HomeMy WebLinkAboutpitkin.bldg.264335300005 (2015)DOCUMENT
LAYOUT
Certificate of Occupancy or Letter of Completion
Permits
Final Inspections
Any Supporting Documents
Site Plans
(NOTE: All structural plans will be grayed out. If you require the ability to see structural
plans, you must have a letter from the owner stating you are allowed to have plans. This
letter must be submitted to Pitkin County Community Development Department)
CERTIFICATE OF
OCCUPANCY/
LETTER OF
COMPLETION
LETTER OF COMPLETION
Pitkin County Community Development Department
This certificale is Issued pursuant to the requirements of the 2009 edition, section 110 of the International
Building Code.
This certificate Is accepted with the understanding that the Inspection and inspection report do not in any way
constitute a guarantee, warranty of merchantability or fitness for a particular purpose, express or implied
warranty of habitability, or assurance In any way of the safety of the structure and its appurtenances.
Additionally, neither the inspection nor inspection report am substitutes for any real estate transfer disclosures
which may be required by law or a complete inspection by the owner or subsequent buyer or occupant
Pursuant to state law the owner is StspeNibie for insoeGion and maintenance of the structure and systems.
Signature ofApplicant �—�7� Dated pi - aq - t 7
Chief Building(ficial 4 V I afe
Note: In all occupancies, except It, this certificate must be posted Ina conspicuous place near lite main exit on the premises for which
It Is Issued. Any androgen or use of these described praff sits or porflon thereof wilhoul the wdllen approval of the Building Official shall negate
this letter and subled It to mvcWton.
4�.
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00001:1 d -7
Use Classlficatlon:
COMMERCIAL
Building Permit:
00162015.PCGR
Building Address:
215 AABC
ASPEN CO 81611
Owner of Building:
HOLY CROSS ELECTRIC ASSN
' Owner Address:
PO BOX 2150
GLENWOOD SPRINGS C081602
Group:
IBC
Type of Conslrucllon:
VB
Use Zone:
Description:
Parcel ID 264335300005
Re -roof with Class A roof.
Comments & Restrictions:
This certificale is Issued pursuant to the requirements of the 2009 edition, section 110 of the International
Building Code.
This certificate Is accepted with the understanding that the Inspection and inspection report do not in any way
constitute a guarantee, warranty of merchantability or fitness for a particular purpose, express or implied
warranty of habitability, or assurance In any way of the safety of the structure and its appurtenances.
Additionally, neither the inspection nor inspection report am substitutes for any real estate transfer disclosures
which may be required by law or a complete inspection by the owner or subsequent buyer or occupant
Pursuant to state law the owner is StspeNibie for insoeGion and maintenance of the structure and systems.
Signature ofApplicant �—�7� Dated pi - aq - t 7
Chief Building(ficial 4 V I afe
Note: In all occupancies, except It, this certificate must be posted Ina conspicuous place near lite main exit on the premises for which
It Is Issued. Any androgen or use of these described praff sits or porflon thereof wilhoul the wdllen approval of the Building Official shall negate
this letter and subled It to mvcWton.
4�.
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00001:1 d -7
PERMITS
PITKIN COUNTY BUILDING PERMIT APPLICATION
130S GALENA ST ASPEN, CO 81611
OFFICE PHONE 9709720.5526 p 9769265439
INSPECTION LINE: 974926http://www.aspenpitkin.com
httD://www.asoenpitkin.com
Applicant to complete numbered spaces only. Permit Number (Office Use O I j emit
1. JOB ADDRESS (fill out address form if noyne( rro^•
m
�MraumaA/tly�
2/5
ex
2. O NE Mann,sedmF rho^'
DE
O C✓.sS Aeei 7 r ev✓e� Ca /QOZ
FD
B. CT MwNn{bdmr npry
3dP}Lti-3�
O
r OI'e/g 2 �GBOD=L
FS
we; O S'0 aiL xx .-Oge
4. ARCHITECT OR ENGINEER OF RECORD Moen{Add— red.
MH
Z
MS
a
6. Parcel ID If(call 920-5160) 3.s -0 to
ZG
'm
1
R.
i
7. CLASS OF WORK rO A /eceQ/tM T
e., lw
ENERGYCODE E MAN FEE NING DEPOSIT G6 FEE
3
v
�C�J
NEW ADDITION ALTERATION REPAIR
8. Use of Building
USE AV PERMIT FEE ZONING FEE RD IMPAR FEE
[� 9
Residentlal Commercial Agriwitural M Other
OTHER IMPACT Deed Restrktbn
9. Is LP Gas used? yes No
AH IMPAR FEE KEMP FEE FEE Rq'd7
Customer's Existing Sq Total Sq Footage
10. Valuation New Sq Footage Flata[. for THIS pens"
Type d
Z/l
•/ 0 , 00
Total SF of Beg ARwl Valuation No. of storles C nstru:IN{I
11. Description of work (Include Main Bldg Permit R H this is a change order)
No. of Bedrooms No. of
Added Dwelling Uri bd
nNn Ca
J/ v,-,-E{isting
/ cC t L Ar.� / -^ d(
E C-
/
O / / • 0 T ft/ t
0¢ Group oa leatl Just site Use lode
154 .it. G r
APPROVALS AUTHORIZED BY DATE
Zoning
laed ue,
H.P.C.
EH/NR
Separate permits are required for Electrical, Plumbing, Heating, Ventilating or Air E,erei
Conditioning.
This permit becomes null and void H work or construction authorized Is not commenced Fire Marshal
within 12 months or if construction or work is suspended or abandoned for a period of Fire SpdnNer Requtred?Y/N Alarm Required?vM
O
180 days at any time after work is commenced.
I hereby certify that I have read and examined this application and know the same to be Ctv of Aspen water
true and Correa. All provisions of laws and ordinances governing this type of work will Aspen Cons. Asn Dist
be complied with whether specified herein or not. The granting of a permit does not
presume to give authority to violate or cancel the provisions of any other state or local pilar
n i
law regulating construction or the performance of construction. It is my responsibility to
�•.J
review the approved plans and any comments that are contained thereon and see that
the structure and/or project is bulllt In compliance with all applicable codes.
NOTE: Thlifwmisa permH on nnlltlatetl. WPIN mahout a Permit will to double feed.
X GLq X
Com%0j9Wg—natu;K Signature of Owner (If Owner Builder( Date
to�yl�f[
I �F0 c
X Pi A)L Nn LI.L f UJVS SU„M 1 `�1 .l X
Print Date Print Date
For Office Use Only
APPLICATION, APPROVED MR
sUBMRTAI ACCEPTED, PIANS CHECKED ISSUANCE
e
E
fitoataSubmittal Fees Recelpted:
mtU)1-1;0T1 cam_ i
Pald Cade
lezidlebokedi
Pald Zonire DiI
Paid GIS Fee
Issuance Fees Remlpted:
n 1. z1.
Paid leverage FNGh
V
PW AN fRIpen Fee
Ptld Rent{INry Zoning Fee
Paid Road lmpan Fee
Peld UM Tax I
CEJ Pew MMP
hid Dow, fee
O'
4A
0 0 Uu 'ex S
1 S S L c- r eA,
FINAL
INSPECTIONS
InsPCList.rpt Inspection Check List Page: 5
10/1/2015 8:51:38AM PITKIN COUNTY Inspection Line:920-5532
Inspection Schedule for rayg
Scheduled for October 01, 2015
Permit No: 0016.2015.PCGR
Type: j33 J� } FINAL BUILDING INSPECTION Time: 08:00
Notes:/roof (final '/
DESCRIPTION: #Storie';: Gara -Attac ed: Deta e : Carport: Bedrooms: Full
Bath:_ 3/4 Baths: 1/2 Ba Kitchen-_ C ESSORY UNIT: Living: Kitchen: Bath:
Bedroom: Other
Fireplace -Maker: Gas Appli ce- aker: I Gas Log:
Inspection Res ts: < (�
1 - Accepted 2 -Accepted as Noted 3 - Rejected 4 - Partial/Not Complete
Reinspection ee S
Comments:
This inspection report is accepted with the understanding that the inspection does not in any way constitute a guarantee, warranty
of merchantability or fitness for a particular purpose, express or implied warranty of habitability, or assurance in any way of the
>afety of the structure(s) and system(s) inspected, nor shall this inspection be construed to relieve or lessen the responsibility of
the person(s) responsible for performing the work. Additionally, neither this inspection nor this inspection report is a substitute for a
complete inspection by the owner or subsequent buyer or occupant. Pursuant to state law the owner is responsible for inspection
and maintenance of the structure and systems.
'{/
Date ( Vvate/ SsignatureofApplicant el� Print Name /i*9 1)w�Yt
Date& /—/41� Signature of Inspector Print Name P
Address Conta Na e: alex Cont ct # (303) 472-0324
215AABC 0000 '3
Contractor: D & D ROOFING INC Owner: HOLY CROSS ELECTRIC A Page: 5
InspCList.rpt
7/2912015 8:03:01AM
Inspection Check List
PITKIN COUNTY
Inspection Schedule for rayg
Scheduled for July 29, 2015
Permit No: 0016.2015.PCGR
Type: 133
Notes:
DESCRIPTION: #Stories:
Bath:_ 3/4 Baths: 112
Bedroom: Other:
Fireplace -Maker:
FINAL BUILDING INSPECTION
Garage-Attac d:foetf
1 - Accepted _�� 2 - Accepted as Noted _ 3 - Rejected
Reinspection Fee
Comments: rVPJ J,J /—I '
Inspection Line:920-5532
Time: 08:00
Carport: Bedrooms: Full
UNIT: Living: Kitchen: Bath:
Log:
4 Pdrtial/Not Complete
Page: 7
This inspection report is accepted with the understanding that the inspection does not in any way constitute a guarantee, warranty
of merchantability or fitness for a particular purpose, express or implied warranty of habitability, or assurance in any way of the
safety of the structure(s) and system(s) inspected, nor shall this inspection be construed to relieve or lessen the responsibility of
the person(s) responsible for performing the work. Additionally, neither this inspection nor this inspection report is a substitute for a
complete inspection by the owner or subsequent buyer or occupant. Pursuant to state law the owner is responsible for inspection
and maintenance of the structure and systems.
OOOOL)L.
Date Signature of
Date - - /)l Signature of
Address
215 AABC
Namet
Name ti
Conte t # (303) 500-4186
Contractor: D & D ROOFING INC Owner: HOLY CROSS ELECTRIC P Page: 7
APPLICATON
MATERIAL
00162015WgL
IT�tN Pitkin County Community Development General/Building Permit
4 Count T'V 130 S Galena St, Aspen, CO 81611 Contact Sheet
Phone (970) 920-5526 Fax (970) 920.5439
COMMUNITY DEVELOPMENT
000005
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Permit Information
Job Address
Z/S t e o�
v :nc rl 4e•r cr
Permit Type
Q.m" 4 1-a eA"e ft
Contact Information
Name "�
/Ta/ Cra rt unci
Phone
970
Alternate Phone
Mailing Address:
1 2791 EL
City
,
State
Zip Code
S-/leoz
E-mail Address
Demers Auttionred Agent
Name
%rc .
Phone
9 70 - /
Alternate Phone
Mailing Address:
o is c
City —State
Gi.. J 1. c ka
State
C rJ
Zip Code
8( S-ble
E-mail Address
General Contractor
Name ` n M1
Phone
Alternate Phone
Mailing Address:
`C,
(0270 e.Sar .,C
City
Co.•„wticc -f
State
Co
Zip Code
800z2
E-mail Address f—•�
/fit 4SKC QYYO t,12
Architect or Designer
Name
COµ't
Phone
Alternate Phone
Mailing Address:
City
State
Zip Code
E-mail Address
Landscape Architect of Record
Name
Phone
Alternate Phone
Mailing Address:
City
State
Zip Code
E-mail Address
Engineer of Record
Name
Phone
Alternate Phone
Mailing Address:
City
State
Zip Code
E-mail Address
Other Contact
Name
Phone
Alternate Phone
Mailing Address:
City
State
Zip Code
E-mail Address
Please provide any additional Information that may help us contact you for any questions regarding your building RftnaGiour
JUN 10 ZU15
Communb Develo
000005
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Technical Data Sheet 0 0CeftinTMM
Presidential Shake/Presidential TL ShakeTm Starter Qu1ity m4 nrt,i&&tiocuvxrwmwte "'
Shingle
PRODUCT DESCRIPTION
Presidential Shake/Presidential TL Shake Starter combine durability and flexibility for better resistance to blow -off.
Two layers need to be applied as shown on the wrap. Availability depends on sales region.
Limitations: Use as a double -layer starter course for CertainTeed's Presidential and Presidential TL shingles
ONLY). Apply in accordance with local building code requirements and following good roofing practice. Low slope
(2" - 4" per foot) application requires additional underlayment. In areas where icing along eaves can cause a
backup of water, apply CertainTeed WinterGuardT Waterproofing Shingle Underlayment, or its equivalent, to the
deck according to application instructions provided with the product and on shingle package.
Composition and Materials: Presidential/Presidential TL Starter shingles are composed of a fiber glass mat base.
Ceramic coated mineral granules are tightly embedded in specially refined, water-resistant asphalt.
Applicable Standards:
ASTM D 3462
ASTM D 3018 Type I
ASTM E 108 Class A Fire Resistance
CSA Standard A123.5-98 (& -05)
TECHNICAL DATA
Weight/Bundle (approx.):
Dimensions (overall):
Coverage/bundle:
ICC -ES -M ESR -13890-79 v �I EWA] D
NYC -MEA -120-79-M � � ,. `�' EWA
� D
UL 790 Class A Fire Resistance ' 4 70 i5
FOR ODE COMPLLWE
78 Ib
13-1/4" x 40"
36.67 lin. Ft based on 2 -layer application
INSTALLATION
Each bundle of shingles has detailed installation instructions including diagrams. IMPORTANT — Refer to
application instructions supplied with these shingles and the field shingles for further application instructions. The
following is a general summary of installation methods.
General: These shingles MUST be applied by using two (2) overlapped layers of CertainTeed's Presidential Starter
shingles, applied as shown on its wrapper. Begin application of the bottom/lower layer of starter shingles by cutting
and applying a 13-314" x 20" piece at the lower left rake/eaves corner overhanging rakes and eaves 1/4" to 3/4".
Continue along the eaves with full size 13-1/4" x 40" starter shingles. Each top/upper Starter Course shingle must
have its 2" top section removed at the perforations, resulting in 11-1/4" x 40" shingles. The colored granule portion
of the "top" starter shingles must be located nearest the lowermost eave edge, as the exposed colored granules
must match the exposed Presidential or Presidential TL colors. Install the first top/upper Starter shingle so that it is
flush to the left side and bottom edges of the first bottom/lower starter shingle. This first top/upper Starter shingle
should be 11-1/4" x 38". Continue along the eaves with 11-1/4" x 40" "top" starter shingles eOd
ar*Alower
edges are flush with the lower edges of the "bottom" layer. Reference the product's wrappe foF4hth�s mu Ill
details, including proper fastening locations.
JUN 10 205
Eaves: Fasten as described on the actual wrap.
Community Development
Rakes: After applying the starter shingles at the eaves, but prior to installing the field shingles, starter shingles may
be applied up the slope at the rake edge. Fasten as described on the actual wrap.
Fastening: Four nails are required per shingle. Reference the actual wrap for details. Nails must be of sufficient
length to penetrate into the deck 3/4" or through the thickness of the decking, whichever is less. Nails are to be 11
or 12 gauge, corrosion -resistant roofing nails with 3/8" heads.
AVAILABILITY AND COST
Availability: For the names of local distributors and dealers, please write Architectural Support, P.O. Box 860, Valley
Forge, PA 19482; or call (800) 233-8990.
Cost: Contact a local distributor or dealer for current price information.
0000GG
5/6/2015
Google Maps
D FV/T �, AVEno
JUNLE
FOR CODE
Pitkin County
JUN 10 2015
Community Development
00000-1
httpSJMww.google.camhnapsi@39.2202959; 106.8581217,294a.20y.270fVCa!a=!3m 1!1e3 1/1
PLANS
I
REMOVE EXISTING -�
WOOD SHINGLES,
FLASHINGS A. ND
FELT UNDERLAYMENT
i
F— 4/12 PITCH —
— 4/12 PITCH i
REMOVE EXISTING WIND TURBINES
PATCH DECKING TO MATCH EXISTING
w
z
a
R2
REMOVE EXISTING
WOOD SHINGLES,. ALL WORK IN FENCED AREA TO BE
FLASHINGS AND MONITORED BY HOLY CROSS PERSONEL
FELT UNDERLAYMENT SEE SITE PLAN O -R2 BELOW
RODE PLAN
R G 1 /16" = 1'-0"
A TEST CUT 1
R SEE PLAN FOR LOCATION
STONE BALLAST OVER
45 MIL THICK EPDM SINGLE PLY MEMBRANE
OVER 32 MIL TROCAL SINGLE PLY OVER
1/2" WOOD FIBER COVER BOARD OVER
+-1/2" EXPANDED POLYSTYRENE INSULATION
OVER. 1/2" WOOD FIBER COVER, BOARD
OVER 22 GAGE PAINTED STEEL DECK
1.�I, A'E EXISHNG D"U'I_ATION FOUR F.
FROM RLM 7 HL ROOF DRAINS (FOUR SIDES)
- - SQUARE "
AT EACH 8 0" x 8 0" SQU " SUMP R Q
INFILL BELOW SUMP PANEL TO PLANE OUT
WITH NEW INSULATION THICKNESS
UTY RING" WITH 1/2" HEMMED EDGE
LINE AT OUTSIDE OF PARAPET
FOLD LINE AT INSIDE OF PARAPET
FABRICATE 24 GAGE GALVANIZED
SHEET METAL SCUPPER
WITH 2" NAILING FLANGE.
FORM FACE AND CAP FLANGE
POP RIVET WITH SPLICE ON TOP
CORNER. SOLDER JOINT
FULL LENGTH OF SPLICE
SCRIBE WOOD
BLOCKING
EXISTING WAA
LT_ LINE
NOT A SQUARE CUT !
SCRIBE WOOD
BLOCKING TO
CMU WALL LINE
NOT A SQUARE
CUT !
EXTEND 1/2" PLYWOOD BOTTOM
BEYOND WALL LINE TO COVER
BLOCKING OVER DECKING.
ATTACH BOTH SIDES OF STEEL
ANGLE TO PFIDGE TN- GAP
PRIME AND PAINT TO MATCH EXISTING
TRIM COLOR
2-1/2" X 1/2" ARCHED HANDRAIL
RADIUS DETERMINED BY THE PARAPET WALL WIDTH
2-1/2" X 1/2" STIFFENER, STRAP LENGTH EQUALS WALL WIDTH PLUS 12"
1/4" THICK DIAMOND DECK PLATE WELDED TO STEEL ANGLES
24" WIDE BY WALL WIDTH PLUS 6"
1-1/2" X 1-1/2" X 1/4" STEEL ANGLE
SLIDE MEMBRANE BOOT DOWN THE RISER
TO THE VARIABLE ELEVATION OF THE NEW
MEMBRANE FIELD SHEET
FLASH BOOT TO MEMBRANE FIELD SHEET
SECURE BOOT TO STEEL PIPE RISER WITH
STAINLESS STEEL HOSE CLAMP.
SEAL TOP EDGE, OF BOOT TO RISER WITH
MANUFACTURERS APPROVED WATER -CUT-OFF
8-1/2" X 2-1/2" X 1/2" L SHAPED BRACKET WELDED TO STRINGER 48" ABOVE
FIRST BRACKET
FOR WALL HEIGHTS GREATER THAN 6'-0" EQUALLY SPACE BRACKETS
NO MORE THAN 48" ON CENTER VERTICAL
2-1/2" X 1/2" STRINGERS SPACED AT 24" APART
TYPICAL RUNG 3/4" ° COLD ROLLED STEEL SPACED AT 12" ON CENTER VERTICAL
8-1/2" X 2-1/2" X 1/2" L SHAPED BRACKET WELDED TO STRINGER 6" ABOVE
FIRST RUNG EACH SIDE. DRILL 1/2" • HOLE FOR WALL ATTACHMENT
FIRST RUNG 12" ABOVE ROOF LINE
THE NUMBER OF RUNGS DETERMINED BY THE HEIGHT
OF THE PARAPET ABOVE THE ROOF AT THE WALL LINE
PROVIDE .A TRAFFIC PAD AT THE TOP AND FOOT OF LADDER
TYPICAL OVERFLOW SCUPPER
2" ABOVE EDGE of SLIMP STEEL_ LADDER DETAIL
FF 2
CARPORT LEVEL RODE #1 \x
OVER CONCRETE DECK \ /
STRUCTURAL DECK SLOPES -
1/8" PER FOOT
45"-7' zTEST CUT 1
ADD ALTERATIVE 1 - - - --
PROVIDE PRICE FOR
LADDER INSTALLATION
\ R2 4
y
_ \I
— — — — — - TYPICAL STRUCTURAL SLOPE
EXISTING ROOF DRAINS HAVE FAILED THE EXISTING ROOF DECK WAS INSTALLED OVER BAR JOISTS
REPLACE THE DRAINS WITH SPECIFIED ASSEMBLY AT SOME POINT IN THE PAST THEY WERE EAVED THAT PROVIDED VARYING DEGREES OF SLOPE FROM ZERO TO 1/4"
i
TYPICAL AT EIGHT LOCATIONS THERE IS MINIMAL WATER PONDING ON THE EXISTING ROOF. �
THE NEW ROOF WILL MEET, OR EXCEED CODE FOR SLOPE.
w SEE REQUIREMENTS FOR CRICKET OVERLAY BELOW:
a
0 12 NODE TAPERED EDGE STRI 25�
O0
a �,--�'� rNrc7�r✓Ess a T EocE
UPPER LEVEL ROOF #2 / TYPICAL TAPERED CRICKET NOTES
OVER 2 2 GAGE STEEL DECK Yf POLYI SOCYANU RATE CRICKETS SHALL EXTEND FROM THE
PARAPET WALL LINE AT 45' BEGINNING AT ZERO THICKNESS
SLOPING 1.5" IN THE FIRST FOOT THEN 3/8" PER FOOT
NET SLOPE 1/4" PER FOOT MEASURED PARALLEL TO PARAPET
172,- 2,.
N
I
I �
ROOF- PLAN
R 2
1/16" = 1'-0"
TYPICAL
ACCESS TO SUBSTATION BY APPROVAL Electrical
ONLY! ALL WORK IN FENCED AREA WILL hazard
BE MONITORED BY HCE PERSONNEL AND
MUST BE SCHEDULED 7-14 DAYS IN
ADVANCE.
SEE ROOF PLAN
2 ON SHEET R2
TOP LEFT CORNER
OF THIS SHEET
CAL
SEE ROOF PLAN
1 ON SHEET R2
BOTTOM LEFT CORNER'
OF THIS SHEET
* ?
DEMOLITION NOTES
SAWCUT
A 2" WIDE GAP IN THE ROOF SHEATHING TO ALLOW
AIR FLOW THROUGH ATTIC
INSTALL
A NON -WOVEN 1" THICK POLYETHYLENE FIBER VENTED
RIDGE UNDER
�
I
FIBER GLASS
SHINGLE RIDGE CAP SHINGLES INSTALLED WITH
EXTRA -LONG ROOFING BARBS
SEQUENCE REMOVAL OF STONE BALLAST AND EXISTING SINGLE PLY MEMBRANE WITH NEW WORK
J
REMOVE NO MORE EXISTING ROOFING SYSTEM THAN CAN BE REPLACED BY THE END OF THE DAY
REMOVE EXISTING STONE BALLAST AND SINGLE PLY MEMBRANE FIELD SHEET AND FLASHINGS
SECURE 1/4" DENSDECK AND 7/16" OSB TO EXISTING 3/4" WOOD DECK PER IBC
SCHEDULE OBSERVE THE EXPOSED EPS INSULATION. DOCUMENT THE EXTENT OF UNSUITABLE
0
WET OR DAMAGED RIGID INSULATION. REMOVE INSULATION UNSUITABLE AS A SUBSTRATE FOR THE NEW
ry�ry�
N1d
7/16" THICK OSB FACTORY LAMINATED TO 6" X 6" X 1-1/2" THICK
REMOVE EXISTING SHINGLES AND UNDERLAYMENT FROM PITCHED ROOF PREP DECK FOR NEW WORK.
POLY[SOCYANURATE SPACER BLOCKS ® 2'-0" ON CENTER EACH WAY
REMOVE ALL DEMOLISHED MATERIALS FROM THE ROOF DAILY. COVER DUMPSTERS AT NIGHT
TO PREVENT TRASH FROM BEING SCATTERED THROUGH THE NEIGHBORHOOD.
�O
UJ
Z
SELF -ADHERED ICE AND WATERSHIELD UNDERLAYMENT OVER 100% DENSDECK
STONE E BATT A CST DEMO NOTES
/
Q)
OCe�
=
U
Q)
REMOVE STONE BALLAST IN ADVANCE OF MEMBRANE REPLACEMENT
DO NOT .ALLOW BALLAST REMOVAL TO PRECEDE MEMBRANE
\\
SECURE BOTTOM EDGE OF OSB TO SUB -FASCIA AT 6" O.C.
REMOVAL BY MORE THAN TWO WORKING DAYS.
-
TEMPORARY BALLAST THE ROOF WITH FIVE GALLON BUCKETS
LAP UNDERLAYMENT OVER KYNAR PRE -FINISHED DRIP EDGE
FILLED WITH 40 LBS OF STONE SPACED ONE PER SQUARE (10 SQFT)
K STYLE GUTTER REQUIRED AT ENTRYWAY NOT SHOWN
STONE BALLAST REMOVAL MUST NOT DAMAGE THE EXISTING
TO WITH PANHEAD SCREWS
EPDM MEMBRANE MEMBRANE OR THE INSULATION SYSTEM TO REMAIN
EXISTING SUB FASCIA
SECURE CONTINUOUS CLIP SUB -FASCIA 0 12' O,C.
ALLOW NO WHEEL TRAFFIC OVER THE STONE BALLAST.
TO REMAIN
STYLE EDGE METAL FLASHING
E r
ATTACH 2X8 SUBFASCIA TO THE EXISTING 2X8? WOOD BLOCKING
/4" OSB TRAFFIC PATHS FOR WHEEL BARROWS & CARTS
PROVIDE 3 P
L
WHEEL LOADS MUST N07 EXCEED 1,000 POUNDS PER SQ FT
5"
5" X 1-1 /2" X i-5/8"
I.,
A�,r
O
STANDARD STARTER
STRIP
WITH THREE 4" LONG DECK SCREWS STAGGERED @ 24' O.C.
USE ONLY PLASTIC OR POLYCARBONATE SCOOP SHOVELS
SHINGLE SYSTEM'S
�—
INSPECT ROOFING MEMBRANE REGULARLY TO ASSURE
-
--- "J' SHAPED SHEET METAL FLASHING
KYNA.R PREFINISHED SHEET METAL FASCIA
THE EXISTING ROOF REMAINS WATERTIGHT
7"
STONE BALLAST REMOVED FROM THE ROOF SHALL BE DEPOSED
�
OF BY CONTRACTOR
y
4
ROOF SAVE DETAIL
1/2" HEMMED EDGE
1-1/2'
now as ry
R2
1/2"=1'-O"
,.w
Y ," f . f"w' •%ti.. �.�4'6 � i'2n� f C. �� �"-..`vFi 'b"d'(a 4.. `." Yw`� Ju 9..Y ♦ .."�Y �Y� `Y+� A �'� ±��it � Rb... C �a . "R ��L'.'L
UTY RING" WITH 1/2" HEMMED EDGE
LINE AT OUTSIDE OF PARAPET
FOLD LINE AT INSIDE OF PARAPET
FABRICATE 24 GAGE GALVANIZED
SHEET METAL SCUPPER
WITH 2" NAILING FLANGE.
FORM FACE AND CAP FLANGE
POP RIVET WITH SPLICE ON TOP
CORNER. SOLDER JOINT
FULL LENGTH OF SPLICE
SCRIBE WOOD
BLOCKING
EXISTING WAA
LT_ LINE
NOT A SQUARE CUT !
SCRIBE WOOD
BLOCKING TO
CMU WALL LINE
NOT A SQUARE
CUT !
EXTEND 1/2" PLYWOOD BOTTOM
BEYOND WALL LINE TO COVER
BLOCKING OVER DECKING.
ATTACH BOTH SIDES OF STEEL
ANGLE TO PFIDGE TN- GAP
PRIME AND PAINT TO MATCH EXISTING
TRIM COLOR
2-1/2" X 1/2" ARCHED HANDRAIL
RADIUS DETERMINED BY THE PARAPET WALL WIDTH
2-1/2" X 1/2" STIFFENER, STRAP LENGTH EQUALS WALL WIDTH PLUS 12"
1/4" THICK DIAMOND DECK PLATE WELDED TO STEEL ANGLES
24" WIDE BY WALL WIDTH PLUS 6"
1-1/2" X 1-1/2" X 1/4" STEEL ANGLE
SLIDE MEMBRANE BOOT DOWN THE RISER
TO THE VARIABLE ELEVATION OF THE NEW
MEMBRANE FIELD SHEET
FLASH BOOT TO MEMBRANE FIELD SHEET
SECURE BOOT TO STEEL PIPE RISER WITH
STAINLESS STEEL HOSE CLAMP.
SEAL TOP EDGE, OF BOOT TO RISER WITH
MANUFACTURERS APPROVED WATER -CUT-OFF
8-1/2" X 2-1/2" X 1/2" L SHAPED BRACKET WELDED TO STRINGER 48" ABOVE
FIRST BRACKET
FOR WALL HEIGHTS GREATER THAN 6'-0" EQUALLY SPACE BRACKETS
NO MORE THAN 48" ON CENTER VERTICAL
2-1/2" X 1/2" STRINGERS SPACED AT 24" APART
TYPICAL RUNG 3/4" ° COLD ROLLED STEEL SPACED AT 12" ON CENTER VERTICAL
8-1/2" X 2-1/2" X 1/2" L SHAPED BRACKET WELDED TO STRINGER 6" ABOVE
FIRST RUNG EACH SIDE. DRILL 1/2" • HOLE FOR WALL ATTACHMENT
FIRST RUNG 12" ABOVE ROOF LINE
THE NUMBER OF RUNGS DETERMINED BY THE HEIGHT
OF THE PARAPET ABOVE THE ROOF AT THE WALL LINE
PROVIDE .A TRAFFIC PAD AT THE TOP AND FOOT OF LADDER
TYPICAL OVERFLOW SCUPPER
2" ABOVE EDGE of SLIMP STEEL_ LADDER DETAIL
FF 2
CARPORT LEVEL RODE #1 \x
OVER CONCRETE DECK \ /
STRUCTURAL DECK SLOPES -
1/8" PER FOOT
45"-7' zTEST CUT 1
ADD ALTERATIVE 1 - - - --
PROVIDE PRICE FOR
LADDER INSTALLATION
\ R2 4
y
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— — — — — - TYPICAL STRUCTURAL SLOPE
EXISTING ROOF DRAINS HAVE FAILED THE EXISTING ROOF DECK WAS INSTALLED OVER BAR JOISTS
REPLACE THE DRAINS WITH SPECIFIED ASSEMBLY AT SOME POINT IN THE PAST THEY WERE EAVED THAT PROVIDED VARYING DEGREES OF SLOPE FROM ZERO TO 1/4"
i
TYPICAL AT EIGHT LOCATIONS THERE IS MINIMAL WATER PONDING ON THE EXISTING ROOF. �
THE NEW ROOF WILL MEET, OR EXCEED CODE FOR SLOPE.
w SEE REQUIREMENTS FOR CRICKET OVERLAY BELOW:
a
0 12 NODE TAPERED EDGE STRI 25�
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UPPER LEVEL ROOF #2 / TYPICAL TAPERED CRICKET NOTES
OVER 2 2 GAGE STEEL DECK Yf POLYI SOCYANU RATE CRICKETS SHALL EXTEND FROM THE
PARAPET WALL LINE AT 45' BEGINNING AT ZERO THICKNESS
SLOPING 1.5" IN THE FIRST FOOT THEN 3/8" PER FOOT
NET SLOPE 1/4" PER FOOT MEASURED PARALLEL TO PARAPET
172,- 2,.
N
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ROOF- PLAN
R 2
1/16" = 1'-0"
TYPICAL
ACCESS TO SUBSTATION BY APPROVAL Electrical
ONLY! ALL WORK IN FENCED AREA WILL hazard
BE MONITORED BY HCE PERSONNEL AND
MUST BE SCHEDULED 7-14 DAYS IN
ADVANCE.
SEE ROOF PLAN
2 ON SHEET R2
TOP LEFT CORNER
OF THIS SHEET
CAL
SEE ROOF PLAN
1 ON SHEET R2
BOTTOM LEFT CORNER'
OF THIS SHEET
CAUTION CAUTION CAUTION
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SITE PLAN
SATELLITE VIEW
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EPDM SINGLE PLY ROOF NOTES
THE BASE BID ROOFING SYSTEM SHALL BE .A SINGLE PLY 90 MIL MEMBRANE)
MANUFACTURED BY A COMPANY LISTED IN THE SPECIFICATIONS OR APPROVED EQUAL,
ALL AREAS SHALL BE FULLY ADHERED TO DENSDECK (OR MFG'S PROPRIETARY COVER BOARD)
INSULATION SUBSTRATE SHALL BE THE SAME AS THOSE REQUIRED FOR THE BASE BID SYSTEM
INSTALL LAPPED SPLICES WITH 6" WIDE SEAM TAPE. ADD PEEL & STICK 6" COVER STRIP AS
REDUNDANT SEAL OVER ALL 90 MIL LAPPED SPLICES
ALL FLASHINGS TO BE 60 MIL UNREINFORCED CURED EPDM. USE PREFORMED CORNERS AND
BOOTS WHERE POSSIBLE AND UNCURED 60 MIL EPDM WHERE NECESSARY.
ROOF ASSEMBLY SHALL BE UNDERWRITERS LABORATORY RATED "CLASS A"
NET ROOF AREA: 8,228 SQUARE FEET VERIFY
THE CONTRACTOR HAS THE OPTION TO PROVIDE THE COST FOR AN 82 MIL TPO SINGLE PLY MEMBRANE OR
A SIKA-SARNAFIL 72 MIL PVC SINGLE PLY MEMBRANE. IN ADDITION TO OR IN LIEU OF THE EPDM BASE BID
THE MATERIAL COLOR MUST BE THE DARKEST SHADE AVAILABLE FROM THE MANUFACTURERS STANDARD CHART
ROOF DRAIN REPLACEMENT NOTES
REPLACE EXISTING ROOF DRAINS INSTALLED USING A SHEET METAL SI EEVE UNSUITABLE FOR THE NEVJ I & 1 U:
& 2
CONNECT NEW CAST IRON DRAIN A SHORT DROP WITH A NO HUB CCFJ^ �C - "ONNc..T TO F ,STING STOR6± RISER , [E!.P.
INSULATE DROP WITH VINYL JACKETED FBERGLASS PIPE WRAP
SET NEW CLAMPING RING FLANGE AT AN ELEVATION THAT WILL MATCH THE THICKNESS OF
THE COMBINED THICKNESS OF BASE LAYER TAPERED SUMP AND COVER BOARD
HYDRAULIC FLOW TEST NOTES
PROTECT P C OCCUPIEDEQUIPMENT
E S A E AN D BELOW LEADERS TO INSURE AGAINST DAMAGE IF TESTS
INDICATE A LEAK IN THE DRAINS OF LEADER SYSTEM. DO NOT EXCEED UPC RECOMMENDED
HEAD PRESSURE. CERTIFY EACH INTERNAL DRAIN & LEADER HAS PASSED FLOW TEST.
TEST EACH ROOF DRAIN BEFORE DEMOLITION TO VERIFY EXISTING DRAIN BOWL IS FREE FROM DEFECTS
TEST EACH ROOF DRAIN AFTER THE WORK IS COMPLETE TO ASSURE THE NEW WORK IS FREE FROM DEFECTS
PLUG EACH ROOF DRAIN. FLOOD DRAIN SUMP TO OVER FLOW DRAIN/SCUPPER FLOOD HT.
WITH GENERAL CONTRACTOR, PLUMBER AND ROOFER PRESENT, FULL PLUG,
ALLOW PONDED WATER TO FLOW INTO ROOF DRAIN LEADER AT MAXIMUM FLOW RATE.
OBSERVE ROOF DRAINS AND LEADERS REPORT ANY LEAKS.
IF REQUIRED, DEVELOP A REMEDIAL ACTION PLAN TO CORRECT PROBLEM.
INSULATION SUBSTRATE NOTES
SEE DEMOLITION NOTES FOR EXISTING INSULATION. PROVIDE UNIT COST TO REPLACE DAMAGED OR WET INSULATION.
EXISTING LOOSE LAID 3 THICK SHE -TS OF EP INSULATION T V
S0 BE SALVAGED AND RE -USED,
ED.
ADD A 1-1/2" THICK LAYER OF PO-! YISOCYANURATE INSULATION OVER THE EXISTING INSULATION TO REMAIN,
SECURE THE INSULATION TO THE EXISTING STEEL DECK ON THE UPPER LEVEL WITH SELF -DRILLING -TAPPING SCREWS
SECURE THE INSULATION TO THE EXISTING CONCRETE DECK ON THE CARPORT LEVEL WITH RAWL SPIKES
WIND DESIGN PER ASCE 7-05 3 SECOND 90, MPH GUST SPACE FASTENERS PER FM -1-60 TESTED PATERN
PROVIDE ADDITIONAL FASTENERS IN CORNERS AND ALONG EDGES PER FM -1-29 ENHANCEMENT STANDARD
SINGLE PLY MEMBRANE COVER BOARD SHALL BE 1/2" THICK SECUROCK OR DENSDECK OR APPROVED EQUAL
SECURE TO THE RIGID INSULATION SUBSTRATE WITH LOW RISE URETHANE FOAM ADHESIVE PER MANUFACTURER'S
RECOMMENDATION SPACE RIBBONS AS REQUIRED FOR 1-60 WITH ENHANCEMENT FOR EDGES AND CORNERS.
SHINGLE ROOF NDTES
THREE-PIECE LAMINATED FIBER GLPS", CONSTRUCTION UL CLASS A FIRE RESISTANT
ASTM D3161, CLASS F, 110 MPH WIND RESISTANCE UL CERTIFIED TO MEET ASTM D3462
MIAMI-DADE PRODUCT CONTROL AC EPTANCE 480 LBS. PER SQUARE
UL CERTIFIED TO MEET ASTM D3018 TYPE I
50 -YEAR LIMITED TRANSFERABLE WARRANTY AGAINST MANUFACTURING DEFECTS
10 -YEAR WARRANTY AGAINST WINDS UP TO 110 MPH
NET ROOF AREA: 1,700 SQUARE FEET VERIFY _
BUILDING DEPARTMENT JURISDICTION
PITKIN COUNTY BUILDING DEPARTMENT
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130 SOUTH GALENA STREET, ASPEN, COLORADO " "" FEW " D
970-920 5439 HTTP://WWW.ASPENPITKIN.COM
CONTRACTOR MUST HAVE COUNTY LICENSE Je 1 4 2015
FOR CODE COMPLIANCE
00162015fU*'
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These plans must be kept at
building site or inspection
delays may occur. Construction
shall conform to these plans.
All changes shall be approved
by the building official.
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CAUTION CAUTION CAUTION
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SITE PLAN
SATELLITE VIEW
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y " ,� ,.rn � .yam ^„ �� m '` ti • _
EPDM SINGLE PLY ROOF NOTES
THE BASE BID ROOFING SYSTEM SHALL BE .A SINGLE PLY 90 MIL MEMBRANE)
MANUFACTURED BY A COMPANY LISTED IN THE SPECIFICATIONS OR APPROVED EQUAL,
ALL AREAS SHALL BE FULLY ADHERED TO DENSDECK (OR MFG'S PROPRIETARY COVER BOARD)
INSULATION SUBSTRATE SHALL BE THE SAME AS THOSE REQUIRED FOR THE BASE BID SYSTEM
INSTALL LAPPED SPLICES WITH 6" WIDE SEAM TAPE. ADD PEEL & STICK 6" COVER STRIP AS
REDUNDANT SEAL OVER ALL 90 MIL LAPPED SPLICES
ALL FLASHINGS TO BE 60 MIL UNREINFORCED CURED EPDM. USE PREFORMED CORNERS AND
BOOTS WHERE POSSIBLE AND UNCURED 60 MIL EPDM WHERE NECESSARY.
ROOF ASSEMBLY SHALL BE UNDERWRITERS LABORATORY RATED "CLASS A"
NET ROOF AREA: 8,228 SQUARE FEET VERIFY
THE CONTRACTOR HAS THE OPTION TO PROVIDE THE COST FOR AN 82 MIL TPO SINGLE PLY MEMBRANE OR
A SIKA-SARNAFIL 72 MIL PVC SINGLE PLY MEMBRANE. IN ADDITION TO OR IN LIEU OF THE EPDM BASE BID
THE MATERIAL COLOR MUST BE THE DARKEST SHADE AVAILABLE FROM THE MANUFACTURERS STANDARD CHART
ROOF DRAIN REPLACEMENT NOTES
REPLACE EXISTING ROOF DRAINS INSTALLED USING A SHEET METAL SI EEVE UNSUITABLE FOR THE NEVJ I & 1 U:
& 2
CONNECT NEW CAST IRON DRAIN A SHORT DROP WITH A NO HUB CCFJ^ �C - "ONNc..T TO F ,STING STOR6± RISER , [E!.P.
INSULATE DROP WITH VINYL JACKETED FBERGLASS PIPE WRAP
SET NEW CLAMPING RING FLANGE AT AN ELEVATION THAT WILL MATCH THE THICKNESS OF
THE COMBINED THICKNESS OF BASE LAYER TAPERED SUMP AND COVER BOARD
HYDRAULIC FLOW TEST NOTES
PROTECT P C OCCUPIEDEQUIPMENT
E S A E AN D BELOW LEADERS TO INSURE AGAINST DAMAGE IF TESTS
INDICATE A LEAK IN THE DRAINS OF LEADER SYSTEM. DO NOT EXCEED UPC RECOMMENDED
HEAD PRESSURE. CERTIFY EACH INTERNAL DRAIN & LEADER HAS PASSED FLOW TEST.
TEST EACH ROOF DRAIN BEFORE DEMOLITION TO VERIFY EXISTING DRAIN BOWL IS FREE FROM DEFECTS
TEST EACH ROOF DRAIN AFTER THE WORK IS COMPLETE TO ASSURE THE NEW WORK IS FREE FROM DEFECTS
PLUG EACH ROOF DRAIN. FLOOD DRAIN SUMP TO OVER FLOW DRAIN/SCUPPER FLOOD HT.
WITH GENERAL CONTRACTOR, PLUMBER AND ROOFER PRESENT, FULL PLUG,
ALLOW PONDED WATER TO FLOW INTO ROOF DRAIN LEADER AT MAXIMUM FLOW RATE.
OBSERVE ROOF DRAINS AND LEADERS REPORT ANY LEAKS.
IF REQUIRED, DEVELOP A REMEDIAL ACTION PLAN TO CORRECT PROBLEM.
INSULATION SUBSTRATE NOTES
SEE DEMOLITION NOTES FOR EXISTING INSULATION. PROVIDE UNIT COST TO REPLACE DAMAGED OR WET INSULATION.
EXISTING LOOSE LAID 3 THICK SHE -TS OF EP INSULATION T V
S0 BE SALVAGED AND RE -USED,
ED.
ADD A 1-1/2" THICK LAYER OF PO-! YISOCYANURATE INSULATION OVER THE EXISTING INSULATION TO REMAIN,
SECURE THE INSULATION TO THE EXISTING STEEL DECK ON THE UPPER LEVEL WITH SELF -DRILLING -TAPPING SCREWS
SECURE THE INSULATION TO THE EXISTING CONCRETE DECK ON THE CARPORT LEVEL WITH RAWL SPIKES
WIND DESIGN PER ASCE 7-05 3 SECOND 90, MPH GUST SPACE FASTENERS PER FM -1-60 TESTED PATERN
PROVIDE ADDITIONAL FASTENERS IN CORNERS AND ALONG EDGES PER FM -1-29 ENHANCEMENT STANDARD
SINGLE PLY MEMBRANE COVER BOARD SHALL BE 1/2" THICK SECUROCK OR DENSDECK OR APPROVED EQUAL
SECURE TO THE RIGID INSULATION SUBSTRATE WITH LOW RISE URETHANE FOAM ADHESIVE PER MANUFACTURER'S
RECOMMENDATION SPACE RIBBONS AS REQUIRED FOR 1-60 WITH ENHANCEMENT FOR EDGES AND CORNERS.
SHINGLE ROOF NDTES
THREE-PIECE LAMINATED FIBER GLPS", CONSTRUCTION UL CLASS A FIRE RESISTANT
ASTM D3161, CLASS F, 110 MPH WIND RESISTANCE UL CERTIFIED TO MEET ASTM D3462
MIAMI-DADE PRODUCT CONTROL AC EPTANCE 480 LBS. PER SQUARE
UL CERTIFIED TO MEET ASTM D3018 TYPE I
50 -YEAR LIMITED TRANSFERABLE WARRANTY AGAINST MANUFACTURING DEFECTS
10 -YEAR WARRANTY AGAINST WINDS UP TO 110 MPH
NET ROOF AREA: 1,700 SQUARE FEET VERIFY _
BUILDING DEPARTMENT JURISDICTION
PITKIN COUNTY BUILDING DEPARTMENT
��Y//������w(�wp/��
130 SOUTH GALENA STREET, ASPEN, COLORADO " "" FEW " D
970-920 5439 HTTP://WWW.ASPENPITKIN.COM
CONTRACTOR MUST HAVE COUNTY LICENSE Je 1 4 2015
FOR CODE COMPLIANCE
00162015fU*'
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These plans must be kept at
building site or inspection
delays may occur. Construction
shall conform to these plans.
All changes shall be approved
by the building official.
Sheet No,
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Revisions
REPLACE'E
2,314
ROOF PLAN
Pitkin
County
JUN 10
2015
Com.
unityDevdopmer,l
ete
02/20/15
Sheet No,
R2