATION Data filename: Undded.cck Report date: 04/19/21 GDept. of Commun=ecti /5/2021 Application #e 44492 section Rough-in Electrical lies? Comments/Assumptions eq.l C405.2.1 Lighting controls installed to uniformly ❑Complies [EL15]1 reduce the lighting load by at least ❑Does Not 50%. ❑Not Observable ❑Not Applicable C405.2.1 'Occupancy sensors installed in ❑Complies [EL18]1 required spaces. ❑Does Not ❑Not Observable' ❑Not Applicable C405.2.1, Independent lighting controls installed ❑Complies C4052.2. per approved lighting plans and all ❑Does Not 3 manual controls readily accessible and ❑Not Observable [EL23]2 ;visible to occupants. ❑Not Applicable 0405.2.2, '.Automatic controls to shut off all ❑Complies 1 =building lighting installed in all ❑Does Not [EL22] buildings. ❑Not Observable ❑Not Applicable 0405.2.3 ............. ________— Daylight zones provided with ❑Complies [EL16]2 individual controls that control the ❑Does Not lights independent of general area ❑Not Observable lighting. ❑Not Applicable C405.2.3, Primary sidelighted areas are ❑Complies C405.2.3. 'equipped with required lighting ❑Does Not 1, C405.2.3. controls. ! ❑Not Observable 2 ❑Not Applicable [EL20]1 C405.2.3, Enclosed spaces with daylight area ❑Complies C405.2.3. under skylights and rooftop monitors ❑Does Not 1, are equipped with required lighting ❑Not Observable' C405.2.3. 3 (controls. ❑Not Applicable [EL21]1 C405.2.4 Separate lighting control devices for ❑Complies [EL4]1 specific uses installed per approved ❑Does Not lighting plans. ❑Not Observable ❑Nat Applicable C405.2.4 (Additional interior lighting power ❑Complies [EL8]1 allowed for special functions per the ❑Does Not approved lighting plans and is ❑Not Observable automatically controlled and ❑Not Applicable separated from general lighting. C405.2.5 'Automatic lighting controls for exterior ❑Complies [EL25]nu° lighting installed. Controls will be ❑Does Not daylight controlled, set based on ❑Not Observable business operation time-of-day, or ❑Not Applicable reduce connected lighting > 30%. 0405.3 Exit signs do not exceed 5 watts per ❑Complies [EL6]1 face. ❑Does Not ❑Not Observable' ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: DBI 9286 64X107-4 EDUCATION Report date: 04/19/21 Data filename: Untitled.cck Page 13 of 20 GA Dept. ofCommunity Affairs 5/5/2021 Project Tide: DBI 9286§4XIO74EDUCATION Data filename: Undded.cck Application #: 44492 Report date: 04/19/21 GDept. of Community Affairs 5/5/2021 Application #e 44492 lection Insulation Inspection Complies?Comments/Assumptions eq.l C303.1 Roof insulation installed per ❑Complies [IN3]1 manufacturer's instructions. Blown or ❑Does Not poured loose -fill insulation is installed ❑Not Observable only where the roof slope is <=3 in ❑Not Applicable 12 C303,1 Building envelope insulation is labeled ❑Complies [IN10]2 'with R -value or insulation certificate ❑Does Not providing R -value and other relevant ❑Not Observable data. ❑Not Applicable C303.2 Above -grade wall insulation installed ❑Complies [IN7]1 per manufacturer's instructions. ❑Does Not ❑Not Observable'. ❑Not Applicable !: C303.2, Floor insulation installed per ❑Complies 0402,2.4 manufacturer's instructions. Cavity or ❑Does Not [IN9]2' structural slab insulation installed in Observable permanent contact with underside of❑Not ❑Not Applicable decking or structural slabs. C30321 Exterior insulation is protected from ❑Complies [IN14]2 :damage with a protective material. ❑Does Not Verification for exposed foundation ❑Not Observable insulation may need to occur during ❑Not Applicable Foundation Inspection. C402,2.1 Insulation intended to meet the roof ❑Complies [IN17]3 insulation requirements cannot be ❑Does Not installed on top of