|
SHEET NOTES
<br />CS
<br />C
<br />-r
<br />u
<br />5/4X4
<br />5/4X6
<br />1
<br />A6.61
<br />.+ter-�
<br />m-'-�wiI�
<br />m
<br />m
<br />e�--r.�r=�-+-•�
<br />•
<br />_-�.1-.��-,C-i;�-�.--
<br />�_����-s=r�-�_����__-_\I
<br />C
<br />n
<br />0
<br />I�h
<br />mill
<br />1
<br />101
<br />01!
<br />�--ICI■III
<br />.._=��
<br />ICI
<br />::
<br />NMI
<br />Ron_
<br />a
<br />■■
<br />Ip•
<br />C
<br />��
<br />�
<br />? �
<br />Illllllll_
<br />=
<br />1�
<br />�_
<br />11=
<br />L�_J
<br />�
<br />_�
<br />II-
<br />�IIIIII
<br />�
<br />=
<br />=
<br />■
<br />IC��-1
<br />11-
<br />-
<br />1
<br />Elevation - Left
<br />Building Type I
<br />2
<br />A6.62
<br />PANEL TRIM ABOVE. GC TO COORDINATE J
<br />1
<br />A6.62
<br />3/32" = 1'-0"
<br />5/4X6
<br />5/4X4
<br />9
<br />Elevation - Right
<br />Building Type I
<br />.'IM1111mln.luu l r.uuoil nI'll =r=�_�.. .... .,...c.ruan ., .m..... .... ,.:.....1�1 ...... ..:.. u.. IP .-■�1�■Sil'_\I
<br />�A A . -i MI
<br />-\ - �.-■�
<br />LN I
<br />-_ ACC =_FF1
<br />�_ C.®__ __ ®•• �_ __ ••.0 =_ �_ ❑CC � C■.0 = __ CC■ ❑__ _= C. C. s __ .C.. � C.�❑ __�_ �_ .C.. s;_ ■C C. � �_ CC CC
<br />19
<br />Elevation - Rear
<br />041 —1151 ` 1071 5/4X8 ` -1081 ' —1071 5/4X6 ` 1061 1101 B --A09
<br />151 `108
<br />09
<br />3/32" = 1'-0"
<br />101 D
<br />3R❑ 21'-81
<br />IFIF
<br />2ND FIN FLR
<br />11L j Building Type 1 3/32" = 1'-0"
<br />A REFER TO SHEET A1.03 FOR GENERAL NOTES
<br />B REFER TO SHEET A1.04 AND A1.05 FOR CONSTRUCTION ASSEMBLIES
<br />C REFER TO SHEETS A5.61 THRU A5.69 FOR UNIT PLANS
<br />D REFER TO SHEETS A9.11 AND A9.21 FOR DOOR, WINDOW AND
<br />STOREFRONT SCHEDULES
<br />E ALL ROOF SLOPES TO BE 5:12, LINO, REFER TO ROOF PLANS FOR OTHER
<br />INFORMATION RELATED TO THE ROOF, REFER TO CIVIL DRAWINGS FOR
<br />DOWNSPOUT CONNECTIONS TO UNDERGROUND STORM WATER SYSTEM
<br />F ALL FIBER CEMENT TRIM TO BE SMOOTH TEXTURE, ALL HORIZONTAL LAP
<br />SIDING TO BE WOOD GRAIN TEXTURE
<br />G ALL CEMENT PLASTER TRIM TO BE SAND TEXTURE, ALL OTHER CEMENT
<br />PLASTER TO BE BRUSH FINISH TEXTURE
<br />H ALL EXTERIOR TRIM BANDS, FINISHES, AND COLORS TRANSITIONS TO
<br />RETURN TO INTERIOR CORNERS, COLUMN TRIMS, FLASHING, ETC. TO BE
<br />CONTINUOUS AROUND ALL SIDES OF THE COLUMN / PILASTER, REFER
<br />TO SECTIONS FOR FLASHING DETAILS, ALL EXTERIOR COLORS TO BE
<br />SELECTED BY OWNER, UNO
<br />J CONTRACTOR TO COORDINATE ALL EXTERIOR BUILDING LIGHTING AND
<br />SIGNAGE WITH ELECTRICAL DRAWINGS AND LOCAL REQUIREMENTS,
<br />REFER TO ELECTRICAL DRAWINGS FOR DETAILS
<br />K CONTRACTOR TO INSTALL ALL HANDRAILS AND GUARDRAILS WITH SOLID
<br />WOOD BLOCKING AND SHALL BE MOUNTED ON FIBER CEMENT BLOCKING
<br />FOR FIBER CEMENT SIDING APPLICATIONS, HANDRAILS AND GUARDS
<br />SHALL MEET THE STRUCTURAL REQUIREMENTS AS NOTED IN
<br />SPECIFICATION SECTION 055213
<br />L CONTROL JOINTS TO BE INSTALLED AS INDICATED IN THE ELEVATIONS,
<br />PER SPECIFICATION SECTION 092400, PER ASTM C 1063 AND IN
<br />MANUFACTURER RECOMMENDED LOCATIONS, INCLUDING TOP OF FINISH
<br />FLOOR AND AT SUBSTRATE CHANGES
<br />E KEYNOTES
<br />01 ARCHITECTURAL ROOF SHINGLE SYSTEM PER ASSEMBLY, COLOR TO BE
<br />SELECTED BY OWNER
<br />02 LOW ROOF WITH 5:12 SLOPE, UNO
<br />03 TYPICAL FASCIA TRIM: 5/4 X 8 FIBER CEMENT FASCIA BOARD OVER 2X8
<br />WOOD SUB FASCIA W/ METAL DRIP EDGE AT ROOF PERIMETER.
<br />04 ALUMINUM GUTTERS AND DOWNSPOUTS, COORDINATE DOWNSPOUT
<br />LOCATIONS WITH THE ROOF PLANS AND SITE CONDITIONS, COLOR TO BE
<br />SELECTED BY OWNER
<br />05 DOWNSPOUTS OVER LOW ROOFS SHALL DISCHARGE IN THE DIRECTION
<br />OF SLOPE
<br />06 FIBER CEMENT LAP SIDING PER ASSEMBLY, 6" REVEAL
<br />07 FIBER CEMENT TRIM, SIZE AS INDICATED
<br />08 FIBER CEMENT PANEL PER ASSEMBLY, WHERE INDICATED COVER AND
<br />SEAL SEAM WITH BATTENS, WHERE NOT INDICATED PROVIDE FLASHING
<br />PER MANUFACTURER
<br />09 MANUFACTURED THIN STONE VENEER PER ASSEMBLY, COLOR
<br />SELECTED BY OWNER
<br />10 HARD COAT FOAM TRIM BAND WITH SMOOTH FINISH, REFER TO DETAIL
<br />4/A6.61
<br />11 42" HIGH ALUMINUM GUARDRAIL WITH VERTICAL PICKETS SPACED SUCH
<br />THAT A 4 INCH SPHERE CAN NOT PASS THROUGH, ALL ENDS ATTACHED
<br />TO WALL, REFER TO SPECIFICATION SECTION 055213, COLOR SELECTED
<br />BY OWNER, CONTRACTOR TO SUBMIT SIGNED & SEALED SHOP
<br />DRAWINGS FOR REVIEW
<br />12 PREFABRICATED POWDER COATED ALUMINUM AWNING WITH INTEGRAL
<br />GUTTER AND ROD TIE -BACKS, CONTRACTOR TO COORDINATE AND
<br />PROVIDE BLOCKING FOR ALL CONNECTIONS, REFER TO DETAIL 11/A7.22,
<br />COLOR SELECTED BY OWNER, SUBMIT SHOP DRAWINGS FOR
<br />ARCHITECTURAL REVIEW AND COORDINATION OF WATER PENETRATION
<br />DETAIL
<br />13 THRU-WALL SCUPPER, REFER TO SECTION DETAILS
<br />14 OVERFLOW DRAIN OUTLET NOZZLE, REFER TO PLUMBING DRAWINGS
<br />15 DOORS, WINDOWS, AND STOREFRONTS PER SCHEDULES
<br />16 EXHAUST VENT CAP, EXHAUST DISCHARGE SHALL TERMINATE NOT LESS
<br />THAN 3 FEET IN ANY DIRECTION FROM OPENINGS (E.G. OPERABLE
<br />WINDOWS AND DOORS) INTO THE BUILDING, FRESH AIR INTAKES SHALL
<br />BE LOCATED 10 FEET AWAY FROM EXHAUST VENTS, CONTRACTOR TO
<br />COORDINATE
<br />17 BUILDING SIGNAGE TO BE DESIGNED BY OTHERS, COORDINATE
<br />ELECTRICAL REQUIREMENTS WITH SIGNAGE VENDOR 1 OWNER, PROVIDE
<br />SHEATHING AS REQUIRED BY SIGNAGE VENDOR AND CONFIRM EXACT
<br />LOCATION WITH OWNER, VENDOR AND AHJ
<br />18 ELEVATOR HOISTWAY VENT, REFER TO MECHANICAL DRAWINGS
<br />19 EXHAUST VENT, REFER TO MECHANICAL DRAWINGS
<br />TYPICAL TRUSS HEEL DIAGRAM
<br />J
<br />W
<br />W
<br />2
<br />Cn
<br />cI
<br />H
<br />REVISED ELEVATIONS - REPLACED
<br />SOME STONE VENEER WITH FIBER
<br />CEMENT SIDING. NOT CLOUDED FOR
<br />CLARITY.
<br />FORUME
<br />ARCHITECTURE &
<br />INTERIOR DESIGN, INC.
<br />237 S. Westmonte Drive, Suite 220
<br />Altamonte Springs, FL 32714
<br />407.830.1400
<br />AR97193
<br />www. fo r u m a rc h i to cfiu re . co m
<br />IMIM
<br />Zephyr
<br />Commons
<br />Apartments
<br />City of Zephyrhills, FL
<br />iMM
<br />09/27/2022
<br />I Karen V McIntyre
<br />AR0017018
<br />SET DISTRIBUTIONS:
<br />11/24/21 100% DID Set
<br />12/23/21 Owner Review Set
<br />02/17122 Permit Set
<br />0 SHEET REVISIONS:
<br />PROJECT NO. 4097
<br />Building Type I -
<br />Exterior Elevations
<br />Elevation - Parking Side
<br />Building Type I
<br />3/32" = 1'-0"
<br />A6.11
<br />
|