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Home My WebLink AboutCONSTRUCTION PLANJENSEN BEACF AQUATIC 1110c: \YL I bi 10101 SOUTH OCEAN DR JENSEN BEACH, FLORIDA, 34957 ISSUED FOR CONSTRUCTION CEAN DR ORIDA, 34957 EA V 1 O,. 1 1 all 1 1 1 I V V—%I PROJECT DESCRIPTION/ CODE INFORMATION -THE PROJECT DESCRIPTION : PROJECT INCLUDES THE CONSTRUCTION OF 29 SINGLE FAMILY ATTACHED RESIDENCES. EACH RESIDENCE IS CONSTRUCTED AS AN INDEPENDENT STRUCTURE WITH 2 HOUR SEPARATION. PER AHJ EACH BUILDING WILL BE SUBMITED AS COMPLETE SEPARATE SET OF DRAWINGS, THE FOLLOWING SET INCLUDES INFORMATION CONCERNING BUILDING 3 DUPLEX TYPE 1, 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 THRUGH VARIANCE PROCESS. SEE VARIANCE CERTIFICATION DOCUMENT. -FLORIDA BUILDING CODES The applicable codes in the State of Florida are: * Florida Building Code- Accessibility / 7th Edition (2020) *Florida Building Code- Building / 7th Edition (2020) *Florida Building Code- Energy Conservation / 7th Edition (2020) *Florida Building Code- Existing Building / 7th Edition (2020) *Florida Building Code- Fuel Gas / 7th Edition (2020) *Florida Building Code- Mechanical / 7th Edition (2020) *Florida Building Code- Plumbing / 7th Edition (2020) *Florida Building Code- Electrical / 7th Edition (2020) GENERAL NOTES 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 EVIDEN I- 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 KEY PLAN SHEET NUMBER SHEET NAME A0-01 MO-01 MECHANICAL GENERAL NOTES AO-07 MOMENT FRAME DIAGRAM FLOOR PLAN M1-01 INTERIOR UNIT MECHANICAL FLOOR PLANS AO-08 MOMENT FRAME DIAGRAM SECTIONS M1-02 INTERIOR UNIT MECHANICAL FLOOR PLAN AO-09 FIRE WALL ASSEMBLY M1-03 INTERIOR UNIT MECHANICAL FLOOR PLAN AO-10A FIREWALL SHAFTLINER M2-01 DLUPLEX GROUND Et GARAGE MECH. FLOOR PLANS AO- 1OB FIREWALL SHAFTLINEIR III DUPLEX MECHANICAL FLOOR PLANS AO-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 Ni MECHANICAL SCHEDULES AO-15 ROOFEtFLOOR SYS ABOVE GARAGE FIRE-P M6-00 MECHANICAL DETAILS AO-18 STC WALL TEST M6 01 MECHANICAL DETAILS CONTD. Al-10 BUILDING 3 DUPLEX TYPE 1 FLOOR PLANS ELECTRICAL A1-11 BUILDING 3 DUPLEX TYPE 1 ELEVATIONS Al-20 BUILDING 3 DUPLEX TYPE 1 FLOOR PLANS EO-01 ELECTRICAL GENERAL NOTES Al-21 BUILDING 3 DUPLEX TYPE 1 FLOOR PLANS E1-00 ELECTRICAL SITE PLAN Al-22 BUILDING 3 DUPLEX TYPE 1 FLOOR PLANS E1-01 INTERIOR UNIT ELECTRICAL FLOOR PLAN Al-23 BUILDING 3 DUPLEX TYPE 1 FLOOR PLANS E1-02 INTERIOR UNIT ELECTRICAL FLOOR PLAN Al-24 BUILDING 3 DUPLEX TYPE 1 FLOOR PLANS E1-03 INTERIOR UNIT ELECTRICAL FLOOR PLAN Al-25 DUPLEX RCP E2-01 DUPLEX GRND Et GARAGE ELEC FLOOR PLAN Al -26 DUPLEX RCP E2-02 DUPLEX 2ND Et 3RD FLOOR ELECTRICAL PLAN Al-30 BUILDING 3 DUPLEX TYPE 1 ELEVATIONS E2-03 DUPLEX ELECTRICAL ROOF PLAN Al-31 BUILDING 3 DUPLEX TYPE 1 ELEVATIONS E3-01 END UNIT TYPE 1 ELECTRICAL FLOOR PLANS Al-32 BUILDING 3 DUPLEX TYPE 1 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 STAIR SCHEDULE E4-02 END UNIT TYPE 2 ELECTRICAL FLOOR PLANS Al-42 E5-01 ELECTRICAL PLAN SCHEDULE Et RISER DIAGRAM Al-50 BUILDING SECTIONS PLUMBING All-51 BUILDING SECTIONS _ PO-01 PLUMBING GENERAL NOTES SYMBOLS Et SCHEDULE Al-52 BUILDING SECTIONS 131-00 PLUMBING SITE PLAN Al-53 BUILDING SECTIONS P1-01 INTERIOR UNIT PLUMBING FLOOR PLAN Al-60 WALL SECTIONS P1-02 INTERIOR UNIT PLUMBING FLOOR PLAN Al-61 WALL SECTIONS P1-03 INTERIOR UNIT PLUMBING FLOOR PLAN Al-62 DETAILS P2-01 DUPLEX GARAGE PLUMBING FLOOR PLAN Al-63 DETAILS P2-02 DUPLEX GROUND FLOOR PLUMBING PLAN Al-64 DETAILS P2-03 DUPLEX SECOND Et THIRD PLUMBING FLOOR PLANS A11-65 THERMASTEEL SIP P2-04 DUPLEX PLUMBING ROOF PLANS Al-66 INTERIOR ELEVATIONS P3-01 END UNIT TYPE 1 PLUMBING FLOOR PLANS Al-67 Unnamed P3-02 END UNIT TYPE 1 PLUMBING ROOF PLANS Al-70 WINDOW SCHEDULE P4-01 END UNIT TYPE 2 PLUMBING FLOOR PLANS Al-71 EXTERIOR FENESTRATION SCHEDULE P4-02 END UNIT TYPE 2 PLUMBING ROOF PLANS Al -72 EXTERIOR FENESTRATION SCHEDULE ' -p "' """ Plarming&Development ServicesDepartment Bui(ding & Cade Regulations Division 2300VirginiaAvenue,FortPierce,FL34982 (772i462-1553 certification :for Design Load Compliance ProgectName OCEAN GLASS RESIDENCE & MARINA ProlectAddress 101 SOUTH OCEAN DR JENSEN BEACH, FLORIDA, 34957 Permit#, occupancy Type R-3' ConstructionType: 5BSPRINKLERED INSTRUCTIONS FOR USE . This certification mustbe completed, signed and sealed by the design professional of record Submit (2) copies for residenpal (3) copies for commercial withal[ permit applications mvohrirg the follysin& c New Residences(singleormultirfamily) o Residential Addition o Aryaccessory structure requiring abuildingpennit o Any non-residential structure Note:: Form not required for interior renovations provided thaticoexterior structural elements Are affected and certain minor buildngpermits atthe discretion of the local building official Contacttte# above for questions. DESIGN. PARAMETERS AND ASSUMPTIONS USED: (Complete all that apply).: 1 DESIGNCODE Florida Building Code Sixth Edition with 2o_20_supplementsusingASCE7-10 2 Structure Designed as (check one): X Enclosed _ParidallyEnclosed _open 3 RiskCategoryi_I x 11 _IR_IV Exposure Category:_l ) Df 4 DesignWmdbelocit 101 mph_ASD_LRFD End Zone Widthft 5. Mean Roof Height 42'-0" ft Roof Pitch; 1/4i' 12 Parapet, 1`-0" ft ISComponents& Cladding Design Pressures Used (PSF, basal on 105gft;rxais'EARH,clearly label onall plan aperii gsf Zone 1 —Zone 2: Zone '3: -Zone 4:" ZoneS Garage 7 Design Loads: Floor PSF Roof/Dead: P5F 'Roof/Liye Bafeony; PS Dock PSF Ded PSF stars PSF Fence: PSF Railings PSF 8 Were Shear Wells Considered For Structure? X Yes _Not Applicable Explain Why Not: STRUCTURAL SHEET NUMBER SHEET NAME SB1-01 STRUCTURAL DESIGN NOTES SB1-02 FOUNDATION PLAN. 5B1 03 FOUNDATION DETAILS SB1-04 FOUNDATION DETAILS S131-05 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 5B1 13 STEEL MOMENT FRAME DETAILS SBl-14 STEEL MOMENT FRAME DETAILS S131-15 DETAILS SB1-16 DETAILS DEFERRED SUBMITTALS ROOFTOP DECKING ROOFING TPO MEMBRANE EXTERIOR RAILINGS ON ROOF TOP Et BALCONIES EXTERIOR KITCHEN APPLIANCES MISCELANEOUS RED STEEL MEMBERS 9 IsACantlnuousLoad Path Providedx X Yes NotApplicable ExpiainWhyNet NICHIHA WALL SIDING 10 Design Soil Bearing Aressure� SF Soil Tdst Reports5ubmittedi.. Yes DESIGN PROFESSIONAL CERTIFICATION STATEMEl I certify that to the best of my -knowledge and belief, the attached plans & specifications have been designed t comply with the applicable structural portions of J-e building codestcurrenby adapted and enforced by St. 'Luct county z I also certfy that structural elements depicted on these plans provide adequate resistance to the:desig forces specified: PrinUVame Cert&Co Cert4uth. sigrature, 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 IZ/0712018 Company Name &Address - Reviewed for Code 91 Compliance Universal Engineering Sciences wrl ht �arh� ec e 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 pF FLp ��.- R� ��P ' yGNT q �q In`r. Xr r� 1 % 05 0 .P. ��ERED RRG� W V Z W tt, Q w ON a LU zo Z a� �o N � 0 U- N Q 0< x J = t to co l� _m o w o r to z Z w This drawing is the property of WRIGHT GARDNER ARCHITECT, LIT., 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 t sheet title: COVER SHEET project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: 1 11 ❑ NOT ISSUED FOF; --ONSTRUCTION ISSUED FOR CON DTRUCTION BUILDING 8-----_ SOUTH OCENA DRIVE y �J HATCHED AREA REPRESENTS DUPLEX /sp BUILDING 3 SUBJECT TO ANALYSIS HEAVY DASHED LINE REPRESENTS A rl turn nnllnrnTv 1 1\lr , PROPERTY LINE _ HEAVY DASHED LINE REPRESENTS ASUMED PROPERTY LINE 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 -FRONT (EAST) EXTERIOR WALL FIRE RATING REQUIRED: NOT REQUIRED PER 2020 FBC SEVENTH EDITION TABLE 601 Et 602 -FRONT (EAST) FIRE SEPARATION : 4T-10" (SEE KEY PLAN) -FRONT (EAST) ALLOWABLE OPENING AREA: (SEE NOTE 1 BELOW) -FRONT (EAST) PROPOSED OPENING AREA : 50% -SIDE (SOUTH) EXTERIOR WALL FIRE RATING REQUIRED: NOT REQUIRED PER 2020 FBC SEVENTH EDITION TABLE 601 Et 602 -SIDE (SOUTH) FIRE SEPARATION : N/A (SEE KEY PLAN) -SIDE (SOUTH) ALLOWABLE OPENING AREA : (SEE NOTE 1 BELOW) -SIDE (SOUTH) PROPOSED OPENING AREA : 1% -SIDE (NORTH) SOUTH EXTERIOR WALL FIRE RATING REQUIRED: NOT REQUIRED PER 2020 FBC SEVENTH EDITION TABLE 601 Et 602 -SIDE (NORTH) FIRE SEPARATION : N/A (SEE KEY PLAN) -SIDE (NORTH) ALLOWABLE OPENING AREA : (SEE NOTE 1 BELOW) -SIDE (NORTH) PROPOSED OPENING AREA : 1 -REAR (WEST) EXTERIOR WALL FIRE RATING REQUIRED: NOT REQUIRED PER 2020 FBC SEVENTH EDITION TABLE 601 Et 602 -REAR (EAST) FIRE SEPARATION : N/A (SEE KEY PLAN) -REAR (WEST)ALLOWABLE OPENING AREA: (SEE NOTE 1 BELOW) -REAR (WEST)PROPOSED OPENING AREA : 50% NOTES: 1- PER 2020 FBC SEVENTH EDITION TABLE 705.8 NOTE 'If" 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 3.(SEE PLAN) 4- ADJACENT BUILDINGS CONSIDERED FOR THE FIRE SEPARATION ANALYSIS ARE BUILDING 2 Et BUILDING 4 Et WHICH ARE BEING MEASURED IN A STRAIGHT LINE PERPENDICULARLY TO BUILDING 3. (SEE PLAN) UNIT TYPE SCHEDULE UNIT TYPE INTERIOR UNIT TYPE 1 INTERIOR UNIT TYPE 2 END UNIT TYPE 1 END UNIT TYPE 2 UNIT SITE LOCATION 15,17, 21, 25, 27 16,20,22,26,28 14,19,24 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 I SF r i ht Rari ec[ 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 FLo �GHT f0540 q y y. 1 2s1 SrFRED PRG`�' ton LJLJ U z L IJ n Ln ®_ rn LN o z0 Z w u 0 0 f� J 0< N w m to o z w C:)z w H IP This drawing is the property of WRIGHT GARDNER ARCHITECT, Hi E, 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. .,018 WRIGHT GARDNER ARCHITECT, I.I.C. revisions No. Description Date sheet title: KEY PLAN FIRST FLOOR 1,282 SF project number: 19-049 drawing date: 04.05.2021 SECOND FLOOR 1,316 SF scale a noted THIRD FLOOR 752 SF sheet number: TOTAL 3,350 SF GARAGE 1,168 SF AO=01 Reviewed for Code ❑ NOT ISSUED FORCONSTRUCTION Compliance Universal EngineeringISSUED FOR CONSTRUCTION Sciences ■ wrl ht ar e rcm ec 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 pF Flgo r too540 STfi -EDLl PRG I 1.1 'I L 51 5 AO-08 0-08 o-os y— AO-08 r-1-1I ------- ------------ ----------1 -+1I �-- - _---_-- 1 --- — = _ � i Ao-aa N — — — — — — — -- — — — — — — — — — — — — — — — — — -----------— — — — — — — — — — — -- FLU 4 ..... AO-08AO 08�QQoZ ---_—_— — - — -- -= -----4 ----------- z m ow rn% �Q+ Wa zo w Q0 — — — — — — — — — — — — — — — — — — — —71 ----- -— AO----- —V, m 2 o z++ oos -oa awo = - - - --------- — --------,—— - - - - i D0 o_w UJ q --- r �I I - stamp: DZp AO 0909 AO-09A09 AO-0 09 � Y �j i 1--�---- - _ ----- -_-------r- I ------ --- - _ - - - --1 I - - -- 1 I I I Al I AO 08 -- -- s - — l---------------- ------ ----------- A ---- --- — - - - - - - -°ou is . draw ng is the.d property of WRIGHT le or in p ARCHITECT, Lob fi ! u not or be reproduced or to s ed in whole or in part. It is only to be ,t used for the project and site, It is io be identified upon in and is not to Y C2015ed on any other 8 WRIGHT GARDNERjARCHITECT,b bereturnedupon request. --------- AO-08 revisions No. Description Date 4 BUILDING 1 THIRD FLOOR 3 BUILDING 1 SECOND FLOOR 2 BUILDING 1 FIRST FLOOR BUILDING 1 GARAGE AO 07 1 /8" = 1' 0" AO 07 1 /8" = 1' 0"-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 99 Compliance Universal Engineenng Scences ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION 1 OMF BEN W SXSt OMF COLUMN ami OMF BUnn THIRD FLOOR_ WB%°B IF D OMF COLUMN W/fi%°B. II I � SECOND FLOOR. I III Car COLUMN �I III MAIN FLOOR. y GROUND FLOOR. HURRICANE HORIZONTAL HORIZONTAL o-, L BRACE it RCCAT OUT COLUMN �W �J - 5 OMF DIAGRAM AO 08 1 /4" = V-0" OMFCOLUNMFNL . OMF COLUMN Q Q Q OMF BEAM w M, writ h a arh� ecl OMF COLUMN 154 Krog Street, #125 W aoc, ( Atlanta, GA 30307 404-218-8460 It 4"W"z m. R=a' RRACING W 8X31 W 8X31 W 8X31 1 1 W8X48 ---- 1 W8X48 r I MF RRAM 1 W an, 1 1 THIRD FLOOR. OMF COLUMN W8X48 wa%nfi W8X48 O ��pF FIOR�O 2L4v4•1 �:5=8'BRACING 1 W16X31 W21X68 W8X48 W8X48 W8X48 1 3 W8X71 6 —W8X76 540 I OMF BEMA • , y Watt, 1 • rd tfo �� ,v 1 1 •pG�dl �i SECOND FLOOR. D' J zi OMF DIAGRAM ELEVATION 1 /4" = V-0" OMF DIAGRAM 1 /4" = V-0" OMF DIAGRAM ELEVATION 1 /4" = V-0" NOTES: 1- ALL STEEL MOMENT FRAME TO BE COATED BY INTUMESCENT PAINT PrR UL LISTING ON AO-11 TO AO-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 & CONT. BLOCKING BY SUPER STUD SHALL NOT BE COATED. Reviewed for Code [B Compliance Universal Engineering Sciences LA UJ U Z Ln u'f ® > M W Zo a� O •�( J o a J in m W O Z W i< UJ V 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. ®Zo18 WRIGHT GARRNER 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: A0"D8 ❑ 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 Et SUPER STUD METAL ROOF JOISTS INSULATION 2 LAYER OF 1" THICK TOUGHROCK SHAFTLINER OR DENSGLASS INSERTED IN H-STUDS @ 24" O.0 , SEE A0-10A TRHOUGH AO- 1OC- - 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- 1OA TRHOUGH AO- 10C -- 2 LAYER OF 1" THICK TOUGHROCK SHAFTLINER OR DENSGLASS INSERTED IN H-STUDS @ 24" O.0 , SEE A0-10A 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 -- 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-10C -- - "C" SHAPED GALVANIZED TRACK INSULATION CONCRETE PARTY WALL, SEE STRUCTURAL — GARAGE rD_� FIRE WALL SECTION AO-09 1" = V-0" HOT AIR WELDED MEMBRANE STRIP OVER SEAM PLATE ALUMINUM ANGLE BREAKAWAY CLIPS ALUMINUM ROOF. ANGLE BREAKAWAY CLIPS @ EACH FLOOR LEVEL, �� 10'-0 MAX. PER INSTALLATION INSTRUCTIONS 48' - 2 1 /2" PROIDED ON AO-10A TRHOUGH A0-10C CUT 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. 36' - 10 1 /2" "H" SHAPED STUD GALVANIZED STEEL @ 24" O.0 MAX. SEE AO-07 DOCUMENT FIRE BLOCKING ON BOTH SIDES OF AREA SEPARATION WALL C EVERY FLOOR LEVEL 6" WIDE 1 /2" DENSARMOR PLUS FIREGARD METAL COVERS ON EACH SIDE OF STUD, SEE A0-10A TRHOUGH AO-10C CONCRETE SUBFLOOR SHEATHING OVER SUPER STUD METAL FLOOR SYSTEM SECOND FLOOR 26' - 10 1 /2" "H" SHAPED STUD GALVANIZED STEEL @ 24" O.0 MAX. SEE AO-10A TRHOUGH AO-10C 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 FLOOR. 4 A' All A /'ln MOMENT FRAME COLUMN, SEE STRUCTURAL -- INSTALL ALUMINUM BREAKAWAY CLIPS @ 24" O.0 ATTACHED TO EACH VERTICAL "H" STUD 6" WIDE 1 /2" DENSARMOR PLUS FIREGARD METAL COVERS ON EACH SIDE OF STUD, SEE A0-10A TRHOUGH AO- 10C 3 1 /2" THERMASTEEL S.I.P "C" SHAPED STUD GALVANIZED STEEL ATTACHED TO MOMENT FRAME INSTUMESCENT COAT TO BE APPLYED TO ALL MOMENT o FRAME MEMBERS, SEE .4 A0-09,AO-10,AO-11 TWO LAYERS OF 1" DENS GLASS SHAFTLINER. NOMINAL SIZE 2'-0" X 8'-0", SEE AO-10 STC RATING 50 MIN. REQUIRED - r "H" SHAPED STUD GALVANIZED STEEL @ 24" O.0 MAX. SEE AO- 10A TRHOUGH AO-1 OC C FLOOR PLAN FIRE WALL SEPARATION BACK 11, = V-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 2'-0" X 8'-0", SEE AO-10 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 -- "H" SHAPED STUD GALVANIZED STEEL @ 24" O.0 MAX. SEE AO-10A TRHOUGH AO-10C wrl ht ark, e rch1 ec 11C 154 Krog Street, #125 Atlanta, CA 30307 404-218-8460 y< q\GHTGq'!9 t 0540 ,x, S�FRED ARGN;, INSTALL ALUMINUM BREAKAWAY CLIPS @ 24" O.0 ATTACHED TO EACH VERTICAL "H" STUD N L ----"C" SHAPED STUD GALVANIZED V STEEL ATTACHED TO MOMENT Z FRAME W r >v N M oM Q _ INSTUMESCENT COAT TO BE W zo_ APPLYED TO ALL MOMENT Z w E U o FRAME MEMBERS, SEE oU_ _ AO-09,AO-10 AO-11 0 = Q J o a J = rn co m MOMENT FRAME COLUMN, o w bi SEE STRUCTURAL C)Z Z w INSTALL ALUMINUM BREAKAWAY CLIPS @ 24" Q XrO.0 ATTACHED TO EACH VERTICAL "H" STUD V J O "H" SHAPED STUD GALVANIZED STEEL @ 24" O.0 MAX. SEE AO- 1OA TRHOUGH AO-1 OC FLOOR PLAN FIRE WALL SEPARATION- .-__-...--- AO-09% 1" = 1'-0" INSTALL ALUMINUM BREAKAWAY CLIPS @ 24" O.0 ATTACHED TO EACH VERTICAL "H" STUD-- "H" SHAPED STUD GALVANIZED STEEL C 24" O.0 MAX. SEE AO-07 DOCUMENT 3 1 /2" THERMASTEEL S.I.P STC RATING 50 MIN. REQUIRED WIDE 1 /2" DENSARMOR PLUS FIREGARD METAL COVERS ON EACH SIDE OF STUD, SEE AO-10A TRHOUGH AO-10C o "' \ TWO LAYERS OF 1" DENS GLASS "C" SHAPED GALVANIZED TRACK- SHAFTLINER. NOMINAL SIZE 2'-0" X ! 8'-0", SEE AO-10 'r; o "L" SHAPE SHIM METAL TRIM --- - SEALANT OVER NICHIHA SHINGLE FLANGE BACKER- NICHIHA SPACER W/ FASTENER OVER MOISTURE BARRIER GP EXTERIOR DENSEGLASS SHEATHING PER AO-01 FIRE SEPARATION ANALYSIS NICHIHA VINTAGE WALL PANEL MOMENT FRAME COLUMN, SEE STRUCTURAL INSTUMESCENT COAT TO BE APPLYED TO ALL MOMENT FRAME MEMBERS, SEE AO-09,AO-10,AO-11 ram, FLOOR PLAN FIRE WALE, SEPARATION FRONT AO-09% 1" = V-0" Reviewed for Code Compliance Universal Engineering Sciences stamp: ri flit 2b ..�; u This drawing is the property of WRIGHT GARDNER ARCHITECT, LLG, ft is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. ©Z018 WRIGHT GARDNER ARCHITECT, ttc. 1v 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 ISSUED FOR CONSTRUCTION Report prepared LISTING INFORMATION 1:1 IRECT z,row7wanqe tntertek ToughRock and Dens0lass Shaftliner is fiberglass mat gypsum shaftliner for staitwells, shaft Wall, -duct wo,rk, and area separation walls. TolughRock Shaftliner panels have a gypsum core encased in moisture -resistant green paper facings. DensGlass is backed on both faces with enhanced fiberglass mat. Georgia-Pacific Gypsum, LLC.1 20808 1,Rev: Jun 21 2010 11:39AM I Uncontrolled Copy Report prepared for public access on 3/23/2020 11:11:05 AM Division 09 — Finishes ToUl Quality. Assured. 09 211010 Plaster and, Gypsum Board Assemblies 092116.33 Gypsum Board Area Separation Wall Assemblies Georgia-Pacific Gypsum, LLC Design No. GF`/WA 120-05 Non -Bearing Wall Assembly Area Separation Wall ASTM E119 Rating: 2 hours, 1. CERTIFIED MANUFACTURER: Georgia-Pacific Gypsum, LLC CERTIFIED PRODUCT: Gypsum Shaftliner CERTIFIED MODEL: Tough Rock Staftliner or DensGlass Shaftliner Gypsum Shaftliner. Two layers 1-in, (25.4 mm) ToughRock Staftliner or DensGlass= Shaftliner inserted in I47Studs 24-in. (610 mm') ci Date Issued: June 5,20' -0 2. Gypsum Board: Metal covered using 6-in. (152 mm) wide Y2-in. (12.7 mm} DensArmor Plus Fireguard C Interior Panels or Y2-in. (12.7 mm), Tough Rock Fireguard C gypsum board. 3. Steel Studs: W shaped Studs, 1im1/2-ins (38.1 Cut to length Y2-in, lessthan - and spaced a maximum of 2 Page 2of 4 Georgia-Pacific Gypsum, LLC 120808 1 Rev: Jun 21 2019 11:39AM I Uncontrolled Copy PARTY WALL FIRE SEPARATION V= V_0" LO mm),o.c. i1-495-0743 Page 4 of 4 Reviewed for Cod, Compliance Universal Engineering 1B Sciences wri ht aarh i c ile cl r c 11C 154 Krog Street, #125 Atlanta, CA 30307 404-218-8460 of_FLo T G4 C 0, 1 G4 '7 • S o540 I Ng A �� RED TAI LL1 r� Lr) LLJ > (31 LU z ZU LL) o 0 _J u- < Lr) I LLJ Q0 sta This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., a I, net to be pq,1.d,Ipod or copied in whole or in Get. It is art, to be used for the prefect and site specificity identified herein and is not to be used an any other project. It is to be returned upon request. ",1 8 WRIGHT GARDNER ARCHITECT, I LIE. revisions No. Description Date sheet title: FIREWALL SHAFTLINER project number: 19-049 drawing date: 04,05.2021 scale as noted sheet number: AO=1 OA [_1 NOT ISSUED FOR CONSTRUCTION 0 ISSUED FOR CONSTRUCTION wri ht aarr hi e 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 �pF FLp�,7O �Q \GNT GqR 9 4' ®ensGlassW rlhaftlipnerArea Separation Walls; Densc7ilesa, Shaftliner Area Separation Walls; bensGlasso Shaftliner Area Separation Walls s > Georgia crfie AILGeorgia-Pacific � . Georgia tcefic Gypsum 1005 s ao . a` ; c~i 6YRaraen Glum r Installation Instructions Sp Ci l Conditions Special Conditions, Continued �c'STeREo r, r for rletownitou � nit. , T t; Separation a i t on the f o s is a l e h construction of ho _ h Area.. aratran W Il s construe constructed .e h framing e a met an trot to the t 1: W n snot a!i' n with the adjacent eat o r dWhen a H Sttid does c wad framing, triton blocking to woad frarnm :members and attach:. 15 An occur one unit extends P g P P9 # �, g 9 s when ds past the front bark edge of an adjacent unit The H studs of the Area S-oparatiora adjacent unit. The solid 2 51 mm) Area Separation Wail is constructed: minimum 3 4 19 rnm away from the framtn - r a / breakaway clip to l>focknt using one 1 1 4 32mr1t drywall screw and to the N Stud.ustn a nuiltmum of one 3.8 1 i } Pa [ } Y 1cJ Y R 9 g / ( } fy � � Wall are not designed for hanging sheathing and cladding, so planning is required before construction begins. There are wood -In cases the AreaSeparation aration Wall is positioned "` 254 m away from the ` which tstyPlcally constructed from woo ; many...... ep Post 1 [ m } y (9 mm) minimum length pan head screw:. two ways to deal with the offset. The fast option is to pour enough concrete sa that the Area Separation Wall and adjacent t_ cladding it ack n betuve wall framing, to accommodate the 1 25.4 mm) D ns l s Shaftfiner anels used as f ebl i ,en the floor levels The _o _gas_ seframed r 9 { } P g , ' ; . all an extend to the furthest most:: Dint Sheathing and :,can thou be installed to the adjacent framed waif: 2 If gaps are present back-to-back C:Trac.ks fdl a usin approved fire caulking material: P g 1 , 9 f f>gap g PR 9 UL Design U373.and U375 Area Separation Wall assemblies were evaluated at a height a to 44 1,i 411 lain and tfe ITS NI GP A . g- Pa ere tra ocl 9 p { , } /yLt /tN , The second option is to terminate the Area Separation 'Wall at the end of ttie shared wall and then construct a one :hour wall 120_04 Area Separation Wall assemblies wero evaluated at a height a to fiI20,} 6 m }. Tu;Ui installation video, v : sit 3:'When wall framing m�is spaced greater than 1 {2a 4rnm} away fram'tle solid 2 (51 mm} Area Separation n Wall, aluminum to the end of the offset nit. Bathsce scenarios are shownin the Defailssection at this brochure. htt-//www- um.com DensGlass Shaftliner. clips with longer legs are permitted Contact clip' manufacturers for modified clips Additional wood blocking can be P 9PgYl� { } , . ,, ,. 16. Provide for defloctian of live loaded floor assemblies by using relief Points or floating trim'.: Ereetingthe2`n (51'mm) Area Separation Wall added between the woad studs to provide -clip support. Space wood b[ack+ng minimum 3/4 (19 mm) away from Area Soparation Wall 1" gypsum panels- 1. Position 2" {51 rnm} C Track a minimum /d" (19 mm) from the trained wall of the adjacent unit. Fasten C-Track to foundation with „ 4: The solid;Z 1 Area Separation II is non load beano fasteners spared a maxrmum`of 24 {610 min} o.c. When specified, apply a minimum 1/4 (6 mint bead of acoustical sealant under the 1 (a ,min} A S .pars + Wall g. l he adjacent framed wall can be designed as load bearing, Fire-RatedAssemblies Pt!f r. or acoustical c Rrn the C Prack tothe end of the fa n atian'ln rasa t offset um sue 5 under , ocial Conditions_ (� Tra_kfprivacy. u d ois 1 5: The wall located adjacent the spill 1. 51 mm) Area Separation Wall, a minimum at �4 4 19 rnm away, :a P .y_r SP 1 ( } R a , nr / { } ay, can be DensGfass�' Shafthner is UL and ULC certified as Type D S r. W ". } „ yp _ GU L and in numerous assembly designs mvesti `3ted b UL. , i r oons.ru.ted of wood or steel framin .1?Vhen constructed using steel framing, use, a muitinui afar 3 9 2. Siam the wall with a verticahC Track at line end. Install two 1 {15.4 rnm}sflatthnar`panefs vertically with either side facing out .:.into the g u.t d g g,, _ n 1e t I� {9 rnm} and ULC for hourly fire resistance ratings, V .= mmrmumlen length pan head scrow to attach the aluminum broakawa clip. C-Track at one end of the area separation wall. install flip N stud lilts the C track and over the: double beveled ed es of the sftaftliner' g p _ Y R"Type,, . g In addition DensGlass Shaftlirler Is certified as X: in acrorda w ASTM C f " Z ' r ,nco ith 1fi5d. T eX as used m this technical . -' , ,YR 3 t 1 the l s-tea fled the a asito rid of they foundation. Terminate the wall usin a C lracfc. f sue{stand continue alternately Until _ he wall has c e _ he 9 6 The sox ortwalf f catedadac nt t .a W P Y Pp s o e u _ rid an each side of the soli 2 a1 min Area St aration Wall rater.t and maintain, . , . _-1 P , { } p P vale designates s board manufacturedr r , _ q g v um b and tested accordance wilts specific ASTfVI standards forinc o ' T c s' e n he f o attached t c o e h iizo lta e' i o the 7n in minis „ � gyp sum p increased fire LLJ O� verticalC ra k, at eachend d of t wall should be a a,h d in h triers t the a t I s ct ohs f o i, ek us a hum of eo the required 3 1 air space, offer increased nose 9 h re d J4 9 min a s e o r c and revile necessary aesthetics. -These walls can be q { ) P privacy P kY resistance beyond re ular' sum board Please consult ells ASTfUI standard � � � � �' � � _ Y g YP sec t ndard for the specific product for example, ASTfUf G one 3 9 rnm min mu length an head screw. Vertical C Tricks at end of walls;should be attached to wall sheathing. � ' � , 9. R R ( R - rn -P -designed-as land hearing and; readily accommodate electrical and plumhingststcros. These systems should nottm edt, the _ - p _ 1tx58 for glass mat interior for further information significance of use;. (/y n * .. c j _ required 3/4" (19 min air space. Apply acoustical sealant around penetrations for maximum acoustical privacy. a Note. Sir eauihrsrtre maYreptrre.atteknp to be usrb(e: the following design assemblies are for illustrative purposes only. Consultihe fire resistance directoryor test W � « 4 r LLJ _ - 7. The required 3 4 19 min. airs ace sari be eliminated rf the metal framing r covered an both faces with I s e th 0 1a2 rnm'' � i } r q__. space g ( _ } o fir section o w of the Area r.Separation_ i C T attach st the vertical G h earners i ;a report for complete 3. Ca the first ecti n r m 1 V+lall w th a rack and t ch a fi ve _ . Trick to the, us ,_ om t to assembly information. additional Errs safe mfmrma#ion concernin; DensGlass Sh tl net: � u P�_ � �; � , ;; A� � . po P Y tY g a i r � minimum of one 3/8" (9 min}'minimum length pan head screw. wide, 1/2 (12.7 turn} DensArmor Plus Fireguard C or 1/2 (12.7 rnm} foughRock Fireguard CP or 5/8 (1, 9 mm}', visit www.buildgp.com/safetyinfo. v o u- Tou hBackv' Fireguard X° or 5/8" (15 9 mm) DensArrnor Plus'' Fire uardu gypsum board strips. The N = ' minimum 4"' 19 m 1 spare n a fusible ibetween the H studs:and the adjacent wall g g JYP R s prima Baste strips N � 4 Breakaway ell s span ruin u ,x/ ( mm) air ac and provide a u o link a _1 �, . ," ," P P ; , are attached with 25.4 turn drywall screws spaced 11 3t15 ram)`o.c. to the taste-�1 framing.This. primarily occur,-, in _ W - „ i } ry P_ R y e o a am 3 8 rnm minimum length an head screw training. Attach the breakawa clips to the flange of the N stun using a minimum of B _ ,w gA Y9 9 /} 9.,P �� m v, accessible attic areas Attic areas not accessible do not require the 6 15? rani wide gypsum liaarl strips. `` and to the, adjacent wood training using a minimum of one 1"0,.4 mm) minimum length drywall screw. a tt e s c q _ l } e gyfsim ipK. J on g, Y System Assemblies - �ll tll1 —Area Separation Walls Z l g - d: The requ rod fireblocking between floor levels may consistof 2'" (51 mm) nominal lumber, or two thicknesses of 1 25.4'mmi _-- _ - c LLJ rL. 3 i _- If i ether the breakaway ell l belocated veticafl When either the, UL Design'U373 or Uu75 Area Separation Ala assembly s specified, i, h br r ka a clips should_ r p V P Y PY nominal lu bet uvrd broken A m Dien fa ants, or thickness of 0a19 (1$.3 mint wand structural panel with Dints backed b 2-HonrFrre Ratio 55 59 STCsSoun Trans z ,„r.„ lap E 1 Y _g d w ¢-�y� ac When total iht of " 3 at each floor level 10 0 ((3048 mm) o.c. and horizontal► on ve H stud;24 (690-rnm 1Nh he o al he a the Area Separation t: r 1._. } Y '1 } � Pmm):. t Des :�� "'r"L, 7 T ' C° I r: 719 18.3 m vuoadstructural pa or r 5 Cz�i n cle..r 3 P r -� t „ , ;, 0 ( m r p _, one th ckness of 0.7� (1 r3 rnm, particleboard vvrtf Dints backed b 0 75 19 rnm' g a . ce U'L J3 s, kJl U. � 5, IT 1 J39.2. Te� r F1efe er,,e AAL 1L 1 � �.90 Wall excoeds 23 7010 rnm breakaw clips shall be installed eve 0 1 rnm for the lower 2r0 6096 m and ever 10: 3 ( h_ 4P all.. tassel rya {524 } ( m.} n y ,0 {_018 , �, ,r _ C UJHI hF' ��tA 12C 03_�UL Usti cULU3, a , a articlebaard. Gypsum cf -in 1 5. PSG 5 1 _ , r , s ....board. n ud 7 4 mm) .Den lass Shaftliner and 5L8 1 ., re DensArn ar Plus Fire uard �, } 9 Two la aye 1 z54 m:rn DensCla�s �Jhattlin r rn., r ed 3 rods �"t ai0 rnm!: , Y i 1 e et inl S (1 Breakaway f e installed led on b e f h Area Separation io Wall, rnm .for the r 24 0 7315 mm) of the wal I assombl r akawa clips are ns f both sides s a the A S t o Wa . interior � , rite or panel, Batts or blankets of mineral wool or other approved materials installed in such a manner as toairspacebetween R t _ R! sou Iv1m 3I� (19 rain{ xe.wee., liner p�nelsand adlacanLvi,00d or LLJ When rile 1TS/Vi1Nl Design WNIGPIWA 120 04 Area Separation Wall assembly is specified, the breakawa di ssfiould be located secure) retained in lace shall he permitted as ail' acceptable fireblork (per Chapter 7 of the IBC': i r V 9 P Y Pe Y P Y p R p_ iP t 1 � .. � meal framing uerticall at sash flocs leve10 0 3048 mm) o.c hr honz m N on ever other N stud or 4 1 19 rnm a.c. When the total freight } ttl Q a Y Y �{ 2 } f J- r ( u; iSound Test with 2 5t m �� stud 0 r , „ , , ; , 9: The Area Wall assembly can: be constructed with without a parapet: Tested u l mix � (I'r� mini} .tuU wall u�rith 1/� j12.7 rnm} of the Area Se aration Wall exceeds 110 60 13 rnm}, breakauva clips>shall lac installed vertically every 8 0 {2438 mm) for P { YY Tou hRocr sum wallboard and 3 lr2 39 min fiberglass Insulation in - „ „ 1'A r f istructural g 97P ( d 9 0. ttho intersection of the solid 2 51 n1m Area Se' Separation V1Jall and the underside of the'ri�ot sheathing, cut the lower 200 (bf�6 mm) and every 1f10 (3048'mm}maximum far the 4d 0 (14630 mini of the wall assembly. i } R . „g, stub space, anels at an angle'to rovide a tight fit to the structural sheathing. The 2 51 min Area Separation Wall is not re uired r RR 9( ) p q. 5. Fireblockinc is installed on both silos of the Area;Se t n lA ti flour ve) � he ' see. Details section).:Foe. J n ,:.. pan to .. all at sac a _ !e as in the IBC ( a is-^ , _ , - _ to be capped using a C Stud. Where the-shafthner panels are not tight to the structural sheathing, apply an approved 2 Hour Fire Rahn 65-69STC'S Sound approved firo blocking matarials, see Special Conditions, Item 6: g au Trans firoblocking material (see Special Conditions, Item;7f8} to both sides of the Area Separation Wall. Design Re es,ence UL U373, UL U375, ULC W31?, Test Reference 3ALTL 10291 F A 2 ' 3, r "rk s a t-ca the lower ctil'n ( o b c t back attached together 6. To continue the :all install a C T a,k ov' the C ra, a se a ac d. a k o a .rid o , h r or L e.There_ U� HI w e u _.- _ hP'ltl� 1zD5r1 cUl. Ua13 c L U 3 _ ,. P P, � . � ll_ 37, . , 11.ara>tvuo e m thuds for afire rasistant roof un' I r a r- Two layers . ,, „ _;o leis meat. thc,li,d crstuxrneth_d and the atrial roof1 i�54 turn} Csn,Clas� �hafiliner inserted n if 2tuds 2 r1 rnm' c r9 _4 f Ex4 i 0 1 a 8 9 mi d screws and and spaiced 24 610'mm o.c: Sta ei back-to-back back C Track Dints a mimmurn of 12 30a mint. CA ASW k 8 0 tw _3! n an head at s c , } i } P sP _ { } 9g L _ { r stamp: 3 c c Mir, 1n underlayrnent method. Consult with local code authority for method. In the ledger step method._ one layer 5/8 Eli n 3r 4 turn} air ,paGe on both sites `post be maintained betzveer liner s -�.: anlusnd'adac.ntf e . rarrll u bo rd r f u Berl - rr .,.. �: iF 7 H a parapet is not s eciflnd see Special Conditions.. Item 11 for two methods tar installinga 5 m a oo n a eat. Consult 15.9 rnm l CiensArmar PI Fireguard rd interior it panel 8 15 9 rri � p PP -P " P _ � OYFi V� I } us Fir gua rte c pa .ors, { m}TouyhNock'Fireguardkc3ypsumbo,ardi�placed4 1 r� f3� ,C�► with local code authaN tYfiat proper meth_ud i1219mm} anbolhsid sides e.AreaSeparation Wall.TheJYPsum board is cut to t tight between the roof framing3suna Tested rnolth 2 (51 mmJ x 4 {102 rnm} stud wafl+vnh 1/2 (IL 7 rnm]! { � > , : P , ,- „: '�". Yt G members. rs: Nominal 7 5 : , i 1_oss , r clip n be 51 turn x ,.1 rnm wund?lel erstn s bald he ,sum boa dsnur to the underside of the r o_ I A gypsum wallboard ara ..pen aides ,framingr , _ _t e oaf _ I a of and 1 2 t39 rnm fibdralass interior wall ,ca , r { } ( _ } a T gyf J g grR _ .� L i i} &. Once the 2 1 rnm Area Se aratran Wall is erects con�truetian.af thaad scent lr un begin. Breakaway ,cfi and _ i� } p erected, l g Y p_ , r P insulation n ; i stud � ace bo[hsitlEs, , a sheathingrid flushwith the to of the coat fianul . The a L 1 m Aran! atrnV I; p tJ x ledgers ate roof framing and continuous f? fire-blockuig installation is identical for bath sides of the 2 (5, m } Separ a Wall. , stop. The second method is using fire -treated plywood at least 4 (1219 rnm} on both sides of the Area Separation Wall: , 9. Do net install insulation in the system until the boiling has been property closed in: . lZ Penetrations through the solid 2" (51 rare) Area separation' Wall should be protected in accordance with Chapter 7 of the � IBC For specific installation details, consult UL category XHFZ 1 hrough penetration Firestop Systems. - ¢ t; ,' t 4Consult the fire desistance Aluminum Angle or D Trade, Cap, Edge. H-Said, 25-Gauge lt8 mils); 13 Size and protection of openings in the solid 2 (51 mm) Area Separation Wall shall be, m accordance with the IBC: director or test re ort for Breakaway Clip or End Closure pP Y p0 ik Section 706, When the Area Separation Wall is designed as a Party Wall ("Any wall located on a property lint. between 2-Hour Fire Rating 35 39 STC Sound Trans Est complete information: tiro R g li _ Y _........._ 95- art. Tkuekn a 3 a w' p adjacent buildinr s which is used or adapted for t intservice between the two buildings.") as listed m the IBC Section P es i,n rnm, n l tr. , 1 J , R 1. _ g:_ } Design Ee ease. IJHI gas 3r 1_ For additional fire safe Information: ,411111ill ,::: ; 3 ° I' . :: ;, d.TS. 6°. . _ .v. - Tins drawms Mahe Provercv of wRIGHT GARDNER ARanEGr, uc., ei_ ',3oa`:k 3u,3i�t. .,S�l.r unr..r. �3 r_a'�. 6 0 : 1 S.ar Qt fi. s r ,.: ,':-:Y a 6notrobe revmdncea oroopee �n wnme or �n varc.m¢omymbe tyx...1{ .. � '�7 6, en n e n etm teed er ry �tE.r ._ _".. ._ n ... r..� ...x, p,.. 9 P. T�.o a..,..s t �5 "t rm} DnsGia�s Shaftire inserted - tI i ^ .. ooncernrn Denilf lasshaftliner ( ; " ,d ' ; u : 3 y n 1 H d$ 61 mm) 6 . for the project one site specifically identified Hereto one is not to g 41r, } aR,1 , '*-"' r-. , " ' ^ '� be use on an other project. It is to be returned upon nastiest. . a r „n. : .. :Sr.. :.:n... u.:: . ,a....v l.. ,... .. -^ice ". r 1 J n� � Y P ] P eq �p,! c. ,. r , r. ^ .. ........... i1 .:. . t t x 1 r i' , ,. ,. ,,,. � �e covered using 6 152 i 1 , , I rn wide �,. m 2 1 z,L ri m Derr�Arrn i e i t r. , ._ � :,. ,.� � � ,.. �_ l } I �r lug F r. uard C }�� , >ti„ _......., 1. '.. .3i ._ ....... ii, .. 3 LAd ,. _. . .... i:. ®2018 WRIGHT GARDNER ARCHITECT LLC. _.. _. , _ .... ,.� z_ ,. 14':' a e r I ed and se areas such as the ,_ visrtanr.bulld ' .eomisafo info _._, n h ::., �....... ii _. d ., F r s c a tz u , adjacent framed walls can lit covered with LlansShir,lcl Tile. , _ mtericr snips f-r 1L2 i1 T u nRo ', ,r := p_ rnm, o g _, rk Fireguard U g sum'bc,ard n r frT == Sacker from Georgia-Pacific in lieu of standard paper faced gypsum board or fiberglass mat faced interior panels: YP revisions 2-1 !2;' —,' 2 l/3" 2" No. Description Date 4fi4-mmj I57�nrn1 iStrnmJ ._ m, rn ., ,I afCf ,.,r .;yrla ir. a, ,.:..,,,,ar=., _ .'�- -. - .. .,,.. GRUTIQrk Far productfire, sat and use mformatrun, CAUTION: For product Ere sal and use nl i CAUTI : For o `ct � ,, T n , , is . p - safety - TI p sty n er armatoq, DM pr du fire,satetyandusorniormanori'r > w:,i,..,rmr..i�rQiJbu,f43,.,------- Service #ir . ni r T h rear evuie }la ire 1, .225. 919 L,r wv. ' a o i ".0 1 rdo. ec n 6 w , gp9Y?sum,c au''teehnscer5srurceEiosirnel.8fel22a.69i9,r uuwaw, uaueo�- ge . ti lo4uldgp umisa9�yr 9pgyi� go lotrurldgp,coutlsafofyiuta- poiohmkdgp.com/saieiyrnio; Technical rmr.eom DESIGN BASED WH1495 OINSTALLATION MANUAL NOTE TO INCLUDE 1/2" DENSARAR MOR VERTICALLY OVER H-STUDS— sheet title: FI REWALL SHAFTLINER project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: Reviewed for Code AO= 1 OB Compliance Universal Engineering Sciences EJ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION I - Gr ; A4119r #ion rot dplau,: I solureal Slriv}ce lfo@toe tgC9i 25.G119 ¢t NriNiN,g pSpfaeoM DensiGlasse 5haftfiner Area separation Walls` CAUTION: For product fire, safety and use information, go to l u7ldgP.nmYVsafeigirdo.':. t ensGlassr Shaf#liner Area Separation Walls Thefollowing assemblies and detalls�are fot IllLlstrattor, purposes only, Pease consult design authority and conhfm code complianceGaorgla RaciiicGypsum does riot providedesign services I E¢, I, Fst rtarrmbITi„id upoKite:: CAUTION: For product fire, safety and use information, laoboical suivice Uotole 1. 12W9 mrshrmiruppitypsorhDorcy go to buildgp.camfsafetyinfo... INSTALLATION MANUAL 1" = 1'-0" win ht qar4ie rcec 154 Krog Street, #125 Atlanta, CA 30307 404-218-8460 y `GDp FL9 lQ� \Gr1T qR , coo CfsTERED LA W U Z W L, 0 M Q M W Q Z � Q Z �o o Li- _ Q J o a J �w _m W o� Z Z W Q W U O This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., It is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. Su2018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date FI REVWALL SHAFTLINE:R project number: 19-049 drawing date: 04,05.2021 scale as noted sheet number: Reviewed for Code AO= 1OC Compliance Universal Engineering Sciences ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION ..z SEE ITEJM ti 1e Beam —W8X28 W&< 24 orW6x12. min size, se,e Items and 6A.' £e Normal Weight or Lightweight Concrete —Norma I we,ightconcret8, carbonate orisilicecrus aggregate} 35# compressive strength, vibrated. Lightweight; concrete, e {aanded sha le or trite, aggregate by rotary -kiln method clay aggregate by rotary -kiln, or sintered-grate method- 3000 psi com,pressivve .strength{ Arated,Atb 7 per cerr Restrained Concrete Concrete Unit Concrete Assembly Rating Fir (Type) Weight pcf Thkns In �} I I BXU Fire Resistance Ratings, - NSI,/UL 2 Certified for United NormaJWeIight 1��-153' �-112 tote Normal eight, 147-153 5-1/4 B I XUV7- Fire Resistance Ratings - CA,N/UL -S101 Certified for Canada 2 Lightweight 107-113 3-1fr4 See General Information far Fire -resistance Ratings - ANSI/UL+263 Certified for United States Design Criteria and Allo able Variances � Lightweight 10.7-11 6' 3-1}4"" See General Information for Fire Resistance Ratings- CAN/ULC Sl01 Certified for Canada Design Criteria and Allowable Variances 2 Lightweight 114-1ZO 3-1/2 Design o. D9,98' 3; Lightweight 107-113: 4-3/16 October07, 2019 3 Lightweight 114-120 417/16 Restrained' Assembly Ratings,- 2 and 3 Hr. Vit -L and 3..in, dp ep sto e : floor' l Coruyits on�r..:. Unrestrained Assembly Ratings — 0 it 1-7 2 and 2 Hr, See Items 4 & 6 .. - _ - ___ «__ _ ®.� _ _ -__ -x-`__ __ ., .. �, _ _ _� ■ ■y; 3r Welded, Wire Fabric — 6x610/10 SW& . Learn More L4r SieO 110dr arly Form Units* — Compos'ite 1-1/2,, .,ir:its F!uted units rr e + 1}8 hos,tptde Min gauges are following combinations of units may be used, t1X All, 24{ 2C~r 28 Or Ja in. wide cellular or partial' cellular. €u (2) All fluted. t31 One OrbA-0 3 in. deep. 12 it~.%Adilit, 18178 MSG min cellular alternating Wth Sin. deep fluted or other cellulare ;4) Ar -1 Li' nt;' off ,ibt d d.,24, { Eif 2? or 36 in, wide cellular or partial cellular, Le-rn M ore INTUMESCENT COAT 1" = M-0" SEPT PG 1 12 0 wing-1t �hi arcl 154 Krog Street, #125 Atlanta, CA 30307 404-218-8460 %—F'I'G �P0 \GNT GAR 9 CIO 2m • e• y � 540 -a� .• V G�\ki �STERED PFl ILA W U Z w do >c7s Cl) LU [ rA V Z o Z a F �o N — oLL ILA ow tJ � � m m oW Z o Ln �z w LU U 0 Reviewed for Code [P Compliance Universal Engineering Sciences This drawing is the property of WRIGHT GARDNER ARCHITECT LL<, fi not to be reproduced or cop ed in wholepart It is only to be used far the projeat ands to spedf cattyidentified herein and is not to be used oa any other project It's to be returned upon request "" WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date sheet title: STEEL STRUCTURE- FIRE PROTECTION project number: 19-049 drawing date: 04.05.2,021 scale as noted sheet number: AO= 11 ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION CANAM1STEEL ,C0RP-24,i,n, wide Type P-2432composite or 36 in, wide Type R73623, F-3606, P-3615 and 24 in wide Type P-2432 composite, Type P-3606 and P-3615 non -composite CANAM STEEL CORP —12 be 24 in. wide, Types 1-1/2,2, or 3 in. LOK-Floor and LOK-Floor0ell;36 in. wide, Typos 2 or 3 in. LOK- Floor and LOK7FIoor Cell- 24 30 or 36, in. wide, Type 1-1/2 in. B-'.OK and R-LOK Cell; -24 in. wide, Types N-LOK and N-LOK Cell. I I - CH I IA, I TEH :CONSTRUCTIONMATERIALCO LTD — 24 or 36 in. Wide Mac-Lok 3; 24 in wide CFD-3, �KAM INDUSTRIES LTD, D1113A CORDECK — 24 in. wide, Types 2 or,3 in. WDR. MARLYN STEEL DEC KS INC -Type 1. 5 C F, 2.0 CF or,3.6 C F. 2.10CFD, 3.00FD, $�OCFDI=S;- 24,�Q or 36 in, wide ROOF DECK INC — 36 in. Wide Typos LOK-1 -1/2, LOK-1 -1/29,,24 in. wide Types LOK-2, LOK-3. ,STEEL MASTERS INTERNATIONAL DEPENDABLE STEEL 36 in, wide Type82WH-36,3WH-36. Units may be phos/painted or galvanized. VALLEY JOIST+ DECK— 24 or 36 in, wide Types WV-C 1-1/2 orWVC,2. 4alval IN G.1 NC - A N UCOR CO FORM Lb KI m deck icls./ad., or mill fin I ish, Units may be cellular or w 36 in. wide P1 � �High Strength 1, non -cellular dock may be vented o r no n-vented. 12 in. wide' i 21 PLW3 or, W3 units,rospiectively; or Types PLN3-CD, W-C[ U3,, PLN, N, PLW2, W2,.PLW3, W3., Units may be e suffix "CD`" or "CD -AC" added to the product 2, W2,PLW8 or W3 units may be blended with 24 N3, R CORP— 24,,30 or 36 in. wide, Type 1.5 VL, 1.5VU, 1.50LVLI, 1.15,VLP, 1,5PLVLP; 24 or 36 in. wider -Types 2VLI, LP, Z,OPLVLP, SVLP,,3.0PLVLP. 316 in. wide- Types 1 i5,1SB, 1.5-SBR; �4 or 36 in wide Types 12.0 SB, 3r,,0 SB, 36 in. wide 36'in. wide Type, HigKStirength 1.5 SBN; Units may be, phPi Spacing of Wields attaching units to supports shall be 12 in. OC for 12, 24, 3i OC liar 18 in. Wide and'Serc, 1.2 units. Unilless specified otherwise for specific 3 .1 1 I- in. OC jinf.s. Farr 3 lrlliRirtiogr units with overlapping type side 6 in. , a d .unitf: button- together it, - .1i a �'e e + I M= iintsw�dsatDgeth&-24 in. 0C 41jen a superinciposed ioad 0,1,150 PSI: is desired the spacing of wgilds or button -punches shall not exceed 24 in. OC -alongside joints. Alternate Construction — NoriComi po site units of the same type listed above may be used provided allowable loadingis calcu,lated on the 6 a i it. 1 1: dJ,-@Fjrn More 0cls p, The Unrestrained Assembly Rating is equal to the,Unrestrainold Beam Rating (See Item 6) for a max 2 He and is limited to the following units and limitations: (a) 1-1/21, 2 and 3 in. deep, 24 in. wide, 22 MSG or thicker fluted with clear spans not more than 7 ft, 8 in. (b) 1-112, 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, ,1 1 in. (d) 3 in. deep, 36 in. wide, 18 MSG, or thicker fluted and 24 in. wide,, 2,0/18 MSG or thicker collularwith dear spans not more than 13 ft, 2 in, For assemblies utilizing 3-1/4 in. lightweight concrete topping with a max Restrained Assembly Rating of 2 He, the 'Unrestrained Assembly Rating is equal to the Unrestrained Beam Rating (See Item 6) and is limited to the following floor units 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 dear spans not more, than 9 ft,; 6, in, (b) 2 and 3 in, deerp, 24 or 36 in. wide, 20 MSG fluted and 20/20 MSG cellular with clear spans not more than, 10 ft, 0 in. (c) 3 in. deep, 24 in. wide, 20 MSG fluted and 20/20 MSG cellular with clear spans not more than, 13 ft, 2 in, 5. Joint Cover — (Use with fluted units optional — Not Shown) — 2 in. Wid6 cloth adhesive tape applied following the contour of the units. 6. Mastic and Intumes4ent Coatings* —`For use with fluted steel floor and form units only,. Min. size W8x24 oi-W&V beams 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 thickness, 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 samethickness of coating osrequired on the bearn. Unrestrained Restrained Minimum Dry Minimum Dry Beam Assembly Thickness mils Thickness mm 'Beam Size Rating Hr Rating, Hr 53 W8x24 1 1,34 2 1 ' 3 4 95 2.41 W8x24 1-1/2 3 73 1.83 W6x1 2 1 2 10 123 3.10 W6x1 2 1 1/21 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. M in, size ,Wax2 , 8 . oearns shali r)e primed with a phenolic modified'alkyd primer at a thickness of -1 mil. Coating spray or brush applied in C1"-_-CI1`d;-n4KA, tI-, thE. instructions at the min dry thickness as shown in the table below. The thickness shown below includes the 1 miloforimer- The top surface of the top flange where fluted units are used must be protected with the coating material at the same min dry thickness at a min distance of 1 in, (Z5 mm) inward from the fl 8es of the ream. Mineral wool insulation optional above top surface of the bbeen.Unrestrained off Dry Mik-kimum Dry Steel Floor Beam Assembly T'Icknr-.ros r-oOs Thickness mm Units Rating Hr Rating Hr [1 OE Learn CN2 Flutedl or C4 2 Cellular 1 1/2 INTUMESCENT COAT SEPT PG 3 .4 I" = 30'-0" Reviewed for Code Compliance Universal Engineering 91 Sciences 0 W ICI t a a r. C 'i le nirc;,nli leacl 11C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 F OF 1 4's y 100540 LU lr� En LLJ > (31 'IT ILA LU li Z < U LLJ o V) 0 _J E V) J .J 0 L/71 LU cc pp CD Z , L_J CD V) Z LLJ This drawing is the property of WRIGHT GARDNER ARCHITECT, LI.C., a is not to be reproduced or copied in whole or in pan. 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 oddest. sf,H 8 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date sheet title: STEEL STRUCTURE FIRE PROTECTION project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: A0=1 2 El NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION 179 4.55 Cellular 1-1/2 ALRI UK, DIV Of STANCHIEM INC, — Type Albi Clad TF+. Investigated for Interior General Purpose 7.Sh r Connector Studs— Optional — Studs,,3/4 in. diem by 3 in, long, for l- 1/2 in. d e form units to 5-1/4 in, long for3 Shear n a e p innicleep form units, headed type or equivalent per AISC specifications. Welded to the top flange of the beam, through the steel form units. 8. Electrical Inserts (Not Shown) — Classified as "Outlet Boxes and FitiingsClassified for Fire Resistance*.'" See Perlite Aggregate,(CFFX) in Fire Resistance Directory for names of Classified com panies, 12. Foamed Plastic* —(Optional -Not shown) —For use only with vermiculite (Item 11 A), or cellular (item 11 B} 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 lightweight concrete surface and Vermiculite or cerl lula r concrete topping (Item 1 1A or 11 B). See Foamed Plastic* (BRYX) category in Building MaterialsDirectory or Foamed Plastic* (CCVM Category- in Fire Resistance Directory for list of Classified companies. 12A, Foamed Plastic* — (Not Shown) — For use only withcellular or polite concrete. Norninal 24 by 48 in. p0 lystyrene foamed plastic insulation boards having a density of 1.0 (+ or - 0A) 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 Plastic* (BRYX) category in Building Materials Directory or Foamed Plastic* (CCYW) category in Fire Resistance Directory for list of classified companies. wri ht �arhiec[ ,H 11C 154 Krog Street, #125 Atlanta, GA 30307 404-21 B-8460 NiA .40 R 9. Mineral ,neral and Fiberboards* — (Optional, not shown)'Appl,ied over concrete floor with no restriction, on board thickness. When mineral and fiber boards are used, the unrestrained beam rating shall be increased by a minimum of 1/2 hr See 13. Roof Covering Materials* — (Optional, not shown) — Consisting of materials compatible with insulations described Mineral and Fiber Board (CERZ) category for names of manufacturers, herein which provide Class A, B or C, coverings. See Built-Ulp, Roof Covering Materials in Building Materials Directory. U 10, Foamed Pla stic* — (Optional, not shown). Consisting of polyiscIcyariurate or urethane roof insulations. Applied over 14. Insulated Concrete (Optional, not shown) — various types of insulated concrete prepared and applied in the thickness 2: LU t_1 Ln concrete floor with no restrictions n thickness, When pi nurate or urethane insulation 0 cyal is, used, the unrestrained beam indicated. UJ cy, T rating shall be increased by a minimum of 1/2 hr, See Foamed Plastic (CtVVV) for list of manufacturers. A. Perlite Concrete — Mix consists of 6.2 cu ft Perlite Aggregate" io'94 lbs of Portland cement and 1-1/2 pt air LLJ 0 rn entraining agent. Connpressive strength 80 psi min. Z oLA 11. Insmiating, Concrete � (Optional, not shown),— Various typesof insulating concrete prepared,and applied as follows: See Perlite Aggregate (CFF)Q category for names of Classified companies, U_ A vermiculite Concrete - Blend 6 to 8,cu ft,of Vermiculite Aggregate* to 94 IbPortland cement and air entraining agent. Min thickness of E5 U 0 < Ln W 2 in, as measured tothe topsurfa,cle,of the structural concrete or foamed plastic (Item 12) when it is used. See Vermiculite Aggregate Indicates such products shall bear the UL or cUL Certification Mark for J UJ (QZZ) category for names of -Cla,ssifl ied companies. jurisdictions employing the UL or cUL Certification (such as Canada), z 0 V) Z LU < B. Cellular Concrete -Roof I Topping I Mixtu're* - Concentrate mixed with -water and cement per manufacturer's specifications. I .. . IIrespectively. Min, LLJ thickness of ?--in. as measured tiotheltiot) surface of the structural concrete or foamed r)[astic (Item 12) when it is used. Cast cINALcinsitv U AERIX INDUSTRIES — Cast dry -density of -37 (+ or -) 3.0 Pict E IN — TeCcwstddensityf 3+o-CELor3,pr TM ecopi d yy e f pd+3.0}. EILASTIZE L L CORD C) F A MIE RII CA�— Tpe11with a,cast dyIity y of 39 (+ or - 3: 0) p cf. SIPLAST INC — Mllix#l, Cast dry density of 32 (+ or +3 pcf, SIPLAST INC— Mix #2, Cast dry density of 36 (+ or -) 3 pcf" AERIX INDUSTRIF— Mix #81. 3: z0f Oist try d�,mty 4*11 (+ cr 3.0 i Last Updated on 2019-1 Q-07 The appearance of a company's name or product in this database does not in itself assure that products,so identified have been manufactured under UL's Follow Up Service, Only those products bearing the UL Mark should be considered to be Certified and covered under UL's, Foll6w-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, Systerns, arid/or Certifications (files) mustbe presented in their entirety and in a non-misleadinc manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the OnlineCertifications Directory with permissior, from ULN must appear adjacent to the extracted material. In addition, the reprinted material must include a:copyrig ht notice in the following format: "0 2020 UL LLC" Reviewed for Cade Learn More , COMPIjance Universal Engineering G9 Sciences INTUMESCENT COAT SEPT PG 5 6 1 1_._0.1 -1- �6 _ A I - This drawing is the property of WRIGHT GARDNER ARCTIECT, 1.1-C., a is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. 02018 WRIGHT GARDNER ARCHITECT, I.I.C. sheet title: STEEL STRUCTURE FIRE PROTECTION project number: 19-0,49 drawing date: 04.05.2021 scale as noted sheet number: AO=13 EJ NOT ISSUED FOR CONSTRUCTION 0 ISSUED FOR CONSTRUCTION L Product i Ty 13 I N XUVG575 Fire -resistance Ratings - ANSI/UL 263 1 issues arise; it is recic nce assemblies are ad Design/Sy-�tery-I/Cc)rls'rui tl'on,/Assenibly Usage Disclaimer ould be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, ould be consulted before construction, In submitter and have been investigated by UL for compliance with api5licable requirements, The aance encountered in the field. Aanca be the technical service staff provided by the product manufacturer notedfor the design, Users of Information for each product category and each group of assemblies The Guide Information includes r Only products which bear UL•s Mark are considered Certified; BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States UV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design No,. G57 April 24, 2020 Unrestrained a Thi's design was,�tvaluateld using a load 40sign method oth .. Design Method (6.9 Wbrklhc, stresslb,esign ao! s r:restriction factor shall be used — See Guide RXQV or BXQV7 s s •I IT t I 110FIS empt . Certification (such as Canada), respectively. Options with Item 1. la. Steel Deck. —As an option below Item 1, Min 9,f16 in. deep, 22 MSG gals corrugated fluted steel deck, Overlapped one corrugation at each side and'attached;to each joist with 3/4 in. long #10-16TE screvus 10in OC max 1 b: Flom Mat Materials' — (Optiona0 —' Floor meat material nom 5/64 in, (2 mm) thick adhered to Ite m 1 with Floor Primer: HACKER INDUSTRIES INC —Tyke Hacker Sound -Mat sections fabricated from min 16 MSG coid-farmed, galua:nized Reviewed for Code 1B Compliance Universal Engineering Sciences wri ht �rilic arhi e 154 Krog Street,#125 Atlanta, GA 30307 404-218-8460 of �Lo. I�Q•��,\GNT BAR � ti,','Q m, •. 10540 ,a V I �c�STERED PRG� VI LAJ L� LLJ > v V"f M o M d LLJ Z � 00.0 Z Q � U0 O tL <( J o � J � N LLJ m t— t'1 O Z � W O En Z W tLtLJ `� This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., a not to be reproduced or coped in whole or in partIt is only to be used for the project and site specifically iden[ fed herein and is not to be used on any other project. It is to be returned upon request. V2018 WRIGHT GARDNER ARCHITECT,. TLC. revisions No. Description Date sheet title: ROOFULOOR SYS ABOVE GARAGE FIRE-P project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: A01IIIIIIIIIIIIIIIIII 4 ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION TRUSSTEEL, DIV OF ITW BUILDING COMPONENTS INC —TrusStpel 2e, -Structural Steel Members*''— Pre fabricated light gauge steel truss system consisting of cold -formed, galvanized steel cord and web sections, Trusses fabricated'from min 16 MSG steel. Trusses minimum 12 in. deep, spaced a max of 24 in. OC. DOUGLASS COLONY GROUP INC —Type FPAMECAD 3, joist Bridging - Q4ot,Shown} :— Instilled at the center of the joist span immediately after joists are erected and before construction loads are applied. The bridging consists of No. 18 MSG galv steel channels, 2-1/2 in, wide by 22-3/8 in, long with 1/5/8 in. long web extensions at each end for screw attachment to the bottom flange of the steel joists with a 3/4 in. long ,No. 10 self drilling steel TEK screws, Solid bridging consisting of cut -to -length joist sections with a max spacing of 8 ft OC. 3A, Joist Bridging —,As an alternate to Item 3 - Installed at the center of the joist span immediately afterjoists are erected and before construction loads are applied. The bridging consists of No. 18 MSG gale steel channels', 2-1/2 in. wide by 22-3/8 in, long with 1-5/8 in. long web extensions at each end for screw -attachment to the bottom flange of the steel joists with a 3/4 in. long No. 10 self -drilling steel TEK Screws. Generic bridging consists of No. 18 MSG galv steel with 1 1/4" flanges having the same depth as the joists, attached to the top and bottom joist flanges with two #10 by 3/4" long selfdrilling screws with a max spacing of 8 ft OC. 4, Angle Clips-- Not shown - Nominal 2 x4 x 9-7/8 in., No 16 ga clips used to fasten joists to joist rim track. 4 in, side of clip placed against inside web of joists and 2 in. side placed againstjoist rim track. Each side secured with three 410-3/4 in. TEK screws. Nominal 1-1/2 x 4 x 8 in., No. 16 ga clips used to fasten joist bridging with clip located on the web/flange side of, the joist. Clip fastened with two #10-3/4 in. TEK screws per leg per clip. Nominal 1-1/2 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 Blankets* — 3 -1/2 in, thick glass fiber bett insulation draped over the resilient channels (Item 5), or suspension system grid (Item 5A). Any glass fiber batt in sulation bearing the UL Classification Marking for Surface Burning Characteristics having a flame spread index of 25 or less and a smoke developed inclexcif SO or less may be used. See Batts and Blankets (BKNV) category in the Building Materials Directory for names of manufacturers. 6. Resilient Channels — Formed; of No, 25 W overlapped 4 in., Channels secured to each jpii a. Furring chant to joists as described in Item I overlap. ;G galv steel, 1/2 in, deep, spaced, max 12 in. OC,, perpendicular to joists. Channel splices located beneath joists and At with one 112 in, long Type, S-12 low profile steel screw. Two channels, spaced 6 in, OC, oriented opposite each gypsum nd min 6 in. beyond each side edge of board. Dt Shown) — As an alternate to Resilient Channels, Item 6, furring channels and Steel Framing Members as described below. 25 MSG galv steel. 2-9/16 in, or 2-23/32 in. wide by 7/8 in. deep, spaced 12 in. OC, perpendicular tojoists. Channels secured f adjoining channels overlapped 6 in, and tied together with double strand of No. 18 SWG galv steel wire near each end of b. Steel Framing Members* — Used to attach furring Channels (Item a) to the steel joists (Item 2). Clips spaced a max of 48 in. OC. RSIC-1 and RSIC-1 (2.75) clips secured to, alternating joists with No. 8 x 2-1/2 in, coarse drywall screw through the center grommet, Furring channels are friction fitted into clips. RSIC-1 clips for use with 2-9/16 in. wide furring channels. RSIC-1 (2.75) clips for use with 2-23/32 in. wide furring channels. Adjoining channels are overlapped as described in Item a. As an alternate, ends of adjoining channels maybe overlapped 6 in, and secured together with two self tapping No. 6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Additional clips required to hold furring channel that supports the gypsum board buttjoints, as described in Item 7. PAC INTERNATIONAL L LC —Types RSIC-1 or RSIC-1,(2.75) 7. Gypsum Board* — Any 5/8 rnb, thick, 4 ft. wide Gypsum board UL Classified for Fire Resistance (CKNX) eligible for use in Design No. G512. Nom 5/8 in, thick, 48 in. wide gypsum panels. Base layer installed with long dimension perpendicular to resilient channels, secured with 1 in, long Type S bugle head screws spaced 12 in. OC, with screws located 6 in. from and on each side of the gypsum panel, in both the field and the perimeter, and 1-1/2 in. from side edges of the panels. Face layer installed with long dimension perpendicular to resilient channels or cross tees with joints offset 24 in. from base layer, secured with 1-5/8 in, long Type S bugle -head screws spaced 8 in.,OC, with screws located 4 in, from and on each side of the gypsum panel midspan, in both the field and the perimeter, and 1-1/2 in. from side edges of the panel, Buttjoints of face layer panels secured to base layer with 1-1/2 in. long Type G screws spaced 8 in. OC and 1-1/2 in. from side edges of the panels, with buttjoints, located between re I silient channels. Butt joints of face panels staggered a minimum of 12 in. from butt joints 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 3-1/2 in. OC, and be attached to underside of the joist with one RSIC-1, RSIC-1 (2.75) at each end of the channel. 8. Finishing System - -(Not Shown) — Vinyl, dry or premixed joint compound, applied in two coats tojoints and screw heads. Nom 2 in. wide paper tape embedded in first layer of compound over all joints. As an alternate, nom 13/32 in. thick veneer plaster may bei 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. Last Up -dated on 2020-04-24 The, appearance of a company's name or product in this database does not in itself assure thi. bearing the UL Mark,$hould be considered to be Certified and covered under UL's Follow -Up UL permits the reproduction of the material contained in the Online Certification Direct: Systems, and/or Certifications (files), must be presented in their entirety and in a non mi Online Certifications Directory with permission from UL" must appear adjacent to the ear "V2021 UL LLC" been under UL's Follow -Up Service. Only those products 1, The Guide Information, Assemblies, Constructions, Designs, tion of the data (or drawings). 2. The statement "Reprinted from the ted material must include a copyright notice in the following format: wri ht qarr e aki 11C 154 Krog Street, #12 5 Atlanta, GA 30307 404-218-8460 A OT354U LfIl LEI U Z. LLI (7'LU CI (71 V) di LL.1 0 Ce Z. < F iJ 0 V) LL_ 0 < InLLJ Z Z: 0 0 L) 0 This drawings the property of WRIGHT GARDNER ARCHITECT, LI.C., It is not to be reproduced or banned in whole or in pan. It is only to be used for the project and Site specifically identified herein and is not to be used on any other propuct. It is to be returned upon request. .2016 WRIGHT GARDNER ARCHITECT, LEE. 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: Reviewed for Code Compliance Universal Engineering AO=15 Sciences El NOT ISSUED FOR, CONSTRUCTION ISSUED FOR CONSTRUCTION 1612 , SATAVIA AVENUE A1ion Scie e and Technology GENEVA,1'LUNGIS 60134 11�w1P �LiWfLe6Er e�is a�v WALLACE CLEVENT 5ADO1( BPS Foani Nhith Integral Sted Channels, Two Lai s of Gypsum Direct, U� Layer oil R,tsilient clonnels �e tt 8!n#II sip ydipfTtti') gep0lRd RIB, �lurai� f INtYlf6 ,: ep �i4k+I AtJ EPEIC'tlBG egAJRLE 64YIW1 KYYFl ssB NS'=L{#AEPP 1� M6Yli�YiNpftsq,t�oF d'1Y nr,N&a14.fi$£IY�"#. A Technology 4 WALLA" CLUMENT ITT m1up"XV-Wir ThertuaSteel Corporatior1 i23.lanu r,2003. Sound truestRliss;ion loss valucis are: tabulated at the eighteen standard frequencies- A graphic presentation of they data and additions, I infarnif ian appear on the %allowing paw. The precision of tht TL test data is within the lirnits set by the ASTM Standard lws� l2, FRF �Q�L F p WO 27 0.69 800 46 0.0 125 21 0,73 5 1€100 49 0,22 160 25 0.54 4 1250 53 .0.17 2GID --7 0,53 5 1600 53 0,17 2) 30 0.72 S 2.000 513 0.16 34 0,50 4 2500 48 0.10 400 37 0,37 4 !ISO 54 0.16 W 41 0,23 1 4000 58 0.15 630 44 014 5000 60 0.15 FREQ, ^ MQUEN Yy HS -L. �UNCERTAWY.12 ;,REF. = DaICIEC , dj Senior Expl rircmulist THE R61010SAIPOR.TEDA kPOLY tANk TOT4E SP=EC'M SAMPLE SIM AGGfRi�if I!Y !P y y ....g IL ,. s A 95% CONFIDENCE LIMIT i%l OUR (SUM OF UEF = 28) 1612 bra RATAVLA AVENUE ;''"lion Science and Technology y 3 32.0104 G ENEMA, IUJNOIS 10134 FOUND" I'sI H a*W1^.. "'r . -- WALLACE CF_.EF NT SR�1i.:• r SO S TS,SIOX REPORT PALffi TL03-041 PAGE 3 Of 3 i I 50 n 14030 I{(( t 000 3 � { e 20 __ x � I 10 —4I I I i B ig Laboratory {{ , ZOMMERCE, NATIONALVOLUNTARY A k` w w`.,ENDORGENMEWSY WST, ACMEDITATIOP l °TMILABORATS wn IMPLWS PR' A A:4RCF:PETATMIN QK ANT UP TT$ rEF@TMRFORTS N NO WAY C0NSST#TUTtS iT 10115ATI NINON, APPROVAL, ORENDONEWNT 0Y MsTT,. THERMASTEEL WALL STC 1" = 1'-0" Reviewed for Code Compliance Universal Engineering IE Sciences wrl ht aar,m ecl 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 ��pF FLOR�O 'STEREO PSG LA W Z W 1`1 Ln > � N M oM a W Zo GC Z w U o O u- I✓ I Q J C) < LlJ cc W LLLJJ Z 0L w I stamp: of FLO This d""nM is the property of WRIGHT GARDNER ARCHITECT, ILC.. Is Is not to be reproduced or copied in whole or in part. It is only to be used for the prajea and site specifrally identified honein and is not to be used on any other pro)ect. R is to be returned upon request. *2010 WRIGHT GARDNER ARCHITECT, LEE. revisions No. Description Date sheet title: STC WALL TEST project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: AO=18 ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION 1 l�— �A1 (-- 3 '�A1-335 Zl T (Al -53 1 11-50di A1''. FEIIIIIIIIIIIIIIIII A1-521 Al-52 3 3 �A —� \A1-531 k1-53 1 1 1 l A, 9-51; Al-50) ��A1-30 5 BUILDING 3 ROOF A1-10 1/8" = l'-0" 1 l �A1-5� A11-50/ v A1. 30, 4 BUILDING 3 THIRD FLOOR Al-10 1/8" = 1'-0" 2 �A1 _ /i A113\ 3 BUILDING 3 SECOND FLOOR A1-10 1/8" = 1'-0" N BUILDING 3 FIRST FLOOR 1/8" = 1'-0" wn 1ht aar,e 154 Krog Street, #125 Atlanta, CIA 30307 404-218-8460 O FLOR� 9 CIO `y 1 54 a;CF � �syb Q ��,I \�U i` • - I j i C7STFRED PRG LA W U Z W Ln > a W Zo W� Uo _J Q J =o a J D Ln w Ina _m p w �Z Ln Z w ui u 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, LTC. revisions No. Description Date sheet title: BUILDING 3 ed for Code riplianI Engineering DUPLEX TYPE 1 :fences FLOOR PLANS project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION -ROOF N.A.V.D--- - THIRD FLOOR N.A.V.D- -SECOND FLOOR N.A.V.[ MAIN FLOOR N.A.V.D--- GROUND FLOOR N.A.V. trio nc Tur onnIT DUPLEX SIDE (NORTH/SOUTH) ELEVATION 1 /8" = 1'-0" TOP OF THE ROOF TOP OF THE ROOF I I I Rp li R III, UNIT 6 UNIT 5 DUPLEX BACKREST 1 /8" = V-0" ELEVATION rTOP OF THE ROOF UNIT 5 TOP OF THE ROOF I UNIT 6 DUPLEX FRONTAEAST) ELEVATION A1-11 1/8" = 1'-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 [E/i/A DUPLEX TYPE 1 516,7,8,9,10,11,12 DUPLEX TYPE 2 1 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.Dt WINDOW/DOOR TAGS. Reviewed for Code EB Compliance Universal Engineering Sciences 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. 0 wn ht �arh� e 154 Krog Street,#125 Atlanta, GA 30307 404-218-8460 CP - \G11 q .O m'. r� 10054 �c ; m, ; / IiED PRG� V7 UJ U z UJ Ln w Cl, VP) M o M UJ a� U o V1 — 0 w � ov w m A This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., 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 any other project. It is to be returned upon request. 02018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date sheet title: BUILDING 3 DUPLEX TYPE 1 ELEVATIONS project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: AlmllIlIll 1 ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION FINISH SCHEDULE ROOM FLOOR WALL CEILING BASE BOARD GARAGE SEALANT OVER CONCRETE SLAB. PAINT OVER CONCRETE WALLS. 5/8" TYPE X GYPSUM BOARD N/A 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 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 @ 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 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 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 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 8t PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE BASEBOARD. OF METAL JOISTS. MEGABOARD SHEATHING. BOND COAT OVER GYPBOARD MORTAIR SETTING BED GYPBOARD SHEATHING p SHEATHING-- - --REINFORCEMENT WALL PANEL \ o g METAL LATH WALL PANEL OR KITCHEN ISLAD o > GROUT JOINT OR KITCHEN ISLAD POLYURETHANE ; a CERAMIC TILE POLYURETHANE BASEBOARD BASEBOARD W/ °, :�� _: - - �•�s.=' -- WIRE SPACE - CLEAVE MEMBRANE OR MOISTURE BARRIER LAID CLEAVE MEMBRANE OR OVER MEGABOARD FLOOR MOISTURE BARRIER LAID SHEATHING METAL JOISTS - OVER MEGABOARD FLOOR SHEATHING / HANGER WIRES CLIPPED OR TIED TO STEEL JOISTS �i Ja AL CHANELS METAL JOISTS CONCRETE SLAB- - - SMOOTH FLAT PLASTER ON GYPBOARD METAL FURRING SHEATHING INSTALLED @ UNDERSIDE OF CHANELS --- METAL JOISTS SMOOTH FLAT PLASTER ON GYPBOARD / FLOOR JOINT SHEETH C 9'-0" A.F.F ATTACHED TO METAL FURRING CHANELS - ! 1 1 /2" = V-0" POWDER Et GUEST BATH CEILING/FLOORING 1 1 /2" = 1'-0" COLUMN, SEE M M (V ELEVATOR 00 in a � \ L N ■ wrl ht 1 i M. insM i } R. t i . ��M � C E � ■/�/A/ d h i i i t V �1I AI �I i -r r POOL M1 t.c.11H.% !e y {- i d� s, s. l� fnx t } 154 Krog Street, #125 3 Atlanta GA 30307 et ffl .... x 404-218-8460 ..-. _ ... x -. me .� INSTALL 5/8" TYPE X GYPSUM BOARD ON GARAGE CEILING BELOW LIVING SPACE. -- 22' - 6 1 /4' GARAGE GARAGE DOOR slx (6) -BOND COAT OVER 9 8"x16" FLOOD VENTS TS MORTAIR SETTING BED FLOOR PLAN NOTES INTEGRATED, SEE ELEVATIONS / TYPYCAL CEILING LOCATED HIGHER THAN 12" ABOVE HIGHER LEVEL 3 1 /2" THERMASTEEL WALL PANEL �® 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 INSTALL 5/8" TYPE X GYPSUM BOARD ON GARAGE CEILING BELOW LIVING SPACE. GARAGE 21' - 71 /4' CONCRETE COLUMN, SEE STRUCTURAL D /GARAGE DOOR W/ SIX (6) 8"x16" FLOOD VENTS INTEGRATED, SEE ELEVATIONS GARAGE FLOOR PLAN 1 /4" = V-0" THRESHOLD BUILDING STATEMENT: 1 a ELI 0 TOR iff Reviewed for Code Compliance Universal Engineering Sciences W 01 WINDOW TAG THAT, TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE PLANS AND UECIFICATIONS 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. �0 OF'FLOR ci�'�FJGH q�y ti `rd 10 4p ,STEREO ARG� Ln LLJ Z W En 0 >v V ! AA �� Q M a W z o a� UO N ® O u_ N Q J 2 Q J O �w _m ow o z Z w min H 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 spec ficaRy 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 3 DUPLEX TYPE 1 FLOOR PLANS project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: Al=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 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 E: 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 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 @ THE UNDERSIDE BASEBOARD. MEGABOARD SHEATHING. OF METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE MASTER BEDROOM METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY @ THE UNDERSIDE BASEBOARD. MEGABOARD SHEATHING. OF METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE MASTER BATH METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY @ 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 E PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C 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 Z O - SHEATHING00 g 00 WALL PANEL o z OR KITCHEN ISLAD o > POLYURETHANE BASEBOARD a METAL JOISTS HANGER WIRES CLIPPED OR TIED TO STEEL JOISTS METAL FURRING CHANELS BOND COAT OVER MORTAIR SETTING BED REINFORCEMENT METAL LATH GROUT JOINT e7n1C�� CLEAVE MEMBRANE OR MOISTURE BARRIER LAID OVER MEGABOARD FLOOR SHEATHING AL CHANELS FLOOR PLAN NOTES 1- WHERE DIMENSION IS NOT PROVIDED ASSUME DOORS ARE CENTERED ON CLEAR SPACE. BOND COAT OVER GYPBOARD Z O MORTAIR SETTING BED ALL DIMENSIONS TO FACE OF STUD U.N.O SHEATHING 17 REINFORCEMENT WALL PANEL g METAL LATH 3- ALL WINDOW Et DOOR GLAZING TO BE TEMPERED. OR KITCHEN ISLAD o Z o j --GROUT JOINT 4- INSTALL 5/8" TYPE X GYPSUM BOARD ON GARAGE POLYURETHANE CERAMIC TILE CEILING BELOW LIVING SPACE. BASEBOARD W/ Q "" 5-SEE TYPICAL ENLARGED PLANS FOR PLUMBING WIRE SPACE — " "'" —,�_--.T — '"""" ' FIXTURES Et BATHROOM APPLIANCES INFORMATION. CLEAVE MEMBRANE OR MOISTURE BARRIER LAID — FLOOD VENT NOTES OVER MEGABOARD FLOOR -TOTAL ECLOSED AREA MEASURED FROM SHEATHING -- _ EXTERIOR FACE OF ENCLOSURED WALL IS 1,257 SF s -EACH ENCLOSED AREA SHALL HAVE AT LEAST TWO (2) FLOOD VENTS. METAL JOISTS CONCRETE SLAB -- SMOOTH FLAT PLASTER ON GYPBOARD/ SMOOTH FLAT PLASTER ON GYPBOARD SHEETH @ 9'-0" A.F.F ATTACHED TO SHEATHING INSTALLED C UNDERSIDE OF METAL FURRING CHANELS METAL JOISTS - -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 POWDER Et GUEST BATH CEILING / FL00 FLOOR JOINT / TYPYCAL CE I LI NQODE P VENT MUST MAINTAIN FLORIDA BUILDING ODE PRODUCT APPROVAL AND BE INGENEERD TO 1 1 /2" = 1'-0" 1 1 /2" = V-0" COVER A MINIMUM OF 200 SQ FT PER 8"X16" VENT. FLOOR PLAN LEGED 3 1 /2" THERMASTEEL WALL PANEL c® 3 1 /2" THERMASTEEL WALL PANEL s� FIRE RATED DUCT ENCLOcURE 5 1 /2" THERMASTEEL WAI-L PANEL 5 1 /2" METAL STUD FRAMING WALL DUPLEXMAIN FLOOR PLAN Al 1/4"=1'0" -4 00 EMOOMM Reviewed for Code Compliance Universal Engineering Sciences CARBON MONOXIDE DETECTOR THRESHOLD BUILDING STATEMENT: SMOKE DETECTOR W-01 WINDOW TAG THAT, TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH D DOOR TAG THE APPLICABL[= 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 �9yiGH 9 e Fd� 10 r 54 .z cis q ��/ �� '� • RFD ARCN��v LA W U Z W 1, Lr, > v �0 a W iL Z w o o _J Q J v oa _ w m oZ w o to z Z w a W 0 stamp: d 1p4'\'r This drawing is the property of WRIGHT GARNNER ARCHITECT LLC., R is not to bereproduced or copied in Whole or in part. Itsonly 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 GARRNER ARCHITECT, LLC. revisions No. Description Date sheet title: BUILDING 3 DUPLEX TYPE 1 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 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 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 I* 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 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 @ 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 Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE BASEBOARD. MEGABOARD SHEATHING. OF METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE MASTER BEDROOM METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY @ THE UNDERSIDE BASEBOARD. MEGABOARD SHEATHING. OF METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE MASTER BATH METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY @ THE UNDERSIDE BASEBOARD. DENSSHIELD TILE BACKER. OF METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE CLOSET TYP METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE BASEBOARD. MEGABOARD SHEATHING. OF METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE LAUNDRY METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY @ THE UNDERSIDE BASEBOARD. MEGABOARD SHEATHING. OF METAL JOISTS. PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE FAMILY ROOM CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT SHEATHING FASTENED DIRECTLY @ THE UNDERSIDE BASEBOARD. METAL LATH, CLEAVE MEMBRANE 8 PLASTER ON GYPBOARD SHEATHING MEGABOARD SHEATHING. GYPBOARD SHEATHING- BOND COAT OVER MORTAIR SETTING BED 00 l= REINFORCEMENT WALL PANEL o z METAL LATH OR KITCHEN ISLAD o > -GROUT JOINT POLYURETHANE a CERAMIC TILE BASEBOARD - CLEAVE MEMBRANE OR METAL JOISTS MOISTURE BARRIER LAID OVER MEGABOARD FLOOR 4SHEATHING HANGER WIRES CLIPPED OR TIED METAL CHANELS TO STEEL JOISTS METAL FURRING CHANELS �N SMOOTH FLAT PLASTER ON GYPBOARD SHEETH @ 9'-0" A.F.F ATTACHED TO METAL FURRING CHANELS - PnwDFR � GHFST BATH CEILING/FLOORING 1 1 /2" = V-0" 8' - 2 1 /4' \ N w � W-9 - I I I MASTERTi I BATH Ln N I ' IT w J 00 WALK IN CLOSET W 7 w N - �� I' ELEVATOR N /,N CD w 00 27' - 0" -- _18' - 9 3/4"- W 14 42" GUARD RAIL 00 MASTER O0 BEDROOM N A o ICLOSET o LAUNDRY LAJ � �® I 27' - 0" 18' - 6 1 /4"_ i -42" GUARD RAIL EGRESS EGRESS PANEL PANEL O0 MASTER o ' o N BEDROOM w W = \P A o� o� N 4 1-5 1-15 CLOSET s® Cq o^ I I o s® I , w C r); BEDROOM 1 BEDROOM 2 JACK Et JILL ` o r` I i I o EGRESS N /EGRESS ' PANEL' , PANEL CC)- 0 N 4' -4 /16" 6' 1 5/1 — `-- 1 w --— A1-41 ,- --T,— — Ln DN � -- C, i _J 7- 0 1 /2" 3' P 7/ o� s® CD 0 I BEDROOM 1a,' I JACK Et JILL EGRESS �� n PANEL-\ N OF METAL JOISTS. 42" GUARD RAIL 2-11 i FLOOR PLAN NOTES 10' - 7 1 /8" Al-40 6' 0" 10' 4 7/8" 1- WHERE DIMENSION IS NOT PROVIDED ASSUME DOORS ARE CENTERED ON CLEAR SPACE. BOND COAT OVER GYPBOARD MORTAIR SETTING BED 2- ALL DIMENSIONS TO FACE OF STUD U.N.O SHEATHING g -REINFORCEMENT 3- ALL WINDOW Et DOOR GLAZING TO BE TEMPERED. WALL PANEL o METAL LATH OR KITCHEN ISLAD r w GROUT JOINT 4- INSTALL 5/8" TYPE X GYPSUM BOARD ON GARAGE CD > CEILING BELOW LIVING SPACE. POLYURETHANE Q -CERAMIC TILE BASEBOARD W/ 5-SEE TYPICAL ENLARGED PLANS FOR PLUMBING WIRE SPACE FIXTURES Et BATHROOM APPLIANCES INFORMATION. CLEAVE MEMBRANE OR FLOOD VENT NOTES MOISTURE BARRIER LAID OVER MEGABOARD FLOOR -TOTAL ECLOSED AREA MEASURED FROM SHEATHING- EXTERIOR FACE OF ENCLOSURED WALL IS 1,257 SF -EACH ENCLOSED AREA SHALL HAVE AT LEAST TWO (2) FLOOD VENTS. FLOOR PLAN LEGED METAL JOISTS -OPENINGS SHALL BE LOCATED ON AT LEAST 2 DIFERENT WALLS. 3 1 /2" THERMASTEEL WALL PANEL CARBON MONOXIDE DETECTOR CONCRETE SLAB - - - - THE BOTTOM OF EACH OPENING SHALL NOT BE 3 1 /2" THERMASTEEL WALL PANEL SMOOTH FLAT PLASTER ON GYPBOARD LOCATED HIGHER THAN 12" ABOVE HIGHER LEVEL s® SMOKE DETECTOR FIRE RATED DUCT ENCLOSURE SHEATHING INSTALLED @ UNDERSIDE OF OF THE ENCLOSED AREA METAL JOISTS — -FLOOD VENT MUST MAINTAIN FLORIDA BUILDING 5 1 /2" THERMASTEEL WALL PANEL FLOOR JOINT / TYPYCAL CEILING CODE PRODUCT APPROVAL AND BE INGENEERD TO 5 1 /2" METAL STUD FRAMING WALL - COVER A MINIMUM OF 200 SQ FT PER 8"X16" VENT. - - - 42" GUARD RAIL W 11 10'-13/8" 6'-0" 1\ i 8'-53/4' � N w I MASTER BATH ti I -� N Ln W Irn WALK IN CLOSET (W- o - ELEVATOR _ �11' - 3 5/8" 5' - 7"_ IT, LL N o a D W_ 7 �� LAUNDRY a s® V CLOSET C ,D I 1 00 4' 9 5/8 —6'- 1"_ 00 , w I � ' BEDROOM 2 v, cn EGRESS W PANEL -4 10'-105/8" SECOND FLOOR PLAN 1 /4" = V-0" THRESHOLD BUILDING STATEMENT: 00 N v N 0 N i 0 w 00 ht wri Rar e rc i ec 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 /P�EOFc�' )y`'~H �gtGr 4��i = z' 2;_ 1050 ,�'. 7 �� G 'RFO ARCN�� Ln Z WLn 0 � V / M Q M a W zo_ Wo ir Z w O O (A Q J _ oa J = LEI _m o w oZ Z w W 0 � stamp.of r FLO 00 t 005 rr ,nC di This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC_ 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 1s not to be used on any other project It Is to be returned upon n,,de,L T2018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date sheet title: BUILDING 3 R"°° "jIl Ratnewdid for Cade UniversalE glneenng DUPLEX TYPE 1 CC.IPnC.PS 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. FLOOR PLANS project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: Al=22 ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION FINISH SCHEDULE ROOM FLOOR WALL CEILING BASE BOARD GARAGE SEALANT OVER CONCRETE SLAB. PAINT OVER CONCRETE WALLS. 5/8" TYPE X GYPSUM BOARD N/A KITCHEN CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY 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 8t 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. 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 @ THE UNDERSIDE OF BASEBOARD. MEGABOARD SHEATHING. METAL JOISTS. POWDER ROOM Ft 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 Ft 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 8 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 @ 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 & 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 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 @ THE UNDERSIDE BASEBOARD. MEGABOARD SHEATHING. OF METAL JOISTS. BOND COAT OVER GYPBOARD � MORTAIR SETTING BED SHEATHING 00 REINFORCEMENT WALL PANEL g `- H METAL LATH --BOND COAT OVER OR KITCHEN ISLAD w -GROUT JOINT GYPBOARD MORTAIR SETTING BED b > SHEATHING POLYURETHANE CERAMIC TILE � g REINFORCEMENT BASEBOARD -- Q WALL PANEL o z METAL LATH OR KITCHEN ISLAD o > GROUT JOINT POLYURETHANE a CERAMIC TILE BASEBOARD W/ CLEAVE MEMBRANE OROt WIRE SPACE -= 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 C 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 DOORS ARE CENTERED ON CLEAR SPACE. 2- ALL DIMENSIONS TO FACE OF STUD U.N.O 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 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 BUILDING 5 1 /2" THERMASTEEL WAL-L PANEL CODE PRODUCT APPROVAL AND BE 114GENEERD TO 5 1 /2" METAL STUD FRAMING WALL .POWDER_ Et GUEST BATH CEILING Gu`�, FLOOR JOINT / TYPYCAL-CEILING COVER A MINIMUM OF 200 SQ FT PER 8"X16" VENT. __ 1 1 /2" = 1 -0" '� 1 1 /2" = V-0" ROOF TOP FLOOR PLAN Al 23 1 /4" = V-0" Reviewed for Cede Compliance uv Universal Engineenng sm IeS CARBON MONOXIDE DETECTOR THRESHOLD BUILDING STATEMENT: SMOKE DETECTOR W-01 WINDOW TAG THAT, TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH D DOOR TAG THE APPLICABLK 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 e 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 �P-(E OF FAO Ft1GH7- ARCN��G WLn ® w rn > '-r M a W z o Z u o N — 0 w Q J oa LA w _m V m o w o v) z Z w stamp: rr> y i. t t"fS �t a n E IQ074t1 , �5 ,L� If This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., d 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. 4cZD18 WRIGHT GARDNER ARCHITECT, I LC. revisions No. Description Date sheet title: BUILDING 3 DUPLEX TYPE 1 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 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 8 PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY @ THE UNDERSIDE OF BASEBOARD. MEGABOARD SHEATHING. METAL JOISTS. POWDER ROOM 8 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 & 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 @ THE UNDERSIDE OF BASEBOARD. MEGABOARD SHEATHING OR METAL JOISTS. CONCRETE SLAB. SEE 1, Al -60 ARCHITECTURAL FIBER CEMENT ARCHITECTURAL FIBER CEMENT NISHISOFFIT OVER 5 BALCONY/ CERAMIC TILE OVER MORTAIR BED, WALL SIDING NICHIHA OVER 5 1 /2" 1 /2" MEGABOARD BASE Et METAL JOISTS. CEILING ENTRY STOOP METAL LATH Et CONCRETE SLAB. EXTERIOR THERMASTEEL WALL CONDITION HEREON DESCRIBED DOES NOT APPLY TO N/A PANEL BALCONY ACROSS THE BACK CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE BEDROOM TYP METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY C THE UNDERSIDE BASEBOARD. MEGABOARD SHEATHING. OF METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE MASTER BEDROOM METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY @ THE UNDERSIDE BASEBOARD. MEGABOARD SHEATHING. OF METAL JOISTS. CERAMIC TILE OVER MORTAIR BED, PAINT OVEROVER SMOOTH FLAT PAINT OVER SMOOTH FLAT PLASTER ON GYPBOARD PAINT OVER POLYURETHANE MASTER BATH METAL LATH, CLEAVE MEMBRANE 8t 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 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 LAUNDRY METAL LATH, CLEAVE MEMBRANE Et PLASTER ON GYPBOARD SHEATHING SHEATHING FASTENED DIRECTLY Q 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. GYPBOARD SHEATHING z 0 g WALL PANEL o z OR KITCHEN ISLAD o LU POLYURETHANE % BASEBOARD METAL JOI HANGER WIRES CLIPPED OR TIED TO STEEL JOISTS METAL FURRING CHANELS BOND COAT OVER MORTAIR SETTING BED REINFORCEMENT METAL LATH GROUT JOINT RAMIC TILE CLEAVE MEMBRANE OR MOISTURE BARRIER LAID OVER MEGABOARD FLOOR SHEATHING METAL CHANELS FLOOR PLAN NOTES 1- WHERE DIMENSION IS NOT PROVIDED ASSUME DOORS ARE CENTERED ON CLEAR SPACE. BOND COAT OVER GYPBOARD z0 MORTAIR SETTING BED 2- ALL DIMENSIONS TO FACE OF STUD U.N.O SHEATHING--- 0 REINFORCEMENT 3- ALL WINDOW Et DOOR GLAZING TO BE TEMPERED. WALL PANEL g METAL LATH OR KITCHEN ISLAD - w 4- INSTALL 5/8" TYPE X GYPSUM BOARD ON GARAGE o � GROUT JOINT CEILING BELOW LIVING SPACE. POLYURETHANE a CERAMIC TILE BASEBOARD W/ 5-SEE TYPICAL ENLARGED PLANS FOR PLUMBING WIRE SPACE FIXTURES & BATHROOM APPLIANCES INFORMATION. CLEAVE MEMBRANE OR ;< FLOOD VENT NOTES FLOOD MOISTURE BARRIER LAID OVER MEGABOARD FLOOR -TOTAL ECLOSED AREA MEASURED FROM SHEATHING --- "" EXTERIOR FACE OF ENCLOSURED WALL IS 1,257 SF -EACH ENCLOSED AREA SHALL HAVE AT LEAST TWO (2) FLOOD VENTS. METAL JOISTS - -OPENINGS SHALL BE LOCATED ON AT LEAST 2 DIFERENT WALLS. 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 - CONCRETE SLAB - - THE BOTTOM OF EACH OPENING SHALL NOT BE 3 1 /2" THERMASTEEL WALL PANEL s® SMOOTH FLAT PLASTER ON GYPBOARD SMOOTH FLAT PLASTER ON GYPBOARD LOCATED HIGHER THAN 12" ABOVE HIGHER LEVEL FIRE RATED DUCT ENCLOSURE= SHEETH @ 9'-0" A.F.F ATTACHED TO SHEATHING INSTALLED @ UNDERSIDE OF OF THE ENCLOSED AREA METAL FURRING CHANELS -- - METAL JOISTS - -FLOOD VENT MUST MAINTAIN FLORIDA BUILDING 5 1 /2" THERMASTEEL WALL PANEL \ POWDER Et GUEST BATH CEILING/FLOORING FLOOR JOINT / TYPYCAL CEILI E PRODUCT ERAMINIMUM OFAPPROVAL ANTBEINCENEEVDENTO. `51/2"METAL STUD FRAMING WALL -- TPO MEMBRANE OVER DRAGONBOARD ROOF SHEATHING Et 12" DEEP SUPER STUD COLD FORMED STEEL JOIST NOTE: PER FLORIDA BUILDING CODE 705.11 EXCEPTION 3; NO PARAPET IS PROPOSED ROOF FLOOR PLAN Al 22� 1 /4" = V-0" SEE REVISED DATA ON THESE PAGE. Reviewed for Code Compliance Universal Enginsenna Sciences CARBON MONOXIDE DETECTOR THRESHOLD BUILDING STATEMENT: SMOKE DETECTOR W 01 WINDOW TAG THAT, TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH 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 5 q4R1, lC • 91A_'9 r T L To • �6 1 054 ','0" F"i4 ARCN\�� W V Z W Ln 0 Vf M o M W o z0 Z aE LLJ u of Lin0u- � V1 Q J =o a J = �w m _m ow Z o En z w stamp: y ''7 y 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 15 to be returned upon request. .18 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date sheet title: BUILDING 3 DUPLEX TYPE 1 FLOOR PLANS project number: 19-049 drawing date: 04.05.2021 scale a noted sheet number: Al =24 ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION BE M 00' En Y' 5'-51/4' - 9pi 4' 3" @ 60" A.F.F---,, 7-55/8" G 11'-0" A. F TE @ UNDERSIDE OF LANDING EQ EQ 'o T a I � I CENTER LINE o _ _ _ _ w ATOR OF DOOR— — — — — — ® o M M CENTER LINE Cy 7 0--- W N OF DOOR Q CEILINGC� z O EQ 6 0 1/2" EQ 3' 1 , 9-0 A.F.F . lie 8 1/2" CENTER LINE d� � CEILING@ OF DOOR LuJ r 11'-0" A.F.F M ds I CEILING@ 9'-0" A.F.F a� o IiF 3' - 1" d 1' CY w CEILING@ 11'-0" A.F.F Ln 8'-31/2" 0 � in CEILINGC� `0 11'-0" A. F. F I I '2� GROUND FLOOR PLAN A1-25 1 /4" = V-0" /� �� GARAGE FLOOR PLAN Al -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 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 lz::� FLOOD LIGHT -0 SCONCE LIGHT OO RECESSED LIGHT FIXTURE (DIMMABLE) )C( CEILING MOUNTED FIXTURE FLUORECENT LIGHTS © ® EXTRACTOR CEILING MOUNTED POWER WITH LIGHT Et OUTLET INCLUDED FOR GARAGE GATE EP I ELECTRICAL PANEL EM ELECTRICAL METER LED-T LED TRANSFORMER OUTLET JB-MB JUNCTION BOX FOR MOTORIZED BLINDS Ev ELECTRIC VEHICLE CHARGER WALL LIGHTS wrl ht qar hi ecl 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 l;c.1 4 r`cq r m, 73', 10 540 %. 9 rFRFD ARCH' W Ln o >v a L1J Z � Z a� u_J 0 O Lite =_ J =o u Q J = a to Ly I m �w oz Z "' I stamp:r— of to "paat � f t ff b This drawing is the property of WRIGHT GARDNER ARCHITECT, LEE., fi is not to be reproduced or coped 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, LEG. 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: Reviewed for Code Al 2 5 Compliance Universal Engineering Sciences ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION ROOFTOP FLOOR PLAN 1 /4" = V-0'r SECOND FLOOR PLAN Al -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 wri ht Rarhi ec[ 154 Krog Street, #125 Atlanta, CA 30307 404-218-8460 P� OF p �FL1Gt C— . ' _ *, z ; � ?�rd6 r sa a;. �'4FD ARCN\\f CEILING PLAN AND THE ENGINEER'S LIGHTING PLAN, IMMEDIATELY NOTIFY THE ARCHITECT N IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH WORK. W U 10. ALL SPECIFIC INFORMATION CONCERNING INSTALLATION OF VARIOUS ABOVE -CEILING Z ELEMENTS ARE TO BE FOUND IN THE HVAC, PLUMBING, FIRE PROTECTION, ELECTRICAL AND W LIGHTING DRAWINGS. In > v V / rn CI M 11. NOTIFY ARCHITECT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, W z: o DUCTS, STRUCTURES, HVAC AND/OR (E) CONDUIT, PRIOR TO FRAMING FOR LIGHTS. ANY < Z o DISCREPANCIES BETWEEN ARCHITECT'S CEILING GRID LOCATION AND ACTUAL FIELD a c u_ CONDITIONS ARE TO BE CLARIFIED WITH THE ARCHITECT PRIOR TO FRAMING. ,l v 12. SUBMIT GRILLE, SPRINKLER, THERMOSTAT, AND OTHER FIXTURES AND ELEMENT LAYOUTS TO J lrl m THE ARCHITECT FOR REVIEW AT LEAST 2 WEEKS PRIOR TO INSTALLATION. �' C' w cl to - z 13. FURNISH AND INSTALL UNDERWRITERS LABORATORIES INC. (UL) LABELED DEVICES Z THROUGHOUT. 'Q 14. INSTALL LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, U BAFFLE, AND THE LIKE, TO AVOID FIXTURE SOILING OR DAMAGE: FIXTURES SHALL BE 0 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 & JUNCTION BOX. 17. WHERE NO DIMENSION IS SHOWN ASSUME LIGHT FIXTURE IS CENTERED IN THE ROOM OR CLEAR SPACE. This drawing is the property of WRIGHT GARDNER ARCHITECT, I.I.C., 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 on any other project. It is to he returned upon request. ",8 on GARDNER ARCHITECT, I.I.C. 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: Reviewed for Code Al 2 6 Compliance Universal Engineering Sciences El NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION 27' - 0" 27-9' r R FLOOD ELEVATION 6.24 N.A.V.D UNIT 5 UNIT 6 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: \A1-3DUPLEX FRONT (EAST) ELEVATION TYP 1 /4" = 1 -0" EXTERIOR FINISH SCHEDULE KEY NOTE MATERIAL MANUFACTURER COLOR UNDERLAYMENT 0) COMPOSITE METAL PANEL ALUCOBOND WHITE MOISTURE BARRIER OVER EXTERIOR DENS GLASS WALL PANEL O FIBER CEMENT ARCHITECTURAL WALL PANEL NICHIHA MIRAIA MOISTURE BARRIER OVER EXTERIOR DENS GLAS WALL PANEL O3 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 O5 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 BE FLOOD -DAMAGE -RESISTANT. -INSTALLATION OF EXTERIOR GEORGIA PACIFIC DENSGLASS PANEL OVER THERMASTEEL EXTERIOR WALL PANEL WILL BE DETERMINED BY FIRE DISTANCE OF ADJACENT BUILDINGS SHOWN IN CODE ANALYSIS PROVIDED ON AO-01 OF ARCHITECTURAL SET OF DRAWINGS. - SEE STRUCTURAL SB1-17 TO IDENTIFY WIND ZONE AREAS AND RELATED WIND LOAD ANALYSIS. F:,,t„c„m+d 5eW Cnda t}rftv�rx;il �natn��+K9 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, #i125 Atlanta, GA 30307 404-218-8460 y�P-(E OF FAO �FtIGFi Q 9 ;9 M' 0, amA-100540 2-1 sT�R�D ARGN��G✓ V) LLJ U Z LLJ 0 N M LLJ to Z_ N Q Q J J � m Z Q LLJ U O stamp: F. W O, >� � M � Q W U 0 o uL S = 0Q o W �m O Z W O N Z W of F L O"Qi 1C,1-1TY (,,,, The drawing is the properly of WRIGHT GARDNER ARCHITECT, LLC., In is not to to reproduced or copied no Whole or in part. It is only to be used for the pro)e et and site spedfiaally identified herein and is not to be used on any other project. It is to be returned upon request. owia WRIGHT GARUNER ARCHITECT, LLC. revisions No. Description Date 2 Revision 2 Date 2 sheet title: BUILDING 3 DUPLEX TYPE 1 ELEVATIONS project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: Al=30 ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION UNIT 6 UNIT 5 DUPLEX BACK i 1 /4" = V-0" UNIT 1 GROUND F.F.E UNIT 2 GROUND F.F.E DESIGN FLOOD ELEVATION_ BASE FLOOD ELEVATION PER FEMA'S NFHL MAP 5.86 NAVD 5.86 NAVD DESIGN FLOOD ELEVATION = 6.24 NAVD ZONE'AE ELEVATION T-O" NAVD NOTES: EST) ELEVATION TYP EXTERIOR FINISH SCHEDULE KEY NOTE MATERIAL MANUFACTURER COLOR UNDERLAYMENT 1O COMPOSITE METAL PANEL ALUCOBOND WHITE MOISTURE BARRIER OVER EXTERIOR DENS GLASS WALL PANEL O FIBER CEMENT ARCHITECTURAL WALL PANEL NICHIHA MIRAIA MOISTURE BARRIER OVER EXTERIOR DENS GLAS WALL PANEL 3O 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 �5 FIBER CEMENT LAPSIDING 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 THERM,ASTEEL EXTERIOR WALL PANEL WILL BE DETERMINED BY FIRE DISTANCE OF ADJACINT 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, #1Z5 Atlanta, CA 30307 404-218-8460 O F F� , Q- • ,t r= m'1 �'rw ey6 100540 c+ . /a/y/zril `sTFREo ARc�� %.n 141 U w rn > rrn®a q� M in Q Z w O O LL p Q En co m o o w Z w stamp: r FL 0 l m - , ,V This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., a not Oo be reproduced or copied in whole or In part. It is only to be used for the project and site specifically identified her and is not to be used on any other ProJea_ it is to be returned upon request. %2Or 8 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date 2 Revision 2 Date 2 sheet title: BUILDING DUPLEXN ELEVATIONS project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: Al ®31 ❑ NOT ISSUED FOR CONSTRUCTION 0 ISSUED FOR CONSTRUCTION a FLOOD ELEVATION 6.24 N.A.V.D UNIT 2 ROOF 48.19 N.A.V.D THIRD FLOOR 36.86 N.A.V.D 14.86 N.A.V.D GROUND FL00 5.86 N.A.V.D UNIT 1 ROOF 48.19 N.A.V.D THIRD FLOOR 36.86 N.A.V.D .OND FLOOR 26.86 N.A.V.D N FLOOR 14.86 N.A.V.D ROUND FLOOR 5.86 N.A.V.D 1 1 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-0" NAVD NOTES: W- 7 W- 7 W- 7 l^w7 M DUPLEX SIDE ( R H/SOUTH) ELEVATION �1 32 1 /4" = 1'-0" -ARCHITECTURAL SAIL FENCE red EXTERIOR FINISH SCHEDULE KEY NOTE MATERIAL MANUFACTURER COLOR UNDERLAYMENT 1� COMPOSITE METAL PANEL ALUCOBOND WHITE MOISTURE BARRIER OVER EXTERIOR DENS GLASS WALL PANEL O FIBER CEMENT ARCHITECTURAL WALL PANEL NICHIHA MIRAIA MOISTURE BARRIER OVER EXTERIOR DENS GLAS WALL PANEL MOISTURE BARRIER OVER EXTERIOR DENS GLASS WALL PANEL O FIBER CEMENT LAPSIDING WALL PANEL NICHIHA SPRUCE O EXPOSED CONCRETE CAST ON SITE T.B.D N/A O FIBER CEMENT LAPSIDING WALL PANEL NICHIHA SPRUCE MOISTURE BARRIER OVER FIBER CEMENT SHEATHING, LIGHT GAUGE STUD FRAMING Et CABLE BRACING STRUCTURE - TERMITE TREATMENT: PROVIDE TREATMENT CERTIFICATES AS EACH REQUIRED PROTECTIVE TREATMENT IS COMPLETED. TREATMENT CERTIFICATE SHALL PROVIDE THE PRODUCT USED, INDENTITY OF APPLICATOR, TIME AND DATE OF TREATMENT, STE LOCATION, AREA TREATEMENT, CHEMICAL USED, PERCENT CONCENTRATION AND NUMBER OF GALLONS USED, TO EXTABLISH A VERYFIABLE RECORD OF PROTECTIVE TREATMENT. IF SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. -THRESHOLD BUILDING STATEMENT: THAT, TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH THIS SECTION AND CHAPTER 633, FLORIDA STATUTES. -FLOOD HAZARD ELEVATION: PER FLORIDA BUILDING CODE ALL INTERIOR FINISHES, l-RIM AND DECORATIVE MATERIALS PROPOSED BELOW BASE FLOOD ELEVATION SHALL BE FLOOD -DAMAGE -RESISTANT. -INSTALLATION OF EXTERIOR GEORGIA PACIFIC DENSGLASS PANEL OVER THERMASTE I:L EXTERIOR WALL PANEL WILL BE DETERMINED BY FIRE DISTANCE OF ADJACENT BUILDINGS SHOWN IN CODE ANALYSIS PROVIDED ON AO-01 OF ARCHITECTI IRAL SET OF DRAWINGS. SEE STRUCTURAL S61-17 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. w C�LIJ >aT Ln _ Ln o an LLB z a 0 Ce w v O Ln O U_ a ®�1 oz L" co co CD w z� o Ln 11 stamp: r - FjL0 it K7�7�e GAT GA s l�uwa0 �L �h X.[Ilit 17,0 wea. S�'zr'2ED P, r- <ti This drawing is the property of WRIGHT GARDNER ARCHITECT, LLc.. & 11 not to be reproduced or copied in whole or in part. It is only td 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. m2018 WRIGHT GARDNER ARCHITECT, LLC. revisions N0. Description Date 2 Revision 2 Date 2 sheet title: BUILDING 3 DUPLEX TYPE 1 ELEVATIONS project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: A1® ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION T-2- - 0' PANTRY 0 I I DW ' W o Ln L —— 00 Ln N DIKI W 7 v, o o LrlLn rn o Ln O� L4 Li IQ V < ' = A N s o Ell 0\ 5'-21/4 2'-63/4' 3'- 11' 0" 5 KITCHEN TYP Al -40 1 /2" = V-0" WALL PANEL --- SHOWER TILE MORTAR BED OVER METAL LA PVC SHOWER LINER----- DENSSHIELD TILE BACKER METAL JOISTS 4 4 FAMILY ROOM BATH TYP Al-40 1 /2" = 1' 0" PVC LINER ARROUND SHOWER AREA SHOWER TILE PVC SHOWER LINER OVER BASE MORTAIR BED TO WRAP CURB VI\I-IUVI\ LJ` /` tl\V JVVI LVVI\JI 11_iI III 6�SHOWER PAN SECTION SECTION -4W 1 1 /2" = V-0" Vii 71 SIN K VAN-4 MASTER BATH SINK SP-3 OWN 4 � HOLWER MOUNT[ �5' - 1 9/16" w WALL MOUNTED SHOWER j l - r D` IgoITT W f, Ln f SP 1 5' 7 1 /2" r v V L~00 1' 10" 3' 9 1 /2" TI Lo w - JACK Et JILL Ln IT O p TT IT, Jt� rl 110" 3' - 9 1 /2" 2' - 6 3/ 16" 3 MASTER BATH TYP Al -40 1 /2" = V-0" o e i^t-r , 2 SECOND FLOOR BATHR A1-40 1 /2" = V-0" LAUNDRY ROOM SECOND FLOOR A1-40 1 /2" = V-0" r 4 y /r 6 UTILITY ROOM ROOF TOP A1-40 1 /2" = V-0" n V Ln rn N C O 00 TYP I POWDER ROOM/ GUEST BATH A1-40 1 /2" = V-0" BATHROOM APPLIANCES SCHEDULE APPLIANCE KEY NOTE DIMENSION GENERAL DESCRIPTION SHOWER PAN SP-1 T-0" X T-0" SP-2 T-6" X 5-0" SP-3 T-0" X T-0" VANITY VAN-1 T-0" X V-10" (1) ONE SINK VAN-2 T-6" X V-10" (1) ONE SINK VAN-3 6-0" X V-10" (1) ONE SINK VAN-4 6-0" X V-10" (2) TWO SINKS VAN-5 4' 0" X 1' 10" (1) ONE SINK W/ SIDE CABINETRY NOTES: -ALL GLASS DOORS Et GLASSPARTITIONS TO BE TEMPERED. - ALL GLASS DOORS TO BE 30" WIDTH - SHOWER FLOORS Et WALLS IN SHOWER COMPARTMENTS SHALL BE CONSTRUCTED OF SMOOTH, CORROSION -RESISTANT AND NONABSORBENT WATERPROOF MATERIALS. WALL MATERIALS SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FT A.F.F - SHOWER LINERS SHALL TURN UP ON ALL SIDES NOT LESS THAN 2 INCHES ABOVE FINISHED THRESHOLD LEVEL AND BE PITCHED ONE- FOURTH UNIT VERTICAL IN 12 UNITS HORIZONTAL 00 N �x L71 wri ht qar ie rc i e c 11C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 �OF FCO Gj GHT rd 10 540 ,STFRED ARG�i-� '4" WLn 01 `� a W zo z a� v o N — 0 u_ Q J =o a J w co c� m o z w o [n Z z w �_1 L N 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 projectthe and site specifically is to be identified herein and i. not to be used on any other project. It E T, L returned upon request. .2018 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 fore Al 4 0 ED Compliance Universal Engineering Sciences ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION Hi Ril 16 RISERS @ 7 1 /2" PE 15 TREADS @ 11" PER 2 RISERS BELOW LANE 14 RISERS ABOVE LAN He R/ 19 RISERS @ 7 5/8" PE 18 TREADS @ 11" PER STAIR SECTION TYPE 1 -2 1 /2" = 14" NTS 6-8" EARANCE DASHED LINE REPRESENTS 6'-8" CONTINUOUS HEAD CLEARANCE ABOVE STAIR NOSING LANDING THIRD FLOOR. 25' 3 1 /2" V DASHED LINE REPRESENTS 6'-8" CONTINUOUS HEAD CLEARANCE ABOVE STAIR NOSING N— LANDI SECOND FLOOR. 15'-31/2" ED LINE REPRESENTS 6'-8" -INUOUS HEAD CLEARANCE 'E STAIR NOSING \\ FAMILY \ ROOM \ \ \ 12 \ \ \ \ \ \ \ \ \ \ \ "100,F1111h, S.S. Z SHAPE STRINGER— 1 \ f \ \ \ \ \ \ \ \ WALL\ —16 RISERS @ 7 1 /2" PER RISER 15 TREADS @ 11" PER TREAD 2 RISERS BELOW LANDING 14 RISERS ABOVE LANDING N10 HAND RAIL>r 9 s \ \ 7 \ \\ 6 \ \ 5 \ ,71 4 \ \ \ \ \ \ \ ALL\\ `\ \ \ \ -L SHAPE \ TREAD/ RISER Ll Ul 13 --- Ll 11 10 FOYER 5/8" TYPE X GYPSUM 9 GUEST BOARD C UNDERSIDE HAND BATH OF STAIRS ATTACHED $ RAIL TO STAIR SUPORTS— - CABINET 00 POWDER ISPACE TYPE X GYPSUM ` BOARD @ WALL \ SURFACES UNDER STAIRCASE AREA -- MAIN FLOOR � 3' 3 1 /2" 5' 0" 1' 6" e LANDING 1 LANDING 6' 6" 4 Al-41 STAIR SECTION TYPE 1 1 /2" = V-0" ROO 36' 7 1/2 " ROOF TOP EMPERED LASS PANEL THIRD FLOOR 25' - 3 1 /2" DASHED LINE REPRESENTS TRIADS 0 RISFRS ON SECOND FI OOR RFI OW 16 RISERS @ 7 5 15 TREADS 11 THIRD FLOOR OPENING TYP Al -41 1 /2" = V-0" DASHED LINE REPRESENTS TREADS Et MASTER RISERS ON GROUND FLOOR BELOW BEDROOM SECOND FLOOR 15'- 3 11/2' 19 RISERS C 7 5/8" PER RISER 18 TREADS C 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 t MAIN FLOOR3� 3' 1 /2" I I 1 1 I I II I I j I 1 I I I 11 21 31 41 51 61 7 L-- 77 8 9 10/ . 3 7, 10 z 11 z w 12 0 0 0 0 13 14 19 RISERS @ 7 5/8" PER RISE 18 TREADS C 11" PER TREAD 15 16 17 18 19 DN FLOOR OPENING LANDING SECOND FLOOR OPENING TYP 1 /2" = 1'-0" NGERS NGERS ALL BELLOW Reviewed for Code Compliance Universal Engineering In Sciences wn ht aar, ie rci iec II C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 W I. QLn M M 0 W �'• z o Z woU a0 Q J =2 0a D o co tJJ �/ 0 w O Ln Z z w H 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. 02018 WRIGHT GARDNER ARCHITECT, ITC. revisions No. Description Date sheet title: STAI RS SCHEDULE project number: 19-0419 drawing date: 11.11.2020 scale as noted sheet number: Al=41 ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION e OPEN SIN a LANDING O'Z EXPOSED co o ANCHORES—/ z g 0- S.S. "T' SHAPE STRINGER — MAIN FLOOR. OPEN BELOW v 14' 11 3/4" LANDING 6 5— TEMPERED GLASS ----WALL_._ - "L" SHAPE D/ TREAD/RISER BEHING Cc w "Z" SHAPE STRINGER AE z 2X4 S.S. TOP RAIL o' LU U TEMPERED GLASS JOINT z J W U 0 4 LU LU q Ito z 4- - LANDING GLASS 3 MAIN FLOOR STAIR ELEVATION TYP. A1-42 1 /2" = V-0" VA'VA VAS\f / r, 1-9' �0 nI IPI FX FNTRY STAIRWAY WC"TIC)N TYP 1 /2" = V-0" RAILING @ 42" MIN 0 2 Al-42 1 /4DUPL A1-42 1 /2" = 1'-0" EX STAIR CORRECT DETAIL HAS BEEN PROVIDED Reviewed for Code Compliance Universal Engineering 91 Sciences wrl* ht �arec 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 �''pF FLOW C a m' • : C�STFRED P�G� LLI C.ry z WI G 0 L' a WI .z in Ce w o O •� O u_ F= U Q, i) w JI _ m (D � -Z _W (Z) Ln -z w This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., 6: 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 re viest. 02018 WRIGHT GARDNER ARCHITECT, iLC. revisions No. Description Date 2 Rd lion 2 11DAilrzE IFC 12/15/20 sheet title: STAIR SCHEDULE project number: 19-049 drawing date: 11.11.2020 scale as noted sheet number: Al=42 ❑ NOT ISSUED FOR, CONSTRUCTION ISSUED FOR CONSTRUCTION ARCHITECTURAL SAIL FENCE -- I i EM so I I II MASTER BATH 1 I 1 1 I I � I IGREAT ROOM I I 1 I 1 , /--TPO MEMBRANE OVER DRAGONBOARD ROOF SHEATHING Et 12" DEEP SUPER STUD COLD FORMED STEEL JOIST Et TWO LAYERS OF TYPE X j GYPBOARD. SLOPE TO GUTTER C 1 /8":12", SEE ROOF PLAN 2 UNIT 1 UNIT 2 ,1 e Al-60 ROOF ROOF i i 48.19 N.A.V.D 48.19 N.A.V.D I I i i PANTRY I FAMILY ROOM BATH I 1 I 1 1 BEDROOM 2 I I i BEDROOM 3 / DEN l I 0 ;. f MO' MOMENT CONCRETE MBEAM: SUPPORTED BY CONCRETE-,' 3' 11 7/8 'COLUMNS SEE STRUCTURAL' :. 'GARAGE-•• o oo, SLAB I I THIRD FLOOR THIRD FLOOR 36.86 N.A.V.D 36.86 N.A.V.D SECOND FLC 26.86 N.A.V.D I e 1 I — — - MAIN FLC 14 86 N A.V.D MOMENT FRAME CONCRETE BEAM SUPPORTED BY CONCRETE""'i Y COLUMNS, SEE STRUCTURAL ROUND FL( 86 N.A.V.[ BUILDING SECTION 2 (DUPLEX TYPE 1) Al _50) 1 /4" = V-0" ROUND FLOOR — r E9IR'"Ritwod it,: l#Itle+�l'9A1 �n9lneenng C> '/I to 1. FLOOD ELEVATION 6.24 N.A.V.D 154 Krog Street, #125 Atlanta, GA 30307 404-218.8460 r�CA,0 �C\GHT G 9 rn x �r 100540 -2 AAaz) srERED Ln > v Co. M o Q Ld z Z U 0 U 0 W J a J N an an w 7 oZ w U O stamp: O f FLO fA:ell-----.. I G, AT G,4 �. 10t1740 ao- a $a F y Za C I fit is RED This obtaining is the property of MIGHT GRRDNER nRCNITECT, LCC., & is not to be reproduced or copied in whole or in part. It Is only to be used far he project and site specifically identified herein and is not to be used On My Iher proJe[t. It is W be returned .11, repress. t,IDte WRIGHT GWNER MCIIITECT, UC. revisions No. Description Date sheet title: BUILDING SECTIONS project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: Al ®Ai 50 ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION ARCHITECTURAL SAIL FENCE - \ I \ II ELEVATOR Ir / / / ELEVATO \ I \ i ELEVATOR II! \ I I I \ � I ELEVATOR / -TPO MEMBRANE OVER DRAGONBOARD ROOF SHEATHING If 12" DEEP SUPER STUD COLD FORMED STEEL JOIST Et TWO LAYERS OF TYPE X GYPBOARD. SLOPE TO GUTTER @ 1 /8":12", SEE ROOF PLAN ROOF 48.19 N.A.V.D THIRD FLOOR 36.86 N.A.V.D w ROOF 48.19 N.A.V.D THIRD FLOOR 36.86 N.A.V.D :;.,;MAIN FLOOR MAIN FLOOR 14.86 N.A.V.D 14.86 N.A.V.D GROUND FLOOR GROUND FLOOR \� �� ss�i\\ i/777� — — - 5.86 N.A.V.D' 6 N.A.V.D TYPICAL BUL INCH SECTION 3 Al 51 1 /4" = 1'-0" Reviewed or ode _ compliance 93 Universal Engineering Sciences z 0 �a 'W IQ O OO LL O �IH i2 LD .w S LL t 12 FLOOD ELEVATION 6.24 N.A.V.D 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 �EOF FAD 5� �ytGHT GR �O .'� ��dd 1oos49zr��,r� CAR�` LIB U Ln 2 V) > o M e LU z o a w E 0 Ou_ a a n _m w w oZ w n UJ stamp: is 1p ED Y This drai is the property of WRIGHIGARDNER ARCHrfECT, Ll , 5 TS not to be reproduced or copiedfn whire or in part. It is only to be used for the project and site specifically identified here n an2 is not a be used on any other prgjecL It Is to be returned upon iequese- V2018 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: Almbl ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION FLOOD ELEVATION 6.24 N.A.V.D y ROOF 46.19 N.A.V.D i THIRD FLOOR 36.86 N.A.V.D z I O Q b Ld.J oli w a O O I� z SECOND FLOOR W O 26.86 N.A.V.D IQ w U_ o O O rV �I 5A MAIN FLOOR 14.86 N.A.V.D O _ GROUND FLOOR 5.86 N.A.V.D ELEVATOR SHAFT 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 FOYER VESTIBULE �TPO MEMBRANE OVER DRAGONBOARD ROOF SHEATHING Et 12" DEEP SUPER STUD COLD FORMED STEEL JOIST Et TWO LAYERS OF TYPE X 1 GYPBOARD. SLOPE TO GUTTER Cib 1 /8":12", SEE ROOF PLAN Al-61 ----------- / ------ ---ROOF -_- 48.19 N.A.V.D� I I FAMILY ROOM VESTIBULE UNDERSIDE8" LINE OF STAIRS---Y�{I POWDER ; I I f POWDER r I FOYER BUILDING SECTION Al 52 1 /4" = V-0' THIRD FLOOR � 36.86 N.A.V.D� SECOND FLOOR --- 26.86 N.A.V.D—� ELEVATOR SHAFT _MAIN FLOOR � 14.86 N.A.V.D GROUND FLOORFLOOD ELEVATION 5.86 N.A.V.D --� 6.24 N.A.V.D Reviewed for Code, Compliance Universal Engineering Sciences 154 Krog Street, 1125 Atlanta, GA 30307 404-218-8460 rl �OFF�� tGHTGc�/9R! m= m p �pb 10054 CA /srFRED APq _: y This dowfng is the property of WRIGHT GARDNER ARCHITECT, LLC. fi is not to be reproduced or copied In whore or in part. It is only to be used for the project and site specifically identified herein aAd is not to he used on any other project. It is to be returned upon request. revisions No. Description project number: drawing date: scale sheet number: Al =52 ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION I � ROOF 48.19 N.A.V.D z 0 o W o 0 00 U_ w � m a i� w I= 0 b FLOOD ELEVATION 6.24 N.A.V.D THIRD FLOOR 36.86 N.A.V.D SECOND FLOOR 26.86 N.A.V.D MAIN FLOOR 14.86 N.A.V.D SROUND FLOOR 5.86 N.A.V.D a 0 0 0 1 1 1 1 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 "'(E OF FLU, ��t1GHT C ��O J 9 r, _ * Z :*. ~t6 10054Q ; 3 MEMBRANE O SHEATHING TPO MEMBRANE O 3 Cam. lZ�q/z/d� -A� sr��FOAYRCN� G �} Al-61 Et DEEP SUPER STUD COD FORMED STEEL EEL JO ST Et SHEEATH NG Et12" DEEP SUPER STUDDCOLD FORMED Al-61 TWO LAYERS OF TYPE X GYPBOARD. SLOPE TO GUTTER @ 1 /8":12", SEE ROOF PLAN j' STEEL JOIST Et TWO LAYERS OF TYPE X GYPBOARD. SLOPE TO GUTTER C 1 /8":12", SEE ROOF PLAN 1 I 1 BATH II FF7 BEDROOM 1 FOYER _u Wd I,00A LAUNDRY VESTIBULE GUEST BATH FAMILY ROOM VESTIBULE _ LAUNDRY�I 771 BEDROOM 1 � 1 CLOSET 1 I — — j I GUEST BATH FOYER BUILDING SECTION Al 53 1 /4" = V-0" ROOF � 48.19 N.A.V.D 1 t W Ln ITHIRD FLOOR o - - --� LU z o 36.86 N.A.V.D a o0 111 1 Ln 0 Q N co m I ow C�ILie) w 1 � ISECOND FLOOR - � - --- - 26.86 N.A.V.D 1 0 t MAIN FLOOR 14.86 N.A.V.D-�i t 5 _GROUND F -0 5.86 N.A.V.D RCViOwed for Code Compliance Universal Engineering Sole"." FLOOD ELEVATION 6.24 N.A.V.D stamp: _ r } Of Ftr-P A, " !CaII4T � , 44 'ism'• m r 100540 fS Thls drawing is the property of WRIGHT GARDNER ARCHITECT, IT It Is not to be reproduced or inplerl in whole ar In part. It is only to be used for the project enosit, sp¢,iflally Identified hereto and is not to be used on any other project It is to be returned upon request. .., 018 WRIGHT GARDNER ARCHITECT, ITC. revisions No. Description Date sheet title: BUILDING SECTI ON S project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: Al - ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION NOTE: INSTALL GEORGIA PACIFIC DENSGLASS COMPOSITE DECKING OVER EXTERIOR SHEATHING OVER 5 1 /2" THERMASTEEL SLEEPERS AND SUPER STUD EXTERIOR WALL PANEL, SEE CODE ANALYSIS AO-01 TO FLOOR SYSTEM, SLOPE C VERIFY INSTALLATION OVER REQUIRED WALLS PER 1 /4":12"- FIRE SEPARATION ANALYSIS. MOMENT FRAME, SEE STRUCTURAL --- GUTTER DRIP EDGE TPO COATED METAL - GALVANIZED GUTTER THIRD FLOOR. -36' - 10 1 /2" COMPOSIT METAL PANEL ALUCOBOND FASCIA MOUNTED OVER RED STEEL FRAME MOISTURE BARRIER OVER EXTERIOR WALL PANEL , 5 1 /2" THERMASTEEL WALL PANEL MOMENT FRAME, SEE STRUCTURAL- SECOND FLOOR. 26' - 10 1 /2" NICHIHA ARCHITECTURAL WALL PANEL OVER MOISTURE BARRIER Et 5 1 /2" THERMASTEEL COMPOSITE EXTERIOR WALL PANEL ----I- 42" HEIGH RAILING TILE OVER CONCRETE BALCONY SLAB, SEE STRUCTURAL MAIN FLOOR. 14'-101/2" COMPOSITE METAL PANEL ALUCOBOND FASCIA TPO MEMBRANE OVER DRAGONBOARD ROOF 3 SHEATHING Et 12" DEEP SUPER STUD COLD FORMED At-s2 STEEL JOIST Et TWO LAYERS OF TYPE X GYPBOARD. SLOPE TO GUTTER @ 1 /8":12", SEE ROOF PLAN - __ - — - — - -- R-30 INSULATION SUPER 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 RAGON BOARD SHEATHING 2 LAYERS OF 5/8" GYPBOARD TYPE X @ UNDERSIDE OF ROOF SYSTEM ' R-30INSULATION -- 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 ME AL JOIST, SEE STRUCTURAL FORS ACING 1 5 1 /2" THER ASTEEL WALL PANEL THERMASTEEL BOXED HEADER, SF_E STRUCTURAL SUPER STUD COLD FORMED METAL JOIST, SEE STRUCTURAL FOR SPACING DRAGON BOARD SHEATHING GUTI ER DRIP EDGE TPO CRATED METAL ROOF. GALVANIZED GUTTER 48' 2 1/ 2" COMPOSIT METAL PANEL ALUCOBOND FASCIA MOUNTED OVER MISCELLANEOUS REDISTEEL FRAME 5 1 /2" THERMASTEEL iv WALL PANEL ' MISCELLANEOUS RED STEEL OUTLOOKER ATTACHED TO COLD FORMED STEEL JOIST PER MANUFACTURER SHOP DRAWINGS wrlht arke rchi ec 11C 154 Krog Street, #125 Atlanta, CA 30307 404-218-8460 �l✓.��O.F(p y,S GHT q i0 r rn 10 40 d SrFRED ARG�\ MOMENT FRAME, SEE STRUCTURAL - THIRD FLOOR ARCHITECTURAL FIBER CEMENT 36' - 10 1 /2" WALL PANEL OVER MOISTURE BARRIER It PLYWOOD SHEATHING LU -- 5 1 /2" THERMASTEEL Z WALL PANEL LU Ln ® > M � M o zo_ COMPOSIT METAL PANEL W w o ALUCOBOND FASCIA MOUNTED OVER Z vp LL MISCELLANEOUS RED STEEL FRAME LA _ Q oLn W SECOND FLOOR co � o z CD Ln 26' - 10 1 /2" Iz -MOMENT FRAME, Z SEE STRUCTURAL Q o W N COMPOSIT METAL PANEL ALUCOBOND V ' FASCIA MOUNTED OVER 0 _ ( MISCELLANEOUS RED STEEL FRAME Q ARCHITECTURAL FIBER CEMENT WALL SIDING NICHIHA OVER MOISTURE BARRIER Et 5 1 /2" THERMASTEEL COMPOSITE EXTERIOR WALL PANEL MAIN FLOOR. ' 14'-101/2" —MOMENT FRAME CONCRETE BEAM, SEE STRUCTURALURAL ' 1 Al-62 ARCHITECTURAL FIBER CEMENT WALL SIDING NICHIHA OVER 5 1/2" EXTERIOR THERMASTEEL WALL PANEL MOM ENT FRAME CONCRETE BEAM SUPPORTED EY CONCRETE COLUMNS, GARAGRE I I SEESTRUCTURAL 5" CONCRETE SLAB OVER COMPACTED FILL GARDE BEAM, DRAIN TRENCH, SEE STRUCTURAL-- SEE CIVIL I�1 5" CONCRETE DRIVEWAY SLAB, GARAGE SLAB OVER SEE CIVIL 9' 0" COMPACTED FILL— 4 e n \ BACK ELEVATION WALL SECTION TYP. \��'1' 0 %\�� \\' \%f f, �, f F 3/4" = V-0" Al-60 3/4" = 1'-0" 2 LAYERS OF 5/8" GYPBOARD TYPE X @ UNDERSIDE OF ROOF SYSTEM R-19 INSULATION 11" CONCRETE WALL R-19 1NSUALTION' 2 LAYERS OF 5/8" GYPBOARD TYPE X C UNDERSIDE OF ROOF SYSTEM - ----- o Fa. o c :d y 4 00 , 4'-10" I .�1'-2" 10" CONCRETE SLAB - — GARAGE WALL GARAGE GATE _GARAGE FLOOR 5'- 10 1/2" TYPO Reviewed for Code 93 Compliance Universal Engineering Sciences This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., a is not to be reproduced or copied in wholein 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: 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- - A1�-63 COMPOSITE METAL PANEL OVER MOISTURE BARRIER Et 5 1/2" THERMASTEEL COMPOSITE EXTERIOR WALL PANEL — ---- 5 1/2" EXTERIOR THERMASTEEL WALL _ PANEL r 7 Al-62 COMPOSITE METAL PANEL OVER MOISTURE BARRIER Et 5 1/2" THERMASTEEL COMPOSITE ! EXTERIOR WALL PANEL 8 - - A1-62 5 1/2" EXTERIOR THERMASTEEL WALL PANED - r STEEL BEAM, SEE STRUCTURAL COMPOSIT ME r L PANEL ALUCOBOND F CIA MOUNTED OVER MISCELLANEOUS RED STEEL FRAME COMPOSITE METAL PANEL BEYOND -- TILE OVER CONCRETE ENTRY STOOP r TPO MEMBRANE OVER DRAGON BOARD ROOF SHEATHING Et 12" DEEP SUPER STUD COLD FORMED STEEL JOIST. SLOPE TO GUTTER ACCROOS FRONT OF THE BUILDING C 1 /8":12", SEE ROOF PLAN. ROOF. - - - - -- 48'-21/2 R-30 BATT INSUALTION GYPBOARD CEILING BATH DRAGON BOARD SUBFLOOR SHEATHING TO BE INSTALLED ACCROSS TOP OF THERMASTEEL WALL BELOW Et OVER SUPER STUD COLD FORMED METAL JOIST THIRD FLOOR. 511111 36' - 10 1/2' 5 1/2" EXTERIOR THERMASTEEL WALL PANEL LAUNDRY DRAGON BOARD SUBFLOOR SHEATHING TO BE INSTALLED A-CC177-T-01 OF THERMASTEEL WALL BELOW Et OVER SUPER STUD FOLD FORMED METAL JOIST r SECOND FLOO 26' - 10 1/2 " r P40-TT INSULATION (EXTERIOR SOFFIT ENTRY PORCH MAIN FLOOR 14' 10 1/2" NOTE: INSTALL GEORGIA PACIFIC DENSGLASS EXTERIOR SHEATHING OVER 5 1/2" THERMASTEEL EXTERIOR WALL PANEL, SEE CODE ANALYSIS AO-01 TO VERIFY INSTALLATION OVER REQUIRED WALLS PER FIRE SEPARATION ANALYSIS. PREFINISHED DRIP EDGE/TPO COVER STRI 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. 36' 101/2" R-30 NSULATION MASTER BEDROOM 5 1/2" INTERIOR THERMASTEEL WALL PANEL ----- �SECOND FLOOr.. 26'-101/2 7— `iII�MAIN FLOOR. 14' - 10 1/2" 5" CONCRETE SLAB OVER COMPACTED FILL GARAGE FLOO. 5'- 10 1/ 2" ac in 'At NG, . (777 a K .. END UNIT -SIDE WALL SECTION TYP. 1-61 3/4" = V-0" TPO MEMBRANE OVER DRAGON BOARD ROOF SHEATHING Et 12" DEEP SUPER STUD COLD FORMED STEEL JOIST. SLOPE TO GUTTER ACCROOS FRONT OF THE BUILDING C 1 /8":12", SEE ROOF PLAN.---- TPO MEMBRANE OVER MEGABOARD ROOF SHEATHING Et 12" DEEP SUPER STUD COLD FORMED STEEL JOIST. SLOPE TO GUTTER ACCROOS FRONT OF THE BUILDING C 1 /8":12", SEE ROOF PLAN. R-30 BATT INSULATION r 2 LAYER OF 1" THICK TOUGHROCK I SHAFTLINER OR DENSGLASS INSERTED IN H-STUDS @ 24" O.0 , SEE AO-10AEtAO-10B -MOMENT FRAME, SEESTRUCTURAL STORAGE/ 3 1/2" THI CLOSET STC RATIt` 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 WALKIN 3 1/2" THI CLOSET STC RATIt DRAGON BOARD SUBFLOOR SHEATHING TO BE INSTALLED ACCROSS TOP OF THERMASTEEL WALL BELOW Et OVER SUPER STUD COLD FORMED METAL JOIST MOMENT FRAME, SEESTRUCTURAL SUPER STUD COLD FORMED METAL JOIST, SEE STRUCTURAL FOR SPACING -- _--.SUPER STUD COLD FORMED METAL JOIST, SEE STRUCTURAL FOR SPACING DRAGON BOARD SHEATHING 'MOMENT FRAME CONCRETE BEAM SUPPORTED BY CONCRETE COLUMNS, SEE STRUCTURAL —2 LAYERS OF 5/8" GYPBOARD TYPE X @ UNDERSIDE OF ROOF SYSTEM �2 WALL SECTION Al 61 3/4" = V-0" 2 LAYER OF 1" THICK l SHAFTLINER OR DENSC STUDS @ 24" O.0 , SEE 6 Al-62 HOT AIR WELDED MEMBRANE STRIP OVER SEAM PLATE 30 BATT INSULATION ROOF. t� 48' - 2 1 /2� DRAGON BOARD SUBFLOOR SHEATHING TO BE INSTALLED ACCROSS TOP OF THERMASTEEL WALL BELOW Et OVER SUPER STUD COLD FORMED METAL JOIST --RMASTEEL S.I.P WITH G 50 MIN. REQUIRED 11 TOUGHROCK )GLASS INSERTED IN SEE AO-10AEtAO-10B- THIRD FLOOR 36' 10 1/2" DRAGON BOARD SUBFLOOR SHEATHING TO BE INSTALLED ACCROSS TOP OF THERMASTEEL WALL BELOW Et OVER SUPER STUD COLD FORMED METAL JOIST RMASTEEL S.I.P WITH G 50 MIN. REQUIRED ---- r r OUGHROCK LASS INSERTED IN H 5 AO-10AEtA0-10B-- Al-62U 3 1/2" THERMASTEEL S.I.P WITH STC RATING 50 MIN. REQUIRED 2 LAYER OF 1" THICK TOUGHROCK SHAFTLINER OR DENSGLASS INSERTED IN H- STUDS C 24" 0.0 , SEE AO- 1OAEtAO-10B r r 2 LAYERS OF 5/8" GYPBOARD TYPE X UNDERSIDE OF ROOF SYSTEM R-19 BATT _ INSUALTION-- 0' 11 SECOND FLOOR. 26' 10 1 /2/2" DRAGON BOARD SUBFLOOR SHEATHING TO BE INSTALLED ACCROSS TOP OF THERMASTEEL WALL BELOW Et OVER SUPER STUD COLD FORMED METAL JOIST MAIN FLOOR. --- 14' 10 1/2' 2 LAYERS OF 5/8" GYPBOARD TYPE X @ UNDERSIDE OF ROOF SYSTEM GARAGE GARAGE CONCRETE PARTY WALL, SEE STRUCTURAL 5" CONCRETE SLAB OVER 5" CONCRETE SLAB OVER /COMPACTED FILL COMPACTED FILL - GARAGE FLOOR. � v a� 5' 10 1/2" Reviewed for Code Compliance Universal Engineering Sciences wri ht Raec� rcki 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 �FL�GNT ,�� 0 10 10 �`• V TFRED PRG l- >v V / M EE Q M a W zo a� Z v0 N — in O =_ w Q C) m m oz w Z O N z w H stamp: This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., a is not to be reproduced or cop d -n whole or in part It is only to be used for the project and site specifically identified herein and B not to be used on any other project. It is to be returned upon request. R2018 WRIGHT GARDNER ARCHITECT, LLL 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 It COMPOSITE METAL CLADING ATTACHMENT FURRING/BATTEN STRIPES COMPOSIT METAL PANEL ALUMINUM FINISH COMPOSITE METAL PANEL CORE -- THERMASTEELSTANDARD END PANEL BOTTOM TRACKS - __�- �THIRD rwvn_ — 36' - 10 1/2" ROUT AND RETURN DRY EXTRUSIONS - -5 1/2" EXTERIOR SHEAR WALL THERMASTEEL REVPANEL SYSTEM, SEE STRUCTURAL THERMASTEEL STANDARD END PANEL TOP TRACK CONCRETE SUBFLOOR SHEATHING FINISH FLOOR -COLD FORMED METAL RIM TRACK SCREW TO WALL PREMANUFACTURED COLD -FORMED STEEL TRUSS, SEE STRUCTURAL FOR SPACING GYPBOARD WALL FINISH 5 1/2" EXTERIOR SHEAR WALL THERMASTEEL REVPANEL SYSTEM, SEE STRUCTURAL EXTERIOR SIDE WALL DETAIL TYP Al-62 1 1/2" = 1,_0„- - COMPOSITE METAL PANEL CORE------", INSTALL MOISTURE BARRIER INBETWEEN EXTERIOR WALL PANELS Et COMPOSITE METAL CLADING ATTACHMENT FURRING/BATTEN STRIPES - - COMPOSIT METAL PANEL ALUMINUM FINISH- THERMASTEEL STANDARD ®SECOND FLOOR. END PANEL BOTTOM TRACKS- 26' 901/2" ROUT AND RETURN / DRY EXTRUSIONS STEEL W16X31 BEAM, SEE STRUCTURAL --- MISCELLANEOUS RED STEEL FRAME ATTACHED TO COLD FORMED STEEL JOIST PER MANUFACTURER SHOP DRAWINGS- - - ROUT AND RETURN DRY EXTRUSIONS --- - EXTERIOR WALL BEYOND - - 5 1/2" EXTERIOR SHEAR WALL THERMASTEEL REVPANEL SYSTEM, SEE STRUCTURAL I DRAGON BOARD SUBFLOOR SHEATHING -SUPER STUD COLD FORMED MET L JOIST, SEE STRUCTURAL FOR SPACING �R-19 INSULATION NOTE: PER FLORIDA BUILDING CODE 706.6 ; NO VERTICAL CONTINUITY OF FIRE WALL IS REQUIRED. SEE AO-14 8 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 JiED METAL SCREW TO WALL KING ON BOTH SIDES OF AREA )N WALL C EVERY FLOOR LEVEL 0 INSULATION 6" WIDE REINFORCED STRIP HEAT WELDED TO METAL DRIP EDGE AND MEMBRANE. CUT EDGES TO BE SEALD. - TPO MEMBRANE - \ DRAGON BOARD - _ - _\ - ROOF SHEATHING - SUPER STUD COLD FORMED METAL JOISTS t 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 / OR DENSGLASS INSERTED IN H STUDS C 24" O.0 , RED STEEL - Ji STC RATING 50 MIN. REQUIRED SEE SEE AO-09 TRHOUGH AO-10C R 30 INSUALTION INSTALL RUBER TAPE/INSULATION 6� FIRE WALL/DECK TO DECK ROOF JOINT INBETWEEN BIMETAL JOINTS TO - - - - PREVENT GALVANIZED CORROTIOK A1 1/2" = V-0" E CING� FOR \ 4RE METAL X 2L 2 LAYER OF 1" THICK TOUGHROCK SHAFTLINER OR DENSGLASS INSERTED IN H-STUDS @ 24" O.0 , SEE SEE AO-09 TRHOUGH AO-10C ---- "H" SHAPED STUD GALVANIZED STEEL 0 24" 0.0 MAX. SEE SEE AO-09 TRHOUGH AO- 1OC SECOND FLOOR. 26'-101/2 THERMASTEEL STANDARD END PANEL BOTTOM TRA( CONT. TRACK, SEESTRUCTURAL 11 NAILER ATTACHED TO METAL JOISTS LNICHISOFIT NON -VENTED EXTERIOR CEILING FINISH -NICHIHA FASTENER TRACKS ATTACHED PERPENDICULAR TO UNDERSIDE OF SUPER STUD METAL JOIST "L" SHAPE END TRACK -INSTALL SEALANT OVER NICHIHA BACKER ATTACHED TO NAILER $ END UNIT TYPE 1 OVERHANG DETAIL Al -62 1 1/2" = V-0" ENTRY PORCH -4-0" HEIGHT RAILIN WITH PICKETS C 4" MAX. -TILE OVER MORTAIR —MAIN FLOOR. _ v 14' 10 1/2" 11 CONCRETE WALL, SEE STRUCTURAL - — 9 END UNIT ENTRY PORCH DETAIL TYP 0" 3 1/2" THERMASTEEL S.I.P WITH STC RATING 50 MIN. REQUIRED - 6" WIDE 1/2" DENSARMOR PLUS FIREGARD METAL COVERS ON EACH SIDE OF STUD, SEE SEE AO-09 TRHOUGH AO-10C /- THERMASTEEL STANDARD END PANEL BOTTOM TRACKS DRAGON BOARD SUBFLOOR SHEATHING ALUMINUM ANGLE BREAKAWAY CLIP y FIRE BLOCKING ON BOTH SIDES OF AREA SEPARATION WALL C EVERY FLOOR LEVEL -- COLD FORMED METAL RIM TRACK SCREW TO WALL SUPER STUD COLD FORMED METAL JOIST, 1/2" DENSARMOR PLUS SEE STRUCTURAL FOR SPACING FIREGUARD C INTERIOR -- - 2 LAYER OF 1" THICK TOUGHROCK PANELS- - SHAFTLINER OR DENSGLASS INSERTED IN H-STUDS @ 24" O.0 , SEE AO-09 INTERIOR GYPBOARD TRHOUGH AO-10C STOPS @ UNDERSIDE 3 1/2" THERMASTEEL S.I.P WITH OF LOW CEILING- - STC RATING 50 MIN. REQUIRED 5 FIRE WALL/PARTY WALL DETAIL Al 6�2 1 1/2" = V-0" DRAGON BOARD SUBFLOOR SHEATHI GUEST BATH SUPER STUD COLD FORMED METAL JOIST, SEE STRUCTURAL FOR SPACING- -MAIN FLOOR. _ 14'-101/2" COLD FORMED METAL RIM TRACK SCREW TO WALL R-19 1NSUALTION - - 2 LAYERS OF 5/8" GYPBOARD TYPE X C UNDERSIDE OF FLOOR SYSTEM BASEMENT 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/ FASTENE 2 LAYER OF 1" THICK TOUGHROCK SHAFTLINER OR DENSGLASS INSERTED IN H-STUDS C 24" O.0 , SEE SEE AO-09 TRHOUGH AO-10C -3 1/2" THERMASTEEL S.I.P WITH STC RATING 50 MIN. REQUIRED ENTRY PORCH THERMASTEELSTANDARD END PANEL BOTTOM TRACKS DRAGON BOARD SUBFLOOR SHEATHING '' I[ / q. FIRE BLOCKING ON BOTH SIDES OF AREA SEPARATION WALL @ EVERY FLOOR LEVEL "C" SHAPED GALVANIZED TRACK ---COLD FORMED METAL RIM TRACK SCREW TO WALL R-19INSUALTION BASEMENT --CONCRETE DEMISING WALL, SEE STRUCTURAL 4 INTERIO UNIT ENTRY PORCH DETAIL Al 62 1 1/2" = 1'-0" SILL DAM WATER BARRIER FINISHED FLOOR - CONCRETE SUBFLOOR SHEATHING- 10" DEEP CONCRETE SLAB, SEE STRUCTURAL;-� 11 1/2" NOTE: PER FLORIDA BUILDING CODE 705.11 NO PARAPET IS PROPOSED /CAULK SEALANT /COMPOSITE METAL PANEL ROOF LINE -ALUMINUM FINISH - - - - - - � 48' 4" -COMPOSITE METAL PANEL CORE -TPO COATED METAL DRIP EDGE -5" PREFINISHED GUTTER BENT ON SITE TO LAP OVER STEEL OUTLOOCKERS Et UNDER TPO MEMBRANE -MISCELLANEOUS RED STEEL FASCIA FRAME PER MANUFACTURER SHOP DRAWINGS -INSTALL FIBER CEMENT WALL SHEATHING OVER MISCELLANEOUS STEEL FRAME ROUT AND RETURN DRY EXTRUSIONS --SHIM PER MANUFACTURERS MANUAL MOMENT FRAME, SEE STRUCTURAL 3 FRONT PARAPET DETAIL TYP Al 62 1 1/2" = V-0" SHIM. BEHIND SEALANT Et BACKER ROD APPLY CAULK SEALAND ALONG MATERIAL GAPS FLAT SURFACE TO HAVE 1 /4":12 SLOPE MIN. SECOND FLOOR. 26' - 10 1/2" ---SILL WATER DAM BARRIER UNDERNEATH SHIM COMPOSITE METAL PANEL ALUMINUM FINISH b COMPOSITE METAL PANEL CORE N --MISCELLANEOUS RED STEEL FRAME G 11 1/2" ATTACHED STEEL STRUCTURE PER \-1 MANUFACTURER SHOP DRAWINGS INSTUMESCENT COAT TO BE APPLYED TO ALL MOMENT FRAME MEMBERS, SEE AO-11,A0-12,A0-13 ROUT AND RETURN DRY EXTRUSIONS METAL FLASHING MOISTURE BARRIER - NICHIHA VINTAGE WALL PANEL INSTALL PEEL Et STICK WINDO WRAP ALONG WINDOW ROUGH OPENINGS METAL FLASHING 2 HEADER/ SILL DETAIL TYP Al 62 1 1/2" = 1'-0" 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.-70 NICHIHA SPACER W/ FASTENER 14' - 10 1 /2 ---NICHIHA VINTAGE WALL PANEL - MOISTURE BARRIER JOINT CLIP ATTACHMENT PER MANUFACTURER INSTRUCTIONS MOMENT FRAME CONCRETE BEAM SUPPORTED BY CONCRETE COLUMNS, SEE STRUCTURAL --NICHIHA STARTER TRACK NICHIHA STARTER FLASHING f:� FRONT OVERHANG DETAIL TYP Al 6� 1 1/2' = 1'-0" F�'" Reviewed !or Code I Compliance Universal Engineering Sciences wrl ht 9 ar e rchi ec 11C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 A of F. r Is Z� t �C�STERED P'`�It• v W u Z >v V / M O M W a z o Z W O u N — o U_ J oa J Mn m V Ion o z w oZ Z w stamp: Or- Fk() "T ,04 �.� x'" 100540 •rF� fi rr [ Q This draw e, is tire property of WRIGHT GARDNER ARCHITECT LLC,, a is attobe entranced ordened in vifujoin partIt is onlyt be used for the project d site specifically identified herein and is not to be used on any other project. Its W be returned upon request. ,2018 WRIGHT GARDNER ARCHITECT, LEE. revisions No. Description Date sheet title: DETAILS project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: Al=62 ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION METAL FLASHING OVER TOP OF WALL COMPOSITE METAL PANEL CORE— COMPOSIT METAL PANEL ALUMINUM FINISH INSTALL MOISTURE BARRIER INBETWEEN EXTERIOR WALL PANELS Et COMPOSITE METAL CLADING ATTACHMENT FURRING/BATTEN STRIPES --CAULK SELANT TPO MEMBARNE DRIP EDGE DRAGON BOARD ROOF SHEATHING —PREMANUFACTURED COLD -FORMED STEEL 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 8 ROOF SIDE DRIP EDGE 1-63) 1 1 /2" = V-0" METAL FLASHING OVER PARAPET TOP TRACK- CAULKING- -� TWO LAYERS OF 1" TOUGHROCK SHAFTLINER. NOMINAL SIZE 2'-0" X 8'-0", SEE A0-10 - - 5 1 /2" THERMASTEEL WALL PANEL -- THERMASTEELSTANDARD END PANEL BOTTOM TRACK — COMPOSITE METAL PANEL CORE -- MAIN FLOOR. 14' - 10 1 /2" COMPOSIT METAL PANEL ALUMINUM FINISH — CONCRETE WALL, SEE STRUCTURAL - 5" PREFINISHED GUTTER BENT ON SITE TO LAP OVER STEEL STRUCTURE Et UNDER ROOF TPO MEMBRANE 5/4" X 6" COMPOSITE DECKING 1 X COMPOSITE SLEEPERS ONE PLY TPO MEMBRANE OVER DRABON BOARD SHEATHING DRAGON BOARD ROOF SHEATHING THIRD FLOOR. IN 36' 10 1 /2" 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 WALL FIRE SEPARATION PARAMETERS SHEATHING OVER MISCELLANEOUS STEEL FRAME- - - GEORGIA PACIFIC DENSGLASS EXTERIOR SHEATHING OVER 5 1 /2" THERMASTEEL EXTERIOR PANEL, SEE AO-01 CODE ANALYSIS TO VERIFY INSTALLATION OVER REQUIRED AREAS PER FIRE SEPARATION ANALYSIS GUTTER DRAIN ON ROOF TOP PATIO A1-63 1 1 /2' = 1' - - - "H" SHAPED STUD GALVANIZED STEEL G 24" O.0 MAX. SEE AO-10A 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 A0-11,A0-12,A0-13 -- - NOTE: Per Florida Building code section 706.5 exception 3 will apply; Fire walls shall be permitted to terminate at the interior surface of noncombustible exterior sheathing where the building on each side of the fire wall is protected by an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2 TWO LAYERS OF 1" TOUGHROCK SHAFTLINER. NOMINAL SIZE 2'-0" X 8'-0", SEE AO- 1OA TRHOUGH AO-1 OC MOMENT FRAME COLUMN, SEESTRUCTURAL 5 1 /2" THERMASTEEL EXTRIOR WALL PANEL "L" SHAPE SHIM GP EXTERIOR DENSEGLASS SHEATHING PER METAL TRIM \ AO-01 FIRE SEPARATION ANALYSIS SEALANT OVER NICHIHA SHINGLE FLANGE BACKER "C" SHAPED GALVANIZED TRACK 7 NICHIHA SPACER W/ FASTENER NICHIHA VINTAGE WALL PANEL OVER MOISTURE BARRIER-- 6 FLOOR PLAN END FIRE WALL SEPARATION Al 63 1" = 1'-0" r�I ELEVATOR HATCH A1-63 1 1 /2" = V-0" 2 HR FIRE RATED DOOR DRAGON BOARD SUBFLOOR SHEATHING PREMANUFACTURED RIM TRACK SCREW TO WALL EMANUFACTURED COLD -FORMED STEEL IST. 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 2'-0" X 8'-0", SEE AO-10 KITCHEN DRAGON BOARD SUBFLOOR SHEATHING 5 1 /2" THERMASTEEL / -- PREMANUFACTURED COLD -FORMED WALL PANEL - \ STEEL JOIST, SEE STRUCTURAL FOR \ SPACING OMAIN FLOOR. 14)10 1 /2" \ h ELEVATOR HATCH R 19 INSULATION 2 LAYERS OF 5/8" GYPBOARD TYPE X C -UNDERSIDE OF FLOOR SYSTEM BASEMENT; CONCRETE WALL, SEE STRUCTURAL 5B ELEVATOR HATCH SIDE WALL - - - - - - A1 63 1 1 /2" = V-0" 6" WIDE 1 /2" DENSARMOR PLUS FIREGARD METAL COVERS ON EACH SIDE OF STUD, SEEAO-10A TRHOUGH AO- 1OC 7 TWO LAYERS OF 1" TOUGHROCK SHAFTLINER. NOMINAL SIZE T-O" X 8'-0"-- 3 1 /2" THERMASTEEL S.I.P STC RATING 50 MIN. REQU "H" SHAPED STUD GALVANIZED STEEL @ 24" O.0 MAX. SEE A0-10A TRHOUGH AO-10C "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 V,\\ "H" SHAPED STUD GALVANIZED STEEL @ 24" O.0 MAX. SEE AO- 10A TRHOUGH AO- 1OC FLOOR PLAN FIRE WALL SEPARATION A1-6� ROUT AND RETURN DRY EXTRUSIONS ROUT AND RETURN DRY EXTRUSIONS 5/4" X 6"COMPOSITE DECKING 1X COMPOSITE SLEEPERS - - - ONE PLY ROOF MEMBRANE OVER CONCRETE SUBFLC 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 THIRD FLOOR. BASE FLASHING- - --- - - -� COMPOSIT METAL PANEL 36' - 10 1 /2" 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 C END UNIT ROOF TOP SIDE CURVE DETAIL TYP Al11/2"=1'0" - DRAGON BOARD SUBFLOOR SHEATHING FINISHED FLOOR PREMANUFACTURED COLD - FORMED STEEL JOIST, SEE STRUCTURAL FOR SPACING PREMANUFACTURED RIM TRACK SCREW i 0 WALL THERMASTEEL STANDARD END PANEL BOTTOM TRACK SECOND FLOOR� THERMASTEEL STANDARD 26' 10 1 /2" 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 -63 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. . 14'-101/2„ ti l " o - METAL FLASHING- --CONCRETE PARTY WALL T. ARCHITECTURAL SAIL FENCE Al-63 1 1 /2" = 1'-0" Reviewed for Code Compliance Universal Engineering Sciences ' wri ht ar e rcm ec 11C 154 Krog Street, #125 Atlanta, CA 30307 404-218-8460 W U Z WLn V / M Q M a W C7 zo_ ir_ Z w o OO O (A a J _ o a w m oZ w O N z Z w stamp: KA,1 iT Gq ,IU X F 9(( :a�,iEk{yq°� E0 ^y✓y This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC,Et is not to be reproduced or copied -in whole part It 1s only to be used for the project and site specificaltyidentified herein and 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: DETAILS Project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: Al =63 ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION p U T S: CLLAN THE I ASTINC; II IBR;'NI 'ANC VFT-'_ 1 FE:T CJ R SLED Al `;' 1'E NI `FCTONS PRI"'l FC APPLCABLE) AITF WEAII C3FD IAMBRfNE ;;'_FANER. ROC_ING JN F., 1C _TEP-. FS rTRC1 IIFE I12RANE USING T,- lFER. r -A'C I T FRI E I,t PR ,FC \IY CRI. G THE l -C PRI l RE- N�Ulk `C'=R TIIFIf IS LIFD ^,ND AETAL "L `J;; 3` DTFE'F " 'UCTE ROL LC YDN,- - 2" vi IGE ROLI I R. 4JU-HI DF 1NIVERSi NG-E mil` S ;_ANT (NO 1"F IAOOD FAILED ILST EXTEND PAST TOTAL WIDTH OF 1 10 IIiET°I F' ;CIt CK NOTE C J�E-S NSITIV= AN E 2 4 STRIP J' F A /TAPF I ASTERFRS -NC FASTENER PAITE2N AS MIN. PRIIAERI RECON1111 NEID BY METAL FDr E TDO II' VJF' TURLK REINF L'CFD PLCK L',NCE Sl B TO-1 Al .CV RFD B TPC +` 4EMB tFNE PRE'SURE- SEE LITIVE C OVF R ST v r W I F VI N1UV 2" 0vERAC;I SI NA11_ ADS. � . AFPI Y MJ-E F IF UNiVFRSAE ,ING_E V ALONG 301E ED ;ES 0- TDO COVER 'APE ANC P,;ROSS END JS Of'E T RI -Li Y,r TFR D N ,I _ITICN CJI OFF Ni1fHR v1ASl o EI OW �S) oINT COVI R ANC E _ E _ i?'TA3LE FSR .!SF IN 41, 20- ' AR WARRANTEE TYSTEI,I IF iSIF T ET1E IS TO BE INCLUEED IN 11'F WARRANTY, CONIRS.TOR MU;I NSF JEE-HDE 1LI-'I PRODUCIS. REF 0'NT C=T',ESVF 312 F=-31 0, COVER "IHT--3::,`0, OR IA IF-?":; C ONTINUOUO C LEAT DRIP EDGE DETAIL NO.: MULE -HIDE TPO P/S COVER STRIP SYSTEMS: MHT-UN-106B PRODUCTS CO., INC. ALL TPO SYSTEMS R1-vIs0N 31 /20,1 e ® NOTES 1. DE IDS TO BE USED IN CIC EC CFII TCBIN UN -ONJCTI N '11-ANDARD AND FILL ER 'BY C E LRS) Di" �-'/� MES P`IDTH CIDE _'PE( IFIA-IONS OF N," PE MULE HIDE `-�STFNER C'OR AINING REQUIRFPIENTS FCR AND ;.4" SFAI PI_FTE NAILFRS, INSU1_ATION, 1 ');1C C. F/A . �3EE NOTE SUPSHFFTS, AC; C EPTAB I_E 4) ETC. INSGI A7 ION 2. P''aC ECGF ;FA1_ANT IS REGCIRED PAIN. 'II - /2" HLiT AIR ON ALL CUT OR MULE-IFIDE PVC WELD NON EN ;AP` I'LATFD EDGES OF P:4EINBRANE REINFOGECFC I1EiviBRANE. THIS CCT EDGE SEALANT INCLUDES DES I TOR` ,U- SEC N07 2) IFN116 BANE. 3. POSITION SEAM PLATES 1/2" MINIMUM 0° TO 1" MAXIMUM FROM EDGE OF FIELD 0 0 ° MEMBRANE. L� 4. REFER TO MULE -HIDE UPLIFT p ° O RATINGS FOR APPROPRIATE o 0 0 ° o 0 o 0 o ° FASTENER SIZE, AND SPACING. 0 ° o � o p °O O o o O o o 0 o MULE -HIDE EXPANSION JOINT DETAIL NO: DECK TO DECK PRODUCTS CO., INC. MHPw150 SYSTEMS: 2010 ALL PVC ENCLOSED UTILITY SPACE 3 1 /2" THERMASTEEL INTERIOR WALL PANEL LIVING SPACWE (2) LAYER 2 HR RATED GYPBOARD TYPE X 4 UTILITY SHAFT WALL TYP Al 64 1•' = V_0" MF)F nf, PF NIF(_IRI T -,LIFT MULE -HIDE PRODUCTS CO., INC. T; II ND C FJCF N;; N ,1, < F P" RENI„R:=Li E.E<,N GUTTER DRIP EDGE TPO COATED METAL SYSTEMS: ALL TPO SYSTEMS NOl I E 11,1r I I TC D NrLJ__D IN I C W,"ZRII'NTF. (..iNI I "L',I USE E IDE N EI 'RODU IS. I R ARC TFI CI 1A1_ a V3 t PL/'1_E -OR LSE N ) 'E',R l-nrtANTLD IF -.` -11 .I ERANT"' A IFNI F1,01_I , „ 1 V,IJ')I 3E U ED 'V,111 FF Di F'F CC E. DETAIL NO.: MHT-UN-232 I JNI\I I SAE SIN;S_1 -,IV S` I'_,NT SEE NOIr TFC T IN=ORCED IF RANE M N M-i E DF Y � HP I LI ER AND 4'5 `11 PL+ AX i 0 SFr NOTE_ E g 3 IN III I,NC IE: D LPCM FL CI I I TA' SI I NCE L) M'N. --I►� l „ r-vI,N. I A-s TOYED NQL[AT .AN Imo_ I"JAX. _ NIr'Tt 1 N� IAT I 'TEE 'NCI - 4) DEL NOTE N FF 1 ff � ."C I -L ",NG III ER FL SFIN -sE ORF IN iIA_LINC N I C AB�R C ATI C PIPE L z -N II ,:-1 "'INl �Y ATF ,'r EC ,�STE'r N IA'_L A L,I��NI'JI I_III OF FL \ (4r 1 I' FI f"1 T'ATE RC INJ PRO I.;TON` W III IVE N'_- -N U ' CCITION ' FL1,TEC Ui-L`. EE RLAJ RED FOE FRO, -TIONO WITH DIaM-TER' GRFATER 1 1 N 6" AN I 'E SP,..FD 12 ON CENFFR M ;X. ,7 1 NLR MC �I AM PLATES ARE NO1 RCOU':RED CIFAD lERED S STFM` UN_ES`_ R0;,-C11CN CIAPIETE: IEEDS d 1 NSF E�Did ,PL PRIMER O< LOW VOC PRIIM =CR ALL EPDM JNIVI EA'I_ S NCLI PLY '.SFALANT IS F UIRED ON IN E LC_S C ip -ITE JN( _N[ I_PBV F SH'NG TAPE AND AT C'.IT -5 VFIT- 11A11 -1 NE I C JF EKAI JRI CF 'E�-_ NOT TO EX-! ED 1,30' T. 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 R''OSIOD 0'7 wri ht R arhi ecf 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 OF y�PgE "F�O �FtIGHy Qi 9 •y I m: G ��RFD gRCN�� w U Z LLI In >v /M `�• p M a W z o a� �O N -- � O W N Q x C) a J � �w m r^ V (� _ w tj Ln z Z w --r W 1, This drawing is the property of WRIGHT GARDNER ARCHITECT, I1C., 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 any other project. It is to be returned upon request. 07018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date is 4y sheet title: DETAILS ., project number: 19-049 ....._.... ._.m._.. _ sdcaed as noted ng ate. 04.05.021 J3,) STRUCTURAL MULLION DIAGRAM1-4 1 /2" = V-0" Reviewed for Code EB Compliance Universal Engineering Sciences sheet number: Al=64 ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION Www. thermaytoetine_ com 11i I I �11 I, wvHe thermasteetinc. co.n 24 GA End alai Tap and aat (Tql<ao (31412ttaLu-z pe etn) End MoralTop and Bono, AGpn eA4'z2 vo 1 Pul Width 'e'aae A'—d Lap — i Tonpne n cmve lap (3/4'Gn4 1/4" ) to GA. lead h, elae Hate () 14 1 Plant Hal9nt, 21 (Typ a,)-.. (2_/ ./ 'that Haight) c enannal my Lao ( /"•aA4 Tpane I naynU 3c 3f A z FC t. of — Ya .I Mo area �— (ETpantletl polys tyre Ba - of T el I'ron� YaneL dr _ (E,p,ndld lystym Lack Panel (E rior (1e) (hr riot- e) (Eater Side) (ITT teri Eide) ___ colrth, foddoran�n zscHatl.n 2h. an - (ve mleurall me.lrzmal (vn 1�1W—hea eoa.:Table) `....., Tna.,astaa Ins)on �. ee ai Donor ,....,�..:»u:� wa ofpanm stnaonteme oe dt �MM (l)2B MM MA'() and theme-dnge, se to the apse � (L220 MM MA%) fr2Rn MM MM) eadinge eb [ne tint (lIIO MM MAX) PANEL ELEVATION PANEL ELEVATION 0 1./2" Standard Fancle 16' OC 5 1/2 Standard FaneN 21' Of n L� 1"" " Standard Pan cls 16 OC 7 li 2' Standard Paneis 24 OC NO LAP LEFT BOTTOM VIEW NO LAP RIGHT i NO LAP LEFT BOTTOM VIEW NO LAP RIGHT Standard T8&G Panel Detait 1 standard T8& G Panet Detail d Ern FOR PIT r,Nlll. TIIICKNFS 1 T Rove IOR Ell LVAi III c,iA EE 411/I'/ (ALI )HAHNS1.1 TALE\ FROM EXTFRI . EDRFACE) 4't/I7 (ALL D1MTTA910Aa TANI\ TROM VPHIOh, SiRFACE) Stauered Panel Connection THERMASTEEL SIP 1/16" = 1'-0" Minimum (6) #10x3/4" Self Tapping Tech Screws Thru Attachment Plate Into Stud (3) Each Side Of Joint Per Plate THERMASTEEL SIP 1/16" = 1'-0" Reviewed for Code Compliance Universal Engineering 1B Sciences wri ht �arhi ecl 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 W Z W Ln Q W C!" W � Z `i Z Q U 0 -- 0 0 a J to w m C7 GL1 �w Z Z o �Z Ln W H This drawing is the property of WRIGHT GARDNER ARCHITECT, ELC., BE 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,. LEG. revisions No. Description Date sheet title: THERMASTEEL SIP project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: Al=65 ❑ NOT ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION BUILDING CODES FLORIDA BUILDING CODE FBCB 2020 GENERAL BUILDING CODE IBC 2018 CONCRETE CODE ACI 318-14 STRUCTURALSTEEL& AISC-10 MANUAL Al SC 360-10 MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES ASCE 7-16 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 COEFFICEINT EAST/WEST 0.0 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 3" 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 CCJ = CONCRETE CONTROL JOINT CF = CONTINUOUS FOUNDATION F.R = FINISHED FLOOR F.F.E. = FINISHED FLOOR ELEVATION 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 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 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. 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 (32.2°C) WITH A WIND VELOCITY GREATER THAN 8 MPH. 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 S 0 wri� ,ht Rrcrhifec� 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 It co M lO 00 M co N r' Q � I d� Q M 00 Z) LL W r� f- CM W W H U M _ °O N d 0') N W M M z 0 M a- W (� I- J U) w z a m� U U) U L0 Z Nr W M � af oQp Of o _j U) r 2 O U) Q o o W 00 Z Z W Q U) W W U O OM: 1.0. DATE 08/19/2021 onwtk PRW; E.C. SD 17-20 CHm: SO&E 1.0. AS SHOWN Reviewed for Code Ep Compliance Universal Engineering Sciences SHEET SB3-01 1 Q T 4'10" FOUNDATION PLAN SCALE: 1 /4"= V-0" a A3 io V-3" 18#4 @ 6" O.C. - A3 18#4 @ 6" O.C. - A4 )#6 EQUALLY SPACED A2 Al 1'-4" 18#4 @ 6" O.C. - Al 18#4 @ 6" O.C. - A2 ?#6 EQUALLY SPACED 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 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 I" 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 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. 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 9' 14" 26" 12 # 6 - TIES #4 @6" O.C. FOUNDATION SCHEDULE MARK WIDTH LENGTH DEPTH (INCHES) REINFORCEMENT TYPE 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" ---------- 20" 6 # 5 CONT; & 1#5 9" O.C. BOTTOM CONTINUOUS 6 # 5 CONT; & 1#5 18" O.C. TOP CF4 6'-11" 7'-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. LE A5 m N 4-1'-2" ---�- 18#4 @ 6" O.C. - A5 18#4@6"O.C.-A6 ?#6 EQUALLY SPACED A10 m 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 00 #4 @ 6" O.C. - A10 0 #4@6"O.C.-A9 B9 S 0 wri ht Rari f IIC 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 `� VIGENy�. CtP,� NO. 89728 ; 2 E OF . i�tQ '��ORIDP•.•'�4� Loco 00 M N r' Q Q M co rn co �-- F Z) LL U H � W W U) M _ °0 N d m N W H M Oo Z d i LU J M CL 0- � Z z O J <( 0- 0 �0 Z) Z 0 Z) O H U) U L0 z 11, o 00 U) W O u- U) F = O 1n Q J p W m v o Z Z �W 07 W W C..) n X u OWN: DATE I.O. 08/19/2021 DM: PRW: E.C. SD 17-20 deco: 1.0. WAM AS SHOWN n COLUMN C1 DETAIL SCALE: 1"=1'-0" aCOLUMN C2 DETAIL 2 SCALE: 1"=1'-0" COLUMN C3 DETAIL SCALE: 1"=V-0" GRADE BEAM G.131 DETAIL SCALE: 1 "=1'-0" Reviewed for Code 1B Compliance Universal Engineering sciences SHEET SB3-02 PER ARCHITECTURAL V REQUIREMENTS 18 GA. MIN., G-90 METAL 3.5" THERMASTEEL I ' I TRACK, 318" 0 BEAD OF PANEL PER S10 DETAIL ASPHALT CEMENT OR LATEX CAULK BOTTOM SIMPSON STRAP HOLD DOWN STHD14, STUD GAUGE 20 MINIMUM SPACING @ 36" O.0 OR COLD -FORMED STEEL EQUIVALENT JOIST D VERTICAL REBAR @ 18" BASE FLOOD DESIGN PER ARCHITECTURAL rn ELEVATIONS --- 11" CONCRETE WALL IRW2) D D a 2#5 VERTICAL DOWELS @ 18" D v O.C. a g p #5 @ 18" O.C. 2#4 HORIZONTAL @ 18" O.C. N o ° #5 @ 6" o.c. BOTTOM &TOP z FOR CONCERT BOTTOM &TOP ° MAT ° 7. W i•1 "-- °" °° p 1'-7"- 5" THICK CONCRETE MAT d ° 95FILL % O D UNDISTURBED SOIL SOIL 1- #5 @ 9" O.C, 3" CL 4 3" CLR. O FOUNDATION DETAIL SCALE 3/4" = V-0" S3 PER ARCHITECTURAL PLANS #5 @ 9" O.C. #5 @ 18" Q.C. D d ° d"� D 2- #5 VERTICAL REBAR @ 18" O.C. AT EDGE OF WALL BASE FLOOD DESIGN D ° - PER ARCHITECTURAL 11" CONCRETE WALL ELEVATIONS � (RVV2) D — 2-#5 VERTICAL DOWELS @ D d 18" O.C, AT CENTER OF WALL ° O 2#4 HORIZ. @ 18" O.C. a #5 @ 18" O.C. v° BOTTOM & TOP FOR CONCERT a MAT p z 5" THICK CONCRETE MAT D p p D 95% COMP. FILL I p D U - - • ° UNDISTURBED SOIL � ° D 3- #5 CONT. 3" CLR. 3" CL 1- #5 @ 9" O.C. TOP & BOTTOM 2, O FOUNDATION DETAIL 2 SCALE 3/4" = V-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 WALLS 1 10" REINFORCED CONCRETE SLAB #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,C REMANUFACTURED COLD -FORMED STEEL�� TRUSS 2#4 HORIZ. @ 18" O.C. I 18 GA. MIN., G-90 METAL TRACK, 3/8" 0 BEAD OF ASPHALT CEMENT OR LATEX CAULK BOTTOM STAIR TREAD #4 @16" O.C. D ° ° p a D D d p oD D- D a D 2#4 HORIZ. @18" O.C. OMF COLUMN W 8x67 PLATE 2.00xl5.00x18.00 A36 _ 1" A449-N ANCHOR ODS, MIN. 12" DNCRETE EMBEDMENT 4-#6 1 i=®01. —# 5 (0-D 8" U.U. 1 BASE FLOOD DESIGN PER ARCHITECTURAL 2- #5 VERTICAL REBAR @ Q 2- #5 VERTICAL REBAR @ ELEVATIONS 18" O.C. AT EDGE OF WALL pd w 18" O.C. AT EDGE OF WALL _j — — BASE FLOOD DESIGN ¢ PER ARCHITECTURAL o 11" CONCRETE WALL ELEVATIONS 11" CONCRETE WALL U � H = vD 2- #5 VERTICAL DOWELS @ ° 2- #5 VERTICAL DOWELS @ 18" O.C. AT CENTER OF 18" O.C. AT CENTER OF WALL w D 6-#5 CONT. @ w WALL #4 REBAR TIES @ 6" O.C. TOP &BOTTOM k #5 18" O.C. @ loll O.C. D z z p DA 5" THICK z = z CONCRETE MAT ° 6- # 5 CONT. TOP & BOTTOM ° p 1 D 0 D D d °DD D D o D D � D v d 95% COMP. FILL D ° 4- #5 EBAR @ U - - - �/ TOP & BOTTOM m O 3" CLR. 3" CLR. 1- #5 @ 9" O.C. " 81 UNDISTURBED SOIL OMF COLUMN W 8x67 PLATE 2.00xl5.00xl8.00 A36 — 10" CONCRETE SLAB --\ #5 @ 18" O.C. BOTTOM & TOP ® FOUNDATION DETAIL 3 SCALE 3/4" = V-0" S3 I'!�€IIII OEM 0- ii ® FOUNDATION DETAIL SCALE 3/4" = 1'-0" S3 4- 1" A449-N ANCHOR RODS, MIN. 12" CONCRETE EMBEDMENT —#5 @ 8" O.C. TOP #5 @ 18" O.C. BOTTOM 16"x18" CONCRETE ® %—BEAM (62) D ° 10-#6 e ° p 15"x18" CONCRETE COLUMN (Cl) �— #4@6" O.C. TIES °j d / i #5 @ 18" O.C. __j IP_.- M WTINTi d r o ° ° D D a p - d 5 d D P D p0. D © FOUNDATION DETAIL_ 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 ' PER ARCHITECTURAL 51a" CONCRETE WALL ° ELEVATIONS o, #5@8"O.C. ° I UNDISTURBED SOIL SIMPSON STRAP HOLD DOWN STHD14, STUD GAUGE 20 MINIMUM SPACING @ 36" O.0 1 #5@8"O.C. #5 @ 18 O.C. a J DEPTH OF ELEVATOR 5" CONCRETE SLA PIT BY OTHER z k. l • Dp p (V 95% COMP. FILL UNDISTURBED SOIL v D• a d 1 d D d V 3" CL O 3" CLR. T-8" O FOUNDATION DETAIL SCALE 3/4" = V-0" S3 Reviewed for Code Compliance Universal Engineering Sciences 8 wri ht ar`�crh i ct 11C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 8 Otto m0ft'q LICR x ah i x d' LO 00 00 CM N Q T_ 1 _4 Q M 00 >-- N CD T _ 00 N F, 0) N w F_ M 00 r' r ' wZ M [LO t- I ZX<_j i Jp W W/ �/� DO� ou- VJ LLJ I` U LO Z ui m C) Q vJ w O LL U) U O Q w o Co o Z Z �w Q z w W O DSM: DATE 1.0. 08/19/2021 Wft Pawl: E.C. SO17-20 OHM. 1.0. SME AS SHOWN SHEET SB3-03 ANCHOR ANCHOR RODS :.. DEVELOPMENT LENGTH,TYP #4 JOINT HOOP COLUMN BARS COLUMN HOOPS —� BEAM HOOPS TYPICAL CORNER ANCHOR BASE PL COLUMN H, COl BEAM BARS PLAN SECTION N.T.S. COLUMN BARS—` BEAM H COLUMN HOOPS TYPICAL INTERMEDIATE BEAD BEAM BARS I TYPICAL CORNER VERTICAL SECTION N.T.S. ANCHOR RODS TYPICAL RC COLUMN DETAIL REINFORCING N.T.S. EDGE EACH SIDE WITH g' RADIUS 1.2n :..,' . �.. VAPOR BARRIER PAD PREPARATION AS PER SOILS REPORT USE BONDING AGENT RECOMMEDATION BEFORE POURING NEW CONCRETE CONSTRUCTION JOINT DETAIL SCALE: N.T.S TYPICAL INTERMEDIATE 'S 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 2 CONTROL JOINT DETAILCONTROL JOINTS: CONTROL 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 (GONG SECTION) AND SHALL FORM SQUARE PATTERNS TO HELP REDUCE RANDOMLY ORIENTED CRACKS. #5 @ 18" O.C. BOTH 5 THICK CONCRETE DIRECTIONS MAT SLAB STANDARD ACI 900 HOOK DEVELOPMENT 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 22" 191r # 4 29" 25" # 5 36" 31" # 6 43" 38" 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) BAR SIZE BEND DIA "D" (INSIDE OF BAR) # 3 THRU #5 4db # 6 THRU #8 6db 12 db FOR 66db F'OR O 4" 4.M NIMUN 6 db FOR 4" MINIMU 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 Z 2 '/z" MINIMUM 1800 HOOK DETAILING DIMENSION , 900 HOOK NOTE: ALL REINFORCING SHALL BE BENT COLD - TYPICAL STANDARD HOOKS FOR PRIMARY REINFORCING TYPICAL REINFORCING BAR DETAILS TYPICAL DETAIL N.T.S. LAP- SEE GENERAL STRUCTURAL STANDARDS MAXIMUM SLAP, NOT MORE THAN 6" SPLICE DETAIL 6 MINIMUM FOR COLUMN, 12 MINIMUM FOR BEAMS BAR OFFSET 1db (1" MINIMUM.) BAR CLEARANCE S tE wri ht ark l cf IIC 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 `�. �'`.• 6cEps00'�� : Z �'A((� ••• �TATg OF i tir <ORIDA 40tiAL, 04 M Lo 00 00 M N 4 1 _4 Q cm 00 m w :D u- U) r_ 1- t') W W d- W �M _ °O � N N W I— M 00 J_ I M W C7 H 0 z w X .J w m Z) U 0 U U) U Lo Lo z v W Co 0 0 w ¢R w O u- U) 2 � Q ? oQ U)w -J o Co o Z z rw Q C/) W w U O 1.0. 08/19/2021 Dm: m: E.C. SD 17-20 OHM 1.0. sou AS SHOWN Reviewed for Code Compliance Universal aces enng FESB63'e O4sciences 3 CONCRET S4 SCALE: N.T.S E MAT DETAIL GENERAL T 3 26'-9" 26'-9" STEEL O.M.F. COLUMN W 8X67 M I o C1 - 10" REINFORCED CONCRETE SLAB OF cy m #5 @ 18" O.C. 3 F- ci TOP BOTTOM S13 O O aO STEEL O.M.F. COLUMN W 8X67 C1 —L—��---RC-2 RC-2-- L 1 CD CD COLD -FORMED STEEL STEEL O.M.F. m STEEL O.M.F. COLUMN W 8X67 m JOISTS 1200SJx250-97 @ COLUMN W 8X67 16" O.C. oo CV N I S16 O_ 0 M STEEL O.M.F. COLUMN W 8X67 STEEL COLUMN W 16X57 1 STEEL M.F. COLUMN W 21X9 A7 In BEAM B2 DETAIL I SCALE: 1"=1'-0" #4@6"0.0 AC (o �f 1 '-4" — ZI B2 #5 @ 8" O.C.TOP #5 @ 18" O.C. & #5 @ 18" O.C.BOTTOM TOP&BOTTOM 1 STEEL M.F. COLUMN W C.SLAB 6" O.C. - A7 2 B2 10" REINFORCED CONCRETE SLAB MAIN FLOOR FRAMING PLAN SCALE: 1 /4"= V-0" A7 BEAM B3 DETAIL SCALE: 1"=1'-0" #4 @ 6" O.C. - A7 1#6 miu J" DRAGON BOARD STRUCTURAL SUBFLOOR PER JOIST SPECIFICATION 2 STEEL O.M.F. COLUMN W 8X67 STEEL COLUMN W 16X57 10" REINFORCED CONCRETE SLAB 1 C 1696 STEEL M.F. COLUMN W 21X93 A7 BEAM B4 DETAIL SCALE: 1 "=1'-0" 1-4 #4 @ 6" O.C. - A7 1#6 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. CONCRETE SPECIFICATIONS PER SECTIONS 19.3.1 & 19.3.2 OF ACI 31$-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 11, 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 9' 14" 26" 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. LB5 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 12 2.5" 12" 5/8" G60 STANDARD G90 AVAILABLE 50 KSI MIN. GAUGE FLANGE WIDTH WED DEPTH STIFFENING LIP LENGTHS CORROSION PROTECTION YIELD STRENGTH wn ht Uarhl e cecf IIC 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 .11 NO"*9TZe :NZ =s' rgB�Iwl2cZi ♦ r1!!t LI E41op�`�� dD CD a0 co N ~ Q 1 41 Q 2 M D 00 .. >- rn (D 3 ~ Q F_ M W W d X M _ 00 r =- N N W a)� H Q I w J M Q Z O O X O J J LL m0- z o Q G7 Lo U Lo Z v W M o¢ z w O O U) H 2 U) 0 Q Q `n W J o m Z oZ '- W Q W w U11) O osm: aaE 1.0. 08/19/2021 om. pm: E.C. SD 17-20 CWD. 1.0. sore AS SHOWN SHEET SB3-05 1 26'-9" STEEL O.M.F. STEEL O.M.F. COLUMN W8X67 BEAM WSx76 �\ HORIZONTAL STEEL BRACE HSS 5.5x5.54 I COLD -FORMED STEEL JOISTS CO 1200SJx250-97 @ 16" O.C. I STEEL O.M.F. COLUMN W8X67—\ HORIZONTAL STEEL BRACE HSS 5.5x5.5x16" STEEL COLUMN W16x57 /71 COLD -FORMED M STEEL JOISTS BLOCKING PROVIDED BY STEEL JOIST MANUFACTURE TO TRANSFER 431 PSF IN PLANE SHEAR TO SUPPORTED WALL STEEL BEAM W16x31 STEEL O.M.F. COLUMN W8XU Q STEEL O.M.F. 26-9 BEAM W8X21 HORIZONTAL STEEL BRACE HSS 5.5x5.5xT' STEEL O.M.F. STEEL O.M.F. BEAM W8X76 COLUMN W8x7-6 STEEL O.M.F. COLUMN W8X67 :41 u HORIZONTAL STEEL BRACE HSS 5.5x5.5x 6 2 a' DRAGON BOARD STRUCTURAL SUBFLOOR B --- — -- B2 -- — — — B2— -- ---� = STEEL O.M.F. BEAM W8x67 STEEL O.M.F. BEAM W8x67 = STEEL O.M.F. COLUMN W18X67 HORIZONTAL STEEL BRACE N N HSS 5.5x5.54' ° I I STEEL COLUMN W16x57 t Com N N o i I o COLD -FORMED STEEL JOISTS 1200SJx250-97 @ 16"O.C. o o STEEL BEAM W16x31 HDR 3 HDR 3 HDR 2 HDR 2 HDR 3 HDR 3 5 N N S16 o o STEEL O.M.F / STEEL O.M.F STEEL O.M.F COLUMN W8x48 COLUMN W21x93 BEAM W21x68 HORIZONTAL STEEL BRACE HSS 5.5x5.5x' SECOND FLOOR FRAMING PLAN SCALE: 1 /4"= V-0" STEEL O.M.F (2 1 COLUMN W8x67 CONTRACTOR TO FOLLOW THE MANUFACTURERS ASSEMBLY INSTRUCTIONS PROVIDED BY THERMASTEEL, SUPERSTUD AND DRAGON BOARD. C STEEL O.M.F STEEL O.M.F STEEL O.M.F BEAM W21x68 COLUMN W21x93 3 COLUMN W8x67 BEAM SCHEDULE B1 HSS 8x4x-' B2 HSS8x64' 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. 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 SIMPSON STRAP C IF REQUIRED. 2-1200SJx250-97 40OT200-54 TRACK AT TOP & BOTTOM DETAIL 1: TYPICAL HDR1 SECTION NTS 10 S.T SCREWS, L= a' kCED @ 12" OC, TYP. fAi Ilc I 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 .�` %M4p•'•'�l FCF � �� rA .�N�A Ea��.�`. d � qD aa 00 cai N I- CY) 00 >- CV C W • � LL U) CO H CV) W W ao F rn N 00 T_ w 0 COCL O Z~ u_ZZ X J J J Z CL m 5 O W U r Lo Z W � oQp W Q w O � (n D O U Q N Q W J om Z o �w Z U) W w U 0 DM: DATE 1.0. 08/19/2021 oawN. Paa: E.C. SD 17-20 oay. 1.0. SME AS SHOWN Reviewed for Code Compliance SHEET U �lE e Sciences SB3-06 GENERAL ti 0 N 0 o Co T__ T 3 26'-9" STEEL O.M.F. 26'-9" STEEL COLUMN HORIZONTAL BRACE HSS 5.5 COLD- STEE 1200SJx250-97 C STEEL COLUMN HORIZONTAL BRACE HSS 5.° STEEL ( COLUMt THIRD FLOOR FRAMING SCALE: 1 /4"=V-0" PLAN HSS 5.5x5.54' CONTRACTOR TO FOLLOW THE MANUFACTURERS ASSEMBLY INSTRUCTIONS PROVIDED BY THERMASTEEL, SUPERSTUD AND DRAGON BOARD. "AL STEEL BRACE 5)3" 16 DRAGON BOARD TRUCTURALSUBFLOOR ).M.F. J W8X48 -AL STEEL BRACE 5x13g' IRMED STEEL JOISTS 50-97 @ 16" O.C. )NTAL STEEL BRACE ix5.5x 6 15 V8x48 BEAM SCHEDULE B1 HSS 8x4xj" B2 HSS 8x6xg" 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 26.5-113 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 THERMASTEELSTRUCTURAL HEADER PANEL HDR3 BOXED 800S250-54 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. S I wri ht Rark, ecf 1C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 �P�.•''610E/rp�0��. NO. 89728 : 9 O.11 '• 8 A OF � W: /0111 l l 1 %0\ CD M Lo 00 W M N r' Q 1 M 00 >- N Q0 I W 5 W U) I_ Co W W l 07 M _ 00 N �m N W I— M 00 ' W Co O _jQ z~ 1'j m � _ C ~ U) U L0 Z v W `y' o¢ 0 W UO LL O U) F2-: QO Q o W m oz z W Q z W w L) ru osaf: WE I.O. 1 08/19/2021 ' E.C. LSD 17-20 ' 170. 1 AS SHOWN ' DETAIL 1: TYPICAL HDR1 Reviewed for Code Compliance Universal Engineering Sciences SHEET SB3-07 GENERAL n O N 0 0 M 1 26'-9" STEEL COLUMN HORIZONTAL BRACE HSS 5.5: COLD-FC STEEL J 1200SJx250-97 @ 1i STEEL 0 COLUMN ROOF FRAMING PLAN SCALE: 1 /4"=1'-0" HSS 5.5x5.54' 0-1-CM n nn C O 26'-9" FAL STEEL BRACE .5xfs3 , '' DRAGON BOARD STRUCTURALSUBFLOOR .D-FORMED EL JOISTS 1200SJx250-97 6" O.C. 1.F V8x31 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. 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 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 e wri ht oarkre, cf IIC 154 Nrog Street, #125 Atlanta, GA 30307 404-218-8460 d' Q0 M 10 Co N 1` Q I cQ r G Co 00 >- N GO � H D LL U r � M W W n U M M 00 T_ M Q- Q z H 0 X IL J O m U) U L0 Z v W Cy) ❑ o¢ W w oLL O U) U) Q 0 U Q o w Co o Z Z w Q z LU w Al OSON: DT 1.0. 1 08/19/2021 E.C. LSD 17-20 ' CONTRACTOR TO FOLLOW THE MANUFACTURERS ASSEMBLY INSTRUCTIONS PROVIDED BY THERMASTEEL, SUPERSTUD AND DRAGON BOARD. Reviewed for Code Compliance Urvversal Engineering Sciences OHM. 1.0. 1 AS SHOWN SHEET SB3-08 0 i� 0 CV C C C ' 26'-9" GARAGE WALL PLAN SCALE: 1 /4"=V-0" 3 26'-9" 2 3 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. 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 26.5-1B OF ASCE7-16 164 MPH ALLOWABLE STRESS DESIGN WIND SPEED, Vasd 127.04 MPH 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 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 (96" 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 5.511 _4nj # 5 VERTICAL REBAR @ 16" O.C. AT CENTER OF WALL 2#4 HORIZONTAL @ 18" O.C. CONTINUOUS RC2 9' 2 # 5 VERTICAL REBAR @ 16" O.C. AT EDGE OF WALL 2#4 HORIZONTAL @ 18" O.C. CONTINUOUS Reviewed for Code ConVhwce Universal Engineering ID Sciences 0 I E wri� ,ht �arhifec� IIC 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 ucexsF •. o� , No. 89728 10 �IFi12d�� :' a - '• STATE OF 4/ ORION. ••' + ' W M _Z ~ �W J J W m � 0 U) U W 0 LLJ U) Q _.J 0 Z w U O 144, f9 PM to 00 00 M N Q r Q r' cam' M co >- rn m H cy) W W 1 H U) M 2 00 � N N W I-- cy) 00 f` trn 0) CM oQ 0 zE U 0 O Ii r3 O U CD w 0 m o Z �W U) z W DM: ah 1.0. 08/19/2021 Df m E.C. Pmll: SD 17-20 MD: SMME I.O. AS SHOWN SHEET SB3-09 o_ 0 M ¢[ 3 1 26'-9" STEEL O.M.F. COLUMN W8X67 STEEL O.M.F. W8X67 HORIZONTAL STEEL BRACE HSS 5.5x5.5xJ' 11 A 1IIIA SW C-11 STEEL O.M.F. W8X67 STEEL BEAM W16X31 In STEEL O.M.F. W21X68 17—STEEL O.M.F. W21X68 3 2 �91Ii� Al 3 26'-9" STEEL O.M.F. W8X67 a j< SEE SIMPSON HOLD-DOWN SCHEDULE BELOW, TYP. will Im a mt 1¢ aIMIN f< <1 fili 1> milIm STEEL O.M.F. W8X67 SW C-11 1a III A 0 \HORIZONTAL STEEL BRACE HSS 5.5x5.5x7' /�21 la MAIN 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. ra STEEL BEAM W16X31 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 It 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 26A 1-1 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 SW 1-11 & SW 3-11 , 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 2-11 (STUDS) MOVING SIDE 1-3/8", STATIONARY WITH 2-#10"-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-11 & SW C-11 (STUDS) MOVING SIDE 1-3/8", STATIONARY WITH 2-#10"-3/4" TECHNICAL SIDE 16" ON CENTER, EPS DENSITY 1.5 PCF. SCREWS @ EACH STUD EACH SIDE 12'- 0" HIGH" * INSTALL HOLD-DOWN "A" @ 35" UN ALL SHtAK VVALLS, Ktt-tK I V HOLD-DOWN SPECIFICATION HOLD-DOWN SPECIFICATION MARK SPECIFICATION SIMPSON STRONG TIE MODELSTRAP HOLD DOWN STHD14 , ZINC A COATED OR GALVANIZED, STUD GAUGE 20 MINIMUM SPACING @ 36" O.C, FASTENERS 30 # 10 SCREWS Reviewed for Code 93 Compliance Universal Engineering Sciences 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 783 PLF AND OUT OF PLANE SHEAR 82 PSF. - THERMASTEEL TO PROVIDE INTERNAL HURRICANE PANELS TO RESIST IN -PLANE SHEAR 668 PLF. CONTINUITY OF SHEAR HOLD-DOWN DEVICES MUST STACK UP VERTICALLY WITH MAX OFFSET OF 3'-0", IF ANY. wri ht ck l e IIC 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 MMONAM,��ii ..........Fp • y10ENS� •. O� �: NO. 89728 * -z �A ' �Y�1)Z�tar � I* '. STAT OF /#ONA1.,E G`��• CZA (D a0000 N r' O Q Q M a >- N W I- • D 11 Co 1= •' W 1- � C 2 CO d' 0) N W c F- J ' W J M a Z~ 0JQ _E ED Q J J J CL II W mZ) z_Q Q = �U) W r U to Z W o0 W UiO w 0 u- U) _ (n D 0a U Q U)W om oz Z rW Q CO W w U 0 Dm: WE 1.0. 08/19/2021 OWN. PRIM; E.C. SD 17-20 CmD: 1.0. SM41LE AS SHOWN SHEET SB3-1 0 t` NN 0 0 M ml 1 1 26'-9" L-�,HORIZONTAL STEff L BRACE HSS 5.5x5.541 Col SW B-21 B N �1 Cal 1113 SW C-21 1 SECOND FLOOR WALL PLAN SCALE: 1 /4"=1'-0" STEEL O.M.F. COLUMN W8X48 O.M.F WBX48 EL O.M.F W8X48 5-mm I1112 111MIA N milli lid 1EiM 4C .. Ii1I •E N 3 26'-9" STEEL O.M.F. BEAM W8X21 3 S1 O.M.F W8X48 SEE SIMPSON HOLD-DOWN SCHEDULE BELOW, TYP. STEEL O.M.F W8X48 N 1U) rn Im B SW B-21 EILI f j N I?M Im SW C-21 HORIZONTAL STEEL BRACE HSS 5.5x5.5xTg' Eel I i n. 110 STEELO.M.F.W8X48 0 M STEEL O.M.F. W8X48 O 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 SPEED, Vasd 127.04 MPH 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 1-318", STATIONARY WITH 2-#10"-3/4" TECHNICAL SIDE 16" ON CENTER, EPS DENSITY 1.5 PCF. SCREWS @ EACH STUD EACH SIDE 12'- 0" HIGH*, TTHERMASTEEL 5 112" 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 11B11 @ 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.C, FASTENERS 30 # 10 SCREWS Reviewed for Code Comphanr e Universal Engineering Sciences 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 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 VERTICALLY WITH MAX OFFSET OF 3'-0", IF ANY. wri ht Rrceclrhi IIC 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 `��MOHAIf�►�c� 7�i�� ••��.1GENSF•.0�� No.88728 ';9= p ST 1 E OF � !V SS 0NA1- k?G �//llf11113\ d � CO Lo 00 00 M N ~ Q O 1 Q • Co 10 o >- N W 5^ L� U) � M W W 1 F— w M = 00 a CV CV W I — Co z I a O 0- C'M zf O J LJ.. �Jz O W U) _ U) U) U f` Lo z � W "' 0 oQ 0 w z w0 w O Q 0 Q W C7 o z z — W U) L LJ W U O usml: MME 1.0. 08/19/2021 DM: pm: E.C. SD 17-20 1.0. AS SHOWN SHEET SIB3-1 1 L 0 0 M C 1 S13 T__ 26'-9" H E 1 M m 0 26-9" i eTGG1 n nn G J 1 LLL V.IVLI VYV/\V I 1 Z o THIRD FLOOR WALL PLAN SCALE: 1 /4"=1'-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. O U IZONTAL STEEL BRACE 5.5x5.5xT' 6 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 HURRICANE PANELS , GAUGE 16 MINIMUM, TRACK WITH 1-1/4" LEG, ATTACHED STIFFENERS (STUDS) MOVING SIDE 1-3/8", WITH 2410"-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 2-#10"-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 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 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 I wriht crhifecl 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 `\�� MOHAINF� �iii �•I,ICENS�o•.O� �! m� No.89728 y C STATE OF 14, '-fZORIOP.•' !?� NT CD 00m Q 1 Q CO 00 N Ld I--- llD^ LL U) IN ,Ce) W IN- W 1 r U) M 2 °O N wct W N N W I-- M 00 w Q W M W 0— U) Z Z ~ 0 0 0 J J �0-LL.>a m Q TZ — V/ U L0 Z v W M 0 0 C) LLJ fY w o O L (A F _ CA � O 1n U Q uJ 6O om z 9. N Q � �> �� W UE0 w -' 0. am: DATE 1.0. 08/19/2021 omit pm: E.C. SD 17-20 Clew: Srxe I.O. AS SHOWN HOLD-DOWN DEVICES MUST STACK UP VERTICALLY WITH MAX OFFSET OF 3' 0", IF ANY. SHEET SB3-12 2 2 S131-14 SB1-14 W8x31 W8x31 ROOF. 1 �__ALL S61-14 ROOF. W8X31 W8x31 1 SB1-14 W8x31 �W8x31 W8x31 W8x31 W8x31 W8x31 4 SB1-14 W8x48 W8x48 4 S61-14 THIRD FLOOR. 3 W8x48 W8x48 THI SB1-14 \ J� n t � RD FLOOR. 3 V V W8x48 W8x48 W8x48 ar er o / W8x48 W8x48 W8x48 rc 1 1 I a Ci 12 12 154 Kroq Street, #125 SB1-14 SB1-14 6 W21 x68 W21 X68 SB1-14 a� z a avo03o� SECOND FLOOR. 5 W8x76 W8x76 S61-14 SECOND FLOOR. 7 - SB1-14 W21 X93 W8X67 W21 X93 \Wcz / W8x76 W8x76—.9 N° *s>28 z W8x76 op 16"X18" RC 16"X18" RC s61-14 '�,�'s�' �oRiaA ,.• '�� BEAM BEAM SB1 14 10 MAIN FLOOR. 16"X18" R 16 X18 R 777777:77B AM BEAM MAID E 10 N FLOOR. 16"x30" RC 16"x30" RC 16"x30" RC ' SB1-14 ` C4 COLUMN COLUMN COLUMN Lo 00 5"X18" RC 5"X18" RC 15"X18" RC- 00 e� COLUMN COLUMN COLUMN NQ Q GROUND FLOOR. y,s7v r+3 u' GROUND FLOOR. �1 N r • r. ,. s ._ �,an V, A ORDINARY STEEL MOMENT FRAME 1 ORDINARY STEEL_ MOMENT FRAME Lij 2 w OSCALE 3/16" = 1'-0" S13 SCALE 3/16" = 1'-0" S13 00 c 0) N W I-- cM 00 HORIZONTAL STEEL o BRACE HSS 5.5:K5.5xT3,' 9 _ s61-1 a W8x48- W8x48 W8x48 W8x48 13 140 5 M n Wc J THIRD - $ S14 S14 G Q S131-14 W16x31 z ~ 0 W W21 x68 Q i< :` W8x48 W8x48 W8x487�7 J J �6 W W8x76 W16x57 COLD FORMED STEEL m W SB1-14 JOISTS 1200SJx250-97 @ Q �-- Q W8x76 W8x76 16" O.C. U LL SECOND FLOOR. 7 S61-14 14 SB1-14 W8x76 W8x76 LI-J „ „ W8x76 COLUMN C 11" REINFORCED Z 0') CONCRETE WALL LLJ 10 cl o p SB1-14 co z 10 LLI w O SB1-14 0 LL MAIN FLOOR. 10 z SB1-14 U) �- Z C U) U O <t 1 Q w 6X RC 18 RC 16 X18 RC 6 X18 RC 6 X18 COLUMN -COLUMN COLUMN COLUMN a z Z w , Q U) W W GROUND FLOOR. re 7 U O .,:.,.._ .. .�• a, .,_�. ..... ,,. n4 ._ ».. �.. • r �... a. ,., ..„ <., ,,, .+: , .,., .�., , • , , .:-,. .... tn«. ,r,.,,-_, , .aa u,stia. om: DATE 1.0. 08/19/2021 Deft pm: E.C. SD 17-20 cm: sc&E CANTILEVERED STEEL BEAM DETAIL 4 Revewed foralErtg eer 1.0, AS SHOWN ode ORDINARY STEEL MOMENT FRAME e 4 ® SCALE 3/16" = 1'-0° S13 O SCALE 1/4" = 1'-0" S13 ��rcmE �'"9 SHEET S�� SB3-13 PLATE 0.75"x8o"x14.0" A572 Gr.50 PLATE 0.75"x8ff"4.0" A572 Gr.50 PLATE 0.75"x8.0"x15.0" A572 Gr.50 PLATE 0.75"x8.0"x15.0" A572 Gr.50 OMF COLUMN W 8x31 OMF COLUMN W 8x31 OMF COLUMN W 8x67 OMF COLUMN W 8x67 PJP WELD TYP. EACH PJP WELD TYP. EACH PJP WELD TYP. EACH PJP WELD TYP. EACH PLATE 0.75"x8.0"x75.0" A572 Gr.50 SIDE SIDE PLATE 0.75"x8.0"x14.0° A572 Gr.50 SIDE SIDE PJP WELD TYP. EACH PJP WELD TYP. EACH PJP WELD TYP. EACH PJP WELD TYP. EACH PJP WELD TYP. EACH PJP WELD TYP. EACH kl. SIDE 0® SIDE OMF COLUMN W 8x31 SIDE 8 ® SIDE SIDE OMF COLUMN W8x67 SIDE 4- 7/8" BOLTS A325-N"44-718" BOLTS A325-N ® 4- 7Z' BOLTS A325-N 0„ 4- 718" BOLTS A325-NOMF BEAM W 8x31 -OMF BEAM W8x67 lliOMF BEAM W Sx31 OMF BEAM W 8x31 ® OMF BEAM W 8x67 OMF BEAM W8x674- 7/8" BOLTS A325-Ntfi4- 718" BOLTS A325-N View Detail Side view Front view Top view Front View Detail Side view Front view Top view OMF DETAILS 1 OMF DETAILS 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"x14.0" 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 8x31 PJP WELD TYP. EACH OMF COLUMN W 801 PJP WELD TYP. EACH OMF COLUMN W 8x46 OMF COLUMN W 8x46 PJP WELD TYP. EACH PJP WELD TYP. EACH w // ■ „ SIDE SIDE PLATE 0,75"x8.0"x14.0"A572 Gr.50 `j\/ �' ht PJP WELD TYP. EACH PJP WELD TYP. EACH " SIDE SIDE PLATE 0.75"x8.0"x 14.5" A572 Gr.50 Y v ®® SIDE ® SIDE PJP WELD TYP. EACH SIDE Pip WELD TYP. EACH Sir E WELDPip TYP. EACH OMF COLUMN W 8x46 SPJP IDELD TYP. EACH OMF COLUMN W8x31 SIDE n �� 4- 7/8" BOLTS A325-N 14.0" 4- 7/8" BOLTS A325-N 4- 7/8" BOLTS M W 8x Orchl OMF BEAM W 8x31 n ®14$' ® 4- 7/8" BOLTS A325-N OMF BEAM W 8x48 e ® OMF BEAM W 8x31 OMF BEAM W 8x31 OMF BEAM W 8x48 ^ ® OMF BEAM W 8x48 I I`i 4- 7!8" BOLTS A325-N �� '� 4- 7/8" BOLTS A325-N 154 Krog Street, #125 AtWnta, GA 30307 Front View Detail Side view Front view Top view Front View Detail Side view Front view Top view 404-218.8460 OMF DETAILS OMF DETAILS e SCALE: N.T.S. S14 ` moM SCALE: N.T.S. 441 PLATE 0.75"x8.0'x14.5" A572 Gr.5D PLATE 0,75"x8.0"x14.5" A572 Gr.50 PLATE 0.75"x8.0"x145" A572 Gr.50 PLATE 0.75"x8.0"x14.5" A572 Gr.50 ��, •,� �_ 89728 : 9 OMF COLUMN W 8x48 OMF COLUMN W 8x48 Z PJP WELD TYP. EACH Pip WELD TYP. EACH OMF COLUMN W 8z48 OMF COLUMN W 8x48 „ SIDE SIDE PLATE 0.75"x8.0"x14.5" A572 Gr.50 PJP WELD TYP. EACH PJP WELD TYP. EACH 9 PJP WELD TYP. EACH PJP WELD TYP. EACH SIDE SIDE PLATE 0.75"x8.0"x14.5" A572 Gr.50 SIDE SIDE PJP WELD TYP. EACH PJPSIDEWELD TYP. EACH PJPEWELD TYP. EACH OMF COLUMN W 8x48 SPip IDELD TYP. EACH '• �r �e Of ®® OMF COLUMN W 8x48 SIDE ® 4 @ ® 4- 7/8' BOLTS A325-N „ Q �\ 14,511 4- 7/8" BOLTS A325-N '''• O FDA 14 5' 4- 7/8" BOLTS A325-N 4- 7!8" BOLTS A325-N '/j S/ OMF BEAM W 8x48 ® t OMF BEAM W 8x48 J//, 11\\ ®® OMF BEAM W 8x48 OMF BEAM W 8x48 ® ® OMF BEAM W 8x48 OMF BEAM W Sx48 4- 7/8' BOLTS A325-N r' 4- 718" BOLTS A325-N Front View Detail Side view Front view Top view Front View Detail Side view Front view Top view OMF DETAILS s OMF DETAILS 9 d 00 M SCALE: N.T.S. S14 SCALE: N.S14 5116 EACHSIDELLETTYP. Q r T.S. 1 OMF COLUMN W 8x67 DOUBLE FILLET TYP. •- r 5/16 EACH SIDE Pip WELD TYP. EACH ("Q PLATE 0.75"x8.0"x 14.5" A572 Gr.50 PLATE 0.75"x8.0"x14.5" A572 Gr.50 PLATE ZVYx18" A36 OMF COLUMN W 8x67 OMF COLUMN W 8x67 5116 SIDE DOUBLE FILLET TYP. 5/16 EACH SIDE "N ANCHOR 4- 1A449-NCHR q OMF COLUMN W Sx48 OMF COLUMN W 8x48 4- 1" A449-N ANCHOR N PJP WELD TYP. EACH PJP WELD TYP. EACH PLATE 0.75"x8A"x14.5" A572 Gr.50 ^ 15�, PLATE 2"x18"x15" A36 RODS, MIN. 12" PLATE 2"x15"x18" A36 ODS, MIN. 12" Q) SIDE SIDE CONCRETE EMBEDMENT CONCRETE EMBEDMENT PJP WELD TYP. EACH PJP WELD TYP. EACH PJP WELD TYP, EACH W ®� SIDE ® SIDE OMF COLUMN W8x48 SIDE 4-1"A449-N ANCHOR REINFORCED CONCRETE REINFORCED CONCRETE ®® RODS COLUMN 18"x15" COLUMN 18"x15" 14 5° 4- 718" BOLTS A325-N 1 �� °. D LL ® 4- 7/8" BOLTS A325-N OMF BEAM W 8x48 - (n ® OMF BEAM W Bx48 OMF BEAM W 8x48 �. F- � 4- Vs., BOLTS A325-N W „ „ W r- „ ^ I Front View Detail Side view Front view Top view Front View Detail Top view Side view Left view OMF DETAILS 4 OMF DETAILS 10 r(�� PLATE 0.75"x8.0"x27.1' A572 Gr.50 r--+ _ � SCALE: N.T.S. S14 5/16 DOUBLE FILLET TYP. EACH SIDE OMF COLUMN W 8x48 SCALE: N.T.S. 14 DOUBLE FILLET TYP. �"'� CN PJP WELD TYP. EACH •' OMF COLUMN W 21 z93 5116 EACH SIDE (2) PLATE 0.44"x7.13"x3,92" A572 Gr.50 EACH SIDE SIDE PLATE 0.38"x7.86'k15' A572 Gr.50 DOUBLE FILLET TYP. OMF COLUMN W 21x93 PJP WELD TYP. EACH STEEL BEAM W 16x31 PLATE 2"x16'Sc30" A36 PJP WELD TYP. EACH N PJP WELD TYP. EACH 4-718" BOLTS A325-N 5/16 EACH SIDE � SIDE SIDE (2) PLATE 0.44"z7.13"x3.92" A572 Gr.50 EACH SIDE OMF COLUMN W 21X93 5/16 SIDE M WBX48 A992 4- 7/8" BOLTS A325-N DOUBLE FILLET TYP. 4- 1" A449-N ANCHOR 4- V A449-N ANCHOR 00 (4) 7/8' A490-N STEEL BEAM W 16x31 PLATE 0.75"x8.0"x27X' A572 Gr.50 �� EACH SIDE PLATE 2"xl6"x30" A36 RODS, MIN. 12" PLATE 2"x16"x30" A36 RODS, MIN, 12" 5116 P0.38x7.86x15.02 A36 3 " CONCRETE EMBEDMENT CONCRETE EMBEDMENT PJP WELD TYP. EACH PJP WELD TYP. EACH SIDE SIDE 4-1"A449-N ANCHOR REINFORCED CONCRETE REINFORCED CONCRETE W16X31 A992 5/16 WELD TYP. EACH o OMF BEAM W 21x68 4- 718" BOLTS A325-N RODS COL 1 x COLUMN1 x PJP WELDTYP. EACH SIDE p OMF BEAM W 8x48 SIDE PJP WELD TYP. EACH SIDE 4- 7/8" BOLTS A325-N OMF COLUMN W 8x48 ° 5/16 WELD TYP. EACH " " " " SIDE 5116 DOUBLE FILLET TYP. Side view-1 To view Front View Detail Top view Side view Left view 01) W EACH SIDE PLATE 0.75"x8.0"x27.1" A572 Gr.50 Side view-2 OMF COLUMN W8x48 PJP WELD TYP. EACH OMF DETAILS 11 Z �- O F�- SIDE $�• SCALE: N.T.S. 1 Q X � W ®® ®® PJP WELD TYP. EACH W 1 Q ®® SIDE PLATE 0.75"x8.0"x27.1"A572 Gr.50 PLATE 0.75"x8.0'k27.1"A572 Gr.50 J W OMF COLUMN W 21X93 OMF COLUMN W 21X93 W OMF BEAMW21X �8 2, 3„ IDE SIDE m PJP WELD TYP. EACH PJP WELD TYP. EACH 4- 7/8' BOLTS A325-N " SL PJP WELD TYP. EACH PJP WELD TYP. EACH r) f�/) o o SIDE SIDE V A O ® LL ®® ®® 4- 718" BOLTS A325-N PLATE 0.75"x8.0"x27.1" A572 Gr.50 n OMF DETAILS.OMF BEAM W21X Pip WELD TYP. EACH S14 27 1 SCALE: N.T.S. Front view OMF COLUMN W21X93 SIDE �/ „ ®® 4- 7/8" BOLTS A325-N OMF BEAM W 21 X68 V ) PLATE 0.75"x8A'V5.0" A572 Gr.50 PLATE 0.75"x8.0"x15.0" A572 Gr.50 ® ® OMF BEAM W 21X68 V L0 OMF COLUMN W8x67 OMFCOLUMN W8x67 „ „ Z M lql- PJP WELD TYP. EACH PJP WELD TYP, EACH SIDE SIDE PLATE 0.75"x8.0"x15.0" A572 Gr.50 4-718" BOLTS A325-N W g" Front View Detail Side view Front view Top view Q Pip WELD TYP. EACH PJP WELD TYP. EACH Q ®! SIDE SIDE OMFCOLUMNW8x67 z ® ®� 4- 7/8" BOLTS A325-N OMF DETAILS 12 W ® 15 0" 4- 7/8" BOLTS A325-N OMF BEAM W 8x67 SCALE: N.T.S. S14 p O ®� OMF BEAM W 8x67 OMF BEAM W 8x67 ® !^ F = „ „ 4-718"BOLTS A325-N Z V PLATE 0.75"x7.0"x21.9" A572 Gr.50 PLATE 0.75`x7.0"x21.9' A572 Gr.50 O Q Front View Detail Side view Front view Top view to W O M F DETAILS a STEEL COLUMN W 16x57 PJP WELD TYP. EACH STEEL COLUMN W i6X57 WELD TYP. EACH O co SIDE SIDE OZ S14 DOUBLE FILLET TYP. PJP WELD TYP. EACH PJP WELD TYP. EACH Z W SCALE: N.T.S. 5,16 EACH SIDE ® SIDE 00 SIDE co OMF COLUMN W 16x57 DOUBLE FILLET TYP. OMF COLUMN W 16x57 PJP WELD TYP. EACH ° W W EACH SIDE ® 8 ® PLATE 0.75"x7,0"x21.9" A572 Gr.50 SIDE PLATE 2'x12"x26" A36 5/16 STEEL COLUMN W 16X57 PJP WELD TYP. EACH U OMF COLUMN W 16X57 5/16 21.9" STEEL BEAM 4- 7/8" BOLTS A325-N SIDE 4- 1" A449-N ANCHOR W 16x31 RODS, MIN. 12" 4- t" A449-N ANCHOR ® _STEEL BEAM W 16x31 STEEL BEAM DOUBLE FILLET TYP. RODS, MIN. 12" All PLATE 2"xi2"x26"A36 CONCRETE EMBEDMENT PLATE 2"x12"x26"A36 2 " 5116 EACH SIDE CONCRETE EMBEDMENT W i6x31 \\ ®® � � D90N: atiE REINFORCED CONCRETE REINFORCED CONCRETE \ 4-718" BOLTS A325-N I.O. 08119/2021 4- 1"A449-N ANCHOR COLUMN 12"x26" COLUMN 12"x26" 4- 718" BOLTS A325-N RODS - ,� Front View a al Side view prime • ron wew w E.C. SD 17-20 CHO: sou I.O. AS SHOWN Front View Detail Top view Side view L If view Re C�viewed 1anceor SHEET OMF DETAILS E14 OMF DETAILS S 4 UnverSciEngineerng��-Sc ences SCALE: N.T.S. 4 SCALE: N.T.S. --— W8x31 ROOF.- i. CV r THIRD FLOOR. D FLOOR. MAIN FLOOR. GROUND FLOOR, SECTION 1 SCALE:1/2"=1'-0" S15 COLD -FORMED STEEL JOISTS 1200SJx250-97 @ 16" O.C. 5/8" TYPE X GYP 3.5" THERMASTEEL PANEL TYP. MSTC-28 HIGH -CAPACITY STRAP @ EACH FACE OF WALL SPLIT TOP TRACK 3.5" THERMASTEEL PANEL COLD -FORMED STEEL JOISTS 1200SJx250-97 @ 16" O.C. TYP. MSTC-28 HIGH -CAPACITY STRAP @ EACH FACE OF WALL SPLIT TOP TRACK1. I �� I I �I. I COLD -FORMED STEEL JOISTS 1200SJx250-97 @ 16" O.C. I I II! 3.5" THERMASTEEL PANEL 3 SPLIT TOP TRACK W21 x68 W21 x93 COLD -FORMED STEEL JOISTS I I SIMPSON STRAP HOLD DOWN 1200SJx250-97 @ 16" O.C. STHD14, STUD GAUGE 20 ° MINIMUM SPACING @ 48" O.0 n #5 VERTICAL REBAR @ 18" O.C. D 11" CONCRETE WALL (RW2) D ee D D> #6 VERTICAL DOWELS @ 18" O.C. N 3 0 2#4 HORIZONTAL @ 18" O.C. Q D N Z 5" CONCRETE SLAB 5"CONCRETESLAS < ' a — 95%G COMP. FILL 95%COMP. FILL a SECTION 2 z^. •cLR. Q > 4� UNDISTURBED SOIL SCALE:1/2"=1'-0" S15 2"CLR. d W8x31 — 12-0 18'k3T CONCRETE COLUMN (C2) "&V O.C. TIES 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: NITS I 0 wri ht Rark f Ilc 154 Krog Street, #125 Attanta, GA 30307 404-218-8460 VICE/VSF..,,p1P J� No. 88728 . ,6 8J15�214 Q M 00 � N h I 00 N 't P N W CM co ' W M W ' z>_ F- J X Q — J W ❑ 0- co U 1` Lo Z � W ce) oQ v//J W I1. O O Cn _ Q F O Q W O oz Z W Q z W w U O DM: DATE 1.0. 08/19/2021 DIIINA pm: E.C. SD 17-20 1.1.0. AS SHOWN Reviewed for Code Cmnphance FESB63 Universal Engineering SGe� —15 a 24 GA. End Metal Top and Bottom (iypical) 9 (3/4" x 2 1/4" x Panel Width) 10" THICK CONCRETE SLAB 14xi8 (04) 2#5 VERTICAL REBAR O 1 T' O.C. 11"RC WALL RC WALL 7---BASE FLOOD ELATION VERTICAL DOWELS @ 18" 2#4 HORIZONTAL @ 18" O.C. —a @ 18"O.C. .— 45 a 12, O.C. EACH STEP, TYP, THICK CONCRETE 1- #5 EACH STEP, TYP, @ 1I5 VERTICAL REBAR 0 16" > 9" O.C. O.C. AT CENTER OF WALL — ®18'O.C. � FLOOD ELEVATION 55"RCWALL / 0509"O.C. #5012"O.C. IL A- OSTAIR DETAIL SCALE 1/2" = 1'-0" S1 Standard 18GA Top Track With 1-1/4' Leg r 610, %9/110 �/ e9/1,10 01, 1/10 `s % pal rVo 20 Ig 11,10 � r / 0.50 THERMASTEEL HEADER DETAIL SCALE: N.T.S. 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. J r�1�1 M 000 0 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 16' . INTERIOR FACE OF PANEL 7-5/8"-18GA C WEB STIFFENER TYP. @ EACH END OF HEADER ALL STRUCTURAL WALL STUDS & ALL STRUCTURAL HEADER MATERIALS TO BE CALLED OUT BY THERMASTEEL MANUFACTURER 2-/4"-24GA STANDARD END � L-METAL EXTERIOR FACE OF PANEL eTHERMASTEEL HEADER DETAIL e S16 SCALE: N.T.S. S16 120OT200-68 TRACK, CONTINUOUS. ATTACH TO EACH STUD IN THERMASTEEL WALL USING (6) #10 SCREWS 2" X 7' X 68 MIL CLIP ANGLE, 11" TALL, AT EACH JOIST. USE (6) SCREWS EACH LEG TO JOIST AND TRACK THERMASTEEL WALL PANEL THERMASTEEL BEARING WALL. SHEAR FASTENING OF WALL SHALL EXTEND THROUGH 12" DEEP SUPER STUD FLOOR JOIST SYSTEM: DRAGONBOARD FLOORING INTO CONCRETE SEE SCHEDULE FOR STYLE AND SPACING BELOW, AND MUST BE AT LEAST 2" AWAY FROM ALL DRAGONBOARD EDGES OR JOINTS. r 3/4" DRAGONBOARD FLOORING: EXTENDING ACROSS TOP OF THERMASTEEL WALL PANELS. 120OT200-68 TRACK, CONTINUOUS. ATTACH TO SEE MANUFACTURER'S INSTALLATION EACH STUD IN THERMASTEEL WALL USING (5) INSTRUCTIONS FOR SCREW FASTENING #10 SCREWS PATTERN TO JOISTS. 2" X 7X 68 MIL CLIP ANGLE, 11" TALL, AT EACH JOIST. USE (6) SCREWS TO JOIST. USE (2) 1/2" DIA. X MIN. 3-3/4" LONG HILTI KWIK HUS-EZ SCREW ANCHOR . O O O O O • THROUGH TRACK INTO CONCRETE. 00000Do0o� .. a a CONCRETE BASEMENT WALL ,c 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 REDUQLD BELOW 18". ongue & Grove L Leading Edge Me 4 1/4" x Panel F "C" Channel (Typ x 3/4" x Panel Mode EPS panded Polystyren Horizontal Wirecl (Optional) I Wirechaee also Reel Wall Panels NH fly. •fmn+ of (1220 MM MAX) Front of Panel (Exterior Side) 5 1/2" 1 3/4" 1" (1220 MM MAX) Back of Panel (Interior Side) 1" 2 1/4" IF 1 5/8" 1/2" 1 3/41' 1 5/8 2" 5 1/2" Hurricane Panels Moving side 1-3/8" Max Spacing Between Studs Stationary Side 16" On Center Wire Chase Not Available for Panels Taller Than 9' (C600) HURRICANE WALL DETAILe2 SCALE: N.T.S. S16 THERMASTEEL BEARING WALL PANEL 120OT200-68 TRACK, CONTINUOUS, ATTACH TO EACH STUD IN THERMASTEEL STEEL BEAM W16x31 WALL USING (6) #10 SCREWS 120OT300-68 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. 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. 0000000 CANTILEVERED PORTION OF SUPERJOIST, AS WELL AS AREA WITHIN 18" OF BEARING WALL, SHALL BE UNPUNCHED. Reviewed for Code Compliance UniversalSIDN rgin•erxlgrginBerntg wri ht Rar ct IIC 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 Z. vie N4:-.0� .�: NO. 89728 _ �O� •., sTA OF t �� i��'!��ORIOp.''' ,4`I� ;QNa� t%!!6�• d cfl a °� N 1` Q— O 4 • cL, CO 00 a } N 0) W � a s /D^ LL VJ co CO © W I`- W a N I LL u 00 W in H 00 ff —11 r 1 CY) N' V Z V/ < J mZ o 0 U to to Z d- W co Q 0 W0 W OW O u) � _ Q O Q (1) —� W o co o Z Z �W Q CO W W O D": DATE I.O. 08/19/2021 Dnvex R+W: E.C. SD 17-20 10. AS SHOWN SHEET SB3-16 JOIST-TO-THERMASTEELPANEL DETAIL e SCALE: N.T.S. S16 JOIST-TO-CONRETE WALL DETAIL �s'1 SCALE: N.T.S. S16 JOIST -TO -CANTILEVERED THERMASTEELPANEL DETAIL e SCALE: N.T.S. S16 THIRD FLOOR LINE ,f-- 5-3 21-11 2111 53 "I WINDZONE 5 WINDZONE4 WIND ZONE 4 WIND ZONE 5 W40 ZONES WINDZONEd 1 1 710 WIND WND ZONE4 rlr WND ZONES b SECOND FLOOR LINE WIND ZONE 5 MOIN FLOOR LINE m WIND ZONE 5 GROUND FLOOR LINE b MNOZONE4 WINDZONE4 ��1 I I WINDZONES ,)WALL WIND ZONES - FRONT ELEVATION 1 SCALE 1/8" = 1'-0" S17 '-- 5-3 21-11 21 -1 V 5-3 A n000veHrs r,NWA -LL WIND ZONES - BACK ELEVATION SCALE 1/8" = 1'-0" S17 ,�-- 5'-3" 22' 5'-3" --� ROOF LINE WINOZONE5 WINOZONE4 WINOZONE5 W- 7 THIRD FLOOR LINE 43'-4" WIND ZONE WINDZONE4 W- 7 SECOND FLOOR LINE I WIND ZONE 5 MAIN FLOOR LINE A WNDZONE4 III WIND ZONE WIND ZONE 4 WIti�S � WINDZONE4 ' I WAND ZONE nWALL WIND ZONES - SIDE ELEVATION J SCALE 1/8" = 1'-0" S1 4 - 5'-3" a WINDZONE5 In w8 WIND ZONE O WINDZONE5 1 2 %3i 261S" 26•9" 5'-2" 5-2' ,�- 5-2" 5'-2" WIND ZONES WIND ZONEZ WIND ZONE WNDZONE3 WIND ZONE WIND ZONE WINDZONE3 WINDZ0NE3 I I 0 1LOWER FLOOR WIND ZONES -t SCALE 1/8" = 1'-0" S1 well n 3 26'-9" 26-9" SQ UPPER ROOF WIND ZONES `� SCALE 1/8" = 1'-0" S1 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 1 68.409 +33.52 +59.52 +20.12 +35.72 ROOF13RD 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 ALL HEIGHTS -29.97 -55.97 -17.99 -33.59 WALLS 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 HEIGHT EDGE, 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 HEIGHT EDGE, 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' MINIMUM MAXIMUM MINIMUM MAXIMUM MINIMUM MAXIMUM ZONE 1 ZONE 2 ZONE 3 - PANELS -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 b i wri ht r�crh i ec Ilc 154 Rrog Street, #125 Atlanta, GA 30307 404-218-8460 M0 yO 8g •• w - 0 ' ?� : a /irSIO �ORDAF �Q�` i��tiq�l E .Gov, co C'M Lo 00 00 M N Q 1 Q � ch co >- N ::) u- U) [�- F- M W r W 1 07 M 2 00 N d cy) N W F- M 00 r- VJ W M � z ~ (n W I L � M� l t IQ Q v/ U Z c W o0 ¢ 0 W w ry O ui U) 2 Q ? 0 to < b W m o Z Z -W Q z W w O am- DATE I.O. 08/19/2021 Dffi t E.C. FRDJ: SD 17-20 OHM 1.0. SM&E AS SHOWN Reviewed for Code SHEET 93 Compliance ISB3-17 Universal Engineering Sciences N 02J ROOF. I!! ON RD FLOOR. OM SECOND FLOOR. C.]u AIN FLOOR. GROUND FLOOR. REAR WALL ELEVATION A SCALE 3/8" = 1'-0" set-1s STEEL COLUMN W 8X67 STEEL BEAM W 8x21 BOLTS A325-N PLATE 0.38x17.00x14.62 A36 STEEL COLUMN W 8X67 Mal 1►R9 ICING S91►Li7 8" RC IMN OM OP OMF BEAM W 8X76 OMI 1 OMF BEAM �- 10./ OV•lA = COLUMN uN BX31 OMF BI W 8X Al IF COLUMN W 8X48 I °COLUMN N 8X76 11" R.C.' -AM 21 OMFBEAM W 8X48 OMF BEAM W 8X76 _10 " R.C.SLAB NALL COLUMN SECTION A -A A -A SCALE 3/8" = 1'-0" SB1-18 STEEL COLUMN W 8X67— r /^ LL4x4x5x3 A36 STEEL ITE 0.38x17.00x14.62 A36 WELD TYP. EACH E STEEL BEAM W 8X21-H / 11 I 1 11L_ I_ _ 'I STEEL BEAM W 8X21 STE STEEL COLUMN W 8X67 STEEL PJP WELD TYP. EACHI�I I W 8x2 BEAM PJP WELD TYP. SIDE ^4- 7/8" BOLTS A325-N Side view Front view Top view OMF DETAILS 1 SCALE: N.T.S. SB1-18 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 11" R.C.WALL COLUMN SECTION B-B B_e SCALE 3/8" = 1'-0" s61-1s 38x17.00x14.62 A36 NELD TYP. EACH A36 STEEL COLUMN W 8X67 VELD TYP. EACH STEEL BEAM W 8x21 PLATE 0.38x17.00x14.62 y36 LL4x4x5x3 A36 bide view vviiew ron view Top view 2 O M F DETAILS Revaniewed Code cclr>p�e hm SB 1-18 S 14 Universal Engineering SCALE: N.T.S. ME&A sciences E wri ht Rar01 ec 1C 154 Nrog Street, #125 Atlanta, GA 30307 404-218-8460 N � Q � M 00 >•- 04 W ~ a � LL U F. Cf) W W 1 H U) M _ 00 N N W � M 00 U) ui W CM D z ~ U) ry W °- D m a Q� z U) U i` to z v w M r) Z ui W O O u- U) H 2 Q O U) Q J Qm o W z -W Z Q z W W U O osa+: I.O. DATE 08/19/2021 DRVft PROJ: E.C. SD 17-20 CHM. I.O. SMME AS SHOWN SHEET SB3-18 0 MOMENTFRAME 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 ,-jk GROUND FLOOR. HORIZONTAL STEEL BRACE HSS 5.5x5.5x76' BRACE HSS MOMENTFRAME COLUMN BRACE HSS 5.5x5. HORIZONTAL STEEL BRACE HSS 5.5x5.5x16" BRACE HSS BRACE HSS 5. 5-1/2" THERMASTEEL HURRICANE PANELS MOMENTFRAME 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 I wri�ht 0rcrhifecf 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 CD cM Lo 00 00 M N Q Q � M 00 >- N W LL 07 1�- I- M W r C/) M _ 00 CN d 0') N W I — CM 10 HURRICANE WALL PANEL 1 SCALE 3/8" = 1'-0" S19 W W M n Z ~ (n W ry D 00 Q z ULo I` Z W M 0 p r) (n Q E LIJ O O (/) t=- 3 Q O Q to —� W o Co Z o Z �W a U) W W U O M M: I.O. DAIS 08/19/2021 DM: mitok E.C. SD 17-20 owth SCAE 1.0. AS SHOWN Reviewed for Code Compliance Universal Engineering Sciences SHEET SB3-19 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 PR-855 BY CHASE TECHNOLOGY CORP.) 9— PROVIDE SMOKE DETECTORS IN ALL SUPPLY AIR DUCTS FOR FANS 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. EQUIPMENT TO INSTALL A COMPLETE AND OPERATING A/C SYSTEM. 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 RESPONSIBLITY. 16— SUPPLY AND RETURN DUCTWORK SHALL BE 1-1/2" RIGID R-6 GALVANIZED SHEET METAL. PROVIDE VOLUME DAMPERS AT ALL BRANCH TAKE —OFFS. PROVIDI 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. I N (DO NOTES ON DRAWINGS & SCHEDULES DIRECTION OF FLOW Up 85 DOOR UNDERCUT CFM AND AIR FLOW DIRECTION DESIGNATION ® REVISIONS ----- FLEXIBLE CONNECTION TYP. TYPICAL AHU AIR HANDLING UNIT LIFT TYPE CHECK VALVE rAD� ACCESS DOOR (DUCT) THERMOSTAT ACCESS PANEL (CEILING MOUNTED) SMOKE DETECTOR DI- PIPE REDUCER / INCREASER AC PACKAGED TERMINAL AIR CONDITIONER x j ELECTRIC DUCT HEATER WITH CONTROL AND TERMINAL CABINET. (DASHED LINE INDICATES REQUIRED CLEARANCE SPACE) AFF ELEVATION ABOVE FINISHED FLOOR CEILING SUPPLY AIR DEVICE ®- -ARROW DENOTES DIRECTION OF THROW---y BAS BUILDING AUTOMATION SYSTEM CONTRACTOR BE BOTTOM ELEVATION zaxlz RECTANGULAR DUCT SIZE DESIGNATION. FIRST DESIGNATION IS SIDE SHOW LI PIPE WELL CE CENTERLINE MTD. MOUNTED zaxlz FLAT OVAL DUCT SIZE DESIGNATION ® EQUIPMENT DESIGNATION SYMBOL CV CONTROL VALVE DH DUCT HEATER z TYPE 316 STAINLESS STEEL EXHAUST DUCT WITH ALL WELDED JOINTS AND FITTINGS SQUARE TO ROUND /OVAL TRANSITION EA EXHAUST AIR EF EXHAUST FAN r�fr ��, TURNING VANES (NUMBER OF VANES SHALL BE BAS ON ACTURAL DUCT SIZE & NOT ON SCHEMATIC SYMBOL ON DRAWING D AUTOMATIC DAMPER (MOTORIZED OR PNEUMATICALLY OPERATED AS NOTED) FM FLOW MEASUREMENT VENTURI P PUMP CA OUTDOOR AIR RA RETURN AIR RETURN OR OUTSIDE AIR DUCT DISCHARGE OR SUPPLY DUCT - HUMIDISTAT OR HUMIDITY SENSOR ELEVATION R8J RUN BETWEEN JOISTS ® RV ROOF VENTILATOR SA SUPPLY AIR EXHAUST FAN OR GRILLE R REMOVE SF SUPPLY FAN�j FLEXIBLE DUCT CONNECTION N NEW TB VARIABLE AIR VOLUME TERMINAL BOX MANUAL VOLUME DAMPER TG TRANSFER AIR GRILL C CONDENSATE DRAIN LINE ❑ AD FIRE DAMPER WITH DUCT ACCESS DOOR EXISTING FIN. FINISH ETR EXISTING TO REMAIN DN 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 - 27 -I - UNION JOINT SPIN COLLAR WITH MANUAL DAMPER A.F.G. ABOVE FINISH GRADE -I I- FLANGE JOINT (� 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 e TEE - BRANCH OUT OF BOTTOM ELBOW - UP •SP DUCT STATIC PRESSURE SENSOR MT. MOUNT 0 ELBOW - DOWN HVAC DESIGN_ CHART 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 Reviewap for Gslrl� 93 ComplicnoW Universal EnglnnHarinu Scleroeff HAMMOND & ASSOCIATES, INC. CONSULTING ENGINEERS 18800 N.W. 2ND AVENUE, SUITE 216 MIAMIDA TEL: (305) 651-8522RIFAX33169 (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 n u� M �a LLJ zo_ w O V) ® O _ ILAH3 u Q L w m oN oz w I STAMP: �Elij%�°°j/ a� STATE OF ' 4: zz iOA- 40RIDN �\z /$istbtll'%0 048 This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., 13 is not to be reproduced or capiel 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: i1 1' M 1 I • project number: drawing date: scale sheet number: 19-049 04.05.2021 as noted ❑ NOT ISSUED FOR CONSTRUCTION ❑ ISSUED FOR CONSTRUCTION MXKWN�Mlffl M 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 Complianos Universal Engineering Sciences DRAWING LEGEND: ACCU AIR COOLED CONDENSING UNIT EF EXHAUST FAN AHU AIR HANDLING UNIT T THERMOSTAT MECHANICAL KEY NOTES: 1O REFRIGERANT LINES FROM AHU-1 IN THE GARAGE UP TO ACCU-1 ON THIRD LEVEL OPEN ROOF PATIO SIZE PER MANUFACTURER'S RECOMMENDATION. A. AIR HANDLING UNIT (AHU-1) ON 4 FEET STAND IN THE GARAGE.. 18X12 SUPPLY AIR DUCT UP IN A CHASE TO FIRST FLOOR. 12x12 OUTSIDE AIR LOUVER ON WALL (RUSKIN ELF6375DXD) 100 CFM. EXHAUST FAN (EF-6) IN CEILING WITH 16X10 EXHAUST DUCT THROUGH WALLCAP ON WALL. MECHANICAL GENERAL NOTES: ALL LOUVERS SHALL BE PROVIDED WITH 5/8" MESH X.040" (16X1) EXPANDED FLATTENED ALLUMINUM BIRD SCREEN IN REMOVABLE FRAME. B. ALL LOUVERS SHALL BE PROVIDED WITH MANUAL AND MOTORIZED DAMPERS. 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 T r. u1 > m LJJ z C� w 0 U J 0 Li_ �v ..� 0 w m LLJ Ln �z STAMP: e r 048_ — s o � % F 1 //iiii-11-0 ERIC HAMMOND, PE EB 5315-PE 39048 This drawing is the property of WRIGHT GARDNER ARCHITECT, LLL, B 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 upan leanest. 02018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date Q--.__—PERMIT 07-21-21 DUPLEXsheet title: GARAGE! ! ''. MECHANICAL PLAN project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: ❑ NOT ISSUED FOR CONSTRUCTION 0 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 (" L C'>tnVlld t t rx q. UnIV<r5111 5"41e,tr1 tl.c ' 1 /4" = V-0" 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. GATIMU01 FPIH4 kGr—) Iry I.GILIIYV EXHAUST DUCT IN CEILING. LOCATION OF THE THERMOSTAT. 3/4" UNDERCUT DOOR. LOUVERED DOOR. O 1OX10 RETURN AIR GRILLE ON WALL (TITUS 355 R) 238 CFM. 6X8 MECHANICAL GENERAL NOTES: A. DOWNDRAFT COOKTOP SHALL PROVIDE WITH DUCT -FREE FILTER ACCESSORY KIT. U 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 I�IJ , w cs > M m Q zp W O u O Ln 0 u .� O m ru STAMP: \\\\\\R\Cj ' F. 2 zz 1 I 1 S I s iENC' ERIC HAMMOND, PE EB 5315-PE 39048 This drawing Is the property of WRIGHT GARDNER ARCHITECT, LI.C., H Is not to tre 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: DUPLEX project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: M1 =U2 N ❑ NOT ISSUED FOR CONSTRUCTION ❑ ISSUED FOR CONSTRUCTION DRAWING LEGEND: ACCU AIR COOLED CONDENSING UNIT EF EXHAUST FAN AHU AIR HANDLING UNIT T THERMOSTAT MECHANICAL KEY NOTES: RETURN AIR DIFFUSERS ON CEILING. O2 EXHAUST FAN(EF) IN CEILING WITH 6X6 EXHAUST DUCT. �3 6X6 EXHAUST AIR DUCT FROM CEILING UP TO ROOFCAP ON ROOF. 16X12 SUPPLY DUCT IN CEILING UP TO AHU-2 IN THE CLOSET/STORAGE IN THIRD FLOOR. 5U 14X12 RETURN AIR DUCT IN CEILING UP TO AHU-2 IN THE CLOSET/STORAGE ROOM IN THE THIRD FLOOR. 8X6 RETURN AIR SIDEWALL GRILLE ON WALL (TITUS 350R) 96 CFM. 6X10 EXHAUST DUCT FROM SECOND FLOOR IN A CHASE UP TO CEILING . OFFSET 6.3 FEET TO THE LEFT WITHIN SECOND FLOOR CEILING BEFORE THIRD FLOOR CHASE. LOUVERED DOOR. 24X12 RETURN AIR SIDEWALL GRILLE ON WALL (TITUS 355R) 680 CFM. AIR HANDLING UNIT (AHU-2) ON STAND IN THE CLOSET/STORAGE. 18X12 SUPPLY AIR DUCT FROM SECOND FLOOR. 12X12 OUTSIDE AIR LOUVER ON WALL (RUSKIN ELF6375DXD) 1 REFRIGERANT LINES FROM ACCU-1 ON THIRD FLOOR ROOF DOWN TO AHU-1 IN THE GARAGE. 18 REFRIGERANT LINES ON WALL SIZE PER MANUFACTURER'S RECOMMENDATIONS 19 REFRIGERANT LINES IN CEILING DOWN TO AHU-2 IN THE CLOSET/STORAGE. ®0 REFRIGERANT LINES DOWN EXTERIOR WALL IN NEW LINE COVER. 21 AIR COOLED CONDENSING UNIT (ACCU) ON STAND. © 6X10 EXHAUST DUCT UP TO ROOFCAP ON ROOF. © 4" DIAMETER EXHAUST DUCT UP TO ROOFCAP ON ROOF. ELEVATOR CFM virlulzaeo A. 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 MECHANICAL GENERAL NOTES: ALL LOUVERS SHALL BE PROVIDED WITH 5/8" MESH X.040" (16X1) EXPANDED FLATTENED ALLUMINUM BIRD SCREEN IN REMOVABLE FRAME. B. ALL LOUVERS SHALL BE PROVIDED WITH MANUAL AND MOTORIZED DAMPERS. 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 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 Reviewed for Code Compliance Universal Engineenno Sciences ♦ ,q y + LIJ w Ln > es L 1 [] Q i2 u O LJL 0UJ Ln cc .J r Z ® W ca un Z z ■ g \o/ _.LLJ no voCi Alm: vyl'� r��'co RESISTAN.per 'SECT �G JaL-_LN.3 — _ — _ �JII i _ STAMP: ®\�\0� C HA aj�/Z \\ i'ICENep• 0 ii 0 1 AHU-2 T 1 >f !C' . 1, 1 ' ; 1646 680 D 1 —pS d� r 9 ;41k 1 A11-2 �scSj' RIDA .• N�\� --- - STONS_!j ////7o��lIIEI1IG�� --- ---------------------- ---------- -------------------- eo ERIC HAMMOND, PE 7 EB 5315-PE 39048 ELEVATOR This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., G, is not to be reproduced or copledl In whole or in part. It is only to be used for the project and site specifically identifietl herein and is not to be used on any other project It Is to be returned upon request. "018 WRIGHT GARDNER ARCHITECT, I1C. revisions F-7 CFM No. Description Date QPERMIT 07-21-21 sheet title: DUPLEX I. M ! R Et THIRD project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: FLOOR(�2� DUPLEX TYPE 1 SECOND MECHANICAL ' t DUPLEX T`(P'E 1 THIRD FL ECA- IC�L PLAN X- JM1 031/4" = 1'-0" M U ❑ NOT ISSUED FOR CONSTRUCTION ❑ ISSUED FOR CONSTRUCTION Lrr�s 6X10 ROOFCAP. PROVIDED WITH INTEGRAL CORROSION RESISTANCE INSECT SCREEN 6X10 ROOFCAP. PROVIDED WITH INTEGRAL CORROSION RESISTANCE INSECT SCREEN 7775 DUPLEX TYPE 1 MECHANICAL ROOF PLAN 1• 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 STAMP: LV u7 w cry M Q � LLI z o CL U 0 u 0 x t,n � v 0 w ® J nm ®Z I w ®Z P a� C)) \\� V_ No 39p� `� '*= e DFGN , Zo O/VA i IEV4 \\\� ERIC HAMMOND, PE EB 5315-PE 39048 This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., ft is not to be reproduced or copied in while or in pan. It is only to be used for the project and site specifically identfied herein and is not to be used on any other project It Is to be returned upon request. .d,a WRIGHT GARDNER ARCHITECT, ILC. revisions No. Description Date QPERMIT 07-21-21 sheet title: project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: =04 ❑ NOT ISSUED FOR CONSTRUCTION ❑ ISSUED FOR CONSTRUCTION AIR CONDITIONING SYSTEM SCHEDULE AIR HANDLING UNIT AIR-COOLED CONDENSING COMP. UNIT TONS MAKE MODEL CFM WEIGHT E.S.P. FAN FAN UNIT ELECTRIC M.C.A MAX DIMENSION MAKE MODEL QTy. FAN M.C.A MAX NO. NO. LBS H.P. FLA VOLTAGE HEATING FUSE WXLH(INCH) NO. RLA FUSE AHU-1/ACCU-1 3 TRANE TEM6AOC36 1350 155 0.5 0.5 4.3 208-230/1/60 3.6 KW 24 25 27X22X52 TRANE 4TTR6036J1 1 13.6 18 30 AHU-2/ACCU-2 5 TRANE TEM6A0D60 2125 181 0.5 3/4 6 208-230/1/60 7.2 KW 51 60 27X22X54 TRANE 4TTR7060L 1 32 31 50 NOTES: 1. THIS DESIGN IS TRANE 2. UNIT PERFORMANCE SHALL BE CERTIFIED IN ACCORDANCE WITH AHRI STANDARD 210/240. 6. PROVIDE UNIT DISCONNECT. 3. UNIT SHALL BE "UL/cUL" LISTED AND SHALL CONFORM TO NFPA 90A REQUIREMENTS. 7. PROVIDE TRANE OR APPROVE EQUAL 4, REFER TO THE PLANS FOR PIPING SYSTEM PLACEMENT, RETURN AIR, FRESH AIR DAMPER & OUTLET ARRANGEMENTS. 5. PROVIDE FILTER SECTION TO HOUSE 4" CARTRIDGE MERV 13 STANDARD. EXHAUST FAN SCHEDULE LABEL TYPE OF UNIT — AREA SERVED MANUFACTURER & CFM SP MOUNTING ARRANGEMENT WATT/ HP RPM VOLTAGE GRILLE SIZE NOTES MODEL NUMBER INCH EF-1 POWDER PANASONIC 50 0.25 CABINET - CEILING 7.2 1093 120V,1P 13 FV-0511VQC1 EF-2 GUEST BATH ROOM PANASONIC FV-0511VQC1 50 0.25 CABINET - CEILING 7.2 1093 120V,1P 13 EF-3 MASTER BATH PANASONIC 50 0.25 CABINET - CEILING 7.2 1093 120V,1P 13 FV-0511VQC1 EF-4 LAUDRY PANASONIC FV-0511VQC1 45 0.25 CABINET - CEILING 7.2 1093 120V,1P 13 EF-5 JACK AND JILL PANASONIC 50 0.25 CABINET -CEILING 7.2 1093 120V,1P 13 W FV-0511VQC1 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 1=P10�0 1 NOTES: �1 THERMOSTAT CONTROLLED 2O SWITCH W/ LIGHTS WITH 10 MIN DELAY. O W/ BACK DRAFT DAMPER. ® CONTINUOUS. O5 SPEED CONTROLLER INTERLOCK W/ AC ® MOTORIZED DAMPER Reviewed+fu Gale CcarnpllaeicE Universal Engineering 69 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. #39048 EB 5315 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 LJ.9 Ln t u' CPI M ss LU z o 15� z w o+s ® Lb_ J O w v1 m z c-. w `-' z Z w -� STAMP: \\\\\ �¢\C HA,4f, 3g s e t � ZOf? A NA F-0 ERIC HAMMOND, 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 io 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: MECHANICAL SCHEDULE project number: 19-049 t drawing date: 04.05.2021 scale as noted sheet number: ❑ NOT ISSUED FOR CONSTRUCTION ❑ ISSUED FOR CONSTRUCTION SCREWS MA OMITTED IF LOOPS HANGERS MUST NOT DEFORM DUCT SHAPE -HANGER RODS, WIRES MIN. BAND ONE HALF —ROUND MAY BE USED IF DUCT SHAPE IS MAINTAINED InAn RATED zMrAX IA. 5MAX IA. CONCRETE ANCHOF EXPANSION SHIELDS RETAINING CLIPS {{--HANGER ROD 6® C-CLAMP W/ RETAINING CLIP 6o C-CLAMP W/ LOCK NUT (OPTIONAL) WELDED STUDS 1 �J DUCT HANGING DETAIL M3.00 SCALE: N.T.S. 12" MA; OVERHAI STA ICJ IV L/ HEAVY SYSTEM: 24" TO 42" HANGER ALTERNATE HANGER HANGER ROD OUPLING ANGER R01 SMACNA STANDARDS FOR ROUND SPIRAL AND. RECTANGULAR DUCTWORK. MIAMI DADE COUNTY APPROVAL 17-1226.24 "EFER TO DADE COUNTY APPROVAL STANDARD FOR DESIGN TABLES STAND ASSEMBLY SCALE: N.T.S ISOMETRIC VIEW TOP OF ROOF FINISH ROCS HOST STRUCT 4 ANCHORS PER PLA FRAME ASSEMBLY ELEVATION A r CLEVIS HANGER HANGERS FASTENERS CENTER I -BEAM CLAMP SELF DRILLING ANCHOR 2 PIPE HANGING DETAIL M3.0p SCALE: N.T.S. UNIT WIDTH PER GN TABLES E GENERAL NOTES: 7. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING 1. THE SYSTEM DESCRIBED HERE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 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 g. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR DETERMINED BY OTHERS ON A JOB -SPECIFIC BASIC IN ACCORDANCE WITH THE GOVERNING CODE. PLATED, 4, DIMENSIONS AND WEIGHT OF EACH A/C UNIT SHALL BE LIMITED TO THOSE SHOWN IN DESIGN 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. 0 CEILING STRUCTURE U-TYPE HANGER (Only for wood const.) TOP BEAM CLAMP FIBERGLASS SUPPLY " DUCT PLENUM y 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 Nam.' 111 110im 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) 651-3376 ERIC J. HAMMOND P.E. MECHANICAL / ELECTRICAL ENGINEER P.E. #39048 ED 5315 Reviewed for Code Compliance Universal Engineering 6c en a CHANCES MADE ON THE ENTIRE SHEET. ■ W1 ht IIC 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 n Ln w rn M Z <E2 UQ .� N on C� W Lin O Z W STAMP: \\\1111111///A� C HA' 1, "'//�i ( STATS� �\ �i�s, 4ORIDA......... e'N�� ERIC/�d�nAl(W , 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 returned upon request. 02018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date QPERMIT 07-21-21 sheet title: MECHANICAL TAIL project number: 19-049 drawing date: 04.05.2021 scale as noted MA' 3 * (01)"' sheet number: ❑ NOT ISSUED FOR CONSTRUCTION ❑ ISSUED FOR CONSTRUCTION e acn� m SPEED CONTROL (SOLID STATE) TYPICAL WALL CAP a. T v D 1 (` A I F�) n nF__ (' A D TYPICAL ROOF CAP VIBRATION HANGER W/NEOPRENF ISOLATOR 3/8" THREADED ROD SHEETMETAL 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. 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 '17 CABINET CEILING FAN 2 M3.01 SCALE: N.T.S. M3.01 1/4" 4" MIN -`- VOLUME DAMPER BRANCH DUCT PICAL HANGING RAP & SADDLE NGING DETAIL. ICAL 'Z' BAR TIRE DUCT HANGING DETAIL RETURN AIR DUCT HAMMOND & ASSOCIATES, INC. CONSULTING ENGINEERS Wri 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 e[ E8 5315 Ilc 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 CEILING STRUCTURE JOIST SUPPLY AIR DUCT VERTICAL AIR HANDLER DETAIL SCALE: N.T.S. _ CHANNEL &STRAP DUCT HANGING DETAIL TYPICAI ON ALL CORNER TYPICAL Dl FLEX CONNECTION AIR HANDLING UNIT WALL STRUCTURE REFRIGERANT LINES FLOW CONDENSATE DRAIN SWITCH WITH TRAP NEOPRENE PAD STAND 3 BRANCH DUCT TAKE -OFF DETAIL 4 � METHODS OF HANGING DUCT 5 ELBOW TURNING VANE DETAIL M&.) SCALE: N.T.S. M&01) SCALE: N.T.S. M3.01 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 • LIN MIA ~ 9` REFRIGERANT LINES UP ALONG WALL. PROTECT WITH LINE COVER PAINTED TO MATCH WALL COLOR —' WALL STRUCTURE — CONDENSING UNIT�� ACCESS PANEL CONDENSING UNIT W/NEOPRENE VIBRATION ISOLATORS (4 REQ.) FASTEN TO CONCRETE PAD FOR HURRICANE FORCE WINDS (TYP.)� TOP OF SLAB ELEVATION SEE STRUCTURAL AND CIVIL PLANS FOR DETAILS 7 REFRIGERANT LINE M3.01 SCALE: N.T.S. w M1 La.9 LLn LLJ L CIO.' Z o ® O 0 u .J w m t ® W �LU LU 4< LJJ `.>) O STAMP: \ \\\\1%IIIII//// \\,2a 0. , , sT • OR ERIC HAMMOND, PE EB 5315-PE 39048 This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., h is not to be reproduced or copled in whole or in pan. It Is only to be used for the project and site speciflcally Identified herein and is not to be used on any other project It is to be resumed upon request. wiol8 WRIGHT GARDNER ARCHITECT, ITC. revisions No. Description Date QPERMIT 07-21-21 sheet title: MECHANICAL DETAILS COTD. project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: ❑ NOT ISSUED FOR CONSTRUCTION ❑ ISSUED FOR CONSTRUCTION ELECTRICAL SYMBOL LEGEND O LIGHT FIXTURE CEILING MOUNTED O I WALL MOUNTED LIGHT FIXTURE DUPLEX RECEPT. - NEMA 5-20R (180 A.F.F.TO CENTER) ) SPECIAL PURPOSE RECEPT (18" A.F.F. TO CENTER) RATING AS NOTED $ SINGLE POLE SWITCH - 20 AMP (48" A.F.F.TO CENTER) 3 THREE WAY SWITCH - 20 AMP (48" A.F.F. TO CENTER) D DIMMER SWITCH (48" A.F.F. TO CENTER) 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 CJ =]a SECURITY CAMERA A TEL/ CATV OUTLET. (2) CAT5e CABLES (BACK TO OPTICAL NETWORK TERMINAL EQUIPMENT IN UNITS). Wp NNFI 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 SHALL 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. APPLICABLE 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 NTH APPLICABLE 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 RAPING 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. 3. FUSES RATED 601 AMPS OR LARGER SHALL BE U.L. CLASS L TIME DELAY (BUSSMANN "HI -CAP" OR EQUAL). 4. EXPOSED CONDUITS SHALL BE RUN PARALLEL TO BUILDING LINES. 5. DO NOT INSTALL CONDUITS LARGER THAN 1/3 THE SLAB THICKNESS IN CONCRETE SLABS. G. SITE MSIT 1. BEFORE SUBMITTING A BID THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE CONDITIONS AT THE SITE AND 6. PROVIDE APPROVED FIRE STOPPING MATERIALS AT ALL PENETRATIONS THROUGH FIRE RATED FLOORS AND WALLS TO ALL EXISTING STRUCTURES IN ORDER TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND ELECTRICAL SYSTEMS WHICH PREVENT THE PASSAGE OF SMOKE, FIRE, TOXIC GAS OR WATER THROUGH THE PENETRATION EITHER BEFORE, DURING OR WILL 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 VISIT. NO `?l1BSEQUENT 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 CONTRACTORS FAILURE TO FULFILL THIS REQUIREMENT. 8. PROVIDE EXPANSION FITTINGS IN CONDUIT STRUCTURAL EXPANSION JOINTS, H. AS BUILTS C. CONDUCTORS 1. UPON COMPLETION OF PROJECT CONTRACTOR SHALL PROVIDE COMPLETE ASBUILT DRAWINGS, OPERATING AND MAINTENANCE MANUALS PER FBC EC-C40%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. Ai� 4. MINIMUM CONDUCTORS SIZE SHALL BE #12 AWG. LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MANUFACTURER CATALOG VOLT No. LAMP TOTAL MOUNTING NUMBER LAMPS TYPE WATTS SUBSTITUTIONS TO THE ABOVE FIXTURE SCHEDULE 6" DOWN LIGHT LED ® A TORCHSTAR SJ1 DL6D-24P12W30 120 1 12 WATTS 12 RECESSED MUST BE SUBMITTED 14 DAYS PRIOR To BID & W/DIMMING LED REVIEWED BY THE ARCHITECT, ENGINEER & OWNER. SUBSTITUTIONS WILL NOT BE REVIEWED AFTER 6" DOWNLIGHT LED 12 WATTS VP B W/DIMMING VAPOR PROOF TORCHSTAR 3J1DL6D-12W3ORTV2-12 120 1 LED 12 RECESSED THIS TIME. SUBMITTAL PACKAGES MUST INCLUDE COLOR, CUT SHEETS, ALL PHOTOMETRICS & FIXTURE SAMPLES FOR ALL DECORATIVE FIXTURES, 4 C WALL SCONCE LEMON BEST B07RB4ZS88 120 1 15 WATTS 15 WALL LED LANDSCAPE FIXTURES & OUTDOOR FIXTURES. WITHOUT THIS INFORMATION NO REVIEW WILL BE D STRIP LED LIGHTING TECHNOLOGY LLT-LVP5M-4N3635 120 1 36 63 SURFACE PROVIDED. LEp� ? E ISLAND PENDANT HOME FOCUS LIGHTING TECH FL2010/SA1IN 120 1 5 WATTS 5 PENDANT ! SATIN NICKEL NICKEL F FLOOD LIGHTS AMERITOP BO82VH4P1Y 120 1 35 WATTS - WALL 0 H BATHROOM FIXTURE VILUXY B07WlHWC4D 120 1 5 WATTS 5 CEILING t� K KEYLESS GE 18304/BO02HEMXYB 120 1 LED 12 CEILING 3#250 MCM IN 3"C. 3 #250 MCM IN 3"C FROM PAD MTD. TRANSFORMER 250A, 2P ENCLOSED O BREAKER 22K AIC TYPICAL PANEL SECTION 22K AIC 3#250 MCM & 1 #4 BOND -3"C TYPICAL PANEL SECTION 1 22K AIC 18,854K AIC #2 CU. GRID. CONDUCTOR INTER SYSTEM BONDING FOR CAN & TEL STEEL 1 r- 5/8" x 8 FT GROUND ROD. TYPICAL RISER DIAGRAM N.T.S. #3/0 & 1 #6 BOND -2"C 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 Short Circuit Calculation I Available Fault Current'Isca' : 60255 Distance to Vault W Co C' Value :1 18593 Line to Line Voltage: 240 # of runs of conduit:0 Numerator- T' Factor: 20952471.15 Denominator -'F'Factor ; 4462320 F'Factor: 4.695421025 M'Factor: 0.175579645 Isca = Fault Current at MDP : 10579.55149 Formula = L73 X 'L' X 'Ism' Formula=(# of runs) x'C' x Voltage Formula=(1)/(1+'F' Factor) Formula='M' x'Isca' 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 rn Ltt w (ON M LU Q O [i O z 2 D N w on t r� o � QZ T LLJ STAMP: e / _ OF ' VAdWA1A�7,ND. PE EB 5315-PE 39048 This drawir, is the property of WRIGHT GARDNER ARCHITECT, LLC., a is not to be reproduced or coplel In Whole or in part. it is only to be used for the project and site specifically identified herein and Is not to he used on any other project. It Is to be returned upon request. 02018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date PERMIT 07-21-21 sheet title: project number: drawing date: scale sheet number: 19-049 04.05.2021 as noted ❑ NOT ISSUED FOR CONSTRUCTION ❑ ISSUED FOR CONSTRUCTION HAMMOND & ASSOCIATES, INC. CONSULTING ENGINEERS 18800 N.W. 2ND AVENUE, SUITE 216 ,H MIAMI, FLORIDA 33169 TEL: (305) 651-8522 FAX (305) 651-3376 ERIC J. HAMMOND P.E. MECHANICAL / ELECTRICAL ENGINEER P.E. #39048 EB 5315 Fwl�t rs r,,� nd� UGIVersai Engi"",'p sclahces 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 1~ n w 'T > m � Q W d w O 4 v w m ca Z LLI r z O Ln r �/y LLJ STAMP: \\\\\\\II H I11/////�/ eel ,N t ' s/,/ / OtVAI i 0" G�\\♦♦ ERIC HAMMOND, 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 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 1 PERMIT 07-21-21 sheet title: DUPLEX project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: EAmok 41% DUPLEX TYPE 2 FIRST FLOOR ELECTRICAL PLAN 1 /4" = 1 %0,, ❑ NOT ISSUED FOR CONSTRUCTION ❑ ISSUED FOR CONSTRUCTION ?UPLEX SECOND FLOOR ELECTRICAL PLAN HAMMOND & ASSOCIATES, INC. CONSULTING ENGINEERS Ar 18800 N.W. 2ND AVENUE, SUITE 216 MIAMI, FLORIDA 33169IL A 4' TEL: (305) 651-8522 FAX (305) 651-3376 ERIC J. HAMMOND P.E. MECHANICAL / ELECTRICAL ENGINEER P.E. #39048 aef ES 5315 N c 1C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 V' LLJ z LLI r1 W 01 � Q L Z w O O L tA �J = H- v etl W Review Code O Q for an SOUrnvefsConfpliaafng r Z Sciencgg C) W CD h Z W 0 STAMP: HA4 i/,/i DF . O. r04 r �,r �o O �odID ��N o&AN I�NG ERIC HAMMOND, PE EB 5315-PE 39048 This draMng is the property of WRIGHT GARDNER ARCHITECT, Il-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 tainted upon request. -02018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date QPERMIT 07-21-21 sheet title: DUPLEX iVECOND project number: 19.049 drawing date: 04.05.2021 scale as noted sheet number: E1-03 1 /4" = 9 r-0rr ❑ NOT ISSUED FOR CONSTRUCTION ❑ ISSUED FOR CONSTRUCTION ELECTRICAL PLAN 7 HAMMOND & ASSOCIATES, INC. CONSULTING ENGINEERS 18800 N.W. 2ND AVENUE, SUITE 216 `� MIAMI. FLORIDA 33169 TEU (305) 651-8522 FAX (305) 651-3376 'a ERIC J. HAMMOND P.E. MECHANICAL / ELECTRICAL ENGINEER P.E. #39048 EB 5315 Reviewed for Code Compliance Universal Engineering ScienGeS 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 h w (71 > qt ® Z W 0 U 0 Q .® O .J UJ 00 1 ® W O P Z U.7 I STAMP: \\`\\\IIIIIIJ/// F`a0 i • _ /LL p O �NAI ERIC HAMMOND, PE EB 5315-PE 39048 This drawing is the properly 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 IdenHfled herein and is not to be used on any other project. It is to be returned upon request. C2018 WRIGHT GARDNER ARCHITECT, I.I.C. revisions No. Description Date 1 PERMIT 07-21-21 sheet title: DUPLEA THIRD FLOOR 7 project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: V-0" ❑ NOT ISSUED FOR CONSTRUCTION ❑ ISSUED FOR CONSTRUCTION 2 3 4 5 6 II riq 1 ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE LOCAL CODES, RULES AND ORDINANCES. (FBC-PLUMBI N G 2020) CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY 1 FAMILIARLIZE HIMSELF WITH ALL EXISTING CONDITIONS. ALL MATERIALS SHALL BE NEW ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PART OF THIS CONTRACT. REQUIRED INSURANCE SHALL BE PROVIDED BY THE CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 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 8A, 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 CLEAN OUTS1h_ff`iA&ITk #9§WSERIES 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. 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 BRIGGS TOILET VITREOUS CHINA ELONGATED BOWL AND WATER CLOSET 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 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. HE 3/4" HOSE BIBB ZURN MODEL# Z-1350-VP INSTANT HOT TITAN 240V, 11.8KW EWHA 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 # TU385501 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 1Q EXP. THERMAL AMTROL 1.5 GALLON TANK EXPANSION TANK MODEL# ST-5 50 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" 2.5GPM 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 IE 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 j BV BALL VALVE T�J CV CHECK VALVE Q PIPE RISE PIPE DROP I - BRANCH OFF TOP BRANCH OF BOTTOM v CO WALL CLEANOUT �1 UNION --}� — JIL VTR VENT THRU ROOF a BALANCE COCK DQ GV GATE VALVE PRV PRESS AND TEMP RELIEF VALVE --O CO FLOOR CLEANOUT X-1 INDICATES RISER TP TRAP PRIMER IO WH WALL HYDRANT HB HOSE BIBB 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 Compliance Universal Engineerina Science 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 IW in I » ® I� r p Q ilJ.l z a IZ W O ILA o u- ILA w V) en 1 ow C' z �LLJ I STAMP: oR10 IHAM // c p M0ZQ _M� S71t Or i `AN. ' °O%d//&AL EN````C\\'�� E hll✓INO, PE EB 5315-PE 39048 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 end 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: PLUMBING GENERAL NOTES SYMBOLS Et SCHEDULE project number: 19-049 drawing date: 04.05.2021 scale is noted sheet number: ❑ NOT ISSUED FOR CONSTRUCTION ❑ ISSUED FOR CONSTRUCTION PLUMBING KEYED NOTES: O111h" DOMESTIC WATER PIPING BELOW GRADE. SEE PLUMBING PLANS FOR CONTINUATION. O2 111h" DOMESTIC WATER PIPING BELOW GRADE. SEE CIVIL PLAN FOR CONTINUATION. O4" SANITARY PIPING BELOW GRADE. SEE PLUMBING PLANS FOR CONTINUATION. O4 4" SANITARY PIPING BELOW GRADE. SEE CIVIL PLANS FOR CONTINUATION. O6"SD PIPING BELOW GRADE(2,114 SQ.FT) SEE CIVIL PLAN FOR CONTINUATION. Ii R L SOUTH OCENA DRIVE N i"SD PI ,114 Si "RWL(725 101 3"RWL(1,057 4"SD PIPING 0 SQ.FT) 3 19 0 ff E fl f '> 0 6 CHANGES MADE ON THE ENTIRE SHEET HAMMOND & ASSOCIATES, INC.Now ■ 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. 14 MECHANICAL / ELECTRICAL ENGINEER P.E. #39048 ai EB 5315 11C 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 tA Ld U r` 1 > ® Q m Q Reviewed for Code UJZ Q Compliance Universal Engineenng w V O Sciences r O L� = S to ®® V = Q Ca ® w .®i Z Q w o to z w UJ STAMP: 0\11I I I I///" i 39 �ORIDP.•"`��\� is oNA i I ENG�� ERIC HAMMOND, PE EB 5315-PE 39048 This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., fi s not to be reproduced or capietl in whole or in part. It Is only to be p,eoi far he p,.J Ct and site S,edfic,sit, iderltlfiM herein and is not t0 be used on any to,, project. It is to be retumed upon request. V2018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date QPERMIT 07-21-21 sheet title: r SITE r' AN project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: ❑ NOT ISSUED FOR CONSTRUCTION ❑ ISSUED FOR CONSTRUCTION If 11�1" • • 11 IU 01 • BE • 3"RWL(1,057 SQ.FT) 3"RWL(1,057 SQ.FT) 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 STUDOR VENT ZL CHANGES MADE ON THE ENTIRE SHEET PLUMBING KEYED NOTES: 4" SANITARY RISER DOWN TO BELOW. 1" COLD WATER RISER UP TO ABOVE. 3/4" HOT WATER RISER DOWN FROM ABOVE. 11/4" COLD WATER RISER FROM THE GARAGE 3" VENT RISER UP AND OFFSET IN THE CEILING. 3/4" HOT WATER RETURN RISER UP TO SECOND FLOOR. 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 n w 01 � Q Z p w U O O J� Ln O LU GO w m 0 `A ® Z CD to e Z w STAMP: VAAA1IIIiI1J111 *_ t i ^LOR10. s ONA 0/11111 `\\?��\ ERIC HAMMOND, PE EB 5315-PE 39048 This drawing is the property of WRIGHT GARDNER ARCHITECT, LCC., & 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 retwned upon request. *2018 WRIGHT GARDNER ARCHITECT, I.I.C. revisions No. Description Date AlPERMIT 07-21-21 sheet title: UPLEX R project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: P 1 MU2 DUPLEX TYPE 2 FIRST FLOOR PLUMBING PLAN 1 /4" = 1 r-0" ❑ NOT ISSUED FOR CONSTRUCTION 0 ISSUED FOR CONSTRUCTION Al CHANGES MADE ON THE ENTIRE SHEET PLUMBING KEYED NOTES: O3" SANITARY RISER FROM THIRD FLOOR & OFFSET IN CEILING. O1" DOMESTIC WATER RISER UP TO THIRD FLOOR. O3" VENT RISER UP IN WALL. O11/4" DOMESTIC COLD WATER RISER FROM FIRST FLOOR. O5 1" CONDENSATE RISER FROM AHU-2 ON 3RD FLOOR. O3" VENT RISER UP TO 3RD FLOOR. O7 1" COLD WATER & 3/4" HOT WATER RISER UP TO 3RD FLOOR. O3" SANITARY PIPING DOWN IN WALL TO FIRST FLOOR CEILING. O3/4" HOT WATER SUPPLY RISER DOWN TO FIRST FLOOR & 3/4" RETURN RISER UP FROM FIRST FLOOR. 10 3" VENT RISER UP FROM FIRST FLOOR. TUB I� �i -1 2„ 1"H&C WATER MAST 'RI A -1 �- WC-1 1"H&C WA I o— 'WALK IN (1' Cl LOSET IN CEILI I 5 I s ELEVATOR 3"SAN IN CEILING(14 0 "SAN OFFSET 8 rnl N CEILING 3 (7 I "VENTDROOM 1 FSETAN 11h"H&C WATER CEILING EGRESS PANEL 1 /4" = V-0" EGRESS PAN L 3"RWL(725 SQ.FT� 2"SAN RISER DOWN FROM SINKS ON FLOOR MASTER ABOVE AN10016M J"H&COLD WATER- RISER UP TO SINKS ON FLOOR ABOVE 2"SAN OFFSET IN CEILING (10 DFU'S) 1/Z"HOT&COLD WATER 2" —1"CONDENSATE RISER DOWN TO BELOW -3"SAN(12 DFU'S) 3"SAN DOWN (19 DFU'S) 0 1"HW — 3"SAN DOWN 0 FIRST FL(DOR 9 I EW11-1 1 (19 DF9I ) LAUNpRY HR HRW I �3 0 1 EXPANSION TANK PANEL GUARD RAIL` I A t V HAMMONL) & ASSUCIAI ES, INC. CONSULTING ENGINEERS 18800 N.W. 2ND AVENUE, SUITE 216 MIAMI, FLORIDA 33169 ht ¢ TEL: (305) 651-8522 FAX (305) 651-3376 ERIC J. HAMMOND P.E. A MECHANICAL / ELECTRICAL ENGINEER P.E. #39048 4 is ef EB 5315 r uh 11 evu IIc 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 Reviewed for Code Compliance Uniwrssal 9ineermg Sciences Ilan BByy �V z -354' GUARD RAIL Ln LIJ — _ ®. n �� Q EGRESS Z � PANEL WL(725 SQ.FT) TUB ® 0 Z S � 0 1"H&C WATER 2 L-1CD ® O w m ASTER o Ln SAN RISER DOWN MASTER L-1 F BEDROOM FROM SINKS ON FLOOR ABOVE U 2" 4"H&COLD WATER -RISER W -1 o 0= UP TO SINKS ON FLOOR ABOVE 2,. 3"SAN(10 DFU'S) 3" 11h"HOT&COLD WATER "H&C WATER 3' 2" GCLOSET INUNGyALK IN CLOSET II s TEONDENSA 3-�L - RISER DOWN TO J BELOW — - 3"SAN(12 DFU'S) - 1 "CW 3"SAN DOWN _ (26 DFU'S) ELEVATOR „ _ 1 HW /3-SAN 10 4 3"SA OFFSET C ILING(14 DFU'S) DOWN - TO FIRST FLOOR — — _ (26 DFU'S) I 9 - EWH-1 _ LAUi�DRY I EN _ EXPANSION TANK �p 3 3/4'� ! HRW i3/4" WI�R� 3"SAN OFFSET 3/4"CW IN CEILING (7 DFU'S) 3"SAN 3 (7 DFU'S) SH I 2" %-CW " — 3 F2"VENT -----—0----I BEDROOM 1 WC_1 BEDROOM 2 JACK JILL 1fZ"H&C WATER EGRESS \ L-1 EGRESS PANEL ` PANELS T-0" GUARD RAIL 3"RWL(1,057 SQ.FT) 5 STAMP: M440 N .�.° l STATE OF :4` This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., 8 is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is net to be used on airy one, project. It is to be returned upon request. v2018 WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date QPERMIT 07-21-21 sheet title: DUPLEX SECODND Et THIRD PLUMBING PLANS project number: 19-049 drawing date: 04.05.2021 scale as rioted sheet number: 1 = 0 3 LJ NOT ISSUED FOR CONSTRUCTION ❑ ISSUED FOR CONSTRUCTION A CON ANGES MADE ETHE ENTIRE SHEET J f\YYL`I,VJ/ JW.I IJ J I\YPL`I,VJf OW I) 2 DUPLEX PLUMBING ROOF PLAN P1-04 1 /4" = 1'-0" PLUMBING KEYED NOTES: O1" COLD 3/4" HOT WATER RISER UP FROM SECOND FLOOR. O3" VENT RISER UP THRU ROOF. so JW.1 1/ u JW'I 1) 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 EB 5315 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 ram. En w� ton Z p ' Q a ®- ® L __ �v Q w _ V' m oZ LU STAMP: ��\\\I I 1 I / N "'o , �� c 9 Q ") 2V_ ATE OFZZ ORIOP.'GN 'I ,J®l ' 04MtM�W\PE EB 5315-PE 39048 This drawing is the property of WRIGHT GARDNER ARCHITECT, 11C., R is not to be reproduced or copied in whole ain 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. "018 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: 1 /4" = 1'-0" ❑ NOT ISSUED FOR CONSTRUCTION ❑ ISSUED FOR CONSTRUCTION 5H F , 1/8/Pl 2" N(Z opo 3 5l,ppE ®'�5�5 2"5pN I I I I I /J I� I �FUAN I 1 I Y / / 3 50 Al CHANGES MADE ON THE ENTIRE SHEET 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 0 " Reviewed for Code 91 .Compliance Universal Engineering Sciences 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 111 n Ir Ld o M >LU 0 �a zo w ® ®Q —® uo0 .� LU m z ®W ® N r Z LA1 STAMP: ` ll,iiiIIAlur��,/i �`\�Q`Ge BEN F�".� ,'��i 39 _ — � 0 T Q� iio� °LOR% •'CjN';�� S,oNA;`��`\� ERIC HAMMOND, PE EB 5315-PE 39048 This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., is not to be reproduced or caper! In whole win part. It is only to be used for the project and site spenficaUy identified herein and is not to be used on any other project. It is to be retuned upon request. 02WB WRIGHT GARDNER ARCHITECT, I.I.C. revisions No. Description Date AlPERMIT 07-21-21 sheet title: SAINITARY ISOMETRIC DUPLEX TYPE UNIT 2 project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: 1/4" = 1 TYPE 2- UNIT 2 - PARTIAL SANITARY ISOMETRIC ❑ NOT ISSUED FOR CONSTRUCTION ❑ ISSUED FOR CONSTRUCTION ShI�W v �F , FaR cI��RApF S) CpNnNUI�IQN 4" 5P� (gpADFARY U S) @FLOW GRoF SP 0 5LorE FGD ■ 0'� ORApE PY pE� 4N5AN0 5) PARTIAL DUPLE)X UNIT 2 / C ANGMADE TI RE 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 Reviewed for Code Compliance Universal Engineering Sciences ARC R15 0 t4pONp�j 5) k,rOpNE�O�' 108 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 • • m tom. 01 W 01 g��qap UJ L O W � 0 w W O ✓1 c L w STAMP: \%%IIIIII//// \��G' OEN - �� \IN Ali; \ 3 � a i Zr 0.19048 e 01Y/0 s1®NAt ERIC HAMMOND, 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 used for the project and site specifically ide ififled herein and is not to be used on any other project. It is to be returned upon request. [n o G10 WRIGHT GARDNER ARCHITECT, LLC. Z revisions No. Description Date 1 PERMIT 07-21-21 sheet title: PARTIAL SAWN ITA,R ISOMETRIC DUPLEX TYPE 2 UNIT 2 project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: i f l 1 /411 = 11 11 IT 2 - PARTIAL SANITARY ISOM ❑ NOT ISSUED FOR CONSTRUCTION ❑ ISSUED FOR CONSTRUCTION FJ1�3"V R ^� 2 U. I / a"SAN ( 56aP 51I I O' 3a I I I / / I / i / Za / I1/ / I / I \ I \ \ I \ I 6 S�oPE m � I / J / / / / d" 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 CCJn9�111ar�a,y Unlvera6l Fginp.Hg, Schenries 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 Lai r� u, M r® > C_l Q B . ' • z G] wo. ®L LU to Cetgi U O u- 7 a a ` t) W m ® �7coC7 LLJ C7 N r Z z � STAMP: \\\\\IIIIII//////� 1 ; t a_ 0. o FIOR\ 810 ERIC HAMMOND, PE EB 5315-PE 39048 This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC, fi is not m 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 net to be used on any other project. It is to be returned upon request. 02018 WRIGHT GARRNER ARCHITECT, LLC. revisions No. Description Date QPERMIT 07-21-21 sheet title: PARTIAL SANITARY IS MET I DUPLEX TYPE 2 UNIT 1 project number: 19-049 drawing date: 04.05.2021 state as nosed sheet number: LDING 1 DUPLEX TYPE 2- UNIT 1 - 1 /4" = 1'-01' ARY ISOMETRIC ❑ NOT ISSUED FOR CONSTRUCTION ❑ ISSUED FOR CONSTRUCTION - I , PS® BUILDING 1 DUPLEX TYPE 2- UNIT 1 - PARTIAL SANITARY ISOMETRIC 1411 M sq W Q oF�, CpNTINUI�oN H r _or 041,11 ,41 1 44'1 A CHANGES MADE ON THE ENTIRE SHEET 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. #39048 EB 5315 FGo 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 r" IT LLj (IN � sae 7A ® M ® Q LU Z W O ® ® a UJ CIO m Z O W CJ V1 r Z W M A STAMP: �`\e\GiiHAA4�yoo�f�� E' o, 904 . = S1F il LE OF ERIC HAMMOND, 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 used for the project and site specifically identified herein and is rot to be used on any other project. It is to be returned upon request. 02018 WRIGHT GARDNER ARCHITECT, U.C. revisions No. Description _ _Date 1 PERMIT 07-21-21 sheet title: PARTIAL SAN ITAR IS®l1AETRIC DUPLEX TYPE 2 UNIT 1 project number: 19-049 drawing date: 04.05,2021 scale as noted sheet number: P5.U4 ❑ NOT ISSUED FOR CONSTRUCTION ❑ ISSUED FOR CONSTRUCTION t„Hw4cI �N S � ER FOOTWPTpO / 3�a D FG SOP 3R Gy4 A COL �P TO 'OF WFO S) (5.5 1 "GoWFU 5) hvl1' FLOOR I �J A 1� INgr5)I LING( J r i r ' I A , I gR FOOT OOF O& fo 3/A3RO t^ GpL ur,5) RI-`'ARViFp i t�rlP'A / 1115, _ / I N,RO �a I � 314 " t'Hof FLOOR VH\1 N GOLOXTo 3R0 1Rj5ERWFU 5) (21 �3 IN cROHNo Ft��R 1" IN W Ury�\�/ � I I I I I I I I I I I I I I I I I I I I � wHA\A 66 GOl.i A 3Na^OI�OG 00 015) l\1 A GOLO I� 1 ( 1^�0EI�IIN IF S) I 14i. 1Ln� FOOT �N (5 MAsTFo GE�LIOG GOLD I� 1'00fFO'S) (1 / 1,4„ GOLD OHO No o I(3 C5I0'5) OpR IOgOAIN �S) / SeEOw(C9 wF�, / II,I FoR C NT�LA S) � Jr INUAT oN I O 4A`l HAORAN1 r� 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 Reviewed for Cftdsa Cornplianca ED Universal Enl,ln�etnp Science€ 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 r to LJ CIS >M z� w0 u O� S � O . J w m co w oz w F STAMP: 7�3904/8 l51ATE OF l4 ®////OINAL`O`\\' ERfC t�AIv�MD1ND, PE EB 5315-PE 39048 This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., & 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 on any other project. It is to be returned upon request. C2018 WRIGHT GARDNER ARCHITECT. I.I.C. revisions No. Description Date PERMIT 07-21-21 sheet title: PARTIAL (`MESTIC WATER ISOMETRIC DUPLEX TYPE 2 UNIT project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: P6 PARTIAL - DOP 1 /4" = 11-011 TER ISOMETRIC (DUPLEX UNIT ❑ NOT ISSUED FOR CONSTRUCTION ❑ ISSUED FOR CONSTRUCTION 2 PARTIAL ; D' 1 /4 = 1 -0 �D GEj01�0 „ow INJ 5) I Y'1rY SH v1 O� „030µ 12IjF� 5) IN1hNw& / (tp celllcw o NOW 'S 1 1 a„C IN cEIIINc k„HOf 111 FLOOR Y P f/ 360 w' COLP 0 p ffR 1 „HOf FLOOR Y 600"f0 3R0 ,RjS ro-5) (2t C WATER ISOMETRIC (DUPLEX UN 0R O& 30 �OD FOR R (6,5 GOO I T ug \ I / GEIU�IG GOGO 19 � I� / „ Of &5) 1 1'Nw 11f1 O�EIFO'N5) ' /` HOT N c 4 (� 1' SIN (> wFI�N� IyNW& NA.A \ S) ' w z (4 WO L N� 1 �GVI NA.A „GW Otp 1LING ) y,5 IN 5SN I 1. O 0R0 i i 11LX / AFIQw(2g w S W FoR cly Pus coNTINUON Y�Y I Wgll NAURANT AVER SNl1 T��FF sFl w(2g wP , FaR cry` ApE� s} CpNTINP AEON L 0ES MADEE 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 G9Reviewed for Code Compliance Universal Engineenn6 Sciences 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 r RIO Ln Wm m LU zo_ w `g o -® a ® pa N W m p Z W O in W STAMP: . 39 48 _ r /r , OFF -- \ 11 �io�F R1DP% sS�ONAI ERIC HAMMOND PE EB 5315-PE 39048 This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., is is rwt to be reproduced or copied in whole or in part. It is only to be used for the project and site speciflcaUy identified herein and is iwt to be med on any other project. It is to be returned upon request. 02GIB WRIGHT GARDNER ARCHITECT, LLC. revisions No. Description Date QPERMIT 07-21-21 sheet title: DOMESTIC WATER ISOMETRIC DUPLEX TYPE 2 UNIT 1 project number: 19-049 drawing date: 04.05.2021 scale as noted sheet number: mowF M--% - -00' 6 9 0 42h ❑ NOT ISSUED FOR CONSTRUCTION ❑ ISSUED FOR CONSTRUCTION T 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 INSERT HANGER ROD 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 MM 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) 1 /4-20 x 1 /4" _ SET SCREW (-�-3% NOM. VENT STACK SOCKET SET SCREW (3) COVER Mill 9" HIGH STACK FLASHING 26 GA ST.ST. FACTORY SOLDER ROOF CONSTRUCTION SLEEVE ROOF CONSTRUCTION (AS REQUIRED) NOTE. ANY NT WITHIN 10'-0" OF ANY DOOR, WINDOW, OR EX AU ST OPENI GS SHALL EXTEND NOT LESS THAN 3'-0" ABOV SUCH VENT THRU ROOF DETAIL ( SBC INDUSTRIES MODEL #VTREXVP OR EQUAL LAVATORY DIAGRAM HEAT OUTLET • FLOW CONTROL "L" 4" COPPER TUBING INLINE FLOW CONTROL "I" MOUNTING FLANGES INSTANT -FLOW HEATER L HOT 1/2" THREE WAY ANGLE STOP VALVE COLD COLD INLET MAIN COMPRESSION FITTINGS(2) O O RM-1671 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 THREAC 3/4" CONNECTION LESS FLANGE WHERE ATTACHED TO EXPOSED PIPING ROUGH CHROME PLATED VACUUM BREAKER (VANDAL PROOF) HOSE BIBB DETAIL TO DRAIN FOR CONT. SEE FLR. PLAN SOLD BLOCKING - BETWEEN STUDS C.O. PLUG --I it r UNION LA.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 11A-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 ML POLY OR 15 L . FELT TO THE PARTITION STUDS. (LAP OVER MEMBRANE EXTEND MEMBRANE UP WALL TO HERE FASTEN AT TOP ONLY r-CEMENT CERAMIC TILE OVER I BACKERBOARD CAULK MODIFIED THINSET L 40-MIL CPE SHOWER 15 LB.FELT AND WIRE LATH PAN MENBRANE MORTAR BED LATEX -MODIFIED J 2-PIECE-J!!j MORTAR SLOPED 34" PER FT CLAMPING DRAIN TUB PAN DETAIL N.T.S. HAMMOND & ASSOCIATES, INC. 111 CONSULTING ENGINEERS m" Amu 18800 N.W. 2ND AVENUE, SUITE 216 MIAMI, FLORIDA 33169 rl ht TEL: (305) 651-8522 FAX (305) 651-3376 ERIC J. HAMMOND P.E. MECHANICAL / ELECTRICAL ENGINEER A~ark, ef P.E. #39048 EB 5315 40% Omit, ru 154 Krog Street, #125 Atlanta, GA 30307 404-218-8460 LLJ u UJr\ to w v > " Reviewed for Code V1 re) p Q Compliance Universal Engineering LLJ Z to w F sdrences O O u_ 0 pp m ® �1 V z w CD to z w LU STAMP: r�0: STATE OF // /0 � b\`PE EB39048 This drawing is the property of WRIGHT GARDNER ARCHITECT, LLC., 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 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: A00"' P 0 ❑ NOT ISSUED FOR CONSTRUCTION ❑ ISSUED FOR CONSTRUCTION