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HomeMy WebLinkAboutItem 03 Approval of the Large Scale Final Site Plan (FSP) for Lake Lilly Apartments 0.ket, • 1r ocoee florlda AGENDA ITEM COVER SHEET Meeting Date: November 2, 2021 Item # .3 Reviewed By: Contact Name: Michael Rumer Department Director: Contact Number: 407-554-7083 City Manager: Subject: Lake Lilly Apartments Large Scale Final Site Plan Project# LS-2021-004 Commission District#3 — Richard Firstner Background Summary: Heller Brothers Groves currently owns several parcels within the City and has entitlements on these properties based on past purchase agreements for right-of-way in lieu of eminent domain, vesting certificates, and an approved PSP/FSP for West End Professional Park. More specifically, the West End Professional Park is located on the south side of Old Winter Garden Road (FKA Professional Parkway) and is entitled to a Light Industrial subdivision development with a zoning and land use of Light Industrial (I-1). Due to the proximity of the property to Target Areas within the Community Redevelopment Agency (CRA), the City desires to foster a better-built environment that will be beneficial to the City, CRA, and adjacent properties. In lieu of building out to its potential as a light industrial development, the City has been negotiating on the future development program with Heller Brothers Groves. The City of Ocoee and Heller Brothers Groves executed a Development Agreement on October 6, 2020, which permitted multi-family residential as a permitted use in a mixed-use development. The surrounding Future Land Use Designation and Zoning are as follows: DIRECTION: FUTURE LAND USE/JURISDICTION EXISTING LAND USE/ZONING North Commercial/Industrial I City of Ocoee Retail/Office East Light Industrial/City of Ocoee Vacant Industrial Lots South Turnpike Florida Turnpike West Commercial/Light Industrial Urgent Care/City Pond Discussion: The Lake Lilly Apartments development is proposing 410 luxury multi-family residential dwellings units on approximately 16.56 acres. The development will consist of six (6) phases as reflected in sheet C010 as follows: • Phase 1: 30 units (Townhome Buildings 1 and 2) • Phase 2: 45 units (43 units in Building 1 and 2 units in Carriage 1) as well as clubhouse and other amenities • Phases 3, 4 & 5: 191 units (Buildings 2, 3, and 4) • Phase 6: 144 units (139 unifs in Building 5 and 4 units in Carriages 2 and 3) Buildings 1 through 5 will be four(4) stories, and the townhome-style buildings and carriage buildings will be three (3) stories. The proposed development will provide 721 parking spaces, of which 12 spaces are proposed to be provided beneath the carriage units, and 20 spaces are proposed to be provided underneath the townhome units. Furthermore, the development consists of a mixture of bedroom counts as follows: 82% one (1) and two (2) bedroom units, 10% three (3) bedroom units, and the remaining will be studio units. The project will have two (2) access points. The main access/entrance will be off of Old Winter Garden Road, and the second access point will be off of Professional Center Blvd. Utilities will be extended to the site from the north. Stormwater will be held in an existing permitted Master Stormwater pond. Issue: Should the Honorable Mayor and City Commission approve the Final Site Plan for the proposed Lake Lilly Apartments located at 2802 Old Winter Garden Road? Development Review Committee Recommendation: The Development Review Committee (DRC) has reviewed the Large-Scale Final Site Plan for consistency with adopted Engineering Design. The existing SJRWMD Drainage Permit is still valid for this development. The Utility Department is still reviewing for separation requirements for water and sewer lines, but no adjustments to the plans will be required. Staff Recommendation: Based on the analysis provided in this staff report and the recommendations of the DRC, Staff recommends that the Honorable Mayor and City Commission approve the Large-Scale Final Site Plan for the Lake Lilly Apartments. Attachments: Location Map Zoning Map Aerial Large Scale Final Site Plan for Lake Lilly Apartments Renderings Financial Impact: None Type of Item: (please mark with an "x") Public Hearing Fier Clerk's Dept Use: Ordinance First Reading Consent Agenda Ordinance Second Reading Public Hearing Resolution Regular Agenda X Commission Approval Discussion&Direction Original Document/Contract Attached for Execution by City Clerk Original Document/Contract Held by Department for Execution Reviewed by City Attorney N/A Reviewed by Finance Dept. N/A Reviewed by () N/A 2 LAKE LILLY - FINAL SUBDIVISION PLAN LOCATION MAP �o G • '- of N,aine Street E L -, V O U / / gyp. LAKE BENNET C �c oC Il � ' — Q - c I W C I • .vim J �o U 111W___I ri. a .. ...k ..,.••11 r MIRIP - _ _ _ / UNNAMED AK Ulf AMED CANAL r.,44-(4,-: .. ���� o law . � fit IIIIIIIII IIIIIIIII LAKE LILLY 0 --t I J •MAIM:•ulevard co L' 7ifFiE���v LAKE PEARL _ SIN POuleva a� o a - rd . 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Charlan Brock & Associates, AAC000798 Charles L. Charlan, Architect, AR8219 PH. 407.345.9931 OCOEE, FL 32761 2940 MAGUIRE ROAD, SUITE 500 FORE PROPERTY COMPANY planners FL •• - CBA OCOEE, FLORIDA mv 4406.21 08-11-2021 RENDERING Ejhjubmmz!tjhofe!cz!Dibsmft!M!Dibsmbo;B121:C41111128188:CGB7911141:21EO;!DO>Dibsmft!M!Dibsmbo;B121:C41111128188:CGB7911141:21-PV>Dibsmbo!Cspdl!Bttpdjbuft-!PV>JefoUsvtu-!PV>FDB-!P>V/T/!Hpwfsonfou-!D>V TEbuf;!3132/19/22!26;54;34.15(11( LAKE LILLY APARTMENTS 4406A2.00 CONCEPTUAL associates architects 407 660 8900 f: 407 875 9948 maitland florida 32751-7208www . cbaarchitects . com 1770 fennell street date:job no:drawn by:reviewed by:file:issue history: CITY OF OCCOEE, FLORIDA FSP Submittal 08-11-2021 1 charlan, brock & associates, inc. hereby reserves its common law copyright and other property rights in these plans, ideas, and designs. these ideas, designs, and plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining the express written permission from c.b.a., inc. written dimensions shall have precedence over scale dimensions. Charlan Brock & Associates, AAC000798 Charles L. Charlan, Architect, AR8219 PH. 407.345.9931 OCOEE, FL 32761 2940 MAGUIRE ROAD, SUITE 500 FORE PROPERTY COMPANY planners FL •• - CBA ONE OCOEE, FLORIDA NW 4406.21 08-11-2021 LAKE LILLY APARTMENTS 4406A2.11 BUILDING TYPE associates architects 407 660 8900 f: 407 875 9948 maitland florida 32751-7208www . cbaarchitects . com 1770 fennell street date:job no:drawn by:reviewed by:file:issue history: CITY OF OCCOEE, FLORIDA EXTERIOR ELEVATIONS FSP Submittal 08-11-2021 43'-5 5/8"TRUSS.BRG41'-6 3/4"TRUSS.BRG32'-5 5/8"T.O. PLYWD.30'-8 7/8"TRUSS.BRG21'-7 3/4"T.O. PLYWD.19'-11"TRUSS.BRG10'-9 7/8"T.O. PLYWD.9'-1 1/8"TRUSS.BRG0'-0"T.O. SLAB TYPICAL STUCCO NOTES A) CONTROL JOINTS TO BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 SQ. FT. EITHER DIRECTION OR A LENGTH TO WIDTH RATIO OF 2-1/2" TO 1".AESTHETIC JOINTS WHERE JOINTS SHOWN ON ELEVATION EXCEED THE B) DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18'-0" INC) CONTROL JOINTS SHALL BE INSTALLED AT FLOOR LINES.D) METAL LATH SHALL BE DIS-CONTINUOUS (CUT) AT CONTROL JOINTS, DO NOT CUT PAPER. LATH IS NOT REQUIRED TO BE CUT AT REQUIREMENTS OF ASTM C-1063. AS SUCH STUCCO CONTRACTOR HASOPTION OF ONLY CUTTING JOINTS REQUIRED TO COMPLY WITH ASTMC-1063. WEEP SCREED SHALL BE APPLIED AT FOUNDATION. PLACE LINE AT AMIN. OF 4" ABOVE FINISHED GRADE AND MIN. OF 2" ABOVE PAVEDAREAS.METAL LATH TO BE INSTALLED OVER 60 MINUTE BUILDING PAPER PERASTM C-1063.CONTROL JOINTS TO BE INSTALLED PER ASTM C-1063 INCLUDING THE FOLLOWING REQUIREMENTS: 2.3. 1. 3 5 PROVIDE URETHANE SEALANT AT ALL SIDING, PANEL AND TRIMCONDITIONS.PROVIDE URETHANE SEALANT W/ BOND BREAKER OR BACKER RODDOORS. (TO PREVENT 3-SIDED ADHESION) AT PERIMETER OF WINDOWS / SUBSTRATES, SUCH AS BALCONY CEILINGS, BALCONY EXTERIOR PROVIDE SEALANT JOINTS AT INTERFACE BETWEEN DISSIMILAR EDGES, EXTERIOR WALL TO SOFFIT AND CEILING CONDITIONS ECT.PROVIDE POSITIVE SLOPE 1:2 AT TOP OF METAL FLASHINGS AT TRIMBANDS, TYPICAL.ALL ATTACHMENT AND PENETRATION THROUGH THE EXTERIORCLADDING SYSTEM MUST BE SEALED AGAINST POTENTIAL WATERINTRUSION.EXTERIOR WALLS TO BE PAINTED PRIOR TO INSTALLATION OFDOWNSPOUTS. ALL DOWNSPOUTS TO BE 6" ROUND BAKED ENAMELALUMINUM.ALL ROOF TO WALL TERMINATIONS MUST HAVE SADDLE FLASHING ATROOF PARAPET TERMINATION 8.9. 10.11.12.13.14. 3 TYPICAL ELEVATION NOTES 1 " PER FOOT. 14 43'-5 5/8"TRUSS.BRG41'-6 3/4"TRUSS.BRG32'-5 5/8"T.O. PLYWD.30'-8 7/8"TRUSS.BRG21'-7 3/4"T.O. PLYWD.19'-11"TRUSS.BRG10'-9 7/8"T.O. PLYWD.9'-1 1/8"TRUSS.BRG0'-0"T.O. SLAB 4 TYPICAL EXTERIOR CLADDING - CEMENTITIOUS LAPPED SIDING,CEMENTITIOUS PANEL, PANELIZED FIBER CEMENT SYSTEM AND CULTUREDSTONE VENEER OVER STRUCTURAL SHEATHING WITH FLUID APPLIED WEATHERALL EXTERIOR WOOD TRIM TO BE 5/4" HARDI TRIMALL PENETRATIONS MUST BE PROPERLY FLASHED AND/OR SEALED.ATTACHMENTS THROUGH EXTERIOR SKIN SHALL BE SET IN BED OF SEALANT.ALL BUILDING MOUNTED EQUIPMENT, PANELS, ETC. SHALL BE MOUNTED AFTEROF MOUNTING AND WATERPROOFING TO ARCHITECT FOR APPROVAL. PLINTH BARRIER. STONE VENEER TO BE INSTALLED OVER STUCCO BASE WITH METALLATH ON DRAIN MAT ON SECOND LATER OF WEATHER RESISTIVE BARRIER.REFER TO KEYED NOTES.EXTERIOR FINISH IS APPLIED AND PAINTED. IF SEQUENCING OF CONSTRUCTIONREQUIRES MOUNTING PRIOR TO THIS, CONTRACTOR SHALL SUBMIT METHODBLOCKING REQUIRED AT ALL PENETRATIONS AND SURFACE MOUNTEDFIXTURES INCLUDING CULTURED STONE. ALL UNIT BALCONIES TO HAVE STRUCTURAL FLOOR SYSTEM SLOPED AWAYFROM UNIT FOR DRAINAGE AT ALL EXTERIOR BALCONY RAILS TO BE PREFINISHED SLOPE AWAY FROM BUILDING. ALL FINISH GRADE SHALL BE MINIMUM 8" BELOW FINISH FLOOR AND 4. 2.3. 1. 7. 5.6. 2 2 ELEVATION KEY NOTES 7 STONE VENEER SYSTEMSTANDING SEAM METAL ROOFING 6" REVEAL FIBER CEMENT LAP SIDINGFIBER CEMENT PANELSPANELIZED FIBER CEMENT SYSTEM - WOOD SERIESANODIZED ALUMINUM FIBER CEMENT ACCESSORIESLIGHT FIXTUREALUMINUM GUARDRAILSPREFABRICATED ALUMINUM AWNINGGLAZINGGUTTER SYSTEM 123456789 6 1011 8 1 2 3 5 2 7 9 9 1 charlan, brock & associates, inc. hereby reserves its common law copyright and other property rights in these plans, ideas, and designs. these ideas, designs, and plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining the express written permission from c.b.a., inc. written dimensions shall have precedence over scale dimensions. Charlan Brock & Associates, AAC000798 Charles L. Charlan, Architect, AR8219 PH. 407.345.9931 OCOEE, FL 32761 2940 MAGUIRE ROAD, SUITE 500 FORE PROPERTY COMPANY planners FL •• - CBA ONE OCOEE, FLORIDA NW 4406.21 08-11-2021 LAKE LILLY APARTMENTS 4406A2.12 BUILDING TYPE associates architects 407 660 8900 f: 407 875 9948 maitland florida 32751-7208www . cbaarchitects . com 1770 fennell street date:job no:drawn by:reviewed by:file:issue history: CITY OF OCCOEE, FLORIDA EXTERIOR ELEVATIONS FSP Submittal 08-11-2021 43'-5 5/8"TRUSS.BRG41'-6 3/4"TRUSS.BRG32'-5 5/8"T.O. PLYWD.30'-8 7/8"TRUSS.BRG21'-7 3/4"T.O. PLYWD.19'-11"TRUSS.BRG10'-9 7/8"T.O. PLYWD.9'-1 1/8"TRUSS.BRG0'-0"T.O. SLAB 2 TYPICAL STUCCO NOTES AREAS NOT MORE THAN 144 SQ. FT. EITHER DIRECTION OR A LENGTH TO WIDTH RATIO OF 2-1/2" TO 1". A) CONTROL JOINTS TO BE INSTALLED IN WALLS TO DELINEATE C) CONTROL JOINTS SHALL BE INSTALLED AT FLOOR LINES.JOINTS, DO NOT CUT PAPER. LATH IS NOT REQUIRED TO BE CUT AT AESTHETIC JOINTS WHERE JOINTS SHOWN ON ELEVATION EXCEED THEOPTION OF ONLY CUTTING JOINTS REQUIRED TO COMPLY WITH ASTMC-1063. B) DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18'-0" IND) METAL LATH SHALL BE DIS-CONTINUOUS (CUT) AT CONTROL REQUIREMENTS OF ASTM C-1063. AS SUCH STUCCO CONTRACTOR HAS WEEP SCREED SHALL BE APPLIED AT FOUNDATION. PLACE LINE AT AAREAS.ASTM C-1063. MIN. OF 4" ABOVE FINISHED GRADE AND MIN. OF 2" ABOVE PAVEDMETAL LATH TO BE INSTALLED OVER 60 MINUTE BUILDING PAPER PERCONTROL JOINTS TO BE INSTALLED PER ASTM C-1063 INCLUDING THEFOLLOWING REQUIREMENTS: 2.3. 1. 1 9 6 8 4 CONDITIONS. PROVIDE URETHANE SEALANT AT ALL SIDING, PANEL AND TRIMPROVIDE URETHANE SEALANT W/ BOND BREAKER OR BACKER ROD(TO PREVENT 3-SIDED ADHESION) AT PERIMETER OF WINDOWS /DOORS. 1 SUBSTRATES, SUCH AS BALCONY CEILINGS, BALCONY EXTERIORALL ATTACHMENT AND PENETRATION THROUGH THE EXTERIORCLADDING SYSTEM MUST BE SEALED AGAINST POTENTIAL WATERINTRUSION.ALUMINUM.ALL ROOF TO WALL TERMINATIONS MUST HAVE SADDLE FLASHING AT PROVIDE SEALANT JOINTS AT INTERFACE BETWEEN DISSIMILAR EDGES, EXTERIOR WALL TO SOFFIT AND CEILING CONDITIONS ECT.PROVIDE POSITIVE SLOPE 1:2 AT TOP OF METAL FLASHINGS AT TRIMBANDS, TYPICAL.EXTERIOR WALLS TO BE PAINTED PRIOR TO INSTALLATION OFDOWNSPOUTS. ALL DOWNSPOUTS TO BE 6" ROUND BAKED ENAMELROOF PARAPET TERMINATION 8.9. 10.11.12.13.14. 7 TYPICAL ELEVATION NOTES 3 5 " PER FOOT. 1 4 43'-5 5/8"TRUSS.BRG41'-6 3/4"TRUSS.BRG32'-5 5/8"T.O. PLYWD.30'-8 7/8"TRUSS.BRG21'-7 3/4"T.O. PLYWD.19'-11"TRUSS.BRG10'-9 7/8"T.O. PLYWD.9'-1 1/8"TRUSS.BRG0'-0"T.O. SLAB TYPICAL EXTERIOR CLADDING - CEMENTITIOUS LAPPED SIDING,STONE VENEER OVER STRUCTURAL SHEATHING WITH FLUID APPLIED WEATHERALL EXTERIOR WOOD TRIM TO BE 5/4" HARDI TRIMALL PENETRATIONS MUST BE PROPERLY FLASHED AND/OR SEALED.ATTACHMENTS THROUGH EXTERIOR SKIN SHALL BE SET IN BED OF SEALANT.ALL BUILDING MOUNTED EQUIPMENT, PANELS, ETC. SHALL BE MOUNTED AFTER CEMENTITIOUS PANEL, PANELIZED FIBER CEMENT SYSTEM AND CULTUREDBARRIER. STONE VENEER TO BE INSTALLED OVER STUCCO BASE WITH METALLATH ON DRAIN MAT ON SECOND LATER OF WEATHER RESISTIVE BARRIER.REFER TO KEYED NOTES.EXTERIOR FINISH IS APPLIED AND PAINTED. IF SEQUENCING OF CONSTRUCTIONREQUIRES MOUNTING PRIOR TO THIS, CONTRACTOR SHALL SUBMIT METHODOF MOUNTING AND WATERPROOFING TO ARCHITECT FOR APPROVAL. PLINTHBLOCKING REQUIRED AT ALL PENETRATIONS AND SURFACE MOUNTEDFIXTURES INCLUDING CULTURED STONE. ALL UNIT BALCONIES TO HAVE STRUCTURAL FLOOR SYSTEM SLOPED AWAYALL EXTERIOR BALCONY RAILS TO BE PREFINISHED FROM UNIT FOR DRAINAGE AT ALL FINISH GRADE SHALL BE MINIMUM 8" BELOW FINISH FLOOR ANDSLOPE AWAY FROM BUILDING. 2.3.4. 1. 7. 5.6. 2 1 ELEVATION KEY NOTES STONE VENEER SYSTEM6" REVEAL FIBER CEMENT LAP SIDINGANODIZED ALUMINUM FIBER CEMENT ACCESSORIESALUMINUM GUARDRAILSGLAZINGSTANDING SEAM METAL ROOFINGGUTTER SYSTEM FIBER CEMENT PANELSPANELIZED FIBER CEMENT SYSTEM - WOOD SERIESLIGHT FIXTUREPREFABRICATED ALUMINUM AWNING 123456789 1011 9 8 6 1 7 3 43 5 charlan, brock & associates, inc. hereby reserves its common law copyright and other property rights in these plans, ideas, and designs. these ideas, designs, and plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining the express written permission from c.b.a., inc. written dimensions shall have precedence over scale dimensions. Charlan Brock & Associates, AAC000798 Charles L. Charlan, Architect, AR8219 PH. 407.345.9931 OCOEE, FL 32761 2940 MAGUIRE ROAD, SUITE 500 FORE PROPERTY COMPANY planners FL •• - CBA TWO OCOEE, FLORIDA NW 4406.21 08-11-2021 LAKE LILLY APARTMENTS 4406A2.21 BUILDING TYPE associates architects 407 660 8900 f: 407 875 9948 maitland florida 32751-7208www . cbaarchitects . com 1770 fennell street date:job no:drawn by:reviewed by:file:issue history: CITY OF OCCOEE, FLORIDA EXTERIOR ELEVATIONS FSP Submittal 08-11-2021 43'-5 5/8"TRUSS.BRG41'-6 3/4"TRUSS.BRG32'-5 5/8"T.O. PLYWD.30'-8 7/8"TRUSS.BRG21'-7 3/4"T.O. PLYWD.19'-11"TRUSS.BRG10'-9 7/8"T.O. PLYWD.9'-1 1/8"TRUSS.BRG0'-0"T.O. SLAB 8 TYPICAL STUCCO NOTES AREAS NOT MORE THAN 144 SQ. FT. EITHER DIRECTION OR A LENGTH TO WIDTH RATIO OF 2-1/2" TO 1". A) CONTROL JOINTS TO BE INSTALLED IN WALLS TO DELINEATE B) DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18'-0" INC) CONTROL JOINTS SHALL BE INSTALLED AT FLOOR LINES.D) METAL LATH SHALL BE DIS-CONTINUOUS (CUT) AT CONTROL JOINTS, DO NOT CUT PAPER. LATH IS NOT REQUIRED TO BE CUT AT AESTHETIC JOINTS WHERE JOINTS SHOWN ON ELEVATION EXCEED THEREQUIREMENTS OF ASTM C-1063. AS SUCH STUCCO CONTRACTOR HASOPTION OF ONLY CUTTING JOINTS REQUIRED TO COMPLY WITH ASTMC-1063. WEEP SCREED SHALL BE APPLIED AT FOUNDATION. PLACE LINE AT AMIN. OF 4" ABOVE FINISHED GRADE AND MIN. OF 2" ABOVE PAVEDAREAS.METAL LATH TO BE INSTALLED OVER 60 MINUTE BUILDING PAPER PERASTM C-1063.CONTROL JOINTS TO BE INSTALLED PER ASTM C-1063 INCLUDING THE FOLLOWING REQUIREMENTS: 2.3. 1. 43'-5 5/8"TRUSS.BRG41'-6 3/4"TRUSS.BRG32'-5 5/8"T.O. PLYWD.30'-8 7/8"TRUSS.BRG21'-7 3/4"T.O. PLYWD.19'-11"TRUSS.BRG10'-9 7/8"T.O. PLYWD.9'-1 1/8"TRUSS.BRG0'-0"T.O. SLAB 3 5 CONDITIONS. PROVIDE URETHANE SEALANT AT ALL SIDING, PANEL AND TRIMPROVIDE URETHANE SEALANT W/ BOND BREAKER OR BACKER ROD(TO PREVENT 3-SIDED ADHESION) AT PERIMETER OF WINDOWS /DOORS. PROVIDE SEALANT JOINTS AT INTERFACE BETWEEN DISSIMILAR SUBSTRATES, SUCH AS BALCONY CEILINGS, BALCONY EXTERIOREDGES, EXTERIOR WALL TO SOFFIT AND CEILING CONDITIONS ECT.PROVIDE POSITIVE SLOPE 1:2 AT TOP OF METAL FLASHINGS AT TRIMBANDS, TYPICAL.ALL ATTACHMENT AND PENETRATION THROUGH THE EXTERIORCLADDING SYSTEM MUST BE SEALED AGAINST POTENTIAL WATERINTRUSION.EXTERIOR WALLS TO BE PAINTED PRIOR TO INSTALLATION OFDOWNSPOUTS. ALL DOWNSPOUTS TO BE 6" ROUND BAKED ENAMELALUMINUM.ALL ROOF TO WALL TERMINATIONS MUST HAVE SADDLE FLASHING ATROOF PARAPET TERMINATION 8.9. 10.11.12.13.14. TYPICAL ELEVATION NOTES 8 " PER FOOT. 14 6 TYPICAL EXTERIOR CLADDING - CEMENTITIOUS LAPPED SIDING,CEMENTITIOUS PANEL, PANELIZED FIBER CEMENT SYSTEM AND CULTUREDSTONE VENEER OVER STRUCTURAL SHEATHING WITH FLUID APPLIED WEATHERALL EXTERIOR WOOD TRIM TO BE 5/4" HARDI TRIMALL PENETRATIONS MUST BE PROPERLY FLASHED AND/OR SEALED.ATTACHMENTS THROUGH EXTERIOR SKIN SHALL BE SET IN BED OF SEALANT.ALL BUILDING MOUNTED EQUIPMENT, PANELS, ETC. SHALL BE MOUNTED AFTEROF MOUNTING AND WATERPROOFING TO ARCHITECT FOR APPROVAL. PLINTH BARRIER. STONE VENEER TO BE INSTALLED OVER STUCCO BASE WITH METALLATH ON DRAIN MAT ON SECOND LATER OF WEATHER RESISTIVE BARRIER.REFER TO KEYED NOTES.EXTERIOR FINISH IS APPLIED AND PAINTED. IF SEQUENCING OF CONSTRUCTIONREQUIRES MOUNTING PRIOR TO THIS, CONTRACTOR SHALL SUBMIT METHODBLOCKING REQUIRED AT ALL PENETRATIONS AND SURFACE MOUNTEDFIXTURES INCLUDING CULTURED STONE. ALL UNIT BALCONIES TO HAVE STRUCTURAL FLOOR SYSTEM SLOPED AWAYFROM UNIT FOR DRAINAGE AT ALL EXTERIOR BALCONY RAILS TO BE PREFINISHED SLOPE AWAY FROM BUILDING. ALL FINISH GRADE SHALL BE MINIMUM 8" BELOW FINISH FLOOR AND 2.3.4. 1. 7. 5.6. 8 2 2 ELEVATION KEY NOTES STONE VENEER SYSTEM6" REVEAL FIBER CEMENT LAP SIDINGFIBER CEMENT PANELSPANELIZED FIBER CEMENT SYSTEM - WOOD SERIESANODIZED ALUMINUM FIBER CEMENT ACCESSORIESLIGHT FIXTUREALUMINUM GUARDRAILSPREFABRICA TED ALUMINUM AWNINGGLAZINGSTANDING SEAM METAL ROOFINGGUTTER SYSTEM 7 123456789 1011 1 3 5 7 9 9 21 1 charlan, brock & associates, inc. hereby reserves its common law copyright and other property rights in these plans, ideas, and designs. these ideas, designs, and plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining the express written permission from c.b.a., inc. written dimensions shall have precedence over scale dimensions. Charlan Brock & Associates, AAC000798 Charles L. Charlan, Architect, AR8219 PH. 407.345.9931 OCOEE, FL 32761 2940 MAGUIRE ROAD, SUITE 500 FORE PROPERTY COMPANY planners FL •• - CBA TWO OCOEE, FLORIDA NW 4406.21 08-11-2021 LAKE LILLY APARTMENTS 4406A2.22 BUILDING TYPE associates architects 407 660 8900 f: 407 875 9948 maitland florida 32751-7208www . cbaarchitects . com 1770 fennell street date:job no:drawn by:reviewed by:file:issue history: CITY OF OCCOEE, FLORIDA EXTERIOR ELEVATIONS FSP Submittal 08-11-2021 43'-5 5/8"TRUSS.BRG41'-6 3/4"TRUSS.BRG32'-5 5/8"T.O. PLYWD.30'-8 7/8"TRUSS.BRG21'-7 3/4"T.O. PLYWD.19'-11"TRUSS.BRG10'-9 7/8"T.O. PLYWD.9'-1 1/8"TRUSS.BRG0'-0"T.O. SLAB 2 9 TYPICAL STUCCO NOTES A) CONTROL JOINTS TO BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 SQ. FT. EITHER DIRECTION OR A LENGTH TO WIDTH RATIO OF 2-1/2" TO 1".C) CONTROL JOINTS SHALL BE INSTALLED AT FLOOR LINES.JOINTS, DO NOT CUT PAPER. LATH IS NOT REQUIRED TO BE CUT AT AESTHETIC JOINTS WHERE JOINTS SHOWN ON ELEVATION EXCEED THEOPTION OF ONLY CUTTING JOINTS REQUIRED TO COMPLY WITH ASTMC-1063. B) DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18'-0" IND) METAL LATH SHALL BE DIS-CONTINUOUS (CUT) AT CONTROL REQUIREMENTS OF ASTM C-1063. AS SUCH STUCCO CONTRACTOR HAS AREAS.ASTM C-1063. WEEP SCREED SHALL BE APPLIED AT FOUNDATION. PLACE LINE AT AMIN. OF 4" ABOVE FINISHED GRADE AND MIN. OF 2" ABOVE PAVEDMETAL LATH TO BE INSTALLED OVER 60 MINUTE BUILDING PAPER PERCONTROL JOINTS TO BE INSTALLED PER ASTM C-1063 INCLUDING THEFOLLOWING REQUIREMENTS: 2.3. 1. 6 8 8 4 3 43'-5 5/8"TRUSS.BRG41'-6 3/4"TRUSS.BRG32'-5 5/8"T.O. PLYWD.30'-8 7/8"TRUSS.BRG21'-7 3/4"T.O. PLYWD.19'-11"TRUSS.BRG10'-9 7/8"T.O. PLYWD.9'-1 1/8"TRUSS.BRG0'-0"T.O. SLAB 5 1 PROVIDE URETHANE SEALANT AT ALL SIDING, PANEL AND TRIMCONDITIONS.PROVIDE URETHANE SEALANT W/ BOND BREAKER OR BACKER RODDOORS. (TO PREVENT 3-SIDED ADHESION) AT PERIMETER OF WINDOWS / SUBSTRATES, SUCH AS BALCONY CEILINGS, BALCONY EXTERIORALL ATTACHMENT AND PENETRATION THROUGH THE EXTERIORALUMINUM.ALL ROOF TO WALL TERMINATIONS MUST HAVE SADDLE FLASHING AT PROVIDE SEALANT JOINTS AT INTERFACE BETWEEN DISSIMILAR EDGES, EXTERIOR WALL TO SOFFIT AND CEILING CONDITIONS ECT.PROVIDE POSITIVE SLOPE 1:2 AT TOP OF METAL FLASHINGS AT TRIMBANDS, TYPICAL.CLADDING SYSTEM MUST BE SEALED AGAINST POTENTIAL WATERINTRUSION.EXTERIOR WALLS TO BE PAINTED PRIOR TO INSTALLATION OFDOWNSPOUTS. ALL DOWNSPOUTS TO BE 6" ROUND BAKED ENAMELROOF PARAPET TERMINATION 8.9. 710.11.12.13.14. 8 TYPICAL ELEVATION NOTES " PER FOOT. 14 TYPICAL EXTERIOR CLADDING - CEMENTITIOUS LAPPED SIDING,STONE VENEER OVER STRUCTURAL SHEATHING WITH FLUID APPLIED WEATHER CEMENTITIOUS PANEL, PANELIZED FIBER CEMENT SYSTEM AND CULTUREDBARRIER. STONE VENEER TO BE INSTALLED OVER STUCCO BASE WITH METALLATH ON DRAIN MAT ON SECOND LATER OF WEATHER RESISTIVE BARRIER.REFER TO KEYED NOTES.ALL EXTERIOR WOOD TRIM TO BE 5/4" HARDI TRIMALL PENETRATIONS MUST BE PROPERLY FLASHED AND/OR SEALED.ATTACHMENTS THROUGH EXTERIOR SKIN SHALL BE SET IN BED OF SEALANT.ALL BUILDING MOUNTED EQUIPMENT, PANELS, ETC. SHALL BE MOUNTED AFTEREXTERIOR FINISH IS APPLIED AND PAINTED. IF SEQUENCING OF CONSTRUCTIONREQUIRES MOUNTING PRIOR TO THIS, CONTRACTOR SHALL SUBMIT METHODOF MOUNTING AND WATERPROOFING TO ARCHITECT FOR APPROVAL. PLINTHBLOCKING REQUIRED AT ALL PENETRATIONS AND SURFACE MOUNTEDFIXTURES INCLUDING CULTURED STONE. ALL UNIT BALCONIES TO HAVE STRUCTURAL FLOOR SYSTEM SLOPED AWAYALL EXTERIOR BALCONY RAILS TO BE PREFINISHED FROM UNIT FOR DRAINAGE AT ALL FINISH GRADE SHALL BE MINIMUM 8" BELOW FINISH FLOOR ANDSLOPE AWAY FROM BUILDING. 2.3.4. 1. 7. 5.6. 3 5 2 ELEVATION KEY NOTES STONE VENEER SYSTEMANODIZED ALUMINUM FIBER CEMENT ACCESSORIESALUMINUM GUARDRAILSSTANDING SEAM METAL ROOFING 6" REVEAL FIBER CEMENT LAP SIDINGFIBER CEMENT PANELSPANELIZED FIBER CEMENT SYSTEM - WOOD SERIESLIGHT FIXTUREPREFABRICATED ALUMINUM AWNINGGLAZINGGUTTER SYSTEM 123456789 1011 1 7 9 43 charlan, brock & associates, inc. hereby reserves its common law copyright and other property rights in these plans, ideas, and designs. these ideas, designs, and plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining the express written permission from c.b.a., inc. written dimensions shall have precedence over scale dimensions. Charlan Brock & Associates, AAC000798 Charles L. Charlan, Architect, AR8219 PH. 407.345.9931 OCOEE, FL 32761 2940 MAGUIRE ROAD, SUITE 500 FORE PROPERTY COMPANY planners FL •• - CBA TWO OCOEE, FLORIDA NW 4406.21 08-11-2021 LAKE LILLY APARTMENTS 4406A2.23 BUILDING TYPE associates architects 407 660 8900 f: 407 875 9948 maitland florida 32751-7208www . cbaarchitects . com 1770 fennell street date:job no:drawn by:reviewed by:file:issue history: CITY OF OCCOEE, FLORIDA EXTERIOR ELEVATIONS FSP Submittal 08-11-2021 43'-5 5/8"TRUSS.BRG41'-6 3/4"TRUSS.BRG32'-5 5/8"T.O. PLYWD.30'-8 7/8"TRUSS.BRG21'-7 3/4"T.O. PLYWD.19'-11"TRUSS.BRG10'-9 7/8"T.O. PLYWD.9'-1 1/8"TRUSS.BRG0'-0"T.O. SLAB TYPICAL STUCCO NOTES A) CONTROL JOINTS TO BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 SQ. FT. EITHER DIRECTION OR A LENGTH TO WIDTH RATIO OF 2-1/2" TO 1".AESTHETIC JOINTS WHERE JOINTS SHOWN ON ELEVATION EXCEED THE B) DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18'-0" INC) CONTROL JOINTS SHALL BE INSTALLED AT FLOOR LINES.D) METAL LATH SHALL BE DIS-CONTINUOUS (CUT) AT CONTROL JOINTS, DO NOT CUT PAPER. LATH IS NOT REQUIRED TO BE CUT AT REQUIREMENTS OF ASTM C-1063. AS SUCH STUCCO CONTRACTOR HASOPTION OF ONLY CUTTING JOINTS REQUIRED TO COMPLY WITH ASTMC-1063. 7 WEEP SCREED SHALL BE APPLIED AT FOUNDATION. PLACE LINE AT AMIN. OF 4" ABOVE FINISHED GRADE AND MIN. OF 2" ABOVE PAVEDAREAS.METAL LATH TO BE INSTALLED OVER 60 MINUTE BUILDING PAPER PERASTM C-1063.CONTROL JOINTS TO BE INSTALLED PER ASTM C-1063 INCLUDING THEFOLLOWING REQUIREMENTS: 2.3. 1. 9 6 8 3 2 PROVIDE URETHANE SEALANT AT ALL SIDING, PANEL AND TRIMCONDITIONS.PROVIDE URETHANE SEALANT W/ BOND BREAKER OR BACKER RODDOORS. (TO PREVENT 3-SIDED ADHESION) AT PERIMETER OF WINDOWS / SUBSTRATES, SUCH AS BALCONY CEILINGS, BALCONY EXTERIOR PROVIDE SEALANT JOINTS AT INTERFACE BETWEEN DISSIMILAR EDGES, EXTERIOR WALL TO SOFFIT AND CEILING CONDITIONS ECT.PROVIDE POSITIVE SLOPE 1:2 AT TOP OF METAL FLASHINGS AT TRIMBANDS, TYPICAL.ALL ATTACHMENT AND PENETRATION THROUGH THE EXTERIORCLADDING SYSTEM MUST BE SEALED AGAINST POTENTIAL WATERINTRUSION.EXTERIOR WALLS TO BE PAINTED PRIOR TO INSTALLATION OFDOWNSPOUTS. ALL DOWNSPOUTS TO BE 6" ROUND BAKED ENAMELALUMINUM.ALL ROOF TO WALL TERMINATIONS MUST HAVE SADDLE FLASHING ATROOF PARAPET TERMINATION 8.9. 10.11.12.13.14. 5 TYPICAL ELEVATION NOTES " PER FOOT. 14 TYPICAL EXTERIOR CLADDING - CEMENTITIOUS LAPPED SIDING,CEMENTITIOUS PANEL, PANELIZED FIBER CEMENT SYSTEM AND CULTUREDSTONE VENEER OVER STRUCTURAL SHEATHING WITH FLUID APPLIED WEATHERALL EXTERIOR WOOD TRIM TO BE 5/4" HARDI TRIMALL PENETRATIONS MUST BE PROPERLY FLASHED AND/OR SEALED.ATTACHMENTS THROUGH EXTERIOR SKIN SHALL BE SET IN BED OF SEALANT.ALL BUILDING MOUNTED EQUIPMENT, PANELS, ETC. SHALL BE MOUNTED AFTEROF MOUNTING AND WATERPROOFING TO ARCHITECT FOR APPROVAL. PLINTH BARRIER. STONE VENEER TO BE INSTALLED OVER STUCCO BASE WITH METALLATH ON DRAIN MAT ON SECOND LATER OF WEATHER RESISTIVE BARRIER.REFER TO KEYED NOTES.EXTERIOR FINISH IS APPLIED AND PAINTED. IF SEQUENCING OF CONSTRUCTIONREQUIRES MOUNTING PRIOR TO THIS, CONTRACTOR SHALL SUBMIT METHODBLOCKING REQUIRED AT ALL PENETRATIONS AND SURFACE MOUNTEDFIXTURES INCLUDING CULTURED STONE. ALL UNIT BALCONIES TO HAVE STRUCTURAL FLOOR SYSTEM SLOPED AWAYFROM UNIT FOR DRAINAGE AT ALL EXTERIOR BALCONY RAILS TO BE PREFINISHED ALL FINISH GRADE SHALL BE MINIMUM 8" BELOW FINISH FLOOR ANDSLOPE AWAY FROM BUILDING. 43'-5 5/8"TRUSS.BRG41'-6 3/4"TRUSS.BRG32'-5 5/8"T.O. PLYWD.30'-8 7/8"TRUSS.BRG21'-7 3/4"T.O. PLYWD.19'-11"TRUSS.BRG10'-9 7/8"T.O. PLYWD.9'-1 1/8"TRUSS.BRG0'-0"T.O. SLAB 4. 2.3. 1. 5.7. 6. 43'-5 5/8"TRUSS.BRG41'-6 3/4"TRUSS.BRG32'-5 5/8"T.O. PLYWD.30'-8 7/8"TRUSS.BRG21'-7 3/4"T.O. PLYWD.19'-11"TRUSS.BRG10'-9 7/8"T.O. PLYWD.9'-1 1/8"TRUSS.BRG0'-0"T.O. SLAB 9 ELEVATION KEY NOTES STONE VENEER SYSTEMSTANDING SEAM METAL ROOFING 6" REVEAL FIBER CEMENT LAP SIDINGFIBER CEMENT PANELSPANELIZED FIBER CEMENT SYSTEM - WOOD SERIESANODIZED ALUMINUM FIBER CEMENT ACCESSORIESLIGHT FIXTUREALUMINUM GUARDRAILSPREFABRICATED ALUMINUM AWNINGGLAZINGGUTTER SYSTEM 123456789 1011 2 3 3 5 8 8 15 1 2 7 7 9 7 6 charlan, brock & associates, inc. hereby reserves its common law copyright and other property rights in these plans, ideas, and designs. these ideas, designs, and plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining the express written permission from c.b.a., inc. written dimensions shall have precedence over scale dimensions. Charlan Brock & Associates, AAC000798 Charles L. Charlan, Architect, AR8219 PH. 407.345.9931 OCOEE, FL 32761 2940 MAGUIRE ROAD, SUITE 500 FORE PROPERTY COMPANY planners FL •• - CBA OCOEE, FLORIDA THREE RMR 4406.21 08-11-2021 LAKE LILLY APARTMENTS 4406A2.31 BUILDING TYPE associates architects 407 660 8900 f: 407 875 9948 maitland florida 32751-7208www . cbaarchitects . com 1770 fennell street date:job no:drawn by:reviewed by:file:issue history: CITY OF OCCOEE, FLORIDA EXTERIOR ELEVATIONS FSP Submittal 08-11-2021 43'-5 5/8"TRUSS.BRG41'-6 3/4"TRUSS.BRG32'-5 5/8"T.O. PLYWD.30'-8 7/8"TRUSS.BRG21'-7 3/4"T.O. PLYWD.19'-11"TRUSS.BRG10'-9 7/8"T.O. PLYWD.9'-1 1/8"TRUSS.BRG0'-0"T.O. SLAB TYPICAL STUCCO NOTES AREAS NOT MORE THAN 144 SQ. FT. EITHER DIRECTION OR A LENGTH TO WIDTH RATIO OF 2-1/2" TO 1". A) CONTROL JOINTS TO BE INSTALLED IN WALLS TO DELINEATE B) DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18'-0" INC) CONTROL JOINTS SHALL BE INSTALLED AT FLOOR LINES.D) METAL LATH SHALL BE DIS-CONTINUOUS (CUT) AT CONTROL JOINTS, DO NOT CUT PAPER. LATH IS NOT REQUIRED TO BE CUT AT AESTHETIC JOINTS WHERE JOINTS SHOWN ON ELEVATION EXCEED THEREQUIREMENTS OF ASTM C-1063. AS SUCH STUCCO CONTRACTOR HASOPTION OF ONLY CUTTING JOINTS REQUIRED TO COMPLY WITH ASTMC-1063. WEEP SCREED SHALL BE APPLIED AT FOUNDATION. PLACE LINE AT AMIN. OF 4" ABOVE FINISHED GRADE AND MIN. OF 2" ABOVE PAVEDAREAS.METAL LATH TO BE INSTALLED OVER 60 MINUTE BUILDING PAPER PERASTM C-1063.CONTROL JOINTS TO BE INSTALLED PER ASTM C-1063 INCLUDING THE FOLLOWING REQUIREMENTS: 2. 3. 1. 1 9 43'-5 5/8"TRUSS.BRG41'-6 3/4"TRUSS.BRG32'-5 5/8"T.O. PLYWD.30'-8 7/8"TRUSS.BRG21'-7 3/4"T.O. PLYWD.19'-11"TRUSS.BRG10'-9 7/8"T.O. PLYWD.9'-1 1/8"TRUSS.BRG0'-0"T.O. SLAB 2 3 CONDITIONS. PROVIDE URETHANE SEALANT AT ALL SIDING, PANEL AND TRIMPROVIDE URETHANE SEALANT W/ BOND BREAKER OR BACKER ROD(TO PREVENT 3-SIDED ADHESION) AT PERIMETER OF WINDOWS /DOORS. PROVIDE SEALANT JOINTS AT INTERFACE BETWEEN DISSIMILAR SUBSTRATES, SUCH AS BALCONY CEILINGS, BALCONY EXTERIOREDGES, EXTERIOR WALL TO SOFFIT AND CEILING CONDITIONS ECT.PROVIDE POSITIVE SLOPE 1:2 AT TOP OF METAL FLASHINGS AT TRIMBANDS, TYPICAL.ALL ATTACHMENT AND PENETRATION THROUGH THE EXTERIORCLADDING SYSTEM MUST BE SEALED AGAINST POTENTIAL WATERINTRUSION.EXTERIOR WALLS TO BE PAINTED PRIOR TO INSTALLATION OFDOWNSPOUTS. ALL DOWNSPOUTS TO BE 6" ROUND BAKED ENAMELALUMINUM.ALL ROOF TO WALL TERMINATIONS MUST HAVE SADDLE FLASHING ATROOF PARAPET TERMINATION 8.9. 10.11.12.13.14. 5 1 7 TYPICAL ELEVATION NOTES 9 " PER FOOT. 1 4 3 5 TYPICAL EXTERIOR CLADDING - CEMENTITIOUS LAPPED SIDING,CEMENTITIOUS PANEL, PANELIZED FIBER CEMENT SYSTEM AND CULTUREDSTONE VENEER OVER STRUCTURAL SHEATHING WITH FLUID APPLIED WEATHERALL EXTERIOR WOOD TRIM TO BE 5/4" HARDI TRIMALL PENETRATIONS MUST BE PROPERLY FLASHED AND/OR SEALED.ATTACHMENTS THROUGH EXTERIOR SKIN SHALL BE SET IN BED OF SEALANT.ALL BUILDING MOUNTED EQUIPMENT, PANELS, ETC. SHALL BE MOUNTED AFTEROF MOUNTING AND WATERPROOFING TO ARCHITECT FOR APPROVAL. PLINTH BARRIER. STONE VENEER TO BE INSTALLED OVER STUCCO BASE WITH METALLATH ON DRAIN MAT ON SECOND LATER OF WEATHER RESISTIVE BARRIER.REFER TO KEYED NOTES.EXTERIOR FINISH IS APPLIED AND PAINTED. IF SEQUENCING OF CONSTRUCTIONREQUIRES MOUNTING PRIOR TO THIS, CONTRACTOR SHALL SUBMIT METHODBLOCKING REQUIRED AT ALL PENETRATIONS AND SURFACE MOUNTEDFIXTURES INCLUDING CULTURED STONE. ALL UNIT BALCONIES TO HAVE STRUCTURAL FLOOR SYSTEM SLOPED AWAYALL EXTERIOR BALCONY RAILS TO BE PREFINISHED FROM UNIT FOR DRAINAGE AT SLOPE AWAY FROM BUILDING. ALL FINISH GRADE SHALL BE MINIMUM 8" BELOW FINISH FLOOR AND 2.3.4. 1. 7. 5.6. 2 7 8 6 ELEVATION KEY NOTES STONE VENEER SYSTEM6" REVEAL FIBER CEMENT LAP SIDINGFIBER CEMENT PANELSPANELIZED FIBER CEMENT SYSTEM - WOOD SERIESANODIZED ALUMINUM FIBER CEMENT ACCESSORIESLIGHT FIXTUREALUMINUM GUARDRAILSPREFABRICA TED ALUMINUM AWNINGGLAZINGSTANDING SEAM METAL ROOFINGGUTTER SYSTEM 123456789 1011 21 charlan, brock & associates, inc. hereby reserves its common law copyright and other property rights in these plans, ideas, and designs. these ideas, designs, and plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining the express written permission from c.b.a., inc. written dimensions shall have precedence over scale dimensions. Charlan Brock & Associates, AAC000798 Charles L. Charlan, Architect, AR8219 PH. 407.345.9931 OCOEE, FL 32761 2940 MAGUIRE ROAD, SUITE 500 FORE PROPERTY COMPANY planners FL •• - CBA OCOEE, FLORIDA THREE RMR 4406.21 08-11-2021 LAKE LILLY APARTMENTS 4406A2.32 BUILDING TYPE associates architects 407 660 8900 f: 407 875 9948 maitland florida 32751-7208www . cbaarchitects . com 1770 fennell street date:job no:drawn by:reviewed by:file:issue history: CITY OF OCCOEE, FLORIDA EXTERIOR ELEVATIONS FSP Submittal 08-11-2021 43'-5 5/8"TRUSS.BRG41'-6 3/4"TRUSS.BRG32'-5 5/8"T.O. PLYWD.30'-8 7/8"TRUSS.BRG21'-7 3/4"T.O. PLYWD.19'-11"TRUSS.BRG10'-9 7/8"T.O. PLYWD.9'-1 1/8"TRUSS.BRG0'-0"T.O. SLAB TYPICAL STUCCO NOTES A) CONTROL JOINTS TO BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 SQ. FT. EITHER DIRECTION OR A LENGTH TO WIDTH RATIO OF 2-1/2" TO 1".AESTHETIC JOINTS WHERE JOINTS SHOWN ON ELEVATION EXCEED THE B) DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18'-0" INC) CONTROL JOINTS SHALL BE INSTALLED AT FLOOR LINES.D) METAL LATH SHALL BE DIS-CONTINUOUS (CUT) AT CONTROL JOINTS, DO NOT CUT PAPER. LATH IS NOT REQUIRED TO BE CUT AT REQUIREMENTS OF ASTM C-1063. AS SUCH STUCCO CONTRACTOR HASOPTION OF ONLY CUTTING JOINTS REQUIRED TO COMPLY WITH ASTMC-1063. WEEP SCREED SHALL BE APPLIED AT FOUNDATION. PLACE LINE AT AMIN. OF 4" ABOVE FINISHED GRADE AND MIN. OF 2" ABOVE PAVEDAREAS.METAL LATH TO BE INSTALLED OVER 60 MINUTE BUILDING PAPER PERASTM C-1063.CONTROL JOINTS TO BE INSTALLED PER ASTM C-1063 INCLUDING THE FOLLOWING REQUIREMENTS: 2.3. 1. 43'-5 5/8"TRUSS.BRG41'-6 3/4"TRUSS.BRG32'-5 5/8"T.O. PLYWD.30'-8 7/8"TRUSS.BRG21'-7 3/4"T.O. PLYWD.19'-11"TRUSS.BRG10'-9 7/8"T.O. PLYWD.9'-1 1/8"TRUSS.BRG0'-0"T.O. SLAB PROVIDE URETHANE SEALANT AT ALL SIDING, PANEL AND TRIMCONDITIONS.PROVIDE URETHANE SEALANT W/ BOND BREAKER OR BACKER RODDOORS. (TO PREVENT 3-SIDED ADHESION) AT PERIMETER OF WINDOWS / SUBSTRATES, SUCH AS BALCONY CEILINGS, BALCONY EXTERIOR PROVIDE SEALANT JOINTS AT INTERFACE BETWEEN DISSIMILAR EDGES, EXTERIOR WALL TO SOFFIT AND CEILING CONDITIONS ECT.PROVIDE POSITIVE SLOPE 1:2 AT TOP OF METAL FLASHINGS AT TRIMBANDS, TYPICAL.ALL ATTACHMENT AND PENETRATION THROUGH THE EXTERIORCLADDING SYSTEM MUST BE SEALED AGAINST POTENTIAL WATERINTRUSION.EXTERIOR WALLS TO BE PAINTED PRIOR TO INSTALLATION OFDOWNSPOUTS. ALL DOWNSPOUTS TO BE 6" ROUND BAKED ENAMELALUMINUM.ALL ROOF TO WALL TERMINATIONS MUST HAVE SADDLE FLASHING ATROOF PARAPET TERMINATION 8.9. 10.11.12.13.14. 2 TYPICAL ELEVATION NOTES 1 " PER FOOT. 14 9 8 4 TYPICAL EXTERIOR CLADDING - CEMENTITIOUS LAPPED SIDING,CEMENTITIOUS PANEL, PANELIZED FIBER CEMENT SYSTEM AND CULTUREDSTONE VENEER OVER STRUCTURAL SHEATHING WITH FLUID APPLIED WEATHERALL EXTERIOR WOOD TRIM TO BE 5/4" HARDI TRIMALL PENETRATIONS MUST BE PROPERLY FLASHED AND/OR SEALED.ATTACHMENTS THROUGH EXTERIOR SKIN SHALL BE SET IN BED OF SEALANT.ALL BUILDING MOUNTED EQUIPMENT, PANELS, ETC. SHALL BE MOUNTED AFTEROF MOUNTING AND WATERPROOFING TO ARCHITECT FOR APPROVAL. PLINTH BARRIER. STONE VENEER TO BE INSTALLED OVER STUCCO BASE WITH METALLATH ON DRAIN MAT ON SECOND LATER OF WEATHER RESISTIVE BARRIER.REFER TO KEYED NOTES.EXTERIOR FINISH IS APPLIED AND PAINTED. IF SEQUENCING OF CONSTRUCTIONREQUIRES MOUNTING PRIOR TO THIS, CONTRACTOR SHALL SUBMIT METHODBLOCKING REQUIRED AT ALL PENETRATIONS AND SURFACE MOUNTEDFIXTURES INCLUDING CULTURED STONE. ALL UNIT BALCONIES TO HAVE STRUCTURAL FLOOR SYSTEM SLOPED AWAYFROM UNIT FOR DRAINAGE AT ALL EXTERIOR BALCONY RAILS TO BE PREFINISHED ALL FINISH GRADE SHALL BE MINIMUM 8" BELOW FINISH FLOOR ANDSLOPE AWAY FROM BUILDING. 6 4. 2.3. 1. 7. 5.6. 3 2 5 7 1 ELEVATION KEY NOTES STONE VENEER SYSTEMSTANDING SEAM METAL ROOFING 6" REVEAL FIBER CEMENT LAP SIDINGFIBER CEMENT PANELSPANELIZED FIBER CEMENT SYSTEM - WOOD SERIESANODIZED ALUMINUM FIBER CEMENT ACCESSORIESLIGHT FIXTUREALUMINUM GUARDRAILSPREFABRICATED ALUMINUM AWNINGGLAZINGGUTTER SYSTEM 123456789 1011 9 8 4 6 3 5 7 43 charlan, brock & associates, inc. hereby reserves its common law copyright and other property rights in these plans, ideas, and designs. these ideas, designs, and plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining the express written permission from c.b.a., inc. written dimensions shall have precedence over scale dimensions. Charlan Brock & Associates, AAC000798 Charles L. Charlan, Architect, AR8219 PH. 407.345.9931 OCOEE, FL 32761 2940 MAGUIRE ROAD, SUITE 500 FORE PROPERTY COMPANY planners FL •• - CBA OCOEE, FLORIDA FOUR RMR 4406.21 08-11-2021 LAKE LILLY APARTMENTS 4406A2.41 BUILDING TYPE associates architects 407 660 8900 f: 407 875 9948 maitland florida 32751-7208www . cbaarchitects . com 1770 fennell street date:job no:drawn by:reviewed by:file:issue history: CITY OF OCCOEE, FLORIDA EXTERIOR ELEVATIONS FSP Submittal 08-11-2021 TYPICAL STUCCO NOTES A) CONTROL JOINTS TO BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 SQ. FT. EITHER DIRECTION OR A LENGTH TO WIDTH RATIO OF 2-1/2" TO 1".C) CONTROL JOINTS SHALL BE INSTALLED AT FLOOR LINES.JOINTS, DO NOT CUT PAPER. LATH IS NOT REQUIRED TO BE CUT AT AESTHETIC JOINTS WHERE JOINTS SHOWN ON ELEVATION EXCEED THEOPTION OF ONLY CUTTING JOINTS REQUIRED TO COMPLY WITH ASTMC-1063. B) DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18'-0" IND) METAL LATH SHALL BE DIS-CONTINUOUS (CUT) AT CONTROL REQUIREMENTS OF ASTM C-1063. AS SUCH STUCCO CONTRACTOR HAS AREAS.ASTM C-1063. WEEP SCREED SHALL BE APPLIED AT FOUNDATION. PLACE LINE AT AMIN. OF 4" ABOVE FINISHED GRADE AND MIN. OF 2" ABOVE PAVEDMETAL LATH TO BE INSTALLED OVER 60 MINUTE BUILDING PAPER PERCONTROL JOINTS TO BE INSTALLED PER ASTM C-1063 INCLUDING THEFOLLOWING REQUIREMENTS: 2.3. 1. 1 9 3 PROVIDE URETHANE SEALANT AT ALL SIDING, PANEL AND TRIMCONDITIONS.PROVIDE URETHANE SEALANT W/ BOND BREAKER OR BACKER RODDOORS. (TO PREVENT 3-SIDED ADHESION) AT PERIMETER OF WINDOWS / SUBSTRATES, SUCH AS BALCONY CEILINGS, BALCONY EXTERIORALL ATTACHMENT AND PENETRATION THROUGH THE EXTERIORALUMINUM.ALL ROOF TO WALL TERMINATIONS MUST HAVE SADDLE FLASHING AT PROVIDE SEALANT JOINTS AT INTERFACE BETWEEN DISSIMILAR EDGES, EXTERIOR WALL TO SOFFIT AND CEILING CONDITIONS ECT.PROVIDE POSITIVE SLOPE 1:2 AT TOP OF METAL FLASHINGS AT TRIMBANDS, TYPICAL.CLADDING SYSTEM MUST BE SEALED AGAINST POTENTIAL WATERINTRUSION.EXTERIOR WALLS TO BE PAINTED PRIOR TO INSTALLATION OFDOWNSPOUTS. ALL DOWNSPOUTS TO BE 6" ROUND BAKED ENAMELROOF PARAPET TERMINATION 8.9. 10.11.12.13.14. 5 7 TYPICAL ELEVATION NOTES " PER FOOT. 14 8 STONE VENEER OVER STRUCTURAL SHEATHING WITH FLUID APPLIED WEATHER TYPICAL EXTERIOR CLADDING - CEMENTITIOUS LAPPED SIDING,CEMENTITIOUS PANEL, PANELIZED FIBER CEMENT SYSTEM AND CULTUREDBARRIER. STONE VENEER TO BE INSTALLED OVER STUCCO BASE WITH METALLATH ON DRAIN MAT ON SECOND LATER OF WEATHER RESISTIVE BARRIER.REFER TO KEYED NOTES.ALL EXTERIOR WOOD TRIM TO BE 5/4" HARDI TRIMALL PENETRATIONS MUST BE PROPERLY FLASHED AND/OR SEALED.ATTACHMENTS THROUGH EXTERIOR SKIN SHALL BE SET IN BED OF SEALANT.ALL BUILDING MOUNTED EQUIPMENT, PANELS, ETC. SHALL BE MOUNTED AFTEREXTERIOR FINISH IS APPLIED AND PAINTED. IF SEQUENCING OF CONSTRUCTIONREQUIRES MOUNTING PRIOR TO THIS, CONTRACTOR SHALL SUBMIT METHODOF MOUNTING AND WATERPROOFING TO ARCHITECT FOR APPROVAL. PLINTHBLOCKING REQUIRED AT ALL PENETRATIONS AND SURFACE MOUNTEDFIXTURES INCLUDING CULTURED STONE. 6ALL UNIT BALCONIES TO HAVE STRUCTURAL FLOOR SYSTEM SLOPED AWAYALL EXTERIOR BALCONY RAILS TO BE PREFINISHED FROM UNIT FOR DRAINAGE AT ALL FINISH GRADE SHALL BE MINIMUM 8" BELOW FINISH FLOOR ANDSLOPE AWAY FROM BUILDING. 2.3.4. 1. 5.7. 6. 7 2 2 9 5 ELEVATION KEY NOTES STONE VENEER SYSTEMANODIZED ALUMINUM FIBER CEMENT ACCESSORIESALUMINUM GUARDRAILSSTANDING SEAM METAL ROOFING 6" REVEAL FIBER CEMENT LAP SIDINGFIBER CEMENT PANELSPANELIZED FIBER CEMENT SYSTEM - WOOD SERIESLIGHT FIXTUREPREFABRICATED ALUMINUM AWNINGGLAZINGGUTTER SYSTEM 123456789 1011 3 1 21 charlan, brock & associates, inc. hereby reserves its common law copyright and other property rights in these plans, ideas, and designs. these ideas, designs, and plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining the express written permission from c.b.a., inc. written dimensions shall have precedence over scale dimensions. Charlan Brock & Associates, AAC000798 Charles L. Charlan, Architect, AR8219 PH. 407.345.9931 OCOEE, FL 32761 2940 MAGUIRE ROAD, SUITE 500 FORE PROPERTY COMPANY planners FL •• - CBA OCOEE, FLORIDA FOUR RMR 4406.21 08-11-2021 LAKE LILLY APARTMENTS 4406A2.42 BUILDING TYPE associates architects 407 660 8900 f: 407 875 9948 maitland florida 32751-7208www . cbaarchitects . com 1770 fennell street date:job no:drawn by:reviewed by:file:issue history: CITY OF OCCOEE, FLORIDA EXTERIOR ELEVATIONS FSP Submittal 08-11-2021 2 TYPICAL STUCCO NOTES AREAS NOT MORE THAN 144 SQ. FT. EITHER DIRECTION OR A LENGTH TO WIDTH RATIO OF 2-1/2" TO 1". A) CONTROL JOINTS TO BE INSTALLED IN WALLS TO DELINEATE C) CONTROL JOINTS SHALL BE INSTALLED AT FLOOR LINES.JOINTS, DO NOT CUT PAPER. LATH IS NOT REQUIRED TO BE CUT AT AESTHETIC JOINTS WHERE JOINTS SHOWN ON ELEVATION EXCEED THEOPTION OF ONLY CUTTING JOINTS REQUIRED TO COMPLY WITH ASTMC-1063. B) DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18'-0" IND) METAL LATH SHALL BE DIS-CONTINUOUS (CUT) AT CONTROL REQUIREMENTS OF ASTM C-1063. AS SUCH STUCCO CONTRACTOR HAS WEEP SCREED SHALL BE APPLIED AT FOUNDATION. PLACE LINE AT AAREAS.ASTM C-1063. MIN. OF 4" ABOVE FINISHED GRADE AND MIN. OF 2" ABOVE PAVEDMETAL LATH TO BE INSTALLED OVER 60 MINUTE BUILDING PAPER PERCONTROL JOINTS TO BE INSTALLED PER ASTM C-1063 INCLUDING THEFOLLOWING REQUIREMENTS: 2.3. 1. 1 9 8 4 6 3 CONDITIONS. PROVIDE URETHANE SEALANT AT ALL SIDING, PANEL AND TRIMPROVIDE URETHANE SEALANT W/ BOND BREAKER OR BACKER ROD(TO PREVENT 3-SIDED ADHESION) AT PERIMETER OF WINDOWS /DOORS. SUBSTRATES, SUCH AS BALCONY CEILINGS, BALCONY EXTERIORALL ATTACHMENT AND PENETRATION THROUGH THE EXTERIORCLADDING SYSTEM MUST BE SEALED AGAINST POTENTIAL WATERINTRUSION.ALUMINUM.ALL ROOF TO WALL TERMINATIONS MUST HAVE SADDLE FLASHING AT PROVIDE SEALANT JOINTS AT INTERFACE BETWEEN DISSIMILAR EDGES, EXTERIOR WALL TO SOFFIT AND CEILING CONDITIONS ECT.PROVIDE POSITIVE SLOPE 1:2 AT TOP OF METAL FLASHINGS AT TRIMBANDS, TYPICAL.EXTERIOR WALLS TO BE PAINTED PRIOR TO INSTALLATION OFDOWNSPOUTS. ALL DOWNSPOUTS TO BE 6" ROUND BAKED ENAMELROOF PARAPET TERMINATION 5 8.9. 10.11.12.13.14. 7 TYPICAL ELEVATION NOTES " PER FOOT. 1 4 2 TYPICAL EXTERIOR CLADDING - CEMENTITIOUS LAPPED SIDING,STONE VENEER OVER STRUCTURAL SHEATHING WITH FLUID APPLIED WEATHERALL EXTERIOR WOOD TRIM TO BE 5/4" HARDI TRIMALL PENETRATIONS MUST BE PROPERLY FLASHED AND/OR SEALED.ATTACHMENTS THROUGH EXTERIOR SKIN SHALL BE SET IN BED OF SEALANT.ALL BUILDING MOUNTED EQUIPMENT, PANELS, ETC. SHALL BE MOUNTED AFTER CEMENTITIOUS PANEL, PANELIZED FIBER CEMENT SYSTEM AND CULTUREDBARRIER. STONE VENEER TO BE INSTALLED OVER STUCCO BASE WITH METALLATH ON DRAIN MAT ON SECOND LATER OF WEATHER RESISTIVE BARRIER.REFER TO KEYED NOTES.EXTERIOR FINISH IS APPLIED AND PAINTED. IF SEQUENCING OF CONSTRUCTIONREQUIRES MOUNTING PRIOR TO THIS, CONTRACTOR SHALL SUBMIT METHODOF MOUNTING AND WATERPROOFING TO ARCHITECT FOR APPROVAL. PLINTHBLOCKING REQUIRED AT ALL PENETRATIONS AND SURFACE MOUNTEDFIXTURES INCLUDING CULTURED STONE. ALL UNIT BALCONIES TO HAVE STRUCTURAL FLOOR SYSTEM SLOPED AWAYALL EXTERIOR BALCONY RAILS TO BE PREFINISHED FROM UNIT FOR DRAINAGE AT ALL FINISH GRADE SHALL BE MINIMUM 8" BELOW FINISH FLOOR ANDSLOPE AWAY FROM BUILDING. 2.3.4. 1. 7. 5.6. 1 9 8 4 6 ELEVATION KEY NOTES STONE VENEER SYSTEM6" REVEAL FIBER CEMENT LAP SIDINGANODIZED ALUMINUM FIBER CEMENT ACCESSORIESALUMINUM GUARDRAILSGLAZINGSTANDING SEAM METAL ROOFINGGUTTER SYSTEM FIBER CEMENT PANELSPANELIZED FIBER CEMENT SYSTEM - WOOD SERIESLIGHT FIXTUREPREFABRICATED ALUMINUM AWNING 3 123456789 1011 5 7 43 charlan, brock & associates, inc. hereby reserves its common law copyright and other property rights in these plans, ideas, and designs. these ideas, designs, and plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining the express written permission from c.b.a., inc. written dimensions shall have precedence over scale dimensions. Charlan Brock & Associates, AAC000798 Charles L. Charlan, Architect, AR8219 PH. 407.345.9931 OCOEE, FL 32761 2940 MAGUIRE ROAD, SUITE 500 FORE PROPERTY COMPANY planners FL •• - CBA FIVE OCOEE, FLORIDA NW 4406.21 08-11-2021 LAKE LILLY APARTMENTS 4406A2.51 BUILDING TYPE associates architects 407 660 8900 f: 407 875 9948 maitland florida 32751-7208www . cbaarchitects . com 1770 fennell street date:job no:drawn by:reviewed by:file:issue history: CITY OF OCCOEE, FLORIDA EXTERIOR ELEVATIONS FSP Submittal 08-11-2021 44'-5 5/8"TRUSS.BRG42'-6 3/4"TRUSS.BRG33'-5 5/8"T.O. PLYWD.31'-8 7/8"TRUSS.BRG22'-7 3/4"T.O. PLYWD.20'-11"TRUSS.BRG11'-9 7/8"T.O. PLYWD.10'-1 1/8"TRUSS.BRG0'-0"T.O. SLAB 44'-5 5/8"TRUSS.BRG42'-6 3/4"TRUSS.BRG33'-5 5/8"T.O. PLYWD.31'-8 7/8"TRUSS.BRG22'-7 3/4"T.O. PLYWD.20'-11"TRUSS.BRG11'-9 7/8"T.O. PLYWD.10'-1 1/8"TRUSS.BRG0'-0"T.O. SLAB 4 TYPICAL STUCCO NOTES A) CONTROL JOINTS TO BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 SQ. FT. EITHER DIRECTION OR A LENGTH TO WIDTH RATIO OF 2-1/2" TO 1".JOINTS, DO NOT CUT PAPER. LATH IS NOT REQUIRED TO BE CUT AT AESTHETIC JOINTS WHERE JOINTS SHOWN ON ELEVATION EXCEED THE B) DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18'-0" INC) CONTROL JOINTS SHALL BE INSTALLED AT FLOOR LINES.D) METAL LATH SHALL BE DIS-CONTINUOUS (CUT) AT CONTROL REQUIREMENTS OF ASTM C-1063. AS SUCH STUCCO CONTRACTOR HASOPTION OF ONLY CUTTING JOINTS REQUIRED TO COMPLY WITH ASTMC-1063. WEEP SCREED SHALL BE APPLIED AT FOUNDATION. PLACE LINE AT AMIN. OF 4" ABOVE FINISHED GRADE AND MIN. OF 2" ABOVE PAVEDAREAS.METAL LATH TO BE INSTALLED OVER 60 MINUTE BUILDING PAPER PERASTM C-1063.CONTROL JOINTS TO BE INSTALLED PER ASTM C-1063 INCLUDING THEFOLLOWING REQUIREMENTS: 2.3. 1. 1 1 2 9 9 3 PROVIDE URETHANE SEALANT AT ALL SIDING, PANEL AND TRIMCONDITIONS.PROVIDE URETHANE SEALANT W/ BOND BREAKER OR BACKER RODDOORS. (TO PREVENT 3-SIDED ADHESION) AT PERIMETER OF WINDOWS / SUBSTRATES, SUCH AS BALCONY CEILINGS, BALCONY EXTERIORALL ATTACHMENT AND PENETRATION THROUGH THE EXTERIORALUMINUM.ALL ROOF TO WALL TERMINATIONS MUST HAVE SADDLE FLASHING AT PROVIDE SEALANT JOINTS AT INTERFACE BETWEEN DISSIMILAR EDGES, EXTERIOR WALL TO SOFFIT AND CEILING CONDITIONS ECT.PROVIDE POSITIVE SLOPE 1:2 AT TOP OF METAL FLASHINGS AT TRIMBANDS, TYPICAL.CLADDING SYSTEM MUST BE SEALED AGAINST POTENTIAL WATERINTRUSION.EXTERIOR WALLS TO BE PAINTED PRIOR TO INSTALLATION OFDOWNSPOUTS. ALL DOWNSPOUTS TO BE 6" ROUND BAKED ENAMELROOF PARAPET TERMINATION 8. 9. 10.11.12.13.14. 5 3 TYPICAL ELEVATION NOTES 7 5 4 " PER FOOT. 14 2 TYPICAL EXTERIOR CLADDING - CEMENTITIOUS LAPPED SIDING,CEMENTITIOUS PANEL, PANELIZED FIBER CEMENT SYSTEM AND CULTUREDSTONE VENEER OVER STRUCTURAL SHEATHING WITH FLUID APPLIED WEATHERALL EXTERIOR WOOD TRIM TO BE 5/4" HARDI TRIMALL PENETRATIONS MUST BE PROPERLY FLASHED AND/OR SEALED.ATTACHMENTS THROUGH EXTERIOR SKIN SHALL BE SET IN BED OF SEALANT.ALL BUILDING MOUNTED EQUIPMENT, PANELS, ETC. SHALL BE MOUNTED AFTEROF MOUNTING AND WATERPROOFING TO ARCHITECT FOR APPROVAL. PLINTH BARRIER. STONE VENEER TO BE INSTALLED OVER STUCCO BASE WITH METALLATH ON DRAIN MAT ON SECOND LATER OF WEATHER RESISTIVE BARRIER.REFER TO KEYED NOTES.EXTERIOR FINISH IS APPLIED AND PAINTED. IF SEQUENCING OF CONSTRUCTIONREQUIRES MOUNTING PRIOR TO THIS, CONTRACTOR SHALL SUBMIT METHODBLOCKING REQUIRED AT ALL PENETRATIONS AND SURFACE MOUNTEDFIXTURES INCLUDING CULTURED STONE.ALL UNIT BALCONIES TO HAVE STRUCTURAL FLOOR SYSTEM SLOPED AWAYALL EXTERIOR BALCONY RAILS TO BE PREFINISHED FROM UNIT FOR DRAINAGE AT ALL FINISH GRADE SHALL BE MINIMUM 8" BELOW FINISH FLOOR ANDSLOPE AWAY FROM BUILDING. 2.3.4. 1. 6 5.7. 6. 8 ELEVATION KEY NOTES STONE VENEER SYSTEMANODIZED ALUMINUM FIBER CEMENT ACCESSORIESALUMINUM GUARDRAILSSTANDING SEAM METAL ROOFING 6" REVEAL FIBER CEMENT LAP SIDINGFIBER CEMENT PANELSPANELIZED FIBER CEMENT SYSTEM - WOOD SERIESLIGHT FIXTUREPREFABRICATED ALUMINUM AWNINGGLAZINGGUTTER SYSTEM 123456789 1011 1 2 charlan, brock & associates, inc. hereby reserves its common law copyright and other property rights in these plans, ideas, and designs. these ideas, designs, and plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining the express written permission from c.b.a., inc. written dimensions shall have precedence over scale dimensions. Charlan Brock & Associates, AAC000798 Charles L. Charlan, Architect, AR8219 PH. 407.345.9931 OCOEE, FL 32761 2940 MAGUIRE ROAD, SUITE 500 FORE PROPERTY COMPANY planners FL •• - CBA FIVE OCOEE, FLORIDA NW 4406.21 08-11-2021 LAKE LILLY APARTMENTS 4406A2.52 BUILDING TYPE associates architects 407 660 8900 f: 407 875 9948 maitland florida 32751-7208www . cbaarchitects . com 1770 fennell street date:job no:drawn by:reviewed by:file:issue history: CITY OF OCCOEE, FLORIDA EXTERIOR ELEVATIONS FSP Submittal 08-11-2021 44'-5 5/8"TRUSS.BRG42'-6 3/4"TRUSS.BRG33'-5 5/8"T.O. PLYWD.31'-8 7/8"TRUSS.BRG22'-7 3/4"T.O. PLYWD.20'-11"TRUSS.BRG11'-9 7/8"T.O. PLYWD.10'-1 1/8"TRUSS.BRG0'-0"T.O. SLAB 44'-5 5/8"TRUSS.BRG42'-6 3/4"TRUSS.BRG33'-5 5/8"T.O. PLYWD.31'-8 7/8"TRUSS.BRG22'-7 3/4"T.O. PLYWD.20'-11"TRUSS.BRG11'-9 7/8"T.O. PLYWD.10'-1 1/8"TRUSS.BRG0'-0"T.O. SLAB 2 TYPICAL STUCCO NOTES 3 A) CONTROL JOINTS TO BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 SQ. FT. EITHER DIRECTION OR A LENGTH TO WIDTH RATIO OF 2-1/2" TO 1".C) CONTROL JOINTS SHALL BE INSTALLED AT FLOOR LINES.JOINTS, DO NOT CUT PAPER. LATH IS NOT REQUIRED TO BE CUT AT AESTHETIC JOINTS WHERE JOINTS SHOWN ON ELEVATION EXCEED THEOPTION OF ONLY CUTTING JOINTS REQUIRED TO COMPLY WITH ASTMC-1063. B) DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18'-0" IND) METAL LATH SHALL BE DIS-CONTINUOUS (CUT) AT CONTROL REQUIREMENTS OF ASTM C-1063. AS SUCH STUCCO CONTRACTOR HAS 2 AREAS.ASTM C-1063. WEEP SCREED SHALL BE APPLIED AT FOUNDATION. PLACE LINE AT AMIN. OF 4" ABOVE FINISHED GRADE AND MIN. OF 2" ABOVE PAVEDMETAL LATH TO BE INSTALLED OVER 60 MINUTE BUILDING PAPER PERCONTROL JOINTS TO BE INSTALLED PER ASTM C-1063 INCLUDING THEFOLLOWING REQUIREMENTS: 5 2.3. 1. 4 6 6 8 8 4 1 3 5 7 9 7 PROVIDE URETHANE SEALANT AT ALL SIDING, PANEL AND TRIMCONDITIONS.PROVIDE URETHANE SEALANT W/ BOND BREAKER OR BACKER RODDOORS. (TO PREVENT 3-SIDED ADHESION) AT PERIMETER OF WINDOWS / SUBSTRATES, SUCH AS BALCONY CEILINGS, BALCONY EXTERIORALL ATTACHMENT AND PENETRATION THROUGH THE EXTERIORCLADDING SYSTEM MUST BE SEALED AGAINST POTENTIAL WATERALUMINUM.ALL ROOF TO WALL TERMINATIONS MUST HAVE SADDLE FLASHING AT PROVIDE SEALANT JOINTS AT INTERFACE BETWEEN DISSIMILAR EDGES, EXTERIOR WALL TO SOFFIT AND CEILING CONDITIONS ECT.PROVIDE POSITIVE SLOPE 1:2 AT TOP OF METAL FLASHINGS AT TRIMBANDS, TYPICAL.INTRUSION.E XTERIOR WALLS TO BE PAINTED PRIOR TO INSTALLATION OFDOWNSPOUTS. ALL DOWNSPOUTS TO BE 6" ROUND BAKED ENAMELROOF PARAPET TERMINATION 9 8.9. 10.11.12.13.14. 1 TYPICAL ELEVATION NOTES " PER FOOT. 14 TYPICAL EXTERIOR CLADDING - CEMENTITIOUS LAPPED SIDING,STONE VENEER OVER STRUCTURAL SHEATHING WITH FLUID APPLIED WEATHER CEMENTITIOUS PANEL, PANELIZED FIBER CEMENT SYSTEM AND CULTUREDBARRIER. STONE VENEER TO BE INSTALLED OVER STUCCO BASE WITH METALLATH ON DRAIN MAT ON SECOND LATER OF WEATHER RESISTIVE BARRIER.REFER TO KEYED NOTES.ALL EXTERIOR WOOD TRIM TO BE 5/4" HARDI TRIMALL PENETRATIONS MUST BE PROPERLY FLASHED AND/OR SEALED.ATTACHMENTS THROUGH EXTERIOR SKIN SHALL BE SET IN BED OF SEALANT.ALL BUILDING MOUNTED EQUIPMENT, PANELS, ETC. SHALL BE MOUNTED AFTEREXTERIOR FINISH IS APPLIED AND PAINTED. IF SEQUENCING OF CONSTRUCTIONREQUIRES MOUNTING PRIOR TO THIS, CONTRACTOR SHALL SUBMIT METHODOF MOUNTING AND WATERPROOFING TO ARCHITECT FOR APPROVAL. PLINTHBLOCKING REQUIRED AT ALL PENETRATIONS AND SURFACE MOUNTEDFIXTURES INCLUDING CULTURED STONE. ALL UNIT BALCONIES TO HAVE STRUCTURAL FLOOR SYSTEM SLOPED AWAYALL EXTERIOR BALCONY RAILS TO BE PREFINISHED FROM UNIT FOR DRAINAGE AT ALL FINISH GRADE SHALL BE MINIMUM 8" BELOW FINISH FLOOR ANDSLOPE AWAY FROM BUILDING. 2.3.4. 1. 7. 5.6. ELEVATION KEY NOTES STONE VENEER SYSTEMANODIZED ALUMINUM FIBER CEMENT ACCESSORIESALUMINUM GUARDRAILSSTANDING SEAM METAL ROOFING 6" REVEAL FIBER CEMENT LAP SIDINGFIBER CEMENT PANELSPANELIZED FIBER CEMENT SYSTEM - WOOD SERIESLIGHT FIXTUREPREFABRICATED ALUMINUM AWNINGGLAZINGGUTTER SYSTEM 123456789 1011 43 charlan, brock & associates, inc. hereby reserves its common law copyright and other property rights in these plans, ideas, and designs. these ideas, designs, and plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining the express written permission from c.b.a., inc. written dimensions shall have precedence over scale dimensions. Charlan Brock & Associates, AAC000798 Charles L. Charlan, Architect, AR8219 PH. 407.345.9931 OCOEE, FL 32761 2940 MAGUIRE ROAD, SUITE 500 FORE PROPERTY COMPANY planners FL •• - CBA FIVE OCOEE, FLORIDA NW 4406.21 08-11-2021 LAKE LILLY APARTMENTS 4406A2.53 BUILDING TYPE associates architects 407 660 8900 f: 407 875 9948 maitland florida 32751-7208www . cbaarchitects . com 1770 fennell street date:job no:drawn by:reviewed by:file:issue history: CITY OF OCCOEE, FLORIDA EXTERIOR ELEVATIONS FSP Submittal 08-11-2021 44'-5 5/8"TRUSS.BRG42'-6 3/4"TRUSS.BRG33'-5 5/8"T.O. PLYWD.31'-8 7/8"TRUSS.BRG22'-7 3/4"T.O. PLYWD.20'-11"TRUSS.BRG11'-9 7/8"T.O. PLYWD.10'-1 1/8"TRUSS.BRG0'-0"T.O. SLAB TYPICAL STUCCO NOTES A) CONTROL JOINTS TO BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 SQ. FT. EITHER DIRECTION OR A LENGTH TO WIDTH RATIO OF 2-1/2" TO 1".AESTHETIC JOINTS WHERE JOINTS SHOWN ON ELEVATION EXCEED THE B) DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18'-0" INC) CONTROL JOINTS SHALL BE INSTALLED AT FLOOR LINES.D) METAL LATH SHALL BE DIS-CONTINUOUS (CUT) AT CONTROL JOINTS, DO NOT CUT PAPER. LATH IS NOT REQUIRED TO BE CUT AT REQUIREMENTS OF ASTM C-1063. AS SUCH STUCCO CONTRACTOR HASOPTION OF ONLY CUTTING JOINTS REQUIRED TO COMPLY WITH ASTMC-1063. WEEP SCREED SHALL BE APPLIED AT FOUNDATION. PLACE LINE AT AMIN. OF 4" ABOVE FINISHED GRADE AND MIN. OF 2" ABOVE PAVEDAREAS.METAL LATH TO BE INSTALLED OVER 60 MINUTE BUILDING PAPER PERASTM C-1063.CONTROL JOINTS TO BE INSTALLED PER ASTM C-1063 INCLUDING THEFOLLOWING REQUIREMENTS: 2.3. 1. 3 44'-5 5/8"TRUSS.BRG42'-6 3/4"TRUSS.BRG33'-5 5/8"T.O. PLYWD.31'-8 7/8"TRUSS.BRG22'-7 3/4"T.O. PLYWD.20'-11"TRUSS.BRG11'-9 7/8"T.O. PLYWD.10'-1 1/8"TRUSS.BRG0'-0"T.O. SLAB 3 2 PROVIDE URETHANE SEALANT AT ALL SIDING, PANEL AND TRIMCONDITIONS.PROVIDE URETHANE SEALANT W/ BOND BREAKER OR BACKER RODDOORS. (TO PREVENT 3-SIDED ADHESION) AT PERIMETER OF WINDOWS / SUBSTRATES, SUCH AS BALCONY CEILINGS, BALCONY EXTERIORALL ATTACHMENT AND PENETRATION THROUGH THE EXTERIORALUMINUM.ALL ROOF TO WALL TERMINATIONS MUST HAVE SADDLE FLASHING AT PROVIDE SEALANT JOINTS AT INTERFACE BETWEEN DISSIMILAR EDGES, EXTERIOR WALL TO SOFFIT AND CEILING CONDITIONS ECT.PROVIDE POSITIVE SLOPE 1:2 AT TOP OF METAL FLASHINGS AT TRIMBANDS, TYPICAL.CLADDING SYSTEM MUST BE SEALED AGAINST POTENTIAL WATERINTRUSION.EXTERIOR WALLS TO BE PAINTED PRIOR TO INSTALLATION OFDOWNSPOUTS. ALL DOWNSPOUTS TO BE 6" ROUND BAKED ENAMELROOF PARAPET TERMINATION 8. 9. 10.11.12.13.14. 2 9 7 TYPICAL ELEVATION NOTES 8 6 " PER FOOT. 14 9 TYPICAL EXTERIOR CLADDING - CEMENTITIOUS LAPPED SIDING,CEMENTITIOUS PANEL, PANELIZED FIBER CEMENT SYSTEM AND CULTUREDSTONE VENEER OVER STRUCTURAL SHEATHING WITH FLUID APPLIED WEATHERALL EXTERIOR WOOD TRIM TO BE 5/4" HARDI TRIMALL PENETRATIONS MUST BE PROPERLY FLASHED AND/OR SEALED.ATTACHMENTS THROUGH EXTERIOR SKIN SHALL BE SET IN BED OF SEALANT.ALL BUILDING MOUNTED EQUIPMENT, PANELS, ETC. SHALL BE MOUNTED AFTEROF MOUNTING AND WATERPROOFING TO ARCHITECT FOR APPROVAL. PLINTH BARRIER. STONE VENEER TO BE INSTALLED OVER STUCCO BASE WITH METALLATH ON DRAIN MAT ON SECOND LATER OF WEATHER RESISTIVE BARRIER.REFER TO KEYED NOTES.EXTERIOR FINISH IS APPLIED AND PAINTED. IF SEQUENCING OF CONSTRUCTIONREQUIRES MOUNTING PRIOR TO THIS, CONTRACTOR SHALL SUBMIT METHODBLOCKING REQUIRED AT ALL PENETRATIONS AND SURFACE MOUNTEDFIXTURES INCLUDING CULTURED STONE. ALL UNIT BALCONIES TO HAVE STRUCTURAL FLOOR SYSTEM SLOPED AWAYFROM UNIT FOR DRAINAGE AT ALL EXTERIOR BALCONY RAILS TO BE PREFINISHED ALL FINISH GRADE SHALL BE MINIMUM 8" BELOW FINISH FLOOR ANDSLOPE AWAY FROM BUILDING. 2.3.4. 1. 5.7. 6. 4 8 6 ELEVATION KEY NOTES STONE VENEER SYSTEMSTANDING SEAM METAL ROOFING 6" REVEAL FIBER CEMENT LAP SIDINGFIBER CEMENT PANELSPANELIZED FIBER CEMENT SYSTEM - WOOD SERIESANODIZED ALUMINUM FIBER CEMENT ACCESSORIESLIGHT FIXTUREALUMINUM GUARDRAILSPREFABRICATED ALUMINUM AWNINGGLAZINGGUTTER SYSTEM 123456789 1011 1 5 6 charlan, brock & associates, inc. hereby reserves its common law copyright and other property rights in these plans, ideas, and designs. these ideas, designs, and plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining the express written permission from c.b.a., inc. written dimensions shall have precedence over scale dimensions. Charlan Brock & Associates, AAC000798 Charles L. Charlan, Architect, AR8219 PH. 407.345.9931 OCOEE, FL 32761 2940 MAGUIRE ROAD, SUITE 500 FORE PROPERTY COMPANY planners FL •• - CBA FIVE OCOEE, FLORIDA NW 4406.21 08-11-2021 LAKE LILLY APARTMENTS 4406A2.54 BUILDING TYPE associates architects 407 660 8900 f: 407 875 9948 maitland florida 32751-7208www . cbaarchitects . com 1770 fennell street date:job no:drawn by:reviewed by:file:issue history: CITY OF OCCOEE, FLORIDA EXTERIOR ELEVATIONS FSP Submittal 08-11-2021 44'-5 5/8"TRUSS.BRG42'-6 3/4"TRUSS.BRG33'-5 5/8"T.O. PLYWD.31'-8 7/8"TRUSS.BRG22'-7 3/4"T.O. PLYWD.20'-11"TRUSS.BRG11'-9 7/8"T.O. PLYWD.10'-1 1/8"TRUSS.BRG0'-0"T.O. SLAB TYPICAL STUCCO NOTES A) CONTROL JOINTS TO BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 SQ. FT. EITHER DIRECTION OR A LENGTH TO WIDTH RATIO OF 2-1/2" TO 1".C) CONTROL JOINTS SHALL BE INSTALLED AT FLOOR LINES.JOINTS, DO NOT CUT PAPER. LATH IS NOT REQUIRED TO BE CUT AT AESTHETIC JOINTS WHERE JOINTS SHOWN ON ELEVATION EXCEED THEOPTION OF ONLY CUTTING JOINTS REQUIRED TO COMPLY WITH ASTMC-1063. B) DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18'-0" IND) METAL LATH SHALL BE DIS-CONTINUOUS (CUT) AT CONTROL REQUIREMENTS OF ASTM C-1063. AS SUCH STUCCO CONTRACTOR HAS AREAS.ASTM C-1063. WEEP SCREED SHALL BE APPLIED AT FOUNDATION. PLACE LINE AT AMIN. OF 4" ABOVE FINISHED GRADE AND MIN. OF 2" ABOVE PAVEDMETAL LATH TO BE INSTALLED OVER 60 MINUTE BUILDING PAPER PERCONTROL JOINTS TO BE INSTALLED PER ASTM C-1063 INCLUDING THEFOLLOWING REQUIREMENTS: 2.3. 1. 1 5 3 PROVIDE URETHANE SEALANT AT ALL SIDING, PANEL AND TRIMCONDITIONS.PROVIDE URETHANE SEALANT W/ BOND BREAKER OR BACKER RODDOORS. (TO PREVENT 3-SIDED ADHESION) AT PERIMETER OF WINDOWS / SUBSTRATES, SUCH AS BALCONY CEILINGS, BALCONY EXTERIORALL ATTACHMENT AND PENETRATION THROUGH THE EXTERIORCLADDING SYSTEM MUST BE SEALED AGAINST POTENTIAL WATERALUMINUM.ALL ROOF TO WALL TERMINATIONS MUST HAVE SADDLE FLASHING AT PROVIDE SEALANT JOINTS AT INTERFACE BETWEEN DISSIMILAR EDGES, EXTERIOR WALL TO SOFFIT AND CEILING CONDITIONS ECT.PROVIDE POSITIVE SLOPE 1:2 AT TOP OF METAL FLASHINGS AT TRIMBANDS, TYPICAL.INTRUSION.E XTERIOR WALLS TO BE PAINTED PRIOR TO INSTALLATION OFDOWNSPOUTS. ALL DOWNSPOUTS TO BE 6" ROUND BAKED ENAMELROOF PARAPET TERMINATION 8.9. 10.11.12.13.14. 2 7 TYPICAL ELEVATION NOTES 9 " PER FOOT. 14 TYPICAL EXTERIOR CLADDING - CEMENTITIOUS LAPPED SIDING,STONE VENEER OVER STRUCTURAL SHEATHING WITH FLUID APPLIED WEATHER CEMENTITIOUS PANEL, PANELIZED FIBER CEMENT SYSTEM AND CULTUREDBARRIER. STONE VENEER TO BE INSTALLED OVER STUCCO BASE WITH METALLATH ON DRAIN MAT ON SECOND LATER OF WEATHER RESISTIVE BARRIER.REFER TO KEYED NOTES.ALL EXTERIOR WOOD TRIM TO BE 5/4" HARDI TRIMALL PENETRATIONS MUST BE PROPERLY FLASHED AND/OR SEALED.ATTACHMENTS THROUGH EXTERIOR SKIN SHALL BE SET IN BED OF SEALANT.ALL BUILDING MOUNTED EQUIPMENT, PANELS, ETC. SHALL BE MOUNTED AFTEREXTERIOR FINISH IS APPLIED AND PAINTED. IF SEQUENCING OF CONSTRUCTIONREQUIRES MOUNTING PRIOR TO THIS, CONTRACTOR SHALL SUBMIT METHODOF MOUNTING AND WATERPROOFING TO ARCHITECT FOR APPROVAL. PLINTHBLOCKING REQUIRED AT ALL PENETRATIONS AND SURFACE MOUNTEDFIXTURES INCLUDING CULTURED STONE. ALL UNIT BALCONIES TO HAVE STRUCTURAL FLOOR SYSTEM SLOPED AWAYALL EXTERIOR BALCONY RAILS TO BE PREFINISHED FROM UNIT FOR DRAINAGE AT ALL FINISH GRADE SHALL BE MINIMUM 8" BELOW FINISH FLOOR ANDSLOPE AWAY FROM BUILDING. 2.3.4. 1. 7. 5.6. ELEVATION KEY NOTES STONE VENEER SYSTEMANODIZED ALUMINUM FIBER CEMENT ACCESSORIESALUMINUM GUARDRAILSSTANDING SEAM METAL ROOFING 6" REVEAL FIBER CEMENT LAP SIDINGFIBER CEMENT PANELSPANELIZED FIBER CEMENT SYSTEM - WOOD SERIESLIGHT FIXTUREPREFABRICATED ALUMINUM AWNINGGLAZINGGUTTER SYSTEM 123456789 1011 7 charlan, brock & associates, inc. hereby reserves its common law copyright and other property rights in these plans, ideas, and designs. these ideas, designs, and plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining the express written permission from c.b.a., inc. written dimensions shall have precedence over scale dimensions. Charlan Brock & Associates, AAC000798 Charles L. Charlan, Architect, AR8219 PH. 407.345.9931 OCOEE, FL 32761 2940 MAGUIRE ROAD, SUITE 500 FORE PROPERTY COMPANY planners FL •• - OCOEE, FLORIDA RMR 4406.21 BUILDING CARRIAGE 08-11-2021 LAKE LILLY APARTMENTS 4406A2.61 associates architects 407 660 8900 f: 407 875 9948 maitland florida 32751-7208www . cbaarchitects . com 1770 fennell street date:job no:drawn by:reviewed by:file:issue history: CITY OF OCCOEE, FLORIDA EXTERIOR ELEVATIONS FSP Submittal 08-11-2021 31'-6 7/8"TRUSS.BRG22'-5 3/4"T.O. PLYWD.20'-11"TRUSS.BRG10'-9 7/8"T.O. PLYWD.9'-1 1/8"TRUSS.BRG0'-0"T.O. SLAB 2 TYPICAL STUCCO NOTES 31'-6 7/8"TRUSS.BRG22'-5 3/4"T.O. PLYWD.20'-11"TRUSS.BRG10'-9 7/8"T.O. PLYWD.9'-1 1/8"TRUSS.BRG0'-0"T.O. SLAB A) CONTROL JOINTS TO BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 SQ. FT. EITHER DIRECTION OR A LENGTH TO WIDTH RATIO OF 2-1/2" TO 1".C) CONTROL JOINTS SHALL BE INSTALLED AT FLOOR LINES.JOINTS, DO NOT CUT PAPER. LATH IS NOT REQUIRED TO BE CUT AT AESTHETIC JOINTS WHERE JOINTS SHOWN ON ELEVATION EXCEED THEOPTION OF ONLY CUTTING JOINTS REQUIRED TO COMPLY WITH ASTMC-1063. B) DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18'-0" IND) METAL LATH SHALL BE DIS-CONTINUOUS (CUT) AT CONTROL REQUIREMENTS OF ASTM C-1063. AS SUCH STUCCO CONTRACTOR HAS AREAS.ASTM C-1063. WEEP SCREED SHALL BE APPLIED AT FOUNDATION. PLACE LINE AT AMIN. OF 4" ABOVE FINISHED GRADE AND MIN. OF 2" ABOVE PAVEDMETAL LATH TO BE INSTALLED OVER 60 MINUTE BUILDING PAPER PERCONTROL JOINTS TO BE INSTALLED PER ASTM C-1063 INCLUDING THEFOLLOWING REQUIREMENTS: 2.3. 1. 1 4 3 1 5 3 9 2 7 5 4 PROVIDE URETHANE SEALANT AT ALL SIDING, PANEL AND TRIMCONDITIONS.PROVIDE URETHANE SEALANT W/ BOND BREAKER OR BACKER ROD(TO PREVENT 3-SIDED ADHESION) AT PERIMETER OF WINDOWS /DOORS. SUBSTRATES, SUCH AS BALCONY CEILINGS, BALCONY EXTERIORALL ATTACHMENT AND PENETRATION THROUGH THE EXTERIORCLADDING SYSTEM MUST BE SEALED AGAINST POTENTIAL WATERALUMINUM.ALL ROOF TO WALL TERMINATIONS MUST HAVE SADDLE FLASHING AT PROVIDE SEALANT JOINTS AT INTERFACE BETWEEN DISSIMILAR EDGES, EXTERIOR WALL TO SOFFIT AND CEILING CONDITIONS ECT.PROVIDE POSITIVE SLOPE 1:2 AT TOP OF METAL FLASHINGS AT TRIMBANDS, TYPICAL.INTRUSION.E XTERIOR WALLS TO BE PAINTED PRIOR TO INSTALLATION OFDOWNSPOUTS. ALL DOWNSPOUTS TO BE 6" ROUND BAKED ENAMELROOF PARAPET TERMINATION 7 8.9. 10.11.12.13.14. 9 3 1 TYPICAL ELEVATION NOTES " PER FOOT. 14 TYPICAL EXTERIOR CLADDING - CEMENTITIOUS LAPPED SIDING,STONE VENEER OVER STRUCTURAL SHEATHING WITH FLUID APPLIED WEATHERALL EXTERIOR WOOD TRIM TO BE 5/4" HARDI TRIMALL PENETRATIONS MUST BE PROPERLY FLASHED AND/OR SEALED.ATTACHMENTS THROUGH EXTERIOR SKIN SHALL BE SET IN BED OF SEALANT.ALL BUILDING MOUNTED EQUIPMENT, PANELS, ETC. SHALL BE MOUNTED AFTER CEMENTITIOUS PANEL, PANELIZED FIBER CEMENT SYSTEM AND CULTUREDBARRIER. STONE VENEER TO BE INSTALLED OVER STUCCO BASE WITH METALLATH ON DRAIN MAT ON SECOND LATER OF WEATHER RESISTIVE BARRIER.REFER TO KEYED NOTES.EXTERIOR FINISH IS APPLIED AND PAINTED. IF SEQUENCING OF CONSTRUCTIONREQUIRES MOUNTING PRIOR TO THIS, CONTRACTOR SHALL SUBMIT METHODOF MOUNTING AND WATERPROOFING TO ARCHITECT FOR APPROVAL. PLINTHBLOCKING REQUIRED AT ALL PENETRATIONS AND SURFACE MOUNTEDFIXTURES INCLUDING CULTURED STONE. ALL UNIT BALCONIES TO HAVE STRUCTURAL FLOOR SYSTEM SLOPED AWAYALL EXTERIOR BALCONY RAILS TO BE PREFINISHED FROM UNIT FOR DRAINAGE AT ALL FINISH GRADE SHALL BE MINIMUM 8" BELOW FINISH FLOOR ANDSLOPE AWAY FROM BUILDING. 2.3.4. 1. 7. 5.6. 31'-6 7/8"TRUSS.BRG22'-5 3/4"T.O. PLYWD.20'-11"TRUSS.BRG10'-9 7/8"T.O. PLYWD.9'-1 1/8"TRUSS.BRG0'-0"T.O. SLAB 3 ELEVATION KEY NOTES STONE VENEER SYSTEMANODIZED ALUMINUM FIBER CEMENT ACCESSORIESALUMINUM GUARDRAILSGLAZINGSTANDING SEAM METAL ROOFINGGUTTER SYSTEM 6" REVEAL FIBER CEMENT LAP SIDINGFIBER CEMENT PANELSPANELIZED FIBER CEMENT SYSTEM - WOOD SERIESLIGHT FIXTUREPREFABRICATED ALUMINUM AWNING 9 123456789 1011 1 8 6 5 1 2 2 3 charlan, brock & associates, inc. hereby reserves its common law copyright and other property rights in these plans, ideas, and designs. these ideas, designs, and plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining the express written permission from c.b.a., inc. written dimensions shall have precedence over scale dimensions. Charlan Brock & Associates, AAC000798 Charles L. Charlan, Architect, AR8219 PH. 407.345.9931 OCOEE, FL 32761 2940 MAGUIRE ROAD, SUITE 500 FORE PROPERTY COMPANY planners FL •• - CBA OCOEE, FLORIDA RMR 4406.21 BUILDING 08-11-2021 LAKE LILLY APARTMENTS TOWNHOME 4406A2.71 associates architects 407 660 8900 f: 407 875 9948 maitland florida 32751-7208www . cbaarchitects . com 1770 fennell street date:job no:drawn by:reviewed by:file:issue history: CITY OF OCCOEE, FLORIDA EXTERIOR ELEVATIONS FSP Submittal 08-11-2021 30'-0 7/8"TRUSS.BRG20'-11 3/4"T.O. PLYWD.19'-7"TRUSS.BRG10'-5 7/8"T.O. PLYWD.9'-1 1/8"TRUSS.BRG0'-0"T.O. SLAB30'-0 7/8"TRUSS.BRG20'-11 3/4"T.O. PLYWD.19'-7"TRUSS.BRG10'-5 7/8"T.O. PLYWD.9'-1 1/8"TRUSS.BRG0'-0"T.O. SLAB 3 ELEVATION KEY NOTES STONE VENEER SYSTEMANODIZED ALUMINUM FIBER CEMENT ACCESSORIESALUMINUM GUARDRAILSGLAZINGSTANDING SEAM METAL ROOFINGGUTTER SYSTEM 6" REVEAL FIBER CEMENT LAP SIDINGFIBER CEMENT PANELSPANELIZED FIBER CEMENT SYSTEM - WOOD SERIESLIGHT FIXTUREPREFABRICATED ALUMINUM AWNING 123456789 1011 1 TYPICAL STUCCO NOTES 5 AREAS NOT MORE THAN 144 SQ. FT. EITHER DIRECTION OR A LENGTH TO WIDTH RATIO OF 2-1/2" TO 1". A) CONTROL JOINTS TO BE INSTALLED IN WALLS TO DELINEATE B) DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18'-0" INC) CONTROL JOINTS SHALL BE INSTALLED AT FLOOR LINES.D) METAL LATH SHALL BE DIS-CONTINUOUS (CUT) AT CONTROL JOINTS, DO NOT CUT PAPER. LATH IS NOT REQUIRED TO BE CUT AT AESTHETIC JOINTS WHERE JOINTS SHOWN ON ELEVATION EXCEED THEREQUIREMENTS OF ASTM C-1063. AS SUCH STUCCO CONTRACTOR HASOPTION OF ONLY CUTTING JOINTS REQUIRED TO COMPLY WITH ASTMC-1063. WEEP SCREED SHALL BE APPLIED AT FOUNDATION. PLACE LINE AT AMIN. OF 4" ABOVE FINISHED GRADE AND MIN. OF 2" ABOVE PAVEDAREAS.METAL LATH TO BE INSTALLED OVER 60 MINUTE BUILDING PAPER PERASTM C-1063.CONTROL JOINTS TO BE INSTALLED PER ASTM C-1063 INCLUDING THE FOLLOWING REQUIREMENTS: 2 2. 3. 1. 11 3 2 11 5 9 10 CONDITIONS. PROVIDE URETHANE SEALANT AT ALL SIDING, PANEL AND TRIMPROVIDE URETHANE SEALANT W/ BOND BREAKER OR BACKER ROD(TO PREVENT 3-SIDED ADHESION) AT PERIMETER OF WINDOWS /DOORS. PROVIDE SEALANT JOINTS AT INTERFACE BETWEEN DISSIMILAR SUBSTRATES, SUCH AS BALCONY CEILINGS, BALCONY EXTERIOREDGES, EXTERIOR WALL TO SOFFIT AND CEILING CONDITIONS ECT.PROVIDE POSITIVE SLOPE 1:2 AT TOP OF METAL FLASHINGS AT TRIMBANDS, TYPICAL.ALL ATTACHMENT AND PENETRATION THROUGH THE EXTERIORCLADDING SYSTEM MUST BE SEALED AGAINST POTENTIAL WATERINTRUSION.EXTERIOR WALLS TO BE PAINTED PRIOR TO INSTALLATION OFDOWNSPOUTS. ALL DOWNSPOUTS TO BE 6" ROUND BAKED ENAMELALUMINUM.ALL ROOF TO WALL TERMINATIONS MUST HAVE SADDLE FLASHING ATROOF PARAPET TERMINATION 8.9. 10.11.12.13.14. 1 7 8 TYPICAL ELEVATION NOTES 9 " PER FOOT. 6 1 4 8 6 TYPICAL EXTERIOR CLADDING - CEMENTITIOUS LAPPED SIDING,CEMENTITIOUS PANEL, PANELIZED FIBER CEMENT SYSTEM AND CULTUREDSTONE VENEER OVER STRUCTURAL SHEATHING WITH FLUID APPLIED WEATHERALL EXTERIOR WOOD TRIM TO BE 5/4" HARDI TRIMALL PENETRATIONS MUST BE PROPERLY FLASHED AND/OR SEALED.ATTACHMENTS THROUGH EXTERIOR SKIN SHALL BE SET IN BED OF SEALANT.ALL BUILDING MOUNTED EQUIPMENT, PANELS, ETC. SHALL BE MOUNTED AFTEROF MOUNTING AND WATERPROOFING TO ARCHITECT FOR APPROVAL. PLINTH BARRIER. STONE VENEER TO BE INSTALLED OVER STUCCO BASE WITH METALLATH ON DRAIN MAT ON SECOND LATER OF WEATHER RESISTIVE BARRIER.REFER TO KEYED NOTES.EXTERIOR FINISH IS APPLIED AND PAINTED. IF SEQUENCING OF CONSTRUCTIONREQUIRES MOUNTING PRIOR TO THIS, CONTRACTOR SHALL SUBMIT METHODBLOCKING REQUIRED AT ALL PENETRATIONS AND SURFACE MOUNTEDFIXTURES INCLUDING CULTURED STONE. ALL UNIT BALCONIES TO HAVE STRUCTURAL FLOOR SYSTEM SLOPED AWAYFROM UNIT FOR DRAINAGE AT ALL EXTERIOR BALCONY RAILS TO BE PREFINISHED SLOPE AWAY FROM BUILDING. ALL FINISH GRADE SHALL BE MINIMUM 8" BELOW FINISH FLOOR AND 2.3.4. 1. 7. 5.6. 7 30'-0 7/8"TRUSS.BRG20'-11 3/4"T.O. PLYWD.19'-7"TRUSS.BRG10'-5 7/8"T.O. PLYWD.9'-1 1/8"TRUSS.BRG0'-0"T.O. SLAB 9 8 7 6 2 3 5 3 21 3 charlan, brock & associates, inc. hereby reserves its common law copyright and other property rights in these plans, ideas, and designs. these ideas, designs, and plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining the express written permission from c.b.a., inc. written dimensions shall have precedence over scale dimensions. Charlan Brock & Associates, AAC000798 Charles L. Charlan, Architect, AR8219 PH. 407.345.9931 OCOEE, FL 32761 2940 MAGUIRE ROAD, SUITE 500 FORE PROPERTY COMPANY planners FL •• CBA OCOEE, FLORIDA RMR 4406.21 08-11-2021 CLUBHOUSE LAKE LILLY APARTMENTS 4406A2.81 associates architects 407 660 8900 f: 407 875 9948 maitland florida 32751-7208www . cbaarchitects . com 1770 fennell street date:job no:drawn by:reviewed by:file:issue history: CITY OF OCCOEE, FLORIDA EXTERIOR ELEVATIONS FSP Submittal 08-11-2021 TYPICAL STUCCO NOTES A) CONTROL JOINTS TO BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 SQ. FT.B) DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18'-0" IN EITHER DIRECTION OR A LENGTH TO WIDTH RATIO OF 2-1/2" TO 1".C) CONTROL JOINTS SHALL BE INSTALLED AT FLOOR LINES.D) METAL LATH SHALL BE DIS-CONTINUOUS (CUT) AT CONTROL JOINTS, DO NOT CUT PAPER. LATH IS NOT REQUIRED TO BE CUT AT AESTHETIC JOINTS WHERE JOINTS SHOWN ON ELEVATION EXCEED THEREQUIREMENTS OF ASTM C-1063. AS SUCH STUCCO CONTRACTOR HASOPTION OF ONLY CUTTING JOINTS REQUIRED TO COMPLY WITH ASTMC-1063. WEEP SCREED SHALL BE APPLIED AT FOUNDATION. PLACE LINE AT AMIN. OF 4" ABOVE FINISHED GRADE AND MIN. OF 2" ABOVE PAVEDAREAS.METAL LATH TO BE INSTALLED OVER 60 MINUTE BUILDING PAPER PERASTM C-1063.CONTROL JOINTS TO BE INSTALLED PER ASTM C-1063 INCLUDING THEFOLLOWING REQUIREMENTS: 2.3. 1. 20'-0"TRUSS BRG.16'-0"WIN.HD.HT.12'-0"TRUSS BRG.8'-0"WIN.HD.HT.20'-0"TRUSS BRG.16'-0"WIN.HD.HT.12'-0"TRUSS BRG.20'-0"TRUSS BRG.16'-0"WIN.HD.HT.12'-0"TRUSS BRG.8'-0"WIN.HD.HT.20'-0"TRUSS BRG.16'-0"WIN.HD.HT.12'-0"TRUSS BRG.8'-0"WIN.HD.HT. 18'-0"WIN.HD.HT.14'-0"WIN.HD.HT.10'-0"WIN.HD.HT.0'-0"FIN.FLR.18'-0"WIN.HD.HT.14'-0"TRUSS BRG.10'-0"WIN.HD.HT.0'-0"FIN.FLR.18'-0"WIN.HD.HT.14'-0"TRUSS BRG.10'-0"WIN.HD.HT.0'-0"FIN.FLR.18'-0"WIN.HD.HT. 14'-0"TRUSS BRG.10'-0"WIN.HD.HT.0'-0"FIN.FLR. 33 55 CONDITIONS. PROVIDE URETHANE SEALANT AT ALL SIDING, PANEL AND TRIMPROVIDE URETHANE SEALANT W/ BOND BREAKER OR BACKER ROD(TO PREVENT 3-SIDED ADHESION) AT PERIMETER OF WINDOWS /DOORS. PROVIDE SEALANT JOINTS AT INTERFACE BETWEEN DISSIMILAR SUBSTRATES, SUCH AS BALCONY CEILINGS, BALCONY EXTERIOREDGES, EXTERIOR WALL TO SOFFIT AND CEILING CONDITIONS ECT.PROVIDE POSITIVE SLOPE 1:2 AT TOP OF METAL FLASHINGS AT TRIMBANDS, TYPICAL.ALL ATTACHMENT AND PENETRATION THROUGH THE EXTERIORCLADDING SYSTEM MUST BE SEALED AGAINST POTENTIAL WATERINTRUSION.EXTERIOR WALLS TO BE PAINTED PRIOR TO INSTALLATION OFDOWNSPOUTS. ALL DOWNSPOUTS TO BE 6" ROUND BAKED ENAMELALUMINUM.ALL ROOF TO WALL TERMINATIONS MUST HAVE SADDLE FLASHING ATROOF PARAPET TERMINATION 8. 9. 10.11.12.13.14. 9 1 1 9 TYPICAL ELEVATION NOTES 2 8 " PER FOOT. 1 14 8 2 9 1 2 TYPICAL EXTERIOR CLADDING - CEMENTITIOUS LAPPED SIDING,STONE VENEER OVER STRUCTURAL SHEATHING WITH FLUID APPLIED WEATHERALL EXTERIOR WOOD TRIM TO BE 5/4" HARDI TRIMALL PENETRATIONS MUST BE PROPERLY FLASHED AND/OR SEALED.ATTACHMENTS THROUGH EXTERIOR SKIN SHALL BE SET IN BED OF SEALANT.ALL BUILDING MOUNTED EQUIPMENT, PANELS, ETC. SHALL BE MOUNTED AFTER CEMENTITIOUS PANEL, PANELIZED FIBER CEMENT SYSTEM AND CULTUREDBARRIER. STONE VENEER TO BE INSTALLED OVER STUCCO BASE WITH METALLATH ON DRAIN MAT ON SECOND LATER OF WEATHER RESISTIVE BARRIER.REFER TO KEYED NOTES.EXTERIOR FINISH IS APPLIED AND PAINTED. IF SEQUENCING OF CONSTRUCTIONREQUIRES MOUNTING PRIOR TO THIS, CONTRACTOR SHALL SUBMIT METHODOF MOUNTING AND WATERPROOFING TO ARCHITECT FOR APPROVAL. PLINTHBLOCKING REQUIRED AT ALL PENETRATIONS AND SURFACE MOUNTEDFIXTURES INCLUDING CULTURED STONE. ALL UNIT BALCONIES TO HAVE STRUCTURAL FLOOR SYSTEM SLOPED AWAYFROM UNIT FOR DRAINAGE AT ALL EXTERIOR BALCONY RAILS TO BE PREFINISHED ALL FINISH GRADE SHALL BE MINIMUM 8" BELOW FINISH FLOOR ANDSLOPE AWAY FROM BUILDING. 9 2.3.4. 1. 5.7. 4 6. 9 6 2 8 22 1 4 6 4 8 ELEVATION KEY NOTES STONE VENEER SYSTEM6" REVEAL FIBER CEMENT LAP SIDINGFIBER CEMENT PANELSPANELIZED FIBER CEMENT SYSTEM - WOOD SERIESANODIZED ALUMINUM FIBER CEMENT ACCESSORIESLIGHT FIXTUREALUMINUM GUARDRAILSPREFABRICA TED ALUMINUM AWNINGGLAZINGSTANDING SEAM METAL ROOFINGGUTTER SYSTEM 123456789 1011 3 3 4321 5 2 5 9 charlan, brock & associates, inc. hereby reserves its common law copyright and other property rights in these plans, ideas, and designs. these ideas, designs, and plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining the express written permission from c.b.a., inc. written dimensions shall have precedence over scale dimensions. Charlan Brock & Associates, AAC000798 Charles L. Charlan, Architect, AR8219 PH. 407.345.9931 OCOEE, FL 32761 2940 MAGUIRE ROAD, SUITE 500 FORE PROPERTY COMPANY planners FL •• CBA OCOEE, FLORIDA NW ANNEX 4406.21 BUILDING 08-11-2021 LAKE LILLY APARTMENTS 4406A2.91 associates architects 407 660 8900 f: 407 875 9948 maitland florida 32751-7208www . cbaarchitects . com 1770 fennell street date:job no:drawn by:reviewed by:file:issue history: CITY OF OCCOEE, FLORIDA EXTERIOR ELEVATIONS FSP Submittal 08-11-2021 10'-0"TRS BRG 10'-0"TRS BRG 16'-0"T.O. PARAPET13'-0"TO PARAPET8'-0"HD HGT0'-0" 16'-0"T.O. PARAPET13'-0"TO PARAPET8'-0"HD HGT0'-0" 10'-0"TRS BRG 10'-0"TRS BRG 3 8 16'-0"T.O. PARAPET13'-0"TO PARAPET8'-0"HD HGT0'-0" 16'-0"T.O. PARAPET13'-0"TO PARAPET8'-0"HD HGT0'-0" TYPICAL STUCCO NOTES A) CONTROL JOINTS TO BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 SQ. FT. EITHER DIRECTION OR A LENGTH TO WIDTH RATIO OF 2-1/2" TO 1".C) CONTROL JOINTS SHALL BE INSTALLED AT FLOOR LINES.JOINTS, DO NOT CUT PAPER. LATH IS NOT REQUIRED TO BE CUT AT AESTHETIC JOINTS WHERE JOINTS SHOWN ON ELEVATION EXCEED THEOPTION OF ONLY CUTTING JOINTS REQUIRED TO COMPLY WITH ASTMC-1063. B) DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18'-0" IND) METAL LATH SHALL BE DIS-CONTINUOUS (CUT) AT CONTROL REQUIREMENTS OF ASTM C-1063. AS SUCH STUCCO CONTRACTOR HAS 5 5 9 AREAS.ASTM C-1063. WEEP SCREED SHALL BE APPLIED AT FOUNDATION. PLACE LINE AT AMIN. OF 4" ABOVE FINISHED GRADE AND MIN. OF 2" ABOVE PAVEDMETAL LATH TO BE INSTALLED OVER 60 MINUTE BUILDING PAPER PERCONTROL JOINTS TO BE INSTALLED PER ASTM C-1063 INCLUDING THEFOLLOWING REQUIREMENTS: 2.3. 1. 3 3 8 9 5 1 9 •••••••• 6 •••••••• 1 3 6 1 1 9 5 9 PROVIDE URETHANE SEALANT AT ALL SIDING, PANEL AND TRIMCONDITIONS.PROVIDE URETHANE SEALANT W/ BOND BREAKER OR BACKER RODDOORS. (TO PREVENT 3-SIDED ADHESION) AT PERIMETER OF WINDOWS / SUBSTRATES, SUCH AS BALCONY CEILINGS, BALCONY EXTERIORALL ATTACHMENT AND PENETRATION THROUGH THE EXTERIORCLADDING SYSTEM MUST BE SEALED AGAINST POTENTIAL WATERALUMINUM.ALL ROOF TO WALL TERMINATIONS MUST HAVE SADDLE FLASHING AT PROVIDE SEALANT JOINTS AT INTERFACE BETWEEN DISSIMILAR EDGES, EXTERIOR WALL TO SOFFIT AND CEILING CONDITIONS ECT.PROVIDE POSITIVE SLOPE 1:2 AT TOP OF METAL FLASHINGS AT TRIMBANDS, TYPICAL.INTRUSION.E XTERIOR WALLS TO BE PAINTED PRIOR TO INSTALLATION OFDOWNSPOUTS. ALL DOWNSPOUTS TO BE 6" ROUND BAKED ENAMELROOF PARAPET TERMINATION 8.9. 9 10.11.12.13.14. 4321 TYPICAL ELEVATION NOTES " PER FOOT. 14 TYPICAL EXTERIOR CLADDING - CEMENTITIOUS LAPPED SIDING,STONE VENEER OVER STRUCTURAL SHEATHING WITH FLUID APPLIED WEATHER CEMENTITIOUS PANEL, PANELIZED FIBER CEMENT SYSTEM AND CULTUREDBARRIER. STONE VENEER TO BE INSTALLED OVER STUCCO BASE WITH METALLATH ON DRAIN MAT ON SECOND LATER OF WEATHER RESISTIVE BARRIER.REFER TO KEYED NOTES.ALL EXTERIOR WOOD TRIM TO BE 5/4" HARDI TRIMALL PENETRATIONS MUST BE PROPERLY FLASHED AND/OR SEALED.ATTACHMENTS THROUGH EXTERIOR SKIN SHALL BE SET IN BED OF SEALANT.ALL BUILDING MOUNTED EQUIPMENT, PANELS, ETC. SHALL BE MOUNTED AFTEREXTERIOR FINISH IS APPLIED AND PAINTED. IF SEQUENCING OF CONSTRUCTIONREQUIRES MOUNTING PRIOR TO THIS, CONTRACTOR SHALL SUBMIT METHODOF MOUNTING AND WATERPROOFING TO ARCHITECT FOR APPROVAL. PLINTHBLOCKING REQUIRED AT ALL PENETRATIONS AND SURFACE MOUNTEDFIXTURES INCLUDING CULTURED STONE. ALL UNIT BALCONIES TO HAVE STRUCTURAL FLOOR SYSTEM SLOPED AWAYALL EXTERIOR BALCONY RAILS TO BE PREFINISHED FROM UNIT FOR DRAINAGE AT ALL FINISH GRADE SHALL BE MINIMUM 8" BELOW FINISH FLOOR ANDSLOPE AWAY FROM BUILDING. 2.3.4. 1. 7. 5.6. ELEVATION KEY NOTES STONE VENEER SYSTEMANODIZED ALUMINUM FIBER CEMENT ACCESSORIESALUMINUM GUARDRAILSSTANDING SEAM METAL ROOFING 6" REVEAL FIBER CEMENT LAP SIDINGFIBER CEMENT PANELSPANELIZED FIBER CEMENT SYSTEM - WOOD SERIESLIGHT FIXTUREPREFABRICATED ALUMINUM AWNINGGLAZINGGUTTER SYSTEM 123456789 1011 charlan, brock & associates, inc. hereby reserves its common law copyright and other property rights in these plans, ideas, and designs. these ideas, designs, and plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining the express written permission from c.b.a., inc. written dimensions shall have precedence over scale dimensions. Charlan Brock & Associates, AAC000798 Charles L. Charlan, Architect, AR8219 PH. 407.345.9931 OCOEE, FL 32761 2940 MAGUIRE ROAD, SUITE 500 FORE PROPERTY COMPANY planners FL •• - CBA OCOEE, FLORIDA MV 4406.21 BUILDING ANCILLARY 08-11-2021 LAKE LILLY APARTMENTS 4406A2.92 associates architects 407 660 8900 f: 407 875 9948 maitland florida 32751-7208www . cbaarchitects . com 1770 fennell street date:job no:drawn by:reviewed by:file:issue history: CITY OF OCCOEE, FLORIDA EXTERIOR ELEVATIONS FSP Submittal 08-11-2021 13'-3 1/8"TO PARAPET9'-1 1/8"TRS BRG0'-0" 13'-3 1/8"TO PARAPET9'-1 1/8"TRS BRG0'-0" 13'-3 1/8"TO PARAPET9'-1 1/8"TRS BRG6'-8"HD HGT0'-0" TYPICAL STUCCO NOTES A) CONTROL JOINTS TO BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 SQ. FT. EITHER DIRECTION OR A LENGTH TO WIDTH RATIO OF 2-1/2" TO 1".C) CONTROL JOINTS SHALL BE INSTALLED AT FLOOR LINES.JOINTS, DO NOT CUT PAPER. LATH IS NOT REQUIRED TO BE CUT AT AESTHETIC JOINTS WHERE JOINTS SHOWN ON ELEVATION EXCEED THEOPTION OF ONLY CUTTING JOINTS REQUIRED TO COMPLY WITH ASTMC-1063. B) DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18'-0" IND) METAL LATH SHALL BE DIS-CONTINUOUS (CUT) AT CONTROL REQUIREMENTS OF ASTM C-1063. AS SUCH STUCCO CONTRACTOR HAS 5 AREAS.ASTM C-1063. WEEP SCREED SHALL BE APPLIED AT FOUNDATION. PLACE LINE AT AMIN. OF 4" ABOVE FINISHED GRADE AND MIN. OF 2" ABOVE PAVEDMETAL LATH TO BE INSTALLED OVER 60 MINUTE BUILDING PAPER PERCONTROL JOINTS TO BE INSTALLED PER ASTM C-1063 INCLUDING THEFOLLOWING REQUIREMENTS: 2.3. 1. 2 6 321 PROVIDE URETHANE SEALANT AT ALL SIDING, PANEL AND TRIMCONDITIONS.PROVIDE URETHANE SEALANT W/ BOND BREAKER OR BACKER RODDOORS. (TO PREVENT 3-SIDED ADHESION) AT PERIMETER OF WINDOWS / SUBSTRATES, SUCH AS BALCONY CEILINGS, BALCONY EXTERIORALL ATTACHMENT AND PENETRATION THROUGH THE EXTERIORCLADDING SYSTEM MUST BE SEALED AGAINST POTENTIAL WATERALUMINUM.ALL ROOF TO WALL TERMINATIONS MUST HAVE SADDLE FLASHING AT PROVIDE SEALANT JOINTS AT INTERFACE BETWEEN DISSIMILAR EDGES, EXTERIOR WALL TO SOFFIT AND CEILING CONDITIONS ECT.PROVIDE POSITIVE SLOPE 1:2 AT TOP OF METAL FLASHINGS AT TRIMBANDS, TYPICAL.INTRUSION.E XTERIOR WALLS TO BE PAINTED PRIOR TO INSTALLATION OFDOWNSPOUTS. ALL DOWNSPOUTS TO BE 6" ROUND BAKED ENAMELROOF PARAPET TERMINATION 9'-4"0'-0" 8.9. 10.11.12.13.14. 9'-4"0'-0" 9'-4"0'-0" 9'-4"0'-0" 1 2 TYPICAL ELEVATION NOTES " PER FOOT. 14 TYPICAL EXTERIOR CLADDING - CEMENTITIOUS LAPPED SIDING,STONE VENEER OVER STRUCTURAL SHEATHING WITH FLUID APPLIED WEATHER CEMENTITIOUS PANEL, PANELIZED FIBER CEMENT SYSTEM AND CULTUREDBARRIER. STONE VENEER TO BE INSTALLED OVER STUCCO BASE WITH METALLATH ON DRAIN MAT ON SECOND LATER OF WEATHER RESISTIVE BARRIER.REFER TO KEYED NOTES.ALL EXTERIOR WOOD TRIM TO BE 5/4" HARDI TRIMALL PENETRATIONS MUST BE PROPERLY FLASHED AND/OR SEALED.ATTACHMENTS THROUGH EXTERIOR SKIN SHALL BE SET IN BED OF SEALANT.ALL BUILDING MOUNTED EQUIPMENT, PANELS, ETC. SHALL BE MOUNTED AFTEREXTERIOR FINISH IS APPLIED AND PAINTED. IF SEQUENCING OF CONSTRUCTIONREQUIRES MOUNTING PRIOR TO THIS, CONTRACTOR SHALL SUBMIT METHODOF MOUNTING AND WATERPROOFING TO ARCHITECT FOR APPROVAL. PLINTHBLOCKING REQUIRED AT ALL PENETRATIONS AND SURFACE MOUNTEDFIXTURES INCLUDING CULTURED STONE. ALL UNIT BALCONIES TO HAVE STRUCTURAL FLOOR SYSTEM SLOPED AWAYALL EXTERIOR BALCONY RAILS TO BE PREFINISHED FROM UNIT FOR DRAINAGE AT ALL FINISH GRADE SHALL BE MINIMUM 8" BELOW FINISH FLOOR ANDSLOPE AWAY FROM BUILDING. 2.3.4. 1. 7. 5.6. 7654 ELEVATION KEY NOTES STONE VENEER SYSTEMANODIZED ALUMINUM FIBER CEMENT ACCESSORIESALUMINUM GUARDRAILSSTANDING SEAM METAL ROOFING 6" REVEAL FIBER CEMENT LAP SIDINGFIBER CEMENT PANELSPANELIZED FIBER CEMENT SYSTEM - WOOD SERIESLIGHT FIXTUREPREFABRICATED ALUMINUM AWNINGGLAZINGGUTTER SYSTEM 123456789 1011