a suspended ❑Not Observable ceiling. Mark this requirement ❑Not Applicable "compliant if insulation is installed accordingly. C104 Installed above -grade wall insulation ❑Complies See the Envelope Assemblies table for values. [IN6]1 type and R -value consistent with ❑Does Not insulation specifications reported in ❑Not Observable plans and COMcheck reports. ❑Not Applicable C104 Installed floor insulation type and R- ❑Complies See the Envelope Assemblies table for values. [IN8]2 value consistent with insulation ❑Does Not ;specifications reported in plans and ❑Not Observable COMcheck reports. ❑Not Applicable C402.2.6 Radiant panels and associated ❑Complies [IN18]3 components, designed for heat ;❑Does Not transfer from the panel surfaces to the ❑Not Observable occupants or indoor space are ❑Not Applicable 'insulated with a minimum of R-3.5. C402.3 High -albedo roofs satisfy one of the ❑Complies [IN5]3 following: 3 -year -aged solar ❑Does Not reflectance >= 0.55 and thermal ❑Not Observable 'emittance >= 0.75 or 3 -year -aged '❑Not Applicable solar reflectance index >= 64.0. 0104 Installed roof insulation type and R- ❑Complies See the Envelope Assemblies table for values. [IN2]1 'value consistent with insulation ❑Does Not specifications reported in plans and ❑Not Observable' COMcheck reports. For some ceiling ❑Nat Applicable systems, verification may need to occur during Framing Inspection. C402.5.1. All sources of air leakage in the ❑Complies 1 building thermal envelope are sealed, ❑Does Not [IN1]1 caulked, Basketed, weather stripped ❑Not Observable !. or wrapped with moisture vapor- ❑Not Applicable permeable wrapping material to minimize air leakage. 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 +Low Impact (Tier 3) Project Title: DBI 9286 64X107-4 EDUCATION Report date: 04/19/21 Data filename: Untitled.cck Page 15 of 20 GA Dept. ofCommunity Affairs 5/5/2021 Application #: 44492 Project Tide: DBI 9286§4XIO74EDUCATION Data filename: Undded.cck Report date: 04/19/21 GA Dept. of Communit Affairs 5/5/2021 Application #e 44492 ion [:S:ec Final Inspection Comi1II:i! Ccs enter ssto tions Req.ii3 C303.3, Furnished O&M instructions for ❑Complies C408.2.5. systems and equipment to the ❑Does Not 2 [F117]3 building owner or designated representative. ❑Not Observable ❑Not Applicable 0303.3, Furnished O&M manuals for HVAC ❑Complies C408&2.5. 'systems within 90 days of system ❑Does Not 3 [F18]3' acceptance. ❑Not Observable ❑Not Applicable C402.53 Where open combustion air ducts ❑Complies [F151]3 provide combustion air to open ❑Does Not combustion fuel burning appliances, ❑Not Observable ',the appliances and combustion air ❑Not Applicable opening are located outside the building thermal envelope or enclosed in a room, isolated from inside the ,thermal envelope. Such rooms are sealed and insulated. C402.5.6 : Weatherseals installed on all loading ❑Complies [F137]1 dock cargo doors. ❑Does Not ❑Not Observable ❑Not Applicable C402.5�8 Recessed luminaires in thermal ❑Complies [F126]3 :envelope to limit infiltration and be IC ❑Does Not rated and labeled. Seal between ❑Not Observable interior finish and luminaire housing. ❑Not Applicable 04012.2 HVAC systems and equipment ❑Complies [F127]3 :capacity does not exceed calculated ❑Does Not loads. ❑Not Observable ❑Not Applicable C403.2.4. Heating and cooling to each zone is ❑Complies 1 controlled by a thermostat control. ❑Does Not [F14713 Minimum one humidity control device ❑Not Observable ;per installed humidification/dehumidification ❑Not Applicable system. C4012.4. :Thermostatic controls have a 5 °F ❑Complies 1.2 ideadband• ❑Does Not [F138]3 ❑Not Observable ❑Not Applicable 0403.2.4. 'Temperature controls have setpoint ❑Complies 1.3 overlap restrictions. ❑Does Not [F120]3 ❑Not Observable ❑Not Applicable C4012.4, ! Each zone equipped with setback ❑Complies 2 controls using automatic time clock or ❑Does Not [F139]3 programmable control system, ❑Not Observable ❑Not Applicable C4012.4, ;Automatic Controls: Setback to 55°F ❑Complies 2.1, (heat) and 85°F (cool); 7-day clock, 2- ❑Does Not 0403.2.4. ;hour occupant override, 10-hour ;❑Not Observable 2.2 [F140]'3 :backup ❑Not Applicable 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: DBI 9286 64X107-4 EDUCATION Report date: 04/19/21 Data filename: Untitled.cck Page 17 of 20 GDept. of Communit Affairs 5/5/2021 Application #e 44492 ion [:S:ec Final Inspection Comiaiies7 Ccs enter ssto tions Req.ii3 C404.3 Heat traps installed on supply and ❑Complies [FI11]3 :discharge piping of non-circulating ❑Does Not systems. ❑Not Observable ❑Not Applicable C404A ;All piping insulated in accordance with ❑Complies [FI25]2 ;section details and Table C403.2.10. ❑Does Not ❑Not Observable' ❑Not Applicable C405.4.1 Interior installed lamp and fixture❑Complies See the Interior Lighting fixture schedule for values. [F118]1 lighting power is consistent with what ❑Does Not is shown on the approved lighting Observable plans, demonstrating proposed watts❑Not ❑Not Applicable are less than or equal to allowed watts. 0405.5.1 Exterior lighting power is consistent ❑Complies See the Exterior Lighting fixture schedule for values. [FI19]1 with what is shown on the approved ❑Does Not lighting plans, demonstrating ❑Not Observable proposed watts are less than or equal ❑Not Applicable to allowed watts. C408.2.1 (Commissioning plan developed by ❑Complies [17128]1 registered design professional or ❑Does Not approved agency. ❑Not Observable' ❑Not Applicable 0408.2.3. --- HVAC equipment has been tested to ...... ❑Complies ............................................. 1 ensure proper operation. ❑Does Not [F131]1 ❑Not Observable' ❑Not Applicable C408.2.3. HVAC control systems have been ❑Complies 2 tested to ensure proper operation, ]Does Not [FI10]1 calibration and adjustment of controls. ❑Not Observable' ❑Not Applicable 0408.2.4 Preliminary commissioning report ...... ❑Complies ................................................ [F129]1 completed and certified by registered ❑Does Not design professional or approved ❑Not Observable ;agency. ❑Not Applicable 0408.2.5. Furnished HVAC as-built drawings ❑Complies 1 submitted within 90 days of system ❑Does Not [F17]3 acceptance. ❑Not Observable' ❑Not Applicable C408.2.5. 'Furnished as-built drawings for ❑Complies 1 electric power systems within 90 days ❑Does Not [F116] of system acceptance. ❑Not Observable ❑Not Applicable C408.2.5. ;An air and/or hydronic system ❑Complies .......................................... 3 balancing report is provided for HVAC ❑Does Not [F143]1 systems. ❑Not Observable ❑Not Applicable C408.2.5. Final commissioning report due to ❑Complies ......................................... 4 building owner within 90 days of ❑Does Not [F130]1 receipt of certificate of occupancy. ❑Not Observable ❑Not Applicable 1 High Impact (Tier 1) 2 'Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: DBI 9286 64X107-4 EDUCATION Report date: 04/19/21 Data filename: Untitled.cck Page 18 of 20 GA DePt.ofCommuoitv Affairs 5/5/2021 C4083 Lighting systems have been tested tu |L]Comp|ies [F133]1 ensure proper calibration, adjustment, |L]DoesNot prngramm|ng'and npermion. | | LJmotObsemab|e :EINot Applicable Project Tide: DBI 9286§4XIO74EDUCATION Data filename: Undded.cck Report date: 04/19/21 GA Dept. ofCommunity Affairs 5/5/2021 Project Tide: DBI 928604XIU+4EDUCATION Data filename: Undded.cck Application #: 44492 Report date: 04/19/21