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JENSEN BEACF AQUATIC PRESLIIVL. OCEAN GLASS RESIDENCES BUILDING 1 10101 SOUTH OCEAN DR JENSEN BEACH, FLORIDA, 34957 ISSUED FOR CONSTRUCTION i I r I i i .ft AA A CEAN DR .ORIDA, 34957 EA V 1 t.► 1 114 1 1 1 / V lj"% I PROJECT DESCRIPTION / CODE INFORMATION -THE PROJECT DESCRIPTION : PROJECT INCLUDES THE CONSTRUCTION OF 29 SINGLE FAMILY ATTACHED RESIDENCES. EACH RESIDENCE IS CONSTRUCTED AS AN INDEPENDENT STRUCTURE WITH 2 HOUR SEPARATION. PER AHJ EACH BUILDING WILL BE SUBMITED AS COMPLETE SEPARATE SET OF DRAWINGS, THE FOLLOWING SET INCLUDES INFORMATION CONCERNING BUILDING 1 DUPLEX TYPE 2, SEE AO-01 KEYPLAN. RESIDENCES ARE FOUR STORIES CONSISTING OF THE FOLLOWING: * GARAGE LEVEL WITH ENCLOSED GARAGE AND STORAGE * MAIN LEVEL WITH KITCHEN, DINING, FAMILY ROOM AND GUEST BEDROOM * THIRD LEVEL WITH 3 BEDROOMS AND 3 BATHROOMS * TOP LEVEL WITH FAMILY ROOM AND EXTERIOR OCCUPIABLE BALCONY CONSTRUCTION WILL BE CONCRETE WALL FOUNDATION AND WALL TO BOTTOM OF MAIN LEVEL, ENGINEERED LIGHT GAUGE STEEL WALLS, FLOOR JOISTS AND ROOF JOISTS. ROOFS ARE FLAT, THE BOTTOM OF THE ROOF STRUCTURE WILL BE THE CEILING AND THE TOP OF THE ROOF PANEL WILL BE THE ROOF. -ZONING: PUD (SEE THE LAND DEVELOPMENT DRAWINGS FOR DETAILED SITE DATA) -OCCUPANCY TYPE: R-3 ATTACHED -CONSTRUCTION TYPE: 5B SPRINKLERED 420.5 - AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH 903.3.1.2 REQUIRED THROUGHOUT (S13R TYPE SYSTEM) -BUILDING HEIGHT: ALLOWED: 35' PROPOSED: 43' BUILDING HEIGHT HEREIN STATED AS ("ALLOWED: 35' ") WAS INCREASED THROGH VARIANCE PROCESS. SEE VARIANCE CERTIFICATION DOCUMENT. -FLORIDA BUILDING CODES The applicable codes in the State of Florida are: * Florida Building Code- Accessibility / 7th Edition (2020) *Florida Building Code- Building / 7th Edition (2020) *Florida Building Code- Energy Conservation / 7th Edition (2020) *Florida Building Code- Existing Building / 7th Edition (2020) *Florida Building Code- Fuel Gas / 7th Edition (2020) *Florida Building Code- Mechanical / 7th Edition (2020) *Florida Building Code- Plumbing / 7th Edition (2020) *Florida Building Code- Electrical / 7th Edition (2020) GENERAL NOTES Reviewed for Code Compliance Universal Engineering ID Sciences Reviewed to- Compliar. Universal E_ng, G9 Sciences 1- ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE LATEST EDITION OF THE APPLICABLE BUILDING CODES AND ORDINANCE. 2- THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR, NOR HAVE ANY CONTROL OR CHARGE OF THE CONSTRUCTION MEANS, METHODS OR SEQUENCES FOR SAFETY PRECAUTIONS AND PROGRAMS. 3- DO NOT SCALE DRAWINGS, USE DIMENSIONS SHOWN ON DRAWINGS. CONTRACTOR SHALL_ BE RESPONSIBLE FOR AND VERIFY ALL DIMENSIONS IN FIELD. 4- IN THE EVENT THERE ARE FOUND DISCREPANCIES OR AMBIGUITIES IN, OR OMISSION FROM THE SPECIFICATIONS OR DRAWINGS, OR SHOULD THERE BE DOUBT AS TO THEIR MEANING AND INTENT, THE ARCHITECT SHALL BE NOTIFIED IN WRITING TO PROVIDE CLARIFICATION. 5- CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND BE RESPONSIBLE FOR THE SAME. 6- THE CONTRACTOR SHALL PROVIDE ALL SUPPLEMENTAL MATERIAL REQUIRED TO PROPERLY INSTALL SUPPORT AND BRACE ALL ITEMS AND COMPONENTS WITHIN THE WORK. 7- THE CONTRACTOR SHALL OBTAIN FROM ALL SUB -CONTRACTORS THE SIZE AND LOCATION OF ALL OPENINGS TO BE PROVIDED BY THE RESPECTIVE TRADE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION, SIZE AND DETAIL. 8- ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PREASSURE TREATED. 9- INSTALL ALL PRODUCTS ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. 10- INSTALL ALL PRODUCTS ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. THRESHOLD BUILDING STATEMENT THAT, TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH THIS SECTION AND CHAPTER 633, FLORIDA STATUTES. DUPLEX BUILDING GENERAL NOTE DUPLEX BUILDING CONFIGURATION TYPE 1 Et 2 IS EVIDENT ON GARAGE/GROUND LEVEL ONLY. DIMENSIONS REFERING TO THE LONG RUN OF THE FOOTPRINT WILL VARY ON EACH TYPE. TO IDENTIFY LOCATION SEE UNIT TYPE SCHEDULE ON AO-0I AND DETAIL 1,A1-20 OF EACH DUPLEX BUILDING SET OF DRAWINGS ONLY. ARCHITECTURAL MECHANICAL SHEET NUMBER SHEET NAME KEY PLAN SHEET NUMBER SHEET NAME AO-01 MO-01 MECHANICAL GENERAL NOTES AO-07 MOMENT FRAME DIAGRAM FLOOR PLAN M1-01 INTERIOR UNIT MECHANICAL FLOOR PLANS AO-08 MOMENT FRAME DIAGRAM SECTIONS M1-02 INTERIOR UNIT MECHANICAL FLOOR PLAN AO-09 FIRE WALL ASSEMBLY M1-03 INTERIOR UNIT MECHANICAL FLOOR PLAN AO- 1OA FIREWALL SHAFTLINER M2-01 DLUPLEX GROUND Et GARAGE MECH. FLOOR PLANS AO- 1OB FIREWALL SHAFTLINER M2-02 DUPLEX MECHANICAL FLOOR PLANS AO- 1OC FIREWALL SHAFTLINER M2-03 DUPLEX MECHANICAL ROOF PLANS AO-11 STEEL STRUCTURE FIRE PROTECTION M3-01 END UNIT TYPE 1 MECHANICAL FLOOR PLANS AO-12 STEEL STRUCTURE FIRE PROTECTION M3-02 END UNIT TYPE 1 MECHANICAL THITD FLOOR Et ROOF PLAN AO-13 STEEL STRUCTURE FIRE PROTECTION M4-01 END UNIT TYPE 2 MECHANICAL FLOOR PLANS AO-14 ROOFEtFLOOR SYS ABOVE GARAGE FIRE-P M4-02 END UNIT TYPE 2 MECHANICAL THIRD FLOOR Et ROOF PLAN AO-15 ROOFEtFLOOR SYS ABOVE GARAGE FIRE-P M5-00 MECHANICAL SCHEDULES M6-00 MECHANICAL DETAILS AO-18 STC WALL TEST M6-01 MECHANICAL DETAILS CONTD. Al-10 BUILDING 1 DUPLEX TYPE 2 FLOOR PLANS Al -11 BUILDING 1 DUPLEX TYPE 2 ELEVATIONS ELECTRICAL Al -20 BUILDING 1 DUPLEX TYPE 2 FLOOR PLANS EO-01 ELECTRICAL GENERAL NOTES Al -21 BUILDING 1 DUPLEX TYPE 2 FLOOR PLANS E1-00 ELECTRICAL SITE PLAN Al -22 BUILDING 1 DUPLEX TYPE 2 FLOOR PLANS E1-01 INTERIOR UNIT ELECTRICAL FLOOR PLAN Al -23 BUILDING 1 DUPLEX TYPE 2 FLOOR PLANS E1-02 INTERIOR UNIT ELECTRICAL FLOOR PLAN Al-24 BUILDING 1 DUPLEX TYPE 2 FLOOR PLANS DUPLEX RCP E1-03 INTERIOR UNIT ELECTRICAL FLOOR PLAN Al-25 E2-01 DUPLEX GRND Et GARAGE ELEC FLOOR PLAN Al-26 DUPLEX RCP E2-02 DUPLEX 2ND Et 3RD FLOOR ELECTRICAL PLAN Al-30 BUILDING 1 DUPLEX TYPE 2 ELEVATIONS E2-03 DUPLEX ELECTRICAL ROOF PLAN Al-31 BUILDING 1 DUPLEX TYPE 2 ELEVATIONS E3-01 END UNIT TYPE 1 ELECTRICAL FLOOR PLANS Al-32 BUILDING 1 DUPLEX TYPE 2 ELEVATIONS E3-02 END UNIT TYPE 1 ELECTRICAL FLOOR PLANS Al-40 TYPICAL ENLARGED FLOOR PLANS E4-01 END UNIT TYPE 2 ELECTRICAL FLOOR PLANS Al-41 STAIRS SCHEDULE E4-02 END UNIT TYPE 2 ELECTRICAL FLOOR PLANS Al-42 STAIR SCHEDULE BUILDING SECTIONS E5-01 ELECTRICAL PLAN SCHEDULE Et RISER DIAGRAM Al-50 PLUMBING Al-51 BUILDING SECTIONS PO-01 PLUMBING GENERAL NOTES SYMBOLS Et SCHEDULE Al-52 BUILDING SECTIONS P1-00 PLUMBING SITE PLAN Al-53 BUILDING SECTIONS P1-01 INTERIOR UNIT PLUMBING FLOOR PLAN Al-60 WALL SECTIONS _ P1-02 INTERIOR UNIT PLUMBING FLOOR PLAN Al-61 WALL SECTIONS P1-03 INTERIOR UNIT PLUMBING FLOOR PLAN Al -62 DETAILS P2-01 DUPLEX GARAGE PLUMBING FLOOR PLAN Al-63 DETAILS P2-02 DUPLEX GROUND FLOOR PLUMBING PLAN Al-64 DETAILS P2-03 DUPLEX SECOND Et THIRD PLUMBING FLOOR PLANS Al -65 THERMASTEEL SIP P2-04 DUPLEX PLUMBING ROOF PLANS Al-66 INTERIOR ELEVATIONS P3-01 END UNIT TYPE 1 PLUMBING FLOOR PLANS Al-67 Unnamed P3-02 END UNIT TYPE 1 PLUMBING ROOF PLANS Al-68 STAIR P4-01 END UNIT TYPE 2 PLUMBING FLOOR PLANS Al-70 WINDOW SCHEDULE P4-02 END UNIT TYPE 2 PLUMBING ROOF PLANS Al -71 EXTERIOR FENESTRATION SCHEDULE I`r.."" Planning& Development Services Department Buil�ling& Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553 Certification for Design Load Compliance; ProleetNlame: OCEAN GLASS RESIDENCE &MARINA Project Address: 101 SOUTH OCEAN DR JENSEN BEACH, FLOMA, 34957 Permit#: Occupancy Type: R-3Construction Type: SB SPRMIKLERED` INSTRUCTIONS FOR USE:; This certification mustbe completed, signed;; and sealed by the design professional of record.` *Submit(2) copiesfor residential, (3) copiesfor commercial with all permit applications involving thefollowing: o New Residences (single or multi -family) o Residential Addition'' o Any accessory structure requiring a; building permit o Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior, structural elements are affected and certain minor building permits at the discretion of the local building official, Contact the 4 above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1, DESIGRC,ODE: Florida Building Code Sixth Edition with 20 20_SupplementsusingASCE710 2. Structure Designed as (check one); X Enclosed _Partially Enclosed _Open 3. Risk Category: I X 11 III IV Exposure Category,: B C �D 4 Design Wind Velocity 161 mph ASD LRFD End Zone Width: ft. 5. Mean'Roof Height; 42'-0" ft Roof Pitch: 1f4" ,12 Parapet: V-0" ft b. Components & Cladding Design Pressures Used: (PSF, based on 10sgfto- 15'MP.H, clearly label on all plan openings): Zone 1 done 2 Zone 3: Zone 4:" Zone 5. Garage: 7. Design Loads. Floor: PSF Roof/'Dead: PSF Roof/Lives Balcony: PSI Dock: PSF Deck: PSF Stairs. PSFFence, PSF Railings: PSF g Were Shear Walls Considered For Structure? X Yes ____NlotApplicable Explain Why Not: -72 E ERIOR FENEST iLE SHEET NUMBER SHEET NAME S131-01 STRUCTURAL DESIGN NOTES S131-02 FOUNDATION PLAN S131-03 FOUNDATION DETAILS SB1-04 FOUNDATION DETAILS SB1-05 MAIN FLOOR PLAN S131-06 SECOND FLOOR PLAN SB1-07 THIRD FLOOR PLAN SB1-08 ROOF FLOOR PLAN S131-09 GARAGE WALL PLAN S131-10 GROUND FLOOR PLAN SHEAR WALL PLAN S131-11 SECOND FLOOR PLAN SHEAR WALL PLAN S131-12 THIRD FLOOR PLAN SHEAR WALL PLAN SB1-13 STEEL MOMENT FRAME DETAILS 561-14 STEEL MOMENT FRAME DETAILS SB1-15 DETAILS S131-16 T A IHI�_ DF_IS - -- - - - - - DEFERRED SUBMITTALS ROOFTOP DECKING ROOFING TPO MEMBRANE EXTERIOR RAILINGS ON ROOF TOP Et BALCONIES EXTERIOR KITCHEN APPLIANCES MISCELANEOUS RED STEEL MEMBERS g. IsAContirluous Load Path Provided? X Yes NotApplicable Explain Why Plot:; NICHIHA WALL SIDING 10, Design Soil Bearing Pressure:_` PSF Soil Test Reports Submitted?' Yes' DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that to the best of my knowledge and belief, the attached plans & specifications have been designed t comply with the applicable structural portions of thebuildingcodes currently adopted and enforced by St. Luci' County. I also certify that structural elements depicted on these plans provide adequate resistance to the desigi forces specified: Print fume Cert# & Co Cert.Auth. Signature, Date, and Seal NICHIHA ARCHITECTURAL WALL PANEL NICHIHA EXTERIOR SOFFIT PANELS ALUCOBOND COMPOSITE METAL PANEL WINDOW SYSTEMS GARAGE ROLL UP DOOR WITH FLOOD VENTS INTEGRATED TROUGH WALL FLOOD VENT DEVICE INTERIOR GLASS RAILINGS FIRE SPRINKLER SHOP DRAWINGS Revised 12/07/2018 Cornpar- Name & Address wrieht ahl 11C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 EP 0 St. W+rr LA W V Z W Q w rn > V) M Q LLJ z o is o u N o� N =_ ~u C) dw J o f- co o z C) V r- w o vi z z w V no noPF stamp of.FLO� I t;� - !O VAT G 2, X Y 100540 v - /SrFRED This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., a is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. 02018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description_ Date 2 Revision �? 11 /11 /20 sheet title: COVER SHEET project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION SOUTH DEN A DRIVE CODE ANALYSIS -OCCUPANCY GROUP CLASSIFICATION: R-3 ATTACHED -CONSTRUCTION TYPE: 5B SPRINKLERED -ALLOWED BUILDING HEIGHT: 35'-0" -PROPOSED BUILDING HEIGHT: 43'-0" (SEE VARIANCE DOCUMENT) -PARAPET MINIMUM HEIGHT ALLOWED: 30" -NO PARAPET PROPOSED -SIDE (EAST) EXTERIOR WALL FIRE RATING REQUIRED: NOT REQUIRED PER 2020 FBC SEVENTH EDITION TABLE 601 Et 602 -SIDE (EAST) FIRE SEPARATION : 19'-1" (SEE KEY PLAN) -SIDE (EAST) ALLOWABLE OPENING AREA: (SEE NOTE 1 BELOW) -SIDE (EAST) PROPOSED OPENING AREA : 1% -REAR (SOUTH) EXTERIOR WALL FIRE RATING REQUIRED: 1 HR RATED ON BOTH SIDES (SEE NOTE 2) -REAR (SOUTH) FIRE SEPARATION : 9'-6" (SEE KEY PLAN) -REAR (SOUTH) ALLOWABLE OPENING AREA: (SEE NOTE 1 BELOW) -REAR (SOUTH) PROPOSED OPENING AREA: 50% -FRONT (NORTH) SOUTH EXTERIOR WALL FIRE RATING REQUIRED: NOT REQUIRED PER 2020 FBC SEVENTH EDITION TABLE 601 Et 602 -FRONT (NORTH) FIRE SEPARATION : 108'-1" (SEE KEY PLAN) -FRONT (NORTH) ALLOWABLE OPENING AREA: (SEE NOTE 1 BELOW) -FRONT (NORTH) PROPOSED OPENING AREA: 50% -SIDE (WEST) EXTERIOR WALL FIRE RATING REQUIRED: 1 HR RATED ON BOTH SIDES (SEE NOTE 2) -SIDE (EAST) FIRE SEPARATION : 9'-1" (SEE KEY PLAN) -SIDE (WEST)ALLOWABLE OPENING AREA: (SEE NOTE 1 BELOW) -SIDE (WEST)PROPOSED OPENING AREA: 1 NOTES: 1- PER 2020 FBC SEVENTH EDITION TABLE 705.8 NOTE 'if" THE FOLLOWING STATEMENT IS APPLICABLE; "The area of unprotected and protected openings shalt not be limited for Group R-3 occupancies, with a fire separation distance of 5 feet or greater." 2- PER 2020 FBC SEVENTH EDITION 705.5; REQUIRED FIRE -RESISTANCE RATING OF EXTERIOR WALLS WITH A FIRE SEPARATION DISTANCE OF GREATER THAN 10 FT SHALL BE RATED FOR EXPOSURE TO FIRE FROM THE INSIDE. REQUIRED FIRE -RESISTANCE RATING OF EXTERIOR WALLS WITH A FIRE SEPARATION DISTANCE OF LESS THAN OR EQUAL TO 10 FT SHALL BE RATED FOR EXPOSURE TO FIRE FROM BOTH SIDES. 3- ARCHITECTURAL SITE PLAN HEREIN PROVIDED Et FIRE SEPARATION ANALYSIS REFERS TO DUPLEX BUILDING 1.(SEE PLAN) 4- ADJACENT BUILDINGS CONSIDERED FOR THE FIRE SEPARATION ANALYSIS ARE BUILDING 9, BUILDING 2 Et BUILDING 6 WHICH ARE BEING MEASURED IN A STRAIGHT LINE PERPENDICULARLY TO BUILDING 1. (SEE PLAN) UNIT TYPE SCHEDULE UNIT TYPE UNIT SITE LOCATION INTERIOR UNIT TYPE 1 15,17,21,25,27 INTERIOR UNIT TYPE 2 16,20,22,26,28 END UNIT TYPE 1 14,19,24 END UNIT TYPE 2 18,23,29 DUPLEX TYPE 1 5,6,7,8,9,10,11,12 DUPLEX TYPE 2 1,2,3,4 DUPLEX TYPE 2 AREA SUMMARY AREA SF FIRST FLOOR 1,282 SF SECOND FLOOR 11316 SF TH I RD FLOOR 752 SF TOTAL 3,350 SF 17168 SF GARAGE wri ht arh,fec l 11C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 W r, u7 LIJ ON � � M LU z o Wo u o i N = t/i _ ~u Q = Q LnW m w O L/N Z z W i 0�J stamp: E OF F4O m 100540A�c 1 This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., Et is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. ®2018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date 2 Rdf&ion 2 11 1311(� M IFC 12/15/20 sheet title: KEY PLAN project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: AO=01 ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION 4 BUILDING 1 THIRD FLOOR �-O 1 /8" = 1'-0" A� BUILDING 1 SECOND FLOOR AO-07% 1 /8" = 1'-0" '� BUILDING 1 FIRST FLOOR AO-07% 1 /8" = 1'-0" Reviewed tog Code J� BUILDING 1 GARAGE AO-07% 1 /8" = 1'-0" wrieht arhl 11C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 V W V Z LLI ID N W Q J Z Q W V O w rn > F7 M M Q z 0 w IY U OJ O li ~U 0 O QLn UJ co oz w o Ln z w stamp: F4 O 5 .GH7- m' 70 ', mod' 1005 p • I AR��� 4.• This drawing is the property of WRIGHT GARDNER ARCHITECT, LL ., ri is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. ®2018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date IFC 12/15/20 sheet title: MOMENT FRAME DIAGRAM FLOOR PLAN project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: AO=07 ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION 1 ik ROOF. lu OMF BEAM W 8X37 I OMF COLUMN �W 8X331 -- ; v I� OMF BEAM � THIRD FLOOR_ WBX46 III OMF COLUMN II W 8X48 SECOND FLOOR. I OMF COLUMN W BX76 I ® MAIN FLOOR. 2 GROUND FLOOR. 5.5"EXTERNAL THERNIAS L HURRICANE PAN L HORIZONTAL 1 ` STEEL BRACE OMF BEAM —ROOF. HSS 16.6. 7' � W 'I / HORIZONTAL STEEL BRACE_ — HSS 5.5 x5.5x � I OMF COLUMN �vT WI 1 OMF BEAM W 8X48—\ III , OM1CW 8M T I 1 HORIZONTAL STEEL BRACE OMF BEAM — HSS 5.5x5.5x ��� W 8%6 — I� OMF COLUMN W BX78 11"R.C.WALL I I // 5 OMF DIAGRAM AO-08 1 /4" = V-0" 4 OMF COLUMN W 8X37 2L 4"1"x 79 S=g' BRACING OMF BEAM 1 W 8X21 OMF COLUMN W 8X48 2L,I'-'x �'% S=g' BRACING II -� OMF BEAM W BX21 21-4'W'x ', S=8' BRACING OMF COLUMN W BX76 1 10 " R.C.SLAB 2 UASWA 3 OMF DIAGRAM ELEVATION �-08 1 /4" = V-0" 4 OMF D IAG RAM AO-08 1 /4" = V-0" O Q O Universal Engineerlrlu, Sciences 11i �2; i�3J r SEE REVISED DATA ON THESE PAGE. OMF DIAGRAM ELEVATION AO-08 1 /4" = V-0" 1- ALL STEEL MOMENT FRAME TO BE COATED BY INTUMESCENT PAINT PER UL LISTING ON AO-11 TO AO-13 2- CONCRETE FOUNDATION WALLS AND MOMENT FRAME CONCRETE MEMBERS SHALL NOT BE COATED. 3- COLD FORMED STEEL JOISTS Et CONT. BLOCKING BY SUPER STUD SHALL NOT BE COATED. 1 2 wri ht arh�e[ 11C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 LA W V Z W 1-1 Q W rn � � M zo �W/ li W O V O � c%i = ~ U Q = O Q J W m 0 oz w O Ln Z r- z W stamp: • Z' 100540 C� ; • �D ARC Z�I This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., I3 is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. 02018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date 2 Revision 2 Date 2 IFC 12/15/20 sheet title: MOMENT FRAME D I AG RAM SECTIONS project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: AO=08 ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION HOT AIR WELDED MEMBRANE STRIP OVER SEAM PLATE TPO MEMBRANE OVER j TA LUMINUM ANGLE BREAKAWAY CLIPS ALUMINUM ROOF. DRAGON BOARD ROOF - - - -- t- - NGLE BREAKAWAY CLIPS C EACH FLOOR LEVEL,SHEATHING &t SUPER STUD0'-0 MAX. PER INSTALLATION INSTRUCTIONS 48' - 4" METAL ROOF JOISTS PROIDED ON AO-10A TRHOUGH AO-10C �-CUT EDGE SEALANT INSULATION TWO LAYERS OF TYPE X GPBOARD 2 LAYER OF 1" THICK TOUGHROCK SHAFTLINER OR DENSGLASS INSERTED FIRE BLOCKING ON BOTH SIDES OF AREA IN H-STUDS C 24" O.0 , SEE AO-10A SEPARATION WALL C EVERY FLOOR LEVEL TRHOUGH AO-10C ----- 3 1 /2" THERMASTEEL — S.I.P STC RATING 50 MIN. REQUIRED ALUMINUM ANGLE BREAKAWAY CLIPS C EACH FLOOR LEVEL, 10'-0 MAX. PER INSTALLATION INSTRUCTIONS PROIDED ON AO-10A TRHOUGH AO-10C 2 LAYER OF 1" THICK TOUGHROCK SHAFTLINER OR DENSGLASS INSERTED IN H-STUDS @ 24" O.0 , SEE AO-10A TRHOUGH AO-10C 3 1 /2" THERMASTEEL S.I.P STC RATING 50 MIN. REQUIRED - ALUMINUM ANGLE BREAKAWAY CLIPS C 6" WIDE 1 /2" DENSARMOR PLUS FIREGARD METAL COVERS ON EACH SIDE OF STUD, SEE AO-10A TRHOUGH AO-10C —CONCRETE SUBFLOOR SHEATHING OVER SUPER STUD METAL FLOOR SYSTEM THIRD FLOOR, �� 36' - 11 3/4" V "H" SHAPED STUD GALVANIZED STEEL @ 24" O.0 MAX. SEE AO-07 DOCUMENT FIRE BLOCKING ON BOTH SIDES OF AREA SEPARATION WALL C EVERY FLOOR LEVEL 6" WIDE 1 /2" DENSARMOR PLUS FIREGARD METAL COVERS ON EACH SIDE OF STUD, SEE AO-10A TRHOUGH AO-10C CONCRETE SUBFLOOR SHEATHING OVER SUPER STUD METAL FLOOR SYSTEM -- SECOND FLOOR 26' - 11 3/4 EACH FLOOR LEVEL, 10'-0 MAX. PER----"H" SHAPED STUD GALVANIZED STEEL @ 24" INSTALLATION INSTRUCTIONS PROIDED O.0 MAX. SEE AO-10A TRHOUGH AO-10C ON AO-10A TRHOUGH AO-10C FIRE BLOCKING ON BOTH SIDES OF AREA SEPARATION WALL @ EVERY FLOOR LEVEL 3 1 /2" THERMASTEEL S.I.P STC RATING 50 MIN. REQUIRED FIRE BLOCKING ON BOTH SIDES OF AREA 2 LAYER OF 1" THICK TOUGHROCK SEPARATION WALL @ EVERY FLOOR LEVEL SHAFTLINER OR DENSGLASS INSERTED IN H-STUDS C 24" O.0 , SEE AO-10A DRAGON BOARD SUBFLOOR TRHOUGH AO-10C SHEATHING OVER SUPER "C" SHAPED STUD METAL FLOOR SYSTEM GALVANIZED TRACK---,- i MAIN FLOOR - /4' 2 LAYERS OF 5/8" GYPBOARD TYPE INSULATION X @ UNDERSIDE OF FLOOR SYSTEM NOTES: CONCRETE PARTY 1-CONTRACTOR TO INSTALL FIRE WALL ASSEMBLY PER ALL WALL, SEE STRUCTURAL = MANUFACTURERS REQUIREMENTS. SEE AO-10A TRHOUGH AO-10C GARAGE GARAGE 2- SEE SPECIAL CONDITIONS, ITEM 8 FOR FIREBLOCKING OPTIONS. — � �FIRE WALL SECTION AO-09 1" = V-0" MOMENT FRAME COLUMN, SEE STRUCTURAL INSTALL ALUMINUM BREAKAWAY CLIPS C 24" O.0 ATTACHED TO EACH VERTICAL "H" STUD 6" WIDE 1 /2" DENSARMOR PLUS FIREGARD METAL COVERS ON EACH SIDE OF STUD, SEE AO-10A TRHOUGH AO-10C 3 1 /2" THERMASTEEL S.I.P "C" SHAPED STUD GALVANIZED STEEL ATTACHED TO MOMENT FRAME _'—INSTUMESCENT COAT TO BE APPLYED TO ALL MOMENT o FRAME MEMBERS, SEE N AO-09,AO-10,AO-11 TWO LAYERS OF 1" DENS GLASS SHAFTLINER. NOMINAL SIZE 2'-0" X 8'-0", SEE AO-10 STC RATING 50 MIN. REQUIRED I "H" SHAPED STUD GALVANIZED STEEL @ 24" O.0 MAX. SEE AO-1 OA TRHOUGH AO- 1OC C FLOOR PLAN FIRE WALL SEPARATION BACK AO-09) 1" = V-0" ■ wri ht Rar e rc i ec ��C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 "H" SHAPED STUD GALVANIZED STEEL @ 24" O.0 MAX. SEE 6" WIDE 1 /2" DENSARMOR PLUS AO-10A TRHOUGH AO-10C FI REGARD METAL COVERS ON EACH SIDE OF STUD, SEE AO-10A TRHOUGH AO-10C INSTALL ALUMINUM BREAKAWAY CLIPS C 24" O.0 ATTACHED TO EACH VERTICAL "H" STUD W „ C SHAPED STUD GALVANIZED V TWO LAYERS OF 1" DENS STEEL ATTACHED TO MOMENT Z GLASS SHAFTLINER. `.p FRAME �= ,ter, NOMINAL SIZE 2'-0" X LLJ > v 8'-0", SEE AO-10 ., N o Q INSTUMESCENT COAT TO BE W z o _ APPLYED TO ALL MOMENT w o LA FRAME MEMBERS, SEE p U_ _L _ AO-09,AO-10,AO-11 N _ w f'.• J m 6" WIDE 1 /2" DENSARMOR PLUS " MOMENT FRAME COLUMN, o FIREGARD METAL COVERS ON o SEE STRUCTURAL N z EACH SIDE OF STUD, SEE AO-10A Z TRHOUGH AO-10C - -- ----- -- `V INSTALL ALUMINUM BREAKAWAY CLIPS C 24" Q O.0 ATTACHED TO EACH VERTICAL "H" STUD W 3 1 /2" THERMASTEEL S.I.P STC RATING 50 MIN. REQUIRED--- 0 f0Q Nµ - "H" SHAPED STUD GALVANIZED STEEL C 24" O.0 MAX. SEE AO-10A TRHOUGH AO-10C 6 FLOOR PLAN FIRE WALL SEPARATION AO-09 1" = 1'-0" INSTALL ALUMINUM BREAKAWAY CLIPS C 24" O.0 ATTACHED TO EACH VERTICAL "H" STUD H SHAPED STUD GALVANIZED STEEL C 24" O.0 MAX. SEE AO-07 DOCUMENT 0 fV "C" SHAPED GALVANIZED TRACK "L" SHAPE SHIM METAL TRIM ------ SEALANT OVER NICHIHA SHINGLE FLANGE BACKER NICHIHA SPACER W/ FASTENER OVER MOISTURE BARRIER 3 1 /2" THERMASTEEL S.I.P STC RATING 50 MIN. REQUIRED 6" WIDE 1 /2" DENSARMOR PLUS FIREGARD METAL COVERS ON EACH SIDE OF STUD, SEE AO-10A TRHOUGH AO-10C TWO LAYERS OF 1" DENS GLASS SHAFTLINER. NOMINAL SIZE 2'-0" X 0 8'-0", SEE AO-10 C� A I A I GP EXTERIOR DENSEGLASS SHEATHING PER AO-01 FIRE SEPARATION ANALYSIS NICHIHA VINTAGE WALL PANEL MOMENT FRAME COLUMN, SEE STRUCTURAL INSTUMESCENT COAT TO BE APPLYED TO ALL MOMENT FRAME MEMBERS, SEE AO-09,AO-10,AO-11 (_A_FLOOR PLAN FIRE WALL SEPARATION FRONT AO-09 1" = V-0" stamp: This drawing is the property of WRIGHT GARDNER ARCHITEC, LLC., 8. is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. (02018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date IFC 12/15/20 sheet title: FIRE WALL ASSEMBLY project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: AO=09 ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION Aftri'bute Value Criteria ASTM El 19 CSI Code 09 21 16.33 Gypsum Board Area Separation Wall Assemblies, Fire Resistance 2 Hour Fire Rated I ntertek Services Certification Listed or Inspected LISTED Listing Section WALL ASSEMBLIES Spec ID 20808 Georgia-Pacific Gypsum, LLC 120808 1 Rev: Jun, 21 201911:39AM I Uncontrolled Copy Report prepared for public access on 3/23/2020 11:11:05 AM GPNVA 120-05 DIRECT tfA ri%nxuza�w v*eftek Reviewed for Code COMPIlance Universal Engineering .93 Saen(,p.s 1. CERTIFIED MANUFACTURER- Georgia-Pacific 2. Gypsum Board: Metal covered using 6'in. (152 Date Issued: June 5,2019 Page 1 of 1 Pr 0 wri ht ar e rcki ecl 11C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 r_1 W Ln W 0% > UJ z < LU o U _J 0 LZ 0 < U) LU co 0 co Z v— LL1 C) L/) z Z LAJ stamp: 9!� f4 0 H 7- 100540 A, C-) ARC I i This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., Et is not to be reproduced or copied in whole or in part. it is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. 02018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date 1FC 12/15/20 sheet title: Page 2 of'A Georgia-Pacific Gypsum, LLC 120808 1 Rev: Jun 21 2019 11:39AM I Uncontrolled Copy Page 4 of 4 FIREWALL SHAFTLINER PARTY WALL FIRE SEPARATION 1 " = V-0" project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: ❑ AO= 1 OA NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION DensGllass, Shaftliner Area Separation Walls AKtnx Georglla4tKift GYPSUM Installation Instructiotis The Area Separation Wallis constructed once the f ram Ing for one townhouse unit is complete and prior to the construction of the adjacent unit. The solid • 2" (51 mm) Area Separation:Wall is constructed a minimum 3/4" �1 9 mm) away from the adjacent framing, which is typically constructed from wood. In many cases the Area Separation Wall is positioned 1 " (25A mm) away from the wall framing to accommodate the 1 " (25.4 mm) DensGIasso Shaftliner panels used as fireblocking between the floor levels. The UL Design U373 and U375 Area Separation Wall assemblies were evaluated at a height up to 44'(13,411 mm) and the ITS HI GP `A 170-04 Area Separation Wall assemblies were evaluated at a height up to 69 J.20,726 mm). To view installation video, visit http-//www..gpgypsum.com (DensGIass Shaftliner). Erecting the 2" (51 mm) Area Separation Wall 1. Position 2" �1 mm) C-Track a minimum 3/4" (19 mm from the framed wall of the adjacent unit. Fasten -Track to foundation with fasteners spaced a maximum of 24" (610 mm) o.c. When specified, apply a minimum 1/4" (6 mm) bead of acoustical sealant under the C-1rack for acoustical privacy. Run the G-TraQkto the end of the foundation, In case of offset units, see 15 under Special Conditions. 2. Start the wall with a vertical C-Track at one end. Ifistall two 1 " (25.4 mm) shaftliner panels vertically with either side facing out* into the C-Track at one end of the area separation wall. Install the H-stud into the C-track and over the double beveled edges of the shaftliner panels and continue alternately until the wall has reached the opposite. end of the foundation. Terminate the wall usinga C-Track. The vertical C-Tracks at each end of the wal I should be attached in the corners to the horizontal sections the C-Trock using a minimum of one 318" (9 mm), minimum length an head screw. Vertical C-Tracks at end of walls should be attached to wall sheathing. Note: Some authofities may require labeling to be visible. 1 Cap the first section or row of the Area Separation Wall with a C-Track and attach to the vertical C-Track in the corners using a minimum of one 3/8" (9 mm) minimum length pan head screw. 4. Dreakawav clit)s swn the minimum 3/4" (19 mm) air si)ace, and provide a fusible link between the H-studs and the aidlacent wall • When either the UL Design U373 or U375 Area Separation Wall assembly is specif led, the. breakaway clips should be located vertically at each floor level 10'0"(3048mm) o,c. and horizontally on every H-stud 24" (610mm) o.c. When the total height of the Area Separation Wall exceeds 23(7010mm), breakaway clips shall be installed every 5'0" (1524 mm) for the lower 2Y (6096mm) and every 10'0"(3048 mm) for the upper 20" (7315mm) of the wal I assembly. Brealkaway clips are installed on both,sides of the Area Separation, Wa 11. • When the ITS/WHI Design WHI GP/WA 120-04 Area Separation Wall assembly is specified, the breakaway clips should,be located vertically at each floor level M" (3048 mm) o.c. and horizontally on every other H-slud or 48" (1219 mm) o.c, When the.total height of the Area Separation Wall exceeds 2YO" (6096 mm), breakaway clips shall be installed vertically every 8'0' (2438 mm) maximum for the lower 20V' (6096 mm) and every 10 1 0" (3048 mm) Maximum for the upper 48'0" (14630 mm) of the wall assembly. 5. Fireblocking is installed on both sides of the Area Separation Wall at each floor level as defined in the IBC (see Details section). for approved fire -blocking materials, see Special Conditions, Item 8. 6: To continue the alI, install a C4[ack over the C-Track used to cap the lower section, placed back to back and attached together with two 3/8" (9 mm) an head screws at ends and spaced 24" (610 mm) o.c. Stagger back-to-back C-Ttack joints a minimum of 12"(305 mm). 7. It a parapet is not specified, see Special Conditions, Item 11, for two methods for installing a gypsum board.roof underlayment. Consult with local code authority for proper method. 8. Once the 2" (51 mm) Area Separation Wall is erected, construction of the adjacent interior wall framing can begin. Dreakaway clip and fire -blocking installation is identical for both sides , of the 2 " (51 mm) Area Separation Wall. 9. Do not install insulation in the system until the building has been properly closed in. *Consult the fire resistance Aluminum Angle or C-Track, Cap, Edge, H-Stud, 25-Gauge (18 mils) directory or test report for Breakaway Clip or End Closure complete assembly information. W, ional fire safetytnformattort4!! P For addit ms. 101 01" concerning DensG lass Shaftl mer, �a info. visit www.bull m '50000 (64 Mrn) CAUTION For product fire, safety and use information, gotabuildgp.com/safetyinto. 4- 2-114' 2'. .......... (57 rn nd �(51 m rn) For inforrrw6n and iipd-,aes Technical Service Hotline I.M.225,611119or www.9p9ypsumcorn D Georoa-Pacific ens lass® Shaftliner Area Separation Walls GYPSUM Special Conditions 1. When an H-Stud does not, align with the adjacent wood framing, fasten blocking to wood framing members and attach breakaway clip to blocking using one 1-1/4"' (32 mm) drywall screw and to the H-Stud using a minimum of one 3/8' (9 mm) minimum length pan head screw. Z If gaps are present between back-to-back C-Tracks, fill gar using approved fire caulking material. 3. When wall framing is spaced greater than 1 "' (25.4 mm) away from the solid 2" (51 mm) Area Separation Wall, aluminum clips with longer legs are permitted. Contact clip manufacturers for modified clips. Additional wood blocking can be added between the wood stubs to provide clip support. Space wood blocking minimum 3/4" (19 mm) away from Area Separation Wall 1" ypsum panels. 4. The solid 2" (51 mm) Area Separation Wall is non -load bearing. The ad , lacent framed wall can be designed as load bearing. 5. The wall located adjacent to the solid 2",(51 mm) Area Separation Wall, a minimum of 3/4" (19 mm) away,.can, be 6. The supportwalls located adjacent to, and on each side of the solid 2" (51 mm) Area Separation Wall protect and maintain the required 3/4" (19 mm) air Space, offer increased acoustical privacy and provide necessary aesthetics. -These walls can be designed as load hearing and readily accommodate, electrical and plumbing systems. These systems should not impede the required 3/4" (19 mm) air space..,.App.ly acoustical sealant around penetrations for r-naximurn acoustical privacy. 7. The required 3/4" (19 mrn� air space can be eliminated if the, metal framing is covered on both faces with 6.' (152 mm) wide, 1/21`0 2.7 mm) DensArmor PIUS9 Fireguard CO or 112" (12.17 mm) Toughflock", Fireguard C`� or 5/8" (15.9 mm) ToughRocO Fireguard X8 or 5/8" (15.9 mrn) DensArrnor Plue Fireguardo gypsum board strips,. The gypsurn board strips are attached with 1 " (25.4 mm),drywall screws spaced 12" (305 mm) o.c. to the metal framing. Thi's primarily occurs in accessible attic areas. Attic areas not accessible do not require the 6" (152 mrn),wide gypsum board strips. M 0. <11110 M I IOU 0ZPdIC1LIUIIdIIdUIIIUIUlIUt; GUI1bLIUI5U VVIJIUI VVILIIUt CPCIICIPUL. ZZAUU 10. At the intersection of the solid 2" (51 mm) Area Separation all and the, underside of the structural roof sheathing, cut liner panels at an angle to provide a tight fit to the structural Sheath Ing. The 2" (51 mrn) Area Separation Wall is not required to be capped, using a C-Stud. Where the shaftliner panolsare not tight to the structural sheathing, apply an approved fireblocking,material (see Special Conditions, Item #8) to both sides of the Area Separation Wall. 11. There are two methods for Installing a fir .-resistant roof underlaymant: the ledger strip method and the partial roof underlayment method. Consult with local code authority for roper method. In the led ger strip method.. one layer of 5/8" (15.9 mm) DensArmor Plus Fireguard interior panel or 5/8" J15.9 mm) ToughR'Ock Fireguard X gypsum board is placed 4' (1219 mm) on both sides of the Area Separation Wall. The gypsum board is cut to fit fight between the roof framing members. Nominal 7" (51 mm) x 2' (51 mm) wood ledger strips held..::he gypsum board snug to the underside of the roof sheathing and flush with the top of the roof frarning. The ledgers are attached to the roof framing and form a continuous strip. The second method is using fire -treated plywood at least 4'(1219 mm) on both sides of the Area Separation Wall. 12. Penetrations through the solid 2" f511 rn'm) Area Separation Wall should be protected in accordance with Chapter 7 of the IBC. For specific installation details, consult UL category XHEZ Thr6ugh-penetration Furestop Systems- 13. Size and protection of openings in the solid 2" (51 mm) Area Separation Wall shall be in accordance with the IBC, 'Section 706. When the Area Separation Wallis: designed as a Party Wall ("Any wall located on a property line between adjacent buildings, which is used or adapted for joint service between the two buildings.") as listed in the IBC, Section 706, openings are not permitted. 14. For specialized end -use areas, such as bathrooms 'the ad acent framed all can be covered with DensS hieldO Tile: Backer from, Georgia-Pacific in lieu of standard paper -faced gypsum,board or fiberglass mat -faced interior panels. -0 -or 19t 'nforr 1 , E natior. and i.I063tes: Technical Service Hotrinell.000.225.6119 or wvvw.9pgypsuincom CAUTION For product fire, safer ely and use information, go to buildg p,comi/safelyinfo. DESIGN BASED ON WHI 495-0743 NOTE TO INCLUDE 1/2" DENSARMOR VERTICALLY OVER H-STUDS Reviewed for Code Compliance, Universal Engineering 1B Sciences Dens6lasse Shaftliner Area Separation Walls GearglaVed"fic GYPSUM Special Conditions continued 15. An offset occurs when one unit extends past the front or back edge of an unit. The H-studs of theArea Separation Wall are not designed for hanging sheathing and cladding, s(fl nning is required before construction begins'. There are two ways to deal with the offset. The first option isto pour enough concrete so that the Area Separation Wall and adjacent framed wall can extend to the furthest most point Sheathing and cladding can then be installed to the adjacent framed wall. The second option is to terminate the Area Separation Wall'at the end of the shared wall and then construct a one. -hour wal I to the end of the offset unit. Both scenarios re shown in the Details section of this brochure, 16. Provide for deflection of live loaded floor assemblies by u8I ng relief ief joints, or float] ng trim. Fire -Rated Assemblies DensGIass,"' Shaftliner is UL and ULC certified as Type DGUSL andinicliuded in numerous assembly designs investigated by UL and ULC for hourly fire resistance ratings. In addition, DensGlass Shaftline'r is certified as "Type X" in accordance with ASTM C 1658. "Type X" as used in this technical guide designates gypsum board manufactured and iesred I n accordance with specific ASTM standards for increased fire resistance beyond regular gypsum board. Please consult the AST IVI standard for the specific product (for example, ASTIVI C 1658 for glass mat interior panels) for further Information and significance of use. The following design assemblies are for illustrative purposes only. Consulitthe fire resistance directory or test report for,complete assembly information -For additional fire safety information concerning DensG lass Shaftliner, visit www.bulidgp.com/safeVinfo. System Assernblies - 2-Hour Ratings - Area Separation Walls 2-Hour Fire Rating 55-59 STC Sound Trans. t Design reference. UL U373, UL. U375, ULC W312, Test Aeferemce: RAL TL 10-290 WHI GPNVA 12M3, cUL U373, col-U375: Two layers 1" (25A mrn) DensGlass Shaftliner inserted in.H-Studs 24" (610 mm) o.c. Min. 3/4"'(19 m6) air space between liner panels and adjacent wood or 'Fnetal framing, Sound Tested with 2" (51 Firm) x 4" (102 mm),stud wal I with 112" (12.7 mm) Tougftc0 gypsum wallboard and 3-1/2" (89 mm) fiberglass insulation in stud space, 2-Hour Fire Rating 65-69 STC Sound Trans Design Deference: ULJJ373, UL U375, ULC W312, Test Reference. RAL TL 10-2991 WHI GPPAIA 120-04, cUL U373, cUL ❑U3751, 5 GA ASW 08110 Two layers 1" (215.4 mm.) DensGlass Shaftliner in H-Studs 24' (610 mm) o.c Min, 3/4"' (191mm) air space on both �ides must be maintained between liner I ncmnlo nrA t Ainnnnt frnre-,'Inrl 6 M_ . . - "I - - _11111 1m) fiberglass 2-Hour Fire Rating 35-39 STC Sound Trans. Est Design Reference, WHI 495-0743 Part. Thickness- 3" (76 mm) Two layers 1" (25.4 mm) DensQlass Shaftliner inserted in H-Studs 24" (610 mm) o,c, Metal covered using 6" (152 mm) wide 1/2"(12,7 mm) DensArmor Pluso' Fireguard COI interior 'panels or 1/2" (127 mm),ToughRock. Firequard COgypsum board. mmlim C,AUTION For product fire, safety and use information., go to buildlilp.comiisafelyinfo. Fnr lateqt linf.orrriabof-i mdur.&tes.� Technicall ServiceNn,I;W5119nv,gum.comip INSTALLATION ---MANUAL 111 wri ht rckle ar i ecl 11C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 LU all > "T LU Z 0 < E 0 0 LE _ < .J 0 Ln LLI co Z 0 C:) v-- LL1 Z LLJ Z n stamp: OF -�o Gj G 7, M • 100540 C) A This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., a is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. 02018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date 2 Revision 2 Date 2 sheet title: FIREWALL SHAFTLINER project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: AO= 1 OB 0 NOT ISSUED FOR CONSTRUCTION 0 ISSUED FOR CONSTRUCTION Two 1 " (25,4 mm) DensGlassO Shaftliner Panels,, Batt Insulation Min. 314- (19 mn* air space between 2" (51 n10 Area Separation Wall and Wood Framing 2" (51 mm) H-Studs 24" (610 mm) o.c. 1/2" (12.7 mm) DensArrnor PlusO Interior Panel or 1/2" (12.7 mm) ToughRoce l'ireguard 45111 Gypsum Board Back-to-back C-Tracks Aluminum Breakaway Up Fire Blockiri,,g per Code V The Area Separation Wal I isconstructed using 1" 125,4 mm thick, 24' ( 18 m [is) steel H-studs, 25-gauge 118 mils} steel C-track and 2" 151 mn consist of a moisture -resistant core with coated fiberglass mats front panels. DensGlass Shaft] iner panels are backed by a limited warranty of exposure to normal weather conditions and a limited warranty agai purchase. For additional warranty details, go to www.bu1ldgp,com/wE Fire Testing and Building Code Compliance The Area Separation Wall has been fire teste( assembly, using DensGlass Shaftliner panel's, Pudding Code (I BQ Section 706, "Fire Walls." the LL Fire Resistance Directory under UL Des Warnock Hersey Listed Product and Code Corr directory for additional intormation. or latpM infamtop and, update , Tochflicall Service Hotline 1200225-6119 or 1RAftN1,gpgypSu III corn Fj 1 wide, De im breaka i ristea d of elaminatfi facturing.( ft I iner tenths CAUTION: For productfire, safety and use information,_ go to buildgplwroIsafetyinfa. Details The f o llowing assembl ies and details are for illustration p urporses compliance. Georgia-Pacific Gypsum does not provide design sery (2289-211i; MMI -1%R .High Po#ed Cmdrota- Wall A. Hoof xeiiinq Fluor Inters For 1"itastinforn-efim and updatp-,, Technical Service Hotline 1.8 DensGlasse Shaftliner Area Separation Walls only. Please consult design authority and confirm code ices. B. Exterior waii Intersection CAUTION: For product fire, safety and use information, go to build9p'-romis'afetylinfo. _INSTALLATION MANUAL 1" = V-0" Universal Erigineeraig S C'Jances M wri ht ar hec e 11C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 4 TA" P,41 U-1 CN > rn V) Z li < UJ 0 U _J 0 U_ 0 < Ln ILL! T_ co C:) 2" r— LLJ C) Lr) 7, LLJ stamp: 0 7- 4z- M �0 100540 • D A?, This drawing is the property of WRIGHT GARDNER ARCHITECT, I.I.C., a is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. c2018 WRIGHT GARDNER ARCHITECT, I.I.C. revisions No. Description Date sheet title: FIREWALL SHAFTLINER project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: AO= 1 OC El NOT ISSUED FOR CONSTRUCTION 0 ISSUED FOR CONSTRUCTION UL % _ it %+ .._�'� tiB X U ;� . r V D9'0*9 8 ':..,v. ...::....... r.... .......... rr ............... J.. ,..� See General Information for Fire -resistance Ratings ANSI/UL 263 Certified for United States Design Criteria and Allowablet Variances See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design Criteria and Allowable 'Variances Design No,D998 •'.s 'r i. .. %•� :. -�. i .. Jam,} •. s.y� ,r.J 3r: iy . ..[ {�+ :,Y ..s .r •.•.iu F s :. t . ..+ r �.-,� rRr,i.T['i'lRVr. i r r F7 7 1 Beam -- 8 28, 5 24 0r 6x!2, min sizes ,see Itms ,and 6A. "ith 2 a nd 3 i n[ de a pI S'tee 1 fl oo r units on , eided Wire Fabri 610/10 SWG. r ."�,.,,isr•rrs•rvr.riViYi{rrr . .. �. .,• ..r.. �rivn•i�Qr.•riwiw•„ kk r Sd.R INTUMESCENT COAT 1" = 30'-0" Reviewed for Code EI�I N 5 93Universal nL�gine�rlelg .,.. •.. . . Y . add Xl.4i�66iwr� �OIef1c@s 147-753 SEPT PG 1 12 ■ wri ht ae rcki'ecl 11C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 N W U Z W LP1 wON >v M � Q LL1 Z o 1� Ia o ILA u 0� N H =_ u Q 0 Q V)w J m oW O V) Z Z w stamp: �0 Al This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., It is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. 02018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date IFC 11/11/20 IFC 12/15/20 sheet title: STEEL STRUCTURE FIRE PROTECTION project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: AO= 11 ❑ NOT ISSUED FOR CONSTRUCTION 0 ISSUED FOR CONSTRUCTION CANAMSTEELCORP—�12 or 24 in. wide, Types 1-1/2,2',6r3 in. LOK-Floor and LOK-Floor Cell; 36 in. wide, Types 2 or 3 in. LOK-. Floor and LOK-Floor Cell, 24, 30 or 36 in. wide, Type 1-1/2 in. B-LOK and B-LOK Cell;, 24 in. wide, Types N-LOK and N-LOK Cell, CHIATEH CONSTRUCTION MATERIAL CO LTD 24 or 36 in. wide Mac-Lok 3; 24 in. wide CFD-3. DECK WEST INC — 36 in wide Type B-DW, Inverted B-DW, BA-DW, Inverted BA-DW, 2-DW or 3-DW. Sidejoints of Type 2-DW and 3-DW may be fastened together with min, 1 in. long No. 12 x 14 self -drilling, self -tapping •steel screws 36 in. OC. EPIC, METALS CORP — 24 in. wide Types EC` 50, EC1 50 inverted, EC300, EC366, ECP1 50, ECP300, ECP366, Epicore A, 2.0 ECA., 30 in wide Types ECI31 50, ECBR1 50; 36 in. wide Types EC1 56,, EC266, ECP2.66. VALLEY JOIST+ DECK — 24 or 36 in. wide Types WVC 1-1/2 or WVC:2. PLW2, W2,VPLW3, W3. Units may be )n or "CD -AC" added to the product /3 or W3 units may be blended with 24 Spacing of welds attachi units to supports shall be 12 in. OC for 12, 24, 36 in. wide units,. four welds per she fg- its. 6 in. OC 'Tor 18 in. wide and Sot 12 units. Unles,s specified o herwise for specific uni); t, -Ps,,!d-ia.'Prt button- to.gether Y 3 F, i r 1. 0 C r: 9 4 i c! e J i i r lie. F %, i I - 155 r1r F. i rl '41.1g,,units with overlapping type side joints NV6dR1"WgRh1T24 in. OC 4"It'.hen a superimposed iou-d c' 50 PSF isdes ired the spacing of welds or button -punches shall not exceed 24 in. O'CC alongside I Alternate Construction — Noncomposite units of the same type listed, above may be used provided,allowable loading is: calcuIated on the de6lgarn More (d) 3 in. deep, 36 in, wide 18 MSG ot'thicker flutCA'and 24 in. wide, 20/18,,.MSG or thiC.'ker cellular with clear spans not more than 13 ft, 2 in. (b) 2 and 3 in. deep, 24 or 36 in. wide, 20 MSG fluted and 20/20 MSG cellular with clear spans not morethan 10 ftt 0 in. (c) 3 in. deep, 24 in. wide, 20 MSG fluted and 20/20 MSG cellular with clear spans not,more than, 13 ft, 2 in. U n restra ii ned Restra'Ined Miin*imum Dry Minimum Dry Beam Assembly TWIckness mills Thickh'ess m m Beam Size Rating Hr Rating Hr 53 1.34 W8x24 1 2 95 2.41 W8x24 1-1/2 3 42 73 1.83 W6x12 1 123 3.10 W 6 x 1 2 1-1/2 ALBI MFG,, DIV OF STANCHEM INC --Type Albi Clad TF+. Investigated for Interior General Purpose INTUMESCENT COAT SEPT PG 3 4 1 30' 0" IAJ Ln LIJ (71 > LA IAJ < UJ 0 U _J 0 U_ CA = M� U :D 0 .J LIJ Ln co C:) Z LL1 C:) V) Z z stamp: 0 F Al M 100540 ARC I This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., Et is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. ®2018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date IFIC 12/15/20 sheet title: STEEL STRUCTURE FIRE PROTECTION project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: AO=12 El NOT ISSUED FOR CONSTRUCTION 0 ISSUED FOR CONSTRUCTION 0 wri ht ae rcr i ecl 11C Rigid r)olvstvrene foamed r)lastic'insulation havinq slots and/or holes sandwiched between vermiculite or cellular concrete See Perlite Aggregate, (CFFX) in Fire. Resistanc'e'Directory0or names of Cla' ified companies. 154 Krog Street, #12 5 179 4.55 Cellular 1-1/2 3 Atlanta, GA 30307 404-218-8460 E341H8.67 Cellular 2 3 12. Foamed Plastic* — (Optional - Not shown) — For use only with, vermiculite (Item 1 1A) or cellular (Item 11 B) concretes- ALBI IMFG, DIV OF STANCHEM INC — Type Albi Clad TF+. Investigated, for Interior General Purpose 7. Shear Connector Studs — Optional — Studs, 3/4 in. diam by 3 in, long, for 1-1/2 in. deep form units ,to'5-1/4 in, long for,3 in. deep form units, headed type or equivalent per RISC specifications. Welded to the top flange of the beam, through the steel form units. 8. Electrical Inserts — (Not Shown) — Classified as "Outlet Boxes and Fittings 0assified 'for Fire Resistance*." 9. Mineral and Fiberboards* — (Optional, not shown). Applied, over concrete floor with no restriction on board thickness. When mineral and fiber boards are used, the unrestrained beam rating shall be increased by a minimum of 1J2 hr. See Mineral and Fiber Board (CERZ) category for names of manufacturers. 11. Insulating Concrete — (Optional, not shown) — Various types of insulating, concrete prepared and -applied as follows. A. vermiculite Concrete - Blend 6 to 8 cu ft of Vermiculite Aggregate* to 94 lb Portland cement and air entraining agent,,Min thickness of 2 in. as measured to the top surface of the structural concrete or foamed plastic (Item 12) when it is used. See vermiculite Aggregate (CJZZ) category for names of Classified companies. a B. Cellular Concrete -Roof Topping Mixture* - Concentrate mixed with water andPortland cement per manufacturer's specifications. Min. thickness of 2-in. as measured to the top surface of the structural concrete or foamed plastic (Item 12) when it is used. Cast dry density and 28-day min compress I ive strength of 190 psi as determined with ASTM C495-66. AERIX INDUSTRIES — Cast dry density of 37 (+ or J 3.0 pcf. CELCORE INC — Type Cel.,core with cast dry density of 31 (+ or - 3.0) pcf or Type Celcore MF with cast dry density of 29,.(+ or - 3.0) pd. RASTIZ E L L CORP OF A ME RIICA — Ty pe 11, with a cast dry de nsity of 39 (+ or - 3.0) pd. SIKAST I NC — Mix # 1, Cast drys density of 32 (+ o r -) 3 pcf. SIPLAST INC — Mix #2, Cast dry density of 36 (+ or -)'3 pcf, I D. P.-dite %'_-OncietIun - 6 CU It of Aggregate* to 94 lb of Portland Cement and 1 -1/2 pt air entraining agent. Min thickness 2 in, as to th-C 16*,-.,.,) suft 4t9f plprMtWel concrete or foamed plastic (Item 12A) when it is used. Information, Assemblies, Constructions, Designs, Systems, and/or Cei manner, without any ma,nipulati( from UL" must appear adj-aciimt t format: , "(0 2020 UL LLCIIII the data (or drawings). 2. The s, I ? extracted material. In addition, . Learn More Last Updated on 2019, 10-07 -nanufactured UL's Follow -Up Re�,'ievlled for code COMPIlan'.. G9 Uriwllsaf Engineer-If-19 Science's INTUMESCENT COAT SEPT PG 56 1" = 30'-0" W r-1 Ln L.LJ CN > lq- rn ILLI z 0 13� < E LLI o U LA _J 0 LL. vi 3� U C) < .J V) LLJ co ow to z Z LLI stamp: e. 9!� �4 0 \GHT :i I 100-_ A 10 A 0-540 0 A, J CJ RFD AR This drawing is the property of WRIGHT GARDNER ARCHITECT, I.I.C., Et is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. o2018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date IFIC 12/15/20 sheet title: STEEL STRUCTURE FIRE PROTECTION project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: AO = 13 El NOT ISSUED FOR CONSTRUCTION 0 ISSUED FOR CONSTRUCTION 0 BXUVG575 - Fire-roslstaric8 Ratings - ANSI/UL 263 Design/System /Ccnstruction/Assembly Usage Disclaimer AuthoritiesHaving Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of`UL Certified products, equipment, system, devices, and materials: • Authorities Having Jurisdiction should be consulted before construction, * Fire resistance assemblies and products are developed by the design'submitter and have been investigated; by UL,for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field'. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction: • Only products which bear UL's Mark are considered Certified`. BX❑ - Fire Resistance Ratings A NSI/ L 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Information for Eire resistance Ratings - ANSI/UL 263 Certified for United States; wri ht arh�el 11C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 See General Information for Fire Resistance Ratings - CAN/ULC-5101 Certified for Canada Design Criteria and Allowable Variances W Design No. G57a � a V . Z W April_24, 2020 Ln t� Q w ON> 'IT M N 0 a i design s a Limit i W z o w, . �_ 1 J O Stress i i� iLimit_ i a, O_J riction factor shall be used See Guide N M:_ ZDa Indicatesr cCertificationr ' i i i i J Ln m Certification(such, W O N Z W QI W V 0 it, ,31LF LJLLUE 41.' 31K=1I 1TI14—. III L 1C3 7 — I I M F1 L,F l ICL9. OC, At joist rim splices bearing on supports, join 'self -drilling steel TEK screws to each rim piece, ,YSG gale steel. Joistsspaced max 24 in gist piece);with°four 3/4 in. lcing No. 10 stamp: P,�E DF F40 H m 100540 A%� . 6 c ..- QED ARG �✓� This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., It is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. 02018 WRIGHT GARDNER ARCHITECT, I.I.C. revisions No. Description Date 2 Revision 2 Date 2 sheet title: R00F&FL00R SYS ABOVE GARAGE FIRE-P project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: AO= 14 ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION TRUSSTEEL, ©IV OF ITW BUILDING COMPONENTS INC — TrusSteel 2e. Structural Steel Members* — Pre -fabricated light gouge steel truss system consisting of cold -formed, galvanized steel cord and web sections. Trusses fabricated from min 16 MSG steel, Trusses minimum 12 in. deep, spaced a max of 24 in. OC, DOUGLASS COLONY GROUP INC — Type FRAMECAD 3. Joist Bridging - (Not Shown) — Installed at the center of the joist span immediately after joists are erected and before construction loads are applied. The bridging consists of No, 18, MSG galv steel channels, 2-1/2 in, wide by 22-3/8 in. long with 1/5/8 in. long web extensions at each end for screw -attachment to the bottom flange of the steel joists with a 3/4 in. long No. 10 self -drilling steel TEK screws. Solid bridging consisting of cut -to -length joist sections with a max spacing of 8 ft OC, 3A.Joist Bridging — As an alternate to Item 3 - Installed at the center of the joist span immediately after joists are erected and before construction loads, are applied, The bridging consists of No. 18 MSG gaIv steel channels, 2-1/2 in. wide by 22-3/8 in. long with 1-5/8 in. long web extensions'at each end for screw -attachment to the bottom flange of the steel joists with a 3/4 in. long No, 10. self -drilling steel TEK screws. Generic bridging ,consists of No. 18 MSG ga1v steel with 1 1/4" flanges having the same depth as thejoists, attached to the top and bottom joist flanges with two #10 by 3/4" long self -drilling screws with a max spacing of 8 ft OC. 4, Angle Clips-- Not shown - Nominal 2 x 4 x 9-7/8 im, No 16 ga clips usE side placed against joist rim track. Each side secured with three #10-3/4 in. located on the web/flangelside, of the joist. Clip fastened with two #10-3/4 bridging with clip located on the web/non-flange side of the joist, Clip fast fasten Joist to jo,ist, rim track. 4 in, side of clip placed against inside web of joists and 2 in, screws. Nominal 1-1/2 x 4 x 8 in., No. 16 ga clips used to fasten joist bridging with clip EK screws per leg per clip. Nominal 1-1/2 x 1-1/2 x 8 in, No 16 ga clips used to fasten joist with two #10-3/4 in. TEK screws per leg per clip. 5. Batts and Blankets* — 3 -1/2 in, thick glass fiber batt insulation draped over the resilient channels (Item 5) or suspension system grid (Item 5A), Any glass fiber batt insulation bearing the UL Classification Marking for Surface Burning Characteristics having a flame spread index of 25 or less and a smoke developed index of 50 or less may be used. See Batts and Blankets (BKNV) category in the Building Materials Directory for names of manufacturers. 6. Resilient Channels — Formed of No. 25 MSG gals steel, 1/2 in. deep, spaced max 12 in. OC, perpendicular to joists, Channel splices located beneath joists and overlapped 4 in.. Channels secured to each joist with one 1/2 in. long Type S-12 low profile steel screw, Two channels, spaced 6 in, OC, oriented opposite each gypsum board end joint. Additional channels shall extend min 6 in. beyond each side edge of board. ,6A. Steel Framing Members* — (Optional, Not Shown) — As an alternate to Resilient Channels, Item 6, furring channels and Steel Framing Members as described below, a. Furring channels —Formed of No. 25 MSG ga1v steel. 2-9/16 in, or 2-23/32 inwide by 7/8 in. deep, spaced 12 in, OC, perpendicular to joists. Channels secured to joists as described in Item b. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No, 18 SWG galv steel wire near each end of overlap. b. Steel Framing Members* — Used to attach furring channels (Item a) to the steel joists (Item 2). Clips spaced a max of 48 in. OC. RSIC-1 and RSIC-1 (2.75) clips secured to alternating joists with No. 8 x 2-1/2 in. coarse drywall screw through the center grommet, Furring channels are friction fitted into clips. RSIC-1 clips for use with 2-9/16 in. wide furri n*g channels'. RSIC-1 (2.75) clips for use with 2-23132,in. wide furring channels, Adjoining channels are overlapped as described in Item a. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self -tapping No., 6 framing screws, min, 7/16in. long at the midpoint of the overlap, with one screw on each flange of the channel. Additional clips required to hold furring channel that supports the gypsum board buttjoints, as described in Item 7. PAC INTERNATIONAL L L C — Types RSIC-1 or RSIC-11 (2.75) 7. Gypsum Board* — Any 5/8 in,. thick, 4 ft wide Gypsum Board UL Classified for Fire Resistance (CKNX} eligible for use in Design No. G512. Nom 5/8 in. thick, 48 in, wide gypsum panels. Base layer installed with long dimension perpendicular to resilient channels, secured with 1 in. long, Type S bugle -head screws spaced 12`,in. OC, with screws located 6 in. from and on each side of the gypsum panel, in both the field and the perimeter, and 1-1/2 in. from side edges of the panels. Face layer installed with long dimension perpendicular to resilient channels or cross tees with joints offset,24 in. from base layer, secured with 1-5/8 in. long Type S bugle -head screws spaced 8 in,,OC, with screws located 4 in. from and on each side of the gypsum panel midspan, in both the field and the perimeter, and 1-1/2 in. from side edges of the panel. Butt joints of face layer panels secured to base layer with 1-1/2 in. long Type G screws spaced 8 in. OC and 1-1/2 in, from side edges of the panels, with butt joints located between resilient channels. Buttjoints of face panels staggered'a minimum of 12 in. from butt joints of base layer. When Steel Framing Mem bers(Item 6A) are used, the butt joints in the gypsum board layers shall be supported by two furring, channels. The two furring channels shall be spaced approximately 3-1/2 in. OC, and be attached to underside of the joist with one RSIC-1, RSIC-1 (2.75) at each end of the channel. 8. Finishing System - (Not Shown) — Vinyl, dry or premixed joint compound, applied in two coats to joints and screw -heads. Nam 2 in. wide paper tape embedded in first layer of compound over all joints. As an alternate, nom 3/32 in. thick veneer plaster may be applied to the entire surface of gypsum board. Indicates such products shall dear the UL or cUL Certification Mark for Jurisdictions employing the UL or cUL Certification (such as Canada),, respectively - Last Up—da—ted on 2020-04-24 The appearance of a company"s name or product in this database does not in itself assure that products so, identified have been manufactured under UL's Follow -Up Service, Only those products bearing the UL Mark should be considered to be Certified, and covered under UL's Follow -Up Service, Always took for the Mark on the product, UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide 1'riformation, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2, The statement "Reprinted from the Online Certifications Directory with permission from UL" must appearadjacent to the extracted material. In addition, the reprinted material most include a copyright, notice in the following format: UL LLC` Reviewed for Code COMP'lanc& Univ,-rsal E,,,,,, ip Slclences ring 0 wri ht �arhe� ec 11C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 UJ rl_ ul In U-1 (71, > V) LU Z 0 < E 0 _J 0 U_ 0 < V) W C:) Z r-- L.LJ C) ZLn LLJ Z stamp: _,DOFF M. , �;O' 100-540 cw AZI, 11% D APC\*\ NZ02/This drawing is the property of WRIGHT GARDNER AR, a is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. 02018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date 2 Revision 2 Date 2 sheet title: ROOFEtFLOOR SYS ABOVE GARAGE FIRE-P project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: A0=1 5 E:1 NOT ISSUED FOR CONSTRUCTION 0 ISSUED FOR CONSTRUCTION a �. IN r o r a THERMASTEEL WALL, STC 1" = 1'-01' Reviewed for Code Compliance uliversai Enrgineerin+ Sciences wri �ht oar hifec� 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 Y W V Z W r\ 0 � � M N oQ W Zo wo u O i; N F— U Q = O Q w m W O Z Z W stamp: • Z , 00:140 6- G This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., Ft is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. .2018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date IFC 12/15/20 sheet title: STC WALL TEST project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: AO=18 ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION Z(rl—1 _ Al-52 3 Al-32 1 Al-53 1151 % <�1501J[A1150)> ��1151 MM 1 1 >50 Al 511-50 Al 1-51Y 4�1 4 BUILDING 1 THIRD FLOOR Al -10 1 /8" = 1'-0" 2 -31 1 1 1 1 Al 51 Al 50 Al-50 1 51� 1 1A1-30 3 BUILDING 1 SECOND FLOOR Al-10 1 /8" = 1'-0" 1 Al-52 3 Al-32 1 Al-53 1 Al-52 3 Al-3 1 Al-53 a�12 2 BUILDING 1 FIRST FLOOR Al-10 1 /8" = Reviewed for Code 1'-0" Compliance Universal Engineering .ir•ian,�or wri ht■ a e ecl 11C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 ILA W U z W LO IOLd ON o I V E M C) Q Z o ♦W W O U N O LL- c%i U ~ U Q = Q O J W Vm v p Z r— W O t/) �Z z W stamp: E OF ,c �41 - - - .0 •'J Z 10, 0 .-Z7 c ��D ARC�� wit This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., it is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. ©2018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date IFC 12/15/20 sheet title: BUILDING 1 DUPLEX TYPE 2 FLOOR PLANS project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: A1=10 ❑ NOT ISSUED FOR CONSTRUCTION ■ ISSUED FOR CONSTRUCTION -ROOF N.A.V.D - THIRD FLOOR N.A.V.D- SECOND FLOOR N.A.V.[ MAIN FLOOR N.A.V.D IGROUND FLOOR N.A.V. TrID (1C TLJC DrInE, DUPLEX SIDE (EAST/WEST) ELEVATION 1 /8" = V-0" - T . UNIT 2 TOP OF THE ROOF TOP OF THE ROOF I I UNIT 1 DUPLEX_ BACK(SOUTH) ELEVATION 1 / 8" = V-0" ■ wri ht aar e rc I ec 11C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 Reviewed ios r„ c)d , 91, U11rversal ' r3 rt3F.a;: yeti Sciencer W V Z TOP OF THE ROOF C TOP OF THE ROOF I i moommomem- -- - - - -ill s ■ ANNUMMUMM FE 11 1I1T�T� F AT:WE■summ Il_Pliffil UNIT 2 DUPLEX FRONT (NORTH) ELEVATION 1 /8" = V-0" UNIT TYPE SCHEDULE UNIT TYPE UNIT SITE LOCATION INTERIOR UNIT TYPE 1 15117121,25127 INTERIOR UNIT TYPE 2 16,20,22,26,28 END UNIT TYPE 1 14119,24 END UNIT TYPE 2 18,23,29 DUPLEX TYPE 1 5,6,7,8,9,10,11,12 DUPLEX TYPE 2 172,374 NOTE: SEE ENLARGED ELEVATIONS Al -30 TO Al -32 FOR MATERIAL DESIGNATIONS, VERTICAL LEVELS AND DESIGN FLOOD ELEVATION IN N.A.V.D Ft WINDOW/DOOR TAGS. THRESHOLD BUILDING STATEMENT: THAT, TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED BY THE LOCAL AU I-HORITY IN ACCORDANCE WITH THIS SECTION AND CHAPTER 633, FLORIDA STATUTES. W r\ Ln Q wrn > M W Z 0 wo tA V O l k _ H V 0 Ln Q J w m oz w (D v) Z Z w 'stamps. �E OF F� ;_ r gym, ARC This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., It is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. 02018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date IFC 12/15/20 sheet title: BUILDING 1 DUPLEX TYPE 2 ELEVATIONS project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: A 1 ❑ NOT ISSUED FOR CONSTRUCTION ■ ISSUED FOR CONSTRUCTION FINISH SCHEDULE ROOM FLOOR WALL CEILING BASE BOARD GARAGE SEALANT OVER CONCRETE SLAB. PAINT OVER CONCRETE WALLS. 5/8" TYPE X GYPSUM BOARD N/A KITCHEN CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE BASEBOARD ARROUND KITCHEN MEGABOARD SHEATHING. UNDERSIDE OF METAL JOISTS. ISLAND. GREAT ROOM CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY @ THE UNDERSIDE OF BASEBOARD. MEGABOARD SHEATHING. METAL JOISTS. MORTAIR BED CERAMIC TILE OVER MO , PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTERON GYPBOARD PAINT OVER POLYURETHANE NT OV 0 DINING METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE BASEBOARD. MEGABOARD SHEATHING. OF METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE FOYER METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE OF BASEBOARD. MEGABOARD SHEATHING. METAL JOISTS. POWDER ROOM Et CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE GUEST BATH METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEETH C 9'-0" A.F.F ATTACHED TO METAL FURRING BASEBOARD. DENSSHIELD TILE BACKER. CHANELS C 16" O.0 CLIPPED OR TIED TO MAIN CHANEL. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE BATH TYP METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE OF BASEBOARD. DENSSHIELD TILE BACKER. METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE GUEST BEDROOM METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE OF BASEBOARD. MEGABOARD SHEATHING OR METAL JOISTS. CONCRETE SLAB. SEE 1, Al -60 ARCHITECTURAL FIBER CEMENT ARCHITECTURAL FIBER CEMENT NISHISOFFIT OVER 5 BALCONY/ CERAMIC TILE OVER MORTAIR BED, WALL SIDING NICHIHA OVER 5 1 /2" 1 /2" MEGABOARD BASE Et METAL JOISTS. CEILING ENTRY STOOP METAL LATH Et CONCRETE SLAB. EXTERIOR THERMASTEEL WALL CONDITION HEREON DESCRIBED DOES NOT APPLY TO N/A PANEL BALCONY ACROSS THE BACK CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE BEDROOM TYP METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE BASEBOARD. MEGABOARD SHEATHING. OF METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE MASTER BEDROOM METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY @ THE UNDERSIDE BASEBOARD. MEGABOARD SHEATHING. OF METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE MASTER BATH METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE BASEBOARD. DENSSHIELD TILE BACKER. OF METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE CLOSET TYP METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE BASEBOARD. MEGABOARD SHEATHING. OF METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE LAUNDRY METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE BASEBOARD. MEGABOARD SHEATHING. OF METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE FAMILY ROOM METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE BASEBOARD. MEGABOARD SHEATHING. OF METAL JOISTS. BOND COAT OVER GYPBOARD - z O MORTAIR SETTING BED GYPBOARD - S HEATHING _ - — H SHEATHING REINFORCEMENT WALL PANEL \ g I— METAL LATH WALL PANEL OR KITCHEN ISLAD z W -G ROUT JOINT _ OR KITCHEN ISLAD _ 0 _ POLYURETHANE RETHANE — Q CERAMIC TILE POLYURETHANE BASEBOARD BASEBOARD W/ - '-l'"' -' —` .==.:,_ T;= =. _--;--,:-'_ — WIRE SPACE CLEAVE MEMBRANE OR MOISTURE BARRIER LAID CLEAVE MEMBRANE OR OVER MEGABOARD FLOOR METAL JOISTS--- -- MOISTURE BARRIER LAID SHEATHING OVER MEGABOARD FLOOR SHEATHING 0, i �.:QW ,� 16x16 FLOOD VENT • aa- . 8' - 4" W- 7 00 E°a w v°,jJ} V V dr •: I a. 1= GARAGE :"a GARAGE ^' b " CONCRETE COLUMN, INSTALL 5/8" TYPE X GYPSUM A SEE STRUCTURAL BOARD ON GARAGE CEILING \ BELOW LIVING SPACE. INSTALL 5/8" TYPE X GYPSUM BOARD ON GARAGE CEILING BELOW LIVING SPACE. daI° W 27-0" 21'-31/2" O0 5'-81/2" vi "'- ELEVATOR_- d CUni suF rs8f Entgirrc.s, ret C"Inc es r. 00 'I 1 JId v \ _22'-61/4" 21'-71/4" -1,—, T-43/4" cn N •Q O GARAGE DOOR W/ SIX (6) �$ _ 1 _ _ _ _ � _ _ _ GARAGE DOOR W/ SIX (6) 8" x16" FLOOD VENTS 8" x16" FLOOD VENTS INTEGRATED, SEE ELEVATIONS I -'�<- I INTEGRATED, SEE ELEVATIONS I = �Id ° A .r.. _E.... ...._.. .... _:..w.. _.: ... ........ 1 11._L... :... ......... ...... ... .. ` ...z...10 - 5 7/8 __.. b .... °: '.._L....°.».._... ..e .,. t__, `-d. 1 11 ._E. .. .. .......: . .... . •: ..:... ........ ' ". - 10 - 5 7/8 ---- - -r ._:::. 11 - 1 3/8 . , e ) T 33 I 1 r O t W 0 T i - N 4 T FLOOR ABOVE____--�, �._�..r ...�� _ r i ........ ,. r . - : p.......:........>._.�...,.____--_�-___....[:: T. _..;..FIRST FLOOR ABOVE E • : ■ wrl ht ar ,le rchii ec 11C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 LA W V Z W � ®LIJC71 > � M � Q W z o w O U o U N �u Q oa cn w r:0 11 z r-- w oZ 7 w Q W V starnp: 5� Of F< y O ARCH This drawing is the property of WRIGHT GARDNER ARCHITECT, ILC., Ft is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. ©2018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date IFC 11/11/20 IFC 12/15/20 I T-C TWO 2 8X16..............,.......:. ........... I ._....STACKED FL00 V N S _...._._..,. ` [ ` i ¢ 3 _._.........__...'_..._.._:._......:.......:.__....._..._i...........'...._...'._ . k. 18'-8" 81.411 18'_8" CONCRETE COLUMN, SEE STRUCTURAL W- 7 d .p EL Ln —' 1 \ W N d � d 00 -p 4-53/4" I a' 1 ;a N ;i BOND COAT OVER - d 11 MORTAIR SETTING BED FLOOR PLAN NOTES 5'- 4 9/16 11 - 1 3/F O..:_.._.. _.. CO — REINFORCEMENT 11 A LATH L METAL 1- WHERE DIMENSION IS NOT PROVIDED ASSUME o i-- DOORS ARE CENTERED ON CLEAR SPACE. O - '�' > GROUT JOINT — CERAMIC TILE _ 2- ALL DIMENSIONS TO FACE OF STUD U.N.O a , r i - t............. - " 3 ALL WINDOW Et DOOR GLAZING TO BE TEMPERED.-- �.-iTy e " 4- INSTALL 5/8TYPE X GYPSUM BOARD ON GARAGE JCRETE COLU ° < CEILING BELOW LIVING SPACE. T RAL _ =-'s s = 1 -:. - 5-SEE TYPICAL ENLARGED PLANS FOR PLUMBING UP[ =„ - FIXTURES Et BATHROOM APPLIANCES INFORMATION. - .' ,. FLOOD VENT NOTES FINISH SCHEDULE ROOM FLOOR WALL CEILING BASE BOARD GARAGE SEALANT OVER CONCRETE SLAB. PAINT OVER CONCRETE WALLS. 5/8" TYPE X GYPSUM BOARD N/A CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE KITCHEN METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE BASEBOARD ARROUND KITCHEN MEGABOARD SHEATHING. UNDERSIDE OF METAL JOISTS. ISLAND. GREAT ROOM CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE OF BASEBOARD. MEGABOARD SHEATHING. METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE DINING METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY @ THE UNDERSIDE BASEBOARD. MEGABOARD SHEATHING. a OF METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE FOYER METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY @ THE UNDERSIDE OF BASEBOARD. MEGABOARD SHEATHING. METAL JOISTS. POWDER ROOM Et CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE GUEST BATH METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEETH @ 9'-0" A.F.F ATTACHED TO METAL FURRING BASEBOARD. DENSSHIELD TILE BACKER. CHANELS C 16" O.0 CLIPPED OR TIED TO MAIN CHANEL. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE BATH TYP METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE OF BASEBOARD. DENSSHIELD TILE BACKER. METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE GUEST BEDROOM METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE OF BASEBOARD. MEGABOARD SHEATHING OR METAL JOISTS. CONCRETE SLAB. SEE 1, Al-60 ARCHITECTURAL FIBER CEMENT ARCHITECTURAL FIBER CEMENT NISHISOFFIT OVER 5 BALCONY/ CERAMIC TILE OVER MORTAIR BED, WALL SIDING NICHIHA OVER 5 1 /2" 1 /2" MEGABOARD BASE Et METAL JOISTS. CEILING ENTRY STOOP METAL LATH Et CONCRETE SLAB. EXTERIOR THERMASTEEL WALL CONDITION HEREON DESCRIBED DOES NOT APPLY TO N/A PANEL BALCONY ACROSS THE BACK CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE BEDROOM TYP METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE BASEBOARD. MEGABOARD SHEATHING. OF METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE MASTER BEDROOM METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE BASEBOARD. MEGABOARD SHEATHING. OF METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE MASTER BATH METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE BASEBOARD. DENSSHIELD TILE BACKER. OF METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE CLOSET TYP METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY @ THE UNDERSIDE BASEBOARD. MEGABOARD SHEATHING. OF METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE LAUNDRY METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE BASEBOARD. MEGABOARD SHEATHING. OF METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE FAMILY ROOM METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY @ THE UNDERSIDE BASEBOARD. OF METAL JOISTS. MEGABOARD SHEATHING. GYPBOARD SHEATHING _ 0 oo g WALL PANEL o z OR KITCHEN ISLAD o > POLYURETHANE °C BASEBOARD Q BOND COAT OVER MORTAIR SETTING BED REINFORCEMENT METAL LATH GROUT JOINT CERAMIC TILE r CLEAVE MEMBRANE OR METAL JOISTS---- MOISTURE BARRIER LAID OVER MEGABOARD FLOOR SHEATHING HANGER WIRES CLIPPED OR TIED METAL CHANELS TO STEEL JOISTS-- METAL FURRING CHANELS GYPBOARD SHEATHING— WALL PANEL OR KITCHEN IS SMOOTH FLAT PLASTER ON GYPBOARD SHEETH @ V-0" A.F.F ATTACHED TO METAL FURRING CHANELS � POWDER Et GUEST BATH CEILING/FLOO 1 1 /2" = V-0" POLYURETHANE BASEBOARD W/ WIRE SPACE CLEAVE MEMBRANE OR MOISTURE BARRIER LAID OVER MEGABOARD FLOOR SHEATHING ---- METAL JOISTS CONCRETE SLR FLOOR PLAN NOTES 1- WHERE DIMENSION IS NOT PROVIDED ASSUME BOND COAT OVER DOORS ARE CENTERED ON CLEAR SPACE. z0 MORTAIR SETTING BED ALL DIMENSIONS TO FACE OF STUD U.N.O °O ~ REINFORCEMENT g 3- ALL WINDOW Et DOOR GLAZING TO BE TEMPERED. o z METAL LATH o > GROUT JOINT 4- INSTALL 5/8" TYPE X GYPSUM BOARD ON GARAGE a CERAMIC TILE CEILING BELOW LIVING SPACE. SMOOTH FLAT PLASTER ON GYPBOARD SHEATHING INSTALLED C UNDERSIDE OF METAL JOISTS — 5-SEE TYPICAL ENLARGED PLANS FOR PLUMBING FIXTURES Et BATHROOM APPLIANCES INFORMATION. FLOOD VENT NOTES -TOTAL ECLOSED AREA MEASURED FROM A EXTERIOR FACE OF ENCLOSURED WALL IS 1,257 SF -EACH ENCLOSED AREA SHALL HAVE AT LEAST TWO (2) FLOOD VENTS. FLOOR PLAN LEGED saouaiog 6u1a9au16u3 IM@Aiun aouerydwo0 apoo J01 paanaiAaa CE -OPENINGS SHALL BE LOCATED ON AT LEAST 2 DIFERENT WALLS. 3 1 /2" THERMASTEEL WALL PANEL CARBON MONOXIDE DETECTOR -THE BOTTOM OF EACH OPENING SHALL NOT BE 3 1 /2" THERMASTEEL WALL PANEL LOCATED HIGHER THAN 12" ABOVE HIGHER LEVEL FIRE RATED DUCT ENCLOSURE s® SMOKE DETECTOR OF THE ENCLOSED AREA FLOOR JOINT TYPYCAL " I LI N FLOIDA BUILDING QODEOPROD CT APPROVAL AND BD VENT MUST MAINTAIN OERINGENEERD TO 1 1 /2" = V-0" COVER A MINIMUM OF 200 SQ FT PER 8"X16" VENT. 5 1 /2" THERMASTEEL WALL PANEL 5 1 /2" METAL STUD FRAMING WALL DU PLEXMAI N FLOOR PLAN 1 /4" = V-0" THRESHOLD BUILDING STATEMENT: 0 V 00 W-01 WINDOW TAG THAT, TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH D DOOR TAG THE APPLICABLE MINIMUM BUILDING CODES AND THE 01 APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH THIS SECTION AND CHAPTER 633, FLORIDA STATUTES. wri ht arh�el 11C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 N W V Z W r-_ u1 0 w ON > ',t M LLI Z o 1.L LL1 o N u oU_ N =_ ~u a =Q LnW N m w oZ Z w stamp: �e of RL � GHr c o,Q� m 1 00s4o ' Z� ✓ v Si J This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., @ is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. ©2018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date IFC 11/11/20 IFC 12/15/20 sheet title: BUILDING 1 DUPLEX TYPE 2 FLOOR PLANS project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: Al =21 ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION FINISH SCHEDULE ROOM FLOOR WALL CEILING BASE BOARD GARAGE SEALANT OVER CONCRETE SLAB. PAINT OVER CONCRETE WALLS. 5/8" TYPE X GYPSUM BOARD N/A KITCHEN CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE BASEBOARD ARROUND KITCHEN MEGABOARD SHEATHING. UNDERSIDE OF METAL JOISTS. ISLAND. GREAT ROOM CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE OF BASEBOARD. MEGABOARD SHEATHING. METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE DINING METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE BASEBOARD. MEGABOARD SHEATHING. OF METAL JOISTS. FOYER CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE OF BASEBOARD. MEGABOARD SHEATHING. METAL JOISTS. POWDER ROOM Et CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE GUEST BATH METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEETH C 9'-0" A.F.F ATTACHED TO METAL FURRING BASEBOARD. DENSSHIELD TILE BACKER. CHANELS C 16" O.0 CLIPPED OR TIED TO MAIN CHANEL. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE BATH TYP METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE OF BASEBOARD. DENSSHIELD TILE BACKER. METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE GUEST BEDROOM METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY @ THE UNDERSIDE OF BASEBOARD. MEGABOARD SHEATHING OR METAL JOISTS. CONCRETE SLAB. SEE 1, Al -60 ARCHITECTURAL FIBER CEMENT ARCHITECTURAL FIBER CEMENT NISHISOFFIT OVER 5 BALCONY/ CERAMIC TILE OVER MORTAIR BED, WALL SIDING NICHIHA OVER 5 1 /2" 1 /2" MEGABOARD BASE Et METAL JOISTS. CEILING ENTRY STOOP METAL LATH Et CONCRETE SLAB. EXTERIOR THERMASTEEL WALL CONDITION HEREON DESCRIBED DOES NOT APPLY TO N/A PANEL BALCONY ACROSS THE BACK CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE BEDROOM TYP METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE BASEBOARD. MEGABOARD SHEATHING. OF METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE MASTER BEDROOM METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE BASEBOARD. MEGABOARD SHEATHING. OF METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE MASTER BATH METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE BASEBOARD. DENSSHIELD TILE BACKER. OF METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE CLOSET TYP METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE BASEBOARD. MEGABOARD SHEATHING. OF METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE LAUNDRY METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE BASEBOARD. MEGABOARD SHEATHING. OF METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE FAMILY ROOM METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE BASEBOARD. MEGABOARD SHEATHING. OF METAL JOISTS. GYPBOARD SHEATHING— BOND COAT OVER z0 MORTAIR SETTING BED - C_ REINFORCEMENT WALL PANEL o z METAL LATH OR KITCHEN ISLAD - > GROUT JOINT POLYURETHANE a - CERAMIC TILE BASEBOARD CLEAVE MEMBRANE OR METAL JOISTS MOISTURE BARRIER LAID OVER MEGABOARD FLOOR SHEATHING HANGER WIRES CLIPPED OR TIED METAL CHANELS TO STEEL JOISTS METAL FURRING CHANELS SMOOTH FLAT PLASTER ON GYPBOARD SHEETH @ 9'-0" A. F. F ATTACHED TO METAL FURRING CHANELS r POWDER Et GUEST BATH CEILING/FLOORING 1 1 /2" = 1'-0" GYPBOARD /A 4 z SHEATHING— 0 - 00 WALL PANEL g OR KITCHEN ISLAD cz z w o > POLYURETHANE BASEBOARD W/ a WIRE SPACE a IF CLEAVE MEMBRANE OR MOISTURE BARRIER LAID OVER MEGABOARD FLOOR SHEATHING FLOOR PLAN NOTES 1- WHERE DIMENSION IS NOT PROVIDED ASSUME DOORS ARE CENTERED ON CLEAR SPACE. —BOND COAT OVER MORTAIR SETTING BED 2- ALL DIMENSIONS TO FACE OF STUD U.N.O —REINFORCEMENT 3- ALL WINDOW Et DOOR GLAZING TO BE TEMPERED. METAL LATH —GROUT JOINT 4- INSTALL 5/8" TYPE X GYPSUM BOARD ON GARAGE CEILING BELOW LIVING SPACE. —CERAMIC TILE 5-SEE TYPICAL ENLARGED PLANS FOR PLUMBING 'T' $•-'' `T'` FIXTURES Et BATHROOM APPLIANCES INFORMATION. METAL JOISTS CONCRETE SLAB SMOOTH FLAT PLASTER ON GYPBOARD SHEATHING INSTALLED C UNDERSIDE OF METAL JOISTS FLOOR JOINT / TYPYCAL CEILING \ / 1 1 /2" = V-0" FLOOD VENT NOTES -TOTAL ECLOSED AREA MEASURED FROM EXTERIOR FACE OF ENCLOSURED WALL IS 1,257 SF -EACH ENCLOSED AREA SHALL HAVE AT LEAST TWO (2) FLOOD VENTS. -OPENINGS SHALL BE LOCATED ON AT LEAST 2 DIFERENT WALLS. -THE BOTTOM OF EACH OPENING SHALL NOT BE LOCATED HIGHER THAN 12" ABOVE HIGHER LEVEL OF THE ENCLOSED AREA -FLOOD VENT MUST MAINTAIN FLORIDA BUILDING CODE PRODUCT APPROVAL AND BE INGENEERD TO COVER A MINIMUM OF 200 SQ FT PER 8"X16" VENT. FLOOR PLAN LEGED 3 1 /2" THERMASTEEL WALL PANEL CARBON MONOXIDE DETECTOR 3 1 /2" THERMASTEEL WALL PANEL S® FIRE RATED DUCT ENCLOSURE 5 1 /2" THERMASTEEL WALL PANEL 5 1 /2" METAL STUD FRAMING WALL Reviewed for Code I-O mpiiance Ulliversai Engineering Sew nres SECOND FLOOR PLAN 1 /4" = V-0" THRESHOLD BUILDING STATEMENT: SMOKE DETECTOR W-01 WINDOW TAG THAT, TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH D DOOR TAG THE APPLICABL-E MINIMUM BUILDING CODES AND THE 01 APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED BY THE LOCAL AU-rHORITY IN ACCORDANCE WITH THIS SECTION AND CHAPTER 633, FLORIDA STATUTES. wrleht arhl 11C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 (A W V z W 0 (A W W V) Q J 0 Z Q W V O w rn > NT F M oQ Zo w u_J O v_ o 0Q LL, �co o Z w O N Z W stamp: E O F R` gyp' _ Y ' *—rn�. �13', �� c� 100s.40 -dc A. t� r) ARC This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., 8 is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. 02018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date IFC 11/11/20 IFC 12/15/20 sheet title: BUILDING 1 DUPLEX TYPE 2 FLOOR PLANS project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: Al =22 ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION FINISH SCHEDULE ROOM FLOOR WALL CEILING BASE BOARD GARAGE SEALANT OVER CONCRETE SLAB. PAINT OVER CONCRETE WALLS. 5/8" TYPE X GYPSUM BOARD N/A KITCHEN CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY @ THE BASEBOARD ARROUND KITCHEN MEGABOARD SHEATHING. UNDERSIDE OF METAL JOISTS. ISLAND. GREAT ROOM CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY @ THE UNDERSIDE OF BASEBOARD. MEGABOARD SHEATHING. METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE DINING METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE BASEBOARD. MEGABOARD SHEATHING. OF METAL JOISTS. FOYER CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE OF BASEBOARD. MEGABOARD SHEATHING. METAL JOISTS. POWDER ROOM Et CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE GUEST BATH METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEETH C 9'-0" A.F.F ATTACHED TO METAL FURRING BASEBOARD. DENSSHIELD TILE BACKER. CHANELS C 16" O.0 CLIPPED OR TIED TO MAIN CHANEL. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE BATH TYP METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE OF BASEBOARD. DENSSHIELD TILE BACKER. METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE GUEST BEDROOM METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE OF BASEBOARD. MEGABOARD SHEATHING OR METAL JOISTS. CONCRETE SLAB. SEE 1, Al -60 ARCHITECTURAL FIBER CEMENT ARCHITECTURAL FIBER CEMENT NISHISOFFIT OVER 5 BALCONY/ CERAMIC TILE OVER MORTAIR BED, WALL SIDING NICHIHA OVER 5 1 /2" 1 /2" MEGABOARD BASE Et METAL JOISTS. CEILING ENTRY STOOP METAL LATH Et CONCRETE SLAB. EXTERIOR THERMASTEEL WALL CONDITION HEREON DESCRIBED DOES NOT APPLY TO N/A PANEL BALCONY ACROSS THE BACK CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE BEDROOM TYP METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY @ THE UNDERSIDE BASEBOARD. MEGABOARD SHEATHING. OF METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE MASTER BEDROOM METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY @ THE UNDERSIDE BASEBOARD. MEGABOARD SHEATHING. OF METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE MASTER BATH METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE BASEBOARD. DENSSHIELD TILE BACKER. OF METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE CLOSET TYP METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE BASEBOARD. MEGABOARD SHEATHING. OF METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE LAUNDRY METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY @ THE UNDERSIDE BASEBOARD. MEGABOARD SHEATHING. OF METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE FAMILY ROOM METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE BASEBOARD. MEGABOARD SHEATHING. OF METAL JOISTS. -BOND COAT OVER GYPBOARD MORTAIR SETTING BED SHEATHING— - 00 REINFORCEMENT Vz g WALL PANEL o f= METAL LATH OR KITCHEN ISLAD o GROUT JOINT io,POLYURETHANE W a CERAMIC TILE BASEBOARD �i'r-+r�,i r--r'•� :—r;—...:+ -ram- :i'� S'`'�':+" '---- CLEAVE MEMBRANE OR METAL JOISTS MOISTURE BARRIER LAID OVER MEGABOARD FLOOR SHEATHING HANGER WIRES CLIPPED OR TIED METAL CHANELS TO STEEL JOISTS -- METAL FURRING CHANELS SMOOTH FLAT PLASTER ON GYPBOARD GYPBOARD SHEATHING WALL PANEL OR KITCHEN ISLA POLYURETHANE BASEBOARD W/ WIRE SPACE CLEAVE MEMBRANE OR MOISTURE BARRIER LAID OVER MEGABOARD FLOOR SHEATHING METAL JOISTS-- CONCRETE SLAB SMOOTH FLAT PLASTER ON GYPBOARD SHEATHING INSTALLED @ UNDERSIDE OF METAL JOISTS BOND COAT OVER MORTAIR SETTING BED REINFORCEMENT METAL LATH GROUT JOINT CERAMIC TILE W FLOOR PLAN NOTES 1- WHERE DIMENSION IS, NOT PROVIDED ASSUME DOORS ARE CENTERED ON CLEAR SPACE. 2- ALL DIMENSIONS TO FACE OF STUD U. N.0 3- ALL WINDOW Et DOOR GLAZING TO BE TEMPERED. 4- INSTALL 5/8" TYPE X GYPSUM BOARD ON GARAGE CEILING BELOW LIVING SPACE. 5-SEE TYPICAL ENLARGED PLANS FOR PLUMBING FIXTURES Et BATHROOM APPLIANCES INFORMATION. FLOOD VENT NOTES -TOTAL ECLOSED AREA MEASURED FROM EXTERIOR FACE OF ENCLOSURED WALL IS 1,257 SF -EACH ENCLOSED AREA SHALL HAVE AT LEAST TWO (2) FLOOD VENTS. -OPENINGS SHALL BE LOCATED ON AT LEAST 2 DIFERENT WALLS. -THE BOTTOM OF EACH OPENING SHALL NOT BE LOCATED HIGHER THAN 12" ABOVE HIGHER LEVEL OF THE ENCLOSED AREA SHEETH C 9 -0 A. F. F ATTACHED TO METAL FURRING CHANELS -FLOOD VENT MUST MAINTAIN FLORIDA BUILDING CODE PRODUCT APPROVAL AND BE INGENEERD TO POWDER F± GUEST BATH CEILING / FLOOR FLOOR JOINT / TYPYCAL CEILING COVER A MINIMUM OF 200 SQ FT PER 8"X16" VENT. FLOOR PLAN LEGED 3 1 /2" THERMASTEEL WALL PANEL * 3 1 /2" THERMASTEEL WALL PANEL �® FIRE RATED DUCT ENCI OSURE 5 1 /2" THERMASTEEL WALL PANE_ 5 1 /2" METAL STUD FRAMING WALL ROOF TOP FLOOR PLAN �-23 1 /4" = V-0" CARBON MONOXIDE DETECTOR THRESHOLD BUILDING STATEMENT: SMOKE DETECTOR W-01 WINDOW TAG THAT, TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH D DOOR TAG THE APPLICABLE MINIMUM BUILDING CODES AND THE 01 APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED BY THE LOCAL Al ITHORITY IN ACCORDANCE WITH THIS SECTION AND CHAPTEk' 633, FLORIDA STATUTES. wrieht qah[ 11 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 W r\ Ln ® > v � � M L ! Q W z� DC W o N U of ~U Q 0 Q J w m t^ z — V � w O N Z z w stamp: .S, 0 rn 100540 G S ARC "- This drawing is the property of WRIGHT GARDNER ARCHITEC , LL ., It ' is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. 02018 WRIGHT GARDNER ARCHITECT, I.L.C. revisions No. Description Date IFC 12/15/20 sheet title: BUILDING 1 DUPLEX TYPE 2 FLOOR PLANS project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: Al =23 ❑ NOT ISSUED FOR CONSTRUCTION 0 ISSUED FOR CONSTRUCTION 1 1 /2" = V-0" 1 1 /2" = V-0" FINISH SCHEDULE ROOM FLOOR WALL CEILING BASE BOARD GARAGE SEALANT OVER CONCRETE SLAB. PAINT OVER CONCRETE WALLS. 5/8" TYPE X GYPSUM BOARD N/A KITCHEN CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPI30ARD SHEATHING SHEATHING FASTENED DIRECTLY C THE BASEBOARD ARROUND KITCHEN MEGABOARD SHEATHING. UNDERSIDE OF METAL JOISTS. ISLAND. GREAT ROOM CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPI30ARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE OF BASEBOARD. MEGABOARD SHEATHING. METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE DINING METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE BASEBOARD. MEGABOARD SHEATHING. OF METAL JOISTS. FOYER CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE OF BASEBOARD. MEGABOARD SHEATHING. METAL JOISTS. POWDER ROOM Et CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE GUEST BATH METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEETH C 9'-0" A.F.F ATTACHED TO METAL FURRING BASEBOARD. DENSSHIELD TILE BACKER. CHANELS @ 16" O.0 CLIPPED_OR TIED TO MAIN CHANEL. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE BATH TYP METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE OF BASEBOARD. DENSSHIELD TILE BACKER. METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER, SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE GUEST BEDROOM METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY @ THE UNDERSIDE OF BASEBOARD. MEGABOARD SHEATHING OR CONCRETE SLAB. SEE 1, Al -60 METAL JOISTS. ARCHITECTURAL FIBER CEMENT ARCHITECTURAL FIBER CEMENT NISHISOFFIT OVER 5 BALCONY/ CERAMIC TILE OVER MORTAIR BED, WALL SIDING NICHIHA OVER 5 1 /2" 1 /2" MEGABOARD BASE Et METAL JOISTS. CEILING ENTRY STOOP METAL LATH Et CONCRETE SLAB. EXTERIOR THERMASTEEL WALL CONDITION HEREON DESCRIBED DOES NOT APPLY TO N/A PANEL BALCONY ACROSS THE BACK CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER, SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE BEDROOM TYP METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE BASEBOARD. MEGABOARD SHEATHING. OF METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE MASTER BEDROOM METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE BASEBOARD. MEGABOARD SHEATHING. OF METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE MASTER BATH METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE BASEBOARD. DENSSHIELD TILE BACKER. OF METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE CLOSET TYP METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE BASEBOARD. MEGABOARD SHEATHING. OF METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE LAUNDRY METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY @ THE UNDERSIDE BASEBOARD. MEGABOARD SHEATHING. OF METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE FAMILY ROOM METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE BASEBOARD. MEGABOARD SHEATHING. OF METAL JOISTS. GYPBOARD XA z SHEATHING - I-_ 00 g WALL PANEL o z OR KITCHEN ISLAD o > POLYURETHANE Qf BASEBOARD a METAL JOISTS HANGER WIRES CLIPPED OR TIED TO STEEL JOISTS METAL FURRING CHANELS -- ----- --BOND COAT OVER MORTAIR SETTING BED REINFORCEMENT i METAL LATH -GROUT JOINT ----CERAMIC TILE CLEAVE MEMBRANE OR MOISTURE BARRIER LAID OVER MEGABOARD FLOOR SHEATHING GYPBOARD SHEATHING WALL PANEL OR KITCHEN ISLAD POLYURETHANE BASEBOARD W / WIRE SPACE CLEAVE MEMBRANE OR MOISTURE BARRIER LAID -BOND COAT OVER z MORTAIR SETTING BED °O -REINFORCEMENT o z METAL LATH o > GROUT JOINT Q CERAMIC TILE 4 FLOOR PLAN NOTES ....-_....... -..... _ ................. ___..-....__. _.. _.. _ . __.._ _.....__.-....._.._._................................. ._..__..: _..... .........a.... __. _ _._... .... __ ......... - — _ �--�- �--� - ........:......:_::.::__:: PEN ROOF TOP .:_ OPEN ROOF TO INSTALL PREFINISHED METAL .7 COPING OVER ARCHITECTURAL ................. ............................... SAIL FENCE _:::.....:..._._..._: — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ------------------------------------------- I II II II II -DASHED LINE INDICATES DRIP I I I II I EDGE ON ROOF PERIMETER I I I II I it II I II I II I II I SLOPE TO GUTTER j j SLOPE TO GUTTER j DRAINDRAIN C 1 /8":12" I I DRAINDRAIN C 1 /8°':12'° I II I II � II I II I II I DECK TO DECK TPO CUT EDGE I SEALANT ALONG AREA I I SEPARATION FIRE WALL it I I DASHED LINE INDICATES DRIP I I EDGE ON ROOF PERIMETER - Reviewed for Codl Compliance DOUNSPOUT DRAINAGE DISCHARGE I I DOUNSPOUT DRAINAGE DISCHARGE Universal Engineer) I I SCi�rc�ss I II II I COMPOSITE METAL PANEL OVER I I COMPOSITE METAL PANEL OVER MISCELLANEOUS RED STEEL FASCIA FRAME MISCELLANEOUS RED STEEL FASCIA FRAME 5" GALVANIZED GUTTER DRAIN j j 5" GALVANIZED GUTTER DRAIN 1- WHERE DIMENSION IS NOT PROVIDED ASSUME DOORS ARE CENTERED ON CLEAR SPACE. 2- ALL DIMENSIONS TO FACE OF STUD U. N.0 3- ALL WINDOW 8t DOOR GLAZING TO BE TEMPERED. 4- INSTALL 5/8" TYPE X GYPSUM BOARD ON GARAGE CEILING BELOW LIVING SPACE. 5-SEE TYPICAL ENLARGED PLANS FOR PLUMBING FIXTURES Et BATHROOM APPLIANCES INFORMATION. FLOOD VENT NOTES OVER MEGABOARD FLOOR -TOTAL ECLOSED AREA MEASURED FROM SHEATHING -- - EXTERIOR FACE OF ENCLOSURE:D WALL IS 1,257 SF ~ '.. -EACH ENCLOSED AREA SHALL HAVE AT LEAST TWO (2) FLOOD VENTS. -OPENINGS SHALL BE LOCATED ON AT LEAST 2 DIFERENT WALLS. -THE BOTTOM OF EACH OPENING SHALL NOT BE SMUU I H rtA I IJLA4) I tK UN Urrt5UAKu SMOOTH FLAT PLASTER ON GYPBOARD LOCATED HIGHER THAN 12 ABOVE HIGHER LEVEL SHEETH C 9'-0" A.F.F ATTACHED TO SHEATHING INSTALLED @ UNDERSIDE OF OF THE ENCLOSED AREA METAL FURRING CHANELS METAL JOISTS -------- -FLOOD VENT MUST MAINTAIN FLORIDA BUILDING POWDER Et GUEST BATH CEILING / FL00 FLOOR JOINT / TYPYCAL CEI LI DE PRODUCT RD TO ER A MINIMUM OF OVAL 00 SQ FT PER 8'X16°AND BE EVENT. 1 1 /2" = 1'-0°' METAL CHANELS METAL JOISTS -- CONCRETE SLAB 1 1 /2" = V-0" TPO MEMBRANE OVER DRAGONBOARD ROOF SHEATHING 8: 12" DEEP SUPER STUD COLD FORMED STEEL JOIST FLOOR PLAN LEGED 3 1 /2" THERMASTEEL WALL PANEL C® 3 1 /2" THERMASTEEL WALL PANEL s® FIRE RATED DUCT ENCLOSURE 5 1 /2" THERMASTEEL WALL PA14EL � / 77 5 1 /2" METAL STUD FRAMING WALL CARBON MONOXIDE DETECTOR - - - - - - - - - - - - - - - - - --=------- TPO MEMBRANE OVER DRAGONBOARD ROOF SHEATHING Et 12" DEEP SUPER STUD COLD FORMED STEEL JOIST NOTE: PER FLORIDA BUILDING CODE 705.11 EXCEPTION 3; NO PARAPET IS PROPOSED ROOF FLOOR PLAN Al-24 1 /4" = 1'-0" SEE REVISED DATA ON THESE PAGE. THRESHOLD BUILDING STATEMENT: SMOKE DETECTOR W-01 WINDOW TAG THAT, TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE PI ANS AND SPECIFICATIONS COMPLY WITH D DOOR TAG THE APPLICABLE MINIMUM BUILDING CODES AND THE 01 APPLICABLE FIRE-SARETY STANDARDS AS DETERMINED BY THE LOCAL AUTHOR! rY IN ACCORDANCE WITH THIS SECTION AND CHAPTER 633, I I_ORIDA STATUTES. wrieht arhl 11C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 tA W V Z W Ln 0LLJ >'T N M Q W Zo w O N V O LL N =_ ~V Q = Q J w m v- w Z z w stamp: i OF F4Q m ARCL"! I This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., & is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. 02018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date 2 Revision 2 Date 2 IFC 12/15/20 sheet title: BUILDING 1 DUPLEX TYPE 2 FLOOR PLANS project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: Al I. 24 ❑ NOT ISSUED FOR CONSTRUCTION 0 ISSUED FOR CONSTRUCTION 1'-81/2" GROUND FLOOR PLAN 1 /4" = V-0" 41 GARAGE FLOOR PLAN 1 /4" = V-0" RCP GENERAL NOTES 1. ALL LIGHT FIXTURES ARE NEW LED DIMMABLE, U.N.O. 2. COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO INSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEM, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON ARCHITECT'S DRAWINGS. 3. PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT TO VERTICAL SURFACES, FREE FROM CURVES, BREAKS OR OTHER IRREGULARITIES, AND PAINTED TO MATCH THE CEILING FINISH. 4. FURNISH AND INSTALL ALL FIXTURES, ASSOCIATED TRIM, FIXTURE LAMPS, AND SEISMIC BRACING AS REQUIRED. 5. PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE, AND MATCH ADJACENT CEILING FINISH U.N.O. 6. ALL SWITCHES AND DIMMERS SHALL BE LOCATED 42" ABOVE FINISHED FLOOR TO CENTER OF SWITCH U.N.O. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER AND FINISHED WITH ONE COVER PLATE U.N.O. 7. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO BOTTOM OF FINISHED GWB OR CEILING TILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES. 8. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT TYPES, LIGHT FIXTURES, AND ASSOCIATED ITEMS. REFER TO ENGINEERING DRAWING (LIGHTING PLAN) FOR CIRCUITING, WIRING LAYOUT, SWITCH LOCATION AND ADDITIONAL INFORMATION. 9. IN THE EVENT OF DISCREPANCIES BETWEEN THE ARCHITECT'S REFLECTED CEILING PLAN AND THE ENGINEER'S LIGHTING PLAN, IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH WORK. 10. ALL SPECIFIC INFORMATION CONCERNING INSTALLATION OF VARIOUS ABOVE -CEILING ELEMENTS ARE TO BE FOUND IN THE HVAC, PLUMBING, FIRE PROTECTION, ELECTRICAL AND LIGHTING DRAWINGS. 11. NOTIFY ARCHITECT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, STRUCTURES, HVAC AND/OR (E) CONDUIT, PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEEN ARCHITECT'S CEILING GRID LOCATION AND ACTUAL FIELD CONDITIONS ARE TO BE CLARIFIED WITH THE ARCHITECT PRIOR TO FRAMING. 12. SUBMIT GRILLE, SPRINKLER, THERMOSTAT, AND OTHER FIXTURES AND ELEMENT LAYOUTS TO THE ARCHITECT FOR REVIEW AT LEAST 2 WEEKS PRIOR TO INSTALLATION. 13. FURNISH AND INSTALL UNDERWRITERS LABORATORIES INC. (UL) LABELED DEVICES THROUGHOUT. 14. INSTALL LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, AND THE LIKE, TO AVOID FIXTURE SOILING OR DAMAGE: FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW; LAMPS SHALL BE NEW AT PROJECT COMPLETION. 15. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL DUCTS, STRUCTURAL ELEMENTS AND ALL OTHER APPLICABLE ITEMS; INSTALL APPLICABLE NEW PLUMBING, MECHANICAL FANS, DUCTS, CONDUITS, AND OTHER RELATED AND APPURTENANT ITEMS SO AS TO NOT CONFLICT WITH LUMINARIES AND ANY AND ALL FIELD CONDITIONS. 16. REFER TO ELECTRICAL DOCUMENTS FOR FARTHER INFORMATION REGARDING DEDICATED OUTLETS Et JUNCTION BOX. 17. WHERE NO DIMENSION IS SHOWN ASSUME LIGHT FIXTURE IS CENTERED IN THE ROOM OR CLEAR SPACE. LIGHTING LEGEND FLOOD LIGHT -0 SCONCE LIGHT RECESSED LIGHT FIXTURE (DIMMABLE) CEILING MOUNTED FIXTURE FLUORECENT LIGHTS ® EXTRACTOR CEILING MOUNTED POWER WITH LIGHT Et OUTLET INCLUDED FOR GARAGE GATE EP ELECTRICAL PANEL EM ELECTRICAL METER LED T LED TRANSFORMER OUTLET JB MB JUNCTION BOX FOR MOTORIZED BLINDS Ev ELECTRIC VEHICLE CHARGER WALL LIGHTS wrieht arhl 11C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 94 Wu7 0 M N �a W z o w'O N u O tJ N =_ ~ U Q 0a O w J V_m w Z z w —� II This drawing is the property of WRIGHT GARDNERtAR/HITECT, L� is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. 02018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date IFC 11/11/20 IFC 12/16/20 sheet title: DUPLEX RCP project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: Al =25 ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION .2' Al-26 rk usem im lW&I ULZA 1 /4" = 1'-0" SECOND FLOOR PLAN___ 1 /4" = V-0" RCP GENERAL NOTES 1. ALL LIGHT IIXTURES ARE NEW LED DIMMABLE, U.N.O. 2. COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO INSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEM, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON ARCHITECT'S DRAWINGS. 3. PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED TNGHT TO VERTICAL SURFACES, FREE FROM CURVES, BREAKS OR OTHER IRREGULARITIES, AND PAINTED TO MATCH THE CEILING FINISH. 4. FURNISH AND INSTALL ALL FIXTURES, ASSOCIATED TRIM, FIXTURE LAMPS, AND SEISMIC BRACING AS REQUIRED. 5. PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE, AND MATCH ADJACENT CEILING FINISH U.N.O. 6. ALL SWITCHES AND DIMMERS SHALL BE LOCATED 42" ABOVE FINISHED FLOOR TO CENTER OF SWITCH U.N.O. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER AND FINISHED WITH ONE COVER PLATE U.N.O. 7. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO BOTTOM OF FINISHED GWB OR CEILING TILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES. 8. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT TYPES, LIGHT FIXTURES, AND ASSOCIATED ITEMS. REFER TO ENGINEERING DRAWING (LIGHTING PLAN) FOR CIRCUITING, WIRING LAYOUT, SWITCH LOCATION AND ADDITIONAL INFORMATION. 9. IN THE EVENT OF DISCREPANCIES BETWEEN THE ARCHITECT'S REFLECTED CEILING PLAN AND THE ENGINEER'S LIGHTING PLAN, IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH WORK. 10. ALL SPECIFIC INFORMATION CONCERNING INSTALLATION OF VARIOUS'* ABOVE -CEILING ELEMENTS ARE TO BE FOUND IN THE HVAC, PLUMBING, FIRE PROTECTION, ELECTRICAL AND LIGHTING DRAWINGS. 11. NOTIFY ARCHITECT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, STRUCTURES, HVAC AND/OR (E) CONDUIT, PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEEN ARCHITECT'S CEILING GRID LOCATION AND ACTUAL FIELD CONDITIONS ARE TO BE CLARIFIED WITH THE ARCHITECT PRIOR TO FRAMING. 12. SUBMIT GRILLE, SPRINKLER, THERMOSTAT, AND OTHER FIXTURES AND ELEMENT LAYOUTS TO THE ARCHITECT FOR REVIEW AT LEAST 2 WEEKS PRIOR TO INSTALLATION. 13. FURNISH AND INSTALL UNDERWRITERS LABORATORIES INC. (UL) LABELED DEVICES THROUGHOUT. 14. INSTALL LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, AND THE LIKE, TO AVOID FIXTURE SOILING OR DAMAGE: FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW; LAMPS SHALL BE NEW AT PROJECT COMPLETION. 15. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL DUCTS, STRUCTURAL ELEMENTS AND ,ALL OTHER APPLICABLE ITEMS; INSTALL_ APPLICABLE NEW PLUMBING, MECHANICAL FANS, DUCTS, CONDUITS, AND OTHER RELATED AND APPURTENANT ITEMS SO AS TO NOT CONFLICT WITH LUMINARIES AND ANY AND ALL FIELD CONDITIONS. 16. REFER TO ELECTRICAL DOCUMENTS FOR FARTHER INFORMATION REGARDING DEDICATED OUTLETS Et JUNCTION BOX. 17. WHERE NO DIMENSION IS SHOWN ASSUME LIGHT FIXTURE IS CENTERI.D IN THE ROOM OR CLEAR SPACE. Reviewed for Code Compliance Universal Engineering Sciences wrieht arhl 11C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 N W V Z W N W 0C N Q J C) z .Q W V 0 stamp: Riia r Walk, _ ` Ln LLJ ON oQ z® W� u-J O v_ O 0Q Ln w m o ►z o cn r- z w 100540 � ,• This drawing is the property of WRIGHT GARDNER A'/n is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. ®2018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description I FC I FC sheet title: Date 11/11/20 12/16/20 DUPLEX RCP project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: Al =26 ❑ NOT ISSUED FOR CONSTRUCTION ® ISSUED FOR CONSTRUCTION Reviewed for Code Compliance (Jni.versal Engineering 93 Sciences UNIT 1 UNIT 2 DUPLFX FRONT (NORTH) ELEVATION TYP UNIT 1 GROUND F.F.E UNIT 2 GROUND F.F.E DESIGN FLOOD ELEVATION BASE FLOOD ELEVATION PER FEMA'S NFHL MAP 5.94 NAVD 6.09 NAVD DESIGN FLOOD ELEVATION = 6.16 NAVD ZONE "AE" ELEVATION T-0" NAVD G SEE REVISED DATA ON THESE PAGE. NOTES: 1 /4" = V-0" EXTERIOR FINISH SCHEDULE KEY NOTE MATERIAL MANUFACTURER COLOR UNDERLAYMENT 0) COMPOSITE METAL PANEL ALUCOBOND WHITE MOISTURE BARRIER OVER EXTERIOR DENS GLASS WALL PANEL O FIBER CEMENT ARCHITECTURAL WALL PANEL NICHIHA MIRAIA MOISTURE BARRIER OVER EXTERIOR DENS GLAS WALL PANEL O FIBER CEMENT LAPSIDING WALL PANEL NICHIHA SPRUCE MOISTURE BARRIER OVER EXTERIOR DENS GLASS WALL. PANEL O EXPOSED CONCRETE CAST ON SITE T. B. D N/A O FIBER CEMENT LAPSIDING WALL PANEL NICHIHA SPRUCE MOISTURE BARRIER OVER FIBER CEMENT SHEATHING, LIGHT GAUGE STUD FRAMING Et CABLE BRACING STRUCTURE - TERMITE TREATMENT: PROVIDE TREATMENT CERTIFICATES AS EACH REQUIRED PROTECTIVE TREATMENT IS COMPLETED. TREATMENT CERTIFICATE SHALL PROVIDE THE PRODUCT USED, INDENTITY OF APPLICATOR, TIME AND DATE OF TREATMENT, STE LOCATION, AREA TREATEMENT, CHEMICAL USED, PERCENT CONCENTRATION AND NUMBER OF GALLONS USED, TO EXTABLISH A VERYFIABLE RECORD OF PROTECTIVE TREATMENT. IF SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. -THRESHOLD BUILDING STATEMENT: THAT, TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH THIS SECTION AND CHAPTER 633, FLORIDA STATUTES. -FLOOD HAZARD ELEVATION: PER FLORIDA BUILDING CODE ALL INTERIOR FINISHES, TRIM AND DECORATIVE MATERIALS PROPOSED BELOW BASE FLOOD ELEVATION SHALL 1 AE FLOOD -DAMAGE -RESISTANT. FLOOD VENT NOTES -TOTAL ECLOSED AREA MEASURED FROM EXTERIOR FACE OF ENCLOSURED WALL IS 1,257 SF -EACH ENCLOSED AREA SHALL HAVE AT LEAST TWO (2) FLOOD VENTS. -OPENINGS SHALL BE LOCATED ON AT LEAST 2 DIFERENT WALLS. -THE: BOTTOM OF EACH OPENING SHALL NOT BE LOCATED HIGHER THAN 1 2" ABOVE F''IGHER LEVEL OF THE ENCLOSED AREA wri ht �a r r,,, h�el 11C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 V) W V Z W Ln M N � Q UJ Z o Wo N u 0LZ N =i ~u Q 0 Q w m oz w o N Z z w stamp: P�-1 a F r` 1GH7-G, w ] 00 O �7 ; • AR�N��; L g Z' This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., Et is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. 02018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date 2 Revision 2 11M(� M IFC 12/15/20 sheet title: BUILDING 1 DUPLEX TYPE 2 ELEVATIONS project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: -INSTALLATION OF EXTERIOR GEORGIA PACIFIC DENSGLASS PANEL OVER THERMASTEEL EXTERIOR WALL PANEL WILL BE DETERMINED BY FIRE DISTANCE OF ADJACENT BUILDINGS SHOWN IN CODE ,ANALYSIS PROVIDED ON AO-01 OF ARCHITECTURAL SET OF DFAWINGS. - SEE STRUCTURAL S131-17 TO IDENTIFY WIND ZONE AREAS AND RELATED WIND LOAD ANALYSIS. -FLOOD VENT MUST MAIN VAIN FLORIDA BUILDING CODE PRODUCT APPROVAI AND BE INGENEERD TO COVER A MINIMUM OF 20(:) SQ FT PER 8"X16" VENT. 60- NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION 1 O O 1 Al-50 ROOF 48' - 4" 00 M O* M THIRD FLOOR 36' - 11 3/4" oo N b 1 SECOND FLOOR ��I-�N L � L�a 11UIAL 26' - 11 3/4" �F=__] �]C 1 1-50 W-13 ®® ■ ML ■ ■ ME ME 0 ME ■ ■ ■ NMI; 1' 1 ME ■ 1 W-14 co M a` , M ———— ROOFS 48' - 5 1 //4" 00 M �, — — THIRD FLOOR � 1 iv 37- 1 1 /4" O 1 SECOND FLOOR D2_ 27- 1 1 /4" i FLOOD VENTS FLOOD VENTS UNIT 2 UNIT 1 DUPLEX BACK_ (SOUTH) ELEVATION TYP 1 /4" = V-0" UNIT 1 GROUND F.F.E UNIT 2 GROUND F.F.E DESIGN FLOOD ELEVATION BASE FLOOD ELEVATION PER FEMA'S NFHL MAP 5.94 NAVD 6.09 NAVD DESIGN FLOOD ELEVATION = 6.16 NAVD ZONE "AE" ELEVATION T-0" NAVD zi�__\ SEE REVISED DATA ON THESE PAGE. MAIN FLOOR 15' - 1 1 /4" GROUND FLOOR 6' - 1 1 /4" 6.09 N.A.V.D Reviewed for Code Camp�iiance dniuer,al Engineering Sciences EXTERIOR FINISH SCHEDULE KEY NOTE MATERIAL_ MANUFACTURER COLOR UNDERLAYMENT O COMPOSITE METAL PANEL ALUCOBOND WHITE MOISTURE BARRIER OVER EXTERIOR DENS GLASS WALL PANEL O FIBER CEMENT ARCHITECTURAL WALL PANEL NICHIHA MIRAIA MOISTURE BARRIER OVER EXTERIOR DENS GLAS WALL PANEL O FIBER CEMENT LAPSIDING WALL PANEL NICHIHA SPRUCE MOISTURE BARRIER OVER EXTERIOR DENS GLASS WALL PANEL �4 EXPOSED CONCRETE CAST ON SITE T. B. D N/A O FIBER CEMENT LAPSIDING WALL PANEL NICHIHA SPRUCE MOISTURE BARRIER OVER FIBER CEMENT SHEATHING, LIGHT GAUGE STUD FRAMING Et CABLE BRACING STRUCTURE NOTES: - TERMITE TREATMENT: PROVIDE TREATMENT CERTIFICATES AS EACH REQUIRED PROTECTIVE TREATMENT IS COMPLETED. TREATMENT CERTIFICATE SHALL PROVIDE THE PRODUCT USED, INDIENTITY OF APPLICATOR, TIME AND DATE OF TREATMENT, STE LOCATION, AREA TREATEMENT, CHEMICAL USED, PERCENT CONCENTRATION AND NUMBER OF GALLONS USED, TO EXTABLISH A VERYFIABLE RECORD OF PROTECTIVE TREATMENT. IF SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. -THRESHOLD BUILDING STATEMENT: THAT, TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH THIS SECTION AND CHAPTER 633, FLORIDA STATUTES. -FLOOD HAZARD ELEVATION: PER FLORIDA BUILDING CODE ALL INTERIOR FINISHES, TRIM AND DECORATIVE MATERIALS PROPOSED BELOW BASE FLOOD ELEVATION SHALL BE FLOOD -DAMAGE -RESISTANT. -INSTALLATION OF EXTERIOR GEORGIA PACIFIC DENSGLASS PANEL OVER THERMASTEEL EXTERIOR WALL PANEL WILL BE DETERMINED BY FIRE DISTANCE OF ADJACENT BUILDINGS SHOWN IN CODE ANALYSIS PROVIDED ON AO-01 OF ARCHITECTURAL SET )F DRAWINGS. - SEE STRUCTURAL S131-17 TO IDENTIFY WIND ZONE AREAS AND RELATED WIND LOAD ANALYSIS FLOOD VENT NOTES -TOTAL ECLOSED AREA MEASURED FROM EXTERIOR FACE OF ENCLOSURED WALL_ IS 11257 SF -EACH ENCLOSED AREA SHALL HAVE AT LEAST TWO (2) FLOOD VENTS. -OPENINGS SHALL BE LOCATED ON AT LEAST 2 DIFERENT WALLS. -THE BOTTOM OF EACH OPENING SHALL NOT BE LOCATED HIGHER THAN 12" ABOVE HIGHER LEVEL OF THE ENCLOSED AI,EA -FLOOD VENT MUST MAINTAIN FLORIDA BUILDING CODE PRODUCT APPI,'OVAL AND BE INGENEERD TO COVER A MINIMUM Ol' 200 SQ FT PER 8"X16" VENT. ■ wri ht ae rcki 'ecl 11C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 W ® w Is > IT s M W z o a— LLJ O u J O Li Q 0 Q w m ♦ r1 o z V � w oZ z w stamp: P�E eF �4 IGHT rn 1 ARG�t'C� This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., Et is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. ®201& WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date 2 RtMon 2 1 QAI( M IFC 12/15/20 sheet title: BUILDING 1 DUPLEX TYPE 2 ELEVATIONS project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: ❑ NOT ISSUED FOR CONSTRUCTION E ISSUED FOR CONSTRUCTION CD O r cV I UNIT 2 ROOF 48' - 5 1 / 4" THIRD FLOOR 37' - 1 1 /4" UNIT 1 ROOF 48' - 4" THIRD FLOOR 36- 11 3 /4" s SECOND FLOOR SECOND FLOOR ------------ k27'126' - 11 3/4„ ►I N FLOOR I 5' - 1 1 /4" GROUND FLOOR 6' - 1 1 /4" 6.09 N.A.V.D MAIN FLOOR 14' - 11 3/4" GROUND FLOOR 5'- 11 3 /4" 5.94 N.A.V.D 1 1-53 5 .liliillliil � � ./i111!!11l111 111111111111111 1111i111!l111l1 �l11�:7111111111 1111111111!l111 ®11r:/1111l11l1111 111111111111111 ./®/::i11111111111111 !11!l1111111111 .116.e1111111111'1!!!11 �����-- �..tm ..®I®i�.ililll111 100 .1®I11111i1111�j�i11'°1� �� IIIII� UNIT 1 GROUND F.F.E UNIT 2 GROUND F.F.E DESIGN FLOOD ELEVATION BASE FLOOD ELEVATION PER FEMA'S NFHL MAP 5.94 NAVD 6.09 NAVD DESIGN FLOOD ELEVATION = 6.16 NAVD ZONE "AE" ELEVATION Y-O" NAVD 1152 DUPLEX SIDE EAST/WEST) ELEVATION Al -32 1 /4" = V-0" ARCHITECTURAL SAIL FENCE Reviewed for Code Compliance Universal Engineering ED, Sciences EXTERIOR FINISH SCHEDULE KEY NOTE MATERIAL MANUFACTURER COLOR UNDERLAYMENT O COMPOSITE METAL PANEL ALUCOBOND WHITE MOISTURE BARRIER OVER EXTERIOR DENS GLASS WALL PANEL O FIBER CEMENT ARCHITECTURAL WALL PANEL NICHIHA MIRAIA MOISTURE BARRIER OVER EXTERIOR BENS GLAS WALL PANEL O FIBER CEMENT LAPSIDING WALL PANEL NICHIHA SPRUCE MOISTURE BARRIER OVER EXTERIOR !)ENS GLASS WALL PANEL 4� EXPOSED CONCRETE CAST ON SITE' T. B. D N/A O FIBER CEMENT LAPSIDING WALL PANEL NICHIHA SPRUCE MOISTURE BARRIER OVER FIBER CEMENT SHEATHING, LIGHT GAUGE STUD FRAMING 6t CABLE BRACING STRUCTURE NOTES: - TERMITE TREATMENT: PROVIDE TREATMENT CERTIFICATES AS EACH REQUIRED PROTECTIVE TREATMENT IS COMPLETED. TREATMENT CERTIFICATE SHALL PROVIDE THE PRODUCT USED, INDENTITY OF APPLICATOR, TIME AND DATE OF TREATMENT, STE LOCATION, AREA TREATEMENT, CHEMICAL USED, PERCENT CONCENTRATION AND NUMBER OF GALLONS USED, TO EXTABLISH A VERYFIABLE RECORD OF PROTECTIVE TREATMENT. IF SOIL CHEMICAL BARRIER METHOD FOR ® TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. SEE REVISED DATA ON THESE PAGE. -THRESHOLD BUILDING STATEMENT: THAT, TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE PLANTS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH THIS SECTION AND CHAPTER 633, FLORIDA STATUTES. -FLOOD HAZARD ELEVATION: PER FLORIDA BUILDING CODE ALL INTERIOR FINISHES, TRIM AND DECORATIVE MATERIALS PROPOSED BELOW BASE FLOOD ELEVATION SHALL BE FLOOD -DAMAGE -RESISTANT. -INSTALLATION OF EXTERIOR GEORGIA PACIFIC DENSGLASS PANEL OVER THERMAS-1 EEL EXTERIOR WALL PANEL WILL BE DETERMINED BY FIRE DISTANCE OF ADJACENT BUILDINGS SHOWN IN CODE ANALYSIS PROVIDED ON AO-01 OF ARCHITEC FURAL SET OF DRAWINGS. - SEE STRUCTURAL SB11-17 TO IDENTIFY WIND ZONE AREAS AND RELATED WIND LOAD ANALYSIS. FLOOD VENT NOTES -TOTAL ECLOSED AREA MEASURED FROM EXTERIOR FACE OF ENCLOSURED WALL IS 1,257 SF -EACH ENCLOSED AREA SHALL HAVE AT LEAST TWO (2) FLOOD VENTS. -OPENINGS SHALL BE LOCATED ON AT LEAST 2 DIFERENT WALLS. -THE BOTTOM OF EACH OPENING SHALL NOT BE LOCATED HIGHER THAN 12" ABOVE HIGHER LEVEL OF THE ENCLOSED AREA -FLOOD VENT MUST MAINTAIN FLORIDA BUILDING CODE PRODUCT APPROVAL_ AND BE INGENEERD TO COVER A MINIMUM OF 200 SQ FT PER 8"X16" VENT. wri ht arh�el 11C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 P414, W In LIJ ON � � M W Zo Wo N U J O H U Q 0 O Q J LIJ ca m m- W oZ Z w stamp_: 9! F4 �GFIT G 100i40 ' G>!. 'A, V G D AR This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., 8: is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. ®2018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date 2 Rdf&i on 2 11 Mill 2D IFC 12/15/20 sheet title: BUILDING 1 DUPLEX TYPE 2 ELEVATIONS project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: Al =32 ❑ NOT ISSUED FOR CONSTRUCTION 0 ISSUED FOR CONSTRUCTION cn Ul o� WALL SHOW MORT OVER PVC S LINER DENS! TILE E METAI /, An T-6"_+ 00 0 SINK VAN-411 MASTER BATH RAIN cn SHOWER o O w 411 WALL. MOUNTED SHOWER SP-3 R 21/-4 2-63/1 3'-3" 5'-19/16" 2'-63/16" _ 5 KITCHEN TYP 4 FAMILY ROOM BATH TYP 3 MASTER BATH TYP 2 SECOND FLOOR BATHR00 TYP POWDER ROOM/ GUEST BATH Al -40 1 /2" = V-0" A1-40 1 /2" = V-0" Al -40 1 /2" = V-0" A1-40 1 /2" = 1 -0" Al -40 1 /2" = 1'-0" AM w -p I a Lim-41 -p 1 1 / 7, A 4 /'1" V Ln v� M If- I IAI r7n AnF"J 11111,1M •J..r.\•LJ..•1V11\- ._..l�l.. ��........1 6 SHOWER PAN SECTION -40 1 1 /2" = V-0" C' 7 A /n" J � LAUNDRY ROOM SECOND FLOOR Al -40) 1 /2" = 1'-0" 4.-y. 6 UTILITY ROOM ROOF TOP Al -40 1 /2" = 1'-0" BATHROOM APPLIANCES SCHEDULE APPLIANCE KEY NOTE DIMENSION GENERAL DESCRIPTION SHOWER PAN SP-1 T-0" X 5'-0" SP-2 T-6" X 5'-0" SP-3 5'-0" X T-0" VANITY VAN-1 3'-0" X 1'-10" (1) ONE SINK VAN-2 T-6" X V-10" (1) ONE SINK VAN-3 6'-0" X 1'-10" (1) ONE SINK VAN-4 6'-0" X 1'-10" (2) TWO SINKS VAN-5 4'-0" X 1'-10" (1) ONE SINK W/SIDE CABINETRY NOTES: -ALL GLASS DOORS Et GLASSPARTITIONS TO BE TEMPERED. - ALL GLASS DOORS TO BE 30" WIDTH - SHOWER FLOORS Et WALLS IN SHOWER COMPARTMENTS SHALL BE CONSTRUCTED OF SMOOTH, CORROSION -RESISTANT AND NONABSORBENT WATERPROOF MATERIALS. WALL MATERIALS SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FT A. F. F - SHOWER LINERS SHALL TURN UP ON ALL SIDES NOT LESS THAN 2 INCHES ABOVE FINISHED THRESHOLD LEVEL AND BE PITCHED ONE- FOURTH UNIT VERTICAL IN 12 UNITS HORIZONTAL ■ wri ht Ra r e rc , ecl 11C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 V / W V Z W 0 N W W N N Q z Q W V O stamp: r\ Ln W >'IT M � Q Z o W U_J oLL. ~u C)a ow �m o Z �w p t/) Z W n This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., 8: is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. ©2018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date IFC 11/11/20 IFC 12/15/20 sheet title: TYPICAL ENLARGED FLOOR PLANS project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: Al =40 ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION 16 RISERS C 7 1 /2" 15 TREADS C 11 " PE 2 RISERS BELOW LAI 14 RISERS ABOVE U 19 RISERS @ 7 5/9' 18 TREADS @ 11 " PI 3 STAIR SECTION TYPE 1 -2 Al -41 1 /2" = 1'-0" 6'-8„ ANCE ROOF 47-51/4" DASHED LINE REPRESENTS 6'-8" CONTINUOUS HEAD CLEARANCE ABOVE STAIR NOSING LANDING _THIRD FLOOR 37- 2 1 /4" /3__� Al-41 ROOF 47 - 5 1 /4' 00 00 FAMILY \ \ \ M ` ROOM ROOF TOP \ \ IN \ GLASS — JOINT = —_TEMPERED GLASS PANEL IN THIRD FLOOR. 16 `� 37-21/4" 15 // 00 00 14 00 00 13 16 RISERS C 7 1 /2" PER RISER 00 \ 112!L RISERS BELOLANDING � 1 �2rW VE LANDING 10 HAND RAIL ` --GLASS DASHED LINE REPRESENTS 6'-8" `� 9 CONTINUOUS HEAD CLEARANCE IN ABOVE STAIR NOSING GLASS JOINT TEMPERED GLASS PANEL LANDING _SECOND FLOOR 27'-21/4" LINE REPRESENTS 6'-8" JOUS HEAD CLEARANCE TAIR NOSING )YER kND kI L MAIN FLOOR 15'- 2 1 /4" JOINI � \ —71 i ` 6 5 LANDING 4 ININ 2 L SHAPE 17 TREAD/ RISER 15 \WALL 14 13 12 HAND RAIL S.S. Z SHAPE 11 STRINGER 10 5/8" TYPE X GYPSUM 9 GUEST BOARD C UNDERSIDE 8 LANDING BATH OF STAIRS ATTACHED TO STAIR SUPORTS 7 CABINET i MASTER \ BEDROOM SECOND FLOOR 27- 2 1 /4" 19 RISERS @ 7 5/8" PER RISER 18 TREADS C 11" PER TREAD GREAT ROOM TEMPERED GLASS °O 6 POWDERSPACE 5 S.S. Z SHAPE STRINGERS 5/8" TYPE X GYPSUM 4 L SHAPE TREAD/ RISER BOARD @ WALL 3 SURFACES UNDER 5/8" TYPE X GYPSUM BOARD C WALL STAIRCASE AREA 2 SURFACES UNDER STAIRCASE AREA 1 MAIN FLOOR 15'- 2 1 /4" 3 '11Al-41 4 STAIR SECTION TYPE 1 1 /2" = 1'-0" 4 Al-41 DASHED LINE REPRESENTS TREADS a RISERS ON SECONL) n nnR Rpi nw 16 RISERS @ 7 ! 15 TREADS @ 1' Ww 0;�� THIRD FLOOR OPENING TYP 1 /2" = 1'-0" SECOND FLOOR OPENING TYP 1 /2" = 1'-0" ERS ■ wri ht a e rch i ecl 11C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 N W V Z W LLJ ON � � M LLI Z o I.L w o U O LL. N to = Q = Q o J W m oW o Z Z w stamp:,,,,, PlE OFF ~� Z' �OQS40 This drawing is the property of WRIGHT GARR ARCHITECT, LL ., &. is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. ©2018 WRIGHT GARDNER ARCHITECT, L.I.C. revisions No. Description Date IFC 11/11/20 IFC 12/15/20 NGERS _L BELLOW sheet title: STAIRS SCHEDULE project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: Al =41 ❑ NOT ISSUED FOR CONSTRUCTION E ISSUED FOR CONSTRUCTION 9-1 OPEN,,,-- -- ----WALL "L" SHAPE D/ TREAD/RISER BEHING Cc w "Z" SHAPE STRINGER; AE z 2X4 S.S. TOP RAIL CD UJ J w `nTEMPERED U GLASS JOINT Z LANDING �i w U o... 5 z EXPOSED LQ co 0 ANCHORES--- w wZ 3 a g S.S. 'Z" SHAPE STRINGER- 9.2 LANDING \� MAIN FLOOR. _ l ► �_ 14 - 11 3/4" OPEN BELOW TEMPERED TEMPERED LANDING GLASS GLASS MAIN FLOOR STAIR ELEVATION TYP. 1 /2" = V-0" 14 RISERS @ 7" PER RISER 13 TREADS @ 11" PER TREAD \ „ , 1r-�)) \ , XI MAIN FLOOR R • , 4 . - 11 3 , a , __ HAND RAIL 14 fi= 12 10" CONCRETE SLAB ax oz - - - - - - 11 CONCRETE SLAB , -_ `'•_: •7`"' _ ,3/ TREAD: ' -FINISH - \\, BASEMENT STORAGE -'' r 8" ELEVATOR PIT 5" CONCRETE SLAB OVER ? COMPACTED FILL— - - �• => F; \, \\ \\ \ 1 +' \' \f RA E , \ \ , GARAG EGA G \,\X \`X',\\` 2 DUPLEX ENTRY STAIRWA)l SECTION TYP Al -42 1 /2" = V-0" RAILING C 42" MIN CD 2 Al-42 (-l--) 1 /4DUPLEX STAIR Al -42 1 /2" = V-0" CORRECT DETAIL HAS BEEN PROVIDED Reviewed for Cade G9 compliance Universal Engineering Sciences wrieht arhl 11C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 N W U Z LU 0 N W tA tA Q J 0 Z a W V O stamp: p,-C E Op fi RICH Z m ' C, This drawing is the property ofRIGHT GARDNER ARCHITECT, LLC., & is not to be reproduced or copied in whole or in part. It is only to be used for [he project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. V2018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date 2 Rd%ion 2 11D21W2D IFC 12/15/20 sheet title: STAIR SCHEDULE project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: Al =42 ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION ARCHITECTURAL SAIL FENCE r`',r\ \ . \ \ / \ r \ . f ; TPO MEMBRANE OVER DRAGONBOARD ROOF SHEATHING 8t 12" DEEP SUPER STUD COLD FORMED STEEL JOIST 8t TWO LAYERS OF TYPE X GYPBOARD. SLOPE TO GUTTER @ 1 /8":12", SEE ROOF PLAN BUILDING SECTION (DUPLEX TYPE 2 Al-50 1 /4" = 1'-0" Reviewed for Come Compliance. Universal Engineering Sciences wrieht arhl 11C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 to W U Z W LLJ ON M W Z WO V O U_ V J = ~ U Q = Q O J W N co v— W O N Z �z W Q W V 0 stamp: ._ 0� ( �' • This drawing is the property of WR164T GARDNER ARCHITECT, L.L.C., a is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. 02018 WRIGHT GARDNER ARCHITECT, I.L.C. revisions No. Description Date 2 RtF&ion 2 11D1102) IFC 12/15/20 sheet title: BUILDING SECTIONS project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION i 1 1 ARCHITECTURAL / SAIL FENCE / o -OPEN ROOF DECK- / 1 1 4'-0" HEIGHT--CLO ET RAILING \ 12" 1 I\ 0 1 1 ' 1 1 1 / 0 I MASTER 1 \ WALKI N \ BEDROOM / LOSET 1 1 b 1 1 ' 1 1 1 1 1 1 —BALCONY— KITCHEN/ 1 1 GREAT ROOM --------------- 1 --------------- WA CD . , BASE FLOOD 'GARAGE -,MOMENT FRAME CONCRETE BEAM 1 1.. SUPPORTED BY CONCRETE - ELEVATION C 8'-6"' °O COLUMNS, SEE STRUCTURAL 1 1 / A , \ \ \ ELEVATOR / / / / ELEVATOR \ / ELEVATOR \ ELEVATOR i / / BATH \ \ / / LAUNDRY \ TPO MEMBRANE OVER DRAGONBOARD ROOF SHEATHING Ft 12" DEEP SUPER STUD COLD FORMED STEEL JOIST 8t TWO LAYERS OF TYPE X GYPBOARD. SLOPE TO GUTTER C 1 /8":12", SEE ROOF PLAN BEDROOM 1 UNIT 1 ROOF 48' - 4" THIRD FLOOR 36' - 11 3/4" UNIT 2 ` N �' 3 sg "M R at s ENTRY PORCH yaA L s l[3� Eiji I Iv1AIN FLOOR MAIN FLOOR - - — - - - - - - — - — -- - - .14' - 11 3 /4" 15' - 1 1 /4" ' - - _" BASEMENT -_ , STORAGE" yyy 8" DEEP ELEVATOR PIT l GROUND FLOOR GROUND FLO f - — a . "\ \ \r\ \,\,\ _ \,F\�, _ 5.94 N.A.V.D 6.09 N.A.V.D TYPICAL BULDING SECTION 1 /4" = V-0" Reviewed for code @9 Compliance Universal Engineering Sciences wrieht arhl 11C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 T 4 UJ ON � � M W Zo 'a o N u 0U_ Q C)a ow J m o w o Z Z W stamp: 90.F F4c 5 r 1 G H r C �'Q,,, z l This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. ©2018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date 2 RdWon 2 11Dattd'2D IFC 12/15/20 sheet title: BUILDING SECTIONS project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION O O V— O iV 0 o� ROOF — --_- 48' - 4" THIRD FLOUR 36' - 11 3/4" SECOND FLOOR 26' - 11 3/4" 92 Z MAIN FLOOR 14' - 11 3/4" GROUND FLOOR 5- 11 3/4" 5.94 N.A.V.D ELEVATOR SHAFT TPO MEMBRANE OVER DRAGONBOARD ROOF SHEATHING 8t 12" DEEP SUPER STUD COLD FORMED STEEL JOIST &t TWO LAYERS OF TYPE X GYPBOARD. SLOPE TO GUTTER @ 1 /8":12", SEE ROOF PLAN FOYER =-53 rc—= AMILY ROOM VESTIBULE UNDERSIDE OF STAIRS - TPO MEMBRANE OVER DRAGONBOARD ROOF SHEATHING &t 12" DEEP SUPER STUD COLD FORMED STEEL JOIST Et TWO LAYERS OF TYPE X GYPBOARD. SLOPE TO GUTTER C 1 /8":12", SEE ROOF PLAN Al-61 FAMILY ROOM VESTIBULE POWDER FOYER �Eq—= ELEVATOR SHAFT _——--ROOFS 48' - 5 1 // 4" - - _ THIRD FLOOR � 37' - 1 1 //4"" - - -SECOND FLOOR aL 27' - 1 1 //4"" L--------- MAIN FLOOR 15' - 1 1 /4" GARAGE. _ ` _ ` ; : ; , ,.GARAGE GROUND FLOOR 6' - 1 1 / 4" 16 6.09 N.A.V.D UNIT 1 UNIT 2 BUILDING SECTION Al-52 1 /4" = 1'-0" Reviewed for Code Compliance Universal Engineering [�B Sciences ■ wri ht a r e rc ec IIC 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 LA W V Z W r, � � M Lv Z o Wo N U J 0LL- N �U Q w J Nco 0 oW O N Z Z W stamp: �� ©F fiL CO, �'� z a �/I/tv� This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., Et is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. C2018 WRIGHT GARDNER ARCHITECT, I.I.C. revisions No. Description Date IFC 12/15/20 sheet title: BUILDING SECTIONS project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: Al =52 ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION NOTE: INSTALL GEORGIA PACIFIC DENSGLASS COMPOSITE DECKING OVER EXTERIOR SHEATHING OVER 5 1 /2" THERMASTEEL SLEEPERS AND SUPER STUD _ EXTERIOR WALL PANEL, SEE CODE ANALYSIS AO-01 TO FLOOR SYSTEM, SLOPE C VERIFY INSTALLATION OVER REQUIRED WALLS PER 1 /4":12" FIRE SEPARATION ANALYSIS. MOMENT FRAME, SEE STRUCTURAL GUTTER DRIP EDGE TPO COATED METAL _ _ 7 GALVANIZED GUTTER- Al-ss THIRD FLOOR. —36' - 11 3/4" COMPOSIT METAL PANEL ALUCOBOND FASCIA MOUNTED OVER RED STEEL FRAME----- MOISTURE BARRIER OVER EXTERIOR WALL PANEL R-30 INSULATION I —SUPER STUD COLD FORMED 5 1 /2" THERMASTEEL - METAL JOIST, SEE WALL PANEL STRUCTURAL FOR SPACING �SECOND FLOOR. 26' - 11 3/4" 42" HEIGH RAILING TILE OVER CONCRETE BALCONY SLAB, SEE STRUCTURAL �MAIN FLOOR. 14' _-1 1 3/4" 0 cV COMPOSITE METAL PANEL ALUCOBOND FASCIA --A MOMENT FRAME, SEE STRUCTURAL- NICHIHA ARCHITECTURAL WALL PANEL OVER MOISTURE BARRIER Et 5 1 /2" THERMASTEEL COMPOSITE EXTERIOR WALL PANEL R-19 INSUALTION� 2 LAYERS OF 5/8" GYPBOARD TYPE X C UNDERSIDE OF ROOF SYSTEM GARAGRE TPO MEMBRANE OVER DRAGONBOARD ROOF 3 SHEATHING Et 12" DEEP SUPER STUD COLD FORMED Al-62 STEEL JOIST Et TWO LAYERS OF TYPE X GYPBOARD. SLOPE TO GUTTER C 1 /8":12", SEE ROOF PLAN ' — - — - /_ DRAGON BOARD SUBFLOOR SHEATHING TO BE INSTALLED ACCROSS TOP OF THERMASTEEL WALL BELOW - SUPER STUD COLD FORMED METAL JOIST, SEE STRUCTURAL FOR SPACING DRAGON BOARD SHEATHING 2 LAYERS OF 5/8" GYPBOARD TYPE X C UNDERSIDE OF ROOF SYSTEM R-19 INSULATION 11" CONCRETE WALL 2 LAYERS OF 5/8" GYPBOARD TYPE X C UNDERSIDE OF ROOF SYSTEM R-30 INSULATION --- ---- I MOMENT FRAME, SEE STRUCTURAL SUPER STUD COLD FORMED METAL JOIST, SEE STRUCTURAL FOR SPACING SUPER STUD COLD FORMED METAL JOIST BEDROOM 2 DRAGON BOARD SUBFLOOR SHEATHING TO BE INSTALLED ACCROSS TOP OF THERMASTEEL WALL BELOW SUPER STUD COLD FORMED METAL JOIST, SEE STRUCTURAL FORS ACING 1 5 1 /2" THE ASTEEL WALL PANEL THERMASTEEL BOXED HEADER, SEE STRUCTURAL SUPER STUD COLD FORMED METAL JOIST, SEE STRUCTURAL FOR SPACING DRAGON BOARD SHEATHING 1'-01, /GUTTER DRIP EDGE TPO COATED METAL GALVANIZED GUTTER ROOF. COMPOSIT METAL PANEL ALUCOBOND 48' - 4 FASCIA MOUNTED OVER MISCELLANEOUS RED STEEL FRAME C'', 5 1 /2" THERMASTEEL iv WALL PANEL ' I - MISCELLANEOUS RED STEEL OUTLOOKER ATTACHED TO COLD FORMED STEEL JOIST PER MANUFACTURER SHOP DRAWINGS /MOMENT FRAME, SEESTRUCTURAL THIRD FLOOR ARCHITECTURAL FIBER CEMENT)'- 11 3/4 WALL PANEL OVER MOISTURE BARRIER Et PLYWOOD SHEATHING 5 1 /2" THERMASTEEL WALL PANEL c:O-T PIlancE Uwversa ngsi e lly::; COMPOSIT METAL PANEL ALUCOBOND FASCIA MOUNTED OVER MISCELLANEOUS RED STEEL FRAME - _ - SECOND FLOOR MOMENT FRAME, 26' - 11 3/4" SEESTRUCTURAL C) C4 COMPOSIT METAL PANEL ALUCOBOND ' FASCIA MOUNTED OVER MISCELLANEOUS RED STEEL FRAME 2 — Al-62 ARCHITECTURAL FIBER CEMENT WALL SIDING NICHIHA OVER MOISTURE BARRIER Et 5 1 /2" THERMASTEEL COMPOSITE EXTERIOR WALL PANEL MAIN FLOOR FIBER CEMENT WALL SIDING NICHIHA OVER 5 1 /2" EXTERIOR CONCRETE THERMASTEEL WALL PANEL GARAGE WALL GARAGE GATE MOMENT FRAME CONCRETE BEAM SUPPORTED BY CONCRETE COLUMNS, SEESTRUCTURAL 5" CONCRETE SLAB OVER COMPACTED FILL r.ARnR RPAAA GARAGE FLOOR Lj r— V e: AA1-60) 3/4" = 1'-0" �_ --- SEE REVISED DATA ON THESE PAGE. ■ wri ht ae rcki'ecl 11 C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 W Ln N M o Q W Zo LU o N u O� N =_ ~ V a C) a J w m r^ o z V r- w oZ Z w H u stamp: OF F40 ¢\GHTG m l oo - tt) ' A t.w � Uzi This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., & is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. 02018 WRIGHT GARDNER ARCHITECT, L.L.C. revisions No. Description Date 1 1 FIFC 111'Vi1MM) 2 Revils(on 2 1 SAW ZO sheet title: WALL SECTIONS project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: Al =60 ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION DRIP EDGE TPO COVER STRIP Al --63 COMPOSITE METAL PANEL OVER MOISTURE BARRIER Et 5 1 /2" THERMASTEEL COMPOSITE EXTERIOR WALL PANEL 5 1 /2" EXTERIOR THERMASTEEL WALL _ PANEL TPO MEMBRANE OVER DRAGON BOARD ROOF SHEATHING Et 12" NOTE: INSTALL GEORGIA PACIFIC DENSGLASS DEEP SUPER STUD COLD FORMED STEEL JOIST. SLOPE TO GUTTER EXTERIOR SHEATHING OVER 5 1 /2" THERMASTEEL ACCROOS FRONT OF THE BUILDING @ 1 /8":12", SEE ROOF PLAN. EXTERIOR WALL PANEL, SEE CODE ANALYSIS AO-01 TO ROOF. VERIFY INSTALLATION OVER REQUIRED WALLS PER 48' - 4" FIRE SEPARATION ANALYSIS. R-30 BATT INSUALTION GYPBOARD CEILING BATH DRAGON BOARD SUBFLOOR SHEATHING TO BE INSTALLED ACCROSS TOP OF THERMASTEEL WALL BELOW Et OVER SUPER STUD COLD 7 FORMED METAL JOIST Al-62 THIRD FLOOR; 36' - 11 3/4 COMPOSITE METAL PANEL OVER MOISTURE BARRIER Et 5 1 /2" THERMASTEEL COMPOSITE EXTERIOR WALL PANEL 5 1 /2" EXTERIOR THERMASTEEL WALL PANEL LAUNDRY DRAGON BOARD SUBFLOOR SHEATHING TO BE INSTALLED g ACCROSS TO OF THERMASTEEL WALL BELOW Et OVER Al-62 SUPER STUD OLD FORMED METAL JOIST 5 1 /2" EXTERIOR THERMASTEEL WALL ' SECOND FLOOR 11 PANEL 26' - 11 3/4 STEEL BEAM, SEE STRUCTURAL COMPOSIT MEtCIA ANEL ALUCOBOND _ MOUNTED OVER MISCELLANEOUS RED STEEL FRAME COMPOSITE METAL PANEL BEYOND TILE OVER CONCRETE ENTRY STOOP R-19 BATT INSULATION EXTERIOR SOFFIT ENTRY PORCH n A` a, Al-62 •<aA' �. 11" CONCRETE WALL V10" CONCRETE WALL MAIN FLOOR; 14' - 11 3/4 PREFINISHED DRIP EDGE/TPO COVER STRIP COMPOSIT METAL PANEL ALUCOBOND FASCIA OVER MOISTURE BARRIER Et 51 /2" WALL PANEL 5 1 /2" EXTERIOR THERMASTEEL WALL PANEL OPEN OUTDOOR COMPOSITE DECKING OVER SLEEPERS AND SUPER STUD FLOOR SYSTEM, SLOPE C 1 /8":12" �THIRD FLOOR. — 36' - 11 3/4" R-30 NSULATION MASTER BEDROOM 5 1 /2" INTERIOR THERMASTEEL WALL PANEL - �j—SECOND FLOOrc. v 26' - 11 3/4" MAIN FLOOR. v 14' - 11 3/4" 5" CONCRETE SLAB OVER _� , + s . COMPACTED FILL, FINISHED GRADE = GARAGE FLOOR. i — �v=rt � 5' - 11 3/4" Aa= CONCRETE FOOTING, a� na <^ 4` SEE STRUCTURAL 'a4 4 4 _ _ . • .. a A . Ea. 1 _ a • �•a a a , 3 END UNIT SIDE WALL SECTION TYP. -61 -- Al" = V-0" KITCHEN TPO MEMBRANE OVER DRAGON BOARD g ROOF SHEATHING Et 12" DEEP SUPER STUD Al-62 COLD FORMED STEEL JOIST. SLOPE TO GUTTER ACCROOS FRONT OF THE HOT AIR WELDED MEMBRANE BUILDING C 1 /8":12", SEE ROOF PLAN. STRIP OVER SEAM PLATE ROOF. TPO MEMBRANE OVER MEGABOARD ROOF SHEATHING Et _ 12" DEEP SUPER STUD COLD FORMED STEEL JOIST. SLOPE TO GUTTER ACCROOS FRONT OF THE BUILDING C 1 / 8" :12", SEE ROOF PLAN. /1/1/1/1/1nir1�1�111117 R-30 BATT INSULATION MOMENT FRAME, SEE STRUCTURAL 2 LAYER OF 1" THICK TOUGHROCK SHAFTLINER OR DENSGLASS INSERTED IN _ H-STUDS C 24" O.0 , SEE AO-10AEtAO-10B STORAGE/ 3 1 /2" THI CLOSET STC RATII DRAGON BOARD SUBFLOOR SHEATHING TO BE INSTALLED ACCROSS TOP OF THERMASTEEL WALL BELOW Et OVER SUPER STUD COLD FORMED METAL JOIST 2 LAYER OF 1" THICK SHAFTLINER OR DENIT : H-STUDS C 24" O.0 , MOMENT FRAME, SEE STRUCTURAL WALKIN 3 1 /2" THI CLOSET STC RATIO DRAGON BOARD SUBFLOOR SHEATHING TO BE INSTALLED ACCROSS TOP OF THERMASTEEL WALL BELOW Et OVER SUPER STUD COLD FORMED METAL JOIST MOMENT FRAME, SEE STRUCTURAL SUPER STUD COLD FORMED METAL JOIST, SEE STRUCTURAL FOR SPACING SUPER STUD COLD FORMED METAL JOIST, SEE STRUCTURAL FOR SPACING DRAGON BOARD SHEATHING \�4 --R-19 INSULATION 1'-2" -MOMENT FRAME CONCRETE BEAM SUPPORTED BY CONCRETE COLUMNS, SEE STRUCTURAL —2 LAYERS OF 5/8" GYPBOARD TYPE X C UNDERSIDE OF ROOF SYSTEM 2 WALL SECTION Al-61 3/4" = V-0" 2 LAYER OF 1" THICK 1 SHAFTLINER OR DENS( STUDS C 24" O.0 , SEE _J R-30 BATT INSULATION DRAGON BOARD SUBFLOOR SHEATHING TO BE INSTALLED ACCROSS TOP OF THERMASTEEL WALL BELOW Et OVER SUPER STUD COLD FORMED METAL J IST :RMASTEEL S. I. P WITH G 50 MIN. REQUIRED FORM 0 TOUGHROCK >GLASS INSERTED IN SEE AO-10AEtAO-10B THIRD FLOOR;, 36' - 11 3/4 DRAGON BOARD SUBFLOOR SHEATHING TO BE INSTALLED ACCROSS TOP OF THERMASTEEL WALL BELOW Et OVER ER T D COL FORMED METAL JOIST SUP STUD CO RMASTEEL S. 1. P WITH G 50 MIN. REQUIRED OUGHROCK PLASS INSERTED IN H- 5 AO-10AEtAO-10B 3 1 /2" THERMASTEEL S. I. P WITH STC RATING 50 MIN. REQUIREDA 2 LAYER OF 1" THICK TOUGHROCK SHAFTLINER OR DENSGLASS INSERTED IN H- STUDS C 24" 0.0 , SEE AO- 1 OAEtAO- 1 OB 2 LAYERS OF 5/8" GYPBOARD TYPE X C UNDERSIDE OF ROOF SYSTEM— - R-19 BATT INSUAATION n SECOND FLOOR. 26' - 11 3/4" � Reviewed for Code Compliance Universal Engineering Sciences DRAGON BOARD SUBFLOOR SHEATHING TO BE INSTALLED ACCROSS TOP OF THERMASTEEL WALL BELOW Et OVER SUPER STUD COLD FORMED METAL JOIST MAIN FLOOR; 14' - 11 3/4 4 Al-62 2 LAYERS OF 5/8" GYPBOARD TYPE X C UNDERSIDE OF ROOF SYSTEM GARAGE GARAGE CONCRETE PARTY WALL, SEE STRUCTURAL- 4 a, z 5" CONCRETE SLAB OVER 5" CONCRETE SLAB OVER COMPACTED FILL ` 1" ,a' COMPACTED FILL e GARAGE FLOOR. A- — -- - ----� a . 5' - 11 3/4" -ia • .. a. - •A •. `-` .. , a '` e. '.A a c —77 aM n /57 PARTY WALL �i A g « a `\ 0 FOOTING, EE SEE UPDATED NOTES Et GRAPHICS ON STRUCTURAL- � ^da ,�, �� .a �.� `�� �-� ... • ., �., ' �' _ ��, a<.4 `6r1 ALL DETAILS OF THESE PAGE. tea' g / a G 777 X/K \<K \\/1'\X/\ X/� \1� FIRE SEPARATION PARTY WALL SECTION TYP. Al-61 3/4" = 1'-0" ■ wri ht Oar e rc ec 11 C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 UJ ON N M 0 Q W Zo 'a o N u 0—.1 ~u a = a ON w J m CD —w Z CD z w a W V stamp: � OIF H 40 �- m , , 100540 c" A, This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., & is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. 02018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date 2 RtMon 2 11 Dili' 2D IFC 12/15/20 sheet title: WALL SECTIONS project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: Al =61 ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION INSTALL MOISTURE BARRIER INBETWEEN EXTERIOR WALL PANELS Et COMPOSITE METAL CLADING ATTACHMENT FURRING/BATTEN STRIPES COMPOSIT METAL PANEL ALUMINUM FINISH COMPOSITE METAL PANEL CORE THERMASTEEL STANDARD END PANEL BOTTOM TRACKS �THIRD rt_UUK. 36' - 11 3/4" ROUT AND RETURN DRY EXTRUSIONS -- - -- - COMPOSITE METAL PANEL CORE —5 1 /2" EXTERIOR SHEAR WALL THERMASTEEL REVPANEL SYSTEM, SEE STRUCTURAL THERMASTEEL STANDARD END PANEL TOP TRACK CONCRETE SUBFLOOR SHEATHING FINISH FLOOR COLD FORMED METAL RIM TRACK SCREW TO WALL - PREMANUFACTURED COLD -FORMED STEEL TRUSS, SEE STRUCTURAL FOR SPACING GYPBOARD WALL FINISH -5 1 /2" EXTERIOR SHEAR WALL THERMASTEEL REVPANEL SYSTEM, SEE STRUCTURAL EXTERIOR SIDE WALL DETAIL TYP 1 1 /2" V-0" INSTALL MOISTURE BARRIER INBETWEEN EXTERIOR \ WALL PANELS Et COMPOSITE METAL CLADING ATTACHMENT FURRING/BATTEN STRIPES - ---- -- COMPOSIT METAL PANEL ALUMINUM FINISH - THERMASTEEL STANDARD SECOND FLOOR. END PANEL BOTTOM TRACKS 26' - 11 3/4" ROUT AND RETURN DRY EXTRUSIONS - -- - -- STEEL W16X31 BEAM, SEESTRUCTURAL MISCELLANEOUS RED STEEL FRAME ATTACHED TO COLD FORMED STEEL JOIST PER MANUFACTURER SHOP DRAWINGS ROUT AND RETURN DRY EXTRUSIONS EXTERIOR WALL BEYOND — —MAIN FLOOR. 11 3 /4" 5 1 /2" EXTERIOR SHEAR WALL THERMASTEEL REVPANEL SYSTEM, SEE STRUCTURAL I DRAGON BOARD SUBFLOOR SHEATHING SUPER STUD COLD FORMED METAL JOIST, SEE STRUCTURAL FOR SPACING R-19 INSULATION NOTE: PER FLORIDA BUILDING CODE 706.6 ; NO VERTICAL CONTINUITY OF FIRE WALL IS REQUIRED. SEE AO-14 Et AO-15 FILLER JOINT TPO MEMBRANE -- DRAGON BOARD ROOF SHEATHING- -, MEGABOARD ROOF SHEATHING 2 LAYERS OF 5/8" GYPBOARD TYP X C UNDERSIDE OF ROOF SYSTEM SUPER STUD COLD FORMED ROOF JOIST, SEE STRUCTURAL FOR SPAC 3 1 /2" THERMASTEEL S.I.P WITH ALUMINUM ANGLE BREAKAWAY CLIP HOT AIR WELDED MEMBRANE STRIP OVER SEAM PLATE CUT EDGE SEALANT �AED METAL SCREW TO WALL KING ON BOTH SIDES OF AREA ►N WALL @ EVERY FLOOR LEVEL 0 INSULATION 6" WIDE REINFORCED STRIP HEAT WELDED TO METAL DRIP EDGE AND MEMBRANE. CUT EDGES TO BE SEALD. TPO MEMBRANE DRAGON BOARD _ _ _ _ ROOF SHEATHING — SUPER STUD COLD FORMED METAL JOIST AYERS OF 5/8" GYPBOARD TYPE 2 LAYERS OF 5/8" GYPBOARD TYPE X C UNDERSIDE OF ROOF :SYSTEM C UNDERSIDE OF ROOF SYSTEM- AYER OF 1" THICK TOUGHROCK SHAFTLINER MISCELLANEOUS STC RATING 50 MIN. REQUIRED OR DENSGLASS INSERTED IN H-STUDS @ 24" O.0 , RED STEEL - - J SEE SEE AO-09 TRHOUGH AO-10C R-30 INSUALTIONINSTALL -- r6_-� L/ FIRE WALDECK TO DECK ROOF JOINT INBETWEENBER BIMETAL JO NTSATO N Al-62 1 1/2" - V-0" PREVENT GALVANIZED CORROTION E� COLD FOR, RIM TRACK FIRE BLOC SEPA AATIC R-3 METAL ING X 2 LAYER OF 1" THICK TOUGHROCK SHAFTLINER OR DENSGLASS INSERTED IN H-STUDS C 24" O.0 , SEE SEE AO-09 TRHOUGH AO-10C "H" SHAPED STUD GALVANIZED STEEL C 24" O.0 MAX. SEE SEE AO-09 TRHOUGH AO-10CQ� -- - - SECOND FLOOR. 26' - 11 3/4" THERMASTEELSTANDARD END PANEL BOTTOM TRACKS CONT. TRACK, SEE STRUCTURAL NAILER ATTACHED TO METAL JOISTS LNICHISOFIT NON -VENTED EXTERIOR CEILING FINISH ---NICHIHA FASTENER TRACKS ATTACHED PERPENDICULAR TO UNDERSIDE OF SUPER STUD METAL JOIST "L" SHAPE END TRACK - -INSTALL SEALANT OVER NICHIHA BACKER ATTACHED TO NAILER $ END UNIT TYPE 1 OVERHANG DETAIL A1-62 1 1 /2" = V-0" ENTRY PORCH 4-0" HEIGHT RAILIN WITH PICKETS @ 4" MAX. -TILE OVER MORTAIR F .. ..s 4 10" CONCRETE SLAB 11" CONCRETE WALL, SEE STRUCTURAL- 9 END UNIT ENTRY PORCH DETAIL TYP �Al -62 1" = 1'-0" 1 /2" DENSARMOR PLUS FIREGUARD C INTERIOR PANELS--- -— -- --- INTERIOR GYPBOARD STOPS C UNDERSIDE OF LOW CEILING INSTALL RUBER 3 1 /2" THERMASTEEL S.I.P WITH TAPE/INSULATION INBETWEEN STC RATING 50 MIN. REQUIRED BIMETAL JOINTS TO PREVENT 6" WIDE 1 /2" DENSARMOR PLUS FIREGARD METAL COVERS ON GALVANIZED CORROTION EACH SIDE OF STUD, SEE SEE AO-09 TRHOUGH AO-10C FINISHED FLOOR ------ -THERMASTEEL STANDARD END PANEL BOTTOM TRACKS DRAGON BOARD SUBFLOOR SHEATHING --DRAGON BOARD SUBFLOOR SHEATHING ALUMINUM ANGLE BREAKAWAY CLIP —FIRE BLOCKING ON BOTH SIDES OF AREA SEPARATION WALL C EVERY FLOOR LEVEL COLD FORMED METAL _RIM TRACK SCREW TO WALL SUPER STUD COLD FORMED METAL JOIST, SEE STRUCTURAL FOR SPACING 2 LAYER OF 1" THICK TOUGHROCK SHAFTLINER OR DENSGLASS INSERTED IN H-STUDS C 24" O.0 , SEE AO-09 TRHOUGH AO-10C 3 1 /2" THERMASTEEL S.I.P WITH STC RATING 50 MIN. REQUIRED 5 FIRE WALL/PARTY WALL DETAIL Al -62) 1 1 /2" = V-0" DRAGON BOARD SUBFLOOR SHEATHING GUEST BATH SUPER STUD COLD FORMED METAL JOIST, SEE STRUCTURAL FOR SPACING MAIN FLOOR. 14' - 11 3/4" COLD FORMED METAL RIM TRACK SCREW TO WALL -191NSUALTION R 2 LAYERS OF 5/8" GYPBOARD TYPE X C UNDERSIDE OF FLOOR SYS1 FM - BASEMENT SUPER STUD COLD FORMED METAL JOIST MOMENT FRAME BEAM W21X68, SEE STRUCTURAL- 51 /2" THERMASTEEL WALL PANEL ---- -- THERMASTEEL BOXED HEADER, SEE STRUCTURAL- NICHIHA SPACER W/ FASTENER -2 LAYER OF 1" THICK TOUGHROCK SHAFTLINER OR DENSGLASS INSERTED IN H-STUDS @ 24" O.0 , SEE SEE AO-09 TRHOUGH AO-10C 3 1 /2"° THERMASTEEL S.I.P WITH STC RATING 50 MIN. REQUIRED ENTRY - -THERMASTEEL STANDARD END PORCH PANEL BOTTOM TRACKS DRAGON BOARD SUBFLOOR SHEATHING FIRE BLOCKING ON BOTH SIDES OF AREA __. SEPARATION WALL @ EVERY FLOOR LEVEL ' -"C" SHAPED GALVANIZED TRACK — COLD FORMED METAL RIM TRACK SCREW TO WALL -----R-19INSUALTION SILL DAM WATER BARRIER FINISHED FLOOR - CONCRETE SUBFLOOR SHEATHING--- - O a �� 1, _ 2" 10" DEEP CONCRETE SLAB, SEE STRUCTURAL _4'" SEE UPDATED NOTES Et GRAPHICS ON BASEMENT ALL DETAILS OF THI SE PAGE. .�, CONCRETE DEMISING WALL, SEE STRUCTURAL NOTE: INSTALL GEC►RGIA PACIFIC DENSGLASS EXTERIOR SHEATHING OVER 5 1 /2" THERMASTEEL EXTERIOR WALL PANEL, SEE CODE ANALYSIS AO-01 TO VERIFY 4 I NTERIO UNIT ENTRY PORCH DETAIL INSTALLATION OVE11 REQUIRED WALLS PER FIRE - -- -- - - -- SEPARATION PARAMI�TERS Al -62 1 1 /2" = V-0" [I� 0'-111/21, NOTE: PER FLORIDA BUILDING CODE 705.11 NO PARAPET IS PROPOSED /CAULK SEALANT /COMPOSITE METAL PANEL ROOF LINE ALUMINUM FINISH - 48'-4 COMPOSITE METAL PANEL CORE TPO COATED METAL DRIP EDGE 5" PREFINISHED GUTTER BENT ON SITE TO LAP OVER STEEL OUTLOOCKERS Et UNDER TPO MEMBRANE MISCELLANEOUS RED STEEL FASCIA FRAME PER MANUFACTURER SHOP DRAWINGS 'INSTALL FIBER CEMENT WALL SHEATHING OVER MISCELLANEOUS STEEL FRAME -ROUT AND RETURN DRY EXTRUSIONS ----SHIM PER MANUFACTURERS MANUAL - —MOMENT FRAME, SEE STRUCTURAL ■ wri ht ar e rc i ec 11 C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 3 FRONT PARAPET DETAIL TYP Al -62 1 1 /2" = 1 "-01, W V Reviewetjll afar coca, cofnp.figint W Universal E.ngineerlrr�� � Sciences > LU M Vi o Q SHIM. BEHIND SEALANT Et BACKER ROD W z o 'a O APPLY CAULK SEALAND ALONG MATERIAL GAPS Vi 00 V1 U FLAT SURFACE TO HAVE a p w 1 /4":12 SLOPE MIN. J "' m SECOND FLOOR. A� � o z UJ - - 26' - 11 3 /4" Z 0 z LU SILL WATER DAM BARRIER UNDERNEATH SHIM W COMPOSITE METAL PANEL V ALUMINUM FINISH o COMPOSITE METAL PANEL CORE " N MISCELLANEOUS RED STEEL FRAME 0' - 11 1 /2" ATTACHED STEEL STRUCTURE PER MANUFACTURER SHOP DRAWINGS stamp: --INSTUMESCENT COAT TO BE APPLYED TO ALL MOMENT FRAME MEMBERS,, SEE AO-11,AO-12,AO-13 t��E 0F F J,. ROUT AND RETURN DRY EXTRUSIONS _H c 0�'� METAL FLASHING o MOISTURE BARRIER ' *— m ,* 100 `40 17 ---- NICHIHA VINTAGE WALL PANED INSTALL PEEL Et STICK WINDO WRAP .� ALONG WINDOW ROUGH OPENINGS f .� This drawing is the property of WRIGHT GARDNER ARCHITECT, LeC., Et METAL FLASHING is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. C2018 WRIGHT GARDNER ARCHITECT, LLC. 2 HEADER / SILL DETAIL_ TYP revisions Al -62 1 1 /2" = V-0" No. Description Date 2 Rit%ion 2 11Daiff(�2D IFC 12/15/20 INSTALL PEEL Et STICK WINDO WRAP ALONG WINDOW ROUGH OPENINGS AND OVER SILL DAM 3/8" SHIM MAX. BEHIND SEALANT Et BACKER ROD METAL FLASHING C SILL WINDOW OR STOREFRONT SYSTEM MAIN FLOOR. NICHIHA SPACER W/ FASTENER 14' - 11 3/4" NICHIHA VINTAGE WALL PANEL sheet title: MOISTURE BARRIER JOINT CLIP ATTACHMENT PER MANUFACTURER INSTRUCTIONS DETAILS MOMENT FRAME CONCRETE BEAM SUPPORTED BY CONCRETE COLUMNS, SEE STRUCI ORAL --NICHIHA STARTER TRACK project number: 19-049 drawing date: 11.11.2020 - --NICHIHA STARTER FLASHING state as noted FRONT OVERHANG DETAIL TYP sheet number: Al -62 1 1 /2" = V-0" Al =62 ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION METAL FLASHING OVER TOP OF WALL COMPOSITE METAL PANEL CORE COMPOSIT METAL PANEL ALUMINUM FINISH INSTALL MOISTURE BARRIER INBETWEEN EXTERIOR WALL PANELS Et COMPOSITE METAL CLADING ATTACHMENT FURRING/BATTEN STRIPES - - - ----CAULK SELANT -----TPO MEMBARNE DRIP EDGE -DRAGON BOARD ROOF SHEATHING PREMANUFACTURED COLD -FORMED STEEL _z__JOIST, SEE STRUCTURAL FOR SPACING PREMANUFACTURED RIM TRACK SCREW TO WALL. R-30 INSULATION 2 LAYERS OF 5/8" GYPBOARD TYPE X C UNDERSIDE OF ROOF SYSTEM 5 1 /2 THERMASTEEL EXTERIOR WALL ROOF SIDE DRIP EDGE Al -63) 1 1 /2" = V-0" METAL FLASHING OVER PARAPET TOP TRACK -- CAULKING TWO LAYERS OF 1" TOUGHROCK SHAFTLINER. NOMINAL SIZE 2'-0" X 8'-0", SEE AO-10- 5 1 /2" THERMASTEEL WALL PANEL THERMASTEEL STANDARD END PANEL BOTTOM TRACK COMPOSITE METAL PANEL CORE-- �MAIN FLOOR. 14- 11 3/4" COMPOSIT METAL PANEL ALUMINUM FINISH — CONCRETE WALL, SEE STRUCTURAL - -5" PREFINISHED GUTTER BENT ON SITE TO LAP OVER STEEL STRUCTURE Et UNDER ROOF TPO MEMBRANE -5/4" X 6" COMPOSITE DECKING -1 X COMPOSITE SLEEPERS -ONE PLY TPO MEMBRANE OVER DRABON BOARD SHEATHING -DRAGON BOARD ROOF SHEATHING THIRD FLOOR. - 36' - 11 3/4" TPO COATED METAL 6" WIDE REINFORCED STRIP HEAT DRIP EDGE - ---- - WELDED TO METAL DRIP EDHE AND MEMBRANE. CUT EDGES TO BE SEALD. COMPOSIT METAL PANEL ALUMINUM FINISH- -- INSTUMESCENT COAT TO BE APPLYED TO ALL INSTALL MOISTURE BARRIER MOMENT FRAME MEMBERS, SEE AO- 11,A0-12,AO-13 OVER DENSGLASS SHEATHING --- -- --- MOMENT FRAME, SEE STRUCTURAL MISCELLANEOUS RED R-30 INSULATION STEEL PARAPET FRAME PER MANUFACTURER ----5/8" TYPE X GYPBOARD OVER 5 1 /2" THERMASTEEL SHOP DRAWINGS14�� EXTERIOR PANEL, SEE AO-01 CODE ANALYSIS TO VERIFY INSTALLATION OVER REQUIRED AREAS PER INSTALL FIBER CEMENT WALL SHEATHING OVER MISCELLANEOUS FIRE SEPARATION PARAMETERS STEEL FRAME- --- -- -- GEORGIA PACIFIC DENSGLASS EXTERIOR SHEATHING OVER 5 1 /2" THERMASTEEL EXTERIOR PANEL, SEE AO-01 CODE ANALYSIS TO VERIFY INSTALLATION OVER REQUIRED AREAS PER FIRE SEPARATION ANALYSIS GUTTER DRAIN ON ROOF TOP PATIO 1 1 /2" = V-0" "H" SHAPED STUD GALVANIZED STEEL C 24" 0.0 MAX. SEE AO- 1OA TRHOUGH AO- 10C 3 1 /2" THERMASTEEL S.I.P WITH STC RATING 50 MIN. REQUIRED- - INSTUMESCENT COAT TO BE APPLYED TO ALL MOMENT FRAME MEMBERS, SEE AO-11,AO-12,AO-13- ------ -- -- NOTE: Per Florida Building code section 706.5 exception 3 will apply; Fire walls shall be permitted to terminate at the interior surface of noncombustible exterior sheathing where the building on each side of the fire wall is protected by an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2 TWO LAYERS OF 1" TOUGHROCK SHAFTLINER. NOMINAL SIZE 2'-0" X 8'-0", SEE AO- 1OA TRHOUGH AO-1 OC MOMENT FRAME COLUMN, SEESTRUCTURAL 5 1 /2" THERMASTEEL EXTRIOR WALL PANEL "L" SHAPE SHIM GP EXTERIOR DENSEGLASS SHEATHING PER METAL TRIM SEALANT OVER NICHIHA \ AO-01 FIRE SEPARATION ANALYSIS ----"C" SHAPED GALVANIZED TRACK SHINGLE FLANGE BACKER -----NICHIHA VINTAGE WALL PANEL NICHIHA SPACER W/ FASTENER OVER MOISTURE BARRIER 6 FLOOR PLAN END FIRE WALL SEPARATION A1-63 1" = 1'-0" 5A ELEVATOR HATCH Al -63 1 1 /2" = V-0" 5 1 /2" THERMASTEEL WALL PANEL - �MAIN FLOOR. 14' -)11 3/4" ELEVATOR HATCH DRAGON BOARD SUBFLOOR SHEATHING PREMANUFACTURED RIM TRACK SCREW TO WALL PREMANUFACTURED COLD -FORMED STEEL JOIST, SEE STRUCTURAL FOR SPACING `R-19- INSULATION 2 LAYERS OF 5/8" GYPBOARD TYPE X C UNDERSIDE OF FLOOR SYSTEM `CONCRETE WALL, SEE STRUCTURAL TWO LAYERS OF 1" TOUGHROCK SHAFTLINER. NOMINAL SIZE 2'-0" X 8'-0", SEE AO-10 KITCHEN DRAGON BOARD SUBFLOOR SHEATHING PREMANUFACTURED COLD -FORMED STEEL JOIST, SEE STRUCTURAL FOR SPACING e. .. R-19- _INSULATION 2 LAYERS OF 5/8" GYPBOARD TYPE X @ -UNDERSIDE OF FLOOR SYSTEM BASEMENT s" CONCRETE WALL, SEE STRUCTURAL 15�B ELEVATORHATCH SIDE WALL A-63 1 1 /2" = V-0" 6" WIDE 1 /2" DENSARMOR PLUS - "H" SHAPED STUD GALVANIZED FIREGARD METAL COVERS ON STEEL C 24" O.0 MAX. SEE EACH SIDE OF STUD, SEEAO-10A AO-10A TRHOUGH AO-10C TRHOUGH AO-10C - 7"Mf/ TWO LAYERS OF 1 " TOUGHROCK SHAFTLINER. NOMINAL SIZE 2'-0" X 8'-0" — 3 1 /2" THERMASTEEL S. I. P STC RATING 50 MIN. REQUI "C" SHAPED GALVANIZED TRACK INSTUMESCENT COAT TO BE APPLYED TO ALL MOMENT FRAME MEMBERS, SEE AO-11,AO-12,AO-13 MOMENT FRAME COLUMN, SEE STRUCTURAL "C" SHAPED GALVANIZED TRACK { "H" SHAPED STUD GALVANIZED STEEL C 24" O.0 MAX. SEE iF AO-10A TRHOUGH AO-10C 4 FLOOR PLAN FIRE WALL SEPARATION Al-63 1" = V-0" ROUT AND RETURN DRY EXTRUSIONS — ROUT AND RETURN DRY EXTRUSIONS— 5/4" X 6"COMPOSITE DECKING — 1 X COMPOSITE SLEEPERS ONE PLY ROOF - MEMBRANE OVER CONCRETE SUBFLOOR MEGABOARD ROOF SHEATHING R-30INSULATION ' PREMANUFACTURED COLD - FORMED STEEL JOIST, SEE STRUCTURAL FOR SPACING NOTE: RIM TRACK SLOPES @ 1 /8":12" ON ROOF DECK AREA ONLY METAL FLASHING OVER PARAPET TPO ROOF MEMBRANE TO COVER PARAPET CANT STRIP OVER BASE FLASHING THIRD FLOOR. COMPOSIT METAL PANEL 36- 11 3/4" ALUMINUM 'FINISH COMPOSITIE METAL_ PANEL CORE' ------ - - -----PREMANUFACTURED RIM TRACK SCREW TO 'WALL. INSTALL MC�ISTURIe BARRIER INBETWEEN EXTERIOR WALL. PANELS Et COMPOSITE METAL CLADING Al-TAC:HMENT FURRING/BATTEN STRIPES 5 1 /2" THERMASTEEL WALL PANEL 3 END UNIT ROOF TOP SIDE CURVE DETAIL TYP Al -63 1 1 /2" = V-0 DRAGON BOARD SUBFLOOR SHEATHING FINISHED FLOOR-\ PREMANUFACTURED COLD - FORMED STEEL JOIST, SEE STRUCTURAL FOR SPACING PREMANUFACTURED RIM TRACK SCREW TO WALL -- THERMASTEEL STANDARD END PANEL BOTTOM TRACK Reviewed try Code Corylphance iversak EngineerIng Sciences - _ SECOND FLOOR THERMASTEEL STANDARD 26' - 11 3/4 END PANEL TOP TRACK COMPOSIT METAL PANEL ALUMINUM FINISH COMPOSITE METAL PANEL CORE INSTALL MOISTURE BARRIER INBETWEEN EXTERIOR WALL, PANELS Et COMPOSITE METAL CLADING ATTACHMENT FURRING/BATTENN STRIPES 5 1 /2" EXTERIOR THERMASTEEL WALL PANEL END UNIT SIDE WALL DETAIL TYP 1 1 /2" = V-0" FIBER, CEMENT EXTERIOR ---------NICHIHA SPACER SHEATHING W/ FASTENER MOISTURE BARRIER OVER - ---- NICHIHA VINTAGE EXTERIOR SHEATHING WALL PANEL 3 1 /2"METAL FRAMING CAVITY TO ACOMMODATE DIAGONAL STUDS C 16" O.0 -- - - -- BRACING, SEE STRUCTURAL 4 STANDARD REAR BALCONY ;i i., REAR BALCONY BOTTOM TRACKS MAIN FLOOR. a d 14'-113/4" ..a Q•2 METAL FLASHING;'{_ .. CONCRETE PARTY WALL h ' " SEE UPDATED NOTES ON ALL DETAILS OF THESE PAGE. NOTE ADDITIONAL DETAL 5B ARCHITECTURAL SAIL FENCE 1 1 /2" = V-0" NOTE: INSTALL GEORGIA PACIFIC DENSGLASS EXTERIOR SHEATHING OVER 5 1 /2" THERMASTEEL EXTERIOR WALL PANEL, SEE CODE ANALYSIS AO-01 TO VERIFY INSTALLATION OVER REQUIRED WALLS PER (FIRE SEPARATION PARAMETERS IN wri ht 'r' Ra r e rc ec 11C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 ® > E2 M � � Q U�J z o ,II 1■L w O N V O � V Q O w J cJ) m r^ o z V � w oz Z w stamp: SOFFL 100- � V s 540 4; ��, This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., 8t is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. ©2018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date 2 R*&ion 2 1 Tait(�M IFC 12/15/20 sheet title: DETAILS project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: Al =63 ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION VI` C-EAN T-IE �X SFINS' I'IBRANF ,AND META_ F. HFAT CO`�,�ER STRIP AT SPLICE NTERSECTIC�XS PRIOR F0 A - AB VU! I'- WEATHERED VEMIB RANT -�EAN'�ER. -��) L ROLLING 10 CONFORM TO ST-=E'-OFF S P ,� I _r , I r 0\ l E �R V�_R S �- �0 "ER `�' DR F D, THE E70 S RE-S-_NS!11A E COLE,R S1R ? !S APPLIED AND META ED , NG BY OTHERS (NOTE x- C" -� LS'NG A i WIDE 3) R_0 LL R. q \-1IDE UNIVERSAL J N'; PLY nI SE +I_%'+NT (NOTE 2. ,V' ' D N A E R MUST EXTEND BAST TOTAL W'DFH OF 5) TPO v A DEC N TAL NO` 2„ PR)F S R F — S E IRIS 1'VC NC ` OVER STRAP (U��� W/TAPE STL'\ERS r AND ASTEN __R PATTERN AS t ti"IIX. r�21f;1CR( V NDED D" 'vl TA -DG',- I �� °v'ANU'_ACTSRE'R. R-INFORC ED 4. D=C K 7 I.ANG- V i S T BL 101A'I_',_Y C 0 V RED B" 0 :` VE,ABPAN E �TSSuRE-SENS':TIVE COVER STRIP WI1'-- M NIM'�JM 2" C 0V ERRAGE PAST NA LADS. 5. �7P'�Y V LE -IIDE UNIVERSAV SiNEI A PL Y SEALANT A' OINC D OTC EDGES O,r TPO C OVER TAPE AND AC ROSS E N'0- APS. -' \HAT= R WOOD APPROVED IN�JI_ATION CUT -OF NAI�R MASTIC BELOW OTHERS)) JOINT COVER ELANI E- 1 NOTE- � I"- V, THIS DETAIL IS ACCEPTABLE FOR USE IN A 20-YEAR WARRANTED SYSTEM F SHEETMETAL IS TO B E INCLUDED IN THE WARRANTY, CONTRACTOR MUST USE MULE -HIDE METAL PRODUCTS. REFER JOINT TO DETAILS MHT-3120, MHE-3120, C VER MHT-3550, OR MIFT-3555 CONT N000S � CLEAT EDGE MULE -HIDE TPO PDRIP /S COVER STRIP DETAIL NO.: SYSTEMS: MHT-UN-106B PRODUCTS CO., INC. ALL TPO SYSTEMS REVISION 01 /2013 o 1 NOTES: DETAIF S -0 BE USED IN CLOSED 'CELL TUBING . C ON1IUNCTICNI� WITH STANDARD AND FILLER (B OTHERS) CUIDE SPEC IEC IATIONS CIA. - 1 /2 IVES WIDTH MULE -HIDE HD FASTENER 'CONTAINING REQUIREMENTS FOR �- OF OPENING AND 2.4" SEAM PIATE HAILERS, INSULATION, 2" C.C. MAX (SEE NOTE SLIPSHEETS, AC C EPTAB I_E 4) ETC. INSULATION 2. PVC EDGE SEALANT IS REQUIRED MIN. t - 1 /2" HOT AIR ON ALL C UT OR MULE -HIDE PVC WELD NON -ENCAPSULATED EDGES OF MEMB RANE REINFOREC ED MEMBRANE. THIS CUT EDGE SEALANT NC LODES FACTORY CUT (SEE NOTE 2) MEMBRANE. O O O 3. POSITION SEAM PLATES 1/2" MINIMUM 0 0 TO 1" MAXIMUM FROM EDGE OF FIELD ° o ° MEMBRANE. 4. REFER TO MULE -HIDE UPLIFT RATINGS FOR APPROPRIATE o ° o ° o 0 o p o C FASTENER SIZE, AND SPACING. ° o p � o a o 00 o 0 o � MULE -HIDE EXPANSION JOINT DETAIL NO: DECK TO DECK PRODUCTS CO., INC. MHP=150 SYSTEMS: 2010 ALL PVC ENCLOSED UTILITY SPACE 3 1 /2" THERMASTEEL INTERIOR WALL PANEL LIVING SPACWE (2) LAYER 2 HR RATED GYPBOARD TYPE X 4-") UTILITY SHAFT WALL TYP Al -64) 1" = 1'-0" F" IAIIFI�: f : FE ,NIFnF)" F- CT?IP MULE -HIDE PRODUCTS CO., INC. 3 STRUCTURAL MULLION DIAGRAM Al -64 1 /2" = V-0" 10 MEIA'� AND Mum -' /2' H01 E jI F R00FIN NE 6 ER TPO RF INEORC ED VE1M9 RANI= NO1F: SII FTMETAL IS TO BE �- f IN 1 WARRANTY, N LUDO-O _ , CNTRAC FOR MUST USE `/ULI- 110E MEFAI RGDU, T�. R_-FR TO D IF TAI'_S MI ISM 200 AND ''I IT-3120. NOTE: THIS DETAI'.. IS NOI AC PTABFE FOR USE IN A 20-YEAR WARRANT`D SYSTEM. FOR A 20 AR WARRANTY, A C ON F N000 S C` LIB MUST B E USED WITH TI IE DRIP EDCEL. MIF UNIVFRSAI_ SINGLE PLY SEALANT n St NOTE 5 TPO REIN'FORC ED P„ FIMB RANIF MH HD,- OR EHD F,,\STENER AND 2.1,'" SEAM PLATE, MAX 12" O.C. - SEE NOTE` 2 & 3 —WHITE UNCURED EPDM FLASHING TAPE (SEE NO1E n) MIN. 3„ 3/4" .�-- ,MIN. APPROVED „ NSULATION MAX. WHITE MATE-'_INE IAPI_ (SF;E NOTE 4) (SEE NOTE 5) NOTES: 1. RE -MOVE AI_i_ LEAD AND OTHER FLASHING BEIORE INSTAi_I-ING FIELD FABRICATED PIPE SEAL. 2. ON A MECHANICALLY ATTACHED SYSTEM, INSTALL A MINIMUM Or FOUR (4) 2.4" SEAM PLATES AROUND PROJECTIONS WITH A DIMENSION UP TO 6". ADDITIONAL SEAM PI_.ATES WIL I B E REQUIRED FOR PROJECTIONS WITH DIAMETERS GREATER THAN 6" AN SHALL B E SPACED 1 2" ON CENTER MAX. 3, FASTENERS AND SEAM PLATES ARE NOT REQUIRED ON ADHERED SYSTEMS UNLESS PROJECTION DIAMETER EXCEEDS 8, 4. MUST USE L.,--DM TAPE PRIMER OR LOW VOC PRIMER FOR ALL EPDM MATERIALS. 5. UNIVERSAL SINGLE PLY SEALANT IS REQUIRED ON ALL EDGES OF WHITE UNCURED F:PDM FLASHING TAPE AND AT CUT EDGES 0 WI II I L MATS -LINE TAPE. 6. TEMPERATURE_ OF PIPE NOT TO EXCEED 160° F. MEGABOARD ROOF SHEATHING wri ht ar ifecl 11c 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 a w www-therinasteelinr.com www.ther-mast.eelinc.corn A ' 24 GA. End Metal Top and Bottom (Typical) (3/4' x 2 1/4" x Pa Width) 24 GA. End Metal Top and Bottom (Typical) (3/4" x 2 1/4" x Pa Width) Tongue & Grove Lap ® Tongue &Grove Lap 24 GA. L d,,g Edge Metal (3/4' x 4 1/4' x Panel Height) 24 GA. Leading Edge Metal (3/4" x 4 1/4" x Panel Height) 24 GA. 'C' Channel (Typical) (3 5/8' x 3/4" x Panel Height) 24 GA. "C" Channel (Typical) (3 5/8' x 3/4" x Panel Height) ^ £ £ £ 1'r Lt of ModifiedE (Expanded Polys[yre front Mod! led E (Expanded Polystyo, P� 1 Ba of F Sel Panel Back Panel (E rior de) (]n rior e) (Exter Side) (Interi Side) 2'x1" Horizon (optional) _ 2"x1" Horizon se (optional) (Vertical Wirechase also available) (Vertical Wirechase also available) Therma5teel Wall a els are 6 "M Installed with €he fr t of panel" f facing the outelde of€'SGu'""" I ThermaSteel Wall a els are tl Installetl e . the f C of panel" Ae F facing the oufsitle of s ru u (1220 MM MAX) antl In leatllag a ge [o the right. (1220 MM MAX) (1220 MM MAX) antl the leading a ge to the right, (1220 MM MAX) PANEL ELEVATION PANEL ELEVATION 5 1!2' Standard Panels 16' OC 5 1/2" Standard Panels 24" OC -------------------- El 7 1'2" Standard Panels 16" OC 7 1/2" Standard Panels 24" OC NO LAP LEFT BOTTOM VIEW NO LAP RIGHT NO LAP LEFT BOTTOM VIEW NO LAP RIGHT Standard T&G Panel Detail 1 Standard T&G Panel Detail 2 Rev_ FOR ALL PANEL THICKNESSES Rev: FOR ALI. PANEL THICKNESSES 4j1, (ALL DIMENSIONS TAKEN FROM EXTERIOR SURFACE) 4/1/17 (ALL DIMENSIONS 'TAKEN FROM EXTERIOR SURFACE) Min. Panel Stagger Min. Panel St gger Staqqered Panel Connection rai itzt THERMASTEEL SIP 1 /16" = 1'-0" Minimum (6) #10x3/4" Self Tapping Tech Screws Thru Attachment Plate Into Stud (3) Each Side Of Joint Per Plate (-�2 THERMASTE.EL SIP A1-65 1/16" = 1'-0" Reviewed for Code Compliance Universal Engineering 93 Sciences ■ wri ht ae rcki'ecl 11C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 a W Ln inW ON �1 � V I � M Q W Zo UJ O N V O N � U a OW N co t 1� O Z v �w Z oz W i H stamp: 77'� 5� �0F4� .0 1GH7 x t • t 100540 ; • ARCH This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. 02018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date IFC 12/15/20 sheet title: TH ERMASTEEL SIP project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: Al =65 ❑ NOT ISSUED FOR CONSTRUCTION 0 ISSUED FOR CONSTRUCTION