|
2
<br />A6.61
<br />MIRK
<br />wwwo
<br />5/4X6
<br />D
<br />2ND FIN FLR
<br />E I evati on - Left
<br />Building Type II 3/32" = 1'-0"
<br />1 2
<br />A6.61 A6.62
<br />SIM
<br />5/4X6
<br />5/4X4
<br />D
<br />� Elevation - Right
<br />Building Type II
<br />EA661
<br />SIM
<br />2
<br />A6.61
<br />-i-�-- �� +Z-��--
<br />-------•
<br />•� i•i•�
<br />��-�Z�-••-ui----•----ice'
<br />�•*r�-_-�_sir�_�r_r-•��
<br />---t--•- -r-
<br />,�.T
<br />�i •*��--� -� ------'-'--ice•--��-•----�--�
<br />�- �iy--L-i'r---•
<br />-
<br />-ZI-'�----
<br />----i�--Z ---.[--i�-r•�-•------•-y-
<br />-_
<br />-r �� �ir�-
<br />-�. rrr�-■�r=-�-��_-�-'_
<br />=��••�-�r� �-.ar=�����.-�
<br />�_�-�� �•-��;��._�
<br />_-rr�;��-
<br />..
<br />....r��.-��_yr� �•--'ryr�� ������'*.
<br />-�■-.�-�---��� � r�� • �--
<br />yr, rz��,iz� �� .z.•
<br />��.-s� ���- �.- ,�•-'_--�.�*�
<br />_rzr ���-.� �-�- :=-?�- -y.� �-.�� ��_'�y�.�.r.-.�yr :�
<br />�- r -�� - -tom ,��.�- ��
<br />- .as-r�r �_•
<br />������r_ .�-�
<br />-z��-��r��_ '��r.•��--•��-����
<br />a���--�-�
<br />Wig
<br />� � �
<br />�.�rz �. �s.�r3���.�'�'��e.��
<br />'C.-'r----
<br />1b. z .��er��r�y � -' : �,—.—,—„•����-�.�
<br />-r -
<br />'
<br />� -�-' .�.�rC.•-�•.IZ• .4--
<br />� 1 � �- �a���
<br />.♦� ��-3-.r�� �_��������-rat ���._
<br />�_� ___.�
<br />FEMM 11111 ONE I
<br />on a
<br />IEIINN
<br />N ow N MME law,
<br />NMI m "M N LEI N
<br />Is N 1 10-11- !
<br />5'op N1 =w I - 10-IN
<br />Imipmo-e 1 10 0 11 iii lirl I I MIM i- I I I fin! L UJILI-1 I 1 1-11
<br />071 5/4X6 `--1061 `1 071 5/4X8 ' 1191 `-1 041 `1081 "-1151 `-1 071 5/4X4 '---A 061 `—] 101 B ' l 09
<br />Elevation - Rear
<br />Building Type II
<br />0 SHEET NOTES
<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, UNO, REFER TO ROOF PLANS FOR OTHER
<br />01
<br />INFORMATION RELATED TO THE ROOF, REFER TO CIVIL DRAWINGS FOR
<br />03
<br />DOWNSPOUT CONNECTIONS TO UNDERGROUND STORM WATER SYSTEM
<br />04
<br />F ALL FIBER CEMENT TRIM TO BE SMOOTH TEXTURE, ALL HORIZONTAL LAP
<br />BE GRAIN TEXTURE
<br />SIDING TO WOOD
<br />G ALL CEMENT PLASTER TRIM TO BE SAND TEXTURE, ALL OTHER CEMENT
<br />41'-6 3/4"
<br />PLASTER TO BE BRUSH FINISH TEXTURE
<br />TRUE SS BRG
<br />H ALL EXTERIOR TRIM BANDS, FINISHES, AND COLORS TRANSITIONS TO
<br />06
<br />RETURN TO INTERIOR CORNERS, COLUMN TRIMS, FLASHING, ETC. TO BE
<br />CONTINUOUS AROUND ALL SIDES OF THE COLUMN / PILASTER, REFER
<br />11
<br />TO SECTIONS FOR FLASHING DETAILS, ALL EXTERIOR COLORS TO BE
<br />32'-6 3/8"
<br />SELECTED BY OWNER, UNO
<br />4TH�
<br />J CONTRACTOR TO COORDINATE ALL EXTERIOR BUILDING LIGHTING AND
<br />30'-8 7/8"
<br />SIGNAGE WITH ELECTRICAL DRAWINGS AND LOCAL REQUIREMENTS,
<br />TRUE SS BRIG
<br />REFER TO ELECTRICAL DRAWINGS FOR DETAILS
<br />08
<br />K CONTRACTOR TO INSTALL ALL HANDRAILS AND GUARDRAILS WITH SOLID
<br />07
<br />5/4X6
<br />WOOD BLOCKING AND SHALL BE MOUNTED ON FIBER CEMENT BLOCKING
<br />21'-81/21'
<br />FOR FIBER CEMENT SIDING APPLICATIONS, HANDRAILS AND GUARDS
<br />3R D FAN FLR
<br />SHALL MEET THE STRUCTURAL REQUIREMENTS AS NOTED IN
<br />19'-11"
<br />SPECIFICATION SECTION 055213
<br />TRUE SS BRG
<br />L CONTROL JOINTS TO BE INSTALLED AS INDICATED IN THE ELEVATIONS,
<br />10
<br />D
<br />PER SPECIFICATION SECTION 092400, PER ASTM C 1063 AND IN
<br />09
<br />MANUFACTURER RECOMMENDED LOCATIONS, INCLUDING TOP OF FINISH
<br />FLOOR AND AT SUBSTRATE CHANGES
<br />10'-10 518"
<br />2ND FIN FLR
<br />9'--1 1_/8"
<br />■ KEYNOTES
<br />TRUE SS BRIG
<br />15
<br />01 ARCHITECTURAL ROOF SHINGLE SYSTEM PER ASSEMBLY, COLOR TO BE
<br />SELECTED BY OWNER
<br />V,En
<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 WI 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 />3/32" = 1'-0"
<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 />01
<br />SELECTED BY OWNER
<br />10 HARD COAT FOAM TRIM BAND WITH SMOOTH FINISH, REFER TO DETAIL
<br />41A6.61
<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 />41'-6 3/4"
<br />BY OWNER, CONTRACTOR TO SUBMIT SIGNED & SEALED SHOP
<br />TRUSS BRG
<br />DRAWINGS FOR REVIEW
<br />07 5/4X6
<br />12 PREFABRICATED POWDER COATED ALUMINUM AWNING WITH INTEGRAL
<br />07 5/4X4
<br />GUTTER AND ROD TIE -BACKS, CONTRACTOR TO COORDINATE AND
<br />PROVIDE BLOCKING FOR ALL CONNECTIONS, REFER TO DETAIL 11/A7.22,
<br />32'-6 3/8"
<br />COLOR SELECTED BY OWNER, SUBMIT SHOP DRAWINGS FOR
<br />4TH FIN FLR
<br />ARCHITECTURAL REVIEW AND COORDINATION OF WATER PENETRATION
<br />30'-8 7/8"
<br />DETAIL
<br />TRUSS BRIG
<br />08
<br />13 THRU-WALL SCUPPER, REFER TO SECTION DETAILS
<br />10 D
<br />14 OVERFLOW DRAIN OUTLET NOZZLE, REFER TO PLUMBING DRAWINGS
<br />2V-81/2"
<br />15 DOORS, WINDOWS, AND STOREFRONTS PER SCHEDULES
<br />3RD FIN FLR
<br />19
<br />16 EXHAUST VENT CAP, EXHAUST DISCHARGE SHALL TERMINATE NOT LESS
<br />TRUSS BRG
<br />US
<br />THAN 3 FEET IN ANY DIRECTION FROM OPENINGS (E.G. OPERABLE
<br />i
<br />WINDOWS AND DOORS) INTO THE BUILDING, FRESH AIR INTAKES SHALL
<br />11
<br />BE LOCATED 10 FEET AWAY FROM EXHAUST VENTS, CONTRACTOR TO
<br />-
<br />COORDINATE
<br />10'-10 5/8"
<br />17 BUILDING SIGNAGE TO BE DESIGNED BY OTHERS, COORDINATE
<br />2ND FIN FLR
<br />ELECTRICAL REQUIREMENTS WITH SIGNAGE VENDOR / OWNER, PROVIDE
<br />9'-1 1/8"
<br />SHEATHING AS REQUIRED BY SIGNAGE VENDOR AND CONFIRM EXACT
<br />TRUSS BRIG
<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 />3/32" = 1'-0"
<br />TYPICAL TRUSS HEEL DIAGRAM
<br />J
<br />W
<br />W
<br />2
<br />Cn
<br />M
<br />H
<br />REVISED ELEVATIONS - REPLACED
<br />SOME STONE VENEER WITH FIBER
<br />CEMENT SIDING. NOT CLOUDED FOR
<br />CLARITY.
<br />mFORUME
<br />a
<br />d
<br />ARCHITECTURE &
<br />a
<br />INTERIOR DESIGN, INC.
<br />C
<br />237 S. Westmonte Drive, Suite 220
<br />Altamonte Springs, FL 32714
<br />407.830.1400
<br />AR97193
<br />www.foru marchitecture.com
<br />Zephyr
<br />Commons
<br />Apartments
<br />City of Zephyrhills, FL
<br />09/27/2022
<br />Karen V McIntyre
<br />SET DISTRIBUTIONS:
<br />11/24/21 100% DD Set
<br />12/23/21 Owner Review Set
<br />02/17/22 ! Permit Set
<br />0 SHEET REVISIONS:
<br />PROJECT NO. 4097
<br />Building Type II -
<br />Exterior Elevations
<br />Elevation - Parking Side
<br />Building Type 11
<br />3/32" = 1'-0"
<br />A6.21
<br />
|