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HomeMy WebLinkAboutBuilding PlansBUILDING 2 10101 SOUTH OCEAN DR JENSEN BEACH, FLORIDA, 34957 ISSUED FOR CONSTRUCTION 1—s 1 0% w / n A 0% w JENSEN BEACI AQUATIC PRE11I11 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 2 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) at 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 ri=. a nA cnl iru nCEAN DR ORIDA, 34957 EA 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 A0=01 AND DETAIL 1,A1-20 OF EACH DUPLEX BUILDING SET OF DRAWINGS ONLY. ARCHITECTURAL MECHANICAL SHEET NUMBER SHEET NAME SHEET NUMBER SHEET NAME AO-01 KEY PLAN MOMENT FRAME DIAGRAM FLOOR PLAN MO-01 MECHANICAL GENERAL NOTES AO-07 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-10A FIREWALL SHAFTLINER M2-01 DLUPLEX GROUND Et GARAGE MECH. FLOOR PLANS AO-10B FIREWALL SHAFTLINER M2-02 DUPLEX MECHANICAL FLOOR PLANS A0-10C 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 ROOFEtFL00R SYS ABOVE GARAGE FIRE P M4-02 END UNIT TYPE 2 MECHANICAL THIRD FLOOR Et ROOF PLAN I AO-15 ROOFEtFL00R SYS ABOVE GARAGE FIRE-P M5-00 MECHANICAL SCHEDULES M6-00 MECHANICAL DETAILSAO-18 STC WALL TEST M6-01 MECHANICAL DETAILS CONTD. Al-10 BUILDING 2 DUPLEX TYPE 2 FLOOR PLANS ELECTRICALAl-11 BUILDING 2 DUPLEX TYPE 2 ELEVATIONS BUILDING 2 DUPLEX TYPE 2 FLOOR PLANSAl-20 EO-01 ELECTRICAL GENERAL NOTES Al -21 BUILDING 2 DUPLEX TYPE 2 FLOOR PLANS E1-00 ELECTRICAL SITE PLAN Al-22 BUILDING 2 DUPLEX TYPE 2 FLOOR PLANS E1-01 INTERIOR UNIT ELECTRICAL FLOOR PLAN Al-23 BUILDING 2 DUPLEX TYPE 2 FLOOR PLANS E1-02 INTERIOR UNIT ELECTRICAL FLOOR PLAN Al-24 BUILDING 2 DUPLEXTYPE 2 FLOOR PLANS E1-03 INTERIOR UNIT ELECTRICAL FLOOR PLAN Al-25 DUPLEX RCP E2-01 DUPLEX GRND Et GARAGE ELEC FLOOR PLAN A0-26 DUPLEX RCP E2-02 DUPLEX 2ND Et 3RD FLOOR ELECTRICAL PLAN Al-30 BUILDING 2 DUPLEX TYPE 2 ELEVATIONS E2-03 DUPLEX ELECTRICAL ROOF PLAN Al-31 BUILDING 2 DUPLEX TYPE 2 ELEVATIONS E3-01 END UNIT TYPE 1 ELECTRICAL FLOOR PLANS Al-32 BUILDING 2 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 E5-01 ELECTRICAL PLAN SCHEDULE Et RISER DIAGRAM Al-50 BUILDING SECTIONS 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 WALL SECTIONS P1-01 INTERIOR UNIT PLUMBING FLOOR PLAN Al-60 P1-02 INTERIOR UNIT PLUMBING FLOOR PLAN Al-61 WALL SECTIONS P1-03 INTERIOR UNIT PLUMBING FLOOR PLAN Al-62 DETAILS 132-01 DUPLEX GARAGE PLUMBING FLOOR PLAN Al-63 Al-64 DETAILS DETAILS P2-02 P2-03 DUPLEX GROUND FLOOR PLUMBING PLAN 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 133-02 END UNIT TYPE 1 PLUMBING ROOF PLANS Al-70 WINDOW SCHEDULE EXTERIOR FENESTRATION SCHEDULE P4-01 END UNIT TYPE 2 PLUMBING FLOOR PLANS Al-71 134-02 END UNIT TYPE 2 PLUMBING ROOF PLANS Al 72 EXTERIOR FENESTRATION SCHEDULE Oki Planning 8fDevelopm entservi ces Department Building&' Code Regulations Division 2300UrginiaAvenue, Fort Pierce, Ft34482 (772)40553 Certification for Design Load Compliance ProlectIcame OCEAN GLASS RESIDENCE & MARINA Project Address 101 SOUTH OCEAN DR JENSEN BEACH, FLORIDA, 34957 Permit#; otcupancyType R-3' ConstructlonTypee>6BSPRINKLEREo INSTRUCTIONS FOR; USE: This certlflcatlpn must be completed, signed andseaied by the design professional of record Submit (2) copies for restdental 0) copies for commercial with all permit applications involving the follciwing: o New Fast dences(sing!eormuft family) o Residential Addition' o Any accessory structure requiring a building Pei mit o Anynon- residenadistructure Note Formnot required for interior renovations provided thatno exterior structural elements are affected and certain minor building permits: atthe docretonof the local buildingofficial Contactthe# above for questions:. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGNC4oE: Florida Building Code Sixth Ed ton wl eh 20_20_Suppiements using ASCE7do 2 Structure Designed as(check one): X Enclosed _PartiallyEnclosed _- open 8, RxlyCategory; I X II _111_IV ExposueeCategory-:_8_'C P 4 DesignWinclVeloaty 161 mph_ASS`_LRFREnd2oneWidth: ft 5 Mean Roof Height 42' 0" -ft Roof Ditch- 1/4" `12s Parapet 1 `0 ft 6, Components& Cladding Re sign Pressures Used:(esl`, eased on 105gftC&15'MRH, clearly label on all plan opgFings)s Zone ' Zone 2'. Zone 3. Zane T Zone15 Garage 7 Design Loads: Floor PSF Rcof/Gead: PSF Roof/Live: Balcony: PSf Dock PSF Deck. PSF ISmns PSF Fence: PSF Railings. PSF g viShear (WatlsConsideredForStructurer _X_Yes _ Not4pplicable Explain Why Noti STRUCTURAL SHEET NUMBER SHEET NAME SB1- 01 STRUCTURAL DESIGN NOTES SB1- 02 FOUNDATION PLAN SB1 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 SB1- 09 GARAGE WALL PLAN SB1- 10 GROUND FLOOR PLAN SHEAR WALL PLAN SB1-11 SECOND FLOOR PLAN SHEAR WALL PLAN SB1 12 THIRD FLOOR PLAN SHEAR WALL PLAN SB1 13 STEEL MOMENT FRAME DETAILS SB1-14 STEEL MOMENT FRAME DETAILS SB1-15 DETAILS SB1-16 DETAILS DEFERRED SUBMITTALS ROOFTOP DECKING ROOFING TPO MEMBRANE EXTERIOR RAILINGS ON ROOFTOP Et BALCONIES EXTERIOR KITCHEN APPLIANCES MISCELANEOUS RED STEEL MEMBERS 9 IsAContnuousLoad Path Provided? X Yes IdotAppicable Explain WhyNotx, NICHIHA WALL SIDING 10. Design Soil Bearing Pressure PSF Soil Test Reports Submitted? Yes DESIGN PROFES510NAL CERTIFICATION STATEMENT:- I certify that, to the best of my knowledge and belief, the attached plans K specifications have been designed tl comply with the applicable structural portions of the bellcling codes currently adopted and enforced by St Led, County. I also cerIny that structural elements depicted on tPlese plans provide adequate resistance to the.desigi forcesspedfied Print Name" Certi&Co CertAuth, 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 Company Name :&Address Reviewed for Code Compliance Universal Engineering co Sciences wri ht Rarh e 154KrogStreet, # 125 Atlanta, GA 30307 404- 218-8460 OF FLp T 2' D t 100544 STFRED PRG , N W U ZW i Ln NLL1 a, N rn Q W Zzo W O LAo 0 LA Q 0 oa CO J mN CO o C) Ln Zz w Q W U 0 sit This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., a is not to be reproduced or copied -in whole or in part It ,s only to be used for the project ands to specircelly 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 sheet title: COVER S'1EET project number: 19-049 drawing date: 1 .05.2021 scale as noted sheet number: AO=00 NOT ISSUED FOF, CONSTRUCTION ISSUED FOR CONSTRUCTION M BALCONY t BALCONY 25 26 7 8 HEAVY DASHED LINE REPRESENTS ASUMED PROPERTY LINE HEAVY DASHED LINE REPRESENTS ASUMED PROPERTY LINE BUILDING 9 I ---_—_—_---BUILDING 8----- SOUTH OCENA DRIVE CODE ANALYSIS OCCUPANCY GROUP CLASSIFICATION: R-3 ATTACHED CONSTRUCTION TYPE: 5B SPRINKLERED ALLOWED BUILDING HEIGHT: 35'-0" PROPOSED BUILDING HEIGHT: 4T-0" (SEE VARIANCE DOCUMENT) PARAPET MINIMUM HEIGHT ALLOWED: 30" NO PARAPET PROPOSED SIDE (EAST) EXTERIOR WALL FIRE RATING REQUIRED: 1 HR RATED ON BOTH SIDES (SEE NOTE 2) SIDE (EAST) FIRE SEPARATION : 9'-6" (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: NOT REQUIRED PER 2020 FBC SEVENTH EDITION TABLE 601 8 602 REAR (SOUTH) FIRE SEPARATION : N/A (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 : 47-6" (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: NOT REQUIRED PER 2020 FBC SEVENTH EDITION TABLE 601 Et 602 SIDE (EAST) FIRE SEPARATION : 48'-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 1" THE FOLLOWING STATEMENT IS APPLICABLE; The area of unprotected and protected openings shall 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 2.(SEE PLAN) 4- ADJACENT BUILDINGS CONSIDERED FOR THE FIRE SEPARATION ANALYSIS ARE BUILDING 1, BUILDING 3 Et BUILDING 4 WHICH ARE BEING MEASURED IN A STRAIGHT LINE PERPENDICULARLY TO BUILDING 2. 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 1,316 SF THIRD FLOOR 752 SF TOTAL GARAGE 3,350 SF 1,168 SF wrl ht ar e rani ec 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 y'Op F G.1GNTqr •9y,' P mr. A 100540CellrM C, ST RED W 0 v a W Q zo Z Q U LnLn JOoLL_ Q J oa J Lnwm r^ V m w Z O LAzw H 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 retumed .,on request. 02018 WRIGHT GARDNER ARCHITECT, LEE. revisions No. Description Date sheet title: KEY PLAN project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: Reviewed for Code AO=01 Compliance Universal Engineen NOT ISSUED FOR CONSTRUCTION Sciences ISSUED FOR CONSTRUCTION wn ht ar e rchi ec 154 Krog Street, #125 Atlanta, CA 30307 404- 218-8460 FLo UGH GA • 9 Con' Q O Z U t00S40C STFRED I I I 5 o- 0a' o-os 0-08 _ o-os LU r--------- -- 3-------- --- - 3 - - - 3 --- 3 Z 0-08 - I I 0 08 - 0 08 AO-0a L_ +--------------------- - - - - - - - - w a ° N Lin EA0-0 I I Q w rn LA Nr 11r" W V Q a - I I I I I 1 zEd o o lipLA _ BI ' ' J O= w II - - - - 2LA zz - z o z r o0 008I I I 0-08 I — 0-08 I I w AO OS y Z "' I I I — W b Fj Of 71 I I A DI I r D stamp: amPDD - D-- --1A' { - j' 1,0_09 e0-09 0-09 fir q y I----- - ----- - -- ------ - ------ --- - - - - I FA AO OS • r 1005401 E 1 A — — — — — — — — — - - - - - - - J Itlit$, N` 0 0 ED This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., It is not to be reproduced or copied in whole or in part. It is only to be 4 used for the project and site specifically Identified herein and is notto be used on any other project. It is to be returned upon request. A0- 08 C2018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date 4 BUILDING THIRD FLOOR 3 BUILDING SECOND FLOOR 2 BUILDING FIRST FLOOR BUILDING GARAGE AO- 07 1 /8" = 1'-0" AO-07 1 /8" = 1'-0" AO-07 1 /8" = 1'-0" AO 07 1 /8" = 1'-0" sheet title: MOMENT FRAME DIAGRAM FLOOR PLAN project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: Reviewed for Code AO=07 Compliance Universal Engineering NOT ISSUED FOR CONSTRUCTION Sciences ISSUED FOR CONSTRUCTION iI I ICI I, I I I 1 o-- ROOF. OMF BEPMWBX31 I OMF COLUMNWUMN II OMFBEAM THIRD FLOOR_ WBX°B I OMF COLUMNWLima SECOND FLOOR. MAIN FLOOR. GROUND FLOOR. A OMF COWMN III THERMA$ L HORIZONTAL HURRICANE PAI STEEL BRACE_ ni 166x?" HORIZONTAL STEEL BRACE_ H55555 cs OMF COLUMNarcri OMF COLUMNwax HORIZONTAL STEEL BRACE Liss S.Sx5.5x II OMF COLUMNWCOLUMN I III 5 OMF DIAGRAM AO-08 1 /4" = 1'-0" 7h'r-AI1 OMF BEAMWmi OMF COLUMNNOLUMsoTIX 2L4"1'x I'; S=B'9RACING OMF BEMWB%], l OMF COLUMNWB%48 2Ls AsR; s-, 9RAGING ITof MF BEAMv W., 2L 4•Wx A. S=s BRACNG OMF COLUMN I 1 OMF DIAGRAM ELEVATION 1 /4" = 1'-0" OMF DIAGRAM 1 /4" = V-0" 9R'-Fi" OMF DIAGRAM ELEVATION AO-08 1 /4" = 1'-0" — NOTES: 1- ALL STEEL MOMENT FRAME TO BE COATED BY INTUMESCENT PAINT PER UL LISTING ON AO-11 TO A10-13 SEE REVISED DATA ON THESE PAGE. 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. Reviewed for Code Compliance Universal Engineering Sciences wri ht arhi ecl 154 Krog Street, #125 Atlanta, CA 30307 404-218-8460 O 41, 1 Gqco mr. in r l0 54 q 121 C,STFRED PRG W Ln 0 w(31 V ) N Q M Q W Z Z u of s O u- L J Q J o a mW oW inZ ZLLJ 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. D18 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date sheet title: MOMENT FRAME DIAGRAM SECTIONS project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION NOTES: 1-CONTRACTOR TO INSTALL FIRE WALL ASSEMBLY PER ALL MANUFACTURERS REQUIREMENTS. SEE AO-10A TRHOUGH AO-10C 2- SEE SPECIAL CONDITIONS, ITEM 8 FOR FIREBLOCKING OPTIONS. TPO MEMBRANE OVER DRAGON BOARD ROOF - - SHEATHING Ft SUPER STUD METAL ROOF JOISTS- -- - INSULATI 2 LAYER OF 1" THICK TOUGHROCK SHAFTLINER OR DENSGLASS INSERTED IN H-STUDS @ 24" 0.0 , SEE AO- 1OA TRHOUGH AO-10C -- - 3 1 /2" THERMASTEEL — S.I.P STC RATING 50 MIN. REQUIRED - ALUMINUM ANGLE BREAKAWAY CLIPS @ 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 EACH FLOOR LEVEL, 10'-0 MAX. PER INSTALLATION INSTRUCTIONS PROIDED ON AO-10A TRHOUGH AO-10C 3 1 /2" THERMASTEEL S.I.P- STC RATING 50 MIN. REQUIRED-- 2 LAYER OF 1" THICK TOUGHROCK SHAFTLINER OR DENSGLASS INSERTED IN H-STUDS @ 24" O.0 , SEE AO-10A TRHOUGH AO- 1OC---- - C" SHAPED GALVANIZED TRACK—, INSULATION CONCRETE PARTY WALL, SEE STRUCTURAL — GARAGE FIRE WALL SECTION AO-09 1" = 1'-01, - HOT AIR WELDED MEMBRANE STRIP OVER SEAM PLATE ALUMINUM ANGLE BREAKAWAY CLIPS ALUMINUM r ANGLE BREAKAWAY CLIPS C EACH FLOOR LEVEL, 10'-0 MAX. PER INSTALLATION INSTRUCTIONS PROIDED ON AO-10A TRHOUGH AO-10C SCUT EDGE SEALANT TWO LAYERS OF TYPE X GPBOARD FIRE BLOCKING ON BOTH SIDES OF AREA SEPARATION WALL @ 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 THIRD FLOOR. 37'-1" ROOF. 1 48' - 5 1/4 1 H" SHAPED STUD GALVANIZED STEEL @ 24" O.0 MAX. SEE AO-07 DOCUMENT FIRE BLOCKING ON BOTH SIDES OF AREA SEPARATION WALL @ 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. 1 27" 1" I H" SHAPED STUD GALVANIZED STEEL @ 24" O.0 MAX. SEE AO-10A TRHOUGH AO-1OC FIRE BLOCKING ON BOTH SIDES OF AREA SEPARATION WALL @ EVERY FLOOR LEVEL FIRE BLOCKING ON BOTH SIDES OF AREA SEPARATION WALL @ EVERY FLOOR LEVEL DRAGON BOARD SUBFLOOR SHEATHING OVER SUPER STUD METAL FLOOR SYSTEM MAIN FLOOR15'-1" 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- 1OA TRHOUGH AO-10C 3 1 /2" THERMASTEEL S.I.P STC RATING 50 MIN. REQUIRED 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 T-O" X 8'-0", SEE AO-10 H" SHAPED STUD GALVANIZED STEEL @ 24" O.0 MAX. SEE AO-1 OA TRHOUGH AO-10C FLOOR PLAN FIRE WALL SEPARATION BACK 1" = 1'-0" 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 T-O" X 8'-0", SEE AO- 10 6" WIDE 1 /2" DENSARMOR PLUS FIREGARD METAL COVERS ON EACH SIDE OF STUD, SEE AO-10A IZZ TRHOUGH AO-10C - - 3 1 /2" THERMASTEEL S.I.P STC RATING 50 MIN. REQUIRED H" SHAPED STUD GALVANIZED STEEL @ 24" O.0 MAX. SEE AO-10A TRHOUGH AO-10C wrl I t Rarck, c 154 Krog Street, #125 Atlanta, CA 30307 404-218-8460 H o . y G Gq p • 9 rnU b10054 c ; II I j c STARED P. INSTALL ALUMINUM BREAKAWAY CLIPS C 24" O.0 ATTACHED TO EACH VERTICAL "H" STUD W C" SHAPED STUD GALVANIZED V STEEL ATTACHED TO MOMENT Z FRAME L= Ln 0 N N oM INSTUMESCENT COAT TO BE APPLYED TO ALL MOMENT Z w o FRAME MEMBERS, SEE O u AO-09,AO-10,AO-11 N in J J o a com MOMENT FRAME COLUMN, V' m o ,zl, o b SEESTRUCTURAL Z z LJJ V ---INSTALL ALUMINUM BREAKAWAY CLIPS @ 24" O.0 ATTACHED TO EACH VERTICAL "H" STUD V 0 1> dI_"H" SHAPED STUD GALVANIZED STEEL C 24" O.0 MAX. SEE AO-10A TRHOUGH AO-10C FLOOR PLAN -FIRE WALL SEPARATION AO 09 ' 1 " INSTALL ALUMINUM BREAKAWAY CLIPS C 24" O.0 ATTACHED TO EACH VERTICAL "H" STUD H" SHAPED STUD GALVANIZED STEEL @ 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 8'-0", SEE AO-10 GP EXTERIOR DENSEGLASS SHEATHING PER AO-01 FIRE SEPARATION ANALYSIS NICHIHA VINTAGE WALL PANEL MOMENT FRAME COLUMN, SEESTRUCTURAL INSTUMESCENT COAT TO BE APPLYED TO ALL MOMENT FRAME MEMBERS, SEE AO-09,A0-10,AO-11 a FLOOR PLAN FIRE WA A LL SEPARATION FRONT Reviewed for Code Compliance Universal Engineering93Sciences stamp: This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., fi 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 oa any other project. It is to.:e returned upon request. 8 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date sheet title: FIRE WALL ASSEMBLY project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: AO=09 NOT ISSUED FOR CONSTRUCTION N ISSUED FOR CONSTRUCTION Report prepared for r D20 1 LISTING INFORMATION 5 DIRECTM Pmuzmay tntertok- ToughRock and DensGlass Shaftliner is fiberglass mat gypsum shaftliner for stairwells, shaft wall,, duct work, and area separation walls, ToughRock Shaftliner panels have a, gypsum core encased in moisture -resistant green paper facings. DensGlass is backed on'both faces with enhanced fiberglass mat. Board Area, SleparatiOn Wall Assemblies Geor-gia,Pacific Gypsum, LLC j 20808 1 Rev: Jun, 21 2019 11:39AM I Uncontrolled Copy Report prepared for public access on 3123/2020 11-111:05 AM I t atnerteK 5 1 z.PKDIRIECT"li` P%%uew vte(tek Division 09— Finishes 09,21,00- Plaster and Gypsum, Board Assemblies Total Quality. ASSLffW. 09211633 Gypsum Board Area Separation Wall Assemblies Georgia-Pacific Gypsum, LLC Design No- GP/WA 120-05 Non -Bearing Wall Asserably Area Separation Wall ASTM E119 11QU115, 1111101 1, CERTIFIED MANUFACTURER: Georgia-Pacific 2. Gypsum, LLC CERTIFIED PRODUCT: Gypsum Shaftliner CERTIFIED MODEL: ToughRock Staftliner or DensGlass Shaftliner Gypsum Shaftliner: Two, layers 1-in. i(25A mm) ToughRock Staftliner or DensGlass Shaftliner inserted in H-Studs 24-in. (610 mm) o.c. E of 1 P 4? Gypsum Board: Metal covered using 6-in, (1512 mm) wide Y2-in, (12.7 mm) DensArmor Plus Fireguard' C Interior Panels or ?-in. 112.7 mm) 3. Steel Studs: 'H' sha wd spaci Georgia-Pacific Gypsum, LLC 120808 1 Rev: Jun 21 2019 11:39AM I Uncontrolled Copy PARTY WAL L FIRE SEPARATION Studs, 1-1/2-in. 138A 4-in.,(610 mm) ox Page 4 of 4 Reviewed for Code Compliance Universal Engineering91Sciences wri ht aar,mearcl 11C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 tA LLI U z LLI U-1 0% ITrn LUZo Z ULLJ c) 0 JE D U 0< to pp o ZLLJ z CD Lq LLJ LILI U 0 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. 111, to be returned upon request. R WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date sheet title: FIREWALL SHAFTLINER project number: 17-049 drawing date: 04.05.2021 scale as noted sheet number: AO = 1 OA I NOT ISSUED FOR CONSTRUCTION 0 ISSUED FOR CONSTRUCTION wrl* ht are 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 pF F10I? Z Q NT G,q •9 pensiGlasse, Shaftilinedir Area Separation Walls Pawmi-Pacific DensGlasw Shaftliner Area Separation Walls DensGiesso Shatliner Area Separation Walls Georis cifce rglaafcr31pGypsum Gypsum bq1 s4 Installation Instructions Special Conditions Special Conditionscontiarted ma1 , z:`` m RED PRG r 1, Anoccurs wh n, i r r, 1e one. It extends front' ck e e a adjacent nit iscompleteandnano: -the ransTriretron of the 1. When an H Stud does not align with the adjacent wand framing, fasten. blocking to woad framing -members and attach _ n Unit exton s pastar back d of n t unit. l he H sods of the Area Separation The Area'Separatron Wall Is constructed once the training for one townhouseu p P 9 l g, y Pg l i e r a 3 r Wall are f a blocking r3 ; r, r r no designed for hanging sheathing and cladding, so planning is required 3 49mntawatmrntheadjacentframing, braakawa clip to ackrn using sine 1 1 4 Z min drywall screw and t the H Stud using a minimum of one 3 1 before e in . here ro adjacent unit. The sand 2 (51 trim) Area Separation Wall is constructed a minimum I i1 _ } y l g, V P g. ! { } J 9 / g 9 9 +3 g= p gfare b,g s T a 7 positioned 1254mawayfthe9mminimumlengthanheadscrtwowaystodealwiththeaffset:'The first option Is to pour enough concrete so that , which IStypicallyconstructedfromwoad.'ln many cases the Area Separation U alirls p m) y from { m } g p a ew y p p g at the Area. Separation Wall and adjacent sThe- r fr red ! an extend La the fi It m 1t S I .eveis :: an wa I .. x ,d e u hest ost on . heathen. -rid cladding'::c t e Ds,l ss Shaftllner oriels used asfirablackin the floor I aan lion be installed to the adjacent framed wall:: wall framingtoaccommodatethe1 (254 min) on C a p g + .. Co 9 e 1 Z` CfasareresentbetweenCTrat,ks= fill a usin a roved fire caulking material. . gaps Pgapgppg1. one- U3 5AreaSerailCassembliesevaluatedataheightuto441 d11' min and the ITS/VHCGP/WA The second option is to terminate the Area Separation Wall at the end of the shared wall and .then construct a ane:. hoilr wall UI DesigntJ373and7pac1nWalla9P [ } ., _ ;r , _ p p framing I spaced greater 1 2a:4 min away from the sated 2 51 mrn Area Separation Wall aluminum:.. 3; Whenwallrams. s 9 pg { / P toe the end ofthe offs .t mi l t ' stare shown l h Details coon of this brochure- hft[x// vmw,,g,pgypsum.comArea Separation Wall assemblies were evaluated at a height up to 68 (2Q 72C mm). Ca crew installation video, visit e t t h scenario saw. n the . to Is se s bra hure; clips with longer legs are permitted. Contact clip' manufacturers for modified lips. Additional woad blocking can be relief . . http,Ilwlr+w gpgy.sunl.com (DensGlass Shaftlrner}. 16 Provide, for deflection of Inre loaded floor assemblies by using relief faints or floating trim. added betweenthewoodstudstoprovideclipsupport. Space wood blocking minimum 3/4" (15 mm) away from Area Erectingthe (51; mini then Separation Wall added Wall 1" gypsum panels. 1 Position 2" 51 min C-Irack a minimum 3 4•' 1 mrrl from theframed wall of the adjacent unit. Fasten C-Track to foundation with i l } / { } _ adjacentnI rr a hearing. The adjacent framed wall can be designed s:loa hearing. m 146rnrnbeadofacousticalIanderthe4Thesolid (51 trim) Separation Wall is non -load d h ag,. f a j waa_ tl_;Ir-<£ Assemblies fasteners spaced;amaximumof24 (6tOmm) a.c. When specified, apply a minima f ( ) sealant h- V1 P' . " r 7IId 2 51 trim Area Separation Wall a minimum of 3 4 1,-.min away, can be "'.I asorraf eIts':soe 1, under ecialCnndmans_- 5. the wall located adjacent ntfo flip solida c r;. -. . C Track foracousticalprivacy. Hun the. C Track to the end of the foundation, n c t fs tun....,. 5 t a e _ e {_ / { } y, W pr ,Y 1 _1Denst7lass Shaftlmer Is UL and ULCcertrfied as Type DGUSL and included in numerous assembly designs investigated by UL. r eonstru,tedofwooorsteel'fra tit When constructed. sin steel framer use a mnirrnum u, one 8 9mm 2. Start thewailwlthaverticaC;;C Track at one end. install two 7,1 {25.4 min) shahhner panels vertically -with either side facing out stria the, d framing. using c1, l (, ) and ULC for hourly fire loststanee rattugs V minimum length an head screw to attach the aluminum.breakawa ch gf p e_y P ,. ;.. C Track at.nne end of the area separation wall. Install the N stud nits the C track arid over the double beveled edges,uf Elie she#timerIn addition, DansGlass S fth err certified e T Xr dance with ASTM r _ ha n seifidas "Type _ n accordance C 1658. Type V as used In this technical. W foundation,'Te ira "he wall t s1n a C Track. The s reached he-n opposite ehd ofrm r to t , l :and continuealternatelyuntilthewallhasCdtthe6Thesu or1 walls seated adjacent to, on side of solid .t min Area Separation onWal) protect i1maintain , , panes n eyPPgPpCr21iRa , i p ec arid aide designates v sum`board manufactured :and tested"rn accordance with ecific ASTM standards for rnereasod .fire. '^ horizontal sections oftheCTraekuinaminimumofuteedncomerserstns0endt Ishoulddbattarithemessttheliee _ e acoustical a provide aesthetics. I a e er 4 1Tracksateacheofhewallstul-_e o the required 3 4 18 min airs ace offer increased ace ustcal privacy and ttiide necessary aesthet _ .Chew walls can b v 01 v teagQ / { } P l i p V resistance beyond regular sum board. Please consult the ASTMstandard for the specific product (far example, ASTM C' 9 tJYp Cp ( A • . — r, 7 .designeda:: :. , shouldbeariadwailsheathing. : e c>csaendofwallsothetolh, one ;, 9 minmintumlengtha ,ad screw. CTra t ' as Iaad bean readily accommodate electrical and plumbing ;:s stems: Those systems notlm impede the: 8 ( ) m [ gtpanh _ _rig and y I p 9 v `Y A, 1f56 far glass mat interior for further information significance ofuse V) o a required 19mm airspaceApplyacousticalsealantaroundpenetrationsrivac; o g l 1P, p privacy. V„ z Not«. Same:trfrarrtrasmayrequrrefaiae/rrr ta 6e ursrb>'e;The following design assemhilies are for illustrative purposes only. Consult the fire resistance directory or test 3 7: The required3419tspacebeeliminatedrf'the,mc metal training iscovered on bath faces with 6 152 min; o 1 min air ( } re artfor c fete assembly information. q } P gamt__s mbl informs ion. for rn rrrr aria r CTrackandattachtotheverticalCCrack;rn the corners using a p 1r y safety fo Uonconcernrn UensGltissShaftliner,: v 3. Cap thefirstsectionorrowoftheArea. Separ n Wal I with a g .. ,r ,, - -- - _ 9 wide, 1/2 M1 trim) DensArmor Plus", Fneguard 00 or 1/2 (12 7 mm) ToughHocV Fireguard C,'Ig' or 5/8 f15,9 mm) visit vuww.buddgp.com/snfetyinfo 0 minimum of one SJ8 {9mmj minimum length on head screw; Vf ToughBocP Fireguard X° or 5/8" (15.9 min) bensArrnor Plusc) Fueguardn"gypsum board strips. l he'gypsum board strips V) ® z n rd: :. V r it senDudeofIleImkbeteentheFIstudsridtheatlscentall4. Broakp aycliCsspantheminimumd/4 {19 min} a par a d pr i fusible. w a 1 w f t , are attached with1 (25.4 min} drywall scm rJs spacod 1?_ r305 mm) o.c. to thr: rnetaLframmg.l his primarily occurs in o a y. „ Q w m m ofa89minminimumfenthnhead.'sets ,, framing. Attach thebreakawayclipstoheflaneoftheHtadusma,mmi u one 31- av .,$ ,' am _9 YPg , 9 f } 9- Raaccessible attic areas Attic areas notaccessible do not require uire rfio_6152 term wide sum board strl s. m l adjacent wood usin aminimtmofono1'`'25.4mm'minimumlentthdr ailscretrv. a q { ) gypsum p lit iti7 l - t3Lif fiiE1 fSeparation l' C z and to head1ewgyl ! Jo 8. The requitedfireblockinbetweenfloorlevelsiris' consist oft" (51 mm) nominal lumber, or two thicknesses of'1" (25.4 mm! - w e f it „ ran Walla assemblyrspecified, the lreakawa clips sltnu}d b, located vertically , When either the; UL Design 11373 or U375 Area Separation sse s s ecz g R YpYYnominallumberwithbrokentojoints, or one thickness of t7 /19 iCi:f mmr wood structural oriel with aims backed b ` 2-Hour Fire Rating 55,59 5TG Sound Trans. r ., , P f ( P t y - g w rt n I: Z a Separation „ 1mu. n the total height-ofhe Are S era. r- r -, i h floorlevel1©0 ;Q4$ min :c. and horiznntal l vn eve C{ stud Z4 f 0 m a When r a a ear { ),o_ y ry, { }_P i).719 18.3 ram wood structural panel, one thickness of .75 19 ram particleboard with rants hacked b C7:75 1.3 ram De.•l n Rc.re enee;UF Ci,,f3, UL U3r6, ULGtiJ 12; TCiJL F,efeL„ore FkLTL 1,1-,r9U x w r 2 - 96min):and aver 10 Q 3048 , 1 4 mfarhFiQrclipsshallbemstallee_ 2 m the lower -0 U r' 1 i_ ; ' xc exceeds 28810rambreakaway1i _ installed:every r a Q5 _r i Q Wall ee ) l_ y { WNl GP t.4 1 U 3 C7 _ _ l= Yp _ Y {_ N _ 3 Wit- 1 73 cUi L3 5 „ c, 1 h d. ;. including sty a . .`haf i d 5 1,.:t ens':. r r Plus Fireguard rd r , particleboard. oar Gypsumboard, ud g 1 (25,4 ram) Den I ss tl net an f8 { , ram} D A ma P r gun_ Two avers 1425 4 r€imi Cen Glass .,haftlner iriserteni In H Studs 24 61G;mrn': I 7 Wbothof ' rSeparationaC.- -r. i wa cltsareinstalledanbasthe4eaJm ! 4 7 , 5 ram of the wah asse bl . teaksWall. m for theuer2Cig1m- B Interior panel, harts or blankets of mineral wool or fiberglass or other approved materials installed In such a manner as tole a, i of -Min 3/4(19 rnm) airspace between liner panels and adjacent woad ar' p, V eeurelr tametlacetealeiodeblr, rrebCo k r Ch r t e l meld! framing When the ITS,MINI Deslgn:WHlCP/trVA 120 04 Area Separanan Wall assemblyus specifrod, the breakavray clips should be located'. s y e d n p (ba p rm tt sari accepts f < (Fie apte 7 of h fCC) _ mg h, t' o rt IoneveotherHstudor48119m' ape ifVlien he_total el h r vertically at eachfloorlevel10'Q t3t148 ram} o.c; and h n7a r sly „ ry { 2 m} g _Separation II emhi can b constructed with or without aparapet. W. .' Sound Tested with 2 (51 mm) r+ (102 ram) stud wall with 1/E; j127 ram)`' 9' The Area ...Wall assembly a ;. > •, r r „ _r , ,. 3 i maximum for of the AreaSeparationWallexceeds1006096rambreakawayclipsshallbeinstalledverii,ail ever 8 t? 24 8 rim m_ rm ': r 't Tra hRtack° ,;um:wallboard clad 3-1 Z fiberglass r A C }, yY, y { l „ d 9JG I Csu ram] ih.reFlass insulation in tr 10§ At the intersection of the solid 2 51 ram Area Separation Wall and [he underside o the structural tool sheathing, cut. liner the lower 200 {5p96 min) and every10 D (3048'mm) maximum far the upper 4S-1 j14630 ram} of the wall assembly.. { ) p •r stun pace_ panels titan an lie'lo provide a tight fit the structural sheathing. The Z 51 min Area Separation Wall is not required P 9_ Pg9 { } p c4 e etaiisseaian„Fur. . CI at eachfloorlevelasdefinedintheIBCseD5 fueblockin rsinstalledonbothsidesoftheAreaSeparationWallh { } _ g - to becapped using'a C Stud. Where the shaftllnet panels ale not tight to the structural sheathing, apply an appraJeri 2-Hour Fire Rating 65-6.9-STG SoundTrans. approved fire btockimg-matertirof loc ials, see Special Conditions, Item d king material (see SpecialConditions, Item f/8) to both sides of the Area. Separation Wall. Design Rp=eience: UL U373, UL U675,1JLGlr,l312, Test Reference RALTL10291 uJHI G I C 4 UI_ 5' „ Wy z 0 cU 3 cJt l_ laced. back to backaft • together with 7 section, a and achedtohewih , , -Track used €r ctlowersee , , r r I install CrovertutoheoweG. To continue hwall, a tick v t he f a _ nu _t e , nPg _ _ P s, wo et 24rnmCen.Glas Shaftliner , r _s 5 tl€netinsertedIn1lbtutla24 b1omm 11-. There are two methodsforrnstaiimafireresistantroofiunderlamerit. the strip Inetho.! and the partial roof Y ) I _ _ 1 r GA A W 0810: stamp: r m i "m of - cktobackCTrackDintminimumod "sews atendsand spaced 4610ramo.e. Stagger back-to-back s a t two 3 €3 9 rant `an heap _sc 2 ) , i- ) _ 99 joints c Mlrr.;314 19 inm airs c'cit both sides p P underla merit method. ConsultwithlocalCadeauthorityforpropermethod. In the ledger strip method. one layer of 5/8 ( 1 space b t ,ides must be maintain d between hnel r panels aril ad anent t n n . ! r I Fireguard interiornel a8Tauhck'fi rd-X gypsum board is e 4 a. Ct If a era at rsnotsiftseeSpecialConditionsItem11fortwomethodsfarinstallingaBurnboardroofunderlaent, Consult 15.9 trim) DensAmta Pus a or (1 ,9 mmr Ra re ua rplaced ,. C3: , . 7 p_ p Pe eti. ti p r g gyP Nn t )P g g gYUp r, , , f f 5 : c t t 4 i a, )unC Tested with 1 min x 4 tOZ r i local Cade author f ' propermethod; 1219 tern an both sides of the Area Se pa Wall. The gyps board is cut it U ht'botvueen the roof framin f ,., _ ed w 2 ( _ l 4 _ nrn st ua w+I with Ili; [ i2.1 nnm t Sir nk with ty for prpe i ) P gyR g 9 f , r a L IIH.. b. ) lf. ursnwallboard - side . : h_ of as I and1 9 m ', I ' d b _ _aU semb an3t >3 m fiber ss a l- 51 ram x251ramwoodledgerstriishalltheusumboardotheundersiderxrootamembers. Nominal 2 a t tthe. a g, i y ( l r g, i gypsum g_ tip. ' I ;:reawa :.11.,.n, ,..: tIortoconmtruetronofcen[rrrtenar wallTram n can Cie in B ak c and; 8. Once, the 2 1 minAreaSepar *al I is eel d aeondy P__ nsulatfcn,m studspace, r sheathing and flush with the of roofframing. The ledgers ors are attached to the roof frannn andform a+unnnuous i both side,, , Ewe -blocking installation Is identical for troth sides of the 2 1 ram Area Separation Wall' _ 9 P 9 9 9 , g ) P strip. Thasecond method is using firetreatedplywoodatleast4 (1219 ram) on both sides of the Area Separation Wall, 9. Do not install insulation in the stem until the buildinghas been ro erl closed in. - a t 12. Penetrations through the solid 2" { 51 trim) Area Separation Wall should be protected in accordance with Chapter 7 of the j ,jay IBC For specific installation details, consult UL category XHFZ Through penetration Flrostop Systems. Aluminum Angle or C-Track, Cap, Ed e, H-Stud, 25-Gauge (18mils} Consult the fire resistance 9 p 9 13, Size and protection of openings in the solid 2 51 min Area Separation Wall shall be in accordance with the IBC + Breakaway Clip or End Closure p( } P Ei3directoryortestreportfor35-39 STCSoundTrans. Est: z _ Section 706, When the Area Separation UttallIsdesignedasaParty 'VUa11 {Any wall located on a property line between 2 Hour Fire Rating , a complete Assembly information. _ ,r r 7 nplYG.., , "r Part. Thiekne s (, 6 mm)s r , Cent .1 Fier_i ,Hipp ti/H967 , r,... adjacent buildings, which is used of adaptedfor. joint service between the two buildin(1s; 1 as tested m the IBC 5ectrari' a e 14 5 4 R t `+='+' ..,: ,y..vi,.v;i .i. ...`e.,.' t ix:. l , y... 1' ,1 -g _ ., This drawingis the property of WRIGHT GARDNER ARCHITECT, LLC., fi Rg -. nisi ..63,N tq,yz,., ar.. ..:z.6. , i. rwl 8w"`rfe infafmatian. s.: : ...5 ....Et. a. !:. .4E1.,! . Faaddrt fire ..,yyf :.;:"A , .. .5,. ', .... ,.. .. _, rz r 'L n is not to be reproduced or copied in whole or in art. It only tone k y;.,.... nP A ..?.,tx4k::,l t,yv. r h . ,-,. a„ „ '- .i, rr t P P P Y prep. t _.. rain s are`no i s , x , 1g6, o e t permitted. Ivro,ia. r. t 5A Him ten_C,a > ..haul'., i r,:r_ _.A._._ _... , . „ _a,.._.,.. ,ax,,. p g Pl , _ 1 ineern erted n H btud 24 610 inns{ o.,. a#' .. r _..:,,..h!.q.. ; .. .. . .,: € :::..! a I I a:ea for the purl cut sad she specifically meanies herein sad is not m may. y ((j ,,#fe ( „ ' ^ x b xe usedonHTotherERARproject. It is to be returned upon request. concerning furEnSiilasSShaftliner, !;,i!i :i .. 5,, z: ,.! mim . SFt i._l:.iLAm g a . leial ,Diet a u_in 6T5Z,nim uv.de 1 rY :...... ' _ ... , , v 1v 7 n,rrr DenSRrrnur PlusFire ,uard COC a ,. t( p{ ®2018 WRIGHT GARDNER ARCHITECT, LLC. E E ,v.., ........ ......... L..l.L.. a .-. Q. , r , ............. ............rl.i framed e wails > an bcoveredwithDenshi ,ld Tile A __ .. _ 14: For e.iallzed,end use areassuchasbathroomsiliaadjacentfardwisuSt „r uisitwvi w.buil .cam/sofa info. .:,:..: t .. ,,::...o;l. _ _ :r;r;,,,.,G p p ty ,:,. ,: , ,, vic_.. interior nnel , or t C 11Z 7 trim) Tau "Rock fireguard G° uslurr board, Backer from Georgia -Pacific m lieu of standardpaperfacedgypsumboardorfiberglassmatfacedinteriorpanels: revisions z i/t",— 2" No. Description Date I64ij 157mif) i 151,mrol CAU.., e il : i t r Aa it lid,... , ii For r.,,.. i,=pr;a on : LV>T x...ls , ,. ,a ,,, n G^lne :. x,._,acat ., GRUTIOFF Fo rodocrlire; sates add' use. iniarmaboo, CAl1TI0N. For todupt tire, sorer" and use mrormataoe a.:1 goldbuAA-Forprrnsiat timxsatety;andusemferhtatien i p Y, p vgotdhariQgp,cohi/sarelyinio: Technical Senrtee&#r?t6tttt1.;22.ri9t3 avww P9rPsuitagoen Taei#nicrtrServaceHottihel.alr Y.2Z3.b89 wwL rgpgypsnttu goaot uddgpcoild8aft21Ytniu goiobaitdgpcom/adi9ipinto: TeehfuefltSeercatiecdangT,225,8it9alwrwsu,gp9Ytspm.cem DESIGN BASED INCLUDE WHI f ENSA 3 INSTALLATION MANUAL NOTE TO INCLUDE 1 /2" DENSARMOR — VERTICALLY OVER H-STUDS 1" = 1'_0" sheet title: FI REWALL SHAFTLINER project number: 19-049 drawing date: 04.05. 2021 scale as noted sheet number Reviewed for Code AO= 1OB Compliance Universal Engineering NOT ISSUED FOR CONSTRUCTION Sciences 0 ISSUED FOR CONSTRUCTION aensGlassm 5haftliner Area Separation Walls> Batt hWatlar - 2" (51 rnml H-Studs 24"S(810 mini c.c. 1/2' (12 p MM) DansArl Plus° Interior Panef or . 312:" 02.7 mmi TpoghRockg' Fireguard 45m Gypsum Board, Pack to -back G Tracks For [ate0jiffatheon a,tl „date CAUTION: For product: fire, safety and use information,:. Tipticesel sviri Nmizne goto huddgp-oomisalotyinfo The €pliowmg assemblies and details are. compliance Georgia -Paclftc Gypsurn does bens lass sheftliner Area Separation Walls Ior Illustration purpmesonly Please consult design autnuland contras csoclp not piovido design services: all trricrsm.ftarit.: i For find updatas ( CAUTION: For product fire, safety and use information,. Tissunut:af Service mothi nrvr3blN gpityreuntcon go to buifdgp.comisafetyino. INSTALLATION MANUAL 1" = 1'-0" wri ht arhi ecl 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 pF Fop mr• X Y t 054 Z { , A V STERED PRG V) LIJ Z LLI v a LU wlJ O N O ui ILA Q o a N wm w Z O NZw71 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 he 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 sheet title: FI REWALL SHAFTLINER project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number Reviewed for Code AO= 1 OC Compliance Universal Engineering NOT ISSUED FOR CONSTRUCTION Sciences ISSUED FOR CONSTRUCTION 0 See General information for Fire Resistance Ratincis - CA:N/ULC S101 Certified far Canada, Design Criteria;and Allowable Variances Learn More j' SECTION . T. Bea m —W$ $,;V 24 or 12, rain sine, see Items 6 and; 2 Normal Weiqht 147-1 5 3.: 4-1/2 3 Normal Weight'': 147-153' 5-1/4 Lightweight 107-11,3 1/4 2 Lightweight I Lightweight 114-120: 3-112 Lightmeight 107-113 4-3f1 E Lig'htfyei t: 114-120 4= Y16 Vith 2 and 3 in, deep steel floor.unit-only. 3. Welded WireFabric: - 610110 SWG. 3A, Negati+ beams ,'Defo Code Specifi 4r SietN [dooral r, It F!!Ated ,ar7i fo l lwi n,rr r i g c cimbl ii 11 All 24r z6e 28 c f2) All fluted, f rcem ent irsdesigned s of ul M) - Optional`- For floor spans With concrete cast c'ontin he 5 Apport moments of the concrete .slab in accordance Co mp o s ite 1-1 /2r.1- tdr Min gauges are 22 7aV be used; it or partial cellular. or fluted and 2Q120 for c uous ovrer the supporting with the latest ACI Building' a m ill One or t~Ao:,3 inr c!ep.. ir.5+de, 18/18 MSG min cellular; alternating imith.3 inn sleep fluted or other cellular, ij Ar .{ Li ry is L.lfflub!da? IAJ 24. i F, ' or 36 inr ~aide cellular or partial'cellularr Learn .Nl ore', INTUMESCENT COAT SEPT PG 1 12 1" = 30'- 0' wrl ht ar e i 154Krog Street, #125 Atlanta, GA 30307 404-218- 8460 rrls q1A.\ G . 9Yp• , v y SiEREDPSG W Z W Q N W tT N oM a W13 j Zo wo Z uN0 LL Q J o a J W m C7m W Z O to Z Win This drawing is the property of WRIGHT GARRNER ARCHITECT, CCC., a is uat to be reproduced or copied in whole or in part. It is only tobe used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. C2010 WRIGHT GARDNER ARCHITECT, I.I.C. revisions No. Description Date sheet title: STEEL STRUCTURE FIRE PROTECTION project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: Reviewed for Code A0=1 1 Compliance Universal Engineering91 Sciences NOTISSUEDFORCONSTRUCTIONISSUEDFOR CONSTRUCTION Yr she Wit lion EL DECI r (designated with p, 30 in. wide, 24 M$G min,gaiv units wlith,$hear wires factoO iveldihg washers.,For, sheaf` wire spacing, of 8 in. or less the'st, I. GC but less than or equal to 12 in, CIC steel deck stress sha ES IL L C - 36 in. wide Types, 2WH-36T, 2WHS-36, 21WHF-316tg' 36& BH-36, BHN-36, 13HN-3 54/4, 3W-316, 3WF-36, All units rated with a HW suffix'to the productnalme. Cellular deck tc 11 XCdeckstressshallnotexceed 20 KSI, not exceed 12 KSI. V,HF-36A,,3WxH-316, 3WxHF-36; iay be galvanized or Prime Shield, and bottom sections may be riveted CANAM STEEL CORPI - 24 in, wide Type P-2432 composite or 36 in. wide Type P-3623, P-3606,P-,3615 and 24 in wide Type P-2432 compos,itle Ty -3606 and P-3615 neon compositeTypeP CANAM STEEL CORP - 12 or 24 in. wide, Types 1-.-1-/2, 2, or 3 in. LOK-Floor and LOK-Floor Cell, 3,6 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 CONSTRUCTIONMATERIAL CO LTD - 24 or 36 in. wide Mac-Lok 3; 24 in, wide CFD-3. DECK WEST INC - 361n. wide Type B-DW Inverted B-OW1, BA-DW-, Inverted BA-DW, 2-DW or 3-DW. Sicleljo,ints- of Type 2-DW and 3-DW nay be fastened together with min 1 in. long No, 12 x 14 self -drilling, self -tapping steel screws 36 in. OC. EC366, ECP150,,ECP300, ECP366, Epicore, A, 2.0 ECA; N in. wide KAM INDUSTRIES LTD, DOA CORDECKI- 24 in. wide, Types 2 or 3 in, WDR. MARLYN STEEL DECKS INC -Type 1,5 CF,,2.0 CF or 3.0 CF, STEEL MASTERS INTERNATIONAL DEPENDABLE STEEL - 36 in. wide Types 21WH-136,3WHI-316,, Units may be phos/painted or galvanized. VALLEY JOISTtDECK - 24 or 36 in. wide Types WVC 1-1/2 or WVC 2. VE RCO DECKING INC - A NUCOR CO FORMLO KTm deck types PLB, BA- BR, PLN3, N3, PLN, N-, PLW2, W2, PL11113,:W3. Units may be galvanized,, phos./ptd., or mill finish. Units may be cellular or acoustical cellular, with the suffix qCDn ornCD-AC" added to the product name, respectively, Ali non -cellular deck may be vented or non-vented.1 2 in. wide PLW2, W2, PLW.3 or W3 units may be blended with or 38 in. wide PLW2, W2, PLW3 or W3i units„ respectively,, or Types PLN3-CD, N3-CD, PLN3, CRAFT, DIV OF NUCORCORP- 24,30 or 36 In. wide, Type 1.5VL, 1,5VLI, 1.5PLVLI, 1.5VLP, 1,5PLVLP,; 24, or 36 in. wide,Types 2VLI, VLI, WLI, 2VLP,,.OPLVLP, 8VLP, 3.bPLVLP. 3-6 in. wide Types 1.5 SB, 1.5. SBR; 24, cr 36 in wide Tvpes 2.0 SB, 3.0 SB, L%L.l I in, wide High Strength 1.5 SBI, M in, wide Type, High Strength 1.5:SBN; Units,, I may be phos/ptcl. Spacing of welds lattaching -u0its to supports shall be 12 in.,0C for 12,24,36, in, wide units, four werlds, per she yits. 6 in. 0C, for 18,in. wide and sec, 12 units. Unless specified otherwise for specific unit, tw-,- ,ain, rt button o.gether 3FI in 0C,71I.)rvj ic!e iair its. For 3 'rlt Rirling, units with overlapping type, side joint'dediwtbg(,#ThbY24 ih.:OC is desired the spacing of welds or button punches shall not exceed 24 In. Ot along, side joints. 115, IaSLt,pLriirnposedtoad of 0 P,l Alternate Construction -- Noncomposite units of the same type listed above may be used, provided allowable loading is calculated on the L41'i, 4 pf de6igiarnMore The Unrestrained Assembly Rating is, equal to the Unrestrained Beam Rating (SeeItem 6) for a max, Hr and is limited to the following units and limitations: a) 1-1/ 2, 2 and 3 in. deep, 24 in, wide, 22 MSG or thicker fluted -with, clear spans not more than 7 ft,:8 in. b) 1-1/ 2, 2 and 3 in. deep, 24 in, wide, 20 MSG or thicker fluted with clear spans not more than 8 ft, 8 in. c) 1-1/ 2 and 2 in. deep,,24 in. wide, 16 MSG or thicker fluted and 18/18 MSG or thicker cellular with clear spans not more than 9 ft, 11 in, d) 3 in, deep, 36 in. wide, 18 MSG or thicker fluted and 24 in. wide, 20/18 MSG or thicker cellularwith clear spans not more than 13 ft, 2'in, Forassemblies utilizing 3- 1/4 in, lightweight concrete topping with a max RestrainedAssembly Rating of 2 Hrthei Unrestrained Assembly Rating is equal to the Unrestrained Beam Rating (See Item 6 and is limited to the following floorunits and spans: a) 1 -1/2, 2 and 3 in, deep, 24 or 36 in. wide, 22, MSG fluted and 20/20 MSG cellular with clear spans not more than 9 ftr 6 in. b) 2 and, 3 in. deep, 24 or 36 in. wide, 20 MSG fluted and 20/20 MSG cellular with clear spans not morethan10 ft, 0 in. c) Iin. deep, 24 in, wide,20 MSG fluted and 201/20 MSG cellular with clearspans not more than 13 ft, 2, in. S. Joint Cover - (Use with fluted units optional - Not Shown) -,2 in. wide cloth adhesive tape applied following the contour of the units. 6. Mastic and Intumescent Coatings* - For use, with fluted steel floor form units only. Min. size W8x24 orWj5x121bearns_ shall be primed with a, phenolic modified alkyd primer at a thickness of 1 mil. Coating spray or brush applied in accordance with the manufacturer's instructions at the min dry thick I ness as shown in, the ,table below, The thickness shown below includes the 1 mil of primer. Flutes above beam to be completely filled with minimum -6 pcf mineral wool insulation, or the top flange of the beam to be protected with the same thickness of coating as required on Ithe beam. Unrestrained' Restrained Minimum Dry Minimum Dry Beam Assembly Thickness mlls Thickness mm Beam Size Rating Hr Rating Hir 53 1.34 W8x24 1 2 95 141 W8x24 1-1/ 2 3 73 1,83 W6x1 2 1 2 123 3.10 W6x12 1- 1/2 3 ALBI MFG, DIV OF STANCHEM INC - Type Albi Clad TF+. Investigated for Interior General Purpose 6A. Mastic and Intumescent Coatings* - As an alternate to Item 6. For use with normal weight concrete. Min. size W8x28 oeams shah oe primed with a phenolic modified alkyd primer at a thickness of 1 mil. Coating spray or brush applied in 4,1: w clrdanc( vAil'I' l- th(,, rnacii-uf c.p-i;; :7 instructions at the min dry thickness as shown in the table below, The thickness, shown C, _ .11 . I I - below includesthe. 1 mil of orimer- The top surface of the top flange where fluted units are used must be protected with the coating materialat the,same min dry thickness at a min distance, of 1 in. (25 mm) inward from the flagMes of the beam..; Mineral wool insulation optional above....top surface of the be irn. Unrestrained Dry Mlill-filmum Dry Steel Floor Beam Asselm bi y T.Acknc-:ros m2lls Thicknessmm Units Rating Hr Rating Hr 1 Ern. Learn 092 Fluted or Cellular1-1/2 2 INTUMESCENT COAT SEPT PG 3 24 1" = 30A" Reviewed for Code Compliance Universal Engineerin 91 Sciences E wri ht qarrearcki ecl 11C 154 Krog Street, # 125 Atlanta, GA 30307 404-218-8460 of F 1: 0.s A37, IrA C3 T GC.), 54 Q3o)2SrFREDZ. G/ LALEA U Z 0LL1 C1% q- A Sit LJ ZLLJ oLA 0 LL A E U 0 < J co co CD Z LLJ Z C) Ln LLJ PDAThis drawing IS the property of WRIGHT GARDNER ARCHITECT, LI.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. C201 8 WRIGHT GARDNER ARCHITECT, LI. C. revisions No. Description Date sheet title: STEEL STRUCTURE FIRE PROTECTION project number: 19- 049 drawing date: 04.05.2021 scale as noted sheet number: AO= 12 El NOT ISSUED FOR CONSTRUCTION E ISSUED FOR CONSTRUCTION ALBI MFGr DIV OF STANCHEM INC — Type Albi Clad TF+. lnvbstiqated for Interior General Purpose 7, ShearCbmnector Studs —Optiohall—Studs,,3/4 in. diem by 3, in. long, for 1-1/2 in. deep- form units to 5-1/4 in,.,:dee,p,form units, headed type or equivalent per AISC specifications. Welded to the top flange of the beam thi form units., ttricall llnserts— (Not Shown);— Classified as "Outlet Boxes and Fittings Classified for Fire Resistance* A Vermiculi 2 in. as mee 077),cate( at mcreie, - Blend 6 to a cu,ft of Vermiculite Aggregate"' to 94 lb Portland cement and air entrainin dtothe top surface :of the structural concrete orfoamedplastic (Item 12)when it is used. See,Vi for names of Classified companies. AIERI[X INDUSTRIES — Cast dry: density of,37 (+ or +10 pcf. gh the steel i,lite Aggregate CELICORf INC — Type Celcore,:with cast.dry density of 31 (+ or - 3,10) picf,orTyperClelcore MF with castdIry density of 9 (+ or - 3,0) pcf. MILL CORP QFAMERKA—Type 11, with a cast dry -density of 39(-,i- or-3.0) pcf. S I PLAST INC — M ij('# 1 Cast dry density 1 yof32 (+ or +3 pcf, SIPLASTJNC — Mix# 2, Cast dry density of 36 (+ or 3 pcf. as determined in accordance with ASTM C49 AERIX INQUSTPJFS — Mix #3- tl,dry dol,riaity4f (efrolr_)3_.t ; ctions. Cast, dry density of 33 (+,or-) 3'pcf and 28 day compressive strength of min250 psi tic,(Ilt See Perlite Aggregate (CFFX) in Fire, Resistance Directory for names of Classified companies. 12. Foamed Plastic* — (Optional - Not shown) — For use only with vermiculite (Item 11 A) or cellular (Item 1113) concretes Rigid polystyrene foamed plastic insulation having slots and/or holes sandwiched between vermiculite or cellular concrete slurry which is applied to the normal or lightweightconcrete conc itesurfaceand vermiculite or cellular concrete tapping (Item 1 1A or 11 B). See Foamed Plastic* (BRYX) category in Building Materials Directory or Foamed Plastic"" (CCV1M Category in Fire Resistance Directory for list of Classified companies. 12A Foamed Plastic* — (Not Shown) — For use only with cellular or perlite concrete. Nominal 24 by 418 in, polystyrene foamed plastic insulation boards having a density of 1.0 (+ or - 6.1) pcf, encapsulated within,concrete topping. Each insulation board shall contain six nominal -3 in. diameter holes oriented in two rows of three holes each with the holes spaced 12,in. ,OC transversely and 16 in. OC longitudinally. See Foamed Plastics"' (BRYX) category in Building Materials Directory or Foamed Plastlic* (CCYAN), category inFire Resistance Directory for list of Classified 'companies, 13. Roof Covering Materials* — -(Optional, not shown) — Consisting of materials compatible with insulations described herein which provide Class A, B or C coverings. See Built -Up Roof Covering Materials in Building Materials Directory.. 14, Insulated Concrete — (Optional, not shown) — various types of insulated concrete prepared and applied in the thickness indicated. A. Perlite Concrete — Mix consists of 6.2 cu ft Perlite Aggregate* to 94 lbs of Portland cement and 1-1/2 pt air entraining agent. Compressive,strength 80 psi min. See PerliferAggregate ( CFFX) category for names of Classified companies. Indicates such products shall bear the UL -or cUL Certification Mark for If.- jurisdictionsemploying the UL or CUB. Certification ksuch as Canada), respectively. Last Updated on 21019-10-',07 The appearance of a company's name or product in this database does not initself ossurethatproducts so identified have been manufactured under UL's Fallow Up Service. only those products bearing the ULMark. should be considered to be Certified and covered under UL's Follow-up Service. Always look 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 Information, Assemblies, Constructions, Designs Systems, and/or Certifications (files) must, be presented in their entirety and in a non-mis-leading m'wanner, without any manipulation ofthedata (or drawings). 2. The, statement "Reprinted from the Online Certifications Directory ith,permission from UL" must appear adjacent to the extracted material. In addition, the, reprinted material must include a copyright notice in the followin 9 format: "K) 2020UL, LLCrt Learn More INTUMESCENT_ COAT SEPT PG 516 30'-0" Reviewed for Code Compliance UniversalEngineenn Sciences wri ht alar, e arcm ecl 11C 154 Krog Street, # 12 5 Atlanta, GA 30307 404- 218-8460 IT G G> 7. 054 beD 4 RED LA W U z W LU ON 71) LU LLJ U o 0 J5- V) L) 0V) LLJ co J c:) C) L/) Z z LLJ WU 0 This drawing is the property of WRIGHT GARDNER ARCHITECT, LI-C., a 11 not to be reproduced or copied in whole or in part. It is only to be used for the pro) ed and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. CWI 8 WRIGHT GARDNER ARCHITECT, LIHC. revisions No. Description Date sheet title: STEEL STRUCTURE FIRE PROTECTION project number: 19- 049 drawing date: 04.05. 2021 scale as noted sheet number: AO =13 El NOT ISSUED FOR CONSTRUCTION M ISSUED FOR CONSTRUCTION UL ProdCt IQ' BXUVG575 - Fre-resistance Ratings - ANSI/UL 263 2 Des ign/ Systern,/La nstal',-fbn/As sprnb ly Us8ge Dsda'rrer. Authorities Having Jurisdiction should be consulted in all cases as to the particular requirement5lcovering 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 forcompliance 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, BXUV - Fire Resistance Ratings - ANSI/UL 2,63 Certified for United States BXUV7 Fire Resistance Ratings - CAN/ULC-.$101 Certified for Canada 0 wri ht qar, ecl am11C 154 Krog Street, 1#125 Atlanta, GA 30307 404- 218-8460 X y 10[54 d"Ic 4 RED PRG 1 ... ---_ _- _ 1--__. Design Criteria and Allowable Variances LA LLI Design No. G575 T ni- . l Apri! 24 2020 LLI Ln o 0I, 24! -v- Unrestrained Assembly Rating — 2 Fir rn 7 ., This design was evaluated using a load desk 7 LJJ Z 0 designmethodotherthantheLimitStatesDesignMethod (eg., Working < E LU 0 StressDesignMethod). For jurisdictions employing the Limit States Design Method, such as Canada, a load U _J restriction factor shall be used ® See Guide BXUV or _Off UV 0 U_ J 3 U Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing tine.J 0 UL or cUL Ln W coCertification ( such as Canada), respectively. m 0 Z e- UJ C) Ln Z UJ LLI U 0 1, Flooring System - Building Units* — Nom 3/4 in. thick. Long dimension of panels to be pe rpendicular to joists Wth end joints staggered a rain of 4 ft and centere d.over the joists. Pane [s secured to steel joist- with 1-1/4 in. long 5elf-drillinq, self -counters inking, bugle head steel sct evv., spaced a rnax of 12 in, OC in the field with a screw located 1/2 in. from each edge, and 8 in. 0C along the end joints and around the perimeter with -a -crew located 1,Q in, from each joint and the side edges of the panel, DRAGON130ARD USA LL C —DrdgonBoard Flooring Options with Item 1: I a. Steel Deck —As an option below Item 1. tiein3,16 in. deep; 22 MSG gale corrugated fluted steel deck, Civerlapp ed one corrugation at each side and attached to each joist with 314 in. long #10-16 TEK screurys, 10 in OC max. 1 b. Floor Mat Materials* — (Optiona ( — Floor mat material nom 5/64 in. (2 mm.) thick. adhered to Ite m 1 with Floor Primer, HACKER INDUSTRIES INC —Type Hacker Sound -Mat 2. Structural Steel Members 'Die proprietan/joists are channel -shaped, min 10 in. deep. Joist are fabricated from min No. 16 MSG galv steel. Joists spaced rnax 24 in. 0C.Atjoist rim splices bearing on supports.. joists rims are connected using an overlapping section of a 12 in. long splice plate (a joist piece), with four 3)4 in. long No. 10 self -drilling steel TEK sctevv.-- to each ritri piece. SUPER STUD BUILDING PRODUCTS — Type 1 OSSJ1 6 Alternates to Item 2: 2a. Structural Steel Members — Joists — C--, hap ed, galvanized steel section, min 10 in. deep with min 1 -5R in, flanges and min 112 in, returns, J oi5ts fabricated from min 16 MSG 9 a1v steel vvith Yield Strength of 50,000 psi, Joists spaced max 24 in. OC with ce rite rjoists located 12 in, OC on either side of centerline, . 2b. Structural Steel Members — Cold -formed, Min 16 MSG galvanized steel truss chord and web sections arianufactured from stee I conforming to AS -Rd A653 Grade 33 or higher yield strength Steel thickness of truss chord and vo: b sections as t equired by design to meet governing code requirements. Truss members connected together vuith No. 10-16 (min size) self -drilling screws or equivalent, Truss i-hord and web members to be designed in accordance with the American Iron and Steel Institute's Specification for the Design of Cold -Formed Steel Structural Members, 1996 Edition, Trusses spaced a max of 24 in, 0(-. Where the truss intersects with the interio r face of the exte rior walls, the min truss depth shall be 12 in, stamp: A y or rj v This drawing is the property of WRIGHT GARDNER ARCHMECT, 11C., It is not to be nolinodwed or copied in whole or in Ran. It is only tobe used for the Roped and site specifiGallyIdentifiedherein and is not to be used Or any Ours, project. It is to ba, returned upon request. 8 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date sheet title: ROOFEtFLOOR SYS ABOVE 2c, Structural Steel Members' —Pre-fabricated steel trus s system clmi,stinq of chord and we b sections fabricatedfrorn Min, 16 IM. SG cold-fornried, galvanized GARAGE FIRE- P steel, Min. depth 12 in, Trusse s spaced a max of 24 in. OCa project number: 19-049 KEYMARK ENTERPRISES L L C — KeyTrus s system drawing date: 04.05.2021 scale as noted sheet number: 2d, Structural Steel Members`— Prc-fa bricate d light gauge steel truss system consisting of cold -formed, gale steel chord and we b sections. Mininnum truss depth 12, Min 16 MSG. Trusses spaced a maximum of 24 in. OC. AEG IS METAL FRAMING D IV 0 IF M11rEK — Ultra- Spa n, Pre -fabric ate d L I gh t G a Uge Ste el Trus 5 System Reviewed for Code AO= 14 Comphance Universal Engineering 93 SciencesL1NOT ISSUED FOR CONSTRUCTION E ISSUED FOR CONSTRUCTION TROSSTEEL, DIV OF ITW BUILDING COMPONENTS INC — TrusSteel 2e, Structural Steel Members* — Pre fabricated ligfit.gaughe 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 COLOW GROUP INC —Type FRAMECAD 3. Joist Bridging - (NotShown)— Installed at the center of the joist span immediately afterjoists are erected and before construction loads are applied. The bridging consists of No, 18 MSG galvsteel 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 CIC. 3A, Joist Bridging —Asa n alternate to Item 3 -Installed at the center of the joist span immediately afterjoists are erected and before construction loads are applied. The bridging consists of Na. 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 steeljdists with 3/4 in, long No, 10 self-drillIng steel TEK screws, Generic bridging consists, of No. 18 MSG galv steel with 1 1/4" flanges having the same clepth• as the joists, attached to the top and.bottomjoist 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,in., No 16 9b clips Used to fasten joists Itojoist rim track. 4 in. side of clip placed against inside web ofjoists and 2 in. side placed against joist rim track, Each side secured with three #10-31/4 in. TEK screws. Nominal 1-112 x 4 x 8 in,, No. 16 ga clips used to fasten joist bridging with clip located on the web/flange side of thejoist Clip fastened with two #10-3/4 in. TEK screws per leg per clip. Nominal'1 - IY2 x 1-1/2 x 8 in, No 16 ga clips used to fasten joist bridging with clip located on the web/non-flange side of the joist. Clip fastened with two #10-3/4 in, TEK screws per leg per clip, 5. Batts and Alanlis* — 34/2,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 0 wri ht arh le'ec l 11C 154 Krog Street, # 125 Atlanta, GA 30307 404-218-8460 be used. See Batts and Blankets (BKNV) Category in,the Building Materials Directory for names of manufacturers LA LLJ 6. Resilient Channels— Formed of No. 25 MSG galv steel, 1/2 in, deep, spaced max 12 in. CICI perpendicular tojoists. Channel splices located beneath joists and Z 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 LLI board end joint. Additional channels shall extend min 6 in. beyond each side edge of board, Ln Al F; Steel Framing;Members* — ( Optional, Not Shown) — As an alternate to Resilient Channels, Item 6, furring channels and Steel Framing Members as described below. UJ to Z 0 E a. Furring channells— Formed of No. 25 MSG galv steel. , 2-9/116 in. or 2-23/32 in. wide by 7/8 in. deep, spaced 12 in. OC, perpendicular tojoists, Channels secured Z u 0 tojoists as described in Item b, Ends of adjoining channels overlapped 6 inand tied together with double strand of No. 18 SWIG galv steel wire near each end of 0 overlap,, N U C) UJ co b, Steel FramingMember$*— Used to attach furring channels (Item a) to thesteeljoists (Item 2). Clips spaced a max of 48 in. CDC. RSIC-1 and RSIC-1 (2-75) clips C, co secured to alternating joists with No, 8 x2-1/2 in. coarse drywall screw through the center grommet. Furring channels are friction fitted into clips. RSIC-1 clips for' I=) V) Z use with 2-9/ 16 in. wide furring channels'. RISIC-1 (2,75) clips for use with 2-23/32 in. wide furring channels. Adjoining channels are overlapped as described in Item a. Z LU As an alternate, ends of adjoining charInels; may be overlapped 6 in. and secured together with two self -tapping No. 6 framing screws, min. 7/16 in. long at the LLJ 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. 0 PAC INTERNATIONAL L L C — Types RSIC-1 or RSIC-1 (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 infrom and on each side of the gypsum panel, in both the field and the perimeter, and 1-112 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 bugleheadscrews 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. Buttjointsof face layer panels secured to base layer with 1-1/2 in, long Type (5 screws spaced 8 in. OC and 1-1/2 in. from side edges of the panels, with buttjoints located between resilient channels, Buttjoints of face panels staggered a, minimum of 12 in, from buttjoints of base layer, When Steel Framing Members (Item 6A) are used, the buttjoints in the gypsum board layers shall be supported by two furring. channels. The two furring channels shall be spaced approximately 8-1/2 in. OC, and be attached to underside of thejoist 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 tojoints and screw heads. Nom 2 inwide paper tape embedded in first layer of compound over all joints. As an, altbrnate, nom 3/32 in., thick veneer plaster may be applied to the entire surface of gypsum board. Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Theappearanceof acompanys name,or product in this database does not initself assure that bearing the UL Mark should be considered to be Certified and covered under UL's Follow Up S UL permits the reproduction of the material contained in the Online Certification Directory subj Systems, and/or Certifications (files) must be presented in their entirety arid in a non -misleads n Online Certifications,Directory with permission from UL` must appear adjacent to the, extracted 02021 UL LLC" Last Up -dated on 2020- 04-24 products so identified have been manufactured under UL' s Follow -Up Service. Only those products ervice. Always look for the Mark on the product. ect to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, g manner, without any manipulation of the data ( or drawings). 2. The statement "Reprinted from the material. In addition, the reprinted material must include a copyright notice in the following format: Reviewed for Code Compliance Universal Engineering 91 Sciences This drawing is the property ofWRIGHTGARDNER 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. 02016 WRIGHT GARDNER ARCHITECT, ELC. revisions No. Description Date sheet title: ROOFEtFLOOR SYS ABOVE GARAGE FIRE-P project number: 19- 049 drawing date: 04,05. 2021 scale as noted sheet number: AO-15 El NOT ISSUED FOR CONSTRUCTION 0 ISSUED FOR COI`IqTRUCTION s a. riAlrA IA AVENUE Aron Science and Technology 2 10d fOUKDEDOEVA, 60134 € $ IS12 R Ai T9AgW`' R gAVENUxyE ,ii kD Seik 4k i a 70 Sound trausetsi loss values are tabulated at the 6ghteen standard frequencies, A grai 1xttttik k£ d dgtiocki information, appear the flcaiTkS Pages- p its of t1TL test dIata is 't . the lemits so by this ASTM, Standard f12. Lk D FF50, 1 T Q49 Soo 4 1 5 1 0,73 5 1000 -9 0,22 M, 4 -LL ;; . 160 25 034 4 1250 53 0,17 * 20 27 033 5 1600 53 0,17Ali 50 10 Oo 2000 50 0,16 430 315 34 0,50 4 2500 45 0.110 p 4GO 37 03i7 4 3150 54 0,16 500 41 0,21 1 4000 58 OA5 , 630 44 0,24 5000 6D 0,15 4 3 1 TC k. ABBnVIATIONVINDEX T. L. -1RAN&MB91ONLOSSxdB 0 Cot L, UNCERTAINTY I , FOR A95"i'oO IC1~ E 1 DE —. a — OUI IENa , dB<STC CONTOUR.(SUM OF BEEF 25) SIX = SOUND TKANSWSMONCLASS FREQUEN STC can Victor David 1w, y Sr Sri 1t13ii3t ,tcak f raManagery yy yy y yy per. x y # miom : It KILN $-OM T,AN MASS tw THE MOVEA . L'Y ORIL"£'I6Y A0OREQ11'EORY, tdi41F'C6kk'E, ria 90 AFOAABACCREDITATION PROGRAM FDADTke-LASIOnATOPen' S ACCAEUrTATION OR ANY 0117 ITSTEST REPORTS iN NO WA* CONSTtTUTES ACCREDITED By DEPARTAMIMTOIR DO N 1WSELEC ADD0 D S', C ATlON4 # P AL, OR KN Y T. k t , N S t THE t&&R q.y gg@ aaAppyT O'S AyRTqDkpyykAA1`++IyypAbyyl}'{OR { IATOAY 4Y CONSTIVILITIES, IT - THERM_ ASTEEL WALL STC 1" = 1'-0" wnuht aar,niT eHic 154 KrogStreet, #125 Atlanta, CA 30307 404- 218-8460 pF F_lAR OGN A hiIf 10 - 40 ,' V C STERED- LA W Z W Lr, 0 a W li w o o_ J z N Q U o w Lr) m J V o Czwz Z w W OThis drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., is notto 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 CZD18 WRIGHT GARDNER ARCHITECT, LLC revisions No. Description Date sheet title: STC WALL TEST project number: 19- 049 drawing date: 04.05.2021 scale as noted sheet number Reviewed for Code AO= 18 Compliance Universal Engineering NOT ISSUED FOR CONSTRUCTION Sciences ISSUED FOR CONSTRUCTION 1 A1- 52 3 A1-32 A 1 I, 1 j 1 t 1 51) \W1-501 k Al-50) `l-51 IIIIIII Al-52 'A1-52 1 3 • i-33 Al -32 7/ A11-53 Al 3 1 1 11 Al-51 \50 r`50/ 1 Al-30 5 BUILDING 2 ROOF Al 10 1 /8" = T-0" Al 55 11-50 Al-5/ Al-51 Al-30/ BUILDING 2 THIRD FLOOR 1 /8" = 1'-0" A 51 1 SOj A1150%i \A11-51 A1- BUILDING 2 SECOND FLOOR 1 /8" = 1'-0" 2 BUILDING 2 FIRST FLOOR A1-10 1/8" = 1'-0" For Code ante tgineenng ces wift 0 ht Rarh e 154 Krog Street, #125 Atlanta, CA 30307 404- 218-8460 0, O m prr y 10054 a ; U Z' STEREO PR tA W U Z W r, Lnv V ! C% 4 Q M W Q Z Q 06 U O N O v_ c% i O Q Jwmto co O Z woz Z W This drawing a the property of WRIGHT GARDNER ARCHITECT, LLC., fi is not to be reproduced or copied in whole or in part. It is only to be used far the stated and site specifically Identified herein and is not to He used on any other project It is to be returned upon request. MIR WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date sheet title: BUILDING 2 DUPLEX TYPE 2 FLOOR PLANS project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: A1= 10 NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION ROOF N.A.V.D- - ---- v THIRD FLOOR N.A.V.D - -- 0 0 SECOND FLOOR N.A.V.D- fV MAIN FLOOR N.A.V.D- - - 0 ROUND FLOOR N.A.V. 1 /81' = 1'-0" ELEVATION TOP OF THE ROOF (L TOP OF THE ROOF I UNIT 4 1 /8" = l'-0" UNIT 3 ELEVATION UNIT 3 DUPLEX FRC 1 /8" = V-0" 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 NOTE: SEE ENLARGED ELEVATIONS Al -30 TO Al -32 FOR MATERIAL DESIGNATIONS, VERTICAL LEVELS AND DESIGN FLOOD ELEVATION IN N.A.V.D I* WINDOW/DOOR TAGS. ELEVATION THRESHOLD BUILDING STATEMENT: THAT, TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUDDING CODES AND THE APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH THIS SECTION AND CHAPTER 633, FLORIDA STATUTES. 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. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE GREAT ROOM 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 @ 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 @ 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 @ 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 @ 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 INISHISOFFIT 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 & 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 BASEBOARD. MASTER BEDROOM METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY @ THE UNDERSIDE 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 @ THE UNDERSIDE BASEBOARD. MEGABOARD SHEATHING. OF METAL JOISTS. PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE FAMILY ROOM CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT SHEATHING FASTENED DIRECTLY C THE UNDERSIDE BASEBOARD. METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING OF METAL JOISTS. MEGABOARD SHEATHING. GYPBOARD SHEATHING WALL PANEL OR KITCHEN ISL POLYURETHANE BASEBOARD -- METAL JOISTS HANGER WIRES CLIPPED OR TIED TO STEEL JOISTS METAL FURRING CHANELS ND COAT OVER zz ING BED GYPBOARD H SHEATHING - g WALL PANELL-REINFORCEMENT OR KITCHEN ISLAD— o > iI POLYURETHANE a BASEBOARD W/ i • s— -- WIRE SPACE - CLEAVE MEMBRANE OR MOISTURE BARRIER LAID CLEAVE MEMBRANE OR OVER MEGABOARD FLOOR MOISTURE BARRIER LAID SHEATHING OVER MEGABOARD FLOOR SHEATHING SMOOTH FLAT PLASTER ON GYPBOARD SHEETH @ 9'-0" A.F.F ATTACHED TO / METAL FURRING CHANELS - - POWDER & GUEST BA 11/2"=1 0 - z O i0 g o z w o> A METAL CHANELS METAL JOISTS / CONCRETE SLAB — SMOOTH FLAT PLASTER ON GYPBOARD SHEATHING INSTALLED C UNDERSIDE OF METAL JOISTS FLOOR JOINT / 1 1 /2" = V-0" TH CEILING/FLOORING I/O (2) 8X16 °_ ACKED FLOOD CONCRETE COLUMN, SEESTRUCTURAL 1TM EMMMMMMEWOWMNMPME 10% a; 4 53/4" G u M r o7l 18' 8" RAGE 5/8" TYPE X GYPSUM BOARD ON GARAGE CEILING BELOW LIVING SPACE. 27'-0" 22'-61/4" re 1_8' --- 8" GARAGE INSTALL 5/8" TYPE X GYPSUM BOARD ON GARAGE CEILING BELOW LIVING SPACE. 21'-31/2" 16x16 FLOOD r G VENT k€ 8' 44" w rn N CONCRETE COLUMN, SEESTRUCTURAL O0 5- 8 1 /2" O0 "' ELEVATOR 00 21'- 71/4" 5'-43/4' at.. GARAGE DOOR W/ SIX (6) 's — — — — — — — GARAGE DOOR W/ SIX (6) _ _ N 8" x16" FLOOD VENTS r 8"x16" FLOOD VENTS INTEGRATED, SEE ELEVATIONSa I INTEGRATED, SEE ELEVATIONS 11, 1 3/8 5' 49/16" o 0 JG, r W a FIRST FLOOR ABOVE uti NCRETE COLUMN, a coa SEE STRUCTURAL HT5 3iC Y _ tra I ' 5 UPS - TYPYCAL CEILINGLl HIGHER THAN 12'"ABOVE HIGHER LEVEL s® SMOKE DETECTOR OF THE ENCLOSED AREA FIRE RATED DUCT ENCLOSURE FLOOD VENT MUST MAINTAIN FLORIDA BUILDING 5 1 /2" THERMASTEEL WALL PANEL CODE PRODUCT APPROVAL AND BE INGENEERD TO COVER A MINIMUM OF 200 SQ FT PER 8"X16" VENT. ` 5 1 /2" METAL STUD FRAMING WALL cn D N GARAGE FLOOR PLAN Al 20 1 /4" = V-0" THRESHOLD BUILDING STATEMENT:9 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 BIJILDING CODES AND THE 07 APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH THIS SECTION AND CHAPTER 633, FLORIDA STATUTES. wn ht ar, e i rciec 11C 154 Krog Street, #125 Atlanta, GA 30307 404- 218-8460 OF FLp 01 .• 1/6 A?*' UGH Gq9 4j,' Sam 1754CJ c/ STFRED P`RG LA WI U Z: WI Ln I v a WI r zo w W OO ui j U O w Dt" m o w o TZ w LLI l. 0 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 sheet title: BUILDING 2 DUPLEX TYPE 2 FLOOR PLANS project number: 19-049 drawing date: 04.05.2021 scale as noted Reviewed for Code Compliance sheet number: Universal EngineeringSciencesAl= 20 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 @ 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 Ft 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 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 @ 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 @ 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 @ THE UNDERSIDE BASEBOARD. MEGABOARD SHEATHING. OF METAL JOISTS. GYPBOARD SHEATHING BOND COAT OVER z0 MORTAIR SETTING BED o 00 H REINFORCEMENTg WALL PANEL o z METAL LATH OR KITCHEN ISLAD o > GROUT JOINT POLYURETHANE Q 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 POWDER Et GUEST BATH CEILING/ 1 1 /2" = V-0" GYPBOARD SHEATHING - WALL PANEL OR KITCHEN POLYURETHANE BASEBOARD W/ WIRE SPACE - CLEAVE MEMBRANE OR MOISTURE BARRIER LAID OVER MEGABOARD FLOOR SHEATHING - METAL JOIST CONCRETES tom a SMOOTH FLAT PLASTER ON GYPBOARD SHEATHING INSTALLED @ UNDERSIDE OF METAL JOISTS FL007 FLOOR JOINT / 1 1 /2" = 1'-0" FLOOR PLAN NOTES 1- WHERE DIMENSION IS NOT PROVIDED ASSUME BOND COAT OVER DOORS ARE CENTERED ON CLEAR SPACE. MORTAIR SETTING BED ALL DIMENSIONS TO FACE OF STUD U.N.O REINFORCEMENT METAL LATH 3 ALL WINDOW Et DOOR GLAZING TO BE TEMPERED. GROUT JOINT 4- INSTALL 5/8" TYPE X GYPSUM BOARD ON GARAGE CERAMIC TILE CEILING BELOW LIVING SPACE. 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 4,, e 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 FLOOR PLAN LEGED 3 1 /2" THERMASTEEL WALL PANEL c® 3 1 /2" THERMASTEEL WALL PANEL s® FIRE RATED DUCT ENCLOSURE TYPYCAL CE I LI N `.CODE OOD VENT MUST MAINTAIN APPROVAL AND FLORIDA BUILDING TO 5 1 /2" THERMASTEEL WALL PANEL COVER A MINIMUM OF 200 SQ FT PER 8"X16" VENT. 5 1 /2" METAL STUD FRAMING WALL w CD n v w ri- DUPLEXMAIN FLOOR PLAN 1q1 21/i 1 /4" = V-0" - Reviewed for Code Compliance CARBON MONOXIDE DETECTOR Universal Engineering THRESHOLD BUILDING STATEMENT: M sciences SMOKE DETECTOR W-01 WINDOW TAG THAT, TO TFIE 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. wrl ht arhi ecl 154 Krog Street, #125 Atlanta, CA 30307 404-218-8460 yP,'G GqR 9 r 10054 " CJ C/STEREO PR'` - Ln W V Z W v Q W j zo Qc) Z o0Lit- Q J oa J wm m ozwOEn Z zw stamp: oil t lit J 2£3 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, I.I.C. revisions No. Description Date sheet title: BUILDING 2 DUPLEX TYPE 2 FLOOR PLANS project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: Al=21 NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION L 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 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 8t 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 @ 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 8t 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 @ 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 8t 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 WALL PANEL o Z METAL LATH OR KITCHEN ISLAD - - o GROUT JOINT POLYURETHANE a CERAMIC TILE BASEBOARD GYPBOARD o T=:;T;= r SHEATHING00 H WALL PANEL g OR KITCHEN ISLAD - zw CLEAVE MEMBRANE OR POLYURETHANE o METAL JOISTS-- MOISTURE BARRIER LAID BASEBOARD W/ a OVER MEGABOARD FLOOR WIRE SPACE SHEATHING CLEAVE MEMBRANE OR WIRESHANGERWI MOISTURE BARRIER LAID CLIPPED TIEDCLIPPED METAL CHANELS OVER MEGABOARD FLOOR TO STEEL JOISTS SHEATHING - METAL FURRING CHANELS METAL JOISTS SMOOTH FLAT PLASTER ON GYPBOARD CONCRETE SLAB - SHEETH @ 9'-0" A.F.F ATTACHED TO METAL FURRING CHANELS SMOOTH FLAT PLASTER ON GYPBOARD SHEATHING INSTALLED C UNDERSIDE OF METAL JOISTS POWDER Et GUEST BATHCEILING/FLOORING C) FLOOR JOINT / 1 1 /2" = V-0" 1 1 /2" = V-0" 8' 2 1 /4"- N- - N w W- 9 rn I I MASTER BATH N I w r rn I I IT 27'- 0" 18'- 93/4" W 14 42" GUARD RAIL 00 MASTER O0 BEDROOM N N 00 WALK IN _ s® CLOSET CLOSET M 4 LL zit N ; 7 ELEVATOR O Al-40 N N - D rn SEE PLUMBING 7 C) CLOSET, s® LAUNDRY 00 n 00 I EGRESS PANEL EGRESS PANEL 27'- 0" 18' - 6 1 /4" GUARD RAIL F__ A C N BEDROOM n N CLOSETs® \ A E : o E 1 4 41 w O ON 7\ t7 I O D® 411 A Ln BEDROOM 1 BEDROOM 2 JACK Et o^ JILL w k 41, EGRESS N /EGRESS PANEL' 1 PANEL his r 1 8'- 53/ 4" 3 N W w o W 9 rn MASTER BATH Iv E cn w I E 00 WALK IN CLOSET n' arf V X, N 7 00 00 N \ ELEVATOR 4' / 16" 6' - 1 5 / 1 " 11' 3 5 / 8" 5' 7' "' rn rn n? A1-41 ,- DSD O 7m LAUNDRY a CLOSETLn DN 00 IT 7- 0 1 /2" T 7/8" 6' - 0", 4' 9 5/ 6' 1 00 0 n V o J, j I I BEDROOM 1 BEDROOM 2 JACK Et JILL o u7 EGRESS o Lin EGRESS w PANEL N PANEL 42" GUARD RAIL- 5C7 11 FLOOR PLAN NOTES 10' - 7 1/8" 6' 0"_ 10' - 4 7/8" 1- WHERE DIMENSION IS NOT PROVIDED ASSUME BOND COAT OVER DOORS ARE CENTERED ON CLEAR SPACE. 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 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. FLOOR PLAN LEGED OPENINGS SHALL BE LOCATED ON AT LEAST 2 DIFERENT WALLS. fill, 3 1 /2" THERMASTEEL WALL PANEL CARBON MONOXIDE DETECTOR THE BOTTOM OF EACH OPENING SHALL NOT BE LOCATED HIGHER THAN 12" ABOVE HIGHER LEVEL 3 1 THERMASTEEL WALL PANEL so SMOKE DETECTOR OF THE ENCLOSED AREA FIREE RATED DUCT ENCLOSURE FLOOD VENT MUST MAINTAIN FLORIDA BUILDING 5 1 /2" THERMASTEEL WALL PANEL TYPYCAL CEILING CODE PRODUCT APPROVAL AND BE INGENEERD TO 5 1 / 2" METAL STUD FRAMING WALL COVER AMINIMUMOF200SQFTPER8"X16" VENT. 42" GUARD RAIL W 11 Al 6 10' - 1 3/8" 6' - 0" i, 10' 10 5/8" SECOND FLOOR PLAN Al 22 1 /4" = V-0" Wri ht ark, e rchi ec 11C 154 Krog Street, #125 Atlanta, GA 30307 404-218- 8460 Of FLOR7 9 Z' UGHAcoC7STEaFn PSG a I W Ln N I W M a zo W Z LLJo N Q O 2 N J za Ow Jco m w Z oZ w P u4 u stamp: r oftG cn ffThis drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., & Is not to be reproduced or copied fn 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. 02013 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date sheet title: BUILDING 2 DUPLEX TYPE 2 FLOOR PLANS project number: 19-049 Reviewed for Code drawing date: 04.05.2021 Compliance scale as noted THRESHOLD BUILDING STATEMENT: univers93 Saclences nng - sheet number: W 01 WINDOW TAG THAT, TO THE_ BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH DOOR TAG THE APPLICABLE MINIMUM BUILDING CODES AND THE Al =22 01 APPLICABLEFIRE -SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH THIS SECTION NOT ISSUED FOR CONSTRUCTION AND CHAPTER, 633, FLORIDA STATUTES. 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 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 @ THE BASEBOARD ARROUND KITCHEN MEGABOARD SHEATHING. UNDERSIDE OF METAL JOISTS. ISLAND. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE GREAT ROOM 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. 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 @ V-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 8t PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY @ 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 8t 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 8t 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. OF METAL JOISTS. MEGABOARD SHEATHING. BOND COAT OVER GYPBOARD z: MORTAIR SETTING BED SHEATHING ib g REINFORCEMENT WALL PANEL— METAL LATH GYPBOARD z0ORKITCHENISLADw b > GROUT JOINT SHEATHING - POLYURETHANE Q CERAMIC TILE WALL PANEL oo g BASEBOARD OR KITCHEN ISLAD Z POLYURETHANE BASEBOARD Wit Q WIRE SPACE CLEAVE MEMBRANE OR METAL JOISTS ----- MOISTURE BARRIER LAID CLEAVE MEMBRANE OR OVER MEGABOARD FLOOR MOISTURE BARRIER LAID SHEATHING OVER MEGABOARD FLOOR SHEATHING - HANGER WIRES CLIPPED OR TIED TO STEEL JOISTS METAL CHANELS METAL FURRING CHANELS - SMOOTH FLAT PLASTER ON GYPBOARD SHEETH @ 9'-0" A.F.F ATTACHED TO METAL JOISTS -- CONCRETE SLAB -- SMOOTH FLAT PLASTER ON GYPBOARD SHEATHING INSTALLED @ UNDERSIDE OF METAL JOISTS - FLOOR PLAN NOTES 1- WHERE DIMENSION IS NOT PROVIDED ASSUME BOND COAT OVER DOORS ARE CENTERED ON CLEAR SPACE. MORTAIR SETTING BED 2- ALL DIMENSIONS TO FACE OF STUD U.N.O REINFORCEMENT METAL LATH 3- ALL WINDOW Et DOOR GLAZING TO BE TEMPERED. GROUT JOINT 4- INSTALL 5/8" TYPE X GYPSUM BOARD ON GARAGE CERAMIC TILE CEILING BELOW LIVING SPACE. 5-SEE TYPICAL ENLARGED PLANS FOR PLUMBING FIXTURES Et BATHROOM APPLIANCES INFORMATION. j! 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 FLOOR PLAN LEGED 3 1 /2" THERMASTEEL WALL PANEL c® 3 1 /2" THERMASTEEL WALL PANEL s® FIRE RATED DUCT ENCLOSURE METAL FURRING CHANELS — FLOOD VENT MUST MAINTAIN FLORIDA BUILDINGS 5 1 /2" THERMASTEEL WALL PANEL CODE PRODUCT APPROVAL AND BE INGENEERD TO 51/2"METAL STUDFRAMItaGWALLPOWDEREtGUESTBATHCEILING/ FLOORIN LOOR JOINT TYPYCAL CEILING COVER A MINIMUM OF 200 SQ FT PER 8"X1 6" VENT. 1 1 /2" = V-0" 1 1 /2" = 1' 0" ROO Al-23 1/4" 1 F TOP FLOOR PLAN M Reviewed for Code Compliance CARBON MONOXIDE DETECTOR Universal Engineering THRESHOLD BUILDING STATEMENT: sciences 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 AUTHORITY IN ACCORDANCE WITH THIS SECTION AND CHAPTER 633, FLORIDA STATUTES. wrl ht Rarh e 154 Krog Street, #125 Atlanta, CA 30307 404-218-8460 yP F C'H G 9 1q 4QQ c ; SrFRED PRG',y W U Z W LE, 0 V 1 N M W/ a w oU N 0 O W Q J x o a J wm m w oZ Z w stamp: n'1 f , C" 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 end is not to be used on any other project. It is to be returned upon request. ir WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date sheet title: BUILDING 2 DUPLEX TYPE 2 FLOOR PLANS project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: Al =23 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 POLYURETHANEDININGMETALLATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY @ 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. BATH TYP CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE METAL LATH, CLEAVE MEMBRANE 8t 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 5BALCONY/ CERAMIC TILE OVER MORTAIR BED, WALL SIDING NICHIHA OVER 5 1 /2" 1 /2" MEGABOARD BASE Et METAL JOISTS. CEILINGENTRYSTOOPMETALLATHEtCONCRETESLAB. 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 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 @ 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 8 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 8t PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE BASEBOARD. MEGABOARD SHEATHING. OF METAL JOISTS. BOND COAT OVER GYPBOARD z0 MORTAIR SETTING BED SHEATHING g REINFORCEMENT WALL PANEL o z METAL LATH OR KITCHEN ISLAD W GROUT JOINT POLYURETHANE a GYPBOARD z0 BASEBOARD - CERAMIC TILE SHEATHING - oo l- WALL PANEL OR KITCHEN ISLAD z o > POLYURETHANE CLEAVE MEMBRANE OR BASEBOARD W/ a MOISTURE BARRIER LAID WIRE SPACE METAL JOISTS OVER MEGABOARD FLOOR SHEATHING CLEAVE MEMBRANE OR MOISTURE BARRIER LAID HANGER WIRES OVER MEGABOARD FLOOR CLIPPED OR TIED SHEATHING METAL CHANELS TO STEEL JOISTS—1 METAL FURRING CHANELS SMOOTH FLAT PLASTER ON GYPBOARD SHEETH C 9'-0" A.F.F ATTACHED TO METAL FURRING CHANELS METAL JOISTS CONCRETE SLAB — SMOOTH FLAT PLASTER ON GYPBOARD SHEATHING INSTALLED C UNDERSIDE OF METAL JOISTS -- FLOOR PLAN NOTES I \f I I I I II I DASHED LINE INDICATES DRIP I I EDGE ON ROOF PERIMETER I I II I II I II I I I I II I II I II j SLOPE TO GUTTER I I I j SLOPE TO GUTTER I I DRAINDRAIN C 1 /8":12" I I II II DRAINDRAIN C 1 /8":12" I I I II I II I I I I I I I DECK TO DECK TPO CUT EDGE j I II SEALANT ALONG AREA I I I II SEPARATION FIRE WALL I I I II I I DASHED LINE INDICATES DRIP I II I II I II I II I II I I EDGE ON ROOF PERIMETER --I I I I I I II I II I II I II DOUNSPOUT DRAINAGE DISCHARGE I I I I I DOUNSPOUT DRAINAGE DISCHARGE I I II r COMPOSITE METAL PANEL OVER I I COMPOSITE METAL PANEL OVER MISCELLANEOUS RED STEEL FASCIA FRAME MISCELLANEOUS RED STEEL FASCIA FRAME 5" GALVANIZED GUTTER DRAIN I i ' - 5" GALVANIZED GUTTER DRAIN I 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 METAL LATH GROUT JOINT CERAMIC TILE 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 TPO MEMBRANE OVER DRAGONBOARD ROOF SHEATHING Et 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 FLOOD VENT MUST MAINTAIN FLORIDA BUILDING 5 1 /2" THERMASTEEL WALL PANEL POWDER Ft GUEST BATH CEILING/FLOORING FLOOR JOINT / TYPYCAL CEILIt°ERAM°NM APPROVAL AND R8X"6E EN° 5 1/2" METAL STUD FRAMING WALL 1 1 /2" = 1'-0" 1 1 /2" = 1'-0" 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 Al 1 /4" = V-0" FLOOR PLAN SEE REVISED DATA ON THESE PAGE. Reviewed for Code Compliance CARBON MONOXIDE DETECTOR Universal Engineenng THRESHOLD BUILDING STATEMENT: W sciences 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 MINMUM BUILDING CODES AND THE 01 APPLICABLE FIRE-SAirETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH THIS SECTION AND CHAPTER 633, f-LORIDA STATUTES. wrl ht Rarh e 154 Krog Street, #125 Atlanta, CIA 30307 404-218-8460 F FLO j AP • \GH G,q y Y 10 540 ;t b 9 yn 2, 4r;r Q. FRED W LLJ v N N QM W azo Z QLLJv Op N O Li - a J ow co w Z o tozw stamp: EO ,cr•y This drawing is the property of WRIGF r GARDNER ARCHITECT, LLC., fi is not to be reproduced or copied in mole or in part It is only to be used for the protect and site specifically Identified herein and is not to be used on any other protect. It is to be returned upon request. 02018 WRIGHT GARDNER ARCHITECT. ILC. revisions No. Description Date sheet title: BUILDING 2 DUPLEX TYPE 2 FLOOR PLANS project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: Al =24 NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION 1 /4 V-0" GARAGE FLOOR PLAN A\ 1-25 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 ATONE 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 O RECESSED LIGHT FIXTURE (DIMMABLE) C( 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 W', ? cvlewed'or Code ComplianceLiniversal Engineeringg Sciences IN wn ht aar, i ecl lic 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 OF fKsGN GA1Gq 9 m 10 5401 ram y Z>I-v C STEREO f'_ G's W V Z W 0LILJ ON a zo w OZ N — 0 U_ Q J 0< J = `n w r1 co V CIOo zwOIn Z zw Q W V 0 stamp: At, y ss a - r t 100540 E6 This drawing is the property of WRIGY GARDNER ARCHITECT, LLC., h is not to be reproduced or Copied In Whole or in pert. It is only to be used forthe pmjett and site specificallyistoe Identified hereon and Is not toc, used on any other project It Is T be returned upon request. 2010 WRIGHT GARONfR 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 ROOFTOP FLOOR PLAN A1-26 1 /4" = V-0" rf - , SECOND FLOOR PLAN A1-26 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 OO RECESSED LIGHT FIXTURE (DIMMABL.E) 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 IT WALL LIGHTS Reviewed for CodeERCompliance Universal Engineenng Sciences 0 wn ht Rarhr e 154 Krog Street, #125 Atlanta, CA 30307 404- 218-8460 y ? GHT Gq 9 rn 10054 Q20 G STF4ED A A W U Z W C, Q M a W zo a WO N 0 O LE Q J o a J W m m O z WZ O N ZWa W U 0 stamp: This drawing is the property of WRIGHT GARDNER ARCHITECT ITC., 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. G2018 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 = 26 NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION 27'-0" AMR UNIT 1 GROUND F.F.E 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 5'-0" NAVD f NOTES: 27' - 0" UNIT DUPLEX FRONT(NORTHELEVATION TYP 1 /4" = V-0" FLOOD ELEVATION 6.24 N.A.V.D Reviewed for Code 11Complence universal Engineering Sciences EXTERIOR FINISH SCHEDULE KEY NOTE MATERIAL MANUFACTURER COLOR UNDERLAYMENT COMPOSITE METAL PANEL ALUCOBOND WHITE MOISTURE BARRIER OVER EXTERIOR DENS GLASS WALL PANEL 2 FIBER CEMENT ARCHITECTURAL WALL PANEL NICHIHA MIRAIA MOISTURE BARRIER OVER EXTERIOR DENS GLAS WALL PANEL 3O FIBER CEMENT LAPSIDING WALL PANEL NICHIHA SPRUCE MOISTURE BARRIER OVER EXTERIOR DENS GLASS WALL PANEL O4 EXPOSED CONCRETE CAST ON SITE T.B.D N/A 05 FIBER CEMENT LAPSIDING WALL_ PANEL NICHIHA SPRUCE MOISTURE BARRIER OVER FIBER CEMENT SHEATHING, LIGHT GAUGE STUD FRAMING Lt 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 E=NGINEER'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 WALI PANEL WILL BE DETERMINED BY FIRE DISTANCE OF ADJACEN-1 BUILDINGS SHOWN IN CODE ANALYSIS PROVIDED ON AO-01 OF ARCHITECTURAL SET OF DRAWINGS. SEE STRI,ICTURAL 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 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 SCE FT PER 8"X16" VENT. 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 y4 Q- h l too G` t` ,CJ C STERES7 P G Et6 w Ln a° CN M LU Q w O O S u Z Q0won O.- wZ Or- EllZw stamp; 41 - *L91 P FONT G a. 45 . ° e'er i +1 ""` n vo a i. Ittit pl- This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC_ R is not to be Nephni or rolled to whole or to part. It is only to be used to' the protect end site speclrlTh ly itlentl Bed herein and Is not to be used on any other pmject- It is to be returned upon request, 2018 WRIGHT GARDNER ARCHITECT. LLC. revisions No. Description Date 2 Revision 2 11/16/21 sheet title: BUILDING ELEVATIONS project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: PArm NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION DUPLEX BACK (SOUTH 1 /4" = 1'-0" UNIT 1 GROUND F.F.E UNIT 2 GROUND F.F.E DESIGN FLOOD ELEVATION BASE FLOOD ELEVATION PER FEMA'S NFHL MAP 5.86 NAVD 5.86 NAVD DESIGN FLOOD ELEVATION = 6.24 NAVD ZONE "AE" ELEVATION 5'-0" NAVD NOTES: Reviewed for Code Compliance Universal Engineering93Sciences ELEVATION TYP EXTERIOR FINISH SCHEDULE KEY NOTE MATERIAL MANUFACTURER COLOR UNDERLAYMENT O COMPOSITE METAL PANEL ALUCOBOND WHITE MOISTURE BARRIER OVER EXTERIOR DENS GLASS WALL PANEL 2 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 04 EXPOSED CONCRETE CAST ON SITE I T.B.D N/A 55 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 BF FLOOD -DAMAGE -RESISTANT. INSTALI ATION 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 SB1-17 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. 154 Krog Street, #125 Atlanta, CIA 30307 404-218-8460 y p E DF F4 RIGH 9 2 * Zm' 10 ~S 100540 'z ' F'4BD ARCN( 2 = 0 QLnNLtJm o w oZ w stamp: FLO 4 1 rift f p, This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC, fi s 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 brunet, It is to be returned upon request. 1,2018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description 2 Revision 2 sheet title: Date 11/16/21 BUILDING2 DUPLEX TYPE 2 ELEVATIONS project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: A 4,0z 1 NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION d- a FLOOD ELEVATION 2:- 6.24 N.A.V.D UNIT 2 ROOF 48.19 N.A.V.D UNIT 1 ROOF 48.19 N.A.V.D THIRD FLOOR THIRD FLOOR 36.86 N.A.V.D 36.86 N.A.V.D 14.86 N.A.V.D GROUND NWii 5.86 N.A.V.D OND FLOOR 26.86 N.A.V.D IN FLOOR 14.86 N.A.V.D ROUND FLOOR 5.86 N.A.V.D 1 1 1-53 A1-52 11 UNIT 1 GROUND F.F.E 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-O" NAVD NOTES: W-7 W- 7 W- 7 W-9 W-7 ARCHITECTURAL N SAIL FENCE 52 D_ U _LEX SIDE (EAST/WEST) ELEVATION Al 1 /4" = 1' 0" Reviewed for Code Compliance Universal Engineering Sciences EXTERIOR FINISH SCHEDULE KEY NOTE MATERIAL MANUFACTURER COLOR UNDERLAYMENT 10 COMPOSITE METAL PANEL ALUCOBOND WHITE MOISTURE BARRIER OVER EXTERIOR DENS GLASS WALL PANEL 2O FIBER CEMENT ARCHITECTURAL WALL PANEL NICHIHA MIRAIA MOISTURE BARRIER OVER EXTERIOR DENS GLAS WALL PANEL 0) FIBER CEMENT LAPSIDING WALL PANEL NICHIHA SPRUCE MOISTURE BARRIER OVER EXTERIOR DENS GLASS WALL PANEL 4O EXPOSED CONCRETE CAST ON SITE T.B.D N/A O5 FIBER CEMENT LAPSMING WALL PANEL NICHIHA SPRUCE MOISTURE BARRIER OVER FIBER CEMENT SHEATHING, LIGHT GAUGE STUD FRAMING It 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 BE FLOOD -DAMAGE -RESISTANT. INSTALLATION OF EXTERIOR GEORGIA PACIFIC DENSGLASS PANEL OVER THERMASTFEL 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 SB1-17 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. 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 r\ Ln ma a M zo_ w vO 0Ln O Q N wm o p zLn w LLJ stamp:;• ; of Fto rn ora5 , C This drawing is the property of WRIGHT GARDNER ARCHITECT, LLL, h is not to be reproduced or copied In whole or In part, It is only to be used for the pre,ect and site specifically identified herein and is not to be used on any other project. It Is to be returned upon request 92013 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date 2 Revision 2 11/16/21 sheet title: BUILDING 2 DUPLEX TYPE 2 ELEVATIONS project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: Al =32 NOT ISSUED FOR CONSTRUCTION 0 ISSUED FOR CONSTRUCTION 2'-0" 3'-6" 3'-Orr w 00 PANTRY CD0 f T ee I I Jhl DW I -4 w O cn L__ 00 Cn N W 7 o ren O rn o L 0 cn 71 Llw I N N AL N I o DUCT t i i l , X 5'-21/4 2'-63/4 3'-3" 11'-0" 5 KITCHEN TYP A1-40 1 /2" = V-0" In a cn w FAMILY ROOM BATH TYP 1 /2" = V-0" PVC LINER ARROUND SHOWER AREA SHOWER TILE PVC SHOWER LINER OVER BASE MORTAIR BED TO WRAP CURB WALL PANEL c TILE OVER MORTAIR BEDS SHOWER TILE — — — — — — — — — — — — — — — — — — — — MORTAR BED --- MORTAR BED I DENS SHIELD OVER METAL LATH TILE BACKER PVC SHOWER 1" MORTAIIR LINER --- BED OVER SHOWER LINER DENSSHIELD TILE BACKER DRAIN \ LSHOWER CURB i METAL JOISTS — - — - — BASE MORTAIR BED OVER METAL\ LATH I Et MOISTURE BARRIER DENSSHIELD TILE BACKER TO EXTEND UNDER SHOWER AREA DRAGON BOARD SUBFLOOR SHEATHI 6\ SHOWER PAN SECTION 1 1 /2" = V-0" w SINK ASP-3 RAIN SHOWER "' o WALL MOU SHOWER 5'-19/16" 2'-63/1614 3 MASTER BATH TYP A1-40 1 /2" = V-0" r w Ln O 3' 3" 2'- 4 1/2" I trfn WALL MOUNTED SHOWER 1' - 10., TI w O O 1'-10" 5-71/2" Lnn T-91/2" JACK It JILL AN-1 ^' O T-91/2" 2 SECOND FLOOR BATHR00 TYP Al 40 1 /2" 1' 0" LAUNDRY ROOM SECOND FLOOR Al 40 1 /2" = 1' 0" 4 y 6 UTILITY ROOM ROOF TOP Al-40 1 /2" = V-0" N N POWDER ROOM/ GUEST BATH Al -40 1 /2" = V-0" BATHROOM APPLIANCES SCHEDULE APPLIANCE KEY NOTE DIMENSION GENERAL DESCRIPTION SHOWER PAN SP-1 T-0" X 5'-0" SP-2 T-6" X T-0" SP-3 T-0" X T-0" VANITY VAN-1 T-0" X 1'-101, 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 V-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 00 N vi wriqlht aar, ie rci ec 154 Krog Street, #125 Atlanta, GA 30307 404- 218-8460 p HT- G. R 9 l G A t 540 c ; t. cry a 1 • , STERED PRG v LA N Q M W zo aZ W0 l] N o J lLQ oa m m oW O En Z Z WThis 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 1s to be returned upon request. 0201R WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date sheet title: TYPICAL ENLARGED FLOOR PLANS project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: Reviewed for Code Al 4 O Compliance Universal Engineering NOT ISSUED FOR CONSTRUCTION SciencesISSUED FOR CONSTRUCTION Hi R/ 16 RISERS @ 7 1 /2" PE 15 TREADS C 11" PER 2 RISERS BELOW LANE 14 RISERS ABOVE LAN Hi R/ 19 RISERS @ 7 5/8" PE 18 TREADS C 11" PER 4 STAIR SECTION TYPE-1-2 A1-41 1 /2" = V-0" FAMILY ROOM DASHED LINE REPRESENTS 6'-8" CONTINUOUS HEAD CLEARANCE ABOVE STAIR NOSING 4 1-41 LANDING \ \ f THIRD FLOOR 25' - 3 1 /2" 16 15 14 \\` 13 \WALL\ 16 RISERS @ 7 1 /2" PER RISER ITS 6-8" 15 TREADS @ 11" PER TREAD ARANCE ` 12 2 RISERS BELOW LANDING 11 14 RISERS ABOVE LANDING 10 HAND RAIL\\ DASHED LINE REPRESENTS 6' 8" ` 9 CONTINUOUS HEAD CLEARANCE ABOVE STAIR NOSING 8 7 6 5 LANDING 4 3 LANDING v WALL2 SECOND FLOOR \ `\ 1 15' - 3 1/2" "19 D LINE REPRESENTS 6'-8" INUOUS HEAD CLEARANCE STAIR NOSING FOYER HAND RAIL MAIN FLOOR 3'- 31/2" 5/ 8" TYPE X GYPSUM GUEST BOARD @ UNDERSIDE BATH OF STAIRS ATTACHED TO STAIR SUPORTS POWDER 00' CABINET SPACE 5/ 8" TYPE X GYPSUM BOARD @ WALL SURFACES UNDER STAIRCASE AREA --- 5' - 0" 6' 6" STAIR SECTION TYPE 1 1 / 2" = V-0" E G LANDING 4 Al- 41 ROOF36'- 71/2" ROOF TOP RED PANEL THIRD FLOOR 25' - 3 1 /2" DASHED LINE REPRESENTS TREADS Et RISERS ON SECOND FLOOR RFI nW M v 16 RISERS C 7 5 15 TREADS C 11 2 THIRD FLOOR OPENING TYP Al- 41 1 /2 1'-0" DASHED LINE REPRESENTS TREADS Et MASTER RISERS ON GROUND FLOOR BELOW BEDROOM SECOND FLOOR 15'- 3 1 /2' 19 RISERS @ 7 5/8" PER RISER 18 TREADS @ 11" PER TREAD GREAT ROOM TEMPERED GLASS S. S. Z SHAPE STRINGERS L SHAPE TREAD/ RISER 5/ 8" TYPE X GYPSUM BOARD @ WALL SURFACES UNDER STAIRCASE AREA v M Ln v MAIN FLOOR 3' 3 1 /2" I I I I l I I 1 I [ 1 f 1 i i I I f I 1 l 1 i 11 21 31 41 51 6 7 8 9 3' 7, 10 v 11 M z Ltf z ' wa 12 0 c 0 13 14 19 RISERS C 7 5/8" PER RISE 18 TREADS 11" PER TREAD 15 16 17 18 19 DN FLOOR OPENING LANDING SECOND FLOOR OPENING TYP A1- 41 1 /2" = 1'-0" GERS GERS ALL BELLOW Reviewed for Code Compliance Universal Engineering Sciences wrl ht aar, e rcec 11C 154 Krog Street, #125 Atlanta, GA 30307 404-218- 8460 1`11 pF-FLpR O P,' GN Gq 4 5 1 q V BP RED W r, 0 nl w O, Ln ON MV1W 0 Z woV N E O W Q H 0 Q Jom c m w p to Z z w H Thisdrawing 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. V2018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date sheet title: STAIRS SCHEDULE project number: 19- 049 drawing date: 11. 11.2020 scale as noted sheet number: Al = 141 NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION OPEN 0 N a I- LANDING OILW;— EXPOSED m:o ZZ ANCHORES 0-1 Z" S.S. SHAPE 01 STRINGER MAIN FLOOR. v 14' - 11 3/4" OPEN BELOW LANDING 6 / 5 WALL._ U SHAPE TREAD/RISER BEHING Z" SHAPE STRINGER 2X4 S.S. TOP RAIL 1 TEMPERED GLASS JOINT 0 0 3 a TEMPERED TEMPERED GLASS GLASS LANDING 1 I m a MAIN FLOOR STAIR ELEVATION TYP. 1 /2" = V-0" 0" MAIN FLOOR1414' - 11 3/4' HAND RAIL13 NCRETE SLAB 11 1W NCRETE SLAB 9 a 8' 4 6 !FINISH-'. BASEMENT STORAGE;.• . 'TT,5 8" ELEVATOR PIT 00 5" CONCRETE SLAB OVER o COMPACTED FILL - h , ii JZ J 4 1; 3 TT EGARAG 14.101. DUPLEX ENTRY STAIRWAY SECTION TYP 1 /2" = V-0" RAILING C 42" MI wrl [it aar, i e 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 P oF-FC 4'i T Gq 9 r 100540 ; I ,<<v STFRED ARG iJ' W Z W Ln It N rh W z i n aLLIoUN O J LE - a J OLn LLLJ D LLJ O Ln Z LLJ tEB This drawings 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 he for Ne project and me specifically returnedupon re and i. not to beusedonanyotherproject. It E T, Le retumetl upon request. m2018WRIGHTGARONEftARCHITECT,.; LG. revisions No. Description Date 2 RW&ion 2 11DAIE120 IFC 12/15/20 1 / 4DUPLEX STAIR Al 42 1 /2" = 1,4. sheet title: CORRECT DETAIL HAS BEEN PROVIDED STAIR SCHEDULE project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: Reviewed for Code Al 4 2 Compliance Universal Engineering El SciencesNOT ISSUED FOR CONSTRUCTION E ISSUED FOR CONSTRUCTION ARCHITECTURAL SAIL FENCE ---- I 1 1 1 1 1 n 1 MASTER BATH GREAT ROOM 1 n 1 I 1 9 TPO MEMBRANE OVER DRAGONBOARD ROOF SHEATHING It 12" DEEP SUPER STUD COLD FORMED STEEL JOIST Et TWO LAYERS OF TYPE X GYPBOARD. SLOPE TO GUTTER @ 1 /8":12", SEE ROOF PLAN UNIT 1 1-64 1 I — A1-60 I 1 ROOF I 48.19 N.A,V.D 1 1 PANTRY I FAMILY ROOM j211:1 BEDROOM 2 UNIT 2 ROOF 48.19 N.A.V.D 1 e I 1 1 - 1 1 I THIRD FLOOR THIRD FLOOR 36.86 N.A.V.D 36.86 N.A.V.D r BEDROOM 3 / DEN t 1 1 1 1 SECOND FLC 26.86 N.A.V.D I I I MAIN FL( 14.86 N.A.V.D Ei yMOMENTFRAME CONCRETE BEAM SUPPORTED BY CONCRETE COLUMNS, SEE STRUCTURAL:i."'-" L l GROUND FL 5 86 N A. V. BUILDING SECTION (DUPLEX -TYPE 2; 1 / 4" = V-0" g eviewe11§CM Gade Rilnntne2nnJ t. 6niveati 5 I GROUND FLOOR j\\ 5.86 N A. V. D\\ z 0 a w J W0 0 p J L.L. z w 1 0 iQ w w O FLOOD ELEVATION 7- 6. 24 N.A.V.D 154 Krog Street, #125 Atlanta, GA 30307 404- 218-8460 OFF O Pi; _ 5 tG Tc',a j QZ y m rd 100540 CA G TFQED ARO"O i w Ln rnLn CII a LU zo w0 U Ln 2 OLnw0 Q N W mca o z p Ln w stamp: 1& T it) 0540 c . F e IT ' This drawing is the property 0f WRIGHT GARDNER ARCHITECT, LLC., fi noc to ne reproduced tif,d,rAid yspole o part It " only to be used for the protect and site sp -f lly identified herein and is not to be used on any other project It is to be i stir ed upon request o2018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date sheet title: BUILDING SECTIONS project number: 19-049 drawing date: 04.05,2021 scale as noted sheet number: A 1 4,5 (01) NOT ISSUED FOR CONSTRUCTION 15SUED FOR CONSTRUCTION Al-61 e F— e J z 3 I I ' 1' 0 ch NALKIN LOSET e I CDf e e , fl•ill/ice BALCONY— I I KITCHEN/ IGREATROOM ELEVATOR ELEVATOR ELEVATOR v ELEVATOR LAUNDRY H \\ TRY PORCH \ V TPO MEMBRANE OVER DRAGONBOARD ROOF SHEATHING Et 12" DEEP SUPER STUD COLD FORMED STEEL JOIST It TWO LAYERS OF TYPE X GYPBOARD. SLOPE TO GUTTER C 1 /8":12", SEE ROOF PLAN ROOF TOP BEDROOM 1 UNIT 1 ROOF 48.19 N.A.V.D 1'-0" UNIT 2 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.TV Dy , TYPICAL BULDING SECTION 3 Al 51 1 /4" = 1'-0" Reviewed Pof Cade Compliance Universal Engineering Sciences SECOND FLOOR 5.86 N.A.V.D n Hof FLOR, CT . GN BAR \ 54 ly STEREO P r\ w rn Mmin a LLJ zo_ w o0 s ao En wm co o zLJ o zvi L stamp: This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC, Er not to be reproduced or cooled in whole or in part It is only to be used for the project and site speCifiolly identified herein and is net to be used on any other project It is to be returned upon request. 2018 WRIGHT GARDNER ARCHITECT, LTC. revisions No. Description Date sheet title: BUILDING SECTIONS project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: Al =51 NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION FLOOD ELEVATION Q--- --- --- - 6.24 N.A.V.D ROOF 48.19 N.A.V.D v THIRD FLOOR 36.86 N.A.V.D CFcnwr) FI nnp 26.86 N.A.V.D MAIN FLOOR 14.86 N.A.V.D 0 I GROUND FLOOR 5.86 N.A.V.D Tnn AACAADDALIC n%/CO r1DA!-nKlO lAOM DG1l 17 C11CATl_IIAII' G. o nt OrrD 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 @ 1 /8":12", SEE ROOF PLAN N I T Reviewed for Code Compliance Universal F_ngineenn8 Selences BUILDING SECTION A1-52 1 /4" = V-0" ROOF 48.19 N.A.V.D THIRD FLOOR 36.86 N.A.V.DD SECOND FLOOR 26.86 N.A.V.D MAIN FLOOR 14.86 N.A.V.D GROUND FLOOR _ 5.86 N.A.V.D FLOOD ELEVATION 6.24 N.A.V.D 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 P` ye O THT Q 100540 x . d srF4BD ARG v con LU J z LU LU CY% M LLJ Z O_ W 00 o v oW m co w O zN W LU C stamp: JGTwhl ,r a; 4)0-1i1 • b^ Ct ry'(,, gg-- j t$ggl tlIZ • tr J` Phisdrawing is the property of WRIGHT GARDNER ARCHITECT, TIC_ fi 11 not to be reproduced or copied in whore or in part It is only to be rsId for the project and site specifically idenH(ed herein and Is not to be used on any other project It fs to be returned upon repuest t>L1118 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date sheet title: BUILDANG S E C T 10 NS project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION FLOOD ELEVATION 6.24 N.A.V.D ROOF i 48.19 N.A.V.D THIRD FLOOR 36.86 N.A.V.D Z 0 CD J O W 18 lL Z w 0 Q w U_ 8 fVI SECOND FLOOR 26.86 N.A.V.D Lik MAIN FLOOR 14.86 N.A.V.D O Cr 4,::GROUND FLOOR 5.86 N.A.V.D 1 1 L— 3 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 @ 1 /8":12", SEE ROOF PLAN I I BEDROOM 1 FOYER AMILY ROOM LAUNDRY VESTIBULE GUEST BATH TPO MEMBRANE OVER DRAGONBOARD ROOF 3 SHEATHING Et 12" DEEP SUPER STUD COLD FORMED Al-61 STEEL JOIST Et TWO LAYERS OF TYPE X GYPBOARD. SLOPE TO GUTTER C 1 /8":12", SEE ROOF PLAN FAMILY ROOM VESTIBULE LAUNDRY I I BEDROOM 1 l I CLOSET I 1 GUEST BATH FOYERI. r BUILDING SECTION Al -53 1 /4' = V-0" 154 Krog Street, #125 Atlanta, CA 30307 404-218-8460 ptE OFFS FAG l Obi 9a Z. f FQ DARC1 X G ROOF Ar- 48.19 N.A.V.D UJ UJ 1 1 vq- 01THIRDFLOORQQ1 -- Z36.86 N.A.V.D w E200E J am C Wter) an O `Z oL/I 1 W SECOND FLOOR UJ 1 26.86 N.A.V.D I stamp:„ I to adTen q p MAIN FLOOR 7 FFr,,Q 14.86 N.A.V.D tqklit This drawing is the property of ARIGHT GARDNER ARCHITECT, LLC, a s not to be reproduced or mpled In whole or In part. f k onlyto be used for the protect and site spedOcally identified herein and is not to i be used on any other poled. It is to be returned upon request. 02019 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date GROUND FLOOR _.._ _ _ -._FLOOD ELEVATION 3 I 5.86 N.A.V.D— 6.24 N.A.V.D Rr2VIeWed for Code Compliance Unial Engineenng 0r noes sheet title: r project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: Al =543 NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION TPO MEMBRANE OVER DRAGONBOARD ROOF 3 SHEATHING it 12" DEEP SUPER STUD COLD FORMED Al-62 GUTTER DRIP EDGE STEEL JOIST Et TWO LAYERS OF TYPE X GYPBOARD. TPO COATED METAL SLOPE TO GUTTER 9 1 /8":12", SEE ROOF PLAN------- - - - - ........ ROOF. GALVANIZED GUTTER 48' - 5 1 /4" COMPOSIT METAL PANEL ALUCOBOND r r FASCIA MOUNTED OVER MISCELLANEOUS RE^DISTEEL FRAME 0 51/2"THERMASTEEL N WALL PANEL ' 7 ARU30INSULATION PER STUD COLD FORMED METAL JOIST, SEE STRUCTURAL FOR SPACING 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 @ UNDERSIDE OF ROOF SYSTEM R-19 INSULATION 11" CONCRETE WALL R-19 INSUALTION-/ 2 LAYERS OF 5/8" GYPBOARD TYPE X @ UNDERSIDE OF ROOF SYSTEM 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 @ VERIFY INSTALLATION OVER REQUIRED WALLS PER 1 /4":12" - RUCTURAL AL WALL BARRIER Et / OMPOSITE 2 LAYERS OF 5/8 GYPBOARD TYPE X @ UNDERSIDE OF ROOF SYSTEM a 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 MEfLJOIST, SEE STRUCTURALFOR SCING r r 5 1 /2" THER ASTEEL WALL PANEL - THERMASTEEL BOXED HEADER, SEE STRUCTURAL SUPER STUD COLD FORMED METAL JOIST, SEE STRUCTURAL FOR SPACING DRAGON BOARD SHEATHING 1'-0" I MISCELLANEOUS RED STEEL OUTLOOKER ATTACHED TO COLD FORMED STEEL JOIST PER MANUFACTURER SHOP DRAWINGS MOMENT FRAME, SEESTRUCTURAL THIRD FLOOR. ARCHITECTURAL FIBER CEMENT 37' - yr WALL PANEL OVER MOISTURE BARRIER Et PLYWOOD SHEATHING wri h t er e rchi ec 11C 154 Krog Street, #125 Atlanta, GA 30307 404- 218-8460 I , GF FLOR' P, GN Gq .9 co m 1 540 c ;f. C, STERED Ln W 5 1 /2" THERMASTEEL z WALL PANEL LU Q w Ln rnQM UJ COMPOSTMETAL PANEL w o ALUCOBOND FASCIA MOUNTED OVER UO LE MISCELLANEOUS RED STEEL FRAME N x Q J o a wmSECOND FLOOR. oLU oz MOMENT FRAME, 27 1 ZLU Ln ZSEE STRUCTURAL Q oILJJN COMPOSIT METAL PANEL ALUCOBOND V FASCIA MOUNTED OVER O IMISCELLANEOUS 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 15' - 1 1 MOMENT FRAME CONCRETE BEAM, SEESTRUCTURAL 1 Al- 62 ARCHITECTURAL FIBER CEMENT WALL SIDING NICHIHA OVER 5 1 /2" EXTERIOR THERMASTEEL WALL PANEL GARAGE WALL GARAGE GATE MOMENT FRAME CONCRETE BEAM SUPPORTED BY CONCRETE COLUMNS, GARAGRE SEE STRUCTURAL 5" CONCRETE SLAB OVER COMPACTED FILL GARDE BEAM, DRAIN TRENCH, SEE STRUCTURAL SEE CIVIL t. GARAGE SLAB OVER CONCRETE DRIVEWAY SLAB, X SEE CIVIL 9 0 COMPACTED F a, - - ILLGARAGE FLOOR. dtin 4 i f/ : , / / .iXXX rx`' i AAj,AAj/VA/VA/ VA/AA jVAA/VAAr'VAA%VAS%VAS%VA,1'A iAA VA,/VAA,/VAA,iVAA'/AA/1\/ N WALL SECTION TYP. N TYP. 0 na oYpu.: a QU b 00 O 4- 10. 1` 2 10" CONCRETE SLAB _ CONCRETE 1- 60) 3/4" = V-0" Reviewed for Code 91ComplianceUniversal Engineering Sciences This drawing is the property of WRIGHT GARDNER ARCHITECT, I1C., a is not to be reproduced or caused' hole air m art. It is only to be used far 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 sheet title: WALL SECTIONS project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: Al = 60 NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION DRIP EDGE TPO COVER STRIP A16-63 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 L - — - — - — - — - — -ROOF. VERIFY INSTALLATION OVER REQUIRED WALLS PER FIRE SEPARATION ANALYSIS. 48' - 5 1 /4" BATT INSUALTION YPBOARD 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-s2 THIRD FLOOR. 3T-1" COMPOSITE METAL PANEL OVER MOISTURE BARRIER Et 5 1 /2" THERMASTEEL COMPOSITE EXTERIOR WALL PANEL 5 1 /2" EXTERIOR THERMASTEEL WALL PANEL DRAGON BOARD SUBFLOOR SHEATHING TO BE INSTALLED g 7AEC0—S-S7TT-0)`OF THERMASTEEL WALL BELOW Et OVER Al-62 SUPER STUD OLD FORMED METAL JOIST 5 1 /2" EXTERIOR THERMASTEEL WALL SECOND FLOOR. PANEL- 27- 1" STEEL BEAM, SEE R-19 BATT INSULATIONSTRUCTURAL EXTERIOR SOFFIT COMPOSIT ME L PANEL ALUCOBOND F CIA _ MOUNTED OVER MISCELLANEOUS RED STEEL FRAME COMPOSITE ENTRY METAL PANEL PORCH BEYOND ---- TILE OVER CONCRETE ENTRY - - STOOP-- - MAIN FLOOR 15-1" 3 END UNIT SIDE WALL SECTION TYP. Al 61 3/4" = V-0" 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 ROOF TOP OUTDOOR COMPOSITE DECKING OVER SLEEPERS AND SUPER STUD FLOOR SYSTEM, SLOPE @ 1 /8":12" THIRD FLOOR. 37' - 1 R-30 NSULATION MASTER 5 1 /2" INTERIOR THERMASTEEL WALL / PANEL SECOND FLOOrc. 27- 1"- --- - — MAIN FLOOR. 15'-1"- - TPO MEMBRANE OVER DRAGON BOARD ROOF SHEATHING Et 12" DEEP SUPER STUD COLD FORMED STEEL JOIST. SLOPE TO GUTTER ACCROOS FRONT OF THE BUILDING @ 1 /8":12", SEE ROOF PLAN. TPO MEMBRANE OVER MEGABOARD ROOF SHEATHING Et 12" DEEP SUPER STUD COLD FORMED STEEL JOIST. SLOPE TO GUTTER ACCROOS FRONT OF THE BUILDING @ 1 /8":12", SEE ROOF PLAN. R-30 BATT INSULATION MOMENT FRAME, SEESTRUCTURAL 2 LAYER OF 1" THICK TOUGHROCK SHAFTLINER OR DENSGLASS INSERTED IN_ _ H-STUDS @ 24" O.0 , SEE AO-10AI*AO-10B - 3 1 /2" THI STC RATIP 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 DEN' H-STUDS @ 24" O.0 , MOMENT FRAME, SEE STRUCTURAL DRAGON BOARD SUBFLOOR SHEATHING TO BE INSTALLED ACCROSS TOP OF THERMASTEEL WALL BELOW Et OVER SUPER S7UD COLD FORMED METAL JOIST MOMENT FRAME, SEE STRUCTURAL SUPER STUD COLD FORMED METAL JOIST, SEE STRUCTURAL FOR SPACING KITCHEN SUPER STUD COLD FORMED METAL JOIST, SEE STRUCTURAL FOR SPACING DRAGON BOARD SHEATHING R-19 INSULATION 1' - 2" MOMENT FRAME CONCRETE BEAM SUPPORTED BY CONCRETE COLUMNS, SEE STRUCTURAL 2 LAYERS OF 5/8" GYPBOARD TYPE X @ UNDERSIDE OF ROOF SYSTEM WALL SECTION 3/4" = V-0" 3 1 /2" THI STC RATIP 2 LAYER OF 1" THICK l SHAFTLINER OR DENS( STUDS C 24" O.0 , SEE 6 A-62 HOT AIR WELDED MEMBRANE STRIP OVER SEAM PLATE ROOF. 48' - 5 1 /4" R-30 BATT INSULATION DRAGON BOARD SUBFLOOR SHEATHING TO BE INSTALLED ACCRO WALL BELOW Et 0RMASTEELS.I.P WITH G 50 MIN. REQUIRED FORMED METAL JO TOUGHROCK GLASS INSERTED IN SEE AO- 1OAEtAO-1OB-! S.3 TOP OF THERMASTEEL VER SUPER STUD COLD I ST THIRD FLOOR. 37-1" DRAGON BOARD SUBFLOOR SHEATHING TO BE INSTALLED ACCROSS TOP OF THERMASTEEL WALL BELOW 8t OVER SUPER STUD COLD FORMED METAL JOIST RMASTEEL S.I.P WITH G 50 MIN. REQUIRED OUGHROCK ILASSINSERTEDIN H- 5 AO-10AEtA0-10B 3 1 /2" THERMASTEEL S.I.P WITH STC RATING 50 MIN. REQUIRED J 2 LAYER OF 1" THICK TOUGHROCK SHAFTLINER OR DENSGLASS INSERTED IN H- STUDS @ 24" O.0 , SEE AO-10AEtA0-10B ' A' 2 LAYERS OF 5/8" GYPBOARD TYPE X @ UNDERSIDE OF ROOF SYSTEM- - R-19 BATT INSUALTION-- SECOND FLOOR. 27'-1" DRAGON BOARD SUBFLOOR SHEATHING TO BE INSTALLED ACCROSS TOP OF THERMASTEEL WALL BELOW Et OVER SUPER STUD COLD FORMED METAL JOIST MAIN FLOOR. 0 2 LAYERS OF 5/8" GYPBOARD TYPE X @ UNDERSIDE OF ROOF SYSTEM Reviewed for Code Compliance Universal Engineering Sciences Wrl t ar e rchi ec 154 Krog Street, #125 Atlanta, CA 30307 404-218-8460 n, tA p FLpR Gq 9 C,ST RED PRG W LOC, V I N Q M a W zo Z woUOIJi Q J o a wm w Z zw stamp: . F t stiff ` xG"1 100540 4y - , Flit I' r f Ths tl ing is the property of WRIGHT GARDNER ARCHITECT, LLC, & is not to be reproduced or copied' hole or In part, Its only to be used for the project ands to spec f lly identified herein and is not to be used on any other project. It is to be returned upon request. Gd018 WRIGHT GARDNER ARCHITECT, THE. revisions No. Description Date sheet title: WALL SECTIONS project number: 19-049 drawing date: 04.05.2021 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 rLIJUrt_ 37' - 1" ROUT AND RETURN DRY EXTRUSIONS 5 1 /2" EXTERIOR SHEAR WALL THERMASTEEL REVPANEL SYSTEM, SEE STRUCTURAL THERMASTEEL STANDARD END PANEL TOP TRACK CONCRETESUBFLOOR 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 r7--rt, EXTERIOR SIDE WALL DETAIL TYP Al 62 1 1 /2" = V-0" COMPOSITE METAL PANEL CORE 5 1 /2" EXTERIOR SHEAR WALL THERMASTEEL INSTALL MOISTURE BARRIER INBETWEEN EXTERIOR REVPANEL SYSTEM, SEE STRUCTURAL WALL PANELS Et COMPOSITE METAL CLADING I ATTACHMENT FURRING/BATTEN STRIPES y -DRAGON BOARD SUBFLOOR SHEATHING COMPOST METAL PANEL SUPER STUD COLD FORMED METAL JOIST, ALUMINUM FINISH I SEE STRUCTURAL FOR SPACING THERMASTEEL STANDARD R-19 INSULATION SECOND FLOOR. END PANEL BOTTOM TRACKS ROUT AND RETURN DRY EXTRUSIONS STEEL Wall 6X31 BEAM, SEESTRUCTURAL MISCELLANEOUS RED STEEL FRAME ATTACHED TO COLD FORMED STEEL JOIST PER MANUFACTURER SHOP DRAWINGS — ROUT AND RETURN DRY EXTRUSIONS EXTERIOR WALL BEYOND - 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 @ UNDERSIDE OF ROOF SYSTEM SUPER STUD COLD FORMED ROOF JOIST, SEE STRUCTURAL FOR SPA 3 1 /2" THERMASTEEL S.I.P WITH ALUMINUM ANGLE BREAKAWAY CLIP HOT AIR WELDED MEMBRANE STRIP OVER SEAM PLATE CUT EDGE SEALANT E CING COLD FOR RIM TRACV FIRE BLOC SEPARATI( METAL J R-3172LX 2 L NED 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 1 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 @ UNDERSIDE OF ROOF SYSTEM -- AYER OF 1" THICK TOUGHROCK SHAFTLINER MISCELLANEOUS / RED STEEL STC RATING 50 MIN. REQUIRED OR DENSGLASS INSERTED IN H-STUDS C 24 O.0 , SEE SEE AO-09 TRHOUGH AO-10C R-30 INSUALTIONINSTALL TAPE/INSU 6 FIRE WALL/DECK TO DECK ROOF JOINT INBETWEENBBIMETAL JONTSATONAl-62 1 1 /2" = 1'-0" PREVENT GALVANIZED CORROTION 2 LAYER OF 1" THIC SHAFTLINER OR DEI INSERTED IN H-STU SEE SEE AO-09 TRH( H" SHAPED STUD GAL O.0 MAX. SEE SEE AO - SECOND FLOOR. THERMASTEEL STAP END PANEL BOTTOt CONT. TRACK, SEESTRUCTURAL NAILER ATTACHED TO METAL JOISTS NICHISOFIT 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 s END UNIT TYPE 1 OVERHANG DETAIL A1-62 1 1/2 = V-0" ENTRY PORCH 4'- 0" HEIGHT RAILIN WITH PICKETS @ 4" MAX. STILE OVER MORTAIR AMAIN FLOOR. 15 _ „ - - - --- - - - 11" CONCRETE WALL, SEE STRUCTURAL- r9` END UNIT ENTRY PORCH DETAIL TYP A1-62 1 /2" DE1 FIREGU/ PANELS- INTERIO STOPS C OF LOW 3 1 K TOUGHROCK ST( JSGLASS S @ 24" O.0 , EAI UGH AO- 10C - - NTH 1EN VANIZED STEEL@24" 09 TRHOUGH AO-10C DR ALI IDARD FIR A TRACKS. - SEf CO Rih SUI JSARMOR PLUS SEE IRD C INTERIOR 2 L SH, H-! R GYPBOARD TR UNDERSIDE CEILING --- 31 ST( 2" THERMASTEEL S.I.P WITH RATING 50 MIN. REQUIRED NIDE 1 / 2" DENSARMOR PLUS FIREGARD METAL COVERS ON H SIDE OF STUD, SEE SEE AO-09 TRHOUGH A0-10C RMASTEELSTANDARD PANEL BOTTOM TRACKS GON BOARD SUBFLOOR SHEATHING 1MINUM ANGLE BREAKAWAY CLIP E BLOCKING ON BOTH SIDES OF AREA IARATION WALL @ EVERY FLOOR LEVEL D FORMED METAL I TRACK SCREW TO WALL ER STUD COLD FORMED METAL JOIST, STRUCTURAL FOR SPACING AYER OF 1" THICK TOUGHROCK kFTLINER OR DENSGLASS INSERTED IN TUDS @ 24" O.0 , SEE AO-09 TOUGH AO- 10C 2" THERMASTEEL S.I.P WITH RATING 50 MIN. REQUIRED 5 FI RE 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. _ 15' - 1" INSTALL RUBER TAPE/INSULATION INBETWEEN BIMETAL JOINTS TO PREVENT GALVANIZED CORROTION --- FINISHED FLOOR DRAGON BOARD SUBFLOOR SHEATHING 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 O.0 , SEE SEE AO 09 TRHOUGH AO 10C INSERTED INH-STUDS C 24" 3 1 / 2" THERMASTEEL S.I.P WITH STC RATING 50 MIN. REQUIRED ENTRY PORCH THERMASTEEL STANDARD END PANEL BOTTOM TRACKS DRAGON BOARD SUBFLOORSHEATHING 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-191NSUALTION ' R-191NSUALTION In2 LAYERS OF5/8" GYPBOARD TYPE >0' 11 ' BASEMENT X C UNDERSIDE OF FLOOR SYSTEM t. CONCRETE DEMISING BASEMENT WALL, SEE STRUCTURAL 4 INTERIO UNIT ENTRY PORCH DETAIL Al 62 1 1 /2" = V-0" COLD FORMED METAL RIM TRACK SCREW TO WALL SILL DAM WATER BARRIER --- FINISHED FLOOR CONCRETE SUBFLOOR SHEATHING 10" DEEP CONCRETE - - SLAB, SEE STRUCTURAL TI NOTE: PER FLORIDA BUILDING CODE 705.11 NO ht wr PARAPETIS PROPOSED ^ r e[ CAULK SEALANT Rrc I ^ c COMPOSITE METAL PANEL ROOF LINE 11C ALUMINUM FINISH- - - - - 154 Krog Street, #125 484' Atlanta, CA 30307 404-218-8460 COMPOSITE METAL PANEL CORE TPO COATED METAL DRIP EDGE 5" PREFINISHED GUTTER BENT ON SITE TO LAP OVER STEEL OUTLOOCKERS Et UNDER TPO MEMBRANE O p FLoR 0' 5" MISCELLANEOUS RED STEEL FASCIA FRAME PER f T G ' O9 MANUFACTURER SHOP DRAWINGSLL PN qR INSTALLFIBERCEMENT WALL SHEATHING OVER * ' 0' - 11 1 / 2" L MISCELLANEOUS STEEL FRAME , ra',, ROUT AND RETURN DRY - - - • G\> EXTRUSIONS - STARED f> SHIM PER MANUFACTURERS MANUAL MOMENT FRAME, SEE STRUCTURAL 3 FRONT PARAPET DETAIL TYP Al -62 1 1 /2" = V-0" N LU U Z W 0 0, v Vf N o M SHIM. BEHIND SEALANT Et BACKER ROD W Z 13 Z Wo APPLY CAULK SEALAND ALONG MATERIAL GAPS o LL SURFACE TO HAVE Q J pLn w 1 /4":12SLOPEMIN. J m SECOND FLOOR. o Z 2T-1" C, z LLJ SILL WATER DAMBARRIERZUNDERNEATHSHIMW COMPOSITE METAL PANEL V ALUMINUM FINISH 0o, COMPOSITE METAL PANEL CORE N MISCELLANEOUS RED STEEL FRAME 0' 11 1 / 2" ATTACHED STEEL STRUCTURE PER MANUFACTURER SHOP DRAWINGS stamp: f INSTUMESCENT COAT TO BE APPLYED TO ALL of FLtD MOMENT FRAME MEMBERS, SEE AO-11,A0-12,A0-13' j{,SiTV G,q ROUT AND RETURN DRY EXTRUSIONS' METAL FLASHING a , MOISTURE BARRIER t0t154o 41) NICHIHA VINTAGEWALL PANEL +.` b, r ,rV INSTALL PEEL Et STICK WINDO WRAPREDyfv ALONG WINDOW ROUGH OPENINGS I - N' This drawing is the property of WRIGHT GARDNER ARCHITECT, LIC., fi METAL FLASHING 11 not to be reproduced or topped in Whole or Tif identified herein Itit andisbe urea rorbe projectandsitepieinallywholeandsnottobeusedonany other project, It is to be returned upon request. 8 WRIGHT GARDNER ARCHITECT, LIC. 2 HEADER / SILL DETAIL TYP revisions Al 6> 1 1 / 2" = V-0" No. Description Date 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 @ SILL WINDOW OR STOREFRONT SYSTEM - MAIN FLOOR. NICHIHA SPACER W/ FASTENER 15' - NICHIHA VINTAGE WALL PANEL sheet title: I MOISTURE BARRIER JOINTCLIP ATTACHMENT PER MANUFACTURER INSTRUCTIONS DETAILS MOMENT FRAME CONCRETE BEAM SUPPORTED BY CONCRETE COLUMNS, SEE STRUCTURAL NICHIHA STARTER TRACK project number: 19.049 2021 NICHIHA STARTER FLASHING drawing date: s note d d scale asnotedFRONTOVERHANGDETAILTYP sheet number: EDReviewed for Code Al Compliance Universal Engineering Sciences 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- CAULKSELANT TPO MEMBARNE DRIP EDGE DRAGON BOARD ROOF SHEATHING PREMANUFACTURED COLD -FORMED STEEL 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 s ROOF SIDE DRIP EDGE Al 63 1 1 /2" = 1'-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. 15'-1" -- COMPOSIT METAL PANEL ALUMINUM FINISH -- CONCRETE WALL, SEESTRUCTURAL 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 I DRABON BOARD SHEATHING DRAGON BOARD ROOF SHEATHING THIRD FLOOR. 37'-1" 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 MOMENT FRAME MEMBERS, SEE AO- 11,A0 12,A0 13 INSTALL MOISTURE BARRIER 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 DRAWINGS EXTERIOR PANEL, SEE AO-01 CODE ANALYSIS TO VERIFY INSTALLATION OVER REQUIRED AREAS PER INSTALL FIBER CEMENT W7ANE FIRE SEPARATION PARAMETERS SHEATHING OVER MISCELL STEEL FRAME - GEORGIA PACIFIC DENSGLASS EXTERIOR SHEA OVER 5 1 /2" THERMASTEEL EXTERIOR PANEL, CODE ANALYSIS TO VERIFY INSTALLATION OVEREQUIREDAREASPERFIRESEPARATIONANALY GUTTER DRAIN ON ROOF TOP PATIO Al-63 1 1 /2 = V-0" H" SHAPED STUD GALVANIZED STEEL @ 24" O.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 - - - L" SHAPE SHIM METAL TRIM SEALANT OVER NICHIHA SHINGLE FLANGE BACKER NICHIHA SPACER W/ FASTENER OVER MOISTURE BARRIER 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- 1OC MOMENT FRAME COLUMN, SEE STRUCTURAL 5 1 /2" THERMASTEEL EXTRIOR WALL PANEL T—GP EXTERIOR DENSEGLASS SHEATHING PER AO-01 FIRE SEPARATION ANALYSIS C" SHAPED GALVANIZED TRACK NICHIHA VINTAGE WALL PANEL 6 FLOOR PLAN END FIRE WALL SEPARATION Al-63 1' = 1'-0" 5A ELEVATOR HATCH l 63A1 1 /2" = V-0" 5 1 /2" THERMASTEEL WALL PANEL MAIN FLOOR. ELEVATOR HATCH 2 HR FIRE RATED DOOR 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 @ UNDERSIDE OF FLOOR SYSTEM CONCRETE WALL, FSEE STRUCTURAL TWO LAYERS OF 1" TOUGHROCK SHAFTLINER. NOMINAL SIZE T-0" X 8'-0", SEE AO-10 KITCHEN DRAGON BOARD SUBFLOOR SHEATHING PREMANUFACTURED COLD -FORMED STEEL JOIST, SEE STRUCTURAL FOR SPACING 5B ELEVATOR HATCH SIDE WALL Al 63 1 1 /2' = T-0" 6" WIDE 1 /2" DENSARMOR PLUS "H" SHAPED STUD GALVANIZED FIREGARD METAL COVERS ON STEEL @ 24" O.0 MAX. SEE EACH SIDE OF STUD, SEEAO-10A AO-10A TRHOUGH AO 10C TRHOUGH AO-10C - TWO LAYERS OF 1" TOUGHROCK SHAFTLINER. NOMINAL SIZE 2'-0" X 8'-0 3 1 /2" THERMASTEEL S.I.P STC RATING 50 MIN. REQUIRED S4 FLOO 63/ 1" = 1'-0" C" SHAPED GALVANIZED TRACK INSTUMESCENT COAT TO BE APPLYED TO ALL MOMENT FRAME MEMBERS, SEE AO- 11,AO-12,AO-13 MOMENT FRAME COLUMN, SEESTRUCTURAL C" SHAPED GALVANIZED TRACK H" SHAPED STUD GALVANIZED i.', STEEL C 24" O.0 MAX. SEE AO- 1OA TRHOUGH AO- 1OC R PLAN FIRE WALL SEPARATION 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 CONCRETESUBFLOOR MEGABOARD ROOF SHEATHING R- 30 INSULATION 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 37' - 1' ALUMINUM FINISH COMPOSITE METAL PANEL CORE PREMANUFACTURED RIM TRACK SCREW TO WALL. INSTALL MOISTURE BARRIER INBETWEEN EXTERIOR WALL PANELS Et COMPOSITE METAL CLADING ATTACHMENT FURRING/BATTEN STRIPES 5 1 /2" THERMASTEEL WALL PANEL 53 END UNIT ROOF TOP SIDE CURVE DETAIL TYP 63 1 1 /2" = V-0" DRAGON BOARD SUBFLOORSHEATHI FINISHED FLOOR PREMANUFACTURED COLD - FORMED STEEL JOIST, SEE STRUCTURAL FOR SPACING PREMANUFACTURED RIM TRACK SCREW TO WALL - - THERMASTEELSTANDARD END PANEL BOTTOM TRACK SECOND FLOOR. THERMASTEEL STANDARD 2T 1" 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/ BATTEN STRIPES 5 1 /2" EXTERIOR THERMASTEEL WALL PANEL END UNIT_ SIDE WALL DETAIL TYP Al 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 @ 16" O.0 BRACING, SEE STRUCTURAL STANDARD REAR BALCONY j, REAR BALCONY BOTTOM TRACKS - + MAIN FLOOR. AI- 15 1 F 4 r METAL FLASHING- - t --CONCRETE PARTY WALL l ARCHITECTURAL SAIL FENCE 1A1- 1 1 1 /2" = V-0" Reviewed for Code Compliance Universal Engineenng Sciences wrl ht are rcc 11C 154 Krog Street, #125 Atlanta, CA 30307 404-218- 8460 rcr gym,. r _ A r 10., 40. ep by , 13)/ ci • • .4 STARED NNX W V Z W o Qf7 a LJJzo Z UJ U oN 0 E N Q J O Q Nw co r1V CalC) z w zZ w H stamp: r r s F 0= r ( T1 a yItilit V rf` This drawing is the property of WRIG r GARDNER ARCHITECT, LLG, a I, not to be reproduced or copied I or -n part It is only to be used for the project ands to specifically identified herein and is not to be used on any other project. It is to be returned upon request. h2018 WRIGHT GARDNER ARCHITECT LLG revisions No. Description Date sheet title: DETAILS project number: 19.049 drawing date: 04.05.2021 scale as noted sheet number: Al=63 NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION N T-s: J CL 'N 1 11 xIJTHc 1.1 IvIBRnNF ;vuD EIA 1= II aT CO e T1 r',I S ICL NT 2CrJNS rR JR IC A'_ IELEI i ITH ti IHERI F r inesF`NY cLEav F. Eoluv( _Jon Tc ERI,E TI E I,i .SAFANF JSN( T',FL 7rTINJLR. OF--- 1 IE PPIf IFR `_ FFCPFRLI DRIED, THE V'D N ITI '- i,EE ,,TRIP IS FF I'D AND EJ N' BY OTHERS (NC.I'- OL G i,'ln A 2 NICE RCI IdILII - I DE - IN EYS,FI J IN 1 FL" '`I LL, N NOTE WOODVAI EA 'v!,ISJ FXTENC PA,I TOT WICII! 0= IPC EIA F^ -Y:1-+ DI CX VA-T 2„ URF- EV`JT VL FL=n E N11n. OFF FIRM (J- V/ IAPF F,SIF`J=FS AND I ASTENI R "F,,JT RN AS F" FEC P. D MEI CD( F P -DITJNrFII:TFR IdEvlAFMB ., N! N D CX F M.F 11l `T T 'TA i Y 'CVF- BY TPO PRE'_JF- ``FNSITIv_ ,JV=R _,TRI' WII I "11VIMJM 2" wERAGE PAST NA'I_ TADS. JNAF \_NTAPPLYP,1J_L JE AI ON 3 C I r DGES C T'0 ;VER _1 A` ANC ECG SS I.N2 . PRo FD r1V1, T R WCCD INSU-AI ON N/' TI 3 ELOW O I RSl OIFII OVL', FI_,', N(3 F y - 1" NOTE: a II IS F T L cAI I T',BI'- F 0 E vn 20-1LAR iJARRANTLD r T _ I 1 11 `-TE FVETAL I- 10 EE INCLJD- D IN TIE V A P,N'TY CJNTP 'TCF i,ilUST .,`_;''_ MU-E-1I DE MLR4, PROF) FS. N[ JOINT TG Di ` N S iRHT 20, NHE-3'120, CONI nul0U u_ AT DRIP EDGE DETAIL NO.: MULE -HIDE TPO P/S COVER STRIP SYSTEMS: MHT-UN- 106B PRODUCTS CO., INC. ALL TPO SYSTEMS RE'iSIOV 01 /20l c o NOTES: 1. DET. ILS TC BE USED IN CL LD CELL -UBIIJ' INC U_E1 JBY OPI FRSJ OWUN' `^'lTH 1 `4 2 T MFS DTH JIL'E SPE IF . IA -I ,N`; OF CPPNINi OF J ULF IJICEI J TENER CCN'iAININi, RC.UIGCf, tNTS FOR AND 2.4" ` F / P! TE N-FILERS, 1N.;ULATION, 12 C'.C. MAX (`EF NC_F LIPS' EET` , C EP- AB I E 4) ETC. INSULATION 2. FV EDGE IS RFOUIRFD ININ. " - /2" FOT AIR FALANT ON AI_I CUTOR RIULE-FIDE PF, viiELD N^N-EN( APSUI 'TED FECES OF 1,,1Ef,IBRANE REINFORECEC MEMBRANE. THIS U LDGF ' EAIANT IN ;LI DFS F=S- JRY '' UT SEE NOTE 2 N'Erv'B RAN F. 3. POSITION SEAM PLATES 1/ 2" MINIMUM TO 1" MAXIMUM FROM EDGE OF FIELD 0 0 MEMBRANE. 4. REFER TO MULE - HIDE UPLIFT o RATINGS FOR APPROPRIATE o p o 0 0 ° O p o 0 FASTENER SIZE, AND SPACING. ° 0 0 o p o 0 0 o O MULE -HIDE EXPANSION JOINT DETAIL NO: DECK TO DECK PRODUCTS CO., INC. M H P-150 SYSTEMS: 2010 ALL PVC ENCLOSEDUTILITY SPACE 3 1 / 2" THERMASTEEL INTERIOR WALL PANEL NG SPACWE 2) LAYER 2 HR RATED GYPBOARD TYPE X UTILITY SHAFT WALL TYP 1" = 1'-0" Of nF FF" PF NIrnr.(_ k -;TF F MULE -HIDE PRODUCTS CO., INC. 3 STRUCTURAL MULLION DIAGRAM IT EI F ; IUJ I I OT L COF N(r N,', I" n I R V L I, II LIBR, IN` GUTTER DRIP EDGE TPO COATED METAL SYSTEMS: ALL TPO SYSTEMS NO FU IE _IJ_ INiLjD IN PTIF A-'RR,NI"a CNIF-+'TUR '.U l U ,E 1T'_F DF P F IT_ R F J C G YL 209I AN.J d FIT N2 PTFB__ -OR N 'J -„ *,T RK4N f Y UG VVVRFANTY, ONT NJOJ' :.I F ,U I BE VV, I THE C J'P DI . DETAIL NO.: MHT- UN-232 Fv ,'Jv OI/; I v I- II N S.+I_ NOTE IPJ REIN, F:. 01 L P1EIN3RAN= 1' i l CR EHJTFN R FN" F F i x C " VF'iTE UNCJ' D LED" N011 4) r^ IIT. 3' rlvi'N. A 1 ' MAX. J%IT II IV, II - LNE T.,== ', SEE NOTE ) L L F NVF NOTES v'I iMIAL INF'1 AB RI t IE. ,- l jELIJE d JL Y j F,II aNE I,TFI IFD SYSTEM, cINSTLEINh1 (J,E CIJR (4; SFr,M PLATE-) RCUND PRGJESTICNS W I I LN1EF ION J- T J". EDDIIION I SEA" PL°ll WI_L B R,O':F;ED I'OR OJECT`NS WI! DIAMI I'_RS CJ2E4EIER THAN 6" AN XA.I. A ELC 12 CID ---Y' R f4=X. CT NI FS ANL iM PLATES ARE E31 REOU'RED ON ATT=RED `Y, IEM; UN SS FRO,,-CTICn DIA1,11 IFR EK FED I:, PD11 IAUE FRI=R T 2 IOW VOC FA If^1cR FOF ALL CPCM F"_` SFA_,1 I IS REwUI'2ED CN A'ITi DCES OF , H l E L'NC J-J: D I PDM F 1 A TIFFS I AA AV'D AT C Lt EDCEA 0 LV V --,'_ SIN E ILI T J TE-IIN1= I 6. II VEER IJRE I FIFE NOT 10 1 XCE_D I60' MEGABOARD ROOF SHEATHING FIELD FABRICATED PIPE FLASHING DETAIL NO.: MULE -HIDE WITH UNCURED EPDM FLASHING TAPE PRODUCTS CO., INC. SYSTEMS: MHT-UN-521 D ALL TPO SYSTEMS REVISION Cs/201 T wn14 ht Rrc*,,,kic 154 Krog Street, ##125 Atlanta, GA30307 404-218- 8460 LNLI Z W Lf, 0 LLJ W lW Z W c) O N Fj U m IJ V o nw c vi z Zw This drawing is the property ofWRIGHT 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. FIX revisions No. Description Date 2 STRUCTURAL MULLION DIAGRAM WINUUWr W/ 51 KUIL I IKAL MULLION I YFO Reviewed for Code 91 Compliance Universal Engineering Sciences sheet title: DETAILS projectnumber: 19- 049 drawing date: 04.05. 2021 scale as noted sheet number: Al =64' NOT ISSUED FOR; CONSTRUCTION ISSUED FOR CONSTRUCTION BUILDING CODES FLORIDA BUILDING CODE FBCB 2020 GENERAL BUILDING CODE IBC 2018 CONCRETE CODE ACI 318-14 STRUCTURAL STEEL & Al SC 360-10AISC-10 MANUAL MINIMUM DESIGN LOADS ASCE 7 16FORBUILDINGS & OTHER STRUCTURES TIMBER CONSTRUCTION NDS 2012 & SUPPLEMENTS DESIGN NOTES & MATERIAL SPECIFICATION 1. DESIGN METHOD: ALLOWABLE STRESS DESIGN (ASD) 2. CONCRETE: STRESS DESIGN (SD) 3. CONCRETE ASTM DESIGNATION: C94, MINIMUM 28 DAYS COMPRESSIVE SPECIFIED STRENGTH FOR FOUNDATION = 4,000 PSI. 4. CONCRETE EXPOSURE CLASS: S1. 5. CEMENT: ASTM C150 TYPE II, AGGREGATE: ASTM C33, MAXIMUM SLUMP = 5 INCHES. 6. MAXIMUM WATER/CONTENTIOUS RATIO: 0.50 7. REINFORCING STEEL ASTM DESIGNATION A615 GRADE 40 FOR # 3 AND SMALLER REBAR AND GRADE 60 FOR # 4 AND LARGER PREFERABLE EPDXY COATED) . 8. CONTRACTION JOINT ASTM D2000, M2AA-805 RUBBER SHEAR KEYS WITH A MIN DUROMETER HARDNESS OF 80. 9. EXPANSION JOINT ASTM C920, ASTM D994 OR ASTM D1056, CLASS 2A. 10. ANCHOR RODS & STEEL PLATE: ASTM F1554, GR.36. 11. SPECIAL INSPECTION REQUIRED PER SCHEDULES. GRAVITY LOADS ROOF DEAD LOAD- GYPSUM CEILING: 2.2 PSF TABLE C3.1-1A ACOUSTICAL FIBERBOARD: 3.85 PSF OF ASCE7-16 MECHANICAL DUCT ALLOWANCE: 4 PSF ELECTRICAL & PLUMBING: 3 PSF ROOF JOISTS: 4 PSF DRAGON BOARD FLOORING: 4 PSF FOAM WITH WATER BITUMINOUS SMOOTH SURFACE: 4.5 PSF TOTAL MAXIMUM ROOF DEAD LOAD = 25.55 PSF ROOF LIVE LOAD- UPPER ROOF 20 PSF SECTION 4.8 OF BALCONY ROOF 50 PSF ASCE7-16 FLOOR GYPSUM CEILING: 2.2 PSF DEAD LOAD- ACOUSTICAL FIBERBOARD: 3.85 PSF TABLE C3.1-1A OF MECHANICAL DUCT ALLOWANCE: 4 PSF ASCE7-16 ELECTRICAL & PLUMBING: 3 PSF FLOOR JOIST: 4 PSF DRAGON BOARD FLOORING: 4 PSF CERAMIC TILE (3/4-IN.) ON 1-IN. MORTAR BED: 23 PSF NON STRUCTURAL PARTITIONS: 8 PSF TOTAL FUTURE FLOOR DEAD LOAD = 52.05 PSF FLOOR 40 PSF LIVE LOAD SECTION 4.3.2 OF ASCE7-16 THERMAL STEEL 6.1 PSF HURRICANE WALL PANEL WEIGHT EARTHQUAKE DESIGN DATA RISK CATEGORY II SITE CLASSIFICATION FOR D; PER GEOTECHNICAL REPORT SEISMIC DESIGN SEISMIC IMPORTANCE 1 FACTOR, le MAPPED SPECTRAL SHORT 0.055 g ACCELERATION, Ss MAPPED SPECTRAL LONG 0.029 g ACCELERATION, S1 5 PERCENT DAMPED SPECTRAL RESPONSE ACCELERATION 0.059 g PARAMETER AT SHORT PERIODS, Sds 5 PERCENT DAMPED SPECTRAL RESPONSE ACCELERATION 0.047 g PARAMETER AT 1 SECOND PERIOD, Sd1 SEISMIC DESIGN CATEGORY A BASIC SEISMIC BEARING WALL SYSTEM: LIGHT -FRAME WALLS FORCE -RESISTING SYSTEM WITH SHEAR PANELS OF ALL OTHER MATERIALS PER ITEM A.17 OF TABLE 12.2-1 OF ASCE7-16 STEEL ORDINARY MOMENT FRAME PER ITEM CA OF TABLE 12.2-1 OF ASCE7-16 DESIGN BASE SHEAR 0.0 SEISMIC RESPONSE 0.0 COEFFICEINT EASTIWEST DIRECTION, Cs SEISMIC RESPONSE 3.5 MODIFICATION COEFFICIENT, R ANALYSIS PROCDEDURE EQUIVALENT LATERAL FORCE USED PROCEDURE PER SECTION 12.8.1 OF ASCE716 SITE PREPARATION NOTES: ALLOWABLE FOUNDATION PRESSURE = 2,500 PSF PER GEOTECHNICAL INVESTIGATION REPORT BY GFA OF 607 NW COMMODITY COVE PORT ST. LUCIE, FLORIDA 34986. FOUNDATION SHOULD BE EMBEDDED A MINIMUM OF 12 INCHES BELOW FINAL GRADE MEASURED FROM LOWEST ADJACENT GRADE BY GFA OF FLORIDA. ALL SOIL CONTAINING ROOTS AND SUBSTANTIAL ORGANIC MATERIAL FROM EXISTING VEGETATION SHALL BE STRIPPED AND REMOVED ENTIRELY FROM THE SITE. ANY DEBRIS LARGER THAN 3 INCHES IN DIAMETER SHALL BE REMOVED. REMOVE AND DISPOSE OF NATIVE MATERIAL TO PROVIDE A MINIMUM OF 24 INCHES OF MOISTURE -CONDITIONED AND COMPACTED FILL SAND BELOW THE BOTTOM OF THE LOWEST FOUNDATION. MOISTURE CONDITION THE BOTTOM OF THE OVER -EXCAVATED AREA TO 2% OF THE OPTIMUM MOISTURE CONTENT AND COMPACT TO 95% PER ASTM D-698. REPLACE THE 36" OF EXCAVATED SOIL WITH IMPORTED FILL MATERIAL. 1. PLACE THE MATERIAL IN 12" MAXIMUM LIFTS. 2. MOISTEN EACH LIFT TO PLUS OR MINUS 2% OF OPTIMUM MOISTURE CONTENT AND COMPACT TO MINIMUM 95% PER ASTM D-698. 3, ALL OF THE IMPORTED MATERIAL USED TO ACHIEVE THE BUILDING PAD ELEVATION MUST BE PLACED IN ACCORDANCE WITH THE ABOVE NOTES. 4. ALL IMPORTED FILL NEEDED TO ACHIEVE THE REQUIRED ELEVATION MEET THE FOLLOWING SPECIFICATIONS: A- PLASTICITY INDEX: 0-5 B- GRADATION: SCREEN SIZE % PASSING 31' 100 No. 4 40-100 No. 200 15-20 5. ALL IMPORTED FILLS MUST BE APPROVED BY THE GEOTECHNICAL ENGINEER BEFORE PLACING. IF NATIVE SOIL MEETS THE REQUIREMENTS OF THE GIR IT CAN BE USED AS A FILL MATERIAL. ANY CLAY ENCOUNTERED MUST NOT BE WITHIN THE BACKFILL FOR THE BUILDING PAD AREA. MATERIAL BEFORE DELIVERY AND PLACEMENT ON SITE. IN AREAS OTHER THAN BUILDING PADS, WHICH ARE TO RECEIVE CONCRETE FLAT WORK, THESE AREAS SHALL HAVE THE TOP 12 INCHES OF THE NATIVE SOIL SCARIFIED AND MOISTURE -CONDITIONED TO 2% AND COMPACTED TO 95% PER ASTM D-698. FOUNDATION ABBREVIATED TERMS FOUNDATION NOTES 1. CONCRETE SLAB SHALL BE PROVIDE[ WITH CONTROL JOINTS AT 12'-0" O.C. MAXIMUM IN BOTH DIRECTIONS. 2. CONCRETE SHALL PLACED AND FINISHED TO PROVIDE A SURFACE LEVEL AND TRUE TO WITHIN 3/16" IN 10'-0" DISTANCE. 3. BUILDING PAD SHALL BE 3'-0" MINIMUM BEYOND BUILDING LINE. 4. F.F. ELEVATION= 12" +2% ABOVE CURB GUTTER OR POINT OF DISCHARGE. 5. BOTTOM OF FOOTINGS SHALL BE CLEARED OF ALL LOOSE MATERIAL PRIOR TO CONCRETE PLACEMENT. 6. COLUMNS AND POSTS WHICH ARE SUBJECT TO WATER SPLASH SHALL BE SUPPORTED BY CONCRETE OR A METAL PEDESTAL PROJECTING AT LEAST 1" ABOVE FLOOR (OR PROVIDE APPROVED WOOD OF NATURAL RESISTANCE TO DECAY OR TREATED WOOD) 7. ALL HARDWARE ATTACHMENTS TO BE ZINC -COATED PER MANUFACTURERS SPECIFICATIONS. 8. FOOTINGS & FOUNDATIONS SHALL BE= CONSTRUCTED IN ACCORDANCE WITH CHAPTER 18 OF THE 2017 FBC. 9. FOUNDATION LOCATED UNDER BASE FLOOR ELEVATION BFE) MUST BE HIGHLY RESISTANT TO FLOODWATER MATERIALS - CLASS 5, PER TABLE 1 OF FEMA TECHNICAL BULLETIN 2 / AUGUST 2008). 10. A 6-MIL POLYETHYLENE VAPOR BARRIER WITH JOINTS LAPPED NOT LESS THAN 6" SHALL BE PLACED BETWEEN THE SUBGRADE AND THE CONCRETE SLAB. GENERAL. 13HE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND NOTIFY THE ENGINEER OF RECORD (EOR) IMMEDIATELY OF ANY DISCREPANCIES ARE FOUND 2. WHERE REQUIRED, FOR ADDITIONAL DIMENSIONS SEE ARCHITECTURAL DRAWING 3. THE CONTRACTOR SHALL COORDINATE WITH ALL TRADE ANY ITEMS THAT ARE TO BE INTEGRATED INTO THE STRUCTURAL SYSTEM SUCH AS OPENINGS, PENETRATIONS, MECHANICAL AND ELECTRICAL EQUIPMENT, ETC. 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. PROJECT IS LOCATED IN HURRICANE PRONE AREAS PER SECTION 26.2 OF ASCE 7-16 SUGGESTED PREPARATIONS AND PROCEDURES FOR CONCRETE CONSTRUCTION IN HOT WEATHER SECTION 5.3 D OF ACI 318-14 & ACI 305R 1. PREPARATIONS MUST BE MADE FOR MINIMIZING THE EXPOSURE OF THE CONCRETE TO ADVERSE CONDITIONS. 2. UNDER HOT WEATHER CONDITIONS, SCHEDULING CONCRETE PLACEMENTS AT OTHER -THAN NORMAL HOURS, SUCH AS EARLY MORNING, MAY BE ADVISABLE. PLACING CONCRETE IN MODERATE TEMPERATURE WILL ENSURE EASE OF HANDLING AND PLACING AND AVOIDING THE RISK OF PLASTIC -SHRINKING AND THERMAL CRACKING. 3. PERSONNEL IN CHARGE OF CONCRETE CONSTRUCTION SHOULD BE AWARE IN ADVANCE OF THE DAMAGING COMBINATIONS OF HIGH AIR TEMPERATURE, DIRECT SUNLIGHT, DRYING WINDS, AND HIGH CONCRETE TEMPERATURE. 4. MONITORING OF LOCAL WEATHER REPORTS AND ROUTINE RECORDING OF CONDITIONS OF SITE, INCLUDING AIR TEMPERATURE, SUN EXPOSURE, RELATIVE HUMIDITY, AND PREVAILING WINDS, CAN BE CONDUCTED LOCALLY. 5. PREPARATIONS MUST BE MADE TO TRANSPORT, PLACE, CONSOLIDATE, AND FINISH THE CONCRETE AT THE FASTEST POSSIBLE RATE. DELIVERY OF CONCRETE TO THE JOB SHOULD BE SCHEDULED SO IT WILL BE PLACED PROMPTLY ON ARRIVAL, PARTICULARLY THE FIRST BATCH. 6. THERE SHOULD BE AMPLE VIBRATION EQUIPMENT AND MANPOWER TO CONSOLIDATE THE CONCRETE IMMEDIATELY AS ITS RECEIVED IN THE FORM. STANDBY VIBRATORS SHOULD BE AVAILABLE. 7. RECOMMENDED TO KEEP THE MIX WATER COOL AND AGGREGATE MOIST BY SHADING AND SPRINKLING. 8. IF CONCRETE STARTS TO DRY: DO NOT ADD FIELD WATER TO OBTAIN THE DESIRED CONSISTENCY AND WORKABILITY. 9. AFTER CONCRETING IS COMPLETE: SPRAY THE CONCRETE SURFACES OR PROTECT THEM WITH WET BURLAP TO RETARD HARDENING. 10, MOIST THE FORM AND REINFORCEMENT BEFORE PLACING THE CONCRETE TO MINIMIZE EVAPORATION. 11. ALL ABOVE ARE RECOMMENDED WHEN THE AMBIENT TEMPERATURE EXCEEDS 90OF (32.20C) WITH A WIND VELOCITY GREATER THAN 8 MPH. WIND DESIGN DATA BASIC DESIGN WIND SPEED, V- FIG 164 MPH 26.5-1 B OF ASCE7-16 ALLOWABLE STRESS DESIGN WIND 127.04 MPH SPEED, Vasd RISK CATEGORY II DESIGN METHOD OF MAIN WIND FORCE MWFRS DIRECTIONAL PROCEDURE RESIST SYSTEM (DIAPHRAGS,WALLS,&OMF) PER CHAPTERS 27 OF ASCE 7-16 DESIGN METHOD OF WALL AND ROOF COMPONENTS AND CLADDING PANELS (OUT OF PLANE WIND) PER CHAPTERS 30 OF ASCE 7-16 WIND EXPOSURE CATEGORY D APPLICABLE INTERNAL WIND PRESSURE 0.18 COEFFICIENT, GCpi - TABLE 26.11-1 OF 0.18 ASCE7-10 VELOCITY PRESSURE, qh - E 26.10-1 OF 72.217 ASCE7-16 DETAILS WIND PRESSURES AND WIND ZONES FOR WALLS AND ROOFS PROVIDED IN SHEET S17 i I wri,ht crhifecf 154 Kmg Street, #125 Atlanta, GA 30307 404-218-8460 PyNo. 8872a o21? tY0 ' STpse W U z W 0 w W Q 0 z Q LLI U O V CD M Ln 00 00 M r Q d' M 00 N C W W I.- M W W I r f- CC) o0 N d~ 6i N W - M 00 z 0 W 0 Q U U) W 0 L0 ITM op z ry U 0 O LL. UOQ w o m o Z W 07 Z w am: DATE 19/202101.0. 08/ 00K. raa: C.E SD 17-2 cl+m: 1.0. ME AS SHOWN CCJ = CONCRETE CONTROL JOINT CF = CONTINUOUS FOUNDATION F.F. = FINISHED FLOOR FINISHED FLOOR ELEVATIONF.F.E. = Reviewed for Code Compliance Universal Engineering Sciences SHEET SB2-01 n 3 4'_0" 01 m 55 FOUNDATION NOTES 1. CONCRETE SLAB SHALL BE PROVIDED WITH CONTROL JOINTS AT 12'-0" O.C. MAXIMUM IN BOTH DIRECTIONS. 2. CONCRETE SHALL PLACED AND FINISHED TO PROVIDE A SURFACE LEVEL AND TRUE TO WITHIN 3/16" IN 10'-0" DISTANCE. 3. BUILDING PAD SHALL BE T-0" MINIMUM BEYOND BUILDING LINE. 4. F.F. ELEVATION= 12" +2% ABOVE CURB GUTTER OR POINT OF DISCHARGE. 5. BOTTOM OF FOOTINGS SHALL BE CLEARED OF ALL LOOSE MATERIAL PRIOR TO CONCRETE PLACEMENT. 6. COLUMNS AND POSTS WHICH ARE SUBJECT TO WATER SPLASH SHALL BE SUPPORTED BY CONCRETE OR A METAL PEDESTAL PROJECTING AT LEAST 1" ABOVE FLOOR (OR PROVIDE APPROVED WOOD OF NATURAL RESISTANCE TO DECAY OR TREATED WOOD) 7. ALL HARDWARE ATTACHMENTS TO BE ZINC -COATED PER MANUFACTURERS SPECIFICATIONS. 8. FOOTINGS & FOUNDATIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CHAPTER 18 OF THE 2017 FBC. 9. FOUNDATION LOCATED UNDER BASE FLOOR ELEVATION BFE) MUST BE HIGHLY RESISTANT TO FLOODWATER MATERIALS - CLASS 5, PER TABLE 1 OF FEMA TECHNICAL BULLETIN 2 / AUGUST 2008). 10. A 6-MIL POLYETHYLENE VAPOR BARRIER WITH JOINTS LAPPED NOT LESS THAN 6" SHALL BE PLACED BETWEEN THE SUBGRADE AND THE CONCRETE SLAB. GENERAL 13HE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND NOTIFY THE ENGINEER OF RECORD (EOR) IMMEDIATELY OF ANY DISCREPANCIES AREFOUND 2. WHERE REQUIRED, FOR ADDITIONAL DIMENSIONS SEE ARCHITECTURAL DRAWING 3. THE CONTRACTOR SHALL COORDINATE WITH ALL TRADE ANY ITEMS THAT ARE TO BE INTEGRATED INTO THE STRUCTURAL SYSTEM SUCH AS OPENINGS, PENETRATIONS, MECHANICAL AND ELECTRICAL EQUIPMENT, ETC. CONCRETE SPECIFICATIONS PER SECTIONS 19.3.1 & 19.3.2 OF ACI 318-14: 1. ASTM DESIGNATION: C94, MINIMUM 28 DAYS COMPRESSIVE SPECIFIED STRENGTH FOR FOUNDATION = 4,000 PSI. 2. CONCRETE EXPOSURE CLASS: S1. 3. CEMENT: ASTM C150 TYPE II, AGGREGATE: ASTM C33, MAXIMUM SLUMP = 5 INCHES 4. MAXIMUM WATER/CONTENTIOUS RATIO: 0.50 5. REINFORCING STEEL ASTM DESIGNATION A615 GRADE 40 FOR # 3 AND SMALLER REBAR AND GRADE 60 FOR # 4 AND LARGER ( PREFERABLE EPDXY COATED) . CONCRETE COLUMN SCHEDULE MARK HEIGHT WIDTH DEPTH REINFORCEMENT C1 9' 15" 18" 10 # 6 - TIES #4 @6" O.C. C2 9' 16" 30" 12 # 6 - TIES #4 @6" O.C. C3 1 9' 14" 26" 12 # 6 - TIES #4 @6" O.C. FOUNDATION SCHEDULE MARK WIDTH LENGTH DEPTH REINFORCEMENT TYPE INCHES) CF1 4'-0" 20„ 5 # 5 CONT; & 1#5 9" O.C. BOTTOM CONTINUOUS 5 # 5 CONT; & 1#5 18" O.C. TOP CF2 2'-0" 20„ 3 # 5 CONT; & 1#5 9" O.C. BOTTOM CONTINUOUS 3 # 5 CONT; & 1#5 18" O.C. TOP CF3 5'-6" 2011 6 # 5 CONT; & 1#5 9" O.C. BOTTOM CONTINUOUS 6 # 5 CONT; & 1#5 18" O.C. TOP CF4 6'-11" T-8" 1#5 9" O.C. EACH WAY BOTTOM 1#5 18" O.C. EACH WAY TOP CF5 13-11" 20„ 1#5 9" O.C. EACH WAY BOTTOM 1#5 18" O.C. EACH WAY TOP CONCRETE GRADE BEAM SCHEDULE MARK WIDTH DEPTH REINFORCEMENT G.131 16" 20" 4- # 5 TOP 445 BOTTOM - TIES #4 @ 6" O.C. CONCRETE SPECIAL INSPECTION SCHEDULE VERIFICATION & INSPECTION FREQUENCY REINFORCING STEEL PLACEMENT PERIODIC POST -INSTALLED ANCHORS IN HARDENED PERIODIC CONCRETE (IF USED PER ACI 355.2) CONCRETE DESIGN MIX PERIODIC VERIFICATION SLUMP AND TEMPERATURE OF CONCRETE CONTINUOUS PLACEMENT OF CONCRETE FOR CONTINUOUS PROPER APPLICATION TECHNIQUES INSPECT FORM WORK FOR SHAPE, LOCATION AND DIMENSION OF CONTINUOUS FOOTING BEING FORMED E wri ht Rarh t IIC 154 Kroll Street, #125 Atlanta, GA 30307 404-216-8460 Hale m : No. 8972a .. is s k i fY i; A '• T TE of ? ell d co M 00 M N Q Q cL M 00 N CD H Z) LL 07 [_ 1- Co W ~ W 1 F— U) M 2 °ON N N W I. - CM 00 r— S3 N Q N W J I Z 13'-11" 13-11 CF5 z I— OX mz) Z C2 I F— I I r R1 C2 U- FOUNDATION PLAN SCALE: 1 /4"=V-0" A4 A3 COLUMN C1 DETAIL1SCALE: 1"=V-0" co 4__ V-3" 18#4@6"O.C.-A3 18#4 @ 6" O.C. - A4 6 EQUALLY SPACED i Al COLUMN C2 DETAIL SCALE: 1 "=V-0" io N 18#4 @ 6" O.C. - Al 18#4@6"O.C.-A2 11 A6 46 EQUALLY SPACED A5 COLUMN C3 DETAIL SCALE: 1"=1'-0" 18#4 @ 6" O.C. - A5 18#4 @ 6" O.C. - A6 W EQUALLY SPACED ME rw GRADE BEAM G.131 DETAIL 4 @ 6" O.C. - A10 I- 4@6"O.C.-A9 MIM 93 Reviewed for Code pkance Unive sl Engineering Sciences W U 1` Z v w p o¢ 0 W z w0 O LL U) 3 n Q U 0 QU)W n o Co J o z Z r W Q z W w U O DM: WE 1.0. 08/19/2021 Rft rrsa: E.C. SD 17-20 aim. 1.0. smut AS SHOWN SHEET SB2-021SCALE: 1"=V-0" PER ARCHITECTURAL REQUIREMENTS 3.5" THERMASTEEL PANEL PER S10 DETAIL COLD -FORMED STEEL JOIST BASE FLOOD DESIGN I PER ARCHITECTURAL m ELEVATIONS 18 GA. MIN., G-90 METAL TRACK, 3/8" 0 BEAD OF ASPHALT CEMENT OR LATEX CAULK BOTTOM SIMPSON STRAP HOLD DOWN STHD14, STUD GAUGE 20 MINIMUM SPACING 36" O.0 OR D EQUIVALENT 2#5 VERTICAL REBAR @ 18" O.C. 11" CONCRETE WALL RW2) 2#5 VERTICAL DOWELS @ 18" J D 5 @ 18" O.C. o 2#4 HORIZONTAL @ 18 O.C. BOTTOM & TOP 5 @ 8" O.C. 04 z FOR CONCERT BOTTOM &TOP 5iH D MAT p y D• p J 7p 5" THICK CONCRETE MAT D 95%COMP. FILL ro UNDISTURBED SOIL 3 CL i --I f -- 1-#5 @ 9" O.C. 3" CUR. 4' O FOUNDATION DETAIL 1 SCALE 3/4" = V-0" S3 PER ARCHITECTURAL PLANS 5@9"0.C. #5018"O.C. 10" REINFORCED CONCRETE SLAB D• ° D p D o ° D b _ P 2-#5 VERTICAL REBAR @ 4 18" O.C. AT EDGE OF WALL BASE FLOOD DESIGN PER ARCHITECTURAL 11" CONCRETE WALL D ° ELEVATIONS (RW2) D D p 2- #5 VERTICAL DOWELS @ 18" O.C. AT CENTER OF WALL P a0 2#4 HORIZ. @ 18" O.C. LL 5 @ 18" O.C. 7 BOTTOM & TOP D° J FOR CONCERT y 5" THICKK CONCRETE MA\ P z 95% COMP. FILL UNDISTURBED SOIL D 3-#5 CONT. 3" CLR. 3" CL R. 1- #5 @ 9" O.C. TOP & BOTTOM _ 2, O FOUNDATION DETAIL 22SCALE3/4" = 1'-0" S3 MINIMUM CONCRETE COVER FOR REINFORCING STEEL SURFACE CAST AGAINST EARTH 3" SURFACE EXPOSED TO EARTH OR WATER NO. 6 AND LARGER 2" NO. 5 AND SMALLER BAR 1-1/2" SURFACE NOT EXPOSED TO EARTH OR WATER STRUCTURAL SLAB BOTTOM BARS 1" STRUCTURAL SLAB TOP BARS 3/4" COLUMNS,BEAMS & GIRDERS 1-1/2" WALLS 1 5 @ 18" O.C. NOTE: CLEARANCE IS FROM SURFACE OF CONCRETE TO SURFACE OF STEEL, SIMPSON STRAP HOLD DOWN_ STHD14, STUD GAUGE 20 MINIMUM SPACING @ 36" O.0 REMANUFACTURED COLD -FORMED STEEL_ TRUSS 2#4 HORIZ. @ 18" O.C. 2-#5 VERTICAL REBAR @ 18" O.C. AT EDGE OF WALL — BASE FLOOD DESIGN PER ARCHITECTURAL ELEVATIONS 11" CONCRETE WALL 2- #5 VERTICAL DOWELS @ 18" O.C. AT CENTER OF WALL 5 @ 1 O.C. #5 @ 10" O.C. 5" THICK CONCRETE MAT OMF COLUMN W 8x67 PLATE 2.00x15.00x18.00 A36 — 10" CONCRETE SLAB 5 @ 18" O.C. BOTTOM & TOP BASE FLOOD DESIGN \ PER ARCHITECTURAL ELEVATIONS OMF COLUMN W 8x67 PLATE 2.00xl5.00x18.00 4- 1" A449-N ANCHORA36 RODS, MIN. 12" 18 GA. MIN., G-90 METAL CONCRETE EMBEDMENTTRACK, 3/8" 0 BEAD OF 44 ASPHALT CEMENT OR LATEX CAULK BOTTOM a e STAIR TREAD ° p ° ° 16" 18" CONCRETE BEAM (B2) P D D ° #4 @16" O.C. G , pD ' D ° ° - Y-YfV p • c0 • D p p d , ° 2#4 HORIZ. @18" O.C. D 5 @8"O.C. BASE FLOOD DESIGN J PER ARCHITECTURAL h ° 2- #5 VERTICAL REBAR @ ELEVATIONS 18" O.C. AT EDGE OF WALLp. W0 D ° a — — p 11" CONCRETE WALL U W 2-#5 VERTICAL DOWELS @ 18" O.C. AT CENTER OF W WALL #4 REBAR TIES @ 6" O.C. D QJ a aq D. D Z 04 6- # 5 CONT. TOP & BOTTOM D p w ° p. D J B. ... 4-#5 OEBAR @ U f 1 I FOP & BOTTOM 3" #5 @ 9" O.C. FOUNDATION DETAIL 3 SCALE 3/4" = V-0" S3 4- 1" A449-N ANCHOR RODS, MIN. 12" CONCRETE EMBEDMENT 5 @ 8" O.C. TOP 5 @ 18" O.C. BOTTOM 1046 15"1 CONCRETE COLUMN (C1) 4@6" O.C. TIES 6-#5 CONT. 1,'/"BOTTOM & TOP FOUNDATION DETAIL 4 SCALE 3/4" = V-0" S3 1- #5 @ 18" O.C. UNDISTURBED SOIL 1- #5 @ 9" O.C. UNDISTURBED SOIL e ° 1046 15"1 CONCRETE COLUMN (Cl) p 4@6" O.C. TIES FOUNDATION DETAIL 6 SCALE 3/4" = V-0" S3 5.5" THERMASTEEL_ PANEL 18 GA. MIN., G-90 METAL TRACK, 3/8" 0 BEAD OF ASPHALT CEMENT OR LATEX CAULK BOTTOM 5VERTICAL REBAR @ 16" O.C. AT CENTER OF WALL BASE FLOOD DESIGN .m PER ARCHITECTURAL 5112" CONCRETE WALL ° ELEVATIONS _ rn o D I. 5 @ 8" O.C. ° 5@180.C. 5" CONCRETE S 95%COMP. FILL UNDISTURBED SOIL777I .. 3" CLR. ih FOUNDATION DETAIL 5 SCALE 3/4" = V-0" S3 BEAM ro UNDISTURBED SOIL SIMPSON STRAP HOLD DOWN STHD14, STUD GAUGE 20 MINIMUM SPACING 0 36" O.0 5@8"O.C. p., Q DEPTH OF ELEVATOR PIT BY OTHER o _ p 6 p D N V n (V I p - D [o D D p I 3" CL Ti Reviewed for Code mice Universal Sciences G wri ht Urc 1 e IIC 154 Krog Street, #125 Atlanta, GA 30307 404-2184460 N T LL. ri tMW W of 111— U) M VJ U L0 Z M Q Q fNNv/ Q IL W WO 0 LL U) H 3 C/) Q o U) U w o Z Z W Q z W Z W C) O DSM: are 1.0. 08/19/2021 mm Ii ! E.C. SD 17-20 OHM 1.0. soai: AS SHOWN SHEET SB2-03 ANCHOR RODS ANCHOR RODS DEVELOPMENT LENGTH, TYP 4 JOINT HOOP COLUMN BARS COLUMN HOOPS BEAM HOOPS TYPICAL CORNER ANCHOR BASE PL COLUMN HI COL BEAM BARS PLAN SECTION N.T.S. COLUMN BARS BEAM H COLUMN HOOPS TYPICAL INTERMEDIATE it BEAM BARS 1 TYPICAL CORNER VERTICAL SECTION N.T.S. ANCHOR RODS TYPICAL RC COLUMN DETAIL REINFORCING N.T.S. 1.2" N EDGE EACH SIDE WITH " RADIUS VAPOR BARRIER PAD PREPARATION AS PER SOILS REPORT USE BONDING AGENT RECOMMEDATION BEFORE POURING NEW CONCRETE CONSTRUCTION JOINT DETAIL S4 SCALE: N.T.S PS TYPICAL INTERMEDIATE CONSTRUCTION JOINTS: 1-DUE TO SIZE OF SLAB CONSTRUCTION JOINT ARE NOT PREFERRED UNLESS THEY ARE UNAVOIDABLE. 2-IF NEEDED INSTALL JOINTS TO DEFINE EXTENT OF INDIVIDUAL PLACEMENT OF CONCRETE AS SHOWN ON DETAIL 3-S2 1/8" X 2" SAWCUT JOINT, FILL W/ MM-80 JOINT SEALER VAPOR BARRIER PAD PREPARATION AS PER SOILS REPORT RECOMMEDATION 2 CONTROL JOINT DETAILCONTROLCONTROL JOINTS'SHALL BE PLACED ON MAXIMUM 12' CENTERS EACH WAY FOR S4 ALL CONCRETE FLOOR SLABS. ALL JOINTS SHALL BE SAW CUT AS SHOWN ON SCALE: N.T.S DETAIL 2-S4 (CONC. SECTION) AND SHALL FORM SQUARE PATTERNS TO HELP REDUCE RANDOMLY ORIENTED CRACKS. 5 @ 18" O.C. BOTH5" THICK CONCRETE — DIRECTIONS MAT SLAB SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATIONS STANDARD ACI 900 HOOK DEVELOPMENT 1 r l/TI I T\/11 TYPICAL CORNER REFER TO LAP SPLICE CLASS B TYPICAL INTERSECTION PLAN VIEW - TYPICAL RC WALL REINFORCING N.T.S. CONCRETE REINFORCEMENT LAP SPLICE SCHEDULE BAR SIZE fc' 3,000 PSI fc' 4,000 PSI 3 2211 19" 4 2911 25" 5 3611 3111 6 43" 3811 REBAR LAP SPLICE TABLE NOTES: 1. "db" IS THE BAR DIAMETER. 2. ALL SPLICES SHALL BE CLASS B UNLESS OTHERWISE STATED. 3. VALUES APPLY TO ALL BARS WITH MINIMUM CLEAR CONCRETE- COVER OF db AND MINIMUM CLEAR CENTER - TO -- CENTER SPACING OF 2 db. 4. FOR BARS WITH CLEAR COVER: LESS THAN db OR CLEAR CENTER TO CENTER SPACING LESS THAN 2db, MULTIPLY VALUES BY 1.5. 5. FOR LIGHTWEIGHT CONCRETE, MULTIPLY BY 1.3. REINFORCING BAR LAP SPLICE TABLE (SPECIFICATION PER ACI 318-14 BEND DIA "D" BAR SIZE INSIDE OF BAR) 3 THRU #5 4db 6 THRU #8 6db 12 db FOR 66dbFOR O 4" 4.MNIMUry 6 db FOR 4" MINIML 900 HOOK 1350 HOOK NOTE: ALL REINFORCING SHALL BE BENT COLD - TYPICAL STANDARD HOOKS FOR STIRRUPS AND TIE REINFORCING BAR SIZE BEND DIA "D" INSIDE OF BAR 3 THRU #8 6db 9, #10, # 11 8db 14 AND #18 10db Z2'/" MINIMUM 1800 HOOK DETAILING DIMENSION 900 HOOK NOTE: ALL REINFORCING SHALL BE BENT COLD - TYPICAL STANDARD HOOKS FOR PRIMARY REINFORCING TYPICAL REINFORCING BAR DETAILS TYPII;AL DETAIL N.T.S. SPLICE DETAIL LAP- SEE GENERAL STRUCTURAL STANDARDS MAXIMUM SLAP, NOT MORE THAN 6" 6 MINIMUM FOR COLUMN, 12 MINIMUM FOR BEAMS BAR OFFSET 1db (1" MINIMUM.) BAR CLEARANCE Reviewed for Cade Compliance Universal Engirleering Sciences E wri,ht Orckiarfecl 154 Krog Street, #125 Atlanta, GA 30307 404-218-WO t c0 M LO 00 00 M N r Q 1 T 2 Z) 00 N C W Li U) fl- W r W Cr M 2 o0 H N N W co CID U) J CV QW N W W C) z W L w DC U00 q 0 U W U z v W 00 za W W w O O U) Q D0 UQ o Ill- m o Z Z w Q W w U u DS M: DATE 1.0. 08/19/2021 DRAM: PM: E.C. SD 17-20 CHKD: SCALE 1.0. AS SHOWN s CONCRETE MAT DETAIL S4 SCALE: N.T.S SHEET SB2-04 0 N 0 M D U A8 0 STEEL O.M.F. COLUMN W 8X67 STEEL O.M.F. COLUMN W 8X67 STEEL COLUMN W 16X57 RC-2 i 5 @ 8"O. BOTTS @ 18 OP N t U N U 7 S16 71cs STEEL M.F. COLUMN W 21X93 A7 BEAM B2 DETAIL1SCALE: 1"=1'-0" 4 @ 6" o.c Aa co 7--1'4' — 26'-9" !e STEEL O.M.F. COLUMN W 8X67 M C1. 00 m #5 @ 18" O.C. d (U TOP BOTTOM 60 U @ Lo RC-2 5 @ 8" O.C.TOP—_ B2 # 5 @ 18" O.C. 5 @ 18" O.C.BOTTOM TOP&BOTTOM STEEL M.F. COLUMN W 8X67 o.C.SLAB 6" O.C. - A7 Q 26'-9" RC-2— L i STEEL O.M.F. COLUMN W 8X67 B2 10" REINFORCED CONCRETE SLAB MAIN FLOOR FRAMING PLAN SCALE: 1 /4"= V-0" A8 A7 r_BEAM B3 DETAIL2 SCALE: 1"=1'-0" to 4 @ 6" O.C. - A7 1#6 10" REINFORCED CONCRETE SLAB 3 S13 STEEL O.M.F. COLUMN W 8X67 COLD -FORMED STEEL JOISTS 1200SJx250-97 @ 16" O.C. DRAGON BOARD STRUCTURAL SUBFLOOR PER JOIST SPECIFICATION i21 STEEL O.M.F. COLUMN W 8X67 STEEL COLUMN W 16X57 10" REINFORCED CONCRETE SLAB WL 7 i 16 03 STEEL M.F. COLUMN W 21X93 A7 n BEAM B4 DETAIL SCALE: 1"=1'-0" to 4@6'O.C.-A7 I#6 I. I HE GUN I RAU I UK SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AN NOTIFY THE ENGINEER OF RECORD (EOR) IMM[ DIATELY OF ANY DISCREPANCIES AREFOUND 2. WHERE REQUIRED, FOR ADDITIONAL DIMENSIONS SEE ARCHITECTURAL DRAM 3. THE CONTRACTOR SHALL COORDINATE WITH ALL TRADE ANY ITEMS THAT ARE 1 BE INTEGRATED INTO THE STRUCTURAL SYSTEM SUCH AS OPENINGS, DCAICT0ATIll A10 AAC(LJAkilr%AI AKIn CI Cl' Mln Ai r. l CONCRETE SPECIFICATIONS PER SECTIONS 19.3.1 & 19.3.2 OF ACI 318-14: 1. ASTM DESIGNATION: C94, MINIMUM 28 DAYS COMPRESSIVE PECIFIED STRENGTH FOR FOUNDATION = 4,000 PSI. 2. CONCRETE EXPOSURE CLASS: S1. 3. CEMENT: ASTM C150 TYPE II, AGGREGATE: ASTM C33, MAXIMUM SLUMP = 5 INCHES. 4. MAXIMUM WATER/CONTENTIOUS RATIO: 0.50 5. REINFORCING STEEL ASTM DESIGNATION A615 GRADE 40 FOR # 3 AND SMALLER REBAR AND GRADE 60 FOR # 4 AND LARGER ( PREFERABLE EPDXY COATED) . GRAVITY LOADS ROOF DEAD LOAD -TABLE C3.1-1A OF 25.55 PSF ASCE7-16 ROOF LIVE LOAD -SECTION 4.8 OF UPPER ROOF 20 PSF ASCE7-16 BALCONY ROOF 50 PSF FLOOR DEAD LOAD- TABLE C3.1-1A OF 52.05 PSF ASCE7-16 FLOOR LIVE LOAD SECTION 4.3.2 OF 40 PSF ASCE7-16 THERMAL STEEL HURRICANE WALL 6.1 PSF PANEL WEIGHT WIND DESIGN DATA BASIC DESIGN WIND SPEED, V- FIG 26.5-1 B OF ASCE7-16 164 MPH ALLOWABLE STRESS DESIGN WIND SPEED, Vasd 127.04 MPH RISK CATEGORY II DESIGN METHOD OF MAIN WIND FORCE RESIST SYSTEM (DIAPHRAGS,WALLS,&OMF) MWFRS DIRECTIONAL PROCEDURE PER CHAPTERS 27 OF ASCE 7-16 DESIGN METHOD OF WALL AND ROOF PANELS (OUT OF PLANE WIND) COMPONENTS AND CLADDING PER CHAPTERS 30 OF ASCE 7-16 WIND EXPOSURE CATEGORY D APPLICABLE INTERNAL WIND PRESSURE COEFFICIENT, GCpi - TABLE 26.11-1 OF ASCE7-10 0.18 0.18 VELOCITY PRESSURE, qh - E 26.10-1 OF ASCE7-16 72.217 DETAILS WIND PRESSURES AND WIND ZONES FOR WALLS AND ROOFS PROVIDED IN SHEET S17 CONCRETE COLUMN SCHEDULE MARK HEIGHT WIDTH DEPTH REINFORCEMENT Cl 9' 15" 18" 10 # 6 - TIES #4 @6" O.C. C2 9' 16" 30" 12 # 6 - TIES #4 @6" O.C. C3 1 9' 1 14" 26"7 12 # 6 - TIES #4 @6" O.C. CONCRETE BEAM SCHEDULE MARK LENGTH WIDTH DEPTH REINFORCEMENT B2 20' 4" 16" 18" 4- # 6 TOP 446 BOTTOM - TIES #4 @ 6" O.C. B3 24' 9" 16" 18" 4- # 6 TOP 446 BOTTOM - TIES #4 @ 6" O.C. B4 8' 4" 16" 18" 4- # 6 TOP 446 BOTTOM - TIES #4 @ 6" O.C. LB5 5' 0" 11" 24" 3- # 5 TOP 345 BOTTOM - TIES #4 @ 6" O.C. L65 3' 0" 5.5" 24" 2- # 5 TOP 245 BOTTOM SPECIFICATION OF SUPER STUD SJ 1200SJ250-97 DESIGN THICKNESS 0.1017" MINIMUM THICKNESS 0.0966" MI THICKNESS 97 MILS GAUGE 12 2.5" 12" 5/81' G60 STNDARD G90 AVAILABLE 50 KSI MIN, FLANGE WIDTH WED DEPTH STIFFENING LIP LENGTHS CORROSION PROTECTION YIELD STRENGTH mU E wri ht cm aecrh I cl IIC 154 Kroq Street, #125 At( anta, GA 30307 404- 218-8460 00NAft Q'.•'', 10ENgF•.O N*- 89728 a OF a r 12 zY p1VAL, M u') Oo co ce) N Q I Q M Z) 00 H Z) LL. H ti W w F- U) M 2 00 Nrn N N wF- c) 00 N i N LLJ J z O w O j J U- Z) Z 2 W U Lo Z v LLI co oQ a0 0 W w O LL_ F=- q Q O U wom o Z Z w Q z W w U O Dsm: 1. 0. a7E 08/ 19/2021 mft mw E. C. SD 17-20 1. 1. 0. AS SHOWN SHEET SB2- 05 1 26'-9" STEEL O.M.F. COLUMN W8X67 HORIZONTAL STEEL BRACE HSS 5.5x5.5xT'g' COLD -FORMED r STEEL JOISTS 0 1200SJx250-97 @ 16" O.C. STEEL O.M.F. COLUMN W8X67 HORIZONTAL STEEL BRACE HSS 5.5x5.5xl6" STEEL COLUMN W16x57 COLD -FORMED M STEEL JOISTS BLOCKING PROVIDED BY STEEL JOIST MANUFACTURE TO TRANSFER 431 PSF IN PLANE SHEAR TO ISUPPORTEDWALLf STEEL BEAM W16x31 / STEEL O.M.FJ COLUMN W8x48 1 STEEL O.M.F. BEAM W8x76 STEEL O.M.F. COLUMN W8X67 BT__ L O.M.F. BEAM W8x67 HDR 3 HDR 3 HDR 2 N 0 STEEL O.M.F STEEL O.M.F COLUMN W21x93 BEAM W21x68 HORIZONTAL STEEL BRACE HSS 5.5x5.5xj" SECOND FLOOR FRAMING PLAN SCALE: 1 /4"=V-0" 26'-9" STEEL O.M.F. BEAM W8X21 HORIZONTAL STEEL BRACE DHSS 5.5x5.5x16" STEEL O.M.F. BEAM W8X76 O.M.F. COLUMN W8X67 I STEEL 2 COLUMNN W8W8x67 CONTRACTOR TO FOLLOW THE MANUFACTURERS ASSEMBLY INSTRUCTIONS PROVIDED BY THERMASTEEL, SUPERSTUD AND DRAGON BOARD. N m STEEL O.M.F. _ COLUMN W8x67 EL O.M.F. BEAM W8x67 B2 -- -- Lo 0 3 n HORIZONTAL STEEL BRACE HSS 5.5x5.549" 2 a' DRAGON BOARD STRUCTURAL SUBFLOOR I STEEL O.M.F. COLUMN WBX67 HORIZONTAL STEEL BRACE HSS 5.5x5.5x 6 STEEL COLUMN W16x57 COLD -FORMED STEEL JOISTS 1200SJx250-97 @ 16" O.C. I— Tfil STEEL BEAM W16x31 HDR 2 L HDR 3 HDR 3 III I I II N STEEL O.M.F STEEL O.M.F BEAM W21x6B COLUMN W21x93 C STEEL O.M.F 3 COLUMN W8x67 BEAM SCHEDULE B1 HSS 8x4x' B2 HSS 8x6x$" DET NTS GENERAL 1.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND NOTIFY THE ENGINEER OF RECORD (EOR) IMMEDIATELY OF ANY DISCREPANCIES AREFOUND 2. WHERE REQUIRED, FOR ADDITIONAL DIMENSIONS SEE ARCHITECTURAL DRAWING 3. THE CONTRACTOR SHALL COORDINATE WITH ALL TRADE ANY ITEMS THAT ARE TO BE INTEGRATED INTO THE STRUCTURAL SYSTEM SUCH AS OPENINGS, PENETRATIONS, MECHANICAL AND ELECTRICAL EQUIPMENT, ETC. GRAVITY LOADS ROOF DEAD LOAD -TABLE C3.1-1A OF 25.55 PSF ASCE7-16 ROOF LIVE LOAD -SECTION 4.8 OF UPPER ROOF 20 PSF ASCE7-16 BALCONY ROOF 50 PSF FLOOR DEAD LOAD- TABLE C3.1-1A OF 52.05 PSF ASCE7-16 FLOOR LIVE LOAD SECTION 4.3.2 OF 40 PSF ASCE7-16 THERMAL STEEL HURRICANE WALL 6.1 PSF PANEL WEIGHT WIND DESIGN DATA BASIC DESIGN WIND SPEED, V- FIG 26.5-1 B OF ASCE7-16 164 MPH ALLOWABLE STRESS DESIGN WIND 127.04 MPH SPEED, Vasd RISK CATEGORY II DESIGN METHOD OF MAIN WIND FORCE MWFRS DIRECTIONAL PROCEDURE RESIST SYSTEM (DIAPHRAGS,WALLS,&OMF) PER CHAPTERS 27 OF ASCE 7-16 DESIGN METHOD OF WALL AND ROOF COMPONENTS AND CLADDING PANELS (OUT OF PLANE WIND) PER CHAPTERS 30 OF ASCE 7-16 WIND EXPOSURE CATEGORY D APPLICABLE INTERNAL WIND PRESSURE 0.18 COEFFICIENT, GCpi - TABLE 26.11-1 OF 0.18 ASCE7-10 VELOCITY PRESSURE, qh - E 26.10-1 OF 72.217 ASCE7-16 DETAILS WIND PRESSURES AND WIND ZONES FOR WALLS AND ROOFS PROVIDED IN SHEET S17 SPECIFICATION OF SUPER STUD SJ 1200SJ250-97 DESIGN THICKNESS 0.1017" MINIMUM THICKNESS 0.0966" MI THICKNESS 97 MILS GAUGE 12 FLANGE WIDTH 2.5" WED DEPTH 12" STIFFENING LIP LENGTHS 5/8" CORROSION PROTECTION G60 STANDARD G90 (AVAILABLE) YIELD STRENGTH 50 KIPS (KSI) MIN. HEADER SCHEDULE HDR1 BOXED 120OS250-97 HDR2 THERMASTEELSTRUCTURAL HEADER PANEL HDR3 BOXED 80OS250-54 HDR4 THERMASTEELSTRUCTURAL HEADER PANEL HDR5 BOXED 120OS250-97 HDR6 BOXED 120OS250-97 2EWS, L= -' 2" OC, TYP. Reviewed for Code compliance Universal Engineering Sciences wri ht c 1 c Inc 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 N*" -MTOO "A,ii E~ 8F •., O 7• NO. 89728 ; Z argr Opp.......... 4r R a , A M LO 00 00 M Q M D 00 N W H a Z) LL En i 1.- co W ~ W D' H U O F IN W M 00 N W O N o- O z LLQ J J W Z 0. OED W W Cn U u) u7Z v LLIp p a 0 W w p O uu- U) U) Q U O Q 1nJ w o 0o 0 o Z Z w Q U) W w U O MN: wre 1. 0. 08/19/2021 D: E. C. PRU- SD 17-20 1. 0. 04. AS SHOWN SHEET SB2- 06 STEEL O.M.F. COLUMN W8X48 HORIZONTAL STEEL BRACE HSS 5.5x5.5x16" t` 0 COLD -FORMED N STEEL JOISTS 1200SJx250-97 @ 16" O.C. 0 C0 STEEL O.M.F COLUMN W8X4E HORIZONTAL STEEL BRACE HSS 5.5x5.5x, "_ 1 26'-9" STEEL O.M.F. BEAM W8x48 N N u STEEL O.M.F. COLUMN W8X48 Faso EL O.M.F. BEAM W8x48 HDR 2 3 26'-9" 101 STEEL O.M.F. BEAM W8X21 HORIZONTAL STEEL BRACE HSS 5.5x5.5xT' STEEL O.M.F. STEEL O.M.F. BEAM W8X48 COLUMN W8x48 i i_ STEEL O.M.F. COLUMN W8X48 HDR 2 HDR 2 L O.M.F. BEAM W8x48 u HORIZONTAL STEEL BRACE HSS 5.5x5.5x7,1' 7"DRAGON BOARD STRUCTURAL SUBFLOOR 2 I STEEL O.M.F. COLUMN W8X48 HORIZONTAL STEEL BRACE HSS 5.5x5.5x;" COLD -FORMED STEEL JOISTS HDR4 HDR4 1200SJx250-97 @ 16" O.C. STEEL O.M.F COLUMN W8x48 1 THIRD FLOOR FRAMING PLAN SCALE: 1 /4"=V-0" hl HDR 4 N N STEEL O.M.F BEAM W8x48 HORIZONTAL STEEL BRACE HSS 5.5x5.5x16" HDR 4 STEEL O.M.F OCOLUMN W8x48 ONTRACTOR TO FOLLOW THE MANUFACTURERS MiSEMBLY INSTRUCTIONS PROVIDED BY THERMASTEEI UPERSTUD AND DRAGON BOARD. N N B2 N STEEL O.M.F BEAM W8x48 5 S16 HORIZONTAL STEEL BRACE HSS 5.5x5.5X73 u C STEEL O.M.F 3) COLUMN W8x48 BEAM SCHEDULE B1 HSS 8x4x-j' B2 HSS 8x6AF GENERAL 1.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND NOTIFY THE ENGINEER OF RECORD (EOR) IMMEDIATELY OF ANY DISCREPANCIES AREFOUND 2. WHERE REQUIRED, FOR ADDITIONAL DIMENSIONS SEE ARCHITECTURAL DRAWING 3. THE CONTRACTOR SHALL COORDINATE WITH ALL TRADE ANY ITEMS THAT ARE TO BE INTEGRATED INTO THE STRUCTURAL SYSTEM SUCH AS OPENINGS, PENETRATIONS, MECHANICAL AND ELECTRICAL EQUIPMENT, ETC. GRAVITY LOADS ROOF DEAD LOAD -TABLE C3.1-1A OF 25.55 PSF ASCE7-16 ROOF LIVE LOAD -SECTION 4.8 OF UPPER ROOF 20 PSF ASCE7-16 BALCONY ROOF 50 PSF FLOOR DEAD LOAD- TABLE C3.1-1A OF 52.05 PSF ASCE7-16 40 PSFFLOORLIVELOADSECTION4.3.2 OF ASCE7-16 THERMAL STEEL HURRICANE WALL 6.1 PSF PANEL WEIGHT WIND DESIGN DATA BASIC DESIGN WIND SPEED, V- FIG 26.5-1B OF ASCE7-16 164 MPH ALLOWABLE STRESS DESIGN WIND 127.04 MPH SPEED, Vasd RISK CATEGORY II DESIGN METHOD OF MAIN WIND FORCE MWFRS DIRECTIONAL PROCEDURE RESIST SYSTEM (DIAPHRAGS,WALLS,&OMF) PER CHAPTERS 27 OF ASCE 7-16 DESIGN METHOD OF WALL AND ROOF COMPONENTS AND CLADDING PANELS (OUT OF PLANE WIND) PER CHAPTERS 30 OF ASCE 7-16 WIND EXPOSURE CATEGORY D APPLICABLE INTERNAL WIND PRESSURE 0.18 COEFFICIENT, GCpi - TABLE 26.11-1 OF 0.18 ASCE7-10 VELOCITY PRESSURE, qh - E 26.10-1 OF 72.217 ASCE7-16 DETAILS WIND PRESSURES AND WIND ZONES FOR WALLS AND ROOFS PROVIDED IN SHEET S17 SPECIFICATION OF SUPER STUD SJ 1200SJ250-97 DESIGN THICKNESS 0.1017" MINIMUM THICKNESS 0.0966" MI THICKNESS 97 MILS GAUGE 12 FLANGE WIDTH 2.5" WED DEPTH 12" STIFFENING LIP LENGTHS 5/8" CORROSION PROTECTION G60 STANDARD G90 AVAILABLE YIELD STRENGTH 50 KSI MIN. HEADER SCHEDULE HDR1 BOXED 120OS250-97 HDR2 THERMASTEEL STRUCTURAL HEADER PANEL HDR3 BOXED 80OS250-54 HDR4 THERMASTEELSTRUCTURAL HEADER PANEL HDR5 BOXED 120OS250-97 HDR6 BOXED 120OS250-97 SIMPSON STRAP C IF REQUIRED. 2-1200SJx250-97 40OT200-54 TRACK AT TOP & BOTTOM 10 S.T SCREWS, L= a' CED @ 12" OC, TYP. Reviewed for code Compliance Universal Engmeering Sciences s wri ht Urc 1 e IIC 154 Kroll Street, #125 Atlanta, GA 30307 404-218-8460 No.89728 ; sIfA .' w STATE OR <f/ ab ilnF40R\DO CM Lo 00 00 m N Q Q N H LL rl- 1- CY) W UJ Of F- Co Co 00 N N W 1'7 Co N l'i N 0 Q>' 0z LL_ JpX J j X m 5 U) U Lo 1) Z M 1i wO ry O LL V) m_: 2 Q O QU) W o Co o Z Z w Q U) LL.I w U O os»i 1.0. DM 08/19/201 DfW- PRW: E.C. SD 17-20 CHO: 1.0. AS SHOWN DETAIL 1: TYPICAL HDR1 SHEET SB2-07 GENERAL 0 0 M 1 26-9" STEEL COLUMN HORIZONTAL BRACE HSS 5.5 COLD-FC STEELJ 1200SJx250-97 @ 11 STEEL C COLUMN ROOF FRAMING PLAN SCALE: 1 /4"=1'-0" HSS 5.5x5.5x 6 T26'-9" fAL STEEL BRACE 5x' DRAGON BOARD STRUCTURAL SUBFLOOR D-FORMED EL JOISTS 1200SJx250-97 6" O.C. 4.F N8x31 13HE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND NOTIFY THE ENGINEER OF RECORD (EOR) IMMEDIATELY OF ANY DISCREPANCIES ARE FOUND 2. WHERE REQUIRED, FOR ADDITIONAL DIMENSIONS SEE ARCHITECTURAL DRAWING 3. THE CONTRACTOR SHALL COORDINATE WITH ALL TRADE ANY ITEMS THAT ARE TO BE INTEGRATED INTO THE STRUCTURAL SYSTEM SUCH AS OPENINGS, PENETRATIONS, MECHANICAL AND ELECTRICAL EQUIPMENT, ETC. GRAVITY LOADS ROOF DEAD LOAD -TABLE C3.1-1A OF 25.55 PSF ASCE7-16 ROOF LIVE LOAD -SECTION 4.8 OF UPPER ROOF 20 PSF ASCE7-16 BALCONY ROOF 50 PSF FLOOR DEAD LOAD- TABLE C3.1-1A OF 52.05 PSF ASCE7-16 FLOOR LIVE LOAD SECTION 4.3.2 OF 40 PSF ASCE7-16 THERMAL STEEL HURRICANE WALL 6.1 PSF PANEL WEIGHT WIND DESIGN DATA BASIC DESIGN WIND SPEED, V- FIG 26.5-1B OF ASCE7-16 164 MPH ALLOWABLE STRESS DESIGN WIND 127.04 MPH SPEED, Vasd RISK CATEGORY II DESIGN METHOD OF MAIN WIND FORCE MWFRS DIRECTIONAL PROCEDURE RESIST SYSTEM (DIAPHRAGS,WALLS,&OMF) PER CHAPTERS 27 OF ASCE 7-16 DESIGN METHOD OF WALL AND ROOF COMPONENTS AND CLADDING PANELS (OUT OF PLANE WIND) PER CHAPTERS 30 OF ASCE 7-16 WIND EXPOSURE CATEGORY D APPLICABLE INTERNAL WIND PRESSURE 0.18 COEFFICIENT, GCpi - TABLE 26.11-1 OF 0.18 ASCE7-10 VELOCITY PRESSURE, qh - E 26.10-1 OF 72.217 ASCE7-16 DETAILS WIND PRESSURES AND WIND ZONES FOR WALLS AND ROOFS PROVIDED IN SHEET S17 SPECIFICATION OF SUPER STUD SJ 1200SJ250-97 DESIGN THICKNESS 0.1017" MINIMUM THICKNESS 0.0966" MI THICKNESS 97 MILS GAUGE 12 FLANGE WIDTH 2.5" WED DEPTH 1 12" STIFFENING LIP LENGTHS 5/8" CORROSION PROTECTION G60 STANDARD G90 AVAILABLE YIELD STRENGTH 50 KSI MIN. HEADER SCHEDULE HDR1 BOXED 120OS250-97 HDR2 THERMASTEELSTRUCTURAL HEADER PANEL HDR3 BOXED 80OS250-54 HDR4 THERMASTEELSTRUCTURAL HEADER PANEL HDR5 BOXED 120OS250-97 HDR6 BOXED 120OS250-97 i N 9 wri ,ht Rarhifec 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 io No. 89728 87q 9 I•Zc' c of ryl"•'•ORIDA,. r • co Lo 00 00 co N r 14 Q co co N CD m m M 00 N w z N p Q z F— 12- Q x LL Jw O O fnry 0 07 U r0 z v w c) O oQ EE w Lu OuO cn Q DU oQ o W m o Z Z W Q to W w U O DSWI DATE 1.0. 1 08/19/2021 I E.C. I LSD 17-20 ' CONTRACTOR TO FOLLOW THE MANUFACTURERS ASSEMBLY INSTRUCTIONS PROVIDED BY THERMASTEEL, SUPERSTUD AND DRAGON BOARD. Reviewed for Code CompFencesoscmrtms cI O. 1 AS SHOWN 1 SHEET SB2-08 0 N 0 0 M C C C Q 26'-9" GARAGE WALL PLAN SCALE: 1 /4"=V-0" 26'-9" 0 GENERAL 13HE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND NOTIFY THE ENGINEER OF RECORD (EOR) IMMEDIATELY OF ANY DISCREPANCIES AREFOUND 2. WHERE REQUIRED, FOR ADDITIONAL DIMENSIONS SEE ARCHITECTURAL DRAWING 3. THE CONTRACTOR SHALL COORDINATE WITH ALL TRADE ANY ITEMS THAT ARE TO BE INTEGRATED INTO THE STRUCTURAL SYSTEM SUCH AS OPENINGS, PENETRATIONS, MECHANICAL AND ELECTRICAL EQUIPMENT, ETC. CONCRETE SPECIFICATIONS PER SECTIONS 19.3.1 & 19.3.2 OF ACI 318-14: 1. ASTM DESIGNATION: C94, MINIMUM 28 DAYS COMPRESSIVE PECIFIED STRENGTH FOR FOUNDATION = 4,000 PSI. 2. CONCRETE EXPOSURE CLASS: S1. 3. CEMENT: ASTM C150 TYPE II, AGGREGATE: ASTM C33, MAXIMUM SLUMP = 5 INCHES. 4. MAXIMUM WATER/CONTENTIOUS RATIO: 0.50 5. REINFORCING STEEL ASTM DESIGNATION A615 GRADE 40 FOR # 3 AND SMALLER REBAR AND GRADE 60 FOR # 4 AND LARGER ( PREFERABLE EPDXY COATED) . WIND DESIGN DATA BASIC DESIGN WIND SPEED, V- FIG 26.5-1 B OF ASCE7-16 164 MPH ALLOWABLE STRESS DESIGN WIND 127.04 MPHSPEED, Vasd RISK CATEGORY II DESIGN METHOD OF MAIN WIND FORCE MWFRS DIRECTIONAL PROCEDURE RESIST SYSTEM (DIAPHRAG S,WALLS,&OMF) PER CHAPTERS 27 OF ASCE 7-16 DESIGN METHOD OF WALL AND ROOF COMPONENTS AND CLADDING PANELS ( OUT OF PLANE WIND) PER CHAPTERS 30 OF ASCE 7-16 WIND EXPOSURE CATEGORY D APPLICABLE INTERNAL WIND PRESSURE 0.18 COEFFICIENT, GCpi - TABLE 26.11-1 OF 0.18 ASCE7- 10 VELOCITY PRESSURE, qh- E 26A0-1 OF 72.217 ASCE7- 16 DETAILS WIND PRESSURES AND WIND ZONES FOR WALLS AND ROOFS PROVIDED IN SHEET S17 CONCRETE COLUMN SCHEDULE MARK HEIGHT WIDTH DEPTH REINFORCEMENT Cl 9' 15" 18" 10 # 6 - TIES #4 @6" O.C. C2 9' 16" 30" 12 # 6 - TIES #4 @6" O.C. C3 9' 14" 26" 12 # 6 - TIES #4 @6" O.C. BEAM SCHEDULE MARK LENGTH WIDTH DEPTH REINFORCEMENT B2 20' 4" 14" 18" 4- # 5 TOP 445 BOTTOM - TIES #4 @ 6" O.C. B3 24' 9" 14" 18" 4- # 5 TOP 445 BOTTOM - TIES #4 @ 6" O.C. B4 8' 4" 14" 18" 4- # 5 TOP 445 BOTTOM - TIES #4 @ 6" O.C. LB5 5' 0" 11" 24" 3- # 5 TOP 345 BOTTOM - TIES #4 @ 6" O.C. LB5 3' 0" 5.5" 24" 2- # 5 TOP 245 BOTTOM WALL SCHEDULE MARK HEIGHT WIDTH REINFORCEMENT TYPE RC1 91 5 5„ 5 VERTICAL REBAR @ 16" O.C. AT CENTER OF WALL 2# 4 HORIZONTAL @ 18" O.C. CONTINUOUS RC2 9' 1 111- 2 # 5 VERTICAL REBAR @ 16" O.C. AT EDGE OF WALL 2# 4 HORIZONTAL @ 18" O.C. CONTINUOUS Reed for Code CompMance 93UniversalEngineermSciences I P, wri ht arhi e Iic 154 Krog Street, #175 Atlanta, GA 30307 404- 218.8460 MCENgF p' NO. 89728 '.3. SrA' rk of to d• M u') CD 00 M N r lQ M 00 rn H Z) LL 07 rl- F CM W W 1 U) M 2 o0 F- N N LU F- 00 Z N J NW IIZ Q F) w i W m Q U) C) Z v W M 0 cl z w v O O LLi U) Fl 2 n O U WZ o Z Lu w fn w v O om: DATE 1. 0. 08/19/2021 DRM FM: E. C. SD 17-20 CHM. 1. 0. SCALE AS SHOWN SHEET SB2- 091 i 0 N 0 M 1 26-9" t I: 1 . HORIZONTAL cc HSS 5.5x5.5xle, I' SW B-21 B y 1 - ml " SW C-21 B G 1 SECOND FLOOR WALL PLAN SCALE: 1 /4"=V-0" BRACE STEEL O.M,F. COLUMN W8X48 STEEL O.M.F. W8X48 STEEL O.M.F. W8X48 Win1W u llnl¢ :1 111111 rno 9119 •• N (Nd1 N STEEL O.M.F. BEAM W8X21 3 26'-9" 141 STEEL O.M.F. W8X48 SEE SIMPSON HOLD-DOWN SCHEDULE BELOW, TYP. STEEL O.M.F W8X48 B SW B-21 B SW C-21 HORIZONTAL STEEL BRACE HSS 5.5x5.5x' NM Nr1 I Nth 1 d7 to2 1 STEEL O.M.F. W8X48 STEEL O.M.F. W8X48 i THERMASTEEL WALL ALL THERMASTEEL NON -BEARING WALLS: 1- 3.5" WALL: INTERNAL PANEL SYSTEM T & G) 3.5" THICK, GAUGE 20 MINIMUM, STIFFENERS ( STUDS) @ 24" O.C, EPS DENSITY 1.5 PCF. 2- 5.5" WALL: INTERNAL PANEL SYSTEM T & G) 5.5" THICK, GAUGE 20 MINIMUM, STIFFENERS ( STUDS) @ 24" O.C, EPS DENSITY 1.5 PCF. ALL THERMASTEEL BEARING WALLS: PER SHEAR WALL SCHEDULE. GENERAL 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND NOTIFY THE ENGINEER OF RECORD (EOR) IMMEDIATELY OF ANY DISCREPANCIES ARE FOUND 2. WHERE REQUIRED, FOR ADDITIONAL DIMENSIONS SEE ARCHITECTURAL DRAWING 3. THE CONTRACTOR SHALL COORDINATE WITH ALL TRADE ANY ITEMS THAT ARE TO BE INTEGRATED INTO THE STRUCTURAL SYSTEM SUCH AS OPENINGS, PENETRATIONS, MECHANICAL AND ELECTRICAL EQUIPMENT, ETC. WIND DESIGN DATA BASIC DESIGN WIND SPEED, V- FIG 26. 5-1B OF ASCE7-16 164 MPH ALLOWABLE STRESS DESIGN WIND 127.04 MPH SPEED, Vasd RISK CATEGORY II DESIGN METHOD OF MAIN WIND FORCE MWFRS DIRECTIONAL PROCEDURE RESIST SYSTEM (DIAPHRAGS,WALLS,&OMF) PER CHAPTERS 27 OF ASCE 7-16 DESIGN METHOD OF WALL AND ROOF COMPONENTS AND CLADDING PANELS ( OUT OF PLANE WIND) PER CHAPTERS 30 OF ASCE 7-16 WIND EXPOSURE CATEGORY D APPLICABLE INTERNAL WIND PRESSURE 0.18 COEFFICIENT, GCpi -TABLE 26.11-1 OF 0.18 ASCE7- 10 VELOCITY PRESSURE, qh - E 26.10-1 OF 72.217 ASCE7- 16 DETAILS WIND PRESSURES AND WIND ZONES FOR WALLS AND ROOFS PROVIDED IN SHEET S17 STRUCTURAL WALL SCHEDULE -SEE S16 FOR TYPICAL DETAIL* MATERIAL & FRAMING BOTTOM & TOP TRACKS, & MARK ATTACHMENT THERMASTEEL 5 1/2" EXTERNAL STANDARD 18 GAUGE BOTTOM SW 1-21 & SW 3-21 HURRICANE PANELS , GAUGE 16 MINIMUM, TRACK WITH 1-1/4" LEG, ATTACHED STIFFENERS ( STUDS) MOVING SIDE 1-3/8", WITH 2-#10"-3/4" TECHNICAL STATIONARY SIDE 16" ON CENTER, EPS SCREWS @ EACH STUD EACH SIDE DENSITY 1.5 PCF. 12'- 0" HIGH* THERMASTEEL 3 1/2" INTERNAL HURRICANE STANDARD 18 GAUGE BOTTOM PANELS, GAUGE 16 MINIMUM, STIFFENERS TRACK WITH 1-1/4" LEG, ATTACHED SW 2-21 STUDS) MOVING SIDE 1-3/8", STATIONARY WITH 2410"-3/4" TECHNICAL SIDE 16" ON CENTER, EPS DENSITY 1.5 PCF. SCREWS @ EACH STUD EACH SIDE 12'- 0" HIGH*, TTHERMASTEEL 5 1/2" INTERNAL HURRICANE STANDARD 18 GAUGE BOTTOM PANELS, GAUGE 16 MINIMUM, STIFFENERS TRACK WITH 1-1/4" LEG, ATTACHED SW B-21 & SW C-21 STUDS) MOVING SIDE 1-3/8", STATIONARY WITH 2410"-3/4" TECHNICAL SIDE 16" ON CENTER, EPS DENSITY 1.5 PCF. SCREWS @ EACH STUD EACH SIDE 12'- 0" HIGH* INSTALL HOLD-DOWN "B11 @ 3611 ON ALL SHEAR WALLS, REFER TO HOLD- DOWN SPECIFICATION HOLD- DOWN SPECIFICATION MARK I SPECIFICATION SIMPSON STRONG TIE MODEL SIMPSON STRONG TIE B MSTC-28, GAUGE 16 MINIMUM, ZINC COATED OR GALVANIZED, STUD GAUGE 20 MINIMUM SPACING @ 36" O.C, FASTENERS 30 # 10 SCREWS Reviewed for Code Compliance Universal Engineering 91SciencesNOTE ALL HARDWARE ATTACHMENTS, FASTENERS, RODS, BOLTS AND HOLD DOWNS TO BE ZINC -COATED OR GALVANIZED PER MANUFACTURERS SPECIFICATIONS. THERMASTEEL MINIMUM SHEAR VALUES THERMASTEEL TO PROVIDE EXTERNAL HURRICANE PANELS TO RESIST IN -PLANE SHEAR 439 PLF AND OUT OF PLANE SHEAR 82 PSF. THERMASTEEL TO PROVIDE INTERNAL HURRICANE PANELS TO RESIST IN -PLANE SHEAR 439 PLF. CONTINUITY OF SHEAR HOLD- DOWN DEVICES MUST STACK UP VERTI(ALLY WITH MAX OFFSET OF T-0", IF ANY. wri ht Rarmf chncIIC 154 Krog Street, #125 Atlanta, GA 30307 404- 218-8460 Nam• aa YB '; y e; * z SrA fL. Oln t R)DAF M Lo M M ce) Q d' 4 M co D W U) I— co W W 1 M U) _ M 00 N J rN0- 0 Z~ u-Q W 50- 0 m C) W W n VJ U Lo LoZ v W Q o¢ 0 U) z ry O O H 2 n D U Q O WQ J om W C o z Z W a U) W w U O D": aTE 1. 0. 08/19/2021 om . FW: E. C. SD 17-20 cm: 1. 0. srue AS SHOWN SHEET SB2- 1 1 i 0 N o_ 0 co 1 S13 0 26'-9" i ml pu 711 i I CTGFI n RA F Q 26'-9" 1 J 1 CCL U.M.F. VVV^J I 2 ,J THIRD FLOOR WALL PLAN SCALE: 1 /4"=V-0" THERMASTEEL WALL ALL THERMASTEEL NON -BEARING WALLS: 1- 3.5" WALL: INTERNAL PANEL SYSTEM T & G) 3.5" THICK, GAUGE 20 MINIMUM, STIFFENERS (STUDS) @ 24" O.C, EPS DENSITY 1.5 PCF. 2- 5.5" WALL: INTERNAL PANEL SYSTEM T & G) 5.5" THICK, GAUGE 20 MINIMUM, STIFFENERS (STUDS) @ 24" O.C, EPS DENSITY 1.5 PCF. ALL THERMASTEEL BEARING WALLS: PER SHEAR WALL SCHEDULE. Kol HORIZONTAL STEEL BRACE HSS 5.5x5.5x 6 0 GENERAL 13HE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND NOTIFY THE ENGINEER OF RECORD (EOR) IMMEDIATELY OF ANY DISCREPANCIES AREFOUND 2. WHERE REQUIRED, FOR ADDITIONAL DIMENSIONS SEE ARCHITECTURAL DRAWING 3. THE CONTRACTOR SHALL COORDINATE WITH ALL TRADE ANY ITEMS THAT ARE TO BE INTEGRATED INTO THE STRUCTURAL SYSTEM SUCH AS OPENINGS, PENETRATIONS, MECHANICAL AND ELECTRICAL EQUIPMENT, ETC. WIND DESIGN DATA BASIC DESIGN WIND SPEED, V- FIG 26.5-1 B OF ASCE7-16 164 MPH ALLOWABLE STRESS DESIGN WIND 127.04 MPH SPEED, Vasd RISK CATEGORY II DESIGN METHOD OF MAIN WIND FORCE MWFRS DIRECTIONAL PROCEDURE RESIST SYSTEM (DIAPHRAGS,WALLS,&OMF) PER CHAPTERS 27 OF ASCE 7-16 DESIGN METHOD OF WALL AND ROOF COMPONENTS AND CLADDING PANELS (OUT OF PLANE WIND) PER CHAPTERS 30 OF ASCE 7-16 WIND EXPOSURE CATEGORY D APPLICABLE INTERNAL WIND PRESSURE 0.18 COEFFICIENT, GCpi - TABLE 26.11-1 OF 0.18 ASCE7-10 VELOCITY PRESSURE, qh - E 26.10-1 OF 72.217 ASCE7-16 DETAILS WIND PRESSURES AND WIND ZONES FOR WALLS AND ROOFS PROVIDED IN SHEET S17 STRUCTURAL WALL SCHEDULE -SEE S16 FOR TYPICAL DETAIL* MATERIAL & FRAMING BOTTOM & TOP TRACKS & MARK ATTACHMENT THERMASTEEL 5 1/2" EXTERNAL STANDARD 18 GAUGE BOTTOM HURRICANE PANELS , GAUGE 16 MINIMUM, TRACK WITH 1-1/4" LEG, ATTACHED STIFFENERS (STUDS) MOVING SIDE 1-3/8", WITH 2-#10"-3/4" TECHNICAL SW 1-31 & SW 3-31 STATIONARY SIDE 16" ON CENTER, EPS SCREWS @ EACH STUD EACH SIDE DENSITY 1.5 PCF. 12'- 0" HIGH* THERMASTEEL 3 1/2" INTERNAL HURRICANE STANDARD 18 GAUGE BOTTOM PANELS, GAUGE 16 MINIMUM, STIFFENERS TRACK WITH 1-1/4" LEG, ATTACHED STUDS) MOVING SIDE 1-3/8", STATIONARY WITH 2-#10"-3/4" TECHNICAL SW 2-31 SIDE 16" ON CENTER, EPS DENSITY 1.5 PCF. SCREWS @ EACH STUD EACH SIDE 12'- 0" HIGH*, THERMASTEEL 5 1/2" EXTERNAL HURRICANE STANDARD 18 GAUGE BOTTOM PANELS , GAUGE 16 MINIMUM, STIFFENERS TRACK WITH 1-1/4" LEG, ATTACHED STUDS) MOVING SIDE 1-3/8", STATIONARY WITH 2-#10"-3/4" TECHNICAL SW 2-33 SIDE 16" ON CENTER, EPS DENSITY 1.5 PCF. SCREWS @ EACH STUD EACH SIDE 12'- 0" HIGH* TTHERMASTEEL 5 1/2" INTERNAL HURRICANE STANDARD 18 GAUGE BOTTOM PANELS, GAUGE 16 MINIMUM, STIFFENERS TRACK WITH 1-1/4" LEG, ATTACHED SW B-31 & SW C-31 STUDS) MOVING SIDE 1-3/8", STATIONARY WITH 2410"-3/4" TECHNICAL SIDE 16" ON CENTER, EPS DENSITY 1.5 PCF. SCREWS @ EACH STUD EACH SIDE 12'- 0" HIGH* INSTALL HOLD-DOWN "B" @ 3611 ON ALL SHEAR WALLS, REFER TO HOLD-DOWN SPECIFICATION HOLD-DOWN SPECIFICATION MARK SPECIFICATION SIMPSON STRONG TIE MODEL SIMPSON STRONG TIE B MSTC-28, GAUGE 16 MINIMUM, ZINC COATED OR GALVANIZED, STUD GAUGE 20 MINIMUM SPACING @ 36" O.G, FASTENERS 30 # 10 SCREWS NOTE ALL HARDWARE ATTACHMENTS, FASTENERS, RODS, BOLTS AND HOLD DOWNS TO BE ZINC -COATED OR GALVANIZED PER MANUFACTURERS SPECIFICATIONS. THERMASTEEL MINIMUM SHEAR VALUES THERMASTEEL TO PROVIDE EXTERNAL HURRICANE PANELS TO RESIST IN -PLANE SHEAR 238 PLF AND OUT OF PLANE SHEAR 82 PSF. THERMASTEEL TO PROVIDE INTERNAL HURRICANE PANELS TO RESIST IN -PLANE SHEAR 238 PLF. CONTINUITY OF SHEAR f VuuA d I 9 wriciht Raraif chicIIC 154 Krog Street, #125 Attanta, GA 30307 404- 2184460 uuu11//// M10HA4fjO i 110EN8F . Oa NO- 8 728 STATEOF N w N IZ Z ~ w J Jm W Z w 0 U) W J 0 Q W U O d CD Lo 00 oo M N Q I M 00 N Lu CO I— L- cl) r- I = co W W 1 U) M 2 °O N d0) N W F- M 00 r r L0 rncM o a 0 ZU 0LL O U Q W10 0 [ 0w U) z w o": anh I.O. 08/19/2021 mw.. pm: E.C. SD 17-20 CHM(.0. AS SHOWN SHEET SB2- 12 HOLD-DOWN DEVICES MUST STACK UP VERTICALLY` WITH MAX OFFSET OF 3' 0", IF ANY. 2 Z SB1-14 SB1-14 W8x31 W8x31 ROOF sB1-1 a W8x31 W8x31 ROOF. 1 SB1-14 W8x31 W8x31 W8x31 4 W8x31 W8x31 W8x31 SB1-14 W8x48 W8x48 4 S61-14 THIRD FLooR. 3 W8x48 W8x48 J SB1-14 wri htTHIRDFLOOR. o 3 rJ _ SB1-14 W8x48 W8x48 W8pp++ x48 aref oW8x48W8x48W8x4816.r h I a c Ilc r 12 12 154 Krog street, #125 SB1-14 B 1-14 6 Atlanta, GA 30307 W21 x68 W21 x68 SB1-14 404-218-WO SECOND FLOOR. 5 W8x76 W8x76 SB1- 14 SECOND FLOOR. _ 7 W21 X93 W8X67 W21 X93 W8x76 W8x76 W8x76m t No. 89728 16" X18" RC 16"X18" RC S61-14 10 :'•. Fko7Rgp f`r BEAM BEAM sB1-1a "`+%.::• ••• " MAIN FLOOR. 16"X18" R 16"X18" R BEAM BEAM MAIN FLOOR. 16" x30" RC 16"x30" RC 16"x30" RCCD r 10 5 X18 RC 15 X1 B1 1a M COLUMN COLUMN COLUMN Lo 15" X18" RC " " 8" RC M COLUMN COLUMN COLUMN ' QfV GROUND FLOOR. w. M v gfa kN3 r'c4 r'* CO o.,... a ,: i, s - m,.. ..... ,_ . .. .,,.,. ,, ...... ri ,a„ >w,.. _:i. uFOia` fie. a tv- Ii ... -._._ GR OUND FLOOR0 77777,' iI- LL ORDINARY STEEL MOMENT FRAME 1 ORDINARY. STEEL MOMENT FRAME z w OSCALE 3/ 16" = 1'-0" S13 O SCALE 3/16" = 1' 0" S13 ( y I- C _] C 00 0D N auWf- M co HORIZONTAL STEELBRACEHSS 5.5x5. 5xT3,' 9 — sB1- 1 a W8x48 W8x48 VV8x48 W8x48 13 5 W Z N W -- THIRD S14 S14 Q SB1-14 W16x31 V/21x68 z W W8x48 W8x48 W8x48 _ J w J s W8x76 W16x57 COLD -FORMED STEEL m ui SB1-14 JOISTS 1200SJx250-97 @ - Q W8x76 W8x76 16" O.C. ® in [ ILL SEC 7 SB1-14 14 S81- 14 W8x76 W8x76 W8x76 W 26 X12 RC 11" REINFORCED V 0') COLUMN CONCRETE WALL W 10 0 o a SB1-14 ( n zQ 10 w0SB1-14 _ O LLL. MAIN FLOOR. 10 S81-14 T n u n n n n - 0 Q 6 x1sRCQ1X18RCLLJ16X18RC16.X 18 RC 16 J r COLUMN ]COLUMN COLUMN COLUMN Z w Q ojW W GROUND FLOOR. 71 s u r egti a.P- a >- - _,w e:.., •i.> a .x i „ a a+.w ., <,. n.-.v w a s;a ,, ,- t>,n :,cu ,a. , . ,...:.v s 4 .5b,tm.a., D90N: DATE 1.0. 08/19/2021 o1 PRml. E.C. SD 17-20 OHM. 0. AS SHOWN O ORDINARY STEEL MOMENT FRAME e ®CANTILEVERED STEEL BEAM DETAIL e R ° SHEET 1'- 0" S13 SCALE 1/4" = 1'-0" S13 UNvwsMEngi "rft SCALE 3/ 16" 5 SB2-13' PLATE 0.75"x8o"x14 ()" A572 Gr.50 PLATE 0.75"x8.0"xl4.0" A572 Gr.50 PLATE 0.75"x8.0"xl5o" A572 Gr.50 PLATE 0.75"x8.0"xl5.0" A572 Gr.50 OMF COLUMN W 8x67 OMF COLUMN W 8x31 OMF COLUMN W 8x67 PJP WELD TYP. EACH OMF COLUMN W 8x31 PJP WELD TYP. EACH PJP WELD TYP. EACH SIDE PLATE 0.75"x8.0"x15.0" A572 Gr.50 pip WELD TYP. EACH PLATE 0.75"z8.0"x14.0" A572 Gr.50 SIDE SIDE SIDE PJP WELD TYP. EACH - SIDE WELD TYP. EACHPJPWELDTYP. EACH pJp WILD TYP. EACH PJP WELD TYP. EACH PJP WELD TYP. EACH SIDE ® SIDE OMF COLUMN W8x67 SIDE SIDE " 0 ® 4- 7/8" BOLTS A325-Nki SIDE ® OMF COLUMN WSx31 SIDE4114- 7/8" BOLTS A325-N 0 * 150' ' 4-718" BOLTS A325-N OMF BEAM W Sz67 4- 7/8" BOLTS A325-N OMF BEAM W 8x31 0 OMF BEAM W8x67 OMF BEAM W 8x31Ww OMF BEAM W 8x67 OMF BEAM W 8x31 4- 7/8" BOLTS A325-N 4- 718" BOLTS A325-N Front View Detail Side view Front view Top view Front View Detail Side view Front view Top view E OMF DETAILS 1 OMF DETAILS e SCALE: N.T.S. S14 SCALE: N.T.S. S14 PLATE 0.75" x8.0"x14 0" A572 Gr.50 PLATE 0.75"x8.0"xl4.0" A572 Gr.50 PLATE 0.75"x8.0"x14.5" A572 Gr.50 PLATE 0.75"x8.0"x14.5" A572 Gr.50 OMF COLUMN W 8x48 OMF COLUMN W 8x48 w r i htOMFCOLUMNW $x31 PJP WELD TYP. EACH PJP WELD TYP. EACH PLATE 0.7S"x8.0"x14.5" A572 Gr.50 OMF COLUMN W 8x31 PJP WELD TYP. EACH SIDEpJpWELDTYP. EACH PLATE 0.75"x8.0"x14.0" A572 Gr.50 SIDE SIDE SIDE „ 114 PJP WELD TYP. EACH PJP WELD TYP. EACH PJP WELD TVP. EACH PJP WELD TYP. EACH PJP WELD TYP. EACH PJP WELD TYP. EACH/' /' SIDE SIDE OMF COLUMN W8x31 SIDE „ SIDE ® SIDE OMF COLUMN W8x48 SIDEo/r C r4- 7/8" BOLTS A325-N 4- 7/8" BOLTS A325-N 4 7t OMFOBEAMLTS 3W 8x48 r/c h i ecTi`14 5" 0" ®® 4- 7l8" BOLTS A325-N OMF BEAM W 8x31 OMF BEAM W8x48 IIC OMF BEAM W 8x31 ® OMF BEAM W 8x48OMFBEAMW8x314- 7/8" BOLTS A325-NAtl nta,Krog Street, Atlanta, GA 30307 4- 718" BOLTS A325-N Front View Detail Side view Front view Top view Front View Detail Side view Front view Top view 404-218-8460 OMF DETAILS 2 OMF DETAILS se514SCALE: N.T.S. S14 `.vMOHA4j, SCALE: N.T.S. MFO PLATE 0.75"x8.0"x14.5" A572 Gr.50 PLATE 0.75°x8.0"x14.5" A572 Gr.50PLATE 0.75"x8.0"z14.5" A572 Gr.50 PLATE 0.75"x8.0"x14.5" A572 Gr.50 ` N 7f IFNO. 89IP 728 •• OMF COLUMN W 8x48 PJP WELD TYP. EACH OMF COLUMN W 8x48 Pip WELD TYP. EACH .0 ' OMF COLUMN W 8x48 PLATE 0.75"x8.0"x14.5" A572 Gr.50 S OMF COLUMN W 8x48 PJp WELD TYP. EACH PJP WELD TYP. EACH PLATE 0.75"z8.0"xl4.5" A572 Gr.50 SIDE SIDE TE I SIDE SIDE PJP WELD TYP. EACH PJP WELD TYP. EACH PJP WELD TYP. EACH PJP WELD TYP. EACH T..LTSP WELD TYP. EACH PJP WELD TYP. EACH +1, $i OF SIDE ® E OMF COLUMN W 8x48 SIDE j '(N '•.!L' SIDE SIDE OMF COLUMN W 8x48 " ®'® y fA •. ORIDA 11 4- 7SIDE A325-N 4- 718" BOLTS A325-N 4fk"',14 5 4- 7/8" BOLTS A325-N M W 8x48 0 0 14 5 4- 7/325-N OMF BEAM W 8x48 (fN1 Er 0 OMF BEAM W 8x48 OMF BEAM W 8x48 ®jjj 7OMFBEAMW 8x48 OMF BEAM W 8x48 4- 7/8" BOLTS A325-N OLTS A325-N Front View Detail Side view Front view Top view Front View Detail Side view Front view Top view m OMF DETAILS s 00 OMF DETAILS 9 ( 00 r S14 SCALE: N.T.S. S14 s116 REACH SIDEOUBLE TYP. Q SCALE: N.T.S. N DOUBLE FILLET TYP. OMF COLUMN W 8x67 5116 EACH SIDE PJP WELD TYP. EACH C C'7PLATE 0.75"x8o"x14.5" A572 Gr.50 PLATE 0.75"x8o"x145' A572 Gr.50 PLATE 2"xl5"x18" A36 OMF COLUMN W 8x67 OMF COLUMN W 8x67 5116 SIDE DOUBLE FILLET TYP. 00 5/ 16 EACH SIDE 4- 1" A449-N ANCHOR 4- 1" A449-N ANCHOR >- 04 OMF COLUMN W 8x48 OMF COLUMN W 8z48 PJP WELD TYP. EACH „ 15" PLATE 2"x18"z15" A36 RODS, MIN. 12" PLATE 2"z14"xl8" A36 ODS, MIN. 12" Pip WELD TYP. EACH PLATE 0.75"x8.0"xl4.5" A572 Gr.50 CONCRETE EMBEDMENT SIDE SIDE CONCRETE EMBEDMENT Pip WELD TYP. EACH PJP WELD TYP. EACH Pip WELD TYP. EACH ` W SIDE SIDE OMF COLUMN W 8x48 SIDE 4- 1" A449-N ANCHOR REINFORCED CONCRETE REINFORCED CONCRETE I -- it RODS COLUMN 18"x15" COLUMN 18"xl4" 4- 718" BOLTS A325-N 1 e U 4- 7/8" BOLTS A325-N OMF BEAM W 8x48 OMF BEAM W 8x48 OMF BEAM W 8x48 W 4- 7/8" BOLTS A325-N " W rI Cr Front View Detail Side view Front view Top view Front View Detail Top view Side view Left view OMF DETAILS 10 rn00 OMF DETAILS 4 e DOUBLE FILLET TYP. N PLATE 0.75"z8.0"x27.1' A572 Gr.50 S14 a F- 1N SCALE: N.T.S. S14 5/16 DOUBLE FILLET TYP. SCALE: N.T.S. EACH SIDE OMF COLUMN W 8x48 „ OMF COLUMN W 21x93 5(16 EACH SIDE PJP WELD TYP. EACH PLATE 0.38"x7.86"x15" A572 Gr.50 " PLATE 2"xl6"x30" A36 DOUBLE FILLET TYP. OMF COLUMN W 21x93 LLI W 7( 2) PLATE o44"x7.13"x3.92" A572 GrSG EACH SIDE SIDE EACH SIDE II- PJP BEAM W 16z31 5/ 16 PJP WELD TYP. EACH W PJP WELD TYP. EACH Pip WELD TYP. EACH 4- 7/8" BOLTS A325-N OMF COLUMN W 21 X93 5/16 SIDE /fryl p) SIDE SIDE \.{.LJ 2) PLATE 0.44"x7.i3"x3.92" A572 Gr.50 EACH SIDE M DOUBLE FILLET TYP. 4- 1" A449-N ANCHOR 4- 7" ,MIN. ANCHOR 00 W8X48 A992 4- 7/8" BOLTS A325-N STEEL BEAM W 16x31 EACH SIDE PLATE 2"xl6''x30" A36 RODS, MIN. 12" PLATE 2"xl6"x30" A36 RODS, MIN. 12" C 4) 7/8" A490-N PLATE 0.75"x8.0"x27. i' A572 Gr.50 5/16 CONCRETE EMBEDMENT CONCRETE EMBEDMENT 3 P0. 38x7.86x15.02 A36 PJP WELD TYP. EACH PJP WELD TYP. EACH REINFORCED CONCRETE SIDE SIDE 4 1" A449-N ANCHOR REINFORCED OLUMCONCRETECOLUMN 16"x30" W16X31 A992 5/16 WELD TYP. EACH 4- 7/8" BOLTS A325-N RODS COLUMN 16"x30" ° c ° OMFBEAMW2lx68SIDEPJP WELD TYP. EACH OMF BEAM W 8x48 SIDE Pip WELD TYP. EACH ^ 1 SIDE OMF COLUMN W 8x48 4- 7/8" BOLTS A325-N 5116 WELD TYP. EACH " SIDE Side view W z 5116 DOUBLE FILLET TYP. Side view-1 To view Front View Detail Top View Left view N W _j EACH SIDE PLATE 0.75"x8.0"x27.1" A572 Gr.50 Side view-2 OMF COLUMN W 8x48 OMF DETAILS Q Z0SIDE Pip WELDTYP. EACH r O W X WPJPWELD TYP. EACH SCALE: N. T.S. W J SIDE J PLATE 0. 75"x8.0"x27.1"A572 Gr.50 PLATE 0.75"x8.0"x27.1"A572 Gr.50 W OMF COLUMN W 21X93 Pip OMF COLUMN W 21X93 Pip WELD TYP. EACH CO W 5 1 OMF BEAM W 21X SIDE WELD TYP. EACH SIDE 2 3$ 4- 7/ 8" BOLTS A325-N PJP WELD TYP. EACH Pip WELD TYP. EACH SIDE ® SIDE LL 4- 7/ 8" BOLTS A325-N PLATE 0.75"x8.0"x27.1" A572 Gr.50 OMF DETAILS PJP WELD TYP. EACH OMF BEAMW21X27.1" OMF COLUMN W21X93 SIDE SCALE: N. T.S. S14 Front view AO OMF BEAM W21 X68 W 4- 7/8" BOLTSA325-N PLATE 0. 75"x8.0"x 15.0" A572 Gr.50 PLATE o75°x8.0"x15.0" A572 Gr.50 ® " OMF BEAM W 21XGB Z OMF COLUMN W 8x67 M OMF COLUMN W 8x67 Pip WELD TYP. EACH PJP WELD TYP. EACH PLATE 0.75"x8.0"z15.0" A572 Gr.50 4- 7(8" BOLTS A325-N TO W d' SIDE SIDE Front View Detail Side view Front view Top view Q 0 0 PJP WELD TYP. EACH PJP WELD TYP. EACH ''/^ SIDE SIDE OMF COLUMN W8x67 VJ Q 00 4- 7/ 8" BOLTS A325-N O M F DETAILS 12 W W o 15.0" 4- 7/8" BOLTS A325-N OMF BEAM W 8x67 514 O LL OMF BEAM W 8x67 SCALE: N. T.S. OMF BEAM W 8x67 '^ 4- 7/ 8" BOLTS A325-N V J Front view Top VIBW PLATE 0. 75"x7.0"x21.9" A572 Gr.50 PLATE 0.75"z7.0"x21.9" A572 Gr.50 Q Front View Detail Side view I W STEEL COLUMN W 16x57 Pip WELD TYP. EACH STEEL COLUMN W 16X57 WELD TYP. EACH / f1 O Z OMF DETAILSeSIDESIDEVS14DOUBLE FILLET TYP. 7" PJP WELD TYP. EACH PJP WELD TYP. EACH Z 0 W SCALE: N. T.S. 5116 EACH SIDE ® SIDE ® ! SIDE PLATE 0.75"x7.0"x21.9" A572 Gr.50 Z OMF COLUMN W 16x57 DOUBLE FILLET TYP. OMF COLUMN W 16x57 PJP WELD TYP. EACH ® W W EACH SIDE SIDE ® STEEL COLUMN W 16X57 PJp WELD TYP. EACH ' ` 3 PLATE 2" xl2"x26" A36 5/16 STEEL BE 4- 718" BOLTS A325-N SIDE v OMF COLUMN W 16X57 5/16 21 9" W 16x31 O RODS, MI N 2NCHOR STEEL 7E L31EAM4- 1" A449-N ANCHOR STEEL BEAM W 16x31 DOUBLE FILLET TYP. PLATE 2"x12"x26" A36 PLATE 2"x12"x26" A36 RODS, MIN. 12" All2 5/16EACHSIDECONCRETEEMBEDMENT CONCRETE EMBEDMENT WON: DATE 4- 7/ 8" BOLTS A325-N LO. 08/19/2021 REINFORCED CONCRETE REINFORCED CONCRETE " ° 4- 1" A449-N ANCHOR COLUMN 12"x26" COLUMN 12"x26" \ 4-718" BOLTS A325-N DRVRI: pgpl; Roos Front view Detail I e view ron view view E,C. SD 17-20 I.O. AS SHOWN Front View Detail Side view Reviewed for Code CMOanoe Top viewL ftview 93universal ,( SHEET OMF DETAILS 14 OMF DETAILS S14 Sciences SB2-14 SCAL SCALE: N. T.S. S14 ROOF. W8x31 CV r FLOOR. SECOND FLOOR. MAIN FLOOR. GROUND FLOOR. SECTION 1 eSCALE:1/2"=1'-0" S15 5/8" TYPE X GYP 3.5" THERMASTEEL PANEL TYP. MSTC-28 HIGH -CAPACITY STRAP @ EACH FACE OF WALL 3.5" THERMASTEEL PANEL SPLIT TOP TRACK 3.5" THERMASTEEL PANEL SPLIT TOP TRACK COLD -FORMED STEEL JOISTS 1200SJx250-97 @ 16" O.C. COLD -FORMED STEEL JOISTS 1200SJx250-97 @ 16" O.C. SPLIT TOP TRACK COLD -FORMED STEEL JOISTS 1200SJx250-97 @ 16" O.C. TYP. MSTC-28 HIGH -CAPACITY STRAP @ EACH FACE OF WALL I COLD -FORMED STEEL JOISTS 1200SJx250-97 @ 16" O.C. I 0 3 1 I SIMPSON STRAP HOLD DOWN STHD14, STUD GAUGE 20 MINIMUM SPACING C 48" O.0 5 VERTICAL REBAR @ 18" O.C. 11" CONCRETE WALL (RW2) 6 VERTICAL DOWELS @ 18" O.C. u o ' 2#4 HORIZONTAL @ 18" O.C. 0N 5" CONCRETE SLAB fi d 95% COMP. FILL , .- 2"CLR. - 2"CLR. UNDISTURBED SOIL SECTION SCALE: 1 /2"=1'-0" W21 x68 5"CONCRETE 95'/o COMP, FILL 2 -2 S15 W21 x93 W8x31 W21 x68 o° 1246 o> 16" x30" CONCRETE COLUMN (C2) o° 44(t¢4" O.C. TIES I 4 II K m r 'k I o T CUR. 2"CLR. PAHD42 - TOP VIEW PAHD42 - FRONT VIEW PAHD42 - SIDE VIEW TYP. PAHD-42 FOUNDATION STRAP SCALE:NTS MSTC-28 -FRONT VIEW FASTENERS 30 # 10 SCREWS MSTC-28 - SIDE VIEW TYP. MSTC-28 WALL STRAP SCALE:NTS 3 1 4 01 wri ht Rrcrhifecf 154 Krog Street, #125 Atlanta, GA 30307 404-2184460 1.1%MOHA 10EN8F •. O NO. 8972 10 0 s) za STATE OF k; elo M Lo000 M N Q 1 4 Q y- N co W H m1 I_M W LJ U M N N Z J z Fes- Q J W n 0 W W U to Z Lij Iq o a Q W W0 O LL U) FF_ 2 U) o U Q to W om oZ 5 z w W w U 0 090N: DATE I.O. 08/19/2021 MIN: FMI. E.C. SD 17-20 cm; SOM.F I.O. AS SHOWN Reviewed for Code SHEET Compliance SB2-15scences 11M- VERTICAL REBAR @ 1S" V RC WALL ELEVATION 14z18(84) 11"RC M 1-#5 EACH STEP, TYP. B" THICK CONCRETE STAIR 1-i 5 VERTICAL REBAR @ 1S" O.. C, AT CENTER OF WALL EACH STEP, TYP. 5 @ 9" O.C. 7 - 1 OC ASE FLOOD ELEVATION 230ro NO P1010 IN F®R, mg 110 lov101 oo000lStandard 18GA Top Track With 1-1/4' Leg Fail ISBN o o PON o Pool Oro THERMASTEEL HEADER DETAIL SCALE: N.T.S. INTERIOR FACE OF PANEL 7- 5/8"-18GA C WEB STIFFENER TYP. @ EACH END OF HEADER LL STRUCTURAL WALL STUDS ALL STRUCTURAL HEADER MATERIALS TO BE CALLED OUT BY THERMASTEEL MANUFACTURER - Pn 2- 1/4'k3/4"-24GA STANDARD END L- METAL EXTERIOR FACE OF PANEL eTHERMASTEEL HEADER DETAIL e S16SCALE: N.T.S. S16 000000000000000 12" DEEP SUPER STUD FLOOR JOIST SYSTEM: SEE SCHEDULE FOR STYLE AND SPACING 3/ 4" DRAGONBOARD FLOORING: EXTENDING ACROSS TOP OF THERMASTEEL WALL PANELS. 1200T200-68 TRACK, CONTINUOUS. ATTACH TO SEE MANUFACTURER'S INSTALLATION EACH STUD IN THERMASTEEL WALL USING (6) INSTRUCTIONS FOR SCREW FASTENING 10 SCREWS PATTERN TO JOISTS. 2" X 2" X 68 MIL CLIP ANGLE, 11" TALL, AT EACH JOIST. USE (6) SCREWS EACH LEG TO JOIST AND TRACK JOIST- TO-THERMASTEELPANEL DETAIL SCALE: N.T.S. S16 THERMASTEEL BEARING WALL. SHEAR 12" DEEP SUPER STUD FLOOR JOIST SYSTEM: FASTENING OF WALL SHALL EXTEND THROUGH DRAGONBOARD FLOORING INTO CONCRETE SEE SCHEDULE FOR STYLE AND SPACING BELOW, AND MUST BE AT LEAST 2" AWAY FROM ALL DRAGONBOARD EDGES OR JOINTS. 314" DRAGONBOARD FLOORING: EXTENDING ACROSS TOP OF THERMASTEEL WALL PANELS, 1200T200-68 TRACK, CONTINUOUS. ATTACH TO SEE MANUFACTURER'S INSTALLATION EACH STUB IN THERMASTEEL WALL USING (5) INSTRUCTIONS FOR SCREW FASTENING #10 SCREWS PATTERN TO JOISTS. 2" X 2" X 68 MIL CLIP ANGLE, I TALL, AT EACH JOIST. USE ( 6) SCREWS TO JOIST. USE (2) 1/2" DIA. X MIN. O O O O O 3-3l4" LONG HILTI KWIK HUS-EZ SCREW ANCHOR O( \ O O O O C O THROUGH TRACK INTO CONCRETE. o dCONCRETE BASEMENT WALL as NOTE: DISTANCE FROM EDGE OF FIRST HOLE TO END OF JOIST MUST BE AT LEAST 18" (1.5 TIMES JOIST DEPTH). 12" SUPERJOISTS ARE MANUFACTURED WITH THE CENTER OF THE FIRST LARGE HOLE NO LESS THAN 33" FROM THE END OF THE JOISTS, WHICH MEETS THIS ° REQUIREMENT. FIELD CUTTING IS PERMITTED, AS LONG AS THE END DISTANCE IS NOT REDUCED BELOW 18". JOIST- TO-CC)NRETE WALL DETAIL 6 SCALE: N.T.S. S16 THERMASTEEL BEARING WALL PANEL 1200T200- 68 TRACK, CONTINUOUS. ATTACH TO EACH STUD IN THERMASTEEL STEEL BEAM W16x31 WALL USING (6) #10 SCREWS P 1200T300- 68 TRACK, CONTINUOUS. SCREW TO TOP AND BOTTOM FLANGE OF EACH JOIST USING (1) #10 SCREW. SPLICE TRACK USING MIN. 8" LONG SEGMENT OF JOIST, WITH MIN. (8) #10 SCREWS TO TRACK EACH SIDE. IIIII I: : THERMASTEEL WALL PANEL SUPPORTING CANTILEVERED JOISTS 12" DEEP SUPERJOIST BLOCKING, CONTINUOUS BETWEEN EACH JOIST. IN ADDITION TO REQUIRED DIAPHRAGM SCREW PATTERN FOR DRAGONBOARD, SCREW TO BLOCKING AT 6" O. C. ALONG ENTIRE LENGTH OF BERING WALL BELOW. SCREW BOTTOM FLANGE OF BLOCKING TO BEARING WALL AT 6" O.C. 12" DEEP SUPER STUD FLOOR JOIST SYSTEM: SEE SCHEDULE FOR STYLE AND SPACING 3/ 4" DRAGONBOARD FLOORING: EXTENDING ACROSS TOP OF THERMASTEEL WALL PANELS. SEE MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR SCREW FASTENING PATTERN TO JOISTS. 00 O O O O CANTILEVERED PORTION OF SUPERJOIST, AS WELL AS AREA WITHIN 18" OF BEARING WALL, SHALL BE UNPUNCHED. JOIST - TO -CANTILEVERED THERMASTEELPANEL DETAIL SCALE: N.T.S. S16 a wri ht 0r crhi cf IIC 154 Krog Street, #125 Atlanta, GA 30307 404- 218-8460 EN No. 89728 it E OF A M CL w N I L V Q W Q O LL. h = Q O W lVrl o Z L r W W w 0 osa+: ulae I. O. 08(19/2021 DRNTk E. C. PROD: SD 17-20 OR0 1. 0. S SHOWN ASHEET SB2- 161 21'-11" 1, 21'-11" 5.3" WIND ZONE 5 WIND ZONE 4 1 WND ZONE 4 I WINOZONE5 bpi THIRD FLOOR LINE WINDZONE5 SECOND FLOOR LINE WINOZONE5 MAIN FLOOR LINE m WND ZONES GROUND FLOOR LINE MAIN FLOOR LINE 1ililwk-MMI WND ZONE 4 WINOZONE4 WNDZONE4 WALL WIND ZONES - FRONT ELEVATIONr SCALE 1/8" - 1'-0" S1 5'-3" 21'-11" i, 21'-11" 2 WALL WIND ZONES - BACK ELEVATION 2 SCALE 1/8" = 1'-0" S1 5'-3" WINOZONE5 WALL WIND ZONES - SIDE ELEVATION 33SCALE1/8" = 1'-0" S1 WND ZONE 5 5' 3" Q Q 3 26'-9" ' 28'4" f Ko W LOWER FLOOR WIND ZONESQ SCALE 1/8" = 1'-0" S1 I WND ZONE 3 WND ZONE 2 I WND ZONE 2 W NO ZONES WINO ZONE i WIND ZONE I, 1 WIND 70NE2 WINDZONE2 WND ZONE 3 WIND ZONE 2 WIND ZONE 2 WIND ZONES 0 N G 5,-2, I5'-2" 10'- 5" 9 O 3 UPPER ROOF WIND ZONES4 UPPERSCALE 1/8" = 1'-0" S17 WIND PRESSURE FOR WIND NORMAL TO SHORT & LONG DIRECTION - MWFRS (CH27-ASCE 7-16) WIND PRESSURE, ASD, WIND PRESSURE, SURFACE HEIGHT, ft qZ, psf P, psf P, psf MINIMUM MAXIMUM MINIMUM MAXIMUM GARAGE 9 60.295 28.00 54.00 16.80 32.40 WINDWARD WALL MAIN 21 63.928 30.47 56.47 18.29 33.89 2ND 31 68.409 33.52 59.52 20.12 35.72 ROOF/ 3RD 42.33 71.817 36.11 62.11 21.67 37.27 LEEWARD ALL HEIGHTS 17.69 43.69 10.62 26.22 WALL SIDE WALLS ALL HEIGHTS 29.97 55.97 17.99 33.59 UPPER HORIZONTAL DIS. 0 - 20.5 56.98 82.98 34.19 47.79 ROOF, 1.95 24.05 1.17 14.43 FROM WINDWARD 20. 5 34.88 60.88 20.93 36.53 HEIGHTEDGE, ft 42.33' 1.95 24.05 1.17 14.43 LOWER HORIZONTAL DIS. 0 - 20.5 53.97 78.60 32.39 47.16 ROOF, 1.85 22.78 1.11 13.67 FROM WINDWARD 20. 5 33.04 57.67 19.83 34.61 HEIGHTEDGE, ft 31. 0' 1.85 22.78 1.11 13.67 WIND PRESSURE FOR COMPONENTS & CLADDING: WIND PROCEDURE (CH30-ASCE 7-16) HEIGHT, ft qZ, psf WIND PRESSURE, P, psf - ZONE 4 WIND PRESSURE, P, psf - ZONE 5 ASD, WIND PRESSURE, P, psf - ZONE 4 ASD, WIND PRESSURE, P, psf - ZONE 5 POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE 9 60.295 65.46 77.27 65.46 139.38 39.28 46.37 39.28 83.63 WALL PANELS 21 63.928 64.78 75.11 64.78 126.38 38.87 44.07 38.87 75.83 31 68.409 71.83 76.55 71.83 135.77 43.10 45.93 43.10 81.47 42. 33 71.817 75.11 76.55 75.11 135.77 45.07 45.93 45.07 81.47 UPPER ROOF, WIND PRESSURE, P, psf - ZONE 1 WIND PRESSURE, P, psf - ZONE 2 WIND PRESSURE, P, psf - ZONE 3 ASD, MAX. WIND PRESSURE, P, psf HEIGHT= 42.33' PANELS MINIMUM MAXIMUM MINIMUM MAXIMUM MINIMUM MAXIMUM ZONE 1 ZONE 2 ZONE 3 88. 10 114.10 153.10 179.10 218.09 244.09 68.46 107.46 146.46 RAFTERS 69.33 95.33 119.88 145.88 176.21 202.21 57.20 87.53 121.33 LOWER ROOF, HEIGHT = 31.0' PANELS 83.46 108.09 145.03 169.65 206.59 231.22 64.86 101.79 138.74 RAFTERS 65.67 90.30 113.56 138.19 166.92 191.54 54.18 82.92 114.93 WIND PRESSURE FOR WALL OPENING - COMPONENTS & CLADDING: WIND PROCEDURE (CH30-ASCE 7-16) OPENING TYP. ft HEIGHT, WALL WIND ZONE qZ, psf WIND PRESSURE, P, psf ASD, WIND PRESSURE, P, psf POSITIVE NEGATIVE POSITIVE NEGATIVE W7 9 4 60.295 67.26 77.99 40.36 46.80 W7 9 5 60.295 67.26 142.99 40.36 85.79 D2 9 4 60.295 63.65 75.83 38.19 45.50 D8 9 4 60.295 57.01 70.05 34.21 42.03 W6 21 5 63.928 70.53 142.99 42.32 85.79 W7 21 4 63.928 70.53 77.99 42.32 46.80 W8 21 5 63.928 70.53 142.99 42.32 85.79 W12 21 4 63.928 69.26 77.27 41.55 46.36 D1 21 4 63.928 64.14 74.38 38.49 44.63 W7 31 4 68.409 74.57 77.99 44.74 46.80 W9 31 5 68.409 73.88 140.82 44.33 84.49 W11 31 5 68.409 73.20 139.38 43.92 83.63 W14 31 5 68.409 73.20 139.38 43.92 83.63 W7 42.33 5 71.817 77.99 142.99 46.80 85.79 W10 42.33 5 71.817 76.55 139.38 45.93 83.63 W13 42.33 4 71.817 76.55 77.27 45.93 46.36 wri ht Rrchitecl` IIC 154 Rrog Street, #125 Atlanta, GA 30307 404- 2184460 c"`, µOHAq/F i' NO. 89728 :yy gl glZo21 ,: V STATE OF (V 0 LL c/) [_ I. CM w r UJ `- 1 U) M 2 ° 0 f•- N t rn N w F- M M N U) w w W NU) z I- cn LL W 0 z W U Lo 00 p oQ w w 0 0 LL CA z 0 Q QU)w p m Z o Z w a z W w O om: DM 1. 0. 08/19/2021 DM PRW: E. C. SD 17-20 crew: 1. 0. SGRE AS SHOWN Reviewed for Code Compliance SHEET eF Eo SB2-17 F. Le Om D FLOOR. Om SECOND FLOOR. DOR. GROUND FLO-OR. REAR WALL ELEVATION SCALE 3/8" V-0" STEEL COLUMN W 8X67 STEEL BEAM W 8x2l BOLTS A325-N PLATE 0.38x17.00x14.62 A36 STEEL COLUM W 8X67 tCING CING 0NG Me LOIVA OMF BEAM W 8X411 O OMFBEAM W 8X76 O OMF BEAM COLUMN N 8X31 OMF BI W 8x ff COLUMN W 8X48 COLUMN N 8X76 11" R. C. Y AM I DMFBEAM W 8X48 OMF BEAM W 8X76 10 R.C.SLAB NALL COLUMN SECTION A -A rAA-s,, SCALE 3/8" V-0" STEEL COLUMN W 8X67 LL4x4x5x3A36 STEEL JE 0. 38x 17. 00x 14.62 A36 DJP WELD TYP. EACH 31DE STEEL BEAM W 8)(21-41 111 1 111 1 1 STEEL BEAM W 8X21 STE STEEL COLUMN W 8X67 STEEL BEAM PJP WELD TYP. EAC W 8x2l PJP WELD TYP. SIDE t%\\ L4- 7/8" BOLTS A325-N bide view Front view -Top -view OMF DETAILS SCALE: N.T.S. OLTS A325-N OMF COLUMN W 8X31 — OMF COLUMN W 8X48 OMF COLUMN W 8X76 OMF BEAM W 8X21 OMF BEAM W 8X21 OMF BEAM W 8X21 10 R.C.SLAB 1 V R. C.WALL COLUMN SECTION B-B SCALE 3/8" V-0" NELD TYP. EACH A36 STEEL COLUMN W 8X67 ELD TYP. EACH STEEL BEAM W BX21 PLATE 0.38x17.00x14.62 A36 LL4x4x5x3 A36 bide view Front view Top view OMF DETAILS Reviewed for Code CmOmice SCALE: N.T.S. Unimsal Engv"mg91scmVes 4 a wn ht Rrar efrchicec 11C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 00 89728 0 0, Als% N W z 0 xjWj D a - CO co W z W C) U) uj R D Z ui 0 0 Q0 CY) U-) 00 00 N 00 C'4 TCD Lij CY) LLJ Lu fr cf) 00 c'q W U) ry z:) U) U) W 0 Q z o') Nt cf) r) ry W 0 C) -j 0 LL F=- :ff 0 C-) 0 < U) LLI 00 0 Z Lu U) z Lu 0m; affE 1.0 08/19/2021 DRW- PRW: E.C. SID 17-20 CHKD. sau11.0. AS SHOWN] SHEET SB2-18 0 MOMENT FRAME COLUMN 5-1/2" THERMASTEEL HURRICANE PANELS OPENINGS PER PLANS THIRD FLOOR. 5-1/2" THERMASTEEL HURRICANE PANELS OPENINGS PER PLANS SECOND FLOOR. REFER TO CANTILEVER DETAILS GROUND FLOOR. HORIZONTAL STEEL BRACE HSS 5.5x5.5x 3'' BRACE HSS 5.5x5, MOMENTFRAME COLUMN BRACE HSS 5.5x5. HORIZONTAL STEEL BRACE HSS 5.5x5.5x16" BRACE HSS 5. BRACE HSS 5-1/2" THERMASTEEL MOMENT FRAMEHURRICANEPANELS COLUMN LL- HURRICANE WALL PANEL 1 SCALE 3/8" = 1'-0" S19 THERMASTEEL MANUFACTURER TO PROVIDE DETAILS OF THE FOLLOWING CONNECTIONS: 1- WALL BRACING 2- WALL OPENINGS; AND 3- HURRICANE PANELS REAR WALL PER ARCHITECTURAL PLANS HSS BRACE CONNECTION TO BE PROVIDED BY THERMASTEEL MANUFACTURER 5-1/2" THERMASTEEL HURRICANE PANELS OPENINGS PER PLANS 3 0 wri ht Rark, e f IIC 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 sNo.'8k9728 0 '. 87 TO or R ORIOP,.'Z N w N Z 0 wJJ D m U) W U Z w 0 U) uj Q) J Z a w U O M Lo 00 W tM N ~ Q M N m t Z) u- M W r` W `- I- U) M M N N W I- M 00 U) w ry Z) U) w n 0 Z L0rn M w. Q op Z Fy U 0 O LL 2 U0QfnW o m o Z T 1W C/) z W OM: DATE 1.0. 08/19/2021 oam+: pm: E.C. SD 17-20 craw: Sc" 1.0. AS SHOWN Reviewed for Code Compliance Universal Engineft91sclerices SHEET SB2-19 1— DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE DRAWINGS FOR EXACT LOCATION OF EQUIPMENT, PIPING, DUCTWORK, ETC. THESE DRAWINGS ARE NOT INTENDED TO SHOW EVERY MINOR DETAIL, BUT THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS REQUIRED FOR A COMPLETE AND ACCEPTABLE WORKING INSTALLATION. 2— ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE NATIONAL, STATE, AND LOCAL CODES, RULES AND REGULATIONS. INSTALLATIONS OF THE NFPA, ASHRAE, AND SMACNA. 3— ALL MATERIALS SHALL BE NEW AND BEAR THE UL LABEL WHERE APPLICABLE. 4— PROVIDE THERMOSTAT CONTROLS ON ALL FANS THAT EXHAUST MECHANICAL AND ELECTRICAL ROOMS. 5— PROVIDE TURNING VANES IN ALL 90 DEGREE ELBOWS. 6— NON FIRE —RATED CEILING SUPPLY DIFFUSERS AND RETURN AIR GRILLES TO BE ALUMINUM. ALL SUPPLY DIFFUSERS SHALL HAVE OPPOSED BLADE DAMPERS. 7— ALL CUTTING, PATCHING, STRUCTURAL STEEL, WEATHER PROOFING, PAINTING AND WALL OPENINGS SHALL BE BY THE CONTRACTOR. 8— ALL OPENINGS IN THE BUILDING STRUCTURE, FOR DUCTWORK, PIPING, ETC. TO BE 1/2" LARGER(ON ALL SIDES) THAN THE OUTSIDE DIMENSIONS. FILL VOIDS WITH FIRE RETARDANT SILICONE FOAM.(I.E CHASE -FOAM CTC 9— PROVIDE SMOKE DETECTORS IN ALL SUPPLY AIR DUCTS FOR FANS AND AHU'S SERVING A COMMON PLENUM OF 2000 CFM OR ABOVE. 10—PROVIDE FIRE DAMPERS IN ALL DUCTS PENETRATING FIRE RATED WALLS, PARTITIONS, FLOORS OR ROOF SLABS. PROVIDE SMOKE DAMPERS IN ALL SMOKE RATED WALLS, PARTITIONS, AND FLOORS. 11— PROVIDE AIRSIDE TEST AND BALANCE OF ALL MECHANICAL EQUIPMENT. THE TEST AND BALANCE SHALL INCLUDE, BUT NOT LIMITED TO, AIR HANDLING UNITS, FANS, AIR DEVICES, EXTRACTORS AND DAMPERS. THE HVAC SYSTEM SHALL BE TESTED, ADJUSTED AND BALANCED BY A LICENSED ENGINEER OR A COMPANY WITH CURRENT CERTIFICATION FROM A RECOGNIZED TESTING AND BALANCING AGENCY IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING STANDARDS. A WRITTEN TEST AND BALANCE (T&B) REPORT SHALL BE PROVIDED TO THE ENGINEER FOR REVIEW. A COPY OF T&B REPORT SHALL ALSO BE PROVIDED TO THE OWNER OR A DESIGNATED REPRESENTATIVE OF THE OWNER. PROVIDED FINAL BALANCING OF ALL SYSTEMS TO SATISFACTION OF THE OWNER. 12- CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TOOLS AND /,\ EQUIPMENT TO INSTALL A COMPLETE AND OPERATING A/C SYSTEM. / 1\ 13— CONTRACTOR TO PROVIDE ALL REQUIRED HVAC PERMITS. 14— CONTRACTOR SHALL PROVIDE EQUIPMENT OF THE CAPACITIES SCHEDULED ON PLAN. 15— COMPLY WITH NFPA-90A AND ALL APPLICABLE CODES. THIS IS THE CONTRACTOR'S RESPONSIBILITY. 16— SUPPLY AND RETURN DUCTWORK SHALL BE 1-1/2" RIGID R-6 GALVANIZED SHEET METAL. PROVIDE VOLUME DAMPERS AT ALL BRANCH TAKE —OFFS. PROVIDE TURNING VANES AT ALL ELBOWS. FLEXIBLE DUCTS MAY BE USED FOR DIFFUSER CONNECTIONS AS SHOWN ON THE PLANS. 17— CONTRACTOR SHALL PROVIDE ALL CONTACTORS, RELAYS AND THERMOSTATS. THE ELECTRICAL SUB —CONTRACTOR SHALL PROVIDE ALL SWITCHES, DISCONNECTS AND CONTROL WIRING, THERMOSTATS SHALL BE APPROVED BY EQUIPMENT MANUFACTURER. 18— ALL DUCT SIZES ARE CLEAR INSIDE DIMENSIONS. 19— PROVIDE FLEXIBLE DUCT CONNECTORS TO ALL FANS, A/C UNITS OR MECHANICAL EQUIPMENT. 20— PROVIDE MAINTENANCE AND OPERATION MANUALS ON ALL MECHANICAL EQUIPMENT OR SYSTEMS. PROVIDE FIVE SETS OF SUBMITTALS ON ALL HVAC EQUIPMENT. 21— PROVIDE COMMISSIONING SERVICES IN ACCORDANCE WITH SECTION C408 OF THE 202 FLORIDA ENERGY CONSERVATION CODE. 22— CONDENSATE PIPING SHALL BE COPPER IN 1" ARMAFLEX INSULATION. 1 i 1 z NOTES ON DRAWINGS & SCHEDULES DIRECTION OF FLOW UC 85 DOOR UNDERCUT CFM AND AIR FLOW DIRECTION DESIGNATION AH REVISIONS FLEXIBLE CONNECTION TYP. TYPICALAHUAIRHANDLINGUNIT ADS ACCESS DOOR (DUCT) 0 THERMOSTAT LIFT TYPE CHECK VALVE LAPJ ACCESS PANEL (CELING MOUNTED) SMOKE DETECTOR PIPE REDUCER /INCREASER AC PACKAGED TERMINAL AIR CONDITIONER AFF ELEVATION ABOVE FINISHED FLOOR I N_ ELECTRIC DUCT HEATER WITH CONTROL AND TERMINAL CABINET. DASHED LINE INDICATES REQUIRED CLEARANCE SPACE) CEILING SUPPLY AIR DEVICE ARROW DENOTES DIRECTION OF THROW BAS BUILDING AUTOMATION SYSTEM CONTRACTOR BE BOTTOM ELEVATION zaxtz RECTANGULAR DUCT SIZE DESIGNATION. FIRST DESIGNATION IS SIDE SHOWCECENTERLINE PIPE WELL MTD. MOUNTED zaxtz FLAT OVAL DUCT SIZE DESIGNATION EQUIPMENT DESIGNATION SYMBOLCVCONTROLVALVE DH DUCT HEATER 12 TYPE 316 STAINLESS STEEL EXHAUST DUCT WITH ALL WELDED JOINTS AND FITTINGS SQUARE TO ROUND /OVAL TRANSITIONEAEXHAUSTAIR EF EXHAUST FAN FM FLOW MEASUREMENT VENTURI a , 1 TURNING VANES (NUMBER OF VANES SHALL BE BASED ON ACTURAL DUCT SIZE & NOT ON SCHEMATIC SYMBOL ON DRAWING AUTOMATIC DAMPER MOTORIZED OR PNEUMATICALLY OPERATED AS NOTED) P PUMP CA OUTDOOR AIR RA RETURN AIR RETURN OR OUTSIDE AIR DUCT DISCHARGE OR SUPPLY DUCT e— HUMIDISTAT OR HUMIDITY SENSOR ELEVATION RBJ RUN BETWEEN JOISTS RV ROOF VENTILATOR SA SUPPLY AIR EXHAUST FAN OR GRILLE R REMOVE SF SUPPLY FAN FLEXIBLE DUCT CONNECTION N NEW TB VARIABLE AIR VOLUME TERMINAL BOX MANUAL VOLUME DAMPER TG TRANSFER AIR GRILL C CONDENSATE DRAIN LINE o FIRE DAMPER WITH DUCT ACCESS DOOR EXISTINGFIN. FINISH EfR EXISTING TO REMAIN oN DROP IN DIRECTION OF AIR FLOW NEW S.A. SHOCK ABSORBER R RISE IN DIRECTION OF AIR FLOW EXISTING TO BE REMOVED R.E. REMOVE EXISTING FLEXIBLE AIR DUCT DOUBLE WALL DUCT MYLAR ENCAPSULATED K - 27IUNIONJOINT SPIN COLLAR WITH MANUAL DAMPER A.F.G. ABOVE FINISH GRADEII— FLANGE JOINT a {} TEE - BRANCH OUT OF TOP U.O.N. WT UNLESS OTHERWISE NOTED WATERTIGHT TRANSITIONS, F.O.T. = FLAT ON TOP OR F.O.B. = FLAT ON BOTTOM TEE - BRANCH OUT OF BOTTOM Q ELBOW - UP SP DUCT STATIC PRESSURE SENSOR MT. MOUNT Q ELBOW - DOWN HVAC DESIGN REQUIRES: YES NO DUCT SMOKE DETECTOR FIRE DAMPER(S) SMOKE DAMPER(S) FIRE RATED ENCLOSURE FIRE RATED ROOF/FLOOR FIRE RATED CEILING ASSEMBLY FIRE STOPPING SMOKE CONTROL J HAMMOND & ASSOCIATES, INC. CONSULTING ENGINEERS 18800 N.W. 2ND AVENUE, SUITE 216 MIAMI, FLORIDA 33169 TEU (305) 651-8522 FAX (305) 651-3376 ERIC J. HAMMOND P.E. MECHANICAL / ELECTRICAL ENGINEER P.E. #39048 EB 5315 Reviewed f€1r ppg§ Comglien6 Universal Bng1reen., Sciences 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 T r- 31 UJ zQ_ w O 2 J V) v 0 w o woto LLJ ERIC HAMMOND, PE EB 5315-PE 39048 This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., a is not to be reproduced or cooled 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. 07018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date QPERMIT 07-21-21 sheet title: i project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION 1 /4" = V-0" HAMMOND & ASSOCIATES, INC. CONSULTING ENGINEERS 18800 N.W. 2ND AVENUE, SUITE 216 MIAMI, FLORIDA 33169 TEL• (305) 651-8522 FAX (305) 651-3376 ERIC J. HAMMOND P.E. MECHANICAL / ELECTRICAL ENGINEER P.E. #39048 EB 5315 ReviewedCOrnp roT CUniveSGennghee ^9ces DRAWING LEGEND: ACCU AIR COOLED CONDENSING UNIT EF EXHAUST FAN AHU AIR HANDLING UNIT T THERMOSTAT MECHANICAL KEY NOTES 16X12 RETURN AIR DUCT FROM AHU-1 IN THE GARAGE BELOW, 30X18 RETURN AIR GRILLE ON WALL (TITUS 355R) 1250 CFM. EXHAUST DUCT IN CEILING. LOCATION OF THE THERMOSTAT. 3/4" UNDERCUT DOOR. LOUVERED DOOR. 1OX10 RETURN AIR GRILLE ON WALL (TITUS 355 R) 238 CFM. 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 nErg Ali en e Z 0 W OSU 0 Lt_ U O wo Z r LLJ O L/1/) zw STAMP: J \\\\\III I!I TO 6X8 \ G HAM4fo /iV, V\GE/VyF ti0 ji 8 0 Q 1 \ EB 5315-PE 39048 MECHANICAL GENERAL NOTES Thisdmwing is the property of WRIGHT WRDNER ARCHITECT, LLC.,B not to he reproduced or copied in whole or to part. It is only to he A. DOWNDRAFT COOKTOP SHALL PROVIDE WITH DUCT —FREE FILTER ACCESSORY KIT. used for We project and site specifically identified herain and is not to re used on any other project. It Is to he returned upon request. Of 3 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date QPERMIT 07-21-21 sheet title: DUPLEX project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: M1 N NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION DRAWING LEGEND: ACCU AIR COOLED CONDENSING UNIT EF EXHAUST FAN AHU AIR HANDLING UNIT T THERMOSTAT DUPLEX TYPESECOND FLOORL2 MECHANICAL PLAN 1 1 1 /4" = 1 r-0" HAMMOND & ASSOCIATES, INC. CONSULTING ENGINEERS 18800 N.W. 2ND AVENUE, SUITE 216 MIAMI, FLORIDA 33169 TEL- (305) 651-8522 FAX (305) 651-3376 ERIC J. HAMMOND P.E. MECHANICAL /ELECTRICAL ENGINEER P.E. #39048 ES 5315 VENTILATION CALCULATIONS (LAUNDRY) EF-4 AREA = LENGTH (L) X WIDTH (W) = 43 SQ.FT USING ASHRAE 62.1 2016 TABLE 6.5 STORAGE AT 1 CFM/ SQ.FT AIR FLOW = AREA (A) X 1 CFM/SQ.FT EXHAUST AIR FLOW (A X 1) = 43 SQ.FT X 1 CFM/SQ.FT EXHAUST AIR FLOW (EF-4) 43 CFM EXHAUST FAN = 43 CFM SUPPLY AIR = 43 CFM X 0.8 (80%) SUPPLY AIR = 35 CFM Reviewed for Code Compliance Universal Engineering Sciences 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 10A I, Ln 4 tea' g wV Q 0 u- Ij ZWVIrZw STAMP: HAM,yO 0 O48 • a t r ; - 0e EN``G. EKIF Hl I )ND, PE EB 5315-PE 39048 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 usetl 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. OW18 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date QI PERMIT 07-21-21 sheet title: DUPLEX SECONDDt THIRD IR t project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: M 3 NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION 6X10 ROOFCAP. PROVIDED WITH INTEGRAL CORROSION RESISTANCE INSECT SCREEN 6X10 ROOFCAP. PROVIDED WITH INTEGRAL CORROSION RESISTANCE INSECT SCREEN i 1 /4" = V-0" HAMMOND & ASSOCIATES, INC. CONSULTING ENGINEERS 18800 N.W. 2ND AVENUE, SUITE 216 MIAMI, FLORIDA 33169 TEL: (305) 651-8522 FAX (305) 651-3376 ERIC J. HAMMOND P.E. MECHANICAL / ELECTRICAL ENGINEER P.E. #39048 EB 5315 Reviewed for Code 93 Compliance Universal Engineering Sciences 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 ULJ hLn n w rn j M UJ a zQ_ w a® Lj- oawvm zw Zw I STAMP: HA1144f, Me Oi,/ i N 9G $ A T4/OF wa fi®/StK13904\8 E This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., ft is not W be reproduced or copied in whole orin part. Itis only W 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 QPERMIT 07-21-21 sheet title: DUPLEX MECHANICAL project number: 19-049 drawing date: 04.05.2021 scale as noted CHANGES MADE O N sheet number: THE ENTIRE SHEET.16ait 1 NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION HAMMOND & ASSOCIATES, INC. CONSULTING ENGINEERS 18800 N.W. 2ND AVENUE, SUITE 216 MIAMI, FLORIDA 33169 TEL- (305) 651-8522 FAX (305) 651-3376 ERIC J. HAMMOND P.E. MECHANICAL / ELECTRICAL ENGINEER P.E. #39048 EB 5315 AIR CONDITIONING SYSTEM SCHEDULE AIR-COOLED CONDENSING UNIT SYSTEM N UNIT A VOLTAGE ELECTRIC HEATING M.C.A MAX FUSE DIMENSION WXLH(INCH) COMP. MAKE MODEL QTY. NO. UNIT FAN M.C.A MAX VOLTAGE WEIGHT DIMENSION RLA FUSE LBS WXLN(INCH) CAPACITY MBTU) S)EUNIT ER ENTERING AIR TFMP LEAVING AIR TEMP. TOTALSENS. 3 208-230/1/60 3.6 KW 24 25 27X22X52 TRANE 4TTR6036J1 1 13.6 18 30 200-230/1/60 246 37X34X37 33.5 27.9 14.0 77 64.9 56.4 56.3 208- 230/1/60 7.2 KW 51 60 27X22X54 TRANE 4TTR7060L 1 32 31 50 208-230/1/60 312 37X34X45 54.7 43.2 14.0 77.3 65.1 56.5 56.4 UTLET ARRANGEMENTS, 6. 7. PROVIDE UNIT DISCONNECT. PROVIDE TRANE OR APPROVE EQUAL EXHAUST FAN SCHEDULE LABEL TYPE OF UNIT - AREA SERVED MANUFACTURER & CFM SP MOUNTING ARRANGEMENT WATT/ HP RPM VOLTAGE GRILLE SIZE NOTES MODELNUMBERINCH EF- 1 POWDER PANASONIC FV- 0-0511VQC150 0.25 CABINET - CEILING 7.2 1093 120V,1P 13 O@ EF- 2 GUEST BATH ROOM PANASONIC FV- 0511VQC1 0.25 CABINET - CEILING 7.2 1093 120V,1P 13 0Q EF- 3 MASTER BATH PANASONIC FV- 0511VQC1 E4510.25 0. 25 CABINET - CEILING 7.2 1093 120V,1P 13 @@@ EF- 4 LAUDRY PANASONIC FV- 0511VQC1 CABINET - CEILING 7.2 1093 120V,1P 13 DO@ EF- 5 JACK AND JILL PANASONIC FV- 0511VQC1 50 0.25 CABINET - CEILING 7.2 1093 120V,1P 13 @@@ EF- 6 GARAGE GREENHECK-SP-Al90 200 0.125 CABINET - CEILING 54.4 1400 120V,1P EF- 7 BATHROOM PANASONIC FV- 0511VQC1 50 0.25 CABINET - CEILING 7.2 1093 120V,1P 13 1 O1THERMOSTATCONTROLLED2OSWITCHW/ LIGHTS WITH 10 MIN DELAY. O W/ BACK DRAFT DAMPER. ® CONTINUOUS. O5 SPEED CONTROLLER INTERLOCK W/ AC ® MOTORIZED DAMPER SUPPLY & RETURN DISTRIBUTION SCHEDULE TAG DESIGN NECK FACE GRILLE CFM SIZE SIZE TYPE 000- 110 60 18x6 SUPPLY DIFFUSER 1 1 1-240 80 18x6 BASIS OF DESIGN: TITUS 300FL C/ A 241-420 100 18x6 COLOR: VERIFY W/ARCHITECT 421- 620 120 18x6 MATERIAL: ALUMINUM OPPOSED BLADE DAMPERS: NO BACK PAN SIZE: 18x18 000- 110 6x6 2424 RETURN GRILLE 111- 220 8X8 24x24 BASIS OF DESIGN: TITUS 50F B 221-350 1OX10 2424 COLOR: VERIFY W/ARCHITECT 351- 530 12x12 24x24 MATERIAL: ALUMINUM 531- 730 14x14 24x24 OPPOSED BLADE DAMPERS: NO 731- 970 16x16 2424 971- 1240 1808 2424 1241- 1540 20x2O 24x24 1541- 1880 22x22 24x24 OUTSIDE AIR (O/A) CALCULATION PER ASHRAE 62.2 2016 UNIT: AHU-1 (BEDROOM/KITCHEN) SPACE FLOOR AREA, FT CFM 1 BEDROOM 285 60 TOTAL MINIMUM O/A REQUIRE FOR AHU-1 = 60 OUTSIDE AIR (O/A) CALCULATION PER ASHRAE 62.2 2016 UNIT: AHU-2 (BEDROOM/FAMILY ROOM SPACE FLOOR AREA, FT CFM 3 BEDROOM 285 180 TOTAL MINIMUM O/A REQUIRE FOR AHU-2 = 180 Reviewed for Code Compliance Universal Engineering Sciences 154 Krog Street, #125 Atlanta, GA 30307 404- 218-8460 Ul r` LnaJisrrn I o Q UJ p o uILA O LL a t J 1,n m c w oinW STAMP: OA, 9(0) T/ ONALE ENG 4l' 1AX) BOND, PE EB 5315-PE 39048 This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., 8: is not to be reproduced or cooled 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 AlPERMIT 07-21-21 sheet title: MECHANICAL SCHEDULES project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION HANGERS MUST NOT DEFORM DUCT SHAPE SCREW SCREWS MAY BE BAND — OMITTED IF HANG ONE HALF —ROUND MAY BE USED LOOPS IF DUCT SHAPE IS MAINTAINED 2M'AXIA. 5MAX IA. CONCRETE ANCHOF EXPANSION SHIELDS ALTER RETAINING CLIP1 V HANGER ROD 6a C—CLAMP W/ RETAINING CLIP 6o C—CLAMP W/ LOCK NUT (OPTIONAL) WELDED _STUDS m COUPLING HANGER I SMACNA STANDARDS FOR ROUND SPIRAL AND. RECTANGULAR DUCTWORK. CLEVIS HANGER CENTER I —BEAM CLAMP FLAT IRON HANGER FASTENERS SELF DRILLING ANCHOR U—TYPE HANGER Only for Woad const.) TOP BEAM CLAMP 7*'`•' Reviewed for Code1DUCTHANGINGDETAIL2PIPEHANGINGDETAILCompliance c e+s Universal Engineering M3.00 SCALE: N.T.S. M3.00 SCALE: N.T.S. Sciences ID' z 12" MAX ca cD H UJN21 STANDARD SYSTEM: 18" TO 27" HEAVY SYSTEM: 24" TO 42" MIAMI DADE COUNTY APPROVAL 17-1226.24 REFER TO DADE COUNTY APPROVAL STANDARD FOR DESIGN TABLES TOP OF ROOF FINISH ROOF HOST STRUCTI 4 ANCHORS PER PLA STAND ASSEMBLY FRAME ASSEMBLY ELEVATION SCALE: N.T.S ISOMETRIC VIEW UNIT WIDTH PER GN TABLES GENERAL NOTES: 1. THE SYSTEM DESCRIBED HERE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 7. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING FLORIDA BUILDING CODE FOR USE WITHIN VELOCITY HURRICAINE ZONE. STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. 2. NO 33-1/3% INCREASE iN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN 8. ALL EXTRUSIONS SHALL BE OF ALUMINUM ALLOY/TEMPER NOTED OF THIS SYSTEM. HEREIN 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE 9, ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED ORDETERMINEDBYOTHERSONAJOB —SPECIFIC BASIC IN ACCORDANCE WITH THE GOVERNING CODE. 4. DIMENSIONS AND WEIGHT OF EACH A/C UNIT SHALT_ BE LIMITED TO THOSE SHOWN IN DESIGN PLATED. SCHEDULES. 5. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE —SPECIFIC DOCUMENTS AND SUBMIT FOR ONE —TIME NOTICE OF ACCEPTANCE IN CONJUNCTION WITH THIS DOCUMENT. 6. A/C STANDS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OD ONE LABEL PER FRAME ASSEMBLY CONTAINING THE FOLLOWING: METALLUM ENTREPRISES MIAMI—DADE PRODUCT CONTROL APPROVED. 3 M3.00 SCALE: N.T.S. i CEILING STRUCTURE I M3.09)I SCALE: N.T.S. FIBERGLASS SUPPLY DUCT PLENUM FLEX CONNECTION AIR HANDLING UNIT WALL STRUCTURE REFRIGERANT LINES CONDENSATE DRAIN WITH TRAP NEOPRENE PAD RETURN AIR PLENUM WITH 1"X1"X1/4" ST ANGLE FRAME RETURN AIR PLENUM BELOW AIR HANDLING UNIT i 1 \ 1112 HAMMOND & ASSOCIATES, INC. CONSULTING ENGINEERS 18800 N.W. 2ND AVENUE, SUITE 216 MIAMI, FLORIDA 33169 TEL: (305) 651-8522 FAX (305) 651-3376 ERIC J. HAMMOND P.E. MECHANICAL / ELECTRICAL ENGINEER P.E. #39048 EB 5315 CHANGES MADE ON THE ENTIRE SHEET 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 a\ n a M UJ Q o W 0 of i = w co ca zUJorn w STAMP: HAGM 0C ENs 1it` a •.O i OF 0 ORION ERIC/I Iy1M E EB 5315-PE 39048 This drawing is the property of WRIGHT GARDNER ARCHITECT, I.LE , I1 is not to be repruduced or copied In whole orin 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, ILE. revisions No. Description Date QPERMIT 07-21-21 sheet title: MECHANICAL DETAILS project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: M V NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION e w e SPEED CONTROL SOLID STATE) TYPICAL WALL CAP TYPIrAl Pnnp- rAP 1 TYPICAL- ROOF CAP NOTES: 1.- PROVIDE BACKDRAFT DAMPER W/ BIRDSCREEN 2.- FLASH & SEAL WALL AND ROOF CAP 3.- PROVIDE INTERNAL ISOLATION AND SOUND INSULATION 4.- SUPPORT FAN FROM STRUCTURE 1 CABINET CEILING FAN M3.01 /I SCALE: N.T.S. 1 /4" 4" M I N BRANCH DUCT MAIN SUPPLY DUCT WI 1 VOLUME DAMPER 3 BRANCH DUCT TAKE -OFF DETAIL M3.01 SCALE: N.T.S. 4 M3.01 VIBRATION HANGER W/NEOPRENE ISOLATOR SCALE: N.T.S. LINE COVER SHALL BE 1 INSULATED, LOW -LEAKAGE 22 GA. GALVANIZED DAMPERS SHEET METAL AND 2 DAMPER LINKAGE ASSEMBLY WEATHER PROOF. 3 DAMPER OPERATOR AND MOTOR FASTEN TO WALL WITH 4 WEATHERPROOF LOUVERS 1/4" CONCRETE NAIL 5 1/2" X 1/2" PVC -COATED WASHER GALVANIZED BIRD SCREEN 6 CAULK AND SEAL ALL EXTERIOR WALL OPENINGS 7 LOUVERS TO BE RECESSED ON EXTERIOR WALL 8 EXTERIOR WALL 9 DUCT NOTE: DAMPER, LOUVER, AND GUARD ARE TO HAVE MINIMUM OF 80% FREE AREA 6 MOTORIZED LOUVER DETAIL M3.01 SCALE: N.T.S. 3/8" THREADED ROD SHEETMETAL ICAL 'Z' BAR TIRE DUCT GING DETAIL Reviewed for Code Compliance91UniversalEngineering Sciences CEILING STRUCTURE NOTE: ALL AHU'S SHALL HAVE AN DRAIN PAN WITH A FLOW SWITCH INSTALLED TO SHUT DOWN AHU SYSTEM IF CONDENSATE DRAIN LINE IS BLOCKED. PROVIDE A MIN. OF 4" CLEARANCE ALL AROUND THE AHU. RETURN AIR DUCT 2 VERTICAL AIR HANDLER DETAIL M3.01 SCALE: N.T.S. CHANNEL STRAP DUCT HANGING DETAIL REFRIGERANT LINES UP ALONG WALL. PROTECT WITH LINE COVER PAINTED TO MATCH WALL COLOR —' WALL STRUCTURE CONDENSING UNIT-„ w ACCESS PANELCONDENSINGUNITW/NEOPRENE 1'-0 VIBRATION ISOLATORS (4 REQ.) MIN. FASTEN TO CONCRETE PAD FOR L HURRICANE FORCE WINDS (TYP.) TOP OF SLAB ELEVATION - SEE STRUCTURAL AND CIVIL PLANS FOR DETAILS 7 ) REFRIGERANT LINE COVER DETAIL M3.0_ SCALE: N.T.S. TYPICAI ON ALL CORNER TYPICAL DL M3.00 SCALE: N.T.S. HAMMOND & ASSOCIATES, INC. CONSULTING ENGINEERS 18800 N.W. 2ND AVENUE, SUITE 216 MIAMI, FLORIDA 33169 TEL: (305) 651-8522 FAX (305) 651-3375 ERIC J. HAMMOND P.E. MECHANICAL / ELECTRICAL ENGINEER P.E. #39048 EB 5315 I- JOIST SUPPLY AIR DUCT FLEX CONNECTION AIR HANDLING UNIT WALL STRUCTURE 7'-6" f REFRIGERANT LINES FLOW CONDENSATE DRAIN SWITCH WITH TRAP NEOPRENE PAD STAND 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 Ln w m o LU z p W v® 0 u- Qqcncn Z oW LUW STAMP: 48 f r AL ERI NO, PE EB 5315-PE 39048 This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., s not to be reproduced or cooled 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 retorned upon request. 02818 WRIGHT GARDNER ARCHITECT, LLC. revisions No, Descri tion Date QPERMIT 07-21-21 sheet title: MECHANICAL DETAILS CONTD. project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: M 0 NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION ELECTRICAL SYMBOL LEGEND O LIGHT FIXTURE CEILING MOUNTED O I WALL MOUNTED LIGHT FIXTURE ll I) DUPLEX RECEPT. - NEMA 5-20R (18" A.F.F.TO CENTER) IT SPECIAL PURPOSE RECEPT (18" A.F.F. TO CENTER) RATING AS NOTED SINGLE POLE SWITCH - 20 AMP (48" A.F.F.TO CENTER) D 3 THREE WAY SWITCH - 20 AMP (48" A.F.F. TO CENTER) y DIMMER SWITCH (48" A.F.F. TO CENTER) r MANUAL STARTER -MT. 5'-6" A.F.F. TO TOP U.O.N. P P INDICATES PILOT LIGHT MAGNETIC STARTER (5-6" A.F.F. TO TOP) FUSIBLE DISCONNECT SWITCH POLES, AMPS AND FUSES AS SHOWN NF INDICATES NON -FUSED MOTOR (1 PHASE) PANELBOARD (6'-0" AFF TO TOP) SD SMOKE DETECTOR OJUNCTION BOX SECURITY CAMERA 1 TEL/ CAN OUTLET. (2) CAT5e CABLES BACK TO OPTICAL NETWORK TERMINAL EQUIPMENT IN UNITS). WP WFI INFRASTRUCTURE. ABBREVIATIONS A.F.F ABOVE FINISH FLOOR A.F.G. ABOVE FINISH GRADE E.W.H ELECTRIC WATER HEATER G.F.I. GROUND FAULT INTERRUPTER MT. MOUNT MTD. MOUNTED U.O.N. UNLESS OTHERWISE NOTED WT WATERTIGHT W.P. WEATHERPROOF PNL PANEL TYP. TYPICAL LTG. LIGHTING FIN. FINISH CU. COPPER GRD. GROUND FLUOR. FLUORESCENT ELECTRICAL NOTES A. GENERAL PROVISIONS D LIGHTING PANELS 1. THE WORK SHALL CONSIST OF FURNISHING LABOR, EQUIPMENT, AND MATERIALS TO PROVIDE THE COMPLETE INTERGRATED AND PROPER FUNCTIONS SYSTEMS AS SHOWN ON THE DRAWINGS. 1. PROVIDE LIGHTING AND RECEPTACLES PANELS AS INDICATED ON THE PLANS AND AS SPECIFIED HEREIN. ALL PANELS SHALL BE DEAD FRONT, CIRCUIT BREAKER TYPE AND MALL BEAR THE U.L LABEL AS WELL AS MEET ALL APPLICABLE 2. ALL WORK SHALL BE DONE IN CONFORMANCE WITH FBC 2017 AND NEC 2014 OF THE NATIONAL ELECTRICAL CODE, ALL NEMA REQUIREMENTS. APPUCABLE FEDERAL, STATE AND LOCAL REGULATIONS AND ORDINANCES. 2. ALL PANELS SHALL HAVE TYPEWRITTEN CIRCUITS DIRECTORIES MOUNTED INSIDE OF DOOR. 3. ALL EQUIPMENT AND MATERIALS PROVIDED SHALL BE NEW AND IN CONFORMANCE WITH APPUCABLE PROVISIONS OF NEMA, ANSI, U.L. ETC. 3. PANELS SHALL BE SUITABLE FOR THE SERVICE RATING INDICATED ON THE PANEL SCHEDULES. 4. THE ELECTRICAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT OF OTHER TRADES SO AS TO AVOID 4. ALL BREAKERS SHALL BE FULL SPACE, INDIVIDUAL FRAME TYPE NO "PIGGY BACK" OR TANDEM BREAKERS WILL BE INTERFERENCES. PERMITTED. 5. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL LAYOUT OF ELECTRICAL SYSTEMS. FIELD VERIFICATIONS E. SAFETY SWITCHES OF DIMENSIONS IS DIRECTED. 1. SAFETY SWITCHES SHALL BE HEAVY DUTY TYPE FUSIBLE OR NON -FUSIBLE WITH POLES, AMPERE AND 6. SECURE PERMITS AND INSPECTIONS REQUIRED BY STATE AND LOCAL LAWS AND ORDINANCES. SERVICES RATINGS AS INDICATED ON THE PLANS. LUGS SHALL BE U.L. LISTED FOR CU. -AL 7. UPON COMPLETION OF THE WORK, FURNISH TO THE OWNER CERTIFICATES OF FINAL INSPECTIONS AND APPROVALS 2. ENCLOSURES FOR SAFETY SWITCHES SHALL BE NEMA 1, EXCEPT FOR SWITCHES MARKED "WP" (WEATHERPROOF) SHALL FROM AUTHORITIES HAVING JURISDICTION. BE NEMA 4XSS. B. RACEWAYS F. FUSES 1. ALL WIRING SHALL BE INSTALLED IN APPROVED RACEWAYS. 1. ALL FUSES SHALL HAVE A 200,000 AMP RMS SYMETRICAL RATING UNLESS OTHERWISE NOTED. 2. MINIMUM CONDUIT SIZE SHALL BE 1/2" TRADE SIZE. 2. FUSES RATED 0 TO 600 AMPS SHALL BE AS FOLLOW: a) CIRCUIT BREAKER PANEL PROTECTION-U.L CLASS RK-1, DUAL ELEMENT(BUSSMANN "LOW PEAK" OR EQUAL). 3. USE FLEXIBLE CONDUIT FOR SHORT FINAL CONNECTIONS TO VIBRATING EQUIPMENT SUCH AS MOTORS AND b) MOTOR CIRCUIT PROTECTION-U.L CLASS RK-5, DUAL ELEMENT (BUSSMANN "FUSETRON" OR EQUAL). TRANSFORMERS. LIQUID -TIGHT FLEXIBLE CONDUIT SHALL BE USED IN DAMP AND WET LOCATIONS. 4, EXPOSED CONDUITS SHALL BE RUN PARALLEL TO BUILDING LINES. 3. FUSES RATED 601 AMPS OR LARGER SHALL BE Li CLASS L TIME DELAY (BUSSMANN "HI -CAP" OR EQUAL). 5. DO NOT INSTALL CONDUITS LARGER THAN 1/3 THE SLAB THICKNESS IN CONCRETE SLABS. G. SITE VISIT 6. PROVIDE APPROVED FIRE STOPPING MATERIALS AT ALL PENETRATIONS THROUGH FIRE RATED FLOORS AND WALLS TO 1. BEFORE SUBMITTING A BID THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE CONDITIONS AT THE SITE AND ALL EXISTING STRUCTURES ORDER TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND ELECTRICAL SYSTEMS WHICHPREVENTTHEPASSAGEOFSMOKE, FIRE, TOXIC GAS OR WATER THROUGH THE PENETRATION EITHER BEFORE, DURING OR TILL IN ANY WAY AFFECT THE WORK REQUIRED UNDER THE CONTRACT. THE CONTRACTOR SHALL INFORM THE ENGINEER IN AFTER A FIRE, AS REQUIRED BY ARTICLE 300-21 OF THE N.E.C. WRITING OF ANY DISCREPANCIES FOUND DURING SAID SITE MSIT. NO SUBSEQUENT INCREASE IN CONTRACT COST WILL BE 7. PROVIDE CABLE SUPPORTS IN ACCORDANCE WITH ARTICLE 300 OF THE N.E.C. ALLOWED FOR ADDITIONAL WORK REQUIRED BECAUSE OF CONTRACTOR'S FAILURE TO FULFILL THIS REQUIREMENT. 8. PROVIDE EXPANSION FITTINGS IN CONDUIT STRUCTURAL EXPANSION JOINTS. HAS 9UILTS C. CONDUCTORS 1. UPON COMPLETION OF PROJECT CONTRACTOR SHALL PROVIDE COMPLETE ASBUILT DRAWINGS, OPERATING AND MAINTENANCE MANUALS PER FBC EC-C405.6.4. PROVIDE CERTIFIED DOCUMENTS TO OWNER THAT LIGHTING CONTROLS MEEET DOCUMENTED 1. ALL WIRING SHALL BE COPPER. PERFORMANCE CRITERIA OF SECTION C405 WITHIN 90 DAYS OF CERTIFICATE OF OCCUPANCY. 