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HomeMy WebLinkAboutBuilding 1 Plans ( Duplex Type 2 Elevation)27-'_ - - 0" 27' - 0'" UNIT 1 GROUND F.F.E I UNIT 2 GROUND F.F.E DESIGN FLOOD ELEVATION BASE FLOOD ELEVATION PER FEMA'S NFHL MAP 5.86 NAVD 5.86 NAVD DESIGN FLOOD ELEVATION = 6.24 NAVD ZONE "AE" ELEVATION T-0" NAVD SEE REVISED DATA ON THESE PAGE. NOTES: //� DUPLEX FRONT `H) ELEVATI"N TYP 1,Al �O 1/4" V-101" W U R@Vic�w,W ­pe?Of nt L4 hivg Owoo L" � 0 rJ_ 0100"� 4.0" 3000% IX 0 Jc ,Xl EXTERIOR FINISH SCHEDULE KEY NOTE MATERIAL MANUFACTURER COLOR UNDERLAYMENT 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. EXPOSED CONCRETE CAST ON SITE. T. B. D N/A O FIBER CEMENT LAPSIDING WALL PANEL NICHIHA SPRUCE MOISTURE BARRIER OVER FIBER CEMEN_-F SHEATHING, LIGHT� GAUGE STUD FRAM114G 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 STATUTES. SECTION AND CHAPTER 633, FLORIDA S -FLOOD HAZARD ELEVATION: PER FLORIDA BUILDING CODE ALL INTERIOR FINISHES, TRIM AND DECORATIVE MATERIALS PROPOSED BELOW BASE FLOOD ELEVATION �_,HALL BE FLOOD- DAMAGE- RESISTANT. -INSTALLATION OF EXTERIOR GEORGIA PACIFIC DENSGLASS PANEL OVER THERMASTEEL EXTERIOR WALL PANEL WILL BE DETERMINED BY FIRE DISTANCE OF ADJA(ENT BUILDINGS SHOWN IN CODE ANALYSIS PROVIDED ON AO-01 OF ARCHITECTURAL SET OF DRAWINGS. - SEE STRUCTURAL S131 -17 TO IDENTIFY WIND ZONE AREAS AND RELATED WIND LOAD ANALYSIS. -TOTAL ECLOSED AREA MEASURED FROM EXTERIOR FACE OF ENCLOSURED IAVLL IS 1,257 SF -EACH ENCLOSED AREA SHALL HAVE AT LEAST TWO (2) FLOOD VENTS. _Opr ENINGS 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 MAIN FAIN FLORIDA BUILDING CODE PRODUCT APPROVAL AND BE INGENEERD TO COVER A MINIMUM OF 200 SQ FT P1. R, 8"X1 6"VENT. W 154 Krog Street, # 12 5 Atlanta, GA 30307 404-218-8460 LLJ r- Ln W ICY\ > I- UJ Z LLJ _J 00 V) ::D < .J (D ID — LLJ z CD V) LIJ UJ U 0 stamp: of.Fto, VAT Gsq 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. C,2018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date 2 —Revision 2 11/11/20 3 Revision 3 11/16/21 sheet tit!e: B U I L D"I NG 1 ru'**UPLEX TYPE 2 As I A ELEVAT 10' N S project nurnber: 19-049 drawing date: 11.11.2020 scate as noted sheet number: ron-AA D NOT ISSUED FOR CONSTRUCTION 0 ISSUED FOR CONSTRUCTION UNIT 2 2 DUPLEX 1 4" — 1 '_0" UNIT 1 GROUND F.F.E�l1NIT 2 GROUND F.F.E_ 5.86 NAVD DESIGN FLOOD ELEVATION DESIGN FLOOD ELEVATION = 6.24 NAVD BASE FLOOD ELEVATION PER FEMA'S NFHL MAP ZONE "AE" ELEVATION Y-O" NAVD 5.86 NAVD UNIT11 NIT 1 � W. 4 A 1 .6 A, 40 154 Krog Street, #12 5 Atlanta, GA 30307 404-218-8460 D 100540 C' TARED stamp: Of. F L 0 �T ITO 100540 � I C) RED EXTERIOR FINISH SCHEDULE KEY NOTE MATERIAL MANUFACTURER COLOR UNDERLAYMENT O COMPOSITE METAL PANEL ALUCOBOND WHITE i MOISTURE BARRIER OVER EXTERIOR DENS GLASS WALL PANEL FIBER CEMENT ARCHITECTURAL WALL PANEL NICHIHA MIRAIA MOISTURE BARRIER OVER EXTERIOR DENS COLAS WA'!L.L PANEL FIBER CEMENT LAPSIDING WALL PANEL NICHIHA SPRUCE MOISTURE BARRIER OVER EXTERIOR DENS GLASS WALL PANEL EXPOSED CONCRETE CAST ON SITE T. B. D N/A FIBER CEMENT LAPSIDING WALL PANEL NICHIHA SPRUCE MOISTURE BARRIER OVER FIBER CEMENT SHEATHINC-], 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 COMPLE-1-11-ED PRIOR TO FINAL BUILDING APPROVAL. -TARESHOLD BUILDING STATEMENT: 7 HAT, TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, 'THE PLANS AND SPECIFICATIONS COMPLY WITH THE ,F 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 STA TUTES. -FLOOD HAZARD ELEVATION: PER FLORIDA BUILDING CODE ALL INTERIOR FINISHES, TRIM AND DECORATIVE MATERIALS PROPOSED BELOW BASE FLOOD ELEVATION SHALL BE FLOOD- DAMAGE- RESISTANT. -INS1 ALLATION 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 DRAWINGS. - SEE STRUCTURAL SIB1 -17 TO IDENTIFY WIND ZONE AREAS AND RELATED WIND LOAD ANALYSIS. FLOOD VENT NOTES -TOTAL ECLOSED AREA MEASURE[) FROM ROM EXTERIOR FACE OF ENCLOSURED `OALL IS 1,257 SF -EACH ENCLOSED AREA SHALL HA'VE_ AT LEAST TWO (2) FLOOD VENTS. -OPENINGS SHALL BE LOCATED 014 AT LEAST 2 DIFERENT WALLS. -THE BOTTOM OF EACH OPENING SdIHALL NOT BE LOCATED HIGHER THAN 12" ABOVE' HIGHE R LEVEL #F 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. 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 _RdWon 2 111VA1111M 3 ReA(on 3 WfUM sheet title: BUILDING 1 DUPLEX TYPE 2 ELEVATIO"NS project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: A A MIL Al"A, Almil [I NOT ISSUED FOR CONSTRUCTION 0 ISSUED FOR CONSTRUCTION ROOF ROOF 48.19 N.A.V.D THIRD FLOOR THIRD FLOOR 36.86 N.A.V.D 36.86 N.A.V.D SECOND FLOOR 26.86 N.A.V.D UNIT 1 GROUND F.F.E UNIT 2 GROUND F.F.E --- YDESIGN FLOOD ELEVATION �_----- j DESIGN FLOOD ELEVATION = 6.24 NAVD 5.86 NAVD 5.86 NAVD ZONE "AE" ELEVATION 5"-0" NAVD uU-PLE,,,-'&'-S_IDE__(,E-AST/WEST)-----..ELEV-ATIO-N. ARCH ITECTURAI.- SAIL FENCE iced ev% 001'*� j,.00 •&4 Reviewed for Code Compliance Universal Engineering Sciences 20101%-40C�651 t2. {r.-ZI EXTERIOR FINISH SCHEDULE KEYNOTE MATERIAL MANUFACTURER COLOR UNDERLAID"MENT MOISTURE BARRIER OVER EXTERIOR DENS GLASS WALL PANEL MOISTURE BARRIER OVER EXTERIOR DENS G'LAS WALL PANEL 1� COMPOSITE METAL. PANEL ALUCOBOND WHITE 02 FIBER CEMENT ARCHITECTURAL WALL PANEL NICHIHA MIRAIA 3� 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 8t 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 R CONCENTRATION AND NUMBER OF GALLONS USED, TO EXTABLISH A VERYFIABLE RECORD OF PROTECTIVE TREATMENT. IF SOIL CHEMICAL. BARRIER, METHOD FO TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. -THRESHOLD BUILDING THAT, PLANS APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE -SAFETY STANDARDS AS DETERMiNED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH THIS SECTION AND CHAPTER633, FLORIDA -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 THERMA')'TEEL EXTERIOR WALL PANEL WILL BE DETERMINED BY FIRE DISTANCE OF ADJACENT BUILDINGS SHOWN IN CODE ANALYSIS PROVIDED ON AO-01 OF ARCHITLCTURAL SET OF DRAWINGS. FLOOD VENT NOTES ■ -EACH ENCLOSED AREA SHALL HAVE AT LEAST TWO (2) FLOOD VIENTS. LOCATED -OPENINGS SHAL'l BE ON AT NIFERENT BOTTOM01. IEACHSHALL LOCATED ABOVE ' LEVEL OF AREA 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 ,GH T cq RHO 10054 ,12 NED 9 ARG�\ r\ Ln w C7, >M c� �Q u� Q LL_ 0 Q w m CD Z w stamp:- N _ This drawing is the property of WRIGHI- 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. c02018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description 2 Revision 2 3 Revision 3 sheet title: Date 11/11/20 11 /1A/71 BUILDING D"UPLEX TYPE ELEVATE S project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: - SEE STRUCTURAL S131-17 TO IDENTIFY WIND ZONE AREAS AND RELATED WIND LOAD ANALYSIS. ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION IX /X//�\//�\//\\////X TPO MEMBRANE OVER DRAGONBOARD ROOF SHEATHING & 12" DEEP SUPER STUD COLD FORMED STEEL JOIST ft TWO LAYERS OF TYPE ;X GYPBOARD. SLOPE TO GUTTER @ 1 /8":12", SEE ROOF PLAN _ROOF _ ROOF 48.19 N.A.V.D 48.19 N.A.V,D THIRD FLOOR THIRD FLOOR 36.86 N,A.V,D 36.86 N.A.V.D SECOND FLOOR 26.86 N.A.V.D MAIN FLOOR _ MAIN FL 14_R6 N-A-V-D 14.86 N.A.V.D Reviewed for Code Compliance Universal Engineenng bw Sciences FLOOD ELEVATION \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �5.86 N.A.V.D� \ \ \5.86 N.A.V.D� 6 24 N.A.V.D /�/////////\////////// //////////////////// i i i////// i i i///////� i -BUILDI'N''G ttt�^"`T i.J% b'%O I L _ 067':.0 Z 1 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 1GH •`J rn " 100>4p7 • `a ® RIC r • r r f, stamp: Of LO * ° " k 7-owJ y a i R�yN tlit 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 �R %ion 2 11111/1111/1) IFC 12/15/20 sheet title: i project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: 'hL Ar Al m5uAw ❑ NOT ISSUED FOR CONSTRUCTION 0 ISSUED FOR CONSTRUCTION ARCHITECTURAL SAIL FENCE TPO MEMBRANE OVER DRAGONBOARD ROOF SHEATHING Et 12" DEEP SUPER STUD COLD FORMED STEEL JOIST Et TWO LAYERS OF TYPE X GYPBOARD. SLOPE TO GUTTER @ 11/8": 12", SEE ROOF PLAN 1 (TICAL rt'5"U' L rU"*, I hN''G SECT10"N �Al -51) 1/4" = 1 '-0" ROOF 48.19 N.A.V.D THIRD FLOOR 36.86 N.A.V.D ROOF 48.19 N.A.V.D THIRD FLOOR 36.86 N.A.V.D SECOND FLOOR 6.86 N.A.V.D 0000�00 4 .0 0 to alf* C) Reviewed for Corle corrlpllar+(c Universai IF r. I OR - C30 4b & ) 154 Krog Street, #125 Atlanta, GA 30307 404-218-846-3 P4-` G H 4z 100540 1141D AR stamp: `?- 7— ()f FLO A, X J, This drawing is the property of WRIGHT GARDNER ARCHITECT, Ll-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, LLC. revisions No. Description Date 2 R(tFksion 2 11111/11111M) I FC 12/15/20 project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: ❑ A NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION C) iw 'tom FLOOD ELEVATION 6.24 N.A.V.D F LM r T'n!� IAr'AS r) I") A AIC fl!!rn r-%n Af f\A IDnA nr% nftinr rt_1c A-rl I 1,1/" r. 4'11- r%C'rn i FAMILY I ROOM L Ll I ILJ UNIT 1 TPO MEMBRANE OVER DRAGONBOARD ROOF SHEATHING Et 12" DEEP SUPER STUD COLD FORMED STEEL JOIST Er TWO LAYERS OF TYPE X GYPBOARD. SLOPE TO GUTTER @ 1 /8":12", SEE ROOF PLAN UNIT 2 1 BUILDING SECTION \A1-52 1 /4" = 1'-0" 0_100� P, t 16s'% C.>44 I 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 Ln L.LA V z W ® r, ON w ON> 'I W a Z ®_ Q 5 W O U O � O Q ® w Ca w o v) r- z w W 0 stamp: 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 FC sheet title: 1 � • natA 12/15/20 project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION BOO a o � of w m O N LJ _y �1' I LLJ I= U_ b' O O' 2 `1 r ROOF 48.19 N.A.V.D 1 THIRD FLOOR 36.86 N.A.V.D 1 �f SECOND FLOOR 26.86 N.A.V.D 1 1 1 MAIN FLOOR I 1 BATH I I 1 CLOSET 1 I ENTR 14.86 N.A.V.D Q -- - -- - _ FLOOD ELEVATION _GROUND FLOOR _ __ A_ _ --_,T -,• '-' . , - 6.24 N.A.V.D 5.86 N.A.V.D - TPO MEMBRANE OVER DRAGONBOARD ROOF SHEATHING a 12" DEEP SUPER STUD COLD FORMED 'STEEL JOIST Fi TWO LAYERS OF TYPE X GYPBOARD. SLOPE TO GUTTER @ 1 /8":12", SEE ROOF PLAN 17 BEDROOM 1 AMILY ROOM LAUNDRY G U EST BATH - - TPO MEMBRANE OVER DRAGONBOARD ROOF SHEATHING £t 12" DEEP SUPER STUD COLD FORMED {' `7 STEEL JOIST Et TWO LAYERS OF TYPE X GYPBOARD. SLOPE TO GUTTER C 1 /8":12", SEE ROOF PLAN FAMILY ROOM VESTIBULE GUEST BATH LAUNDRY FOYER GARAGE; UN I BEDROOM 1 0 O3ki-UILDII 1 /4" = V-0" 1 CLOSET 1 I NT 1 1 / 1 1 / / 1 1 0 A 1 Reviewed for Code Compliance Universal Engineering Sciences R w' It rp &•go ZI oA doo�41 IZ_I3,LI 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 r4 Ln w > all _r LU z� w (D� DU C)Q o LLJ m stamp: W, . F. This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., E 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 her and is not I 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: project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: 1 ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION