HomeMy WebLinkAbout008-A3.2EXTERIOR_ELEV_SECTIONS_Lot9SECTION/ ELEVATION TYPICAL NOTES:DRYWALL SPEC:-WALLS THAT ABUT NON-CONDITIONED SPACE: USE "DENSARMOR"-WALLS THAT ARE IN DIRECT CONTACT WITH WET AREAS: USE "DENSARMOR PLUS"ROOF NOTE:-SEE ROOF PLAN FOR GENERAL ROOF NOTES AND ROOF MATERIAL SELECTIONNOTESTYPICAL ARCHITECTURAL NOTES:-VERIFY ALL STRUCTURAL ELEMENTS WITH STRUCTURAL ENGINEER-COORDINATE ALL INTERIOR WALL, SOFFITS AND CEILING TREATMENTS WITHINTERIOR DESIGNER/ OWNER-ROOF AND BEARING HEIGHTS ARE SHOWN RELATIVE TO A REFERENCE ELEVATIONBASED ON TOP OF GRADE. U.N.O.-ALL HANDRAILS AND GUARD RAILS TO BE 36" AFF U.N.O. W/ VERTICALPICKETS/BALUSTRADES SPACED SO AS TO NOT ALLOW THE PASSAGEOF A 4" SPHERE. PROVIDE TOE RAILING AS REQ'D, MAX 2" A.F.F. COORD.FINAL MATERIAL, DESIGN, AND FINISH WITH ID/OWNER. HANDRAILS ANDGUARDS MUST COMPLY WITH THE REQUIREMENTS OF THE FBC R 2017.SECTION/ ELEVATION KEY NOTES:RF: ROOF/ EAVE ASSEMBLYRF-01DREXEL METALS - '5V PROFILE' PANEL ROOF SYSTEM. SEE MANUFACTURER'S INSTALLATION AND UNDERLAYMENT GUIDELINES. RF-02PRE-ENGINEERED WOOD ROOF TRUSSES @ 24" O.C. SEE FRAMINGPLAN AND SHOP DRAWINGS FROM TRUSS MFR. PROVIDE MIN R-20SPRAY FOAM INSULATION TO THE UNDERSIDE OF ROOF SHEATHINGAND AS NEEDED TO CREATE A SEALED ENVELOPE FOR CONDITIONEDSPACES. INSTALL PER MFR'S WRITTEN INSTRUCTIONS.RF-03STRUCTURAL FASTENER: (S.S.D.)RF-04CONTINUOUS FLASHING. SEE ROOF PLAN AND NOTES. USE COPPER.ALT. FACTORY COATED ALUM. TO MATCH METAL ROOFRF-05CONTINUOUS METAL DRIP EDGE ON 1X2 FASCIA OVER 1X8 FASCIA ON2X4 SUB-FASCIA.RF-06STUCCO SOFFIT (SEE FC-07).RF-07STUCCO SOFFIT (SEE FC-07) WITH CONTINUOUS VENT.RF-08PROVIDE CROSS-FLOW VENTILATION BETWEEN ADJOINING ROOFSYSTEMS.OP:OPENINGSOP-01WINDOW OR DOOR UNIT. INSTALL PER MFR'S WRITTEN INSTRUCTIONS.RECESS MIN 2" FROM FACE OF WALL. SEE SHEETS A6.1 & A 6.2 FORBUCK ATTACHMENT DETAIL AND WATERPROOFING DETAILS. SEEFLOOR PLAN FOR UNIT LOCATIONS AND DIMENSIONS.OP-02SEE WINDOW/ DOOR DETAILS ON SHEET A6.2 FOR HEAD, JAMB AND SILLDETAILS. SEE ELEVATIONS FOR LOCATIONS.OP-03GARAGE DOOR - AS SELECTED BY OWNER. SEE GENERAL DOOR NOTESON SHEET A6.1.OP-04PROVIDE CONTINUOUS DRIP EDGE AT HEAD.WL: WALL ASSEMBLYWL-01EXTERIOR MASONRY ASSEMBLY:8" NOMINAL REINFORCED CMU WALL - S.S.D.WL-02EXTERIOR FRAME ASSEMBLY:EXTERIOR FINISH SYSTEM OVER EXTERIOR GRADE PLYWOODSHEATHING OR STRUCTURAL ZIP-BOARD ON WOOD FRAMING SYSTEM.PROVIDE MIN R-19 BATT INSUL. UNLESS NOTED OTHERWISE. (S.S.D.)*WHERE STRUCTURAL SPACING @ 16" O.C.(TYP. @ WALLS): USE MIN.1/2" EXTERIOR GRADE SHEATHING*WHERE STRUCTURAL SPACING @ 24" O.C.(TYP. @ ROOFS): USE MIN.5/8" EXTERIOR GRADE SHEATHINGWL-03EXTERIOR FINISH: CEMENT PLASTERNOTE: PROVIDE EXPANSION JOINTS, CONTROL JOINTS, & WEEPSCREEDS AT ALL REQUIRED LOCATIONS PER FBCR, AND ALL CURRENTINDUSTRY STANDARDS.MASONRY SUBSTRATE: MIN 1/2" CEMENT PLASTER ON CONCRETEMASONRY WALL AND CAST CONCRETE SURFACES. FINISH ASSELECTED BY OWNER. HOLD CEMENT PLASTER 2" ABV. GRADE. TYP.WOOD FRAME SUBSTRATE: MIN 7/8" STUCCO ON GALV. MTL. LATH ONTYPAR STUCCO WRAP ON EXTERIOR FRAME ASSEMBLY. SEE WL-02.WL-04EXTERIOR FINISH: SIDINGARCHITECTURAL GRADE LINE FIBER CEMENT SIDING.INSTALLED PERMANUFACTURER WRITTEN INSTRUCTIONS.WL-05INTERIOR FINISH: DRYWALL. SEE SECTION/ ELEVATION TYPICAL NOTES.MASONRY SUBSTRATE: 1/2" DRYWALL INTERIOR WALL FINISH ON P.T.FURRING STRIPS W/ PERMEABLE RADIANT BARRIER WITH MIN. R4.1INSULATION VALUE. HOLD DRYWALL 1/2" OFF FLOOR DECKING/SLAB.TYP. COORD. FURRING THICKNESS WITH FLOOR PLANS. WHEREADDITIONAL THICKNESS IS SHOWN USE 2X STUDS W/ MIN 1/2" AIR GAPTO SEPARATE STUDS FROM CONCRETE SUBSTRATE, USE P.T.MEMBERS WHERE IN DIRECT CONTACT WITH CONCRETE SUBSTRATE.WOOD FRAME SUBSTRATE: 1/2" DRYWALL INTERIOR FINISH. HOLDDRYWALL 1/2" OFF FLOOR DECKING/SLAB.WL-06CONT. BOND BEAM. (S.S.D.)WL-07C.I.P BEAM - (S.S.D.)WL-08HEADER/ BEAM (S.S.D.)WL-09PROVIDE JOINT AT DISSIMILAR MATERIALS PER FBCR.WL-10POURED CONC. BEAM (S.S.D.)WL-11CONTROL JOINTFC:FLOOR/ CEILING ASSEMBLYFC-01FLOOR SYSTEM: MIN. 4" THICK REINFORCED CONCRETE SLAB ONCONTINUOUS 6 MIL VAPOR BARRIER ON CLEAN AND WELL COMPACTEDTERMITE TREATED FILL. SSD. FLOOR FINISH - AS SELECTED BY OWNER.FC-02FOUNDATION AND FOOTING. MIN 16" BELOW GRADE. SSD.FC-03FLOOR SYSTEM: (1) LAYER 3/4" T&G PLYWOOD STURD-I-FLOOR DECKINGGLUED AND SCREWED ON PRE-ENGINEERED FLOOR TRUSS SYSTEM ORSPECIFIED FLOOR MEMBERS. (S.S.D.) PROVIDE CONTINUOUS ENDBLOCKING. PROVIDE INSULATION FOR SOUND REDUCTIONTHROUGHOUT AT OWNERS OPTION. INSULATION IS REQUIREDADJACENT TO NON CONDITIONED SPACES SUCH AS THE GARAGE.FLOOR FINISH - AS SELECTED BY OWNER. FC-04PT LEDGER (BRG. or NON-BRG.) (S.S.D.)FC-05BEAM/GIRDER. (S.S.D.)FC-06CEILING FINISH: 1/2" C.D. GYP. BOARD.FC-07CEILING FINISH: MIN 7/8" STUCCO ON GALV. MTL. LATH ON TYPARSTUCCO WRAP ON EXTERIOR FRAME ASSEMBLY (SEE WL-02).FC-08COORD. PASSAGE OF HVAC DUCT THROUGH TRUSS SYSTEM.FC-09POURED IN PLACE CONCRETE BALCONY. S.S.D. SLOPE TO DRAIN.FC-10FLOOR DRAIN SEE DET. B/A4.1FC-11IPE (OPEN) WOOD DECKING. INSTALL AS PER MANUFACTURERSWRITTEN INSTRUCTIONS. COLOR AS PER OWNER.FC-12STRUCTURAL FASTENER: (S.S.D.)FC-13P.T. 2x's (S.S.D.)EF:EXTERIOR FEATURESEF-01NOT USED.EF-02STUCCO ACCENT - SILL, BANDING OR TRIMEF-0336" HIGH RAILING SYSTEM- FOR ILLUSTRATION ONLY. FINAL DESIGN &MATERIAL TO BE SELECTED BY OWNER. SEE ELEVATION/ SECTIONTYPICAL NOTES THIS SHEET.EF-04DECORATIVE BRACKET. FINAL DESIGN & MATERIAL TO BE SELECTED BYOWNER.EF-05LIGHT FIXTURE - AS SELECTED BY OWNEREF-06DECORATIVE LOUVERED PANELEF-07DECORATIVE WOOD SIDING. COLOR AS SELECTED BY OWNER.IN:INTERIOR FEATURESIN-011x6 T&G WOOD MOUNTED TO THE UNDERSIDE OF THE TRUSS. COLORAS PER ID/OWNER03-03-21011ST FL. SLAB0'-0" REF. ELEV.100'-0" AMSLROOF BEARING10'-0" ABV. REF. ELEV.2ND FLOOR12'-0" ABV. REF. ELEV.ROOF BEARING22'-0" ABV. REF. ELEV.HEADER HT.20'-0" ABV. REF. ELEV.HEADER HT.8'-0" ABV. REF. ELEV.6126126126126:126:12EF-06WL-01EF-02WL-02WL-04EF-02RF-01WL-02EF-02WL-01RF-01RF-01EF-0213.2LEFT ELEVATIONSCALE: 1/4" = 1' - 0"WL-111ST FL. SLAB0'-0" REF. ELEV.100'-0" AMSLROOF BEARING10'-0" ABV. REF. ELEV.2ND FLOOR12'-0" ABV. REF. ELEV.ROOF BEARING22'-0" ABV. REF. ELEV.HEADER HT.20'-0" ABV. REF. ELEV.HEADER HT.8'-0" ABV. REF. ELEV.22'-0"10'-0"10'-0"10'-0"612612612RF-02RF-01WL-02WL-04WL-01RF-0122'-0"EF-06WL-01RF-01WL-0223.2BUILDING SECTIONSCALE: 1/4" = 1' - 0"FC-02FC-02REFER TO TRUSS MAN'F DRAWINGSFOR ACTUAL TRUSS LAYOUT.(REFERENCE ONLY)REFER TO TRUSS MAN'F DRAWINGSFOR ACTUAL TRUSS LAYOUT.(REFERENCE ONLY)REFER TO TRUSS MAN'F DRAWINGSFOR ACTUAL TRUSS LAYOUT.(REFERENCE ONLY)SLOPE MIN. 18" per ft.SLOPE MIN. 18" per ft.VENT THRU ROOFVENT THRU ROOFA3.22017-11-08SHEET NOSCALE
10/15/2019
AS INDICATED
PROJECT NO
DATE
1511
CHK BY
NAG
DRAWN BY
Ph: 407-647-0938 Fax: 407-647-2499
email : Mark@nasrallah.com
3920 Edgewater Drive, Suite 101
Orlando, Fl. 32804
AA26001471
MARKDATE REMARK BY
MN
Designer hereby expressly reserves his copyright and other property rights in these plans. These plans and drawings are not to be reproduced, changed or copied in any form or manner
whatsoever without first obtaining the express permission and consent of the architect., nor are they to be assigned to any party without first obtaining said written permission and consent.
Written Dimensions on these drawings shall have precedence over scale dimensions: Contractors
shall verify and be responsible for all dimensions and conditions on the job and this office must be
notified of any variation from the dimensions and conditions shown by these drawings.
Architectural Group Inc
2020-12-22 Building Department Permit Set
not valid withoutoriginal or electronicsignature & sealMark P. NasrallahFla. Reg. AR 0008136Accuracy StatementThis item has been digitally signed and sealed by Mark P Nasrallah on the date containedwithin the digital signature above. Printed copies of this document are not consideredsigned and sealed and the signature must be verified on any electronic copiesSt. Lucie County, FL
Gelcorp. Industries
A Custom Residence For:
"AVALON BY THE BEACH" - LOT 9
PARCEL ID
2021-03-03 01 BLDG DEPT. COM. CW