2. CONDUCTORS SHALL BE RATED 60OV. WITH TYPE THWN INSULATION. 3. WIRES SIZE #10 AWG AND SMALLER SHALL BE SOLID CONDUCTOR. WIRES SIZE #8 AND LARGER SHALL BE STRANDED. 4. MINIMUM CONDUCTORS SIZE SHALL BE #12 AN. i LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MANUFACTURER CATALOG VOLT No. LAMP TOTAL MOUNTINGNUMBERLAMPSTYPEWATTS SUBSTITUTIONS TO THE ABOVE FIXTURE SCHEDULE6' DOWN LIGHT LED A W/DIMMING TORCHSTAR SJ1 DL6D-24P12W30 120 1 12 WATTS 12 RECESSED MUST BE SUBMITTED 14 DAYS PRIOR TO BID & LED REVIEWED BY THE ARCHITECT, ENGINEER & OWNER. SUBSTITUTIONS WILL NOT BE REVIEWED AFTER VP B 6" DOWNLIGHT LED TORCHSTAR J1D1_6D-12W3ORTV2-12 120 1 12 WAS 12 RECESSEDW/DIMMING VAPOR PROOF LED THIS TIME, SUBMITTAL PACKAGES MUST INCLUDE COLOR, CUT SHEETS, ALL PHOTOMETRICS & 4 C WALL SCONCE LEMON BEST B07R64ZS88 120 1 15 WATTS 15 WALL FIXTURE SAMPLES FOR ALL DECORATIVE FIXTURES, LED LANDSCAPE FIXTURES & OUTDOOR FIXTURES. WITHOUT THIS INFORMATION NO REVIEW WILL BE PROVIDED. D STRIP LED LIGHTING TECHNOLOGY LLT-LVP5M-4N3635 120 1 36 63 SURFACECENTS jy E ISLAND PENDANT HOME FOCUS LIGHTING TECH FL2010/SATIN 120 1 5 WATTS 5 PENDANTrSATINNICKELNICKEL C Y F FLOOD LIGHTS AMERITOP BO82VH4P1Y 120 1 35 WATTS WALL 0 H BATHROOM FIXTURE VILUXY B07WlHWC4D 120 1 5 WATTS 5 CEILING K KEYLESS GE 18304/BO02HEMXYB 120 1 LED 12 CEILING FROM PAD MTD. TRANSFORMER 3#250 MCM IN 3"C. 3 #250 MCM IN TYPICAL PANEL SECTION 22K AIC 3 #3/0 & 1 #6 BOND -2"C 3#250 MCM & 1 #4 BOND -3"C 250A, 2P ENCLOSED TYPICAL O li BREAKER PANEL 22K AIC SECTION 1 22K AIC 18,854K AIC 2 CU. ORD. CONDUCTOR 5/8" x 8 FT GROUND ROD. TYPICAL RISER DIAGRAM N.T.S. HAMMOND & ASSOCIATES, INC. CONSULTING ENGINEERS 18800 N.W. 2ND AVENUE, SUITE 216 4, MIAMI, FLORIDA 33169 TEL: (305) 651-8522 FAX (305) 651-3376 ERIC J. HAMMOND P.E. MECHANICAL / ELECTRICAL ENGINEER P.E. #39048 EB 5315 Short Circuit Calculation I Available Fault Current'isca' : 60255 Distance to Vault'L' co C' Value :F_ 18593 Line to Line Voltage : 240 of runs of conduit :0 Numerator- T' Factor : 16991307.45 Denominator -'P Factor: 4462320 F' Factor : 3.807729488 M' Factor : 0.207998391 Isca it Fault Current at MDP : 12532.94308 Formula =1.73 X 'L' X 'Ism' Formula =(#of runs) x'C' x Voltage Formula=(1)1(1+'F' Factor) Formula ='M' x'lsca' 154 Krog Street, #125 Atlanta, GA 30307 404.218-8460 STAMP: r` Ln w rn J M aii LU Q w Q Q ui S = Vill U LLLJCnm CM zwN4Zw HAM% z ii 0 048 ArE OF NAL ERIC H(t)46 PE EB 5315-PE 39048 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 retumed upon request. 02018 WRIGHT GARDNER ARCHITECT. LLC. revisions No. Description Date QPERMIT 07-21-21 sheet title: project number: drawing date: scale sheet number: 19-049 04.05.2021 as noted NOT ISSUED FOR CONSTRUCTION 0 ISSUED FOR CONSTRUCTION HATCHED AREA REPRESENTS DUPLEX BUILDING 2 SUBJECT TO ANALYSIS — HEAVY DASHED LINE REPRESENTS ASUMED PROPERTY LINE- -- BALCONY - BALCONY JI NY „ BALCONY El lr 0 I 24 1 25 1 26 1 27 BUILDING 8 BUILDING 9 BALCONY BALCONY OCENA DRIVE 17 V QJ v 16 BUILDING 7 15 2 14 6 HEAVY DASHED LINE o REPRESENTS ASUMED PROPERTY LINE S/oF -90 8ei/ J v Reviewed for Code ComplianceG9UniversalEngineeringSciences HAMMOND & ASSOCIATES, INC. CONSULTING ENGINEERS 18800 N.W. 2ND AVENUE, SUITE 216 MIAMI, FLORIDA 33169 TEL- (305) 651-8522 FAX (305) 651-3376 ERIC J. HAMMOND P.E. MECHANICAL / ELECTRICAL ENGINEER P.E. #39048 EB 5315 MIJ 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 r-- erTwcr, M oQ UJ Z 0 W QOLL S = a a Q J al on aW C3 V) zw 4 L STAMP: This drawing is the property of WRIGHT GARRNER ARCHITECT, LLG, 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 idenHHed herein and is not to be used on any other project. It is to be returned upon request. M10 WRIGHT GARDNER ARCHITECT, LLC. revisions EMS sheet title: project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: E1 %if %J NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION HAMMOND & ASSOCIATES, INC. CONSULTING ENGINEERS 18800 N.W. 2ND AVENUE, SUITE 216 MIAMI, FLORIDA 33169 TEL: (305) 651-8522 FAX (305) 651-3376 ERIC J. HAMMOND P.E. MECHANICAL / ELECTRICAL ENGINEER P.E. #39048 EB 5315 Reviewed for Code93ComRfliance Universal Fngtneeriny Sciences 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 STAMP: F4 r Ln LLJ CIS M Q LU Z WLL Ji T Q0toWcc W i7 c ZW Gl l I AMM C E S/FO y/, i 0®a STATE OF ORIOP• sA loa a6r E 19'IFIXI 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 QPERMIT 07-21-21 sheet title: DUPLEX project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION HAMMOND & ASSOCIATES, INC. CONSULTING ENGINEERS 18800 N.W. 2ND AVENUE, SUITE 216 F MIAMI, FLORIDA 33169 TEL: (305) 651-8522 FAX (305) 651-3376 ERIC J. HAMMOND P.E. MECHANICAL / ELECTRICAL ENGINEER P.E. #39048 EB 5315 Reviewed for Codm Complianc4 Unirversal Engni 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 hitsW LA ran 0 Q Z d W O 2 ^ V O w to 03 zCDW D Lr) zW STAMP: 11111111// Mir tea ENS, you w •, • i STATE op iZ1 i11s{s QNAL EN,`G\ EF eY/1 ty1jtQC1NLS, PE EB 5315- E 39048 This drawing is the property of WRIGHT GARDNER ARCHITECT, LLG, a is not to be reproduced or copied in whale or in part. It is only to be used for the project and site specifically identified herein and is not to be used an any other project. It is to be returned upon request. 18 WRIGHT GARDNER ARCHITECT, LLL revisions No. Description Date QPERMIT 07-21-21 sheet title: DUPLEX project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: iQ ya DUPLEX TYPE 2 FIRST FLOOR ELECTRICAL PLAN E1-02 1 /4" = 1'-9- NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION Reviewed for Code 93 Compliance Universal Engineering Sciences A CHANGES MADE ON THE ENTIRE SHE T HAMMOND & ASSOCIATES, INC. CONSULTING ENGINEERS 18800 N.W. 2ND AVENUE, SUITE 216 MIAMI, FLORIDA 33169 TEL- (305) 651-8522 FAX (305) 651-3376 ERIC J. HAMMOND P.E. MECHANICAL / ELECTRICAL ENGINEER P.E. #39048 EB 5315 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 nLn L,a (71 m LJJ 6 Q za_ V 0 L V O m O W O Z J1 W STAMP: H11/////' C 8 CS F Sy OF ki all PA' MM0ND, PE EB 5315-PE 39048 This drawing is the property of WRIGHT GARRNER ARCHITECT, LLC., & is not to be reproduced or copied in whole or in part It is only to tK used for the project and site spe,ofically identified herein and is not to be coed on any other project It is to be returned upon request. ONI8 WRIGHT GARRNER ARCHITECT, TLC. revisions No. Description Date AlPERMIT 07-21-21 sheet title: project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: 2 DUPLEX SECOMFLOOR E1-03 1 /4" = V-0" NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION Reviewed for COde Compliance91UniversalEngineering Sciences DUPLEX THIRD FLOOR ELECTRICAL P 1 /4" = V-0" HAMMOND & ASSOCIATES, INC. CONSULTING ENGINEERS 18800 N.W. 2ND AVENUE, SUITE 216 MIAMI, FLORIDA 33169 TEL- (305) 651-8522 FAX (305) 651-3376 ERIC J. HAMMOND P.E. MECHANICAL / ELECTRICAL ENGINEER P.E. #39048 E8 5315 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 f\ n W rn7 tin Q UJ Z Q w O r AV& U E 2 m8 0V) Wm t R O Lu Cj c/tZW STAMP: \\0\1I I H I I///%/ Z O\ i `GIC EAi 4' 0. O ERIC HAMMOND, PE EB 5315-PE 39048 This drawing is the preperty ofWRIGHT GARDNER ARCHITECT, LLC., It is not W be reproduced or copied in whole or in part. Itis only to be used for be project and site specifically identified herein and is not to be used on any other project. It is to be retained upon request. C2018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date QPERMIT 07-21-21 sheet title: project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: E1 NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION GENERAL PLUMBING NOTES 1 ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE NTH APPLICABLE LOCAL CODES, RULES AND ORDINANCES.(FBC—PLUMBING 2020) 2 CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY 1FAMILIARLIZEHIMSELFWITHALLEXISTINGCONDITIONS. 3 ALL MATERIALS SHALL BE NEW 4 ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE. 5 ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PART OF THIS CONTRACT. 6 REQUIRED INSURANCE SHALL BE PROVIDED BY THE CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 7 CONTRACTOR SHALL SECURE AND PAY ALL PERMITS, FEES, INSPECTION AND TEST. 8 DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. 9 ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION, REPORT ANY DISCREPANCY TO ENGINEER/ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. 10 VERIFY LOCATION, SIZE, INVERTS AND ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ADVISE ENGINEER OF ANY DESCREPANCIES. 11 WATER PIPING SHALL BE TYPE "L" COPPER FOR 2" AND UNDER AND TYPE "K" COPPER FOR 2 1/2" AND ABOVE. ALL UNDERGROUND WATER PIPING SHALL BE TYPE "K" COPPER. 12 SOIL, WASTE, VENT AND RAIN WATER PIPING ABOVE AND BELOW GRADE SHALL BE CAST IRON HUBLESS PIPE OR PVC SOLID WALL. 13 AIR CONDITIONING CONDENSATE DRAIN PIPING SHALL BE THREADED STEEL PIPE OR COPPER DRAIN WASTE AND VENT PIPE & FITTINGS. INSULATE ALL CONDENSATE PIPING EXCEPT UNDERGROUND. 14 INSULATE ALL CONDENSATE LINES ABOVE GRADE WITH 1/2" ARMAFLEX PREFORM 15 ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS AND MARKED ACCESS PANELS. 16 FURNISH AND INSTALL APPROVED AIR CHAMBERS AT EACH PLUMBING FIXTURE AND P.D.I. APPROVED SHOCK ARRESTORS ON MAIN LINES OR RISERS. 17 DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN PIPING AND EQUIPMENT CONNECTIONS. 18 ISOLATE COPPER PIPE FROM HANGER OR SUPPORT WITH ISOLATOR PAD HAIR FELT LINING) SUPER STRUT MODEL C/15/16. 19 ALL RATED FLOOR AND WALL PENETRATIONS (NO PVC) SHALL HAVE FIRE, SMOKE AND WATER STOPS BY FILLING VOIDS BETWEEN PIPE AND WALL/FLOOR SLEEVES WITH FIRE RATED FOAM, CHASE TECHNOLOGY CORP. —CIC PR 855 OR 3M, CP-25 CAULKING OR 303 PUTTY, TO ACHIEVE SAME RATING AS WALLS OR FLOORS. 20 CONTRACTOR SHALL GAURANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN (1) YEAR FROM DATE FOR ACCEPTANCE. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED. 21 PROVIDE 1/2" TRAP PRIMER LINE FOR ALL FLOOR DRAINS FROM THE NEAREST LAVATORY OR SINK SUPPLY. 22 PROVIDE ACCESS PANELS FOR ALL CONCEALED VALVES AND ALL WATER HAMMER ARRESTORS. ACCESS PANELS IN RATED WALLS MUST MAINTAIN THE SAME RATING. ALL ACCESS PANELS MUST MATCH THE FINISH OF THE WALL IN WHICH IT IS INSTALLED.. 23 CONTRACTOR SHALL PROVIDE COMBINATION COVER PLATE AND CLEANOUT PLUG FOR ALL WALL CLEANOUTS — JOSAM 58890 SERIES. 24 ALL HOSE BIBBS SHALL BE CHROME PLATED 3/4" SOLID FLANGED THREADED HOSE AND LOOSE KEY W/VACUUM BREAKER — WATTS I MOUNTED 26" ABOVE GRADE OR FINISH FLOOR. 25 DRAINS SHALL BE AS FOLLOWS: FLOOR : ROOF : J.R. SMITH #1419—UM-08068-20-0 26 INTERIOR FLOOR CLEANOUTS`9'WV?k i`t90USERIES 58370 27 ALL CONTROL VALVES SHALL BE TAGGED AND MARKED. A REPRODUCIBLE DIAGRAM LOCATING ALL VALVES SHALL BE PROVIDED FOR OWNER/OPERATOR OF THE SITE. 28 TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE —SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH THE SECTION AND CHAPTER 633, FLORIDA STATUTES. PLUMBING FIXTURE SCHEDULE NAME TYPE MANUFACTURE & MODEL# ACCESSORIES & NOTES FLOOR MOUNTED BRIGGS BRIGGS"ABINGDON" 4230, LOW CONSUMPTION WC-1 WATER CLOSET BRIGGS TOILET VITREOUS CHINA ELONGATED BOWL AND MODEL # ABINGDON 4230 TANK 14'/" BOWL ANTI -SIPHON COCK 1.6 GPF WHITE TANK TYPE SOLID PLASTIC CLOSED FRONT WITH COVER SEAT 19" ROUND, SELF -RIMMING COUNTER TOP L 1 LAVATORY BRIGGS PORCELAIN. DELTA 2520 TWO BLADE HANDLES, UNDERMOUND MODEL # HOMER 3012 4" CENTERSET, SNAP-N-POP UP DRAIN CHROME FINISH 33" X 22" DOUBLE COMPARTMENT SINK, 6" DEEP SK-1 KITCHEN SINK ELKAY MODEL # DAYTON KJ-23322 HEAVY -GAUGE NICKEL BEARING STAINLESS STEEL, DROP -IN) POLISHED TO A BUFFED FINISH WITH J CHANNEL STAINLESS STEEL SELF RIM DEVICE, BOTTOM SOUND DEADENED PROVIDE GARBAGE DISPOSAL FOR THE SINK. HB 3/4" HOSE BIBB ZURN MODEL# Z-1350-VP INSTANT HOT TITAN 240V, 11.8KW EWH-1 ELECTRIC MODEL #: N-120 WATER HEATER AMERICAN STANDARD ACID - RESISTANT PORCELAIN ENAMELED TUB TUB 2461-002 AMERICAST RECESSED BATH. INT APRON LUMBAR SUPPORT AND HEADREST. DRAIN KIT AMERICAN STANDARD PRESSURE BALANCED FAUCET WITH SHOWER SH SHOWER 2000.501 HEAD ANTI -SCALD. SET HOT WATER @ 110°F, PROVIDE SHOWER HEAD RELIANT 3 VALVE TRIM # TU385601 WDXH 3 FUNCTION HAND SHOWER # 1660.766 WITH NON -POSITIVE SHUT-OFF IN -LINE VACUUM BREAKER # 1660.400 DRAIN: JAY R. SMITH #2005A & P-TRAP SHOWER HEAD: "FLOWISE" #1660.710 BACKFLOW PREVENTER: #1660.400.002 FLOW RATE-1.5GPM Q EXP. THERMAL AMTROL 1.5 GALLON TANK EXPANSION TANK MODEL# ST-5 150 PSIG WORKING PRESSURE 3"FD 3" FUNNEL FLOOR DRAIN JOSAM OR APPROVED EQUAL POLISHED NICKEL CAST IRON FLOOR DRAIN WITH JAY R. SMITH TYPE E POLISHED NICKEL BRONZE STRAINER MODEL # 351 OY03-Fl1-07NB-PO50 4" DIAMETER PROOF 6" SQUARE TOP & TRAP PRIMER FIXTURE TYPE WATER PIPE SIZE NOMINAL SAN. SIZE MAX. FLOW RATES WATER CLOSET (TANK TYPE) 3/8" 3" 1.6 GPF LAVATORY 1/2" 1 1/4" 0.5 GPM SHOWER 1/2" 2" 2.5 GPM KITCHEN SINKS 1/2" 1 1/2" 1.5 GPM WATER HAMMER ARRESTOR SIOUX CHIEF SIZING AND SELECTION P.D.I. UNITS A B C I D I E F FIXTURES UNITS 1-11 12-32 33-60 61-113 114-15 155-330 PLUMBING SYMBOL, LEGEND & ABBREVIATION SYMBOL ABBREV DESCRIPTION REMARKS C COLD WATER PIPING H HOT WATER PIPING HWR HOT WATER RETURN S.A. SHOCK ABSORBER S.O.V. SHUT—OFF VALVE SAN— S or W SANITARY or WASTE PIPING U.I.O. UNLESS INDICATED OTHERWISE V VENT PIPING i BV BALL VALVE Tel CV CHECK VALVE 0 PIPE RISE D PIPE DROP I. BRANCH OFF TOP BRANCH OF BOTTOMv CO WALL CLEANOUTI UNION JIL VTR VENT THRU ROOF j— BALANCE COCK p< GV GATE VALVE PRV PRESS AND TEMP RELIEF VALVE CO FLOOR CLEANOUT X-1 INDICATES RISER TP TRAP PRIMER I O WH WALL HYDRANT HB HOSE BIBB EyReviewed for CodeCompliance Universal EngineeringSciences HAMMOND & ASSOCIATES, INC. CONSULTING ENGINEERS 18800 N.W. 2ND AVENUE, SUITE 216 MIAMI, FLORIDA 33169 TEL- (305) 651-8522 FAX (305) 651-3376 ERIC J. HAMMOND P.E. MECHANICAL / ELECTRICAL ENGINEER P.E. #39048 EB 5315 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 LnLnwrn m C] q w uo C) O t411 E LL I-- u d 0L° won o w oZzw W2, STAMP: 7rO 0. 48 t fe IOF A, 464 s >/eS7QNAL F•NG \\\ ERf'G/fA yf11VVAO PE EB 5315-i' 39048 Thisdrawing is the property of WRIGHT GARDNER ARCHITECT, LLC., R is not W be reproduced or copied in whole or in part. itis 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 QPERMIT 07-21-21 sheet title: PLUMBING GENERAL NOTES SYNIEOLS SCHEDULE project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION HAMMOND & ASSOCIATES, INC. CONSULTING ENGINEERS 18800 N.W. 2ND AVENUE, SUITE 216 MIAMI, FLORIDA 33169 TEL: (305) 651-8522 FAX (305) 651-3376 ERIC J. HAMMOND P.E. MECHANICAL / ELECTRICAL ENGINEER P.E. #39048 EB 5315 PLUMBING KEYED NOTES: 111i" DOMESTIC WATER PIPING BELOW GRADE. SEE PLUMBING PLANS FOR CONTINUATION. 1 %" DOMESTIC WATER PIPING BELOW GRADE. SEE CIVIL PLAN FOR CONTINUATION. 4" SANITARY PIPING BELOW GRADE. SEE PLUMBING PLANS FOR CONTINUATION. 4" SANITARY PIPING BELOW GRADE. SEE CIVIL PLANS FOR CONTINUATION. 6"SD PIPING BELOW GRADE(2,114 SQ.FT) SEE CIVIL PLAN FOR CONTINUATION. 5 0 U T H OCENA DRIVE 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 Ln Mmeiax tA A 1 0 QriZo_ Z W 0 0UOu_ O Q m C) z o Z w ri STAMP: HAlyyOGeaFti 3 048 y= • QR IpP L EN\ ERIC HAMMOND, PE EB 5315-PE 39048 This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., fi Is not to be reproduced or copietl 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 anyother project. It is to be returned upon request. 02018 WRIGHT GARDNER ARCHITECT, TLC. revisions No. Description Date QPERMIT 07-21-21 sheet title: PLUMBING SITE PLAN project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION 1%"CONDENSATE DISCHARGE AT E) 4"SANITARY RISER DOWN TO BELOW GRADE 3/4"HOSE BIBB WITH LOOSE KEY 3/4"CW BELOW SLAB 3/4"CW O BELOW SLAB 77 3"RWL(725 SQ.FT) al, 3"RWL(725 SQ.FT) 3/4-CW IN CEILING 1"CONDENSATE RISER FROM ABOVE AFFSET IN CEILING IN CEI IN CEILING JAHU-1 4"SANITARY PIPING 3 TONS 1BELOW GRADE if SAN = SAN 4"SANITARY PIPING 3"Fp IN CEILING 4"SANITARY RISER FROM FIRST FLOOR t, OFFSET IN CELING 11/a"CW UP TO FIRST FLOOR t: 11/4"CW IN CEILING 4"SAN = 46 WFU'S) I e WCW-UP-IN-COOING- - - - - - - - - - - EW-iN-fEHW1 S a SHUT-OFF VALVE 3/4" WALL HYDRANT 11/4"CW BELOW GRADE SEE PLUMBING SITE PLAN P-1.00 FOR CONTINUATION DUPLEX TYPE 2 t01 1 /4" = 1'-0" 3"RWL(1,057 SQ.FT) 3/4"CW IN CEILING 1"CONDENSATE RISER FROM ABOVE AFFSET IN CEILING 4' SANITARY PIPING BELOW GRADE 40 DFU'S) SAN• 4"SANITARY PIPING IN CEILING(40 DFU'S) ic 4"SANITARY RISER FROM FIRST FLOOR OFFSET IN CEILING 1 y4"CW UP TO FIRST FLOOR 4"SAN 40 DFU'S) IN CIDEEILING 1" CO IN CEILING AHU-1 3 TONS[M 11/4"CW IN CEILING 46 WFU'S) i 11/4"CW UP IN CEILING 4"SAN GE PLUMBING FLOOR PLAN 3" RWL(1,057 SQ.FT) SHUT-OFF VALVE — 3/4" WALL HYDRANT 11144"CW BELOW GRADE SEE PLUMBING SITE PLAN P-1.00 FOR CONTINUATION N HAMMOND & ASSOCIATES, INC. CONSULTING ENGINEERS 18800 N.W. 2ND AVENUE, SUITE 216 MIAMI, FLORIDA 33169 TEL: (305) 651-8522 FAX (305) 651-3376 ERIC J. HAMMOND P.E. MECHANICAL / ELECTRICAL ENGINEER P.E. #39048 E8 5315 I I6 I 11/"CONDENSATE PIPING DISCHARGE AT EXTERIOR 4"SANITARY RISER DOWN TO BELOW GRADE 40 DFU'S) 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 t. Ln m n 4 UJ zo_ W 0v0 U- Imo- -'- zv p< Ln CO w z w STAMP: HgMM //'i S1`ATF OF n. ` ff\ ORIDN EB d6FIPg4 8 This drawing is the property of WRIGHT GARDNER ARCHITECT, LLG, It is not to be reproduced or cooled 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 anyother project. It is to be returned upon request. 07018 WRIGHT GARDNER ARCHITECT, LLC. PLUMBING GENERAL NOTES: A. WATER ACCESS WILL BE GANGED(WATER METER). FROM THERE THEY WILL RUN PIPE TO UNIT. AT OF DRIVEWAY, THERE IS A TRENCH DRAIN RUN WATER ACCESS THROUGH THIS). MINIMIZING WATER THAT COULD GO INTO GARAGE. CIANGES MADE THE ENTIRE SHEET revisions No. Description Date QPERMIT 07-21-21 sheet title: DUPLEX GARAGE FLOOR PLUMBINGb PLAN project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION STUDOR VENT 3"RWL(1,057 SQ.FT) 3-RWL(1,057 SQ.FT) DUPLEX TYPE 2 FIRST FLOOR PLUMBING PLAN P1-02 1 /4" = 1'-0" STUDOR VENT PLUMBING KEYED NOTES: O4" SANITARY RISER DOWN TO BELOW. O1"COLD WATER RISER UP TO ABOVE. O3 3/4" HOT WATER RISER DOWN FROM ABOVE. O¢ 1%" COLD WATER RISER FROM THE GARAGE O3" VENT RISER UP AND OFFSET IN THE CEILING. O3/4" HOT WATER RETURN RISER UP TO SECOND FLOOR. Reviewed for Code Compliance Universal Engineering Sciences I CHANGES MADE ON THE ENTIRE SHEET HAMMOND & ASSOCIATES, INC. CONSULTING ENGINEERS 18800 N.W. 2ND AVENUE, SUITE 216 FR MIAMI, FLORIDA 33169 TEL: (305) 651-8522 FAX (305) 651-3376 ERIC J. HAMMOND P.E. MECHANICAL / ELECTRICAL ENGINEER P.E. #39048 EB 5315 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 Imo. inw ®1et Q Z i Z w O m U J0LL s on on o LIJ ca ZOuJ Or 7LJ STAMP: Illl Q_ f q 8 J 0 , STATE OFiRis • Z This drawing is the property 6f4JR1110 kR NER ARCHITECT, I. 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 herein and is not to be used on any other project. It is to be realobed upon request. Wfill WRIGHT GARDNER ARCHITECT, L.I.C. revisions No. Description Date QPERMIT 07-21-21 sheet title: if M.. FISRT i PLUMBING PLAN project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: fiQi? NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION PLUMBING KEYED NOTES: 0 1" COLD 3/4" HOT WATER RISER UP FROM SECOND FLOOR. O3" VENT RISER UP THRU ROOF. J RYYI-I I,wi aw.r 17 J I\YYL`I,vol awx l/ DUPLEX TYPE 2 THIRD PLOOR PLUMBING PLAIN.i PLUMBING KEYED NOTES: O O O 3" SANITARY RISER FROM THIRD FLOOR & OFFSET IN CEILING. 1" DOMESTIC WATER RISER UP TO THIRD FLOOR. 3" VENT RISER UP IN WALL. 1 %" DOMESTIC COLD WATER RISER FROM FIRST FLOOR. 1" CONDENSATE RISER FROM AHU-2 ON 3RD FLOOR. 3" VENT RISER UP TO 3RD FLOOR. 1" COLD WATER & 3/4" HOT WATER RISER UP TO 3RD FLOOR. 3" SANITARY PIPING DOWN IN WALL TO FIRST FLOOR CEILING. 3/4" HOT WATER SUPPLY RISER DOWN TO FIRST FLOOR & 3/4" RETURN RISER UP FROM FIRST FLOOR. 3" VENT RISER UP FROM FIRST FLOOR. 3"RWL(1,057 SQ.FT) CL 3"RWL(1,057 SQ.FT) DUPLEX TYPE 2 -SECOND FLOOR PLUMBING PLAN Reviewed for Code Compliance Universal Engineering Sciences HAMMOND & ASSOCIATES, INC. CONSULTING ENGINEERS 18800 N.W. 2ND AVENUE, SUITE 216 i, MIAMI. FLORIDA 33169 TEL! (305) 651-8522 FAX (305) 651-3376 ERIC J. HAMMOND P.E. MECHANICAL / ELECTRICAL ENGINEER P.E. #39040 EB 5315 x 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 rnLn w a V) rn a a z LLJ Oe z= Q In wm o w ca V) zw STAMP: wl I I I ill///// 0. . p 0', FOP ; 4t ii/ass' RIDP, G\\ 11/l O/ VA L EN ERIII I-YdPi1MND, PE EB 5315-PE 39048 This drawing isthe property of WRIGHT GARDNER ARCHITECT, n.C., R 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 ary other project. It Is to be returned .,an request. 2D18 WRIGHT GARDNER ARCHITECT, LLE. revisions No. Description Date QPERMIT 07-21-21 sheet title: DUPLEX SECOND Et THIRD MECHANICAL project number: 19-049 drawing dater 04.05.2021 scale as noted sheet number: 2"1 N 1 /4" = 1 r-0" NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION I .w.i I/ 1 nnyl,v.+T ow., 17 DUPLEX TYPE 2 PLUMBING P1-04 1/4" = T-On Reviewed for Code93Compliance Universal Engineering Sciences CHANGES MADE ON THE ENTIRE SHEET HAMMOND & ASSOCIATES, INC. CONSULTING ENGINEERS 18800 N.W. 2ND AVENUE, SUITE 216 F MIAMI, FLORIDA 33169 TEL: (305) 651-8522 FAX (305) 651-3376 ERIC J. HAMMOND P.E. MECHANICAL / ELECTRICAL ENGINEER P.E. #39048 EB 5315 MAD AV%sAVW a IS a ISAM h t kdPefpool 11C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 Fff i;r STAMP: t C Y s o , srare F zr z O)11C D,BPE This drawing is Me property of WRIGHT GARDNER ARCHITECT, ELC., 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 QPERMIT 07-21-21 sheet title: project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: NOT ISSUED FOR CONSTRUCTION 0 ISSUED FOR CONSTRUCTION 5N 1 I I 1 r J/ 3 2SAN 4"SAN(4o NFU S) O I vk 1 1 I 2A 1 150 Reviewed for Code Compliance Universal Engineenng91Sciences a CHANGES MADE ON THE ENTIRE SHEET HAMMOND & ASSOCIATES, INC. CONSULTING ENGINEERS 18800 N.W. 2ND AVENUE, SUITE 216 MIAMI, FLORIDA 33169 TEL: (305) 651-8522 FAX (305) 651-3376 ERIC J. HAMMOND P.E. MECHANICAL / ELECTRICAL ENGINEER P.E. #39048 EB 5315 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 11.1 hto A CY,vM@ LJJ w fY u- Ln as a v., I STAMP: OF 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 reed on any other Project It Is to be returned upon request. A2018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date QPERMIT 07-21-21 sheet title: SANITARY ISOMETRIC DUPLEX TYPE 2 UNIT 2 project number: 19-049 drawing date: 04,05.2021 scale as noted sheet number: BUILDING 1 /411 = 11-01' 2 - PARTIAL SANITARY ISOMETRIC NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION FpR GH`+DE 5) CpNtINUIgNoN 45 Pe 4pgpFgnY S) 9F ti1N cRgC S GpE cS 0 1 /81S1,GpE GO N i Al F MADE GOO RY 00Ow h,5p10 5) PARImIAL DUPLEX UNIT 2 i Reviewed for Code Compliance Universal Engineering Sconces i D Z I HAMMOND & ASSOCIATES, INC. CONSULTING ENGINEERS 18800 N.W. 2ND AVENUE, SUITE 216 MIAMI, FLORIDA 33169 TEL: (305) 651-8522 FAX (305) 651-3376 ERIC J. HAMMOND P.E. MECHANICAL / ELECTRICAL ENGINEER P.E. #39048 EB 5315 DOWN J 5) y RjSE E(G D k'gNI G 1G 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 LLnWONrrM W Qzp w O 0 i O Qe Wtom CM O W r ZW STAMP: H 8 r cl01. 'tl dolii"ALOND, PE EB 5315-PE 39048 This drawing is the property of WRIGHT GARNER ARCHITECT, LLC., e is not to be reproduced or copied in whose or in part. It Is only to be used for the project and site specifically Identified herein and is not to be usedon any other project. It isto be returned upon request. C2018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date PERMIT 07-21-21 sheet title: PffTA y 'R DUPLEXISOMETRIC UNIT 2 project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: B/ UILDING1 DUPLEX TYPE 2- UNIT 2 - PARTIAL SANITARY ISOMETRIC 2 1 = 1 r-0n — NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION J1I,3" vrR 2„ 50 I Zia I I 2" /\ r 3 SAN Z" 3 I I s oPE s I I U fNR\ SAe Sk- \ \ I \ I \ I / h runs) S oPE I I J I _ I d0 Reviewed for Code Compliance Universal EngineenngSciences HAMMOND & ASSOCIATES, INC. CONSULTING ENGINEERS 18800 N.W. 2ND AVENUE, SUITE 216 MIAMI. FLORIDA 33169 TEL: (305) 651-8522 FAX (305) 651-3376 ERIC J. HAMMOND P.E. MECHANICAL / ELECTRICAL ENGINEER P.E. #39048 EB 5315 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 V Lnw Iv' W Un o u- Ln v ouJ m ZUJ LLJ I STAMP: 0IIIII III//// CEN'•. ti a I 0 `a. SATE OF . 4r OR10 P` G\t, • s J k9/ 1/01VALA46FFIPivxbr4D, PE EB 5315-PE 39048 This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., is not to be reproduced orcopied In while or in part. Itis only to be used for fire project and site specifically ldephfied herein and is not to be used on any other project. It is to be returned upon request. 02DI8 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description _Date 1 PERMIT 07-21-21 sheet title: ARTIAL SANITARY ISOMETRIC DUPLEX TYPE UNIT 1 project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: 1 BUILdING 1 DUPLEX TYPE 2-UNIT 1 -PARTIAL SANITARY ISOMETRIC 1/4 = 1 0 NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION NW'kt 1 . INNWki, GV WAG 1 WRUIN eG INLO GWFO C. 2.2 , \ \ 0 5 wEukcwUS? 0 D3R ONG / t•GW fU15) I p pHOT / BOOR3k0f woA 1 pGW($Wf0'5) BO pI1J ,y OGR U WF, V\ " ON'GI29 WN 1 I tJ I DS fo 3R 1NGRop ) Rj55WFU 5 A WptER 3,"RO FLof p GOO& 10 3 FP' 5.5 / GW y \ nR I IN GENNG t{& GW 1 t °RW 6 WP R EWN t 1 "NOT BOOR GOL0 10 360 RjSERWF 5) 21 A I lN' IN FIOpR I 7 INt NW tp wE U NC 3) I I I I I I I I I I I I I I I I I I I I i WNA.A GO60 OT Na jFGNS) l.t p GOLD1 1I0 0'5)5) tD eElpW(2g i FOR OILRDeU'S) CpTiN AEON OOR WN F pc GRORML e ) O04tINN NATpN ` I 0 Wq HANN, Reviewed for Code 1B Compliance Universal Engineering Sciences ZL CHANGES MADE ON THE ENTIRE SHEET HAMMOND & ASSOCIATES, INC. CONSULTING ENGINEERS 18800 N.W.2ND AVENUE, SUITE 216 MIAMI, FLORIDA 33169 TEL: ( 305) 651-8522 FAX (305) 651-3376 ERIC J. HAMMOND P.E. MECHANICAL / ELECTRICAL ENGINEER P. E. F39048 E8 5315 154 Krog Street, #125 Atlanta, GA 30307 404- 218-8460 W In v UJ ez z®_ w ` Y 0o w i 0 u QUJ n on Ca z CDz wSTAMP: e 3 t AL EHI{ I iS= PEb\PE EB 53 39048 This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., a is not to be reproduced or cooled in whole or in part. It is only to be toed for the project and site specificetly identified herein and is net to be used on any other project. It is to be returned upon request 02018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date 1 PERMIT 07-21-21 sheet title: PARTIAL MSTIC WATER ISU METRIC DUPLEX TYPE 2 UNIT 2 project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: ME A 6 Uffn PARTIAL - DOMESTIC WATER ISOMETRIC (DUPLEX UNIT 2) 1lgl = 1'-0" NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION WEB MEMBERS WEB MEMBERS BENT STRAP 1 1/2" 3/16" OVER VERT. LESS OF ANGLES BOTTOM CHORDS OF STEEL JOIST HEAVY DUTY CONCRETE STEEL INSERT WITH ELONGATED STRAP INSERT NUT CONCRETE INSERTHANGERROD CLEVIS HANGER SINGLE HORIZONTAL RUNS WITH VAPOR BARRIER INSULATION HANGER NUT ONE ANGLE ON EACH SIDE OF WEB MEMBERS REST ON TOP OF BOTTOM CHORDS STEEL JOISTS BETWEEN PANEL POINTS. SIZE FOR LOAD STEEL JOIST BEAM CLAMP HANGER ROD SIZE AS REQ. STEEL BEAM PIPE SUPPORT DETAIL N.T.S. (FOR SANITARY & WATER PIPING) SPACING OF HANGERS TO BE IN ACCORDANCE WITH FLORIDA BUILDING CODE ##308.5) VANDAL PROOF CAP — 16 GA. - STAINLESS STEEL GALVANIZED PIPE PIPE EXTENSION 14" LONG W/ 12" OF EXTENSION) SET 3) COVER er% 9" HIGH STACK FLASHING 1/4-20 x 1/4" 26 GA ST.ST. SET SCREW 3% NOM. _— FACTORY SOLDER VENT STACK ROOF CONSTRUCTION SLEEVE ROOF CONSTRUCTION AS REQUIRED) NOTE: \ ANY NT WITHIN 10'-0" OF ANY DOOR, WINDOW, OR EX AUST OPENI GS SHALL EXTEND NOT LESS THAN 3'-0" AB0V SUCH VENT THRU ROOF DETAIL SBC INDUSTRIES - MODEL #VTREXVP OR EQUAL ) N.T.S LAVATORY DIAGRAM HEAT OUTLET INLINE FLOW CONTROL "I" MOUNTING FLANGES INSTANT -FLOW HEATER HOT COLD LD COLD INLET MAIN LCOMPRESSION FITTINGS(2) 2) 10 7 3/4" COPPER TUBING 1/2" THREE WAY ANGLE STOP VALVE J-BOX FLOW CONTROL "L" N STAN T HOT WATER HEATER DETAL N.T.S. STAINLESS STEEL COVER SCREWED TO THREADED C.O. PLUG FACE OF WALL WALL -TYPE CLEAN -OUT TYPICAL CLEAN -OUT DETAILS N.T.S. REMOVABLE TEE HANDLE 3/4" HOSE THREAD N.T.S. TO DRAIN FOR CONT. SEE FLR. PLAN SOLD BLOCKING BETWEEN STUDS 3/4" CONNECTION LESS FLANGE WHERE ATTACHED TO EXPOSED PIPING ROUGH CHROME PLATED VACUUM BREAKER VANDAL PROOF) Al C.O. PLUG FUNION A.H.U. CONDENSATE DRAIN CONNECTION CONDENSATE DRAIN DETAIL N.T.S. NOTES: 1. SHOWER PANS OF LEAD, COPPER, OR OTHER APPROVED MATERIALS SHOULD BE USED WHEN SUCH PANS ARE REQUIRED. 2. LEAD PANS SHOULD NOT WEIGH LESS THAN 4 POUNDS PER SQ/FT. COPPER PANS MUST NOT WEIGH LESS THAN 12 OUNCES/SQ.FT. SHOWER PANS OD LEAD OR COPPER MUST BE PAINTED WITH ASPHALTUM PAIN INSIDE AND OUT TO PROTECT THE PAN FROM CORROSION. ARTITION WALL 3. IN BUILDING WITH CONCRETE FLOORS, A LAYER OF 30-POUND SATURATED ASPHALT FELT OR A % -INCH LAYER OF SAND SHOULD BE PLACED UNDER THE PAN. CEMENT BACKERBOARD 4. SHOWER PAN MATERIAL IS SOFT AND FLEXIBLE AND MUST BE PROTECTED BY AN ADEQUATE BACKING SECURED P. L -ML POLY OR 15 R. FELT TO THE PARTITION STUDS. LAP OVER MEMBRANE EXTEND MEMBRANE UP WALL TO HERE FASTEN AT TOP ONLY EMENT CERAMIC TILE OVER reACKERBOARD CAULK MODIFIED THINSET 40—MIL CPE SHOWER PAN MENBRANE 15 LB.FELT AND WIRE LATH J=jlfT MORTAR BED LATEX —MODIFIED 2—PIECEMORTARSLOPEDk" PER FT CLAMPING DRAIN TUB PAN DETAIL N.T.S. HAMMOND & ASSOCIATES, INC. CONSULTING ENGINEERS 18800 N.W. 2ND AVENUE, SUITE 216 t MIAMI, FLORIDA 33169 TEL: (305) 651-8522 FAX (305) 651-3376 ERIC J. HAMMOND P.E. MECHANICAL / ELECTRICAL ENGINEER P.E. #39048 ES 5315 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 Ill nLnLLJ > a, m C3 LJJ z ®_ w oUC_J O U_ t I-- sU O `'? m try6d UJa "' CD z w STAMP: 4380 0, 4I 1 0;, Ft0R0 SS[/IONA1- \\\\ L'1410H 1A)IIVIOND, PE EB 5315-PE 39048 This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., B is act to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein end is not to be used on any other project. it is tobe returned upon request. 02018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date QPERMIT 07-21-21 sheet title: i project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: orr's 7 M V V NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION