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HomeMy WebLinkAboutcocc_cab_mtg_agenda_packet_20230927CAPE CANAVERAL COMMUNITY APPEARANCE BOARD City Hall Council Chambers 100 Polk Avenue, Cape Canaveral, Florida 32920 September 27, 2023 6:00 P.M. CALL TO ORDER ROLL CALL PUBLIC PARTICIPATION Any member of the public may address any items that do not appear on the agenda and any agenda item that is listed on the agenda for final official action by the Community Appearance Board (CAB) excluding public hearing items which are heard at the public hearing portion of the meeting, ministerial items (e.g., approval of agenda, minutes, informational items), and quasi-judicial or emergency items. Citizens will limit their comments to three (3) minutes. The CAB will not take any action under the "Public Participation" section of the agenda. The CAB may schedule items not on the agenda as regular items and act upon them in the future. NEW BUSINESS 1. Approval of Meeting Minutes — September 5, 2023 2. Review Level I Application for the development of four multifamily units (Cape View Coastal) SE corner of Adams Ave. & Rosalind Ave. (Parcel ID: 24 37 23 CG 11 1) — Noel Droor, PE, Applicant/Gallee, LLC, Owner REPORTS AND OPEN DISCUSSION ADJOURNMENT: Pursuant to Section 286.0105, Florida Statutes, the City hereby advises the public that: If a person decides to appeal any decision made by the Planning & Zoning Board with respect to any matter considered at this meeting, that person will need a record of the proceedings, and for such purpose that person may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. This notice does not constitute consent by the City for the introduction or admission into evidence of otherwise inadmissible or irrelevant evidence, nor does it authorize challenges or appeals not otherwise allowed by law. In accordance with the Americans with Disabilities Act: all interested parties may attend this Public Meeting. The facility is accessible to the physically handicapped. Persons with disabilities needing assistance to participate in the proceedings should contact the City Clerk's office [(321) 868-1220 x207 or x206] 48 hours in advance of the meeting. CAPE CANAVERAL COMMUNITY APPEARANCE BOARD MEETING City Hall Council Chambers 100 Polk Avenue, Cape Canaveral, Florida 32920 September 5, 2023 6:00 P.M. MINUTES CALL TO ORDER: A meeting of the Community Appearance Board took place on September 5, 2023, at City Hall Council Chambers, 100 Polk Avenue, Cape Canaveral, FL. Chairman Wasserman called the meeting to order at 6:00 p.m. The Board Secretary called the roll. ROLL CALL: MEMBERS PRESENT: Randy Wasserman Chairperson Bob Nienstadt Vice Chairperson Pamela Paisley Board Member Elana Whitehead Board Member OTHERS PRESENT: David Dickey Renee Yother BCSO PUBLIC PARTICIPATION: None OLD BUSINESS: NEW BUSINESS: Director, Community & Economic Development Board Secretary 1. Review Level II Application for Exterior Painting of Existing Holiday Inn Hotel 1000 Shorewood Drive (Parcel ID: 24-37-14-00-59) — Vincent Koziana, Applicant Mr. Dickey shared a slide presentation which showed the existing color scheme and the proposed color scheme for the exterior of the Holiday Inn Hotel. The approval request is for the building only. Mr. Dickey brought this matter to the Board's attention because it is a significant building. This building is seen from both inland and beach side, so he is allowing ample opportunity for public awareness. He informed the Board that the Level II Application Packet, which is included in this meeting's agenda packet, includes the colors, locations and painting schedules. Staff recommends the Board's approval of the Application. 1 City of Cape Canaveral, FL Community Appearance Board Meeting Minutes September 5, 2023 Vincent Koziana, designated agent for Holiday Inn Hotel, introduced himself. He explained the reasoning for the Application is to refresh the appearance of the building and to bring it up to current standards with the new designs coming out and being implemented. He confirmed there are no proposed lighting changes. Chairman Wasserman motioned to approve the Application and seconded by Board Member Whitehead. Vote carried unanimously. REPORTS AND OPEN DISCUSSION: Next scheduled meeting for this Board is September 27, 2023, starting at 6:00 p.m. Mr. Dickey announced the next agenda will include an item for discussion of a quadplex to be built on undeveloped land. ADJOURNMENT: There being no further business, Chairman Wasserman requested a motion to adjourn. Vice Chairman Nienstadt made the motion and seconded by Chairman Wasserman. Meeting adjourned at 6:15 p.m. Approved on this day of , 2023. Randy Wasserman, Chairman Renee Yother, Board Secretary 2 COMMUNITY APPEARANCE BOARD (CAB) SEPTEMBER 27, 2023 REGULAR MEETING • ITEM #1 Subject: Review Level I Application for the development of four multifamily units at the southeast corner of Adams Ave. and Rosalind Ave. The parcel is currently is not assigned an address (Parcel ID: 24 37 23 CG 11 1). Applicant/Owner: Noel Droor, PE/Gallee, LLC Department: Community and Economic Development Summary: The Level I application being considered is for the development of four multifamily units, to be administered as condominiums, on a 0.28-acre parcel located on the southeast corner of the intersection of Adams Ave. and Rosalind Ave (Attachment 1). This site is currently vacant; it had previously been developed with a multifamily structure containing 10 units called Sabal Palms. This structure was removed in 2020. The subject parcel has a zoning classification and Future Land Use (FLU) designation of R-2, which allows for up to 15 units per acre. With 4 units on 0.28 acres, the residential density is 14.29 units per acre, which is permitted. The parcel is within the City's Community Redevelopment Area (CRA), but is not within the A1A Economic Opportunity Overlay District (EOOD). Per Sec. 22-44, included in the application submission packet are: 1. The application (Attachment 2); 2. Concept plan/site plan (Attachment 3); 3. Preliminary landscape plan (Attachment 4); 4. Preliminary elevations (Attachment 5) 5. Photographs of site and setting (Attachment 6) 6. Materials, texture, and colors board (Attachment 7) 7. Floor plans (Attachment 8) Level I Request Sec. 22-42 (c) of the Code establishes certain criteria that the Community Appearance Board (CAB) must consider when evaluating a Level 1 application. In general, the criteria are to gauge whether a project is in harmony and consistent with the surrounding natural and built environment. Sec. 22-42 of the Code includes the specific standards that must be considered. They include: 1. The plans and specifications of the proposed project indicate that the setting, landscaping, ground cover, proportions, materials, colors, texture, scale, unity, balance, rhythm, contrast and simplicity are coordinated in a harmonious manner relevant to the particular proposal, surrounding area and cultural character of the community. Based upon the submitted application and its accompanying materials, the proposed project is consistent to, and harmonious with, the surrounding area with respect to the listed specifications. This segment of Adams Avenue and Rosalind Avenue is composed of residential uses of varying densities. The new project will bring the number of units down from ten (10) to only four (4). City of Cape Canaveral CAB Regular Meeting • September 27, 2023 Agenda Item # 1 Page 2 of 3 2. The plans for the proposed building or structure are in harmony with any future development which has been formally approved by the city within the surrounding area. This area of the City is largely built -out with residential homes. There are not currently any proposed developments in the surrounding area. The proposed building is in harmony with the existing development pattern. 3. The plans for the proposed building or structure are not excessively similar or dissimilar to any other building or structure which is either fully constructed, permitted but not fully constructed, or included on the same permit application, and facing upon the same or intersecting street within 500 feet of the proposed site, with respect to one or more of the following features of exterior design and appearance: a. Front or side elevations; b. Size and arrangement of elevation facing the street, including reverse arrangements; or c. Other significant features of design such as, but are not limited to: materials, roof line and height or design elements. The proposed building, while fitting in with the general character of the area, is a unique, modern structure that has curb appeal and would be an asset to its surrounding area. 4. The plans for the proposed building or structure are in harmony with the established character of other buildings or structures in the surrounding area with respect to architectural specifications and design features deemed significant based upon commonly accepted architectural principles of the local community. The proposed structure is in harmony with the established character of other buildings and structures in the surrounding area. 5. The proposed development of the building or structure is consistent and compatible with the intent and purpose of this article, the Comprehensive Plan for Cape Canaveral, and other applicable federal, state of local laws. The prosed development project is consistent with minimum requirements of the City's Comprehensive Plan. Consistency with the City's Land Development Regulations will be reviewed during subsequent site plan review. 6. Within the C-1, C-2 and M-1 zoning districts, any exterior building or roof color used shall be well designed and integrated with the architectural style of the building and surrounding landscaping in order to create a subtle and harmonious effect and promote aesthetic uniformity within the district. Bright or brilliant colors shall not be permitted except for use as an accent color within the C-1, C-2, or M-1 zoning district. Not applicable, as the subject property has R-2 zoning. City of Cape Canaveral CAB Regular Meeting • September 27, 2023 Agenda Item # 1 Page 3 of 3 Overall, this proposed project is consistent with applicable Code requirements and represents a continuation of the development trend in the surrounding area. The project includes a functional and attractive layout, and exhibits sensitivity to the scale, form, height and proportion of surrounding development. Attachments: 1. Location Map 2. Community Appearance Board Application 3. Concept plan/site plan 4. Preliminary landscape plan 5. Preliminary elevations 6. Photographs of site and setting 7. Materials, texture, and colors board 8. Floor plans Community and Economic Development Staff recommend the Board take the following action: 1. Approve the Level I Application for the development of four multifamily units at the southeast corner of Adams Ave. and Rosalind Ave. Approved by Director: David Dickey Date: September 21, 2023 Dana B i:kley ci A PROPERTY APPRAISER 5revard County 1:1,000 0 65 130 260 ft I 4 4 5 5 , S 0 20 40 80 m A t BCPAO maps and/or map applications are maintained for assessment and must ra:`rve purposes only and do not represent surveys, plats, or any other legal instrument Lrkeo.ise, measurement and location toots are for assessment and illustrative purposes only and do not necessarily reflect real -;+sand conditions Cue to the nature of Geographic Information Systems GIS) and cadas:`rat mapping, map layers may not precisely align and may not represent precise location, shape, and/or legal boundaries Only a F!orrda-tloensed surveyor can determine legally -relevant property boundaries, elevation, distance, area, and/or location in F!orrda 21, 2323 ', r or:__ , . , CITY OF CAPE CANAVERAL COMMUNITY APPEARANCE BOARD APPLICATION PACKET A�QL; cG� kr Veer Vie 11,1111111111111111111111111111111 hao1e.1 C3c� -i)L Instruction Sheet 2 Conceptual Plan Requirements 3 Information Sheet 4 Submittal Checklist 5 Application Fee Sheet 6 City of Cape Canaveral Community Appearance Board Application — 12/2018 Pg. 1 CITY OF CAPE CANAVERAL COMMUNITY APPEARANCE BOARD APPLICATION PACKET Instruction Sheet A pre -application meeting with the Community Development Department is required prior to completion and submittal of a Community Appearance Review application. The Community Appearance Review Application shall be prepared in compliance with the requirements of Chapter 22, Article Ill, Sections 22-36 thru 22-47 of City Code. To access the Code, visit y vv° it oiap fc:i LM 1, click on City Government tab m> click on City Code of Ordinances (scroll down left side of page). This application packet must be completed, legible and submitted with all required documents referred to herein, to the City of Cape Canaveral, Community Development Department, 100 Polk Avenue, PO Box 326, Cape Canaveral, FL 32920. You and/or your representative are required to attend the meetings in which your request will be considered. You will be notified of the date(s) and time(s) of meetings. Meetings are held at the City Hall, Council Chambers, 100 Polk Avenue, Cape Canaveral, FL 32920, unless otherwise stated. Review levels and application requirements: Level 1 review. (Commercial, residential subdivisions, four or more multifamily residential units, industrial, and mixed -use): 1. Vicinity map locating all zoning classifications, including orientation of all color photographs; 2. For new development of unimproved property, a rendered conceptual plan depicting, in detail, location of landscaping and all the elements on the site; 3. All preliminary elevations; 4. Materials, texture and color boards depicting locations of colors; and 5. Minimum of three (3) color photographs of site and setting (surrounding area). Level 2 review. (Change of exterior building or roof color upon commercial or mixed - use buildings or structures within the C-1, C-2, M-1, or overlay zoning districts or Accent Lighting): 1. Vicinity map locating all zoning classifications, including orientation of all color photographs; 2. Materials, texture and color board depicting location of colors; and 3. Minimum of three (3) color photographs of site and setting (surrounding area). For accent lighting: please submit types of lights, pictures and locations of lights, hours of lighting operations and colors or lights. City of Cape Canaveral Community Appearance Board Application — 12/2018 Pg. 2 CITY OF CAPE CANAVERAL COMMUNITY APPEARANCE BOARD APPLICATION PACKET Instruction Sheet ;(continued) Conceptual plan requirements: All conceptual plans submitted for consideration under this article for the new development of unimproved property shall indicate the following sufficiently: 1. Dimensions and orientation of the parcel; 2. Location, height and use of buildings, structures and encroachments both existing and proposed; 3. Location and arrangement of manmade and natural ground cover; 4. Proposed ingress and egress facilities; 5. A conceptual preliminary landscape plan 6. Unusual grading or slopes, if any; 7. Location, size and graphic content of proposed exterior signs, outdoor advertising or other constructed elements other than habitable space, if any; 8. Such other architectural and engineering data as may be requested to clarify the presentation. City of Cape Canaveral Community Appearance Board Application — 12/2018 Pg. 3 CITY OF CAPE CANAVERAL COMMUNITY APPEARANCE BOARD APPLICATION PACKET Information Sheet Description of Request: (Be sure to note specific Code sections of the zoning ordinance that allow and support your request). If necessary, attach separate sheet. Proposed project is to construct Four (4) unit, two story condos where the existing ten (10) units apartment were located at corner of Roseland & Adams per R-1 zoning Level of Request (refer to page 2): Level I Address of Request: 8150 Roseland Ave., Cape Canaveral, FL Name of Project (if applicable): Cape View Coastal Legal Description: Lot(s): 1 & 2 Block: 11 Section: 23...... ...... Township: 24S 0 6in nt of Fact: I '( am the property owner. ❑ I am the owner(s) designated agent. (Attach notarized letter of authorization). Owner(s) Name:Gallee. LLC .....�..�� ____ �.a...................... _�...�._ Mailing Address: 400 Harbor Drive, Cape Canaveral, FL 32920 Phone Number(s): 321-514-0707 Email: ptlee@mttreezer.com Designated Agent Information (if applicable): Owner(s) Name: Mailing Address:.. Phone Number(s): Email: ❑ Level II (check one) Subdivision: Avon By The Sea Range: 37E being duly sworn, depose and say that: City of Cape Canaveral Community Appearance Board Application — 12/2018 Pg. 4 CITY OF CAPE CANAVERAL COMMUNITY APPEARANCE BOARD APPLICATION PACKET Submittal Checklist 1.E Completed Information Sheet. 2. Payment of Application Fee. 3.I Vicinity map depicting zoning classifications of surrounding properties. 4. '❑ For new developments of unimproved property, a Conceptual Plan showing the location of improvements, proposed landscaping and all elements on the site. Ten copies (see page 4 for more details). 5. ED Elevations to scale; two elevations minimum (10 copies). 6. E Samples of materials, textures and colors of the buildings, walls, roofs, banding railings, trim, garage doors, main entrance doors, shutters, awnings, fencing/walls, gates, screening for ale and dumpsters and signage. 7. Photographs of the site and setting, including surrounding properties (three minimum). 8. D,, Site Plan indicating landscape type/location and parking (10 copies). 9. ❑ Information for Accent Lighting only. City of Cape Canaveral Community Appearance Board Application 12/2018 Pg. 5 Date: Project Name: h Coastal Cape View oasm.e ....... �� .__._ .��..� ...m_ Project Address: al Canaver 8150 Roseland Ave., Cape l Name of Applicant: CITY OF CAPE CANAVERAL COMMUNITY APPEARANCE BOARD APPLICATION PACKET 7-26-2023 Application Fee Sheet Level I: Commercial & Industrial Projects $75.00 4 or more Multifamily Residential Units $75.00 Mixed Use Projects $75.00 Level II: Exterior Building or Roof Color Changes on Commercial Buildings or Structures in C-1, C-2, and M-1 or Overlay District No Charge Accent Lighting $35.00 Total Application Fee: $ City of Cape Canaveral Community Appearance Board Application ........- 12/2018 Pg. 6 CAPE V ADAM & ROSAL ]� SHEET NO. C-000 C-100 C-200 C-300 C-400 C-500 SHEET TITLE COVER SHEET SWAPP/DEMO PLAN SITE PLAN DRAINAGE PLAN UTILITY PLAN SITE SECTIONS PROJECT SURVEYOR LAND SURVEYING 6 MAPPING SUS. PARK AVE., IE r TITUSVILLE, FL 32700 TEL. (3Ll) 529-4454 EMAIL, AUOUTWATT.NET E1.i\IT COASTAL CONDO'S ANTE. a CAPE CA St. PETERSBURG St. AUGUSTINE DAYTONA BEA o BEST APPLICANT/OWNER GALLEE LLC 400 HARBOR DR. CAPE CANAVERAL, FL 32920 6/30/2023 DATE: AVER L, F L SECTION 23, TWP 245., RGE 07E. LEGAL DESCRIPTION. LOTS I AND T. BLOCK IL A✓ON BY THE SEA, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 3, PAGE(5) > OF THE PUBLIC RECORDS OF BREVARD COUNTY, FLOR/DA. CONSTRUCTION TYPE IIIA GENERAL STATEMENT: EXISTING PARCEL PREVIOUSLY HOUSED TEN ('O) UNITS APARTMENTS THAT SINCE HAVE BEEN DEMOLISHED. PROPOSED PROJECT IS 70 CONSTRUCT A FOUR (4) TWO STORY TOWNHOUSE STYLE CONDO WITH .ASSOCIATED DRIVE AND RETENT/0V SWALE AT SAME LOCATION AS THE PREVIOUSLY CONSTRUCTED APARTMENTS. UNITS TO CONSIST OP EXTERIOR 6 PARTY MASONRY WALLS WITH PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY NOEL DROOR, PE 39259 USING A DIGITAL SIGNATURE AND DATE, PRINTED COPIES OF THIS DOCUMENTS ARE NOT CONSIDERED SIGNED AND SEALED &THE SIGNATURE MUST BE VERIFIED ON ANY ELERRONIC COPIES. FPE CERT. OF AUTHORIZATION #9318 PROJECT CIVIL ENGINEER DROOR & ASSOCIATES, INC. Civil & Structural Engineering • Inspections 580 N. Wickham Rd., Suite E Melbourne, FL 32935 PHONE: (321) 253-8233 FAX: (321) 253-8232 EB-0007218 EMAIL: noel@droorassociates.com �IIAF_LkL GRATE2 SCALE _.lit. U RCP I.34 F, -A MAL ,All v{vN [. ,�ry Hv'N►5\ IW -. �Pc n� WP?. BL I ARC 5/,,—Y L3 '4r1 G?I-1 GFAI\ SIN � L_LN 33.0 ALLEAREAS p16N6.6Ep N THE RIGHT OF WAY SHALL BE RETURNED TO ORGNAL CON,POV CR BETTER {IA, I L3 IIVT 2120 h'iTALFD RtLFLt LIGH- ADAMS AVENUE ------ _-_-- DEVELOPMENT CCN.9157 D POUR NAGE,T A,ENTPC ATAREA OSERVE -6 EP (50' RAW) ASACRE SOCIATED PA�NGGW EROSION AND SEDIMENTATION CONTROLS L v.IPD L CONTRACTOR SHALL NSTALL A TYPE 1,1 SILT FENCE AS PER FOOT STANDARD ,NDEP 000 ANY PORTIONS OF THE RINCPF BY THE USE OF A SITE FENCE AS PER FPO! SD SHALL BE TANDARD D IN EROSOIZOry AND SEDIMENT ▪ TGRAVEL ACCESS ROAD SHALL BE CONSTRIC p MIH,ZED THE EFFECTS OF TRICK EK AND 6EOMENTATION TRACKING BOTH ON AND "F OF ME SITE EO L PILES AND DISTURBED PORTIONS OF THE SIE WHERE CONSTRUCTON ACT/ ETV S HALLTEPPORARILY CEASES ,R AT LEAST DAYS SHALL LE STABILIZED SEED AND PULCH NC LATER THAN 14 DAYS FROM TUE LAST CCNSTRUCT/OK ACNV1TP THE REA. THE DING BE PILCUEP .RAIN 4 POU PS CR s RAW P.R POUNDS PER ACRE AFTER EACH AREA S HALCC, SP RBESTABILE, PORTIONS OP HE S;E WHERE caVSTRUCTICN ACTAInEb PERVANENTLY CEASE LE, WITH PERMANENT SEEP NO LATER THAN 14 DAYS AFTER HE LAST CONSTRUCTIONL CT,NTY SEEDING SHALL BE HE SAME A6 ,N TEMPORARY SEEDING. L f- - PI SWPP, DEMO & EXISTING CONDITION STORKPA TER PREVENTION POLLUTION LEGEND OPRO,,, STAKED SILT FENCE TYPE III PER FOOT STANDARDS A FT HIGH, WITH I FT STAKE BURIED STAKES rs-rprxe4re, CLAISTRICTONNTRGNCE S® r E EE CLOTH, SEE STATE OF FLORIDA ERO,ON PECIKERT CONTROL ESIGNER ! REVIEW PAM._ DETAIL, F. V 1S SOIL TRACK,. PREVENTION DEVICE rooT S a oI EE De7A p-- n TEMP STOCK PLE AREA SITE PLAN OTHER CONTA,/ o ALL CONSTRUCTION WASTE MATERIAL SHALL BE COLLECTED AND STORED ;N A SECUREDIIMP6TER RENT,. ARCH A LOCAL WASTE MA,AGEMENTCOMPANY HE DLMPSER S W METAL- HEEF-ASL—LOC PANT 6TA,E SOLID WAGE MANAGEMENT REGULATIONS ALL PERSONNEL SHALL BE IN6TR,GTEo REGARDNG ME DDRREDT P,CEDNRES FOR EPP, DISPOSAL. NOTICES STATING THESE PRACTICES SHALL BE POSTED N THE OSPCE TRAILER AND TUE CONTRACTOR WILL BE RES,NSIBLE ,R SEEING THAT THESE PROCEDURES ARE FOLLOWED 0. ALL SANITARY WASTE SHALL BE A WEEK BY COLLECTED A LICENSED SAKI ARYWFRCP THE PORTABLE .ITS A HINPNP OF ONCE WASTE MA CONTRACTOR TRACTOR AS REO,IRED B CAL REGULATIONS ▪ DU, TRUCKS FgeTIN�i FILL MATERIALS To ME SITE SHALL COVER THEIR LOADS.. A �ri GENERATION Cr CYST_ TARPAULIN TO US WAS UNNECESSARY 4. ALL LANCAOU51 WASTE M1 tMENDE SHALL BE DISEASED OF NUFACTURER ZI PER LOCAL PERSONNEL LAND/ORZHALL STATE REGUSEEING' ▪ THAT THE THESEPRACTICES ARAND E FOLLOWED THECD BY THE pRACTOR SHALL TBE RESPONSIBLE FOR E MAINTENANCE AND INSPECTION PROCEpURES THE GENERAL CONTRACTOR'S SITE SUPERIN'TENDEVT SHALL SELECT THREE INDIPOLIALS 1.0 WILL BE RESPONSIBLE FOR ND REPAIR ACTIVITIES AND FILLMGTOUT SHE INSPECTION AMAIN TENANCE REPORT PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE IRRESPONSBIL,TES SHALL RECEIVE PROPER TRAINE IN ALL HE INSPECTON ANO MAANT/NVANCE PRACTICES NECESSARY FOR KEEPING EROSION AND SEDIMENT CONTROLS USED ON THE SITE IN GOOD IOCRK/NG: ORDER. • ALL EROSION AND SEDIMENT CONTROLS SHALL BE INSPECSTORKEDDF05 INC S. pRN DAORS;N DEP. ALL CONTROLS PAST BE GOOD EN TIN. CONDITION AND THEY T THE CONSTRUCTION l6 COMPLETE BUILT. SEDIMENT SHALL BE REPO,. FROM THE .L7' FE NCE WHEN IT HAS REACHED ONE THIRD THE HEIGHT OF S ICE LT FENCES SHALL BE INSPECTED FOR DEPTH OF SEDIPENZ TEARS IF FABRIC SECURELY ATTACHED TO THE FENCE POSTS, AND THE FENCE 6051-5 ARE FIRMLY • TEMPORARY AND PEKVANEVT SEEDING SHALL BEINSPECT, FOR BAI, SPOTS IllASHOLT, AND THY VISIONS DRAWN DESIGNED: F.M • E MSPECTOR SHALL RECORD ANY DAMAGES OR CHECKED: NO DEFICIENCIES ESNHE CONTROL PEASUR,ON AN APPROVED: ND NS Ecnov REPORT FORM PROVIDED FOR Mrs PORPo.E, DATE: 07.0e6022 THESE REPORTS SHALL COCOON/ENT THE N'SPECT.:, a= ALL POLLUTION PREVENTION MEASURES AND SHALL ALSO BE LIS, TO RECCE, MAINTENANCE AND REPAIR THE RECOMMENDED BY THE REPORT AZ SOON AZ PRACTICAL BUT IN NO CASE LATER THAN SEVEN DAYS AFTER THE NSRECTION FAILURE TO DO SO SHALL BE THE DEP `PO'IFNYF OF' I/4,R ACTNnf.S INSTALL OPOFENCE AT BOUNDARIES OF PROPOSED COV5TRUCT,ON PR CCNERLICTNAV ACTUATES. • AS-PROROEP INLE, AREc TALL TYPE SILT FENCE BARRIEEACH ---' - NSTALL TEPPOPARY SEED AND MIAAREAS LUN 2RD SEEPINGCONSTRUCTION TEPPORARILY 0E40E6,R AT DA, NC LATER THAN 14 DAYS AFTER THE LAST x VE B • AREASEEN COPPLEIED 6 AFTER THE CONSTRICTION A ES • REMOVE ACCUMZLATED SEDIMENT. ' PREVENTION MEASURES AFTER ALL CONSTRUCTION ON POLLUTION TE HAS BEEN COM,ETTED AND EP REGULATIOONS AND/OR L GOVERNMENTAL ;OV PLAN CODES EN,6r tREE6,NCONFLICT. Optronor Pose Positions Gdeer Fobrrr. (In Canro-Nance With Sec. q05 FOOT. Spec.) Prncrple Post Positron (Canted 20 Toward Flow) Flaw Fdter Fabric at DTYPE 3 FENCE ,OBE MAN SPACING ELE VA7/ON EXSe. Grade SECTION ate. sat Fence m be poid for under the contract a tor Staked Silt Fence (LF). TYPE 3 SILT FENCE N.T.S. — SILT FLOW __SILT FLOW VIE FENCING AROUND ENTIRE PROPERTY Post (Options: 2" r 4" Or 21 41, DIa. Wood,' 3cee1 1.33 Lb,/,4. 1 .) JOB No: 2021.11 IERNMELIE CAPE VIEW COASTAL ADAMS & ROSALIND AVE. CAPE CANAVERAL, FL REPAR-C TURNKEY CONSTRUCTION ENIKINKIENEll CITY OF CAPE CANAVERAL CITY OF COCOA RIMMMEIMInfl SWPP PLAN ECM C100 oT iEVG NEEk C- k=COkU:� 0 0 ELECTRONICALLY SIGNED AND SEALED BY No, Dao0a, PE SIGNATURE AND DATE PRINITED CORE OF RNIS DOCINIEVS ARE NIOIT CONSIDERED SIGNED AND SEALED .NE SIGNAITURE MUST COPIES. FPE CERIT OF ENGINEERING LICENSE No. DOOMS EXIST. DRAINAGE INLET 3L. R.OPOS.S ED S RCP TO T 24 LF OF 157RCP H/C RAMP DO NOT EXCEED 1,12 SLOPE W/ .MAN. 6 RISE ADAMS AVENUE _ / ro) j7 /� �\ EN/Sf 6" SEWER LATERAL PER \ ^Jl R �I J CITY OF GAPE CANAVERAL SEWER DWG'$. -FIELD VERIFY Vj 7 / As BUILD L.V l_. J#G Fl 12APC W , W 4 0 OUFALL STRUCTURE FOOT TYPE 'C" INLET GRATE EL. 6 WEST INV EL. 4.0 127 WEL 3.0 IDE .ALUM SKIMMER SKILIMMER EL ] SOT OF SKIMMER EL 6.1 CONC. WALK, DO NOT EXCEED S" PER Fr SLOPE AGCROSS 5' WALK 1G HAG dill / LLL�.r DO NOT E' c WALK !GEED 5' .") SLOPE ACACC.").5' WALK PVP lPRO ELRL 6 LEAN LINE EL GARAGE GARAGE GARAGE av P� IN/LIGHT ;/1 0 71410 STORY NHDME FIN. FIR. EL. 8.00 rwo STORY OWN FIN. FLR. EL 8.00 7140 ORY TOWN OME FIN. PLR. EL 8.00 STORY OWNHOIME FIN. FIR. EL. 8.00 SITE PLAN SCALE, = 10' EL. D.IN0 LOT 11 V. VC SEWER _5 P FOOT SLOPEn CLEAN OUT AS S AF'FA SITE INFORMA77ON OWNER GALLS£ LLC 400 HARBOR OR. CAPE CANAVERAL, FL 32320 SURVEYOR: LAND SURVEYING 6 MAPPING 3380 S. PARK AYE., S UITE > TITS VILLE, FL 32780 L. (321) 523-4484 EMAIL. LAY/H/11.77.N, JACKSON AVE. 7 OR VICINITY MAP SECTION 23, TWP 245., RGE 37E. ENGINEER, 6 ASSOCIATES, INC. 80 N. WICKHAM RD., SUITE 'E" MELBOURNE, FL 32935 CONTACT PERSON, NOEL OROOR 7E4 (321) 253-8233 EMAIL, NOELEDROORASSOCIATES.COM EXISTING PARCEL PSTA REVI OUSLY VILI S E HORSED TEN MO) UNITS SINCE HAVE BEEN DEMOLISHED. P OJECTs TO P CONSTRUCTRIVEAND FOUR RE TWO STORY TOWNHOUSE STYLE CONDO WITH PREVIOUSLY C NS7R AND RETENTION SW UNITS Al- SANE LIGATION XT THE PREVIOUSLY CONSTRUCTED APARTMENTS. ✓NITS r0 CONSIST OF EXTERIOR 6 PARTY MASON, WALLS WITH P RE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES. LFGAL DF3GRIPTIDN Ors I AND 2, BLOCK 11, A'/ON BY THE SEA, ACCORDING TO THE MAP OR PLAT THEREOF, AS R CORDED IN 14,r ea', 3, TAGE(S) > OF THE PUBLIC RECORDS OF BREVARD COUNTY, FLORIDA. CONSTRUCTION TYPE, IIIA OCCUPANCY CLASSIFICATION, RESIDENTIAL R. PROPOSED BUILDING HEIGHT, 22 TO ROOF BEARING FROM AVERAGE OUTSIDE GRADE OR 30 TO AVERAGE ROOF HEIGHT. -OVIRRI (LOW DENS?r RESIDENTIAL) ADJACENT ZONING, NORTH: ADAMS AVE. (RI) EAST: R ZONING,RI WEST: ROSILANDE AVE. (RI) 5E7e4 cKRFGUIRED PROVIDED NORTH (SIDE/CORNER) 25.45' Asr (REAR) SOUTH (SIDE) 10' 1065' WEST (FRONT) 25 25' SITE DATA AREA OWNED: 28> AC = BUILDING AREA. 4,954 S.F. 0.114 AC 39.6% PAVING - SIDEWALK, 1600 S.F 0.03] 4C = !1.BX 4. S.F. 05 AC = TOTAL IMPERVIOUS, 7,042 S.F. -0762 AC = 56 3% TOTAL PERVIOUS 5,458 S.F. - 0)25 AC - 43.7% PARKING REQUIRED, R NG IS rw0 (2) SPACES PER UNT 4(Uwrs) = 2 (SPACES PER UNIT) - e SPACES PARKING PROVIDED, O (2) CAR GARAGE TWO (2) SPACES AT THE DRIVEWAY DRAM DESIGNED CHECKED APPROVED DATE JOB No ND ND 2021-11 CAPE VIE1N COASTAL ABA, Ps ROSALIND AVE. CAPE CANAVERAL, FL PETD -OR- TURNKEY CONSTRUCTION 3vl t' J - CITY OF CAPE fANAVERAL CITY OF COCOA. SITE PLAN C200 MLf ur 6 JIhTEE F ECUITIM Fd G _� EUET ELECTRONICALLY SIGNED AND SEALED BY NOEL DROOP PE 3735, USING A DIGITAL SIGNATURE AND DATE PRINTED COPIES OF THIS DOCUMENTS ARE NOT CONSIDERED SIGNED AND SEALED THE SIGNATURE MUST BEVERIFIED ON ANY ELECTRONIC COPIES FPE CERT OF AUTHORIZATION PFELR FAX ENGINEERING LICENSE No 0007218 NOT EXCEED OPE WE AAX 6' RISE I 10 2S FORE DRILL EXIST RAINAGE INLET V CONNECT FROPOSED RCP 24 LF OF I, RCP OUFALL STRUCTURE DOr TYPE INLET GRATE EL. 6 T 'NV EL6 4.0 12" NEE ALUM SKIMMER TOP OF MER E CONIC. WALK DO NOT ENCEE0 PER T SLOPE ACCROSS 6 WA LK SLCOPEACCR065 5 WALK • 0 gl NS{ALL 6" CLEAN Of T P-� PROPERTY LIVE EL .. _ _11LIGHT EXIST6' SEWER LATERAL PER CIrY OF CAPE CANAVERAL SEWER A5 BUILD DW'G'S. FIELD 'VER'FY fJ EiC O VV 4.5 GA,¢AGE GARAGE GARAGE /IPF' IV/LIGHT CO NSIV.3 INV E.. 6 0'6_,TWO STORY OWNHOME lJ V FN, PLR. EL. 800 TWO STORY TOWNHOME TWO 570•67 TOINNHOME 2, TWO STORY OWN,. 5N1 PLR. EL. 8.00 DRAINAGE PLAN SCALE: l" = 10' INV EL 5 25 6" PVC SEWER L PER FOOT SLOPE CLEAN OUT AS SF GENERAL DRAINAGE NOTE ELE'VAT.1,0, cr' ME SURVEY ARE BASED O\ ASSUMED ELEVATIOX • E133,C7PARCEL APPEARS TO LIE W FI RY ZONE 'X' PER COMAINITY PANEL 120000363. ED LOCATIOON ANDSASSEIPE ELEVATION ION DATE, EXISTING GRADE. ELEVATIONS▪ L. PR ▪ SHED GRADE INCLUDING ANY CONCRETE,ESS 5FLALT ETC, ARE 540, 5. GATES THE DIRECTION OF FLOW FOR STORY ATER RUNQ, 6. ALL ,,RN, ExCAVANN, PLLNG GRADI-NG PAVING AND AGE SHALL ESE ...C,RATED N CONFOR-lANCE V. 501 REPO, PREPARE, OWNER CGEOTECFWECAL _^OMFEh' ePRIOR TO START N6IRUCT/ON • SODDING T AND OIIS FBED AREAS AT LOCAL.. SHOE.: LARTOREED AREAS NOT SHOWN Al LANDSCAPE D,01 G5 • 140.4 ,ALL ASSSALE RE NICE rORN4TER FACIE : uFCN O . ASSOCIATION < AND TOPCGRAPL▪ ISURVEYS PERFORMED BY LAND SURVEY,. AND MAPPING OS ALL BE PLACED SUCH THAT THE roR cE rHE • s T THE sAHE ELELATION AS ME TOP ON ADJACENT INPRCV 3" I TORTUATER,MAV • DE51G14 15 BABEv aJ • OF CARE CANA.ERAL AND TAKING CREDIT FOR ME EXISTING l0 INIT APAR7TENT TA, HAE ALREADY BEEN' DEAOLVHED. 12 THE LOCATION OF EAISTING UHLITIES SN MS' BE FIELD VERIFIED BY ▪ FP cOXR6,C77R R OTIRE PROECT ALL BE IIORK a THE G AL BE PERIMETER RROTECTEDAll. 4N EV /IRONYENTAL BARR.ER FENCE" S. S ,LLOODO A.ND PROVIDED ETWEBN PROPOSED WATER L; ENO DRAW,. AND SANITARY RLI_ AAINTENANCE OF TRATT. DURING CONS FROCTUN SHALL BE IN CON0ORIENCE WIFH ALL FOOT WRECIPDATIONS 16. ALL ROOF DRAINS SHALL BE CONNECTED TO CLOSE BY 7REN, 5ACW,L, EA5E MATERIAL END FILL MATERIAL ARE TO BE PL,50 PER 50L REPORT E OBTAIN, RP', STERT CANSTRICTION CAFE c.ANAVERAL ANN, 5 00,1,5 OA TS PR152 TO A R., FOR 4 CERTINCEM OF OCGIFANCY INCLJDNIG 5. 20- ALL PAVINGJERK E LEADERS LIE 5 1LD A SHALL CP\'FORYED TO F OT 5T NNDARDS R14L5 USED NOTES: THE COAFRACTOR. REE=0 10, 5 CO S.CTIGNOR A., OWAAF WITH, R4'VAG F 2 ALL AREA.. OT6NRBED '"N Corr WA,eE TO BE SODDED 5ERALADA SO. DRAINAGE CALCULATION: SITE AREA 061.0 = 12,500 = 0.287 ACRES RE'.. COUNTY PROPERTY APPRAISER, EXISTING BUILDING 5E INC LJDI:VG PORCHES 6 ASC. WAS APPROX IMATELY 9 •• EXIST/NC PAVING ALONG ROS/LAND 4VENU6 15 20' x 110' •• T4ERE WERE NO EY15T/NG S.ORW4TER SYSTEM AVAILABLE 5,350 S.F. ON SITE AREA = 7,0425 S.F. PA, AREA INCLUDING SEW TO DRAIN INTO RAN 540 + 6, = 6 •• THE ENTIRE ON SITE AREA TO DRAIN INTO PROPOSED RETEN ION POND THERE TW.L BE NET DECREASE OF 5,350 - 1,165 = 4,185 S.P_ AREA NOT DRAINING INTO EXISTING .RAIN TREATMENT VOLUME REQUIRED- 5 OVER THE ENTRE SITE - 0.502, 500), - 520 C F. •• TOTAL VOLUME RWO'D.-52,TIE+5, - ', 223 C.F. TREATMENT VOLUME A'/4LABLE. .. TDP OF POND EL. 6 OF PO:\'D 0 El. 6 S.F. O4/ •• BOTTOM O` SOUTH . SAS{ SIDE OF POND ARE 47 EL. 6.0 •• BOTTOM M POND LE 60 = I IU S F B TTOF O< SYJALE ®EAST 6IDE IS P EL. 5.5 4 At NORTH SIDE OF POND !S AT E. 5 OF BETWEEN L EL. 5 - 250 5 , •• '/BETWEEN EL. 6.0 6 6.0= (250+l, III)(l)V2=680 C.F. •• VOL.TOE. BETWEEN EL. 6.0 t 1, 6004'+!, !40 C.F. 660 C.P •• TOTAL VOL- WVA,EIR 6 R 2,340 C.F, SET TOPOFWEIR RA =223 VOLUME AVAIL BELOW WEIR EL. OF 65 C.OR GREATER THAN THE VOL. REQ D O l, »F3 C F. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY NOEL DROOP PE 3735, USING A DIGITAL SIGNATURE AND DATE PRINTED COPIES OF THIS DOCUMENTS ARE NOT CONSIDERED SIGNED AND SEALED THE SIGNATURE MUST BEVERIFIED ON ANY ELECTRONIC COPIES FPE CERT OF AUTHORIZATION P731, DRAINAGE PLAN C300 D A/ AVENUE 8 P:f: S,SNTI`.nl LINE 5� SS---- -S 5-i i A I /1 ' EXIST. rPE' C LATERAL PER OF -COCOA IV V V J AS OF GAPE GANAVERAL SEWER AS BUILD DWG2E FIELD VERIFY �VcR FY EXACT LOCAT OV " E L-'(17 EALE NSL S. CAEyFrYtLO 71 . ,µy ,!d — a — PRdPTe Tr INe EVL a4 0 10 '__2144 E O i - I � FN , I �—i AN I LL ET/ST. 4" AC WATER L1E 8DENTIAL SERVICE, SEE • TA TAP • ALL BE PERFOR,E, • cOCOA APPROVED PAV„ T8E. 4 PLACES TCWATER Pc CY OF COCOA PR-LINEr,ETEE ER P A�LACEs EXIST 4 DE SE.R,CEE SEE DETS L \\� SyALLBE PE RFOR,ED ▪ c/rr OF ▪ ROVED l.v PLACES I/IPC 1414` FI \.: S. 32 s LPL. Lb ,4C4 EXIST . 4 AC WATERH IE 4 5 COCOA VER48 EXACT _OCA'TON, PSBLOG r � GARAGE / TWO STORY T04184CME M1 PIN. FLR. EL. 5.00 GARAGE 0-- R, GARAGE E.Q. IN' L. 4_ Po TWO STORY M1 TOWNHOME FIN. FLR. EL. E.00 3 9. O d EL0Of6 I- _ R TWO STORY TOr11840,S FI,V FLR. .00 r� GARAGE S 9L DG e I I I� C.0.1N7 EL 00 TWO STORY TO.NNHOMES PIN. PLR. .00 SR SS I LL 83`z2 iL S.GG RE,OVE EXIST WATER UNIT AFAR-MENT 1 COCOA Fe F R ITY OF It/P1111 WVP W/LIGHT UTILITY PLAN sue: 1 — /o LOI 1" FIN —8" VC SEWER n CL FOOT SLOPE N OLT AS SF FIRE FLOW CALCULATIONS PROJECT NAME CAPE TIED COASTAL BUILDBUILONG SSE FOUR 844 UN,S,O STORY 70.14089E 971LE CONDOS PROPOSED ,47,14, EXTERIOR WALL, ,ASOVRY FLOOR ▪ WALLSMASONRY END, ERED WOOD FLOOR PUSSES ROOF E LL PRE E R£D ROOF IUOOD T,a55E5 CONSTRUCTGN PEPS IIIA, NOT PROTECTED ONE SPRINKLED ▪ T FLOOR AREA DER ROOF PER 11T = 11111 SF nD FLOOR AREA UNDER ROOF PER UNIT - 1163 SF. TOTAL AREA UNDER ROO8 PER UVVIT 707, AREA FOR ENTRE NG 14 UNITS,- 9E00 9F. r1.81,8,4,0111RE FIRE L rAoLE la As rl FOR TYPE IIIA, FOUR AREA 0 0,,10C SF 6 .P, FCR NG EX15TI05✓P,aaroSED EXPOSURE WESTNORROAD 121.8 1 ROAD SO▪ UTH EXISTING BUILDING, REQUIRED i9 ONE FIRE HYDRANT EXIST.AG H1DRM'1E: EXISTING HYDRANT NORTH-EAST COR\'ER OF R09AL8,0 4 JEFERSON ST, .4,8,, 13/ FRO, SWTH PROPERTY LP. NUIL %12=0DR,T,F1D,F1122ING, CALL 811 FOR LOCATION OF ALL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ROADWAYS, CURBS, SIDEWALKS, DRAINAGE SYSTEMS UTILITIES, ETC ASA RESULT OF NEW CONSTRUCTION REQUIRED QUANTANTTESEL (PAMNG FILL, DRAINAGE, UTILITY, LANDSCAPING MISCELLANEOUS) . QUANTANT ES SHOWN ON THE DESIGN DRAWINGS SHALL BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO BIDDING CONTRACTOR IS TO BE RESPONSIBLE FOR PROTECTING ANEVOR REPLACING ALL SURVEY MONUMENTATION WITHIN THE PROJECT LIMITS BY A LICENSED SURVEYOR IN THE STATE OF FLORIDA DRAWN DESIGNED CHECKED APPROVED DAIL ND ND JUB No CAPE VIEW COASTAL CAPE CANAVERAL, FL _FR F TURNKEY CONSTRUCTION —L: i31 I CITY OF CAPE [FNAVER AL CITY OF COCOA. UTILITY PLAN �F— I (_400 �HEFT 5 rvall Er r RT- a PHONE 321-25182. FAX 321-2518232 ENGINEERING LICENSE No 000,18 WALL 5 LTN PL 4" THICK SLAB, DO NOT EXCEED 2.6 SLOPE WAOG. NORTH LL SLOPE HICK EDGE I l >3 co, SILT FENCE - SECTION ® SOUTH SIDE BLLDL. EAST NAL ESTORE 6 SOD ALL DISTURBED AREAS PL MATCH EXIST ELEV RETENTION 5WAL5 SO SOD ALL SLOPES 500 SOO SILT PENCE — SECTION ® EAST SIDE HATCH EXIST ELEV SOJ 00 SOD SECTION ® NORTH SIDE PL /ST. 5/0EWAL 1ST. AJAHS AVE PAVING `RESTORE 6 SOD ALL ISTLRBED AREAS HATCH EXIST. ELEV. 2E ROSALIND PAVING EXIST PAVING SECTION "A" — HATCH EXIST. ELEV SLOPE EXIST 24" GUTTER. DO NOT EXCEED 2X SLOPE PROPOSED THICK, CONCRETE VlITN F PAVING RIGHT OF APAT CONTROL STRUCTURE DETAIL SLOPE Po/NTH tEL FRO H )3 TO SLOPE — RON%GARAGE h'ALL SLOPE GARAGE SECTION ® WEST SIDE SECTION "B" TYPE IC" INLET R FDor INDEX 232 SEE DEF. PROPOSED 4" THICK, TH FIBER PANNG0E5/TE DRAM DESIGNED CHECKED APPROVED DATE JOB No ND ND 0,06-2023 2021-11 CAPE VIEW COASTAL CAPE CANAVERAL, FL �PR TRR � TURNKEYY CONSTRUCTION CITY OF CAPE CANAVERAL CITY OF COCOA SIIL SLC/IONS 31— I i_.J00 SHEET 6 OF 6 Mryr rr coRTM a PE A PHONE 321-253-8233 FAX 321-253-8232 ENGINEERING LICENSE No 0007218 'ANON DRUURASSUCAA1 ES com Attachment 4 Assumed location of AC equioment. Field adjust material 35 necessary. jik Ai" ijk ilk ilk AMU Alk Alk Alk Alk ilk Ala Ala Ail APII VIP WNW VP MIP 111, WI VP VP %PIP — - • 7- Retens on " ' 1111111111.1r. Residence Garage CLisef6di Residence Garage Offsefiefn Patio Entry ntry LfmL Residence Garage Residence Garage ROSALIND AVENUE GRAPHIC SCALE ( N MEET ) PLANT SCHEDULE 0 0 Adams venue Condos SHEET NO: Green Buttonwood Silver Buttonwood Coconut Palm Silver Bismakia Palm Triple Christmas Palm Green Island Ficus Evergreen Bordergrass Areca Patin Sweet Viburnum Note: the plant material shown in the photos is not representative of the actual size of the plant material specified for the project. 2-1-22 ONE of 1 SHEET NO.: LP-1 ROSALIND AVENUE GRAPHIC SCALE 10 FEET 1 IRRIGATION SCHEDULE pcIAR ® 9 ® 0 717 © 0 All Mir Note: contractor to use reclaimed pipe and equipment 2-1-22 of 1 SHEET NO IR-1 METAL PANELS FROT WALL a` MIL FRONT MANSARD TRUSSES 4/12 ROOF PITCH 12' OH LEFT ELEVATION 3/16"=1'-0" 4/12 ROOF PITCH 4/12 ROOF PITCH STUCCO RIGHT ELEVATION 3/16"=1'-0" ceru4la ledger w Mrn 8d com sper side MANSARD TRUSSES i r)P dec 6 under/Mlenls< 288 losota wan 2x6 Pi wellKt Ma 1/.8, Iliflagtu 84q dock ock` or dark dawn _-18 r4 PT fasten 0 a-22'/ %oi.N hanger d 1,!axons oatkm too*, REAR ELEVATION 1/4"=1'-0" METAL PANELS mansard same as garage - flash at root to 2x81a64a metal roof ms = r� ve space .�= 4pl paint black or dark brown p 1- . I Ilat Slane rro 3 — 91aand contact 1 a SIDE ENTRY PORCH DETAIL METAL PANELS J i f [ I 12 OH ] ®®®®®® 11®0=00=1111=11=110=11� ®®®®®® t ®®®®®® ccarucucorficir ®®®®®®11 FRONT ELEVATION 1/4"=1'-0" ® Ell ®®®® ! ®®®® Ell 03 JOHN DISMORE TOWNHOMES cape c.irrav dale drawn: DEC32)21 Kt. GSIFFIFH- spa" ME k . OS.. 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KITCHEN Weir see n .0 error/ aen,°rx 9'4 B-PORCH wro s wow or twrpn worn ner KITCHEN" 2nr Ora "-9 21.10 ---F 21'10 5'9 _DEL 25 21'2 GREAT ROOM GARAGE FLOONASOVE 12.10 16070 16 7'4 20' 87'4 UNIT-3 12'10 20.10 GREAT ROOM UNIT-4 t2 r2 1ST LEVEL FLOORPLAN 1/4" = 1' 16070 16: 20' 8 r14j B.PORCH 1 NOOK: 6.10 GARAGE FLOOR ABOVE FPO::=-.H WALL KEY FOR PAGE-1 AND 2 ONLY WALL KEY DEOAING WALL 9,4- NIGH BLOCK WALLS SURVEYOR TO DETERMINE iF WITHINTHIS BUILDING WILL FIT ALL FIEOUIRED eAOKS AND EASEMENTS FOR THIS BOOM LOT THde MUST EE DONE BEFORE TRUSSES ARE ORDERED AND ORE FOUNDATION IS FORMED SURVEYOR TORN HOUSE ON LOT AND SET SLAB GRADE STAKE WINDOW COMPLANDE lrt ' .71. EMU. SE LNTELU-SLOCrc AND SHALL WYE LINTEL 80110,9 SMALL RE PUCED NOTED DRY., FlIOR,44G NOTE Jan 1RE.PTAr TOP USE .1 Pr Pi SI. OF WINOOWS WALL HEIGHT NOTES JOHN D!SMORE TOWNHOMES SI SO cuRa.rc a. ace We drawn: DEG 3 TOD CAW FI7d downer 1262 ND MAYMANO, cavil... ➢9Mll9hn207919u. rom PG1OF10 OS'SHER BACK OF WI vents thru roof with PROPERTY weatherproof 000t TOSEWER I sink (verily location) VAN CLEAN s, \ OUT \ `-, 4`` \UB WC SLEEVE'. ' SHWRt . _ WCI CEILING VAx';V.A* LINE I_.� \ 3 horsi Masi sewer lines In cape canny are run ni back of parr2 plumber to vnnly Mcavan al sewer main Pane baton ntlallirq undarsiab lures.. PLUMBING RISERS not to scale This is a typical plumbing user ror unibs and unlr5 Reverse this dtagram for the ad,acent units EXTE-OIOR WALL OPENINGS 70 BE 4 FT AWAY FROM FIREWALLS 87.4 2110 ..... ...... 2110 _.x.. 112 —10'8 ' Ae ]45 4' _ 2'2 1hoa ` ffi LAUN �. a6 2/ � —4r-2872'2 a65,4_ 10'8 —df —}-j—or slider 35 MASTER BEORM _...... 19' _........ M-BATH /�4'h52'4 #'1'S4'611'S}h 2/43-A-4' 5}- fixed h—A'-2'4-%153A�4'6---i1a2144' 5�1'--_-_-- L4 �2'4 4'6 IS 87'4 2ND LEVEL FLOORPLAN 1/4"= 1' 21'10 108 48 2'2 35 54 MASTERBEORA2' half 35(bred 1.51-24-1-4 —+, UCCONCI DECK! OTES ROOF ROOF NOTES JOHN DISMORE TOWNHOMES cape anav t®&awn: DE HUGH GAIFFI iH • designer n SwNO. FLsaS'2 32,69, emadgrintnprans®yanaa. coal webs .>mmhp. wm PG 2 OF 10 METAL PANELS FROT WALL a` MIL FRONT MANSARD TRUSSES 4/12 ROOF PITCH 12' OH LEFT ELEVATION 3/16"=1'-0" 4/12 ROOF PITCH REAR ELEVATION 1/4"=1'-0" 4/12 ROOF PITCH STUCCO RIGHT ELEVATION 3/16"=1'-0" toenail to ledger w Moo 8d mnneihper aide MANSARD TRUSSES i - r)P dec s under/wren 288 wan 2x6 Pi wellKt „oh. lArir Iliflagto ea 10" 84p paint ` rr o, dark dawn L _ r4 PT len'en 0 a-22'/ <<%oi.N hanger J IrP reacans nark l" ledger METAL PANELS mansard same as garage flash at roof fo -infersecf T- ;2xefascia metal mol 10 f le rve spacea 4plpainf black or dark brown E 1- flafslane no 3 p 9raand confacl - 1 /1' SIDE ENTRY PORCH DETAIL METAL PANELS f I 12 OH al3®®®®®Ell ®®®® El] ®, '11®®®®®®L ®®®®®® ®®®®®® ®®®® 0=E [ ®0=0®® Ell ® ®®®®® I ® ®®®® II ®®®®®®` ®®®® H ®® Eli ®®®�— FRONT ELEVATION 1/4"=1'-0" JOHN DISMORE TOWNHOMES cape c.irrav dale drawn: DEC32)21 Kt. GSIFFIFH- spa" ME.,7" ISLAND, FL 12e48 321- 658- g tACV.SAYa:co. cam Boston— gnlMAgans mm PG3OF10 GABLE ROOF O0EJNG a DECgiN0 S00s0ULE & 000 ROOF DIAPHRAGM FOR FULLY ENCLO :E0 STRUCTURE`.: t00T 00 WALE DECKING NOTES LE 0 MIN PLYWOOD WIDTH IS 12 © STAGGER END JOINTS E ng ©,vs 111S''TAL'L STEEL E CLIP BETWEEK ES., UNBLOCKED PLYWOOD SEAM NAILING SCHEDULE LE Nw. SAST%'Eoc ar: `WAt4cRINERSA ITH 9S RING SNAN 6 NAIL DECKS. v no Ar GABLEVALLEYS AND N WITH ED RING SHANK NAILS 0,4 BLOCKING NOTES e =1.426 a L2a AT GAELS ENS DOWN SLOPE DOWN SLOPE roof deck to be 516" lire resistant plywd within 4f1 of ea side of ea firewall TRUSS CONNECTORS See attached connector schedule this page. Block walls 1. Typical galv steel truss strap embedded into liquid concrete in top courses of bond beam, at each truss end on block walls. 1. Use double straps at all girder ends and intermediate support walls Wood frame walls.... 1. Use typical galv steel hur ties at all trusses supported by wood frame walls. Double or triple hur ties if higher uplift is needed. 1. ALL bearing wood.walls must be permanently fastened to existing foundation or block walls with 1 /2" anchor bolts or hur straps to meet continuous load path requirements. See wall details on page 4. peak / block firewall to bottom of decking DUPLICATE TRUSS DESIGN THIS SIDE / ,. all 4/12 slopes ac vault .and 1,020ceding dbl 2x10 ledg ea side DOWN SLOPE dhl 2,00 ledger -..- this side block firewall to bottom of decking THIS TRUSS LAYOUT IS CONCEPTUAL ONLY AND NOT TO BE USED FOR INSTALLATION OR CONST ACTUAL TRUSS LAYOUT TO BE DEVELOPED BY TRUSSWOOD capacanav dare drawn: DEG 32021 GRIFFINHUGH so GFANODAMAN OR fi,., gnmap'aralyarc. cam aoaa gnminplans con, PG 4 OF 10 C=C'Etr'LATIITIITIVINittON EA a, ALONOPERWEIEPT SEGMENT DEC...FOOL FLOOIWIAN AROVE SLAM 0L0 ne.'Cre a,ae wwr /1 Oft ilBERW% G aaF III 71 - L ®•MONO FOOTNO w " ints n Inlnlo 9erege NMI LACER X for2.&TORY zs LArs AtA MONO -FOOTING SIZE TO Flock wall r wood wan as.r ws ralaa NOLO IN. raaw EDLE M AFa i,� ...and new wm. IA .® MONO- OGMAGOTING PEW CONTINLIOLIS 'LA. MIN E 2-STORY [lock wall SLAB AND FOOTING NOTES: SOIL AREA UNDER FOOTINGS SHALL HAVE A MINIMUM BEARING CAPACITY OF 2000 PSF. ALL FILL SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR IN I FT LIFTS. SOIL AREAS UNDER BUILDING AND 5 FT BEYOND SHALL HAVE ALL VEGETATION.. STUMPS AND ORGANIC DEBRIS REMOVED. ADDED FILL SHALL BE CLEAN GRANULAR AND PROPERLY PLACE AND LEVELED. SLABS SHALL BE A MIN OF 4" THICK CONCRETE. USE 6X6 WELDED WIRE IN SLAB OR FIBERMIX CONCRETE. CONCRETE SLABS AND FOOTINGS SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF 3000 P51 MINIMUM, AND SHALL BE PROPERLY MIXED, PLACED ANO CURED. MINIMUM CONC LAYER PROTECTION OF REINF SHALL BE 2" FOR WALLS and SLABS and 3" FOR STEM WALLS AND FOOTINGS. FOR FOOTING SEE FOOTING DETAIL FOR DIMENSIONS. ALL CONCRETE FOOTINGS SHALL HAVE A MINIMUM OF 2 5 STEEL REBAR CONTINUOUS AND AN5 CORNER BAR AT EXTERIOR FOOTING INTERSECTIONS, THE BOTTOM OF ALL FOOTINGS TO BE A MIN OF 12" BELOW FINAL GRADE. FOR BLOCK WALLS AT EACH GROUTED CELL LOCATION INDICATED ON FLOORPLAN EMBED A vertical N5 REBAR DOWEL WITH BOTTOM BEND 6" DEEP INTO FOOTING AND LEAVE A MIN OF 25" VISIBLE ABOVE SLAB LEVEL. THE NEW SLAB AND FOOTING GROUND AREA SHALL BE EITHER UNDISTURBED OR COMPACTED SOIL. FREE OF IMPROPER DEBRIS, MUCK OR OTHER UNDESIRABLE MATERIAL ANO PROPERLY PREPARE, SOIL SHALL BE TREATED WITH AN APPROVED TERMITICIDE BY A LICENSED PEST CONTROL COMPANY PRIOR TO PLACING VISOLIEEN OR CONCRETE. USE .006 MILL VISO OR OTHER APPROVED VAPOR BARRIER BETWEEN SOIL AND CONC SLAB. 21'10 AC PAO fi _..... 12'10 �..... ;hlkwl --i i 9' DROP SLAB 4" Recess under sliders 1" deep blk wl D *=P SI_AB blk gar w TYP 7 1/2" WIDE LEVEL CURB Icy block gar is under slab klaLidelec -� gar int wd wl porch wl stairs TYP e' WIDE I LEVEL CURB 11, for block66r 1 II 1 ells DROP GARAGE SLAB2" AND SLOPE TO 4'' TOTAL DROP AT GAR DR UNIT-1 BLOCK FIREWALL to be built alley slab Macon e r oorplan W mwnpanr 'EL OR RECESS AT GARAGE DR 16' ftg 5' gar wl IHI I' egFr w..�a.... W FOOTING uWS BELL FOOTING mwsloaata d no AC PAO fireball 12'10 blk wl 21'10 porch wl 1tg41 ftga 21'10 Ik wl blk AC PAO 12`10 OW MIL MOUE. zTfP INTERIOR FOOTING for L 8'8 a6B x 8 11 I ..20 DROP SLAB 4" I I I Recess under I sliders 1" deep f lirowall „` 9LOCK FIREWALL to be built alter slab r. Seelkaplan l0rbow5Posr slab islatx, Ow blk q:.dD �v i1 —I ftg gar int wd wl DROP GARAGE SLAB2" AND SLOPE TO4"TOTAL DROP AT GAR DR firewall BEVEL OR RECESS AT GARAGE DR 20' ftg trik gar wl r I DROP SLAB 4 ri aY Recess under sliders 1"deep porch wl blk wl lirowall BLOCK FIREWALL robe bolt alter slab pass, See FooNlan for downpour \ focanons CD stairs undersleb isktid ekc co CRO:� SLAB.4f ml 5' DROP SLAB 4" t wl 5 IvN w r AC PAD NOTE: THIS IS A BLOCK STRUCTURE OBTAIN ALL DOWNPOUR LOCATIONS FROM FLOORPLAN. SPACE DOWNPOURS AS SHOWN ON FLOORPLAN. ALL NEW WALL OPENINGS TO HAVE A DOWNPOUR ON EA SIDE. ALL CORNERS TO HAVE A DOWNPOUR 21'10 i-i .. YIt9's ' I TYP B" WIDE LEVEL CURB for block gar gar int 1 I walls wd wl DROP GARAGE SLAB2" AND SLOPE TO 4" TOTAL DROP AT GAR DR blk wl porch wl co stairs `aft bIk 9 i 11 DROP SLA84"j jRecess under sliders 1" deep o dervbc isl0Lide2ee--, I'4T ;t• UNIT-3 BLOCK FIREWALL to bebsill eller slab uz. sa. uuplan lo. mvmpnar kcabona \I_ BEVEL OR RECESS AT GARAGE DR (fig 5) gar wl 20' FOUNDATION PLAN 1/4" = 1'-0" -41 t gar int wd wl DROP GARAGE SLAB2" AND SLOPE TO 4" TOTAL DROP AT GAR DR UNIT-4 firewall BEVEL OR RECESS AT —MAAAGE-OF '6 20 7_0 fig 5'; gar wl tg 4 blk w1 'ftg 5 blk gar wl TYP 71/2" WIDE LEVEL CURB for ext block gar walls WINDOW a LW CCA.I.JANCE JOHN DISMORE TOWNHOMES cape lava a. DEC 3 2021 MEFQ WSLAYYLI. FL 3.51 eats,A10,00530 ma; wabn o mnwan:. uo. PG 5 OF 10 FLOORPLAN SYMBOL KEY cmirxsneo ciwL ES A4E W.. IS and xmwro W''1E rwsm7 sor SC SYMBOLS DECO ELEC CALCS PER UNIT Goo sour mc sous ',AEA Ecos LAUNORI, SO) EN asoss ELEC. RISER nts _PORCh' NOOK 1�3 N 810— Tro n I QJ_ xi.amnn�ew • � o DW KITCHEN oCa' ,PORCH EXTERIOR WALL OPENINGS TO BE 4 FT AWAY FROM F!REWALLS 21'90 q ---- ----- 2110 --- --- --- 21'90 '10 8'8 9'4 li[ .. 20 d0 _.. :, 21'2 GREAT GREAT ROOM .ROOM ES 16070 NOOK NOOK KITCHEN UNIT-1 UNIT-2 .rt.w,� 19' GARAGE FLOOR RENE 16070 87'4 KITCHEN A F-PORCH,{`-. 12'1 5'9 3'1 ,—,DEL 25SH GREAT 1220 F OV FLOOR 12'10 11'10 UNIT-3 UNIT-4 16' _ '+2' 20' 1st LEVEL ELECTRICAL PLAN not to scale 5'4 E-PORCH ° GARAGE 16070 16' 20' FOCIANG NO ECEL on us oomcs Oa, ELL, moo sEasiwo WOOD FRAMES.. FLOOR MOSSES JOHN DISMORE TOWNHOMES capp daft drarvrt: DEC, 222t kVGk GRIFFITH- OR MERROI'ISLAM ,FL 229$1 r,a2 yg0292 rang,wm waa:rc.... Qrdmrwlans. wm PG 6 OF 10 FLOORPLAN SYMBOL KEY sv vi fp ELEC CALCS PER UNIT ELEOSEP VICE CA,. ATIONS NGE ER P.00 FOR liEnflit.lai PUMP C FOWLS 'A/01=51ER VICE ELEC. RISER nts EXTERIOR WALL OPENINGS TO BE 4 F( AWAY FROM FIREWALLS 21'10 ............ _.. 11'2 10'8 t- 3' 2.2 h4: shearwal( 35ha slider 35 harslider' i m dote 5 her slider a —I 4ha 52'4 #1'54�4'6Il—,pt'S}h �l(43 /rxsd I 8'h—}-2'4-}1'53-4'6-11'51-2r454-4'—$ 20 Il— �, 21'10 0'6 11'2 5 tiA0.-22#2'8-$7:14' slider 35 hot. 67.4 7'4 87'4 4 orsh 28T22 7o55lidei MASTER BEDRM 10 10'8 11'2 _4 35 hw6sG 22 or slider earwa} STUDY 2ND LEVEL ELECTRICAL PLAN not to scale FOOTINGS FOR 1,50 cape ca.. dates m: DEC a 202 NUGH GRIFF.• Piw an=tL .FL 2 PG 7 OF 10