HomeMy WebLinkAbout8205 W. 32nd Avenuei CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: '/,0I\)10 (`l r -11,J4 L --
Job Address: '7'2_o"; W '---'>2
Permit Number: 20 17 h \ a 3 KI
❑ No one available for inspection: Time 12 q0 AM/
Re -Inspection required: Yes Mo ova;
When corrections have been made, call for re -inspection at 303-234-5933
/17
Date: I U 1 2 Inspector: J�
DO NOT REMOVE THIS NOTICE
i
CITY OF WHEAT RIDGE
BLiirding Inspection Division
�'(303)
(303) 234-5933 Inspection line
235-2855 Office • (303) 237-8929 Fax
30I- KOVgh- 41
INSPECIIQN NOTKCE
t- r it a O o -P
Inspection Type:
Job Address:
1�6a ®S U/ 3a A �^e
Permit Number:
a o f q O)g-_2 43
❑ No one available for inspection: Time -d-7 &PM
Re -Inspection required: Yes No
When corrections have been made, call for re -inspection at 303 -234 -
Date: ) o ) N Inspector: TD
DO NOT REMOVE THIS NOTICE
17
i CITY OF WHEAT RIDGE
_:�9�Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: 30/- e vq � rDot„ „�
Job Address: `8'90S- W Ave
Permit Number: 2 0► g 0 1 g 3 G
❑ No one available for inspection: Time 1 � =c717 AMC
Re -inspection required: (S)No
When corrections have been made, call for re -inspection at 303-234-5933
Date:_9 //ISInspector:
DO NOT REMOVE THIS NOTICE
1* � 4 i CITY OF WHEAT RIDGE
Building Inspection"Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: / C a- CA " S c o n P r!c
JobAddress: "BPo s- W -5-0,L-dr A v e
Permit Number: 'a a ),9 o I'9 3 s
115,5011
❑ No one available for inspection: Time I (APM
Re -Inspection required: Yes 6
*When corrections have been made, call for re -inspection at 303-234-5933
Date: IIF Inspector: —T b
DO NOT REMOVE THIS NOTICE
City of Wheat Ridge
Residential Patio Cover PERMIT - 201801938
PERMIT NO: 201801938 ISSUED: 07/20/2018
JOB ADDRESS: 8205 W 32nd AVE EXPIRES: 07/20/2019
JOB DESCRIPTION: Installation of 320 square feet all metal patio cover (20xl6ft) attached to
home. Posts set in footings.
*** CONTACTS ***
OWNER (303)519-6281 CIDDIO LAURENCE R/JUDITH
SUB (303)389-0010 Hal, Jan & Logan Fontinelle 180163 Colorado Patio Concepts LLC
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 /
*** FEE SUMMARY ***
Total Valuation
Plan Review Fee
Use Tax
Permit Fee
** TOTAL **
*** COMMENTS ***
ESTIMATED PROJECT VALUATION:
FEES
0.00
122.49
189.00
188.45
499.94
rimulul �
*** CONDITIONS ***
Work shall comply with 2012 IRC & 2017 NEC. Per IRC Sec. R314, smoke detectors are required
to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every
level of the structure.
Owner/Contractor is responsible for locating property lines and constructing improvements
according to the approved plan and required development standards. The City is not
responsible for inaccurate information submitted within the plan set and any construction
errors resulting from inaccurate information.
Landscaping removed or damaged during construction must be replaced prior to final
inspection.
For one- or two-family dwellings, the first twenty-five feet (251) of driveway area from
the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick
pavers or similar materials. A right-of-way permit may be required; contact Public Works
Department at 303-235-2861.
City of Wheat Ridge
Residential Patio Cover PERMIT - 201801938
PERMIT NO: 201801938 ISSUED: 07/20/2018
JOB ADDRESS: 8205 W 32nd AVE EXPIRES: 07/20/2019
JOB DESCRIPTION: Installation of 320 square feet all metal patio cover (20xl6ft) attached to
home. Posts set in footings.
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be
p ° fed and that -all work to be performed is disclosed in this doc ent and/or its' accompanying approved plans and specifications.
nature of OWNER or CONTRACTOR (Circle one) Date
This permit was issued based on the information provided in the permit application and accompanyingplans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
This permit shall expire "5 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the originalpernit fee.
If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval.
The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
The ' nce or grant' of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any
app c e c e or a rdinance or regulation of this jurisdiction. Approval of work is subject to held inspection.
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
.~ : ` `F City of
. W heatR dge
COMMUNITY DEVELOPMENT
Building & Inspection Services Division
7500 W. 291h Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 " Fax: 303-237-8929
Inspection Line: 303-234-5933
Email: permits(-ci.wheatridge.co.us
FOR OFFICE USE ONLY
Date:
Plan/Permit #// J I, 9 3 9
Plan Review Fee: t 12,2,49
Building Permit Application
*** Please complete all highlighted areas on both sides of this form. Incomplete applications
may not be processed. ***
Property Address: 6.vs- W` -3.2'�i
Property Owner (please print): " �, , 6-� d:� Phone: klel
Property Owner Email:,
Tenant (Commercial Projects Only) .Z
Property Owner Mailing Address: (if different than property address)
Address: <C-ime
zA
City, State, Zip:
Arch itect/Eng1neer E-mail:
Phone:
Contractor Name: Co/oyrnjo ! sny 6nzr..0f
City of Wheat Ridge License #: NO i G.�! Phone: z4 'ag - Bale;
Contractor E-mail Address:
For Plan Review Questions & Comments (please print):
CONTACT NAME (please print): �Ccww Fb �Npzp/fes Phone:' L°1 l V s !J ZT.7
CONTACT EMAIL(p/ease print):
Sub Contractors (Must provide Wheat Ridge License No.):
Electrical: Plumbing:
W.R. City License # W.R. City License #
Other City Licensed Sub: Other City Licensed Sub:
City License # City License #
Mechanical:
W.R. City License #
❑ COMMERCIAL jRESIDENTIAL
Description of work: For ALL projects, provide a detailed description of work to be performed,
including current use of areas, proposed uses, square footage, existing condition and proposed new
condition, appliance size and efficiency, type and amount of materials to be used, etc.
Sq. FULF BTUs
Amps
Squares
Gallons
Commercial Projects Only: Occupancy Type: Construction Type:
Occupancy Load:
Project Value: (Contract value or the cost of all materials and labor included in the entire project)
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or
regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are
accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance
with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner
or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any
entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the
truthfulness of the information provided on the application.
CIRCLE ONE: (OWNE CONTRACTOR _ (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR)
Signature (first and last name): DATE: 2-,l r_ t ir
Printed Name: ��. ,, .,, �+'.�'e
ZONING COMMMENTS:
,n
Reviewer
BUILDING DEP
Reviewer:_g
( I
PUBLIC WORKS COMMENTS:
Reviewer:
^DEPARTMENT USE ONLY
OCCUPANCY CLASSIFICATION: P -
CONSTRUCTION TYPE: �/ rJ
Building Division Valuation: q/
RESIDENTIAL Building Permit — Plan Review Worksheet
Address: 2 �, Zoning:
Lot Size: sq. ft. Lot Width:
13
Rev. 09/2017
Property in the flood plain? If yes, notify PW Floodplain Administrator and add surveying condition FLD
Subdivision:/ %` Any conflict? (Y/N)
Related Cases:
Type of project (applicable survey conditions in parenthesis):
Maximum Lot Coverage: % sq. ft.
Existing Improvements (footprints):
House: 123 sq. ft.
Shed:
Detached garage:
Other:
Total Existing
��
Lot Coverage
sq. ft.
sq ft.
sq. ft.
Proposed Improvem nts (footprints):
House/addition: sq. ft.
Shed: sq. ft
Detached Garage: sq. ft.
Other: sq. ft.
sq. ft Proposed+Existing sq. ft
% Lot Coverage I (Ta %
Required Setbacks: FR S Sa. R _C_
Provided Setbacks: FR S r ) S J R S
For additions or new construction, is the structure within 2 feet of minimum setbacks?
If yes, add surveying condition FND.
Maximum Height: J � ft. Maximum Size: sq. ft.
Proposed Height: ft. Proposed Size: sq. ft.
Does the bulk plane apply? (Y -/N)
If yes, does it meet on all sides (Y/N): FR S S R
(See 26-642 and 26-120.C.1 — applies to all single-family structures (new, addition, accessory) in R -IC and R-3)
Parkland Conditions
Does the permit result in a new dwelling unit (new structure or conversion from non -res use)?
If yes, have parkland dedication fees already been paid (eg with a previous land use approval)?
If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amount in ADG.
Rev. 09/2017
Streetscape Conditions
Does the permit result in any of the following conditions?
❑ Construction of new roads ❑ Platting of new lots
❑ New development ❑ Additions that increase gross floor area (not just the footprint) by
60% or more
(proposed floor area — existing floor area ) / existing floor area
If any box above is checked...
% increase
For SF/DUPLEX—Is there existing ❑ Curb ❑ Gutter L15 -ft+ sidewalk adjacent to the property?
If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required.
MULTIFAMILY—Does the frontage meet current city standards?
If not, streetscape construction or fees -in -lieu will be required.
Fees -in -lieu of dedication or construction are due at the time the permit is issued.
Access Conditions (apply to all new driveways, garages, additions, or new homes/units)
❑ For one and two-family dwellings, the first 25' of driveway area from the existing edge of
pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials.
❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer
than 25' to any property line, except when used as joint access for two or more lots.
❑ In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width.
❑ One and two-family dwellings may have horseshoe driveways, provided that the street accesses
are at least 30 feet apart, measured from the interior edges.
❑ For all uses, one access point per property is permitted.
Landscaping Conditions (apply to additions and new dwelling units)
❑ For one -and two-family dwellings, one tree for every 70 feet of street frontage is required.
Frontage of lot - width of driveway ) / 70 = (round up for required trees)
Street trees required: Street trees provided:
❑ 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O.
❑ In the event that landscaping cannot be installed due to inclement weather prior to the issuance of
a C.O., an escrow agreement with financial guarantees may be allowed to ensure future
installation. 125% of the cost of the proposed improvements will be required with the agreement.
These funds will be reimbursed back to the property owner or contractor once the improvements
are in place.
Dwelling Unit
❑ Not approved as an independent dwelling unit.
7G%
Owner/Contractor is responsible for locating property lines
and constructing improvements according to the approved
plan and required development standards. The City is not
responsible for inaccurate information submitted within the
plan set and any construction errors resulting from
inaccurate information.
9003-3
Ci JW; v 1?7-S cler t
Landscaping removed or damaged during
construction must be replaced prior to final
inspection.
Reviewed for Zoning Compliance by the
City of Wheat Ridge Planning Division
APPROVED
BY: W,
DATE: `7 �
COMMENTS:
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8205 W. 32nd Ave., Wheat Ridge, CO 80033 - Ciddio Residence - 20x16 Patio Cover
Reviewed for Zoning Compliance by the �► 4,
City of Wheat Ridge Planning Division
APPROVED
BY. vml (�
DATE:
COMMENTS:
1
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8205 W. 32nd Ave., Wheat Ridge, CO 80033 - Ciddio Residence - 20x16 Patio Cover
16'-0"
141-0"
.040X2.5X6 FLAT ALUMINUM ROOF PANELS
EXTRUDED ALUMINUM 2.5" "G" HANGER ANCHORED TO THE
LEDGER BOARD USING 2" 3/8 DIA LAG SCREW AT V O.C.
2X8 LEDGER BOARD ANCHORED TO HOME FRAMING USING (2)
5" LedgerLok AT 16" O.C. FLASHED AND SEALED
%n
.043X3X3 STEEL POST "WET -SET" IN CONCRETE FOOTING
15"X36" CONCRETE FOOTING
.042X3X8 ALUMINUM
MAIN BEAM WITH 12
GAUGE STEEL INSERT
2X6 ALUMINUM ACCENT
BEAMS
Reviewed for toning Compliance by the
City of Wheat Ridge Planning Division
APPROVED �®
BY:
DATE:
COMMENTS:
1'-0"
8205 W. 32nd Ave., Wheat Ridge, CO 80033 - Ciddio Residence - 20x16 Patio Cover
FIRM
1'-0"
8205 W. 32nd Ave., Wheat Ridge, CO 80033 - Ciddio Residence - 20x16 Patio Cover
20'-0"
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FOUR SEASONS BUILDING PRODUCTS PATIO COVER, CARPORT AND COMMERCIAL STRUCTURE ENGINEERING (2015 IBC) (Zoil, 1t
PAGES DRAWING SECTION DESCRIPTION
1 MUSAGN01.DWG GENERAL NOTES AND TRIBUTARY WIDTH DIAGRAM
1 GENERAL NOTES AND PROFESSIONAL ENGINEERING STAMPS
LATTICE COVER COMPONENTS AND CONNECTION DETAILS
1 PAGE LAT01, DWG
4 PAGES LAT02.DWG
LAT03. DWG
LAT04. DWG
LAT05. DWG
3 PAGES
22 PAGES
STRUCTURAL CONFIGURATIONS
COMPONENTS/CONNECTION DETAILS
LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES
j?t,.Wh6aRjd,
mrry DmLovwcwr
APPROVED
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awd C�Wopofoalols Ma/ aot be o pecmrt Jor, won oppcowl o% ony w" alai ao
OW Of Mn"MiM 61 OW bu"Vp code w of any Co w6nen ft pft
to pw ftpok"" 00 Howe w Conch Mt O/owl"of wt ftw*v
wOHM a dim -0 off*C*~notwwdrd
LATTICE 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERS USING ALUMINUM AND STEEL HEADERS
SOLID COVER COMPONENTS AND CONNECTION DETAILS
11 PAGES MUSA01.DWG
MUSA01 b.DWG
M U SA02. DWG
M USA03. DWG
MUSA04. DWG
M U SA05. DWG
M U SA06. DWG
M USA07. DWG
M USA08. DWG
M U SA09. DWG
MUSA10.DWG
7 PAGES
38 PAGES
STRUCTURAL CONFIGURATIONS
STRUCTURAL CONFIGURATIONS
COMPONENTS/CONNECTION DETAILS
COMPONENTS/CONNECTION DETAILS
COMPONENTS/CONNECTION DETAILS
COMPONENTS/CONNECTION DETAILS
COMPONENTS/CONNECTION DETAILS
COMPONENTS/CONNECTION DETAILS
COMPONENTS/CONNECTION DETAILS
COMPONENTS/CONNECTION DETAILS
COMPONENTS/CONNECTION DETAILS
4.0 PANEL SPANS FOR PATIO, CARPORT AND COMMERCIAL STRUCTURES
5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN NORMAL WIND AREAS
2 PAGES Misc1a, Misc1b 7.0 MISC DETAILS
1 PAGE Misc2 7.0 FAN BEAM DETAILS
1 PAGE Misc3 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES
1 PAGE Misc4 7.0 CONCRETE FOOTING OPTIONS
2 PAGES Misc5 7.0 REQUIREMENTS FOR LATTICE STRUCTURES WITH SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS
1 PAGE Misc6 7.0 FORCES ON EXISTING STRUCTURES
1 PAGE Misc7 7.0 STRUCTURAL PROPERTIES OF BEAMS, FASCIA, PANELS AND RAFTERS FOR USE BY DESIGN PROFESSIONALS
1 PAGE Misc8 7.0 CONCRETE SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS
JUL 17 2018
January 26, 2017
TRIB WIDTH
EXISTING
STRUCTURE
TRIBUTARY
WIDTH
DIAGRAM
General Notes
PROJECTION
TRIB WIDTH
TRIBUTARY WIDTH
OVERHANG
PROJECTI❑N
TRIB WIDTH ---� TRIBUTARY WIDTH
1. Structural design per the 2015 International Building Code basic load combinations described in
Section 1605.3.1 and no increases are permitted for resisting wind or seismic forces. Aluminum
design in accordance with the 2015 edition of the Aluminum Associations's specifications and
Chapter 20 of the IBC. Patio Covers as defined in IBC Appendix I shall be used only for
recreational, outdoor living purposes and not as carports, garages, storage rooms or habitable
rooms. Commercial Covers may be used for these purposes. Carports must have at least two
opens sides and have floor surfaces made of approved noncombustible material or asphalt.
2. At least one horizontal dimension (projection or width) of cover shall be less than 30'.
3. Concrete will meet the durability requirements of ACI -318-14 and have a minimum compressive
strength (f c) of 2500 psi. Patio structures may be attached to concrete slab without footings
when the post load is 750 Ibf or less and the frost depth is zero. Concrete shall be set back a
minimum of 4" from edge or expansion joint of a slab. Posts attached on slab will conform to
Details LA35, MU100 or MU102.
4. Each application shall show a complete plot plan of the property and buildings. Circle the post
spacing, span, etc., in the tables that fit that particular job.
5. Each installation shall bear an identifying decal giving the name and address of mfgr., live or
snow load, design wind speed and exposure and ICC ESR number.
6. Light gauge steel shall be per ASTM A653 unless otherwise specified. Grade will be specified
under individual details. Thickness is bare steel. Negative thickness tolerance is -5%.
7. Alternate alum. alloys may be substituted for those specified provided they are referenced in the
2015 ADM with equal or greater guaranteed minimum properties (Ftu, Fty, Fcy and E).
Thickness indicated is bare metal and negative tolerance must comply with ANSI H35.2. 3004
H24 may be subsituted for 3004 H34.
8. Lag screws shall be placed in holes prebored 70% diam. For concrete block construction, place
masonry anchors as per the installation instructions.
9. Drainage which otherwise would go over a public sidewalk shall be collected and diverted under
sidewalk.
10. Structures may not be enclosed unless additional engineering is provided or by approval of the
local building authority.
11. A geotechnical investigation is not necessary unless required by 1803.2 of the 2012 IBC. Soil is
assumed to be Class 5 of Table 1806.2 of the 2015 IBC. Bearing 1500 psf vert., 100 psf/ft. horiz
and doubled as per 1806.3.4. These design values do not apply to mud, organic silts, organic
clays, peat or unprepared fills and may require further soil investigation. The building official may
assign a load bearing capacity. Units in a snow load area of 25 psf or less may be built on 1000
psf bearing soil w/o additional engineering. Minimum footing depth is the local frost depth.
Four Seasons ICC ESR 1953 (2015 IBC) 1/26/2017
12. The roof panels shall have a slope between 0.25" and 1" per foot.
13. All steel shall be galvanized ASTM A-653 G90, A123 G45 or A153 B-3, painted ASTM A755 or use an approved
coating complying with IBC section 2203.2. Paint inside of all embedded posts from the bottom to 12" above grade.
Where aluminum is in contact with dissimilar metals (other than stainless, aluminized or galvanized steel) or absorbent
building materials, likely to be continuously or intermittently wet, the faying surfaces shall be painted or otherwise
seperated in accordance with the Aluminum Design Manual Section M.7.
14. Wind velocity and Ground Snow/Live load are identified in all of the relevant tables. Roof snow loads have been
determined in accordance with ASCE7-10 Section 7.3. Ct=1.2, I = 1.0, Ce=1.0 (All exposures except B and C when
located tight among conifers)
Ground Snow LoadApplied Roof Load
10 psf 10 psf LIVE OR GROUND SNOW
20 psf 20 psf LIVE OR GROUND SNOW
25 psf 21 psf DESIGN ROOF SNOW LOAD
30 psf 25.2 psf DESIGN ROOF SNOW LOAD
35.7 psf 30.0 psf DESIGN ROOF SNOW LOAD
42 psf 35.3 psf DESIGN ROOF SNOW LOAD
50 psf 42.0 psf DESIGN ROOF SNOW LOAD
60 psf 50.4 psf DESIGN ROOF SNOW LOAD
WIND SPEEDS IN THE 2015 IBC ARE "ULTIMATE DESIGN WIND SPEED." ALL STRUCTURES DESCRIBED IN THIS
REPORT ARE DESIGNED USING PRESSURES CALCULATED FROM "ULTIMATE DESIGN WIND SPEEDS" FOR
RISK CATEGORY ll. FOR ATTACHED STRUCTURES THE MAXIMUM MEAN ROOF HEIGHT OF THE EXISTING
STRUCTURE IS 30'. Kzt WAS ASSUMED AS 1.0 FOR ALL WIND LOADS. SITE LOCATIONS REQUIRING A
HIGHER Kzt VALUE (ISOLATED HILLS, RIDGES, ESCARPMENTS) WILL REQUIRE HIGHER WIND LOADS AS
PER ASCE7-10 SECTION 26.8 AND ARE OUTSIDE THE SCOPE OF THIS REPORT.
NOTE: EXPOSURE B: SHALL APPLY WHEN THE GROUND SURFACE ROUGHNESS CATEGORY B (URBAN AND
SUBURBAN AREAS, WOODED AREAS, OR OTHER TERRAIN W/ NUMEROUS CLOSELY SPACED
OBSTRUCTIONS HAVING THE SIZE OF A SINGLE FAMILY DWELLING OR LARGER) PREVAILS IN THE UPWIND
DIRECTION FOR A DISTANCE OF AT LEAST 1500 FT.
EXPOSURE C: SHALL APPLY WHEN EXPOSURE B AND D (SMOOTH MUD FLATS, SALT FLATS, UNBROKEN ICE
AND OTHER) DO NOT.
SEISMIC LOADING:
MAXIMUM Ss = 150% SHOWN IN 2015 IBC FIGURE 1613.3.1(1)
Ss >150% ARE NOT REQUIRED AS PER ASCE7-10 12.8.1.3
S1 NOT APPLICABLE TO THESE STRUCTURES
SITE CLASS = D
BASIC SEISMIC FORCE RESISTNG SYSTEM
POSTS EMBEDDED INTO FOOTINGS = ORDINARY STEEL MOMENT FRAME >> R=1.25
POSTS SURFACE MOUNTED = GENERIC SYSTEM >> R = 1.25
ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE
These roofs are not subject to maintainance workers and have not been evaluated for a 300 Ibf concentrated load.
Maximum mean roof height of existing structure for attached units is 30'.
15. The width of single span attached solid cover structures must be at least 100% of the projection.
16. Multiple span units are allowed.
17. All structures must comply with one of the following:
a. All structures with a roof snow load of 30 psf or less may be built in Seismic Design Category (SDC)
A -D up to the maximum Ss noted in General Note #14.
b. Structures with flat roof design snow loads over 30 psf complying with IBC Section 1613.1 Exception #1
do not require additional seismic analysis.
c. Structures not complying with (a) or (b) must have constrained footings and are limited by the Ss
shown in Sections 2.0 or 5.0.
18. All aluminum and steel solid panels are class A fire rated as indicated in IBC Section 1505.2 Exception #2.
19. All screws are self drilling (SDS) or sheet metal (SMS) and in conformance with ICC ESRs 1271, 1408, 1976. 2196,
3006, 3215, 3223, 3294, 3332, 3528, 3558, or equivalent and use head diameters equal to #8=16", #10= s", #12=12" and
#14=2" or steel washers with similar diameters. All bolts are ASTM A307. All wood screws must comply with
ANSI/ASME Standard B18.6.1 and AWC NDS -2015 11.1.5. All lag screws must comply with ANSI/ASME B18.2.1 and
AWC NDS 11.1.4. All washers are ASTM F844 w/ Dimensions complying with ASME B18,22.1 Type A. Steel nuts to
be ASTM A563. The minimum washer diameter for bolted connections is 1". All fasteners will have a minimum edge
distanc of 2x the fastener diameter.
Pagel of 98
Revisions
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0uD0
D o J
0oO�p
FREESTANDING SINGLE SPAN COVER
MU —
Ola
d `'.• ^ •~ CUBIC F❑❑TING
+ •' DETAIL MU108
WIDTH MUST BE AT LEAST d d ALL HEADERS MAY
100% OF PROJECTION FOR OVERHANG 25% OF
SINGLE SPAN ATTACHED POST SPACING
STRUCTURES WIDTH LEDGER BOARD
PER 12"
MINIMUM SLOPE
ROLL FORMED OR LAMINATED
SANDWICH PANEL FASCIA, ALUMINUM
I BEAM OR OTHER
STRUCTURAL HEADER
POST
MIN 3.5' CONCRETE
SLAB REQUIRED FOR
CONSTRAINED FOOTINGS
CIRCULAR FOOTING
DETAIL MU108
MULTIPLE SPAN J
HEADERS ARE ALLOWED
PATI❑ COVERS ARE
LIMITED TO 12' HEIGHT
COMMERCIAL COVERS
PROJECTION AND CARPORTS ARE
LIMITED TO 15' HEIGHT
ci
cl
ATTACHED SINGLE SPAN COVER '•' �`�.'«::•.y:
MAY BE MULTISPAN
SURFACE MOUNT OR
EMBEDDED ATTACHMENT
Four Seasons ICC ESR 1953 (2015 IBC) 1/26/2017
Page 33 of 98
ROLL FORMED OR LAMINATED
SANDWICH PANEL
W
ALL PANELS
MAY OVERHANG
25% OF THEIR
CLEARSPAN
I BEAM OR OTHER
JUL 17 2018
MU
STRUCTURAL HEADER
4
Carl Putnam, P.E.
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1`'� �
MULTISPAN
�—
CARLPUTNAM@COMCAST.NET
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DETAIL MU108
CUBIC FOOTING
DETAIL MU108
SINGLE SPAN
FREESTANDING UNIT
NAL
MIN 3.5' CONCRETE
SLAB REQUIRED
FOR CONSTRAINED
FOOTINGS
JUL 17 2018
MU
4
Carl Putnam, P.E.
3441 IVYLINK PLACE
LYNCHBURG, VA 24503
'•"
CARLPUTNAM@COMCAST.NET
Drawn
•� . '
CMP
xk,* CMP�y
MIN 3.5' CONCRETE
SLAB REQUIRED
FOR CONSTRAINED
FOOTINGS
FREESTANDING SINGLE SPAN COVER
mu
WIDTH
PANEL/WALE=
CONNECTION
HEADER/POST
MU CONNECTION
2
ATTACHED SINGLE SPAN COVER
MAY BE MULTISPAN
SURFACE MOUNT OR
EMBEDDED ATTACHMENT
Four Seasons ICC ESR 1953 (2015 817C)11/261/2017
PANEL
PANEL
FASCIA
OR BEAM
HEADER/POST
CONNECTION
CUBIC FO❑TING
DETAIL MU108
CIRCULAR FOOTING
DETAIL MU108
DETAILS
PANELS MU05, MU06, MU08, MU11-14, MU21-26,
MU33-35, MU39
STRUCTURAL FASCIA) MU07, MU09-10, MU15-20,
MU27-32, MU36-38
BEAMS1 MU50, MU56—MU65, MU76-78, MU96, MU113,
MU114, MU120
POSTS: MU49-51, MU89-98, MU100,
WALL HANGERS MU40-48
SPLICES: MU52-55, MU66-76
CONNECTION DETAILS
HEADER/POST: MU99-104, MU110-115
POST/F❑❑TING OR SLAB MU100, MU1021 MU108-1091
MU116
PANEL/WALL: MU105, MU106, MU107
POSTS <W.
Page 34 of 98
PANEL
POSTS 1�7
CUBIC F❑❑TING
DETAIL MU108
SINGLE SPAN
FREESTANDING UNIT
1:19M
MULTISPAN
FREESTANDING UNIT
03
POST
PANEL
DETAIL MU108
FASCIA
HEADER/POST
CONNECTION
MU
4
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Page
2.5" PANELS AND FASCIA
SEE DETAIL MU13
2.5'
MU B • _"1
21 I
2,5"x8" FLAT PANEL 3004H34
24'
z+ 24" TRI STAR PANEL
SEE DETAIL MU13
2'
6' -a
2'x6' FLAT PANEL
3004H34 ALUM
0.375'-1 [-3-
2.5'
3004H34
SEE DETAIL MU13
T
2.5' Mu
zz
6' ---�
2.5'X6' FLAT PANEL
3004H34 ALUMINUM
6' RF FASCIA
3004H34 ALUMINUM
#14 SMS W/ PLASTIC
ROOFING WASHER INTO HEADER
I • T • 0.060•%
3', 3.5', 4' or 6' 77,' , 1.5 PCF FOAM
34
OPTIONAL FAN
ALUM BEAM 6063T6 0.024' or 0.032'
FULL LENGTH OF PANEL 3105H14 ALUMINUM
ALUMINUM SANDWICH PANEL AS PER ICC ESR 2229
USE OF FOAM CORE SANDWICH PANELS WILL REQUIRE THE USE
OF A REGISTERED DESIGN PROFESSIONAL TO COMPLY WITH
EXISTING ICC ESR
SEE TABLE 4,19
4"x12' VEE PANEL
3004H34 ALUMINUM
ASTM A-653 GRADE 40 STEEL
WESTERN PANELS
AND FASCIA
Four Seasons ICC ESR 1953 (2015 IBC) 1/26/2017 1 Page 36 of 98
12
SEE DETAIL MU13
2.5
MU
26
2,5'X12' TWIN VEE PANEL
3004H34 ALUMINUM
ASTM A-653 GRADE 40 STEEL
SEE TABLE 4.19
i
31
6' ALLMET
EXTRUDED FASCIA
6063 T6
SEE TABLE
4.19
5.1
MU
36
f-- 3.8 --�
5' MAGNUM GUTTER
6063T6 ALUM
0.075
6.1
PANEL
4,5' EXTRUDED FASCIA
6061 T6
6.1
37 38
J��-- 3.7 --I
6" MAGNUM GUTTER 6' SMOOTH GUTTER
6063T6 ALUM 6063T6 ALUM
24
3'
39
3"X24' PANEL
3004H34 ALUMINUM
ASTM A-653 GRADE 40 STEEL
#8 SMS @3' O/C
Revisions
9
JUL 17 2018
Carl Putnam, P,E,
3441 IVYLINK PLACE
LYNCHBURG, VA 24503
CARLPUTNAM@COMCAST.NET
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JUL 17 2018
Carl Putnam, P,E,
3441 IVYLINK PLACE
LYNCHBURG, VA 24503
CARLPUTNAM@COMCAST.NET
wn By
IMP
0.274 1.000 t274
r
7
0.250-1 0.055 4.100
M
1.705 f -- 1 -1-1,000
4" HANGERS
6063T6 ALUM
3.662
,274 0,274
1.000
0.055 0.250
0.976
3.101 KI00
0,062
MU
-'{ 1.702 �-- 41 f---}-1.000
3" HANGERS
6063T6 ALUM
3,000
0,075
E
MU
49
0,075'x3"x3" POST
6063T6 ALUM
0.0620
MU
U42
0.062'
1.06'
+ 0.187'
0,375'0
0,5'0
I-- 4.000
0.120'
MU
50
4"x4" POST
6063T6 ALUM
3.000-1
0.062
MU
51
0,062'x3"x3"
MAGNUM POST
6063T6 ALUM
FASCIA SPLICES MUST BE WITHIN 12' OF A POST
KI EE DETAIL MU55
LK
sz 5,5' EXTRUDED
GUTTER SPLICE
6063 T6 ALUMINUM
Four Seasons ICC ESR 1953 (2015 IBC) 1/26/2017
53 5' EXTRUDED
GUTTER SPLICE
6063 T6 ALUMINUM
HANGERS
(ALUM. 6063 T-6)
0,0500
54 5' ROLL FORMED
GUTTER SPLICE
3004 H34 ALUMINUM
1.625'
0.050'
I 3.562'
4,24'
0.062'
40.050 I - 0.5'
1.375'
MU
43 3-1/2' 'J' RAIL
SEE TABLE 7,5 FOR
TYPE AND SPACING
OF FASTENERS
T
panel height
040-
1,68'
a6 "C' HANGER
12'
MU Q Q o
55 �!I II --11 MIN
1' MIN
0 0 0
Page 37 of 98
1.625'
0.75'
0,062' 3,062' 3,74' REF
2.5' 3,062'
3.74' REF
—0.5- 0.5'
MU 1.5' —�
45
44 3' 'J' RAIL 3' AND 2.5' 'G' HANGER
RAIL PROFILES
105'
F 0,0.050'
'T
3.562'
--+ 1.062'
�-- 0.5'
1.50'—
ai 3-1/2' 'G' RAIL
I
1' MIN SCREW PATTERNS
o o FOR ALL FASCIA
SPLICES. ALL FASCIA
»iz
EN SPLICES MUST BE WITHIN
12' OF A POST
0 0 0 0
ALUM, ALLOY 6063—T6
1.625'
0.062'
2,062-
1.062'
F -15--J0.625'-1
48 2' 'J' RAIL
( Revisions 1
0
JUL 17 2018
Carl Putnam, P. E.
3441 IVYLINK PLACE
LYNCHBURG, VA 24503
CARLPUTNAM@COMCAST,NET
Page
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Carl Putnam, P. E.
3441 IVYLINK PLACE
LYNCHBURG, VA 24503
CARLPUTNAM@COMCAST,NET
Page
E
0.042'
0.042'x3'X8' HEADER/RAFTER
3004 H34
--I 1.500 �--
0.060 � �p
0.090
8.250
6
0.024'
0.032'
0.040'
2'X6 1/2' HEADER
GMU 3004 H34
77
MU BRACKETS FOR 1.5' SQ TWIN POSTS
81 6063 T6 ALUMINUM
—2.702-
--0.090
.702 —0.090
N
Mu 'U' BRACKET
84 FOR 3' SQUARE POSTS
6063 T6 ALUMINUM
028'
1 R0,1400
0 0.032' ALUM
C) .040' ALUM
0.043' STEEL
MU 3' LOCKSEAM POST
89 A-653 GRADE 40 STEEL
3004 H34 ALUMINUM
3/16' or
1/4'
3', 4' OR 5'
Mu 3', 4' OR 5' ASTM A500
93 GRADE A STEEL POSTS
SEE GEN NOTE #13 FOR
C❑RRS❑SI❑N PROTECTION
�-2,308—{ (--2.375
— L 0.090
7.875
0.059' (16 GA)
0.070' (14 GA)
0.105' (12 GA)
MUST BE ENCLOSED
IN MU76 OR
LATERALLY BRACED
0.773
f --2.500—j I
MU STEEL C BEAM ASTM
78 A653 GRADE 50
5.683
i
O 0 O 2.3750
I
oIB O
d—
Ln
0,090
Mu STANDARD BRACKET
79 FOR CLOVERLEAF POSTS
6063 T6 ALUMINUM
I-- 5,683 -+
i
InALUM BRACKET
82 FOR ' SQUARE
POSTS 6063T6
MU U' BRACKET
85 FOR CLOVERLEAF POSTS
6063 T6 ALUMINUM
0.032
} o
}
MU 1.5' SQ TWIN POST
90 3004 H34 ALUMINUM
Four Seasons ICC ESR 1953 (2015 IBC) 1/26/2017
0.090 — —
FOUR HOLES FOR
0,300 1/4' BOLTS
ALL BRACKET
DIMENSIONS
EXCEPT THICKNESS 0.135
ARE APPROXIMATE Mu
B6 TWO HOLES FOR
3/8' BOLTS
3.5'X3' I BEAM POST BRACKET
ALUM 6063-T6
0.062 -Lnj
} o
t
MU L5' SQ TWIN POST
91 6063T6 ALUMINUM
I� 3" � 1
0.055 J
3'
i
Mu FLUTED
95 ALUMINUM POST
6061 T6
�--- 3.000 --
`t
MU
96 SQUARE POSTS
ALUM 6063-T6 t= 0.120'
Page 39 of 98
5.683
0o i
O
0
° o
O --T_
0.125 �
rl
MU O ni
80
HEAVY DUTY BRACKET I --3.000---I
FOR CLOVERLEAF POSTS
Fy = 36 KSI
ASTM A123 075
5.683 —-I
Ln
cu
1
0.090— —
Mu STANDARD BRACKET
s3 FOR 3' SQUARE POSTS
6063 T6 ALUMINUM
k
Ln
CO cu
00 C5 -- 0.188'
87 1N
I
5.875' or 6.875' —�
ALUM HEAVY DUTY BRACKET (6063T6)
FOR 3' AND 4' SQUARE POSTS
#14 SMS @ 24'
❑/C TYPICAL
SEE MU112
t
0.024'X2'X6.'
ALUM SIDEPLAT
97 3'x3' ALUM POST
t= 0.024' 3004 H34
5.875
3.344 --{
MU 0.125' ALUM 'H'
88 BRACKET 6063 -Ti
98 3' POST WITH
SIDEPLATES
0.125
a-xa-
P❑ST
( Revisions 1
O���p,D 0
JUL 17 2018
Carl Putnam, P. E.
3441 IVYLINK PLACE
LYNCHBURG, VA 24503
CARLPUTNAM@COMCAST.NET
Drawn By C44ty C.+
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NOW
Filename -�"-
MUSA06.DWG
Scale NT$ Page /
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Carl Putnam, P. E.
3441 IVYLINK PLACE
LYNCHBURG, VA 24503
CARLPUTNAM@COMCAST.NET
Drawn By C44ty C.+
Chedtlgy+_ Y
NOW
Filename -�"-
MUSA06.DWG
Scale NT$ Page /
i CONCRETE ❑R
MASONRY ANCHOR
1/4' LAG SCREW
#10 SCREW
SEE TABLE'
4.19 ❑R 4.20 STPANEL
#14 SCREW
SEE TABLE 7.5
PANEL
SEE GENERAL NOTE #21
j SEE TABLE 7.5
FOR FASTENER
SPACING
j STUD, CONCRETE
OR MASONRY
WALL
EXISTING DF WOOD
I FRAMED WALL
1C.' 'j. OR .G.
-TYPE ALUM HANGERS
MIN WALL 't'
6063 T6 t= 0.060'
3004 H34 t=0.040'
1/4" LAG
SCREW W/
2,25" EMBED
MU
105 LEDGER AND WALL ATTACHMENT
MIN 3.5"
CONCRETE SLAB FOR
CONSTRAINED FOOTINGS
SEE SHEET M8
3.5' MIN
2,25' min
Seal with permanently flexible
& waterproof sealant
CONTINUOUS 2'x6' DF LEDGER BOARD
OR PROVIDE SIMPSON STRONG TIE MSTA36
(ICC ESR 2105) AT SPLICE LOCATION COVER
W/ 0.019' ALUM
ATTACH COVER
AS PER MU105
1/4' Lag Screw
PER TABLE 7,7
1' MIN
Completely seal
with permanently
flexible & water-
proof sealant
v Synthetic Stucco or
SHEATHING ----other non-structural covering
(1' max, thick)
TABLE 73 SPECIFIES THE ALLOWABLE
DISTANCE TO FIRST ROW OF POSTS
Mu STUCCO ATTACHMENT DETAIL
106 WITH LEDGER BOARD
ALUM W/ t=0.120' OR STEEL POST
WITH 12' EMBED FOR FOOTINGS UP TO
d=39' OR 18' EMBED FOR FOOTINGS
UP TO d=48'.
12" 11 18"
(1) �"X9" STEEL ROD (REBAR
OR THREADED) OR STEEL BOLT
CENTERED -�-
M,N 36" D0fP
08 FREESTANDING OR ATTACHED POURED
FOOTING
Four Seasons ICC ESR 1953 (2015 IBC) 1/26/2017
#14 SMS
SEE TABLE 7,3
FOR QTY
ONE BOLT DIAM. (M
I
M
SEE PAGE MUSA02
FOR DETAIL MU107
DETAIL MU87
OR MU80
8'0 STAINLESS STEEL OR
b' GALVANIZED HILTI
KWIK BOLT TZ (ICC ESR
1917) W/ 2' EMBEDMENT
MAX FOOTING SIZE IS
d=34'
109 SINGLE SPAN ATTACHED F❑❑TING
Page 41 of 98
( Revisions 1
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a'
• '4
3.5' MIN
2,25' min
Seal with permanently flexible
& waterproof sealant
CONTINUOUS 2'x6' DF LEDGER BOARD
OR PROVIDE SIMPSON STRONG TIE MSTA36
(ICC ESR 2105) AT SPLICE LOCATION COVER
W/ 0.019' ALUM
ATTACH COVER
AS PER MU105
1/4' Lag Screw
PER TABLE 7,7
1' MIN
Completely seal
with permanently
flexible & water-
proof sealant
v Synthetic Stucco or
SHEATHING ----other non-structural covering
(1' max, thick)
TABLE 73 SPECIFIES THE ALLOWABLE
DISTANCE TO FIRST ROW OF POSTS
Mu STUCCO ATTACHMENT DETAIL
106 WITH LEDGER BOARD
ALUM W/ t=0.120' OR STEEL POST
WITH 12' EMBED FOR FOOTINGS UP TO
d=39' OR 18' EMBED FOR FOOTINGS
UP TO d=48'.
12" 11 18"
(1) �"X9" STEEL ROD (REBAR
OR THREADED) OR STEEL BOLT
CENTERED -�-
M,N 36" D0fP
08 FREESTANDING OR ATTACHED POURED
FOOTING
Four Seasons ICC ESR 1953 (2015 IBC) 1/26/2017
#14 SMS
SEE TABLE 7,3
FOR QTY
ONE BOLT DIAM. (M
I
M
SEE PAGE MUSA02
FOR DETAIL MU107
DETAIL MU87
OR MU80
8'0 STAINLESS STEEL OR
b' GALVANIZED HILTI
KWIK BOLT TZ (ICC ESR
1917) W/ 2' EMBEDMENT
MAX FOOTING SIZE IS
d=34'
109 SINGLE SPAN ATTACHED F❑❑TING
Page 41 of 98
( Revisions 1
0
JUL 17 2018
Carl Putnam, P. E.
3441 IVYLINK PLACE
LYNCHBURG, VA 24503
CARLPUTNAM@COMCAST.NET
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JUL 17 2018
Carl Putnam, P. E.
3441 IVYLINK PLACE
LYNCHBURG, VA 24503
CARLPUTNAM@COMCAST.NET
SECTION 4.0 SOLID COVER INSTRUCTIONS AND POST TABLES
GENERAL INSTRUCTIONS FOR THESE TABLES
1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE
2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT
3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE
(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20 PSF MIN)
4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS
ADEQUATE CLEARSPAN FOR YOUR NEEDS.
5. DETERMINE TRIBUTARY WIDTH FROM TABLE 4.1 OR CALCULATE
FROM TRIBUTARY DIAGRAM ON GENERAL NOTES PAGE
6. LOCATE HEADER TABLE IN SECTION 5.0 W/ CORRECT PARAMETERS
a. GROUND SNOW LOAD, SEE GEN NOTE #14
b. LIVE LOAD, SEE #3 ABOVE
c. WIND SPEED, SEE GEN NOTE #13
d. EXPOSURE, SEE GEN NOTE #14
e. SEISMIC, SEE GEN NOTE #14
f. ATTACHED OR FREESTANDING
g. a -e ARE SET BY YOUR LOCAL BUILDING AUTHORITY
7. CHOOSE A HEADER FROM TABLES IN SECTION 5.0 THAT HAS ADEQUATE POST SPACING
8. DETERMINE FOOTING SIZE
USE THE UPLIFT FOOTING IF BOTH OF THESE CONDITIONS ARE MET
a. STRUCTURE IS ATTACHED TO AN EXISTING STRUCTURE
b. PROJECTION IS EQUAL OR SHORTER THAN THE WIDTH (SEE SHEET SCOL)
c. GO TO #9a
IF EITHER a OR b ARE NOT TRUE THEN:
a. CHOOSE CONSTRAINED FOOTING SIZE BASED ON THE 3 CHOICES OF POST HEIGHT
b. USE THE LARGER OF THE UPLIFT OR CONSTRAINED FOOTING SIZE
c. CONSTRAINED FOOTINGS MUST USE DETAIL MU108 OR M5
d. GO TO 9b
9. DETERMINE POST TYPE
a. IF BOTH 8a AND 8b ARE TRUE THEN USE POST SHOWN IN TABLE UNDER "MIN POST TYPE"
CROSS REFERENCE LETTER CODE W/ TABLE 4.2
IF THIS POST'S MAX HEIGHT IS TOO SHORT, UPGRADE THE POST.
b. IF EITHER 8a OR 8b ARE NOT TRUE THEN:
DETERMINE POST TYPE FROM CROSS REFERENCING THE UPLIFT FOOTING AND
CONSTRAINED FOOTING ON TABLE 4.3
example #1: A40" UPLIFT FOOTING AND A 20" CONSTRAINED FOOTING
ARE REQUIRED. POST TYPE "J" IS REQUIRED. TABLE 4.2 SHOWS POST TYPE
"J" TO BE A 0.120"X3"X3" ALUM POST WITH A MAX HEIGHT OF 10'.
example #2: A 20" UPLIFT FOOTING AND A40" CONSTRAINED FOOTING
ARE REQUIRED. POST TYPE "N1" IS REQUIRED. TABLE 4.2 SHOWS POST TYPE
"N1" TO BE A 3/16"X5"X5" STEEL POST WITH A MAX HEIGHT OF 15'.
30. IF STRUCTURE IS ATTACHED FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO
WALL FROM TABLE 7.5 OR TABLE 7.7
11. USE THE APPROPRIATE DETAILS (MU01 TO MU120)
FOR PATIO SLABS FOLLOW 1-7 FROM ABOVE THEN
SLAB 7. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
SLAB 8. BOTH 8a AND 8b MUST BE TRUE
SLAB 9. FOLLOW 9a FROM ABOVE
SLAB 10. FOLLOW 10 AND 11 FROM ABOVE
SLAB 11. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Misc3 FOR SLAB REQUIREMENTS
INSTEAD OF SECTION 5.0
Four Seasons ICC ESR 1953 (2015 IBC) 1/26/2017
W.*
TABLE 4.3
Table 4.2
Post Description Max POS
Hgt Type
Detail
TABLE 4.1 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES
8'
A
MU100
Twin 0.062"x1.5"x1.5" Scroll
OVER-
B
MU100
0.024"0"x3" Post w/ Sideplates
PROJECTION OF SINGLE SPAN STRUCTURES (FT)
C
MU112
Alum 0.032"0"0" Lockseam
10'
D
MU89
HANG
6'
7'
8'
9'
10'
11'
12'
13'
14'
15'
16'
17'
18'
19'
20'
21'
22'
0'
3'
3.5'
4'
4.5'
5'
5.5'
6'
6.5'
7'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
1'
3.5'
4'
4.5'
5'
5.5'
6'
6.5'
7'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
11.5'
2'
n/a
Na
n/a
5.5'
6'
6.5'
7'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
11.5'
12'
3'
n/a
Na
n/a
n/a
n/a
n/a
n/a
8'
8.5'
9'
9.5'
10'
10.5'
11'
11.5'
12'
12.5'
4'
n/a
Na
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
10.5'
11'
11.5'
12'
12.5'
13'
5' 1
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
13'
13.5'
TABLE 4.3
Table 4.2
Post Description Max POS
Hgt Type
Detail
Twin 0.032"x1.5"x1.5" Scroll
8'
A
MU100
Twin 0.062"x1.5"x1.5" Scroll
10'
B
MU100
0.024"0"x3" Post w/ Sideplates
11'
C
MU112
Alum 0.032"0"0" Lockseam
10'
D
MU89
Alum 0.040"x3"0" Lockseam
10'
E
MU89
Alum 0.055"0"0" Fluted
11'
F
MU95
Alum 0.075"x3"0" Square
12'
G
MU49
Magnum 0.062"x30
11'
H
MU51
Steel 0.043"x3"x3" Lockseam
11'
1
MU89
Alum 0.120"x3"0" Square
10'
J
MU96
Alum 0.120"x4"x4" Square
14'
K
MU50
3/16"x3"x3" Steel Square
12'
L
MU93
3/16"x4"x4" Steel Square
15'
M1
MU93
3/16"x4"x4" Steel Square
12'
M2
MU93
3/16"x5"x5" Steel Square
15'
N1
MU93
3/16"x5"x5" Steel Square
12'
N2
MU93
3/16"x6"x6" Steel Square
15'
0
MU93
Uplift
d(in)
Constrained d (in)
16 17 18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
14
1
1
1
1
1
1
1
1
1
1
J
K
K
K
K
L
L
L
M1
M1
M1
M1
M1
M1
N1
N1
N1
N1
N1
0
0
0
0
O
15
1
1
1
1
1
1
1
1
1
J
J
K
K
K
K
L
L
L
M1
M1
M1
M1
M1
M1
N1
N1
N1
N1
N1
0
0
0
0
0
16
1
1
1
1
1
1
1
1
J
J
J
K
K
K
K
L
L
L
M1
M1
M1
M1
M1
M1
N1
N1
N1
N1
N1
0
0
0
0
0
17
1
1
1
1
1
1
1
1
J
1
J
K
K
K
K
L
L
L
M1
M1
M1
M1
M1
M1
N1
N1
N1
N1
N1
0
0
0
0
0
18
1
1
1
1
1
1
1
1
1
1
J
K
K
K
K
L
L
L
M1
M1
M1
M1
Ml
M1
N1
N1
N1
N1
N1
0
0
0
0
0
19
1
1
1
1
1
1
1
1
J
J
J
K
K
K
K
L
L
L
M1
M1
M1
M1
M1
M1
N1
N1
N1
N1
N1
0
0
0
0
0
20
1
1
1
1
1
1
1
1
1
J
1
K
K
K
K
L
L
L
M1
M1
M1
M1
M1
M1
N1
N1
N1
N1
N1
0
0
0
0
0
21
1
1
1
1
1
1
1
1
1
J
1
K
K
K
K
L
L
L
M1
M1
M1
M1
M1
M1
N1
N1
N1
N1
N1
0
0
0
0
0
22
1
1
1
1
1
1
1
1
1
J
J
K
K
K
K
L
L
L
M1
M1
M1
M1
M1
M1
N1
N1
N1
N1
N1
0
0
0
0
0
23
1
1
1
1
1
1
1
1
J
J
J
K
K
K
K
L
L
L
M1
M1
M1
M1
M1
M1
N1
N1
N1
N1
N1
0
0
0
0
0
24
1
1
1
1
1
1
1
1
J
J
J
K
K
K
K
L
L
L
M1
M1
M1
M1
M1
M1
N1
N1
N1
N1
N1
0
0
0
0
0
25
1
1
1
1
1
1
1
1
1
1
J
K
K
K
L
L
L
L
M1
M1
M1
M1
M1
M1
N1
N1
N1
N1
N1
0
0
0
0
0
26
1
1
1
1
1
1
1
J
1
J
K
K
K
K
L
L
L
L
M1
M1
M1
M1
M1
M1
N1
N1
N1
N1
N1
0
0
0
0
0
27
1
1
1
1
1
1
1
J
J
1
K
K
K
K
L
L
L
M1
M1
M1
M1
M1
M1
M1
N1
N1
N1
N1
N1
0
0
0
0
n/a
28
1
1
1
1
1
1
1
1
J
J
K
K
K
K
L
L
L
M1
M1
M1
M1
M1
M1
M1
N1
N1
N1
N1
N1
0
0
0
0
n/a
29
1
1
1
1
1
1
1
J
J
1
K
K
K
K
L
L
L
M1
M1
M1
M1
M1
M1
M1
N1
N1
N1
N1
N1
0
0
0
0
30
1
1
1
1
1
1
J
1
J
1
K
K
K
K
L
L
L
M1
M1
M1
M1
M1
M1
M1
N1
N1
N1
N1
N1
0
0
0
0
31
1
1
1
1
1
1
1
1
J
J
K
K
K
K
L
L
L
M1
M1
M1
M1
M1
M1
M2
N1
N1
N1
N1
N1
0
0
0
0
32
1
1
1
1
1
1
J
J
1
J
K
K
K
K
L
L
L
M1
M1
M1
M1
M1
M1
M2
N1
N1
N1
N1
N1
0
0
0
0
33
1
1
1
1
1
1
1
J
J
K
K
K
K
L
L
L
L
M1
M1
M1
M1
M1
M1
M2
N1
N1
N1
N1
N1
0
0
0
0
34
1
1
1
1
1
J
1
J
J
K
K
K
K
L
L
L
M1
M1
M1
M1
M1
M1
M1
M2
N1
N1
N1
N1
N1
0
O
0
0
35
1
1
1
1
1
J
J
J
1
K
K
K
K
L
L
L
M1
M1
M1
M1
M1
M1
M1
N1
N1
N1
N1
N1
N1
0
0
0
0
36
1
1
1
1
1
J
1
1
J
K
K
K
K
L
L
L
M1
M1
M1
M1
M1
M1
M1
N1
N1
N1
N1
N1
N1
0
0
0
0
37
1
1
1
1
1
1
1
J
K
K
K
K
L
L
L
L
M1
M1
M1
M1
M1
M1
M1
N1
N1
N1
N1
N1
N2
0
0
0
0
38
1
1
1
1
J
1
1
1
K
K
K
K
L
L
L
M1
M1
M1
M1
M1
M1
M1
M1
N1
N1
N1
N1
N1
N2
0
0
0
0
39
1
1
1
J
J
J
J
J
K
K
K
K
L
L
L
M1
M1
M1
M1
M1
M1
M1
M1
N1
N1
N1
N1
N1
N2
0
O
0
0
40
1
1
1
J
J
J
1
K
K
K
K
K
L
L
L
M1
M1
M1
M1
M1
Ml
M1
M2
N1
N1
N1
N1
N1
N2
0
0
0
0
41
1
J
J
J
J
1
1
K
K
K
K
L
L
L
L
M1
M1
M1
M1
M1
M1
M1
M2
N1
N1
N1
N1
N1
0
0
0
0
0
42
J
J
1
1
J
1
K
K
K
K
K
L
L
L
M1
M1
M1
M1
M1
M1
M1
M1
M2
N1
N1
N1
N1
N1
0
0
0
0
0
43
J
J
1
1
J
1
K
K
K
K
L
L
L
L
M1
M1
M1
M1
M1
M1
M1
M1
M2
N1
N1
N1
N1
N1
0
0
0
0
0
44
J
1
J
J
1
K
K
K
K
K
L
L
L
M1
M1
M1
M1
M1
M1
M1
M1
M1
M2
N1
N1
N1
N1
N1
O
0
0
0
0
45
J
J
J
J
K
K
K
K
K
K
L
L
L
M1
M1
M1
M1
M1
M1
M1
M1
M1
M2
N1
N1
N1
N1
N1
0
0
0
0
0
46
J
1
J
J
K
K
K
K
K
L
L
L
M1
M1
M1
M1
M1
M1
M1
M1
M1
M1
M2
N1
N1
N1
N1
N1
0
0
0
0
0
47
1
1
1
K
K
K
K
K
L
L
L
L
M1
M1
M1
M1
M1
M1
M1
M1
M1
M2
N1
N1
N1
N1
N1
N1
0
0
0
0
0
48
1
K
K
K
K
K
K
K
L
L
L
M1
M1
M1
M1
M1
M1
M1
M1
M1
M1
M2
N1
N1
N1
N1
N1
N1
0
O_-
0
0
0
49
K
K
K
K
K
K
K
L
L
L
M1
M1
M1
M1
M1
M1
M1
M1
M1
M1
M1
M2
N1
N1
N1
N1
N1
N2
0 0
0
0
n/a
50
K
K
K
K
K
K
L
L
L
L
M1
M1
MS
M1
M1
M1
M1
M1
M1
M1
MS
M2
N1
NS
N1
NS
N1
N2
0
O
�; 0
/a
51
K
K
K
K
K
L
L
L
L
M1
M1
M1
M1
M1
M1
M1
M1
M1
M1
M1
M2
M2
N1
N1
N1
N1
N1
N2
D
O
O
0
52
K
K
K
L
L
L
L
M1
M1
M1
M1
M1
M1
M1
M1
M1
M1
M1
M1
M1
M2
M2
N1
N1
N1
N1
N1
N2
,O
0
0
Q
Page 44 of 98
Build/n9 %:/✓/Son..
SOLID COVERS 4.0: 2.5" PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES
2.5"x6" Flat Panel (Single Snanl Mt122
Ground
Panel
Wind Speed and Exposure
Snow Load
Gauge
Exposure B Exposure C
s
n
110 115 120 130 140 150 160 170 110 115 120 130 140 150 160 170
10
0.020
13'4"
12'-11'
12'-T'
11'-11'
11'-2"
10'4"
T-11"
7'-5"
11'-11'
11'-5"
11'-0"
V-3"
T-7"
7'-1"
6'-8"
6-3"
LIVE
0.024
16-6"
15'-1"
14'-8"
13'-11'
13'-0"
12'-2"
11'-4"
10'-8"
13-11'
13'-5"
12'-10'
11'-10'
11'-0"
8'4"
T-9"
7'4"
16'-3"
0.032
17'-2"
16-10'
16-7"
16-0"
16.6"
15'_1"
14'..6"
13'_7'
16-9'
16_9"
15'5"
14'-11'
14'-0"
13'-0"
12,_2"
11--6--
1'5"0.040
17'-9"
0.040
18,5"
18,_1"
17'_9"
17'-2"
16'5"
165"
16-10
15'4"
17'4"
16-11'
16-8"
16-0"
164"
15'_1"
14'-7"
13'_9"
Steel
0.01
17.7,
17,_1"
16,-8"
155"
14'-3"
13'_3"
17.5"
11,5"
15.5"
14_9"
14'_1"
12'-11'
12,4"
11,4'
10'5"
8'-01•
20 0.020
10'-11'
10'-9"
10'5"
9'4"
8'-11"
8'-7"
T-11"
7'5"
9'4"
9-1"
8'-10"
8'-3"
T-7"
7'-1"
6-8"
6-3"
LIVE 0.024
12,_9"
12,5"
17.3"
12'_1"
1 V-8"
11'_3"
10'-11'
10'5"
12'_1„
11'-10'
11'_5'
11'_1"
10'-7"
8'4"
T-9"
T-4"
0.032
16.1"
14'-11'
14'_9"
14'_7'
14'3"
13'-11'
13,_7'
13'_1"
14'_7'
14,_5"
14,_1"
13,_9"
13'3"
12'_5'
12'_7'
1 V.6"
0.040
16'-3"
16'-0'
15'-10'
15'-7"
15'3"
14'-11'
14'5"
14'-3"'.
T_3'
15'-5"
15'-1"
14'-10'
14'-5"
14'-0"
13'5"
13'4"
1
Stee10.01
14'_7
14,4"
14'-0"
13'.9"113-4-117-11"
0.028
105„
12'_6'
11,5"
13'_5'
13_7'
13,_1"
12.9"
17-0"
11'_7'
10'5"
V-0"
25 0.020
10'-11'
10'-9"
10'5"
9'-3"
6-10"
8'4"
7'-11"
7'5"
9'4"
8'-11"
8'-10"
8'4"
7'-7"
T-1"
6'S"
6-3"
0.024
12'-9"
12'5"
12'-3"
11'-10'
11'5"
11'-1"
10'-9"
10'5"
11'-10'
11'-8"
11'-5"
10'-11'
10'-7"
8'4"
T-9"
7'4"
0.032
IVA"
14'-11'
14'_5'
14'_5'
14•_1"
13'_5'
13'_5"
13'_1"
14'_5,
14,_3„
14,_1"
13'_7,
13,_3"
12'4'
12'4'
11'5"
0.040
16-3"
16-0"
15'-10'
15'-5"
15'-1"
14'-10'
14'5"
14'-3"
15'-5"
15'-3"
16-1"
14'$"
14'-5"
14'-0"
13'5"
13'-3"
Steel 0.01
14'4„
14'4"
14'-0"
13'_7'
13'_1"
12,_5'
12'4"
11'-8"
13'_7'
13'4"
13,_1"
175"
12'-0"
11,_7,
10'_5'
8'-0"
30
0.020
55"
9'4"
9'-1"
8'-10"
8'S"
8'-2"
T-11"
T-5"
8'-10"
8'-7"
8'S"
V-1"
7'-7"
7.11"
6'-8
6'-3"
11'-0"
0.024
1
11'-10
11'-8"
11'-8"
11'-3"
10'-11'
10'-7"
9'-3"
8'-11"
11'-3"
11'-1"
10'-11'
10'5"
9'-1"
8'11"
7'-9"
7'4"
6'45
0.032
14'-5"
14'-3"
14'-3"
13'-11'
13'-T'
13'-3"
12'-11'
12'5"
13'-11'
13'-9"
13'-7"
13'-1"
12'-7"
12'3"
11'-10'
11'4"
7'„
0.040
16-5"
15'-3"
15'_3"
14'-11'
14'-8"
14'-5"
14'-1"
13'-9"
14'-11'
14'-10'
14'-8"
14'3"
13'-11'
13'-8"
13'4"
13--0-
Steel
0.01
13'-7"
IT -N'
13'4"
12'-11'
12'5"
12'-2"
11'-10'
11'-5"
12'-11'
12'-9"
12'5"
12'-0"
11'-7"
11'-2"
10'5"
6-0"
35.7 0.020
6-11"
8'-10"
8'-9"
8'-5"
8'-1"
T-10"
T-7"
T-5„8'-5"
9'-5"
8'4"
8'-1"
T-9"
75"
T-1"
6'-8"
6'_3"
0.024
11'3„
11'-1"
10'-11'
1OW"
9'S "
9'-2"
8'-11"
8'S"
10'_7,
5
10,"
9'4"
9,_11"
8'-9"
8'4"
7'-9"
74"
0.032
13'-11'
13,_5'
13'_7'
13'_3"
12'-11'
12'_7'
12'_3"
12'-0"
13,_3"
13'_1„
12'-11'
12'_5,
17.1"
1V-8"
11'4"
11'-0"
0.040
14-11'
14'-10'
14'5"
14,_5'
14,_1"
13'-11'
13'_8"
13'_5'
14'_5,
14,4•
14'_1„
13'_5,
13'_7'
13'3"
13,-0"
12'_5'
Steel 0.01 E
12-11'
12'-9"
12'5"
12'-2"
11'-10'
11'-7"
11'-4"
11'-1"
12'-2"
12'-0"
11'-10'
11'-5"
11'-2"
10'-10'
9'-4"
8'-0"
42
0.020
8'S"
8'-5"
8'4"
8'-0"
7'-9"
T-6"
T4"
T-2"
&-a'
7'-11"
T-9"
T-6"
7'-2"
6'-11"
6'S"
6'-3"
1
0.024
105"
105"
9'S"
9'-5"
9'-1"
8'-10"
8'-7"
8'4"
9'-5"
9'3„
9'-1"
8_9"
B'S"
8'4"
T-9"
T-4"
8'-11"
0.032
13'_1„
13'_1"
12'-11'
12'_7'
12'3"
12'-0"
11'5"
11,_5'
12'_7'
12'_5'
12'_3"
11,-10'
11,_7,
11'_3"
10'-11'
10.7'
10_3'
0.040
14,_3,
14,3"
14'_1"
13'-11'
1T-8"
13'5"
13'_3„
13'_1„
13'-11'
13'_5,
13'5"
13'4"
13'_2"
17-11'
175"
17.5'
Steel
0.01
12'-0"
12'-0"
11'-10'
11'-7"
11'4"
11'-1"
10'-10'
10'-7"
11'-7"
11'-5"
11--4--.101-111110--8
0'-0"
"
10'4"
9'-0"
8'-0"
50 0.020
8'-U
T-11"
T-10"
T-7"
7'-5"
7'-2"
T-0"
6'-10"
T-7"
7'S"
T-5"
T-2"
6'-11"
6-8"
6'-5"
6'-3"
0.024
9'-5"
9'3"
9'-2"
8'-11"
8'4"
8'-5"
8'-2"
8'-0"9-11"
8'4"
8'-10"
8'S"
8'4"
8'-1"
T-10"
T-6"
7'4"
0.032
12'-0"
12'-0"
12'-0"
11'-10'
11'-7"
11'4"
11'-1"
10'-11'
11'-10'
11'5"
111'-7"
11'-3"
11'-0"
1a -B"
9'5"
9'-2"
0.040
13'_5,
13.5,
13'_5'
13'4"
13'4'
13'4"
12'-10'
17.8"
13'4"
13'4"
13_2"
12'-11'
121_9"
12'5"
17.2'
11'_10,
Steel 0.01
11'-7"
11'-1"
11'-1"
10'-11'
1V-8"
10'5"
9'S"
9'-3"
10'-11'
10-10'
1U-8"
19-4"
54"
9'-0"
8'-9"
8--0--
'-0"60
600.020
T-6"
7'S"
T-5„
7'-2"
T-0"
6-10"
6'S"
6S"
7'-2"
7'-1"
7'-0"
6-9"
6'-7"
6'-5"
0'-0"
0'-0"
0.024
1
8-10"
8'-9"
&-B"
8'-5"
6-2"
8'-0"
71.10"
T-7"
8'-5"
83"
8'-2"
T-11"
T-8"
T-6"
0'-0"
0'-0"
0.032
11'-0"
I V -a'
11'-0"
11'-0"
10'-11'
10'5"
9'-9"
55"
11'-0"
1 V -a'
10-11'
10'-7"
10'-5"
9'4"
0'-0"
V-0"
0.040
12,_5'
12,_5.
12'_9"
12'_9"
1
12,5"
125"
12'_3'
12'4"
12.91-
12_5
12,-8"
1
12'5"
12.2'
11,-10'
11,_7'
11'3"
Steel 0.01
10.2,
10.2,
10'_2"
g'-9"
9'S"
9'4" 1
9'-0" 1
8'-9"
5-9"
9,-7" f
91S"
9'-2"
8'-11"
8'S"
U-0" I
V-0"
TABLE 4.13
9 6"x8" Flat Panel lftinnle Cnan1 M1191
Ground
Panel
Wind Speed and Exposure
Snow Load
Gauge
Exposure B Exposure C
s
in
110 115 120 130 140 150 160 170 110 115 120 130 140 150 160 170
10
0.022
11'4"
10'-11'
10'5"
T-10"
T-3"
6'-9"
6'4"
6'-0"
TAW
T-6"
T-2"
6'-7"
6'-1"
6-8"
5'4"
3'S"
LIVE
0.028
1
IV -9,
12-8"
12'_3"
11'4"
10'5"
8'-0"
T-5"
7'-0"
11'4"
10'-10'
10'4"
T-9"
T-2"
6-8"
6'-3"
5'-11"
16'-3"
0.035
14'-11'
14-61
14'_1"
13'4"
12'4"
11'5"
10,_5'
8'4"
13.3"
12'_8'
12,_2'
11,_2'
8'-5"
T-10"
7'4"
6-11"
17'-9"
0.040
16'_5•,
16-11'
165"
14'-8'
13'-7"
12'_7'
11'-10'
11'_1"
14,5"
14'4"
134"
12'4"
11,_6,
10'_7'
8'-1"
T-7"
20
0.022
V-8"
8'S"
93"
T-10"
T_3'
6-9"
64"
6-0"
T-10"
T5"
T-2"
6'-7"
6'_11"
51S"
64"
31S"
LIVE
0.028
101_8'
la -6'
9'5"
9-2"
8'-9"
8'-0"
T5"
7'-0"
5-2"
6-11"
8'$'
T-5,
T-2"
6S"
6'4"
5'-11'
9'-7"
0.035
12'4"
12'-1"
11'-10'
11'-7"
11'3"
10-10'
9'4"
8'-2"
11'-7"
11'5"
11'-0"
10'5"
8'-5"
T-10"
7'4"
6'-11"
11'-10'
0.040
13'-7"
IT -T-
13'4"
17-10112'-4"
11,,5"
12'-0"
11'-7"
11'-1"
12'-10
12'-7"
12'-2"
111'-10'
11'4"
10'-7"
8'-1"
T-7"
25
0.022
6-6"
8'4"
8'-3"
T-10"
T_3'
6'-9"
64"
6-9'
TAW
7'S"
T-2"
6'-7"
6'-1"
5'-8"
5'4"
3'S"
10'-11'
0.028
105„
105"
5-5"
9'-0"
8'-8"
8'-0"
7'-5"
7'-0"
9'-0"
8'-9"
V-6-
7_9"
7'-2"
6'-8"
6'-3"
6-11"
8'-5"
0.035
17-1„
12,_1"
11'-10'
11'_5'
1 V-6-
105"
9'3"
8'-2"
11,_5"
11'4,
11'4"
165"
8'-5"
T-10"
T-4"
6'-11'
5-9"
0.040
13.3„
13_3'
1 13'-0"
12'_7'
12,_2'
11'-10'
11'_5,
11,_1"
12'_7'
12'4"
12'_2,
11'-7"
11'4"
10'_7"
8'-1"
T-7"
30
0.022
8'-1"
8'4"
T-5'
T-7"
T-3"
6-9"
64"
6-0"
T-7"
7'4"
T-2"
6-7„
6-1"
6-8"
64"
V-6"
13'5"
0.028
54"
9-2"
8'-11"
&-8"
94"
8'-0"
7'-5"
T-0"
8'$"
8'-5"
8'3"
T-9"
7'4"
6S"
6-3"
6-11"
8'-2"
0.035
11'-5"
11'-3"
11'-3"
10'-10'
10'5"
9'-3"
V-11"
8'-2"
10'-10'
195"
10'5"
9-2"
8'-5"
T-10"
7'4"
V-11"
6'-10"
0.040
12'_7,
124"
174"
12'_0
11'-7"
11'4"
11'-0"
110'-7"
12'-0"
11'-1611
V -T'
111,_2,
1U-9"
105"
8'-1"
T -T'
35.7
0.022
T5"
T-7"
T-5"
7'-2"
6'-11"
6'S"
6'45
6'-0'
7'-2"
7'-1"
6'-11"
6'-7"
6'-1"
5'S"
5'4"
3'S'
0.040
0.028
9-9'
8'S"
8'-7"
8'-3"
7.11"
T-8"
7'„
T-0"
8'3"
8'-2"
T-11"
7'-7"
T-2"
6-8"
6'4"
6-11"
10'_5,
0.035
16-10'
10.8'
10,5"
9'S"
9'-2"
8'-10"
8'-7"
8'-2"
9'S"
94"
9-2"
8'-9"
6-6-
T-10"
T-4-
6-11"
8'-0"
0.040
12'-0'
11'-10'
11'-7"
11,4"
11'-0"
10.9"
9'S"
5-3"
11'4"
11'4.
11'4,
10'_7,
94"
9'-0"
8'-1"
9'-5"
42
0.022
T -V'
T-2"
7'-1"
6-10"
6'S"
6-5"
63"
6'-0"
6-10"
6-9"
6'S"
6-5"
6-7"
6-8"
5'4"
3'S"
11,5"
0.028
64"
8'-3"V-2"
104"
T-10"
T_7'
T-5"
T-2"
T-0"
T-10"
T-9"
T-7"
7'4"
T-1"
6-8"
6'-3"
5'-11"
13'4"
0.035
9'-7"
9-6"
54"
9'-1"
8'-9"
V-6'
8'3"
6-1"
9'-1"
8'-11"
8'9"
8'5"
V-2"
T-10"
7'4"
6'-11"
B'4"
0.040
11'_2•,
11,_2'
11'-0'
10.5'
10'5"
9'-5"
9'-2"
6-11"
101_5'
10.7'
10.5'
1 9'4"
9-0"
8'$"
8'4"
T -T'
50
0.022
6-10"
6-9"
6'S"
6'S"
6'4"
6-2"
6-0"
6-10"
6S"
6-5"
6'4"
6-1"
6-11"
5'-8"
64"
3'S"
T-9"
0.028
T-10"
T-9"
T-8"
7'S"
T-3"
7'-1"
6'-10"
6-8"
T-6"
T-6-
7'3"
T-0"6-9--
10'_7,
6'-7"
6'-3"
6-11"
10'-10'
0.035
7-1"
8'-11"
8'-10"
8'-7"
8'4"
8'-2"
7'-11"
7'-9"
8'-7"
8'S"
8'4"
8'-1"
7'-10"
7'-7"
7'-3"
6'-11"
12'-10'
0.040
10'3"
10_3'
9'-9"
9'S" 1
9'-3" 1
9'-0"
8'-9"
6S"
915"
9'-5"
9'3"
6-11"
8'-7"
8'-4"
8'-0"
T-
60
0.022
6'-6.
6'-5"
6'4"
6'-2"
6'-0"
5'-10"
5'S"
5'-6
6'-2"
6'-0'
6'-0"
6-10"
5'-7"
6-6
0'-0"
0'-0"
6-5"
0.028
T5"
T4"
T-3"
T-1"
6'-10"
6'S"
6'-7"
6'4"
T-1"
6'-11"
6'-10"
6'S"
6'-6'
6'-3"
0'-0"
0'-0"
7'-5"
0.035
8'S"
B'-5"
8'4"
V-2"
7'-11"
T-9"
T-7"
T4"
8'-2"
8'4"
T-11"
T-8"
T-5"
7'-3"
0'-0"
0'-0"
9'-3"
0.040
9'S"
9'4"
9,_3"
9-6-
8'-9„
8'4"
8'4"
8'-1"
9'-0"
8'-10"
8'-5'
8'S"
8'3"
8'-0"
0'-0"
0'-0'
TABLE 4.16
Four Seasons Building Products Carl Putnam, P. E.
5005 Veteran's Memorial Hwy 3441 Ivyllnk Place
Holbrook, NY 11741 Lynchburg, VA 24503
(631) 563.4000 carioutnam0comcast.net
Four Seasons ICC ESR 1953 (2015 IBC) 1/26/2017
12.5"x6" Flat Panel (Multisaanl MU22
Ground
2 5"x8"
Panel
Wind Speed and Exposure
Snow Load
Gauge
Exposure B Exposure C
(s
in
110 115 120 130 140 150 160 170 110 115 120 130 140 150 160 170
10 0.020
11'-4"
11'-0"
10'-8"
10'_2"
9'4"
9'-3"
8'-11"
8'-7"
10'_2"
9'-11"
9'S"
9'-1"
6-9"
8'-3"
T-11"
T-6"
LIVE 0.024
13'-3"
12'-10'
12'5"
11'-11'
11'4"
10'-10'
10'-5"
10'-1"
11'-11'
11'-7"
11'-4"
10'5"
10'-3"
9'-9"
9'3"
6-10"
0.032
16'-9"
16'-3"
15'-10'
16-1"
14-5"
13'-9"
13'-3"
12'-9"
151-1--114-4-
5.10'
14'-5"
13'5"
13'-0"
12'4"
11'-10'
11'4"
0.040
19_5"
18'_1„
17'-9"
77'-2"
16_8"
16'-3"
16-10'
15'4"
1T-7116-1
1'
116-6'
16'-0"
16_7'
14,4,
14'_1"
13,5"
Steel 0.01
14'-0"
13'-7"
13'_3"
12'_7'
17.1"
11,_7'
111_7'
10,_9"
12'_7"
174"
12'_1"
11'4"
10'-11'
10,_5,
8'5"
8'-1"
20 0.020
9'3"
5-1"
8'-11"
8'-9"
8'-5"
8'-2"
7'-11"
T.6"
8'-9"
8'-7"
8'3"
8,-0"
7'$'
7'4"
7'-1"
6'-10"
LIVE 0.024
10,040116'-3"16'-0"
10'-10'
10'5"
10' S"
10'-3"
9'-11"
9'-7"
9'-3"
8'-10"
10'3"
10'-1"
9'-9"
9'-5"
9'4"
8'-7"
8'3"
8'-0"
0.032
13.9,•
13'5"
13,3„
1T-91
17.7'
12'_2„
11'-10'
11'-4"
13'-0"
12,_9"
12'4"
12'-0'
11,,5"
11'-0"
10'_7'
10,_3"
10-8,
105"
I 10.1"
15'-1a
16-7"
15'-0"
14'5"
14'_1"
13'5„
15'-7"
15'_3"
14'_5'
14,4.
13'5"
13'_7,
17.8"
12'_3"Stee10.0111'-7"
6'-1"
6'-11"
11'-4"
11'-2"
10'-11'
10'-7"
9'-2"
8'-10"
8'-5"
10'-11'
10'-9"
1'V-5"
9-T
V-7"
8'-2"
T-10"
T.6"
25 0.020
9'-1"
9'-1"
8'-11"
8'-7"
8'-3"
B'-0'
T-9"
T-6-
V-7"
8'-5"
8'3"
T-11"
T$"
7'4"
T-1"
9'-2"
0.024
10.040116'-0"
10,5„
10,-8„
10_5"
10.1„
9'-9"
9'-5"
9'-1"
8'-10"
10'_1"
9'-11"
5-9"
93"
9-9'
8'-7"
8'3"
T-11'
0.032113-6"
9'-10"
13'5"
13'3"
12'9"
12'4"
12'4"
11'-7"
11'4"
12'-9"
12'-7"
12'4"
11'-10'
11'5"
11'-0"
10'-7"
10'-1"
6-7"
6'-5"
16'-0'
15'-10'
15-3"
14'_9"
414'"13'-11'13,5„
6'-6'
V-1"
16.3"
116-0"
14,_5'
14,_1"
13'5"
13'_7'
12'-8"
12'_1"
Steel 0.0111'4"
7'-9"
11,4„
11,_7,
10--9-.10--511
8.10"
9-0"
6-9"
94"
10'_5'
10'_7.
10'5"
9_11"
85"
8'-2"
T-9"
7'S"
30
6_71,
8'5"
815"
8'-2"
T-11"
7'S"
7'-5"
T-2"
8'-2"
8'-0"
T-11"
T5"
7'3"
7'-1"
6'-10"
6,5"
10.020
0.024
10,_1„
9'-11"
9'-11"
9'-7"
9'3"
9'-0"
8'-9"
B'-5"
5-7"
9'5"
9-T'
8'-10"
85"
8'-3"
8'-0"
7'S"
0.032
12,_5,
12,_7"
12'_7„
12'_7,
11'-10'
11'_5'
11'_7'
10'_5'
12,_7,
12'_0"
11'-10'
11'4"
10'-10'
10,_7„
10.3"
9'-9"
0.040
16-3"
15'-0"
15•-0„
14'5„
14'_1"
13'-8"
13'4"
12'-10'
14'5"
14,4"
14'_1"
13,5"
13-0"
175"
12'_3.,
11'_5'
Steel 0.01
10'_5,
10'_7,
19_7'
9'S"
9'-0"
8'-9"
8'-5"
8'4"
9'-5"
9'-2'
6_11"
8'-7"
8-3"
T-11"
T-7"
T-3"
35.7 0.020
V-2"
8'-0"
T-11"
7'-9
T-5"
T-137'-1"
9-5"
6'-10"
7'S"
T-6-
T-5"
T-2"
6'-11"
6'-5'
6'S"
6'3"
0.024
9'-7"
9'-5"
9'_3"
9,-0"
8'_9"
8'S"
6'-3"
8'-1"
9'-0"
8'-10"
8'-5'
8,-5"
8'-2"
7'-11"
7'-8
T -S'
0.032
17_7'12'-0"
4'S"
11'-10'
11,5"
11'_7'
10'-10'
10'_7"
104"
11,_5,
11,4„
11,_7'
10.5'
105„
IVA"
9'-9"
9'S"
0.040
14,5"
14'4"
14'_1„
13,5•,
13'4"
13'-0"
12'-8"
17.S"
13,5"
13'5"
13'4"
12'-10'
12'5"
1
17_1"
11'_5,
1115"
Steel 0.01
9-6"
9'-5"
9'3"
8'-11"
8'-7"
B'4"
8'-1"
TAX
8--ill-18--10-1
9-1"
8'-7"
8'-3"
T-11"
T-9-
7'4"
T-1"
42
T5"
T5"
T-5"
T3"
T-1"
6-10"
6'-9"
V-7"
7'-3"
T-2"
T-1"
6'-10"
6'$„
6'S„
6'-3"
6-1"
10.020
0.024
8'-10"
8'-10"
8'-9"
9-6"
8'-3"
8'-1"
7'-11"
T-9"
8'S"
8'-5"
8'-3"
8'-0"
TAU'
7'-7"
T4"
T-2"
0.032
11'4"
11,4"
11'-2"
10'-10'
10'_7,
10'-4"
10'-1"
9'-11"
10'-10'
10'-9"
10-7"
10-3"
10-0"
9'S"
9'-5"
9'-2"
0.040
13'5"
1315"
13'4„
13,-0"
12,_8'
12'_5'
12'_1 '
11'-10'
13'-0"
12'-10'
12,-8"
12,_3'
12'-0"
11,_7"
113"
11'-0"
Steel 0.01
9'-0"
8'-11"
V-10"
8'S"
8'3"
8'-0"
7'-9"
T-7"
8'4"
8'-5" 1
8'4"
T-11"
7'S"
T-5"
T-1"
6-10"
50 0.020
6-10"
6-10"
V-10"
6-10"
V-8"
6'4"
6'4"
V-3"
V-10"
6'-9"
6-8"
6-5"
&-T'
6'-1"
5'-11"
5'4"
0.024
8'-1"
8'-1"
8'-1"
8'-0"
T-10"
T-8"
7'S"
7'4"
8'-0"
T-11"
TAU'
T-7"
7'-5"
T-2"
T-9-
6-10"
0.032
10'4"
1014"
10'4"
10'3"
10'-0"
9'-9"
9'_7"
9'-5"
10'_3"
10'_1"
10'4"
9'S"
9'S"
9'-3"
9'-0"
8'-9"
0.040
12'-5"
12'5"
12'5"
12'3"
12'-0"
11'_9„
11'5"
11' ,"
12'_3"
12'_1"
12.0"
11 _7"
11'5„
111_1"
10'_9"
105"
Steel 0.01
V -V'
6-5"
8'4"
8'-1"
7'-10"
7'$„
T-5"
T-3"
6-1"
8'-0"
T-10"
T-7"
7'4"
T-1"
6'-10"
6'S"
60 10.020
6'3"
6'3"
6'-3"
6'3„
6'-3"
6'-1"
6'-0"
6-10"
6'-3"
6'-3"
6'-3"
6'-1"
6-11"
6-9'
5'-8"
5'-5"
0.024
T-5"
T -F-
7'-5"
T-5"7'4"
7'4"
T-2"
T-1"
6'-11"
T-6.
7,5"
7'4"
T-2"
7'-0"
6'-10"
6'S"
6'-5"
0.032
55"
9'S"
55"
9'S"
9'-5"
9' 3"
9'-1"
V-10"
9'S"
9'S"
9'5 "
9'-2"
-0
9'"
8'-9"
8'S"
8'-3"
0.040
11'_6'
11,5"
1V-5
11,_6.
11,_3"
11'_1"
10'-10'
10.7'
11'_5'
11'_5,
11'_3,
11'-0"
10'_9„
10'5„
10'3"
1
9'-11'
Stee10.01
8'-0"
T-11"
T-10"
T-8"
7'5"
T-3"
T-1"
6-10"
T-8" 1
7'S"
7'-V' 1
T-2"
T-0"
6'-9" 1
0'-0"
01-0--
' -0"
TABLE 4.14
2-5"x8" Flat Panel (Multisoanl Mt 191
Ground
Panel
Wind Speed and Exposure
Snow Load
Gaug
Exposure B Exposure C
(
in
110 115 120 130 140 150 160 170 110 115 120 130 140 150 160 170
10
0.022
9'-2"
8'-11"
8'S"
8'-2"
T-10"
T-6"
T-2"
6'-11"
8'-2"
8'-0"
T-10"
7'4"
T-1"
6'S"
6'-5"
6'-1"
LIVE
0.028
10'_9"
10-511
10'_2"
9'S"
9'-2"
8'-10"
8'S"
8'-2"
9'S"
9'-5"
9'-2"
8'-8"
814"
7'-11"
7'S"
7,-2"
16'-3"
0.035
12',6"
12'_1"
11'-10'
11,3"
105"
10.3"
5.10'
9'S"
11'_3"
10'-11'
10'-B„
10'_1"
9'-8"
9'-2"
8'-9"
8'-5"
12'-11'
0.040
13'5"
13'3"
12'-11'
174"
11'_5,
11,_3"
10'-10'
10'_6'
12'-4"
12.0"
11'_5'
11,_1"
10'5„
10.1"
91S"
9'-3"
20
0.022
T-6"
7'4"
T-2"
T-1"
6-10"
V-7"
6'5"
6'-1"
T-1"
6'-11"
6'S"
6'S"
6'4"
6-11"
6-9"
5'S"
LIVE
0.028
8'_10,
8'S"
8'S"
8'4"
8'4"
T-9"
7'S"
7'-2"
8'4"
8'-2"
T-11"
7'S"
T4"
T-0"
6'-9"
6'S"
9'-7"
0.035
103„
IVA"
9'-10"
9-8"
914"
9,_1"
8'-9"
8'-5"
91S"
91S"
9'-2"
8'-11"
8'S"
8'4"
7'-11"
7'-7"
11'-10'
0.040111
*-T'
11'-1"
10'-10111
V-8"
10.3'
9'-11"
9'-8"
913"
10-8,
105"
I 10.1"
5.10'
9-5"
9'-0"
8'S"
8'4"
25
0.022
7'4"
7'4"
T-2"
6-11"
6-8"
6'1„
6'-3"
6'-1"
6'-11"
6'-10"
6'S"
6'-5"
6'-2"
5'-11"
5'-5'
S'-5"
12'5"
0.028
8'4"
8'4"
8'4"
8'-2"
T-11"
T5"
7'S"
T-2"
8'-2"
8'-0"
T-11"
T5"
T4"
T-0"
6'-9"
6-5"
8'-1"
0.035
10.1"
IVA"
5-10"
55"
9'-2"
6-11"
8'S"
8'-5"
9'S"
9'4"
9'-2"
8'4-
9.6-
8'4"
T-11"
7'S„
10'4"
0.040
111_1"
111_1"
10'-10'
105"
101_1"
9'-10"
9'S"
9'3"
1 10'_6'
10.3
10'4"
9'-8"
9-5"
9'4"
1 8'4"
8'-3"
30
0.022
6-11"
6-10"
6'-10"
6-7"
6'-5"
6'-2"
6'-0"
5'-9"
6'-7"
6'S"
6'-6'
V-1"
6-10"
6-9"
5'S"
5'-3"
84"
0.028
8'-2"
8'-0'
6-9-
7'-9"
T-6-
7'4"
7'_1"
8.10"
7'-9"
7'S"
7'S"
T-2"
6-11"
6'4"
6-6-
6'3"
10-7"
0.035
55"
9'4"
9'4"
9-1"
8'-9"
8'S"
8'4"
8'-0"
9'-1"
8'-11"
8'-9"
8'-5"
8'-1"
7'-11"
T-7"
7'-3"
('
0.040
105"
10-3"
10'3"
9'-11"
9'-8"
9'-5"
9'-1"
8'-9"
9'-11"19'-1
01-
9'4"
9-3"
8'-11"
85"
8'-4"
8'-0"
35.7
0.022
6'-7"
9-6"
65"
6'-2"
6'-0"
5'-10"
69"
5'-7"
6'-2"
6-1"
6'-0"
6-9"
5'4-
5'-5"
4S"
4'S"
Stee10.018'
0.028
T-9"
7'-8"
7'S"
T4"
7'4"
6'-11"
6'-9"
6'-7"
7'4"
T-2"
T-1"
6'-10"
6'4"
6'-5"
6'4"
6'-0"
12,3„
0.035
5-1"
8'-11"
8'-9"
6-6-
8'4"
8'-1"
T-11"
T-8"
8'S"
8'5"
6-4-
8-0'
T-9"
7'4"
T-3"
T-1"
8'-0"
0.040
9'-11"
9'-10'
9'S"
9-5"
9'-1"
8'-11"
8'$'
8'S"
55"
9'3"
5-1"
8'-9"
8-7"
8'3"
8'-0"
T-9"
42
0.022
6-1"
6-1"
&-V"
6-10"
5'-9"
6-7"
65"
5'4"
6-10"
-9"
6-9..--1
7'-8"
5'-6
5'5"
5'3"
4'S"
4'4"
11'-7"
0.028
T-2"
7'-2"
T-1"
6'-11"
6'-9"
6'-7"
6'5"
6'4"
6'-11"
6'-10'
6'-9"
6'S"
6'4"
6-2"
6'-0"
5'-10'
6-5"
0.035
8'5"
8'-5"
8'4"
8'-1"
T-11"
T-8"
T-6-
T4"
8'-1"
8'-0"
7'-11"
7'-7"
7'-5"
7'4"
T -O"
6-10"
105"1
0.040
9'4"
9'4"
9-1"
8'-11"
8'-8"
8'S"
8'3"
B'-1"
8'-11"
8'-9"
8'S"
8'4"
8'-2"
T-11"
T -B"
7--&"-
' "50
500.022 6-7" 6-7" 5'-7" 5'S" 6-5" V-3" 4'9" 4'-7" S
5'" 6-5" 6-5" V-3"
4'S" 4'S"
4'-2"
0.028 6'-7" 6'-7" 6'-7" V-6:: 6'4" 6'3" 6'_11" 6'-0" 6'S" 6'-5" 6'4" V-2"
6'-0" ' 5'S"
7'
0.035 T-6' T-8` T-8 T -7 T-5" T-3" T-2" T-0" T-7" 7'4" T-5"
-10" "
6-6"
5
0.040 8'S" &-&' 8'S" 8'4" 1 8'-2" 8'-0" T-10" 7'-8" 8'4" 8'-3" 8' n
1191 7'4" 1
T-2--
-2"60
600.022 5'4" 5'-1" 5'4" 5'-1" 4'-9" 4'-7" 4.6" 4'4" 5'-1" 4'-9"
9-2"
0.028 6-V 6'-0" 6'-0" 6'-0" 6'-0" 5'-10" 5'9" 5'-7" 6'-0" 6'
•j' -V16
8'-1„
0.035 T-1" T-1" T-1" T-1" 7'-0" 6'-10" 6'9" 6'-7" T-1" 7' Cf0 „
"0.040
8'-9"
T_9„ T-9" T-9" T-5' T-8" T-7" T5" T-3" T-9" 7 T 5"
8'3"
• B` �
3'
7,_2"
JUL 1708
i
I� •
111,6"
kONAI. EN
Page 47 of 98
2.5'M2" Twin Vee Panel (Sinole Scan) MU26
Ground
Panel
Wind Speed and Exposure
Snow Load
Gauge
Exposure B Exposure C
s
in
110 115 120 130 140 150 160 170 110 115 120 130 140 150 160 170
10 0.02
11'-11'
11'0"
10'$"
10'_2"
9'S"
9'-3"
8'-11"
7'4"
10'_9"
105"
9'-0"
8'-2"
7'-7"
7'-1"
6'-7"
6'-3'
LIVE 0.027
13'-2"
12'-10'
12'5"
11'-11'
11'-4"
10'-10'
1015"
11'-0"
12'-3"
12'-1"
11'-10'
11'-5"
11'-1"
10'-7"
8'-1"
T-7"
0.04014'-11'
16'-3"
15'-10'
16-1"
14'-5"
13'-9"
13'-3"
12'5"
13'-11'
13'5"
13'5"
17-11'
12'-7"
12'-2"
11'-10'
11'5"
Steel 0.018'
13'5"
13' 3"
12'-11'
17-4„
11'_9"
11'_3"
19_10'
8'-5"
12'4"
12,-0"
11'_5,
11'_1„
19_7,
V-0"
7'S"
7'-1"
Steel 0.024'
15'-11'
15'5„
15_1„
14,-4"
13'_5'
13'_7,
12,_5'
12'4"
14'4"
14'_1"
13'_5'
12'-11'
125"
11'-11'
11'-4"
10'-9"
20 0.02
9,-2"
9'-1"
8,_11"
V-9"
8'-5"
8'4"
T-11"
T-2"
8'-5"
8'-2"
8'-0"
7'4"
T-wl
6-11"
6-7"
6'3"
LIVE 0.027
11,5"
1V-8"
19_5,
19_3"
5-11"
9'-7"
9'-3"
9'-11"
11'_1"
11'-0"
10'_5'
IV-&'
9'-0"
8'S"
8'-1"
T -T'
0.04
13'_1"
13,5"
13'_3"
13'-0"
12'_7,
12'_7'
11'-10'
11'5"
17.7'
12,5„
12,_2"
11'-11'
11'_7,
11'3"
11'-0"
10'_9"
Steel 0.018'
11'-3"
11'-1"
10'-10'
10'5"
9'-3"
8'-11"
8'-7"
8'-3"
10'5"
10'5"
9'-2"
8'-10,
8'-5"
8'-0"
7'S"
7'-1"
Steel 0.024'
13'-2"
12'-11
12'-9"
12'5"
12'-1"
11'5"
11'4"
10'-11'
12'5"
12'-3"
11'-11'
11'5"
11'-0'
10'-7"
9'-0"
8'S"
25 0.02
9'-0"
9-1"8'-11"
8'-11"
8'-7"
8'-3"
8'4"
T-9"
T-1"
B'4"
8'-1"
8'-0"
7'-7"
T -T-
6'-11"
6'-7"
6'-3"
0.02
11'-5"
1V_8"
10'-5"
10'-1"
9'-9"
9'-5"
9'-1"
9'-11"
11'-0"
10'-10'
10'4"
10'4"
8'-11"
8'S"
8'-1"
T-7"
0.04
12'-11'
13'5"
13,3„
12'4'
12'4"
17-0"
11'_7"
11'5"
12'5"
12'4„
2•,11"a
12'-2"11"
a
11,_7'
11'3"
11'-0"
10' 8"
Stee10.018'
11'-1"
11'-1"
10'-10
1V-6"
9'-2"
V-10"
8'S"
8'-2"
10'-6"
9'-3"
9'-2"
8'-5'
84"
8'-0"
T-6"
7'-1..
Steel 0.024'
12'-11'
12'-11
12'-9"
12'-3"
11'-11'
IV -6-
11'-2"
10'-11'
12'-3"
12'-1"
11'-11'
11'4"
1 T4
10-7"
8'-11"
8'-7"
30 0.02
V-7"
V -S'
V-5"
8-2"
T-11"
7'S"
T-5"
6'-10"
8'4"
T-9"
T-7"7-4"
7'S"T-3,-0"
7'-0"
6'-9"
('
6'-2"
0.02
11'-0'
9'-11"
9'-11"
9'-7"
9'-3"
9'-0"
6-9"
9'-5„
10'_7'
10,5„
10'4„
9'4"
8'-7"
8'3"
7'-11"
T -T'
0.0
12,5"
12'_7.
12,_7"
12,_7'
11'-10'
11,5"
11'_7'
11'_1"
12'_1"
111-111111
11'-10'
115"
11,_7,
11'-0'
IU -9--110--6"
Stee10.018'
10'5"
9'S"
9'-5"
9'-2"
8'-10"
8'S"
8'-3"
T-11"
9'-2"
8'-11"
8'-9"
B'-5"
8'-1"
7'-9"
T-5"
T-1"
Steel 0.024"
12,3„
17.1"
12,_1"
11,5"
11'4"
11'-0"
9'S"
9'-3"
11'5"
11'5"
11'4"
10'-11'
10'5"
9'-1"
8'-9"
8'4"
35.7 0.020
8'-1"
8'-0"
T-10"
7'-7"
7'4"
T-1"
6'-10"
6-8"
7'-7"
T-6-
7'4"
T-0"
6'-9"
6'S"
6'-2„
6'-0"
0.027
10'_7"
10'5"
10'4"
9'4"
9'-0"
8'-&'
8'-5"
8'-2"
914"
9'-2"
9'4"
8'-7"
8'4"
6'-0"
7'-8"
7'-5"
0.04
12'-1"
11'-11'
11'-10'
11'-7"
11'5"
11'-2"
11'-0"
10'-10'
11'-7"
11'5"
11'-5"
IVA"
10'-11'
10'-8"
S
9'"
9'-2"
Stee10.018'
9'-3"
9'-2"
9'-1"
8'-9"
6-5"
8'-2"
7'-11"
T -B"
8'-9"
8'-7"
8'5"
8'-1"
T-9"
7'S"
T-2"
6'-11"
Stee10.024'
11,5"
11,,6"
11,4"
1V -V
10.9"
105"1
9'-3"
9'-0"
11--0110--111-
10',6"
10'4'
9-6"
9-1"
8'-5'
8'-5"
8'-2"
42 0.02
71S"
T-7"
7'4"
T-3"
T-0"
6'-9"
6-7"
6-5"
7'4"
T-2"
7'-0"
6-9"
6'S"
6'-3"
6-0"
5'-10"
0.027
9'5"
9'4„
9-2"
8'-11"
8'-7"
8'4"
8'-1„
T-11"
8'-11"
8'-9"
8'-7"
8'3"
8'-0"
7'S"
7'5"
7,_2"
0.04
1V-6"
111,6"
11'5"
11'_2"
11'-0"
10'-10'
10'-8"
10.5"
11'_2,
11'_1"
11'-0"
10_5'
10.7"
105"
9'-2"
8'-11"
Steel 0.018'
8.10'
8'-9"
S'-7"
8'4"
8'-1"
7'-10"
T-7"
7'5"
8'4"
8'3"
8'-1"
T-9"
7'S"
7'4-
6'-11"
6'-9"
Steel 0.024'
10'-11'
10'41'
10'-9"
10'5"
9-6"
9'-2"
8'-11"
8'4"
10'5"
9'S"
91S"
9'-1"
8'-9"
8'4"
8'4"
7'-11"
50 0.02
T-3"
6-10'
6-10"
6-10"
6'$"
6'46"
6'4"
6-2"
6'-10"
6-9"
6'S"
6'-5"
6'-2"
6-0"
5'-10"
5'S"
0.027
B'-11"
8'-7"
8'-1"
8'-0"
T-10"
7'S"
7'S"
T-7"
V-5"
8'4"
8'-2"
T-11"
7'S"
T-5"
7'-2"
6'-11"
0.04
10-10'
10' 4"
10'4"
10'_3"
10'-0"
9'-9"
9'-7"
10'_2"
10'_9„
10'5"
10'-7"
10'_5"
9'S"
9'-2"
8'-10"
8'S"
Stee10.018'
8'4"
8'3"
8'-2"
T-11"
T-8"
7'S"
7'4"
T-1"
T-11"
T-10"
7'S„
7'-5"
T-2"
6'-11"
6-8"
6'S"
Ste8 0.024'
9'-9"
9-8"
9'-7"
9'-3"
9'-0"
8'-9"
8'-7"
B'4"
9'-3"
9'-2"
9'-0"
8'-9"
8-5"
8'-2"
T-11"
T-8"
60 0.02178-4"
6'-9"
6'-3"
6'-3"
V-3"
6'-3"
6'-1"
6'-0"
5'-10"
6'S"
6'4"
6'4"
6'-1"
6-11"
S-9"
0'-0"
0-
0.02
1
T-5"
T5"
T-5"
7'4"
T-2"
T-1"
7'-2"8'-0
T-10"
7'-10"7'-9"
7'-9"
7'S"
7'-3"
7'-1"
0'-0"0'-0'
6'-10"
0.0410'_3"
10.2'
9'S"
9'S"
55"
9'5"
9'3"
9'-1"
8'-11"
9'-11"
9'-9"
9'S"
9'4"
9'-1"
8'-10"
0'-0"
0'-0"Steel
0.018T-10"
T -O"
7'-5'
7'S"T-6-
6-8"
7'4"
T-1"'"6'-9"
6'-2"
6'-0"
7'S"
7'4"
7'4"
T-1"
6'-10
6-8"
0'-0"U-0"Stee10.02
Steel 0.024'
S-2"
9'-1"
9'-0"
8'-9"
8'-7"
8'4"
8'-2"
T-11"
8'-9"
8'S"
8'-7"
8'4"
8'-1"
T-10"
0'
0'-0'
TABLE 4.15
2-5"x12" Twin Vee Panel Wtittisnanl MI 19A
Ground
Panel
wind Speed and Exposure
Snow Load
Gauge
Exposure B Exposure C
s
in
110 115 120 130 140 150 160 170 110 115 120 130 140 150 160 170
10 0.020
11'-5"
11'-1"
10'5"
10'-2"
9'S„
9'-3"
8'-11"
8'-7"
10"'-11"
9'S"
9'-1"
8-9"
8'-3"
T-11"
7'-5"
LIVE 0.027
13'-2"
12'-11'
12'-8"
12'-3"
11'-10'
1V-6'
11'-0'
10'-7"
12::23::1912
'-1"
11'-10'
11'-2"
10'-9"
10'-3"
9'-9"
9'-3"
0.04014'-71'
14'5"
14'4"
13'-11'
13'5"
13'-1"
12-9"
12'5"
13'-11'
13'5"
13'5"
12'-11'
12'-7"
12'-2"
11'-1a
1115"
Steel 0.018'
12'-7"
12'3"
11'-11'
11'4"
10'-9"
8'-11"
8'-7"
8'-2"
11'-4"
11'-0"
10'-9"
V-10"
8'4"
T-11"
T-5"
T-1"
Steel 0.024'
15'-5"
15'-0"
14'5"
13'-11'
13'4"
12'4"
12'4"
11'-11'
13'-11'
13'-7"
13'4"
12'5"
12'-1"
11'5"
11'4"
1V-6"
20 0.020
93"
9'-1"
8'-11"
8'-9"
8'-5"
8'-2"
T-11"
7'S"
8'-9"
8'-7"
8'-3"
8'-0"
7'S"
7'4"
7'-0"
6'4"
LIVE 0.02
11'5"
11'_2,
11'-0"
10.5'
10'_5"
10'_1"
9'-9"
9'4"
10.5'
10.7'
10'3"
9'-11"
9'S"
9'_11"
8'-9"
8'-6'
0.04
13'_1"
12'-11'
12,_5,
12'_7,
12'-4"
12'_1"
11'-10'
1V-6"
12'_7,
12'5„
12'_2'
11'-11'
11,_7,
11'_3'
11'-0"
10.9"
Steel 0.018'
9'-7"
9'-5
9'-1"
8'-10"
8'5"
8'-1"
7'-9"
T-5"
8'-10"
8'-7"
8'4"
8-0"
T-7"
7'-2"
V-11"
6'-7"
Steel 0.024'
12'_9"
1 12'5"
12,4"
12,_11"
11'5„
11,4"
11'_0'
105"
12'_1"
11'-11'
11,5„
111'_7'
105"
5_11"
8,5"
8'4"
25 0.02
9'-1"
9'-1"
8'-11"
8'-7"
8'3"
8'-0"
T-9"
T-6"
8'-7"
8'-5"
8'-3"
T-11"
7'$"
7'4"
T -V-
6-8"
0.027
1
11'_2'
111,_2'
1V -a'
10.7'
10'3"
9'-11"
9'-7"
9'4"
10.7"
10.5'
10'3"
5-9"
9'S"
9'-1"
8'-9"
8'4"
0.040112'-11'117-11'
12'-5'
12'5"
12'-2"
11'-11'
11'-8"
11'5"
12'5"
12'4"
12'-2"
11'-1a11'-7"
11'-3"
11'-0"
101-8'
Steel 0.018"
9'-5"
9'3"
9'-1"
8'S"
8'4"
8'-0"
7'S"
7'4"
6-8"
8'5"
8'4"
T-11"
7 5"
7'-2"
6'-110'
6'S'
Steel 0.024"
12'5"
12'5"
12'4"
11'-11'
11'5"
11'-2"
10'-10'
10'5"
11'-11'
1 V-8"
11'5"
11'-0"
10'5"
9'-1"
8'-7"
8-4-
30 0.020
8'-7"
95"
8-5"
8'-2"
T-11"
7'S"
7'5"
T-2"
8'-2"
8'-0"
T-11"
7'S"T-3,-0"
"
6'-9"
6--6.'
0.027
10'_7"
105"
101_6,
110_7"
9'-9"
9'S"
9'-3"
8'-10"
10.1"
9'-11"
9'-9"
9'4"
V_
87'-9"
8'-5"
8'-1"
0,040
12,5"
124"
12'-,V.12'-1"
11'-10'
11,_7"
11'_5'
11'_1"
17.1"
11'-11'
11'-10'
1V-6"
11'_2"
11'-0"
10.9•'
110.5"
Steel 0.018"
8'-11"
8'-10"
8'-7"
8'4"
8'-0"
T5"
7'5"
T-1"
8'4"
8'-1"
T-11"
7'-7"
7'-3"
6'-11"
6-8-
64"
Stee10.024'
11'-11'
I V-81
IV -8"
11'4"
11'-0"
10'5„
9'4"
8'-11"
11'4"
11'_2.
11'-0"
1105"
9'-2"
8'-9"
8'-5"
81_11"
35.7 0.02
8'-2"
8,-0"
T-11"
7'S"
T-6-
T-3"
T-0"
V-10"
7'-8"
7'S"
7'5"
7'-2"
6-11"
6-8"
6S"
6'4"
0.027
10.1"
9'-11"
5-9"
9-61
913"
9'-0"
8'-9"
8'-7"
9'S"
9'4"
9'3"
8'-10"
8'4"
8'4"
8'-1"
T-10'
0.04
17-1"
11'-11'
71'-10'
11'-7"
1 V-5"
11'-2"
11'-0"
10'-10'
11'-7"
11'5"
11'-5"
11'-1"
10-11'
10'-B"
10'-6"
10'-2"
Steel 0.018'
8'-5"
8'4"
8'-2"
T-11"
T-7"
7'4"
7'4"
6'-11"
T-11"
7'4"
T-7"
T-3"
V-11"
6'S"
6-5"
6'-2"
Steel 0.024'
11'4"
11'-2"
11'-0"
10 8"
10.5'
9'3"
6-11"
V-8"
10.8'
10',6"
10'5"
9'-2"
8'-9"
81S"
8'4.
T-10"
42 0.02
T-6-
7'S"
7'S"
7'3"
T -o'
6'-70"
6'S"
6'-7"
7'3"T-2--
T -V-
6'-9"
6'-7"
6'-5"
6'-2"
6'-0"
0.02
1
9'4"
9
9-3„
9'_
V-9"
8'-7"
8'4"
8'-2"
9'4"
8'-10"
8'4"
e'5"
8'4-
6-0"
7'-9"
T -T'
0040
1V-6"
11,5"
11,5"
11,4'
11'-0"
10'-10'
105"
105"
11'_2'
11,_1"
11'-0"
101_9"
10_7'
70_5'
70.1"
9.-10111
Steel 0.018'
8'-0"
T-11"
T-9"
7'S"
7'3"
T -W
V-10"
6'S"
7'S"
T-5"
7'-3"
6'-11"
6-8"
I
6'S"
6'-2"
6'-0"
Steel 0.024'
10'5"
105"
10.5"
V-5
9'-2"
V-10"
8'-7"
8'-5"
9'-5"
9'4"
9'-2"
8'-9"
8'S"
8'
7"
50 0.02
6-10"
6-10"
6-10"
6'-9"
6-7"
6-6"
6'4"
6'-2"
V-9"
6'S"
6'-7"
V-5"
6'-3"
A"
6-11"
5-
0.027
1
8-7"
8'-7"
8'-7"
8'-5"
8'-3"
8'-1"
7'-11"
T-9"
8'-5"
8'4"
83"
8'-0"
7'-1
T-7"
r7 �59
,7'3"
0.04
10'-10'
10'-10'
10'-10'
10.91•
10.7'
105"
10'4"
10'_1"
10.5'
10'5"
10.7'
10.5"1
2"
9-11"
91-6.
91_5•'
Ste 10.018'
T5"
T-5"
7-4"
7'-7"
6'-11"
6'S"
6-6"
64"
T-1"
T-0"
6'-11"
6'4"
5"
0`4'-
6-11"
6-9"
Steel 0.024'
9'-5"
9'4"
5-3"
8'-11"
8'S"
8'4"
8'-3"
V-1"
8'-11"
V-10"
8'S"
8.5"
1"
T-10"
->G
"
60 0.020
V-3"
6'3"
6'3"
6'-3"
6'-2"
6'-1"
6'-0"
5'-10"
V-3"
6'-3"
6'-2"
'"
6-0
5'
6-9"
5'-7"
-61w-
0.027
1
T-10"
T-10"
7'-10"
T-10"
T-9"
T-7"
7'S"
T-3"
T-10"
7'-10"
7'-9"
7'-7"
7'
7� j1
7'-t"
6'-10"
0.04
10.2'
10.2'
10_2'
10.2,
101_1"
9'-11"
9'-9"
9'S"
10.2"
10'_2.
10•_1"
9'-10"
9'S
9'S"
9�2w
p
Steel 0.018'
T -O"
6'-11"
6'-11"
6-8"
6-6"
6'4"
6'-2"
6'-0"
6-8"
6'-7"
6-6"
V-3"
6'-1"
a-0"
Steel 0.024'
8.10,
8'-9"
85"
8'S"
B'3"
8'-1"
T-10"
T-7"
8.5"
8'4"
8'-3"
8'-0"
7'-9"
7'S"
0'-0'
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SECTION 5.0 POST SPACING, POST TYPE AND FOOTING SIZE FOR SOLID COVERS
Ground Snow Load: 30 psf Live Load: 20 Dsf Roof Desien Load 33 vsf Wind Speed: 115 MPH EXPOSURE C or 130 MPH EXPOSURE B Seismic SS= 150% Seismic Desien Cateeciry D
Firpp tandinJa nr Attarharl
Header
On Slab
0.042"x3"x8"
Table 5.2
Detail
On Slab
MU76
trib
3-
9'6"
7'-11"
Min
Post
T e
C
B
Constrained
Uplift Footing (in)
Footing Max Post Length
in B' 12' 15'
20 26 29 30
crib
3.5'
6'-2"
72"
Min
Post
a
C
B
Constrained
Uplift Footing (in)
Footing Max Port Length
In 8' 12' 15'
20 25 28 29
trib
4'
7'-1"
6'6"
Min
Post
a
C
B
Constrained
Uplift Footing (in)
Footing Max Post Length
In 8' 12' 15'
20 25 27 29
trib
4.5'
6'4"
6'-1"
Min
Post
T e
C
C
i tooting
Constrained
Uplift Footing (in)
Footing Max Post Length
in 8' 12' 15'
21 24 27 28
trib
S'
5'-8"
5'-7"
Min
Post
Time
C
C
cubic
Uplift
Footing
in
21
tooting
Constrained
Footing (in)
Max Post Length
8' 12'
24 26 28
trib
S.5'
5'-2"
5'-3"
Min
Post
T e
C
C
¢ cu Doting
Constrained
Uplift Footing (In)
Footing Max Post Length
In 8' 12' 15'
21 23 26 27
trib
6'
4'4"
4'-11"
Min
Post
T
C
C
cubic footing "d"
Constrained
Uplift Footing (in)
Footing Max Post Length
i 8' 12' S'
21 23 25 27
trib
6.5'
4'4"
4'-7"
Min
Pon
T e
A
C
--
cubic footing "d"
Constrained
Uplift Footing (in)
Footing Max Post Length
in 8' 12' 35'
21 23 26 27
trib
T
4'-1"
4'4"
Min
Post
T e
C
C
cubic footing "d"
Constrained
Uplift Footing (in)
Footing Max Post Length
8' 12' 15'
21 24 26 28
trib
7.5'
3'4"
4'-2"
Min
Post
a
C
C
cubic footing "d"
Constrained
Uplift Footing (in)
Footing Max Post Length
in 8' 12' 15'
22 24 27 28
trib
8'
3'-6"
T-11"
Min
Post
Type
C
C
cubic footing "d"
Constrained
Uplift Footing (in)
Footing Max Post Length
in 8' 12' 15'
22 24 27 29
Double 3"x8"
MUll3
12'-0"
C
23
29
32
34
11'-0"
D
23
28
31
33
30'-2"
D
24
27
30
32
9'6"
D
24
27
30
32
8'-11"
D
24
27
29 31
8'-5"
D
25
26 29
31
7'-11"
D
25
26
29
30
T-6"
D
25
25 28
30
7'-2"
D
25
25
28
29
6'-10"
D
25
25
28
29
6'-7"
D
26
25
27
29
Double 2"x6.5"
MU313
10'-9"
C
22
27
29
31
9'-10"
C
22
26
29
30
9'-3"
D
23
25
28
30
8'-7"
D
23
25
28
29
8'-1"
D
24
25
27 29
T-8"
D
24
24 27
29
7'-3"
D
24
24
27
28
6'-I3"
D
24
24 26
28
6'-7"
D
25
24
26
28
6'4"
D
25
24
27
28
6'-1"
D
25
24
27
29
16 G Steel C
MU78
33'$"
D
24
30
33
35
12'•2"
D
24
29
32
34
10'•9"
D
24
28
31
33
9'$"
D
24
27
30
32
SW'
D
24
26
29 31
7'-10"
D
24
26 29
30
7'•2"
D
24
25
28
30
6'•8"
D
24
25 27
29
6'-2"
D
24
24
27
28
5'-9"
D
24
24
27
28
5'-5"
D
24
24
27
29
14 G Steel C
12 G Steel C
Double 16 G Steel C
MU78
MU76
MU114
16'6"
23'6"
25'-7"
D
E
E
25
28
29
31
34
35
34
38
38
36
40
41
14'$"
21'4"
24'-3"
D
E
G
25
29
30
30
33
34
33
37
38
35
39
40
13'-5'
19'-7"
22'-11"
D
E
G
26
29
31
29
32
34
33
36
37
35
38
40
12'-5"
18'-4"
21'-8"
D
F
H
26
30
31
29
32
33
32
35
37
34
37
39
11'-6"
17'-1"
20'-5"
D
G
H
26
30
32
28
31
33
31 33
35 37
36 38
10'-8"
16'-0"
19'4"
D
G
H
27
30
32
28 31
31 34
32 36
33
36
38
9'-9"
15'-1"
18'-5"
D
G
H
27
31
33
27
30
32
30
34
35
32
36
37
9'-0"
14'-4"
17'-7"
D
G
1
27
31
33
27 29
30 33
32 35
31 8'4"
35 13'-7"
37 16'-10"
D
H
1
27
31
34
26
30
31
29
33
35
31
35
37
7'•10"
13'•1"
16'-3"
D
H
1
27
32
34
26
29
31
28
32
34
30
34
36
7'4"
12'6"
15'-8"
D
N
1
27
32
34
25
29
31
28
32
34
30
34
36
Double 14 G Steel C
Double 12 G Steel C
Steel Lockseam
MU114
MU114
MU89
27'-3"
31'-0"
8'-0"
E
G
B
30
31
20
35
36
20
39
40
22
41 25'-11"
43 29'-5"
24 7'-3"
G
H
B
31
32
20
35
36
20
39
40
22
41
42
23
24'-9"
28'-2"
6'$"
H
H
C
32
33
20
34
36
20
38
39
23
40
42
24
23'-10"
27'-1"
6'-3"
H
I
C
33
34
21
34
35
21
38
39
23
40
41
25
23'-0"
26'-2"
5W.
1
1
C
33
35
21
34
35
22
37 40
39 41
24 25
22'-0"
25'4"
5'-5"
1
J
C
34
35
21
33 37
35 38
22 25
39
41
26
21'-0"
24'-7"
5'-1"
1
J
C
34
36
21
33
34
23
37
38
25
39
40
27
20'-2"
24'-0"
4'-10"
1
J
C
35
37
22
33 36
34 38
23 26
38
40
27
19'4"
23'-5"
4'-7"
1
1
C
35
37
22
32
34
24
36
38
26
38
40
28
18'-9"
22'-10"
4'-5"
1
J
C
36
38
22
32
34
24
36
37
27
38
40
28
18'-1"
2Z'-5"
4'-2"
J
1
C
36
39
22
32
34
24
35
37
27
37
39
29
0.120"x3x3 Alum
0.120"x4x4 Alum
DBL Steel lockseam
MU96
MU50
MU120
9'1,
12'-2"
12'-2"
C
D
D
21
23
23
21
24
22
23
27
25
24
28
26
8'-7"
11'-7"
13'•7"
C
D
D
21
24
24
20
24
22
23
26
24
24
28
26
8'-3"
31'-1"
31'-1"
C
D
D
22
24
24
20
23
22
23
26
24
24
28
26
7'-11"
30'-8"
30'-8"
C
D
D
23
25
25
21
23
22
23
26
24
25
27
25
7'-8"
10'-3"
10'-2"
D
D
D
23
25
25
22
23
22
24 25
26 27
24 25
7'-5"
10'-0"
9'-8"
D
D
D
24
26
26
22 25
23 25
22 25
26
27
26
7'-2"
9'$"
9'-3"
D
D
D
24
27
26
23
23
23
25
25
25
27
27
27
7'1"
9'-5"
8'-11"
D
D
D
24
27
26
23 26
23 I6
23 26
27
27
27
6'-10"
9'-2"
8'-7"
D
E
D
25
27
27
24
24
24
26
26
26
28
28
28
6'-8"
9'-O"
8'4"
D
E
E
25
28
27
24
24
24
27
27
27
28
28
28
6'6"
8'-10"
"..
D
E
E
26
28
27
24
24
24
27
27
27
29
29
29
DBL 0.120"x3x3 Alum
DBL 0.120"x4x4 Alum
Samson Beam
3.5"x3" 1 beam
4"x3" 1 beam
MU120
MU120
MU99
MU65
MU56
31'-5"
15'4"
3Y-1"
9'-9"
11'-0"
C
D
C
C
C
22
25
23
21
22
22
25
26
22
23
24
28
29
24
26
26 10'-10"
30 14'•7"
31 11'-0"
26 9'-3"
28 10'-5"
D
D
D
C
D
23
25
23
22
23
22
25
26
22
23
24
28
28
24
26
25
30
30
25
27
10'4"
14'-0"
10'-1"
8'-10"
10'-0"
D
D
D
C
D
24
26
24
23
23
21
25
25
21
23
24
28
28
24
25
25
29
30
25
27
30'-0"
13'-5"
9'6"
8'-6"
9'-3"
D
D
D
D
D
24
27
24
23
24
21
25
25
21
22
24
27
27
14
25
25
29
29
25
26
9'-7"
13'0
8'-10"
8'-3"
8'-7"
D
E
D
D
D
25
28
24
24
24
22
24
24
22
22
24 25
27 29
27 29
24 25
24 26
9'4"
12'-7"
8'4"
8'-0"
8'-0"
D
E
D
D
D
25
28
24
24
24
22 25
24 27
24 27
22 25
22 25
26 9'-1"
28 12'-3"
28 7'-10"
26 7'-9"
26 7'-5"
D
E
D
D
D
26
29
25
25
24
23
24
24
23
23
25
27
26
25
25
27
28
28
27
27
8'-10"
11'-11"
7'-5"
7'-7"
7'-0"
D
E
0
D
D
26
29
25
25
24
23 26
24 26
23 26
23 26
23 26
27
28
27
27
27
8'-7"
11'-T'
7'-1"
7'4"
6'-7"
D
E
D25
D
D
27
30
25
25
24
24
24
24
24
26
26
26
26
26
28
28
26
28
28
8'1"
11'4"
6'-9"
7'•1"
6'-3"
E
G
D
D
D
27
30
25
26
25
24
24
24
24
24
27
27
27
27
27
28
28
28
28
28
8'-3"
11'4"
6'6"
6'-9"
5'•11"
E
G
D
D
D
28
31
26
26
25
24
24
24
24
24
27
27
27
27
27
29
29
29
29
29
5"x3" 1 beam
5"x4.11" I beam
7"x4" I beam
7"6.86" 1 beam
10"x5.86" I beam
MU57
MU65
MU58
MU63
MU62
13'-4"
14'•7"
19'-3"
2014"
31'-1"
D
D
D
D
G
23
24
26
27
31
26
27
31
32
39
29
30
35
35
43
31 12'$"
31 13'-10"
37 18'-3"
37 19'-2"
45 29'6"
0
D
E
E
H
24
25
27
28
32
26
26
31
31
38
29
29
34
35
42
30
31
36
37
45
12'-1"
13'-3"
17'6"
17'4"
28'•3"
D
D
E
E
1
25
26
28
28
33
25
26
30
30
38
28
29
34
34
42
30
31
36
36
44
11'4"
32'-9"
16'-10"
16'-0"
27'-2"
D
D
E
E
I
25
26
29
28
34
25
26
30
30
37
28
29
33
33
41
29
30
35
35
44
30'-6"
12'-3"
16'-3"
14'-8"
26'•3"
D
E
E
E
I
26
27
30
29
35
25
26
30
29
37
27 29
28 30
33 35
32 34
41 43
9'-9"
11'-9"
1514"
13'-7"
25'-5"
D
E
G
E
J
26
27
30
29
36
24 27
25 28
30 33
29 32
37 41
28
30
35
34
43
9'-1"
11'-0"
15'-1"
12'-8"
24'$"
D
E
G
E
J
26
28
31
29
36
24
25
29
28
36
26
28
33
31
40
28
29
34
33
43
8'-7"
10'4"
14'-3"
11'-10"
23'-9"
D
E
G
E
1
26
28
31
29
37
23 26
24 27
29 32
28 31
36 40
27
29
34
32
42
8'-1"
9'-10"
13'6"
11'-2"
22'6"
D
E
H
E
J
2624
28
31
29
37
24
29
27
36
26
27
32
30
39
28
28
33
32
42
7'-9"
9'4"
12'41"
10'•7"
21'•6"
D
E
H
E
J
26
28
31
29
37
24
24
28
27
35
27
27
31
3031
39
28
28
33
41
7'4"
8'-11"
12'4"
10'-0"
20'6"
D
E
H
E
1
27
28
32
29
37
24
24
28
26
35
27
27
31
29
38
29
29
33
31
41
7"x5.5" I beam
MU59
19'41"
D
27
31
35
37 18'-11"
E
28
31
34
36
18'-1"
E
29
31
34
36
17'-5"
E
29
30
34
36
16'-10"
G
30
30
33 35
16'-4"
G
31
30 33
35
15'6"
G
31
30
33
35
14'-7"
H
31
29 32
34 13'-10"
H
31
29
32
34
13'-3"
H32
E
28
31
33
12'-8"
H
32
28
31
33
10"x5.5" I beam
5" RF Fascia
MU60
MU16
27'-7"
6'•3"
F
A
30
18
37
21
41
24
44
25
26'-7"
5'-7"
G
A
31
18
37
21
41
23
43
25
25'•8"
S'-0"
H
A
32
19
37
20
41
23
43
24
24'-11"
4'-8"
H
A
33
19
36
21
40
23
43
25
24'4"
4'-3"
I
A
34
19
36
22
40 42
24 25
23'-8"
4'-0"
1
A
35
19
36 40
22 25
42
26
23'-0"
3'$"
1
A
35
19
36
23
40
25
42
27
22'4"
3'-6"
1
A
36
19
35 39
23 26
42
27
11'•2"
T.3"8
1
36
39
35
24
39
26
41
28
20'4"
3'•1"
J
B
37
20
35
24
38
27
41
28
19'4"
2'-11"
1
B
37
20
34
24
38
27
40
29
6.5" RF Fascia
6" Extruded Fascia
MU15
MU31
6'$"
9'-9"
A
C
19
21
23
25
26
28
27
30
6'-0"
8'•9"
A
C
19
21
23
25
25
27
27
29
5'4"
7'•11"
A
C
19
22
22
24
25
27
26
28
4'-11"
7'4"
A
C
19
22
22
23
24
26
25
28
4'-6"
6'-9"
A
C
19
22
22
23
24 25
26 27
4'-2"
6'4"
B
C
20
22
22 25
23 25
26
27
T-11"
5'41"
8
C
20
22
23
23
25
25
27
27
T-8"
5'4"
B
C
20
23
23 26
23 26
27
27
T-5"
5'-2"
B
D
20
23
24
24
26
26
28
28
3'-3"
4'•11"
B
D
20
23
24
24
27
27
28
28
3'-1"
4'$"
B
D
20
23
24
24
27
27
29
19
Samson Fascia
5" and 5.5" Ext Fascia
4S" Ex Alum Fascia
6" RF Fascia
5" Magnum Gutter
6" Magnum Gutter
6"Smooth Gutter
MU20
ML107
MU32
MU29
MU36
MU37
MU38
10'-2"
7'-5"
6'6"
3'-11"
7'-9"
12'-5"
9'-11"
C
A
A
A
B
D
C
21
19
18
16
20
23
21
25
23
22
20
23
27
25
28
26
24
22
25
30
28
29
27
26
24
27
31
30
9'-3"
6'-8"
5'-10"
3'-5"
6'-9"
11'4"
9'd"
C
B
A
A
B
D
C
22
20
19
16
20
23
22
24
22
21
20
22
26
25
27
25
23
22
24
29
28
29
26
25
23
26
31
29
8'•5"
6'-0"
5'•3"
3'-0"
6'-0"
106"
8'-8"
C
B
A
A
B
D
C
22
20
19
16
20
24
22
24
22
21
20
21
26
24
27
24
23
23
24
29
27
28
26
24
24
25
30
29
T-21"
5'-7"
4'•11"
2'-9"
5'-5"
9'-10"
8'-2"
C
B
A
A
B
D
D
23
20
19
16
20
24
23
23
21
21
21
21
25
24
26
24
23
23
23
28
27
28
25
25
25
25
30
28
7'4"
5'-2"
4'6"
2'6"
4'-11"
9'-3"
T-8"
D
B
A
A
B
0
D
23
20
19
16
20
25
23
23
22
22
22
22
25
24
26 27
24 25
24 25
24 25
24 25
28 29
26 28
6'-10"
4'•9"
4'-2"
2'-3"
4'6"
F-9"
T-3"
D
B
B
A
B
D
D
23
20
19
16
20
25
23
23 25
22 25
22 25
22 25
22 25
25 27
23 26
27
26
26
26
26
29
27
6'-5"
4'-5"
3'•11"
2'•1"
4'-2"
8'-3"
6'-13"
D
C
B
A
B
D
D
23
20
20
16
ZO
25
24
23
23
23
23
23
24
23
25
25
2S
25
25
27
26
27
27
27
27
27
26
27
6'-1"
4'-2"
T-8"
1'-11"
3'-10"
7'-10"
6'•7"
D
C
B
A
B
D
D
23
21
20
16
20
25
24
23 26
23 26
23 26
23 26
23 26
24 26
23 26
27
27
27
27
27
28
27
5'-9"
3'-11"
3'6"
1'-9"
3'-7"
7'6"
6'-3"
D
C
B
A
8
D
D
24
21
20
16
20
26
24
24
24
24
24
24
24
24
26
26
26
26
26
26
2,
28
28
28
28
28
28
28
5'-6"
T-9"
T-3"
1'-8"
3'-4"
T-2"
6'-O"
D
C
B
A
B
D
D
24
23
20
16
20
26
24
24
24
24
24
24
24
24
27
27
27
27
27
27
27
28
28
28
28
28
28
28
5'-3"
3'6"
3'-3"
1'-7"
3'-2"
6'-11"
5'-9"
D
C
B
A
B
D
D
24
21
ZO
16
20
26
25
24
24
24
24
24
24
24
27
27
27
27
27
27
27
29
29
29
29
29
29
29
Header
On Slab
...,,. �.�
Detail
On Slab
nn.
8.5'
3'4"
,xn„
Pon
T e
C
..Pon
Footing
in
resting pn, rn.
Max Pon Length
8' 2' 15'
3'-2"
nun epnrs
Post Footing
Type in
C
rueung pnl
Max Pon Length
8' 12' 15'
mo
9.5'
3'1"
min upi-
Post Footing
T e in
C
rooting {in)
Max Pon Length
8' 12' 15'
tno
10'
T-10"
min upon
Post Footing
T e in
C
rooting kin)
Max Post Length
8' 12' 15
tno
0.5'
2'-8"
min
Post
T e
C
Uplitt
Footing
in
Footing (In)
Max Post Length
2'
trib
11'
2'-7"
Min
Pon
T e
C
Uplift
Footing
in
Footing (in)
Max Pon Length
8' 12' 15'
trib
11.5'
2-1"
Min
Pon
TV..
C
Uplift
Footing
ri
Footing (in)
M. Pon Length
8' 12' 15'
trib
2'
2'4"
Min
Pon
T e
C
Uplift
Footing
in
Footing (in)
Max Pon Length
8' 12' 35'
trib
12.5'
21"
Min
Post
T e
C
Uplift
Footing
in
Footing (in)
Mex Post Length
8' 12' 15'
trill,
13'
2'-2"
Min
Post
T e
C
Uplift Footing (in)
Footing Max Pon Length
in 8' 12' 15'
0.042"x3"x8"
M076
T-9"
C
22
25 28 29 3'-7"
C
22
25
28
30
3W'
C
25
26 28
30
T 3"
C
22
26
29
30
3'-1"
C
26
26 29
31
T-0"
C
22
27
29
31
2'-10"
C
22
27 30
31
2'-9"
C
22
27 30
32
2'$"
C
22
27
30
32
2'-7"
C
22
28 31
32
Double 3'x8"
MU113
6'4"
D
26
25 28 29 6'-1"
D
26
25
28
30
5'-30"
D
30
26 28
30
5'-7"
D
26
26
29
30
5'-5"
D
31
26 29
31
5'-3"
D
26
27
29
31
5'-1"
D
27
27 30
31
4'-11"
D
27
27 30
32
4'-9"
D
27
27
30
32
4'-7"
D
27
28 31
32
Double 2"x6.5"
MU313
5'•10"
D
25
25 28 29 5'$"
D
25
25
28
30
5'-5"
D
30
26 28
30
5'-3"
D
26
26
29
30
5'-1"
D
30
26 29
31
4'-11"
D
26
27
29
31
4'-10"
D
26
27 30
31
4'•8"
D
26
27 30
32
4'6"
D
26
27
30
32
4'•5"
0
26
28 31
32
16 G Steel C
MU78
SV'
D
24
25 28 29 4'-10"
D
24
25
28
30
4'6"
D
28
26 28
30
4'4"
D
24
26
29
30
4'-1"
D
28
26 29
31
T-11"
D
24
27
29
31
3'-9"
D
24
27 30
31
3'-7"
D
24
27 30
32
3'-5"
D
24
27
30
32
3'4"
D
24
26 31
-
14 G Steel C
MU78
6'32
-11"
D
27
25 28 29 6'6"
D
27
25
28
30
6'-2"
D
31
26 28
30
5'-10"
D
27
26
29
30
5'-7"
D
31
26 29
31
5'4"
D
27
27
29
31
5'-1"
D
27
27 30
31
4'-10"
D
27
27 30
32
4'-B"
D
27
27
30
32
4'-6"
D
27
28 31
32
12 G Steel C
MU78
11'-31"
H
32
29 32 34 31'6"
H
32
28
31
33
11'•1"
H
38
28 31
33
10'-8"
H
33
28
31
33
10'4"
H
38
28 31
32
10'-0"
H
33
27
30
32
9'$"
H
33
27 30
32
9'4"
H
33
27 30
32
9'4"
1
33
27
30
32
8'-10"
1
33
28 31
32
Double 16 G Steel C
MU114
15'-1"
1
35
30 34 36 14'-7"
1
35
30
33
35
14'-1"
1
41
30 33
35
13'-8"
1
35
30
33
35
13'4"
1
41
29 33
34
12'-11"
1
36
29
32
34
12'-7"
J
36
29 32
34
12'-3"
J
36
29 32
34 11'-11"
1
36
29
3Z
34
11'-8"
J
36
28 31
33
Double 14 G Steel C
MU114
17'-6"
J
36
31 35 37 16'-11'
1
37
31
35
37
36'-5"
J
43
31 34
36
16'•0"
1
37
31
34
36
15'-7"
1
44
31 34
36
15'-2"
J
38
30
34
36
14'-30"
J
38
30 33
35
14'6"
J
36
30 33
35
14'-2"
1
36
30
33
35
13'-30"
1
39
30 33
35
Double 12 G Steel C
MU114
21'-11"
J
39
33 37 39 21'-3"
1
39
33
37
39
20'4"
1
46
33 36
39
20'-2"
1
40
33
36
38
19'•8"
1
47
32 36
38
19'-3"
K
41
32
36
38
18'-9"
K
41
32 36
38
18'-4"
K
41
32 35
37
18'-0"
K
42
32
35
37
17'•8"
K
42
32 35
37
Steel Lockseam
MU89
4'-0"
C
22
25 28 29 3'-30"
C
22
25
28
30
3'-B"
C
26
26 28
30
3'•7"
C
23
26
29
30
3'-5"
D
26
26 29
31
3'4"
D
23
27
29
31
3'-2"
D
23
27 30
31
3'-1"
D
23
27 30
32
3'-0"
D
23
27
30
32
2'-11"
D
23
28 31
32
0.120"x3x3 Alum
MU96
6'-5"
D
26
25 28 29 6'-3"
D
26
25
28
30
6'-2"
D
31
26 28
30
6'-1"
D
27
26
29
30
5'-11"
E
32
26 29
31
5'-10"
E
27
27
29
31
5'-9"
E
28
27 30
31
5'-8"
E
28
27 30
32
5'-7"
E
28
27
30
32
5'-6"
E
28
28 31
32
0.120"x4x4 Alum
MU50
8'1"
E
29
25 28 29 8'6"
E
29
25
28
30
8'-3"
E
34
26 28
30
8'-0"
E
30
26
29
30
7'-10"
F
35
26 29
31
T.7"
F
30
27
29
31
T-5"
G
30
27 30
31
7'-3"G
30
27 30
32
7'-1"
G
30
27
30
32
6' -SS"
G
31
28 31
32
OR Steel Lockseam
MU120
7'-9"
E
28
25 28 29 7'-7"
E
28
25
28
30
7'4"
E
33
26 28
30
7'-2"
E
28
26
29
30
T-0"
E
33
26 29
31
6'-10"
E
29
27
29
31
6'$"
E
29
27 30
31
6'-6"
E
29
27 30
32
6'-5"
E
30
27
30
32
6'-3"
F
30
28 31
32
DBL 0.120"x3x3 Alum
MU120
8'•1"
E
28
25 28 29 T-11"
E
28
25
28
30
7'4"
E
33
26 28
30
T-8"
E
29
26
29
30
7'-6"
E
34
26 29
31
7'-5"
E
30
27
29
31
7'-3"
G
30
27 30
31
T-2"
G
30
27 30
32
7'-1"
G
31
27
30
32
7'•0"
G
31
26 31
32
DBL 0.120"x4x4 Alum
Samson Beam
MU120
MU99
10'-11"
6'-3"
G
D
31
26
25 28 29 10'-8"
25 28 29 6'-0"
H
D
31
26
25
25
28
28
30
30
10'-6"
5'-9'
H
D
37
30
26 28
26 2830
30
10'4"
5'-7"
H
D
32
26
26
26
29
29
30
30
10'•2"
5'4"
H
D
38
31
26 29
26 29
31
31
10'-0"
5'•2"
H
D
33
26
27
27
29
29
31
31
9'•10"
5'-0"
1
D
33
26
27 30
27 30
31
31
9'•8"
4'-10"
133
D
27
27 30
27 30
32
32
9'•7"
4'4"
I
D
34
27
27
27
30
30
32
32
9'-5"
4'•7"
I
D
34
27
28 33
28 31
32
32
35"x3" I beam
MU65
6'6"
D
26
25 28 29 6'-2"
D
26
25
28
30
6'-0"
0
31
26 28
30
5'-9"
D
26
26
29
30
5'-7"
D
31
26 29
31
5'4"
D
27
27
29
31
5'-2"
D
27
27 30
31
5'•0"
D
27
2730
32
4'•10"
D
27
27
30
32
4'4"
E
27
28 31
32
4"x3" I beam
MU56
5'-8"
D
25
25 28 29 5'-5"
D
25
25
28
30
5'-2"
D
29
26 28
30
4'-11"
D
25
26
29
30
4'-9"
D
29
26 29
31
4'-7"
D
25
27
29
31
4'-5"
D
25
27 30
31
4'-3"
D
25
27 30
32
4'-1"
D
25
27
30
32
3'•11"
D
26
28 31
32
5"x3" I beam
MU57
7'1"
D
27
25 28 29 6'-8"
D
27
25
28
30
6'4"
D
31
26 28
30
6'-1"
D
27
26
29
30
5'•10"
E
31
26 29
31
5'-8"
E
27
27
29
31
5'-5"
E
27
27 30
31
5'-3"
E
27
27 30
32
5'-0"
E
27
27
30
32
4'41"
E
27
28 31
32
5"x4.11" I beam
MU65
8'6"
E
29
25 28 29 8'-1"
E
29
25
28
30
7'-9"
E
29
26 28
30
7'6"
E
29
26
29
30
7'-2"
E
29
26 29
31
6'-11"
E
29
27
29
31
6'•8"
E
29
27 30
31
6'•5"
E
29
27 30
32
6'-2"
E
29
27
30
32
6'-0"
E
29
28 31
32
7'x4" I beam
MU56
11'-9"
H
32
28 31 32 11'-3"
H
32
27
30
32
30'-10"
H
32
27 30
32
10'6"
H
32
27
30
31
10'-1"
H
32
26 29
31
9'•9"
H
32
27
29
31
9'-5"
H
33
27 30
31
9'-1"
H
33
27 30
32
8'-9"
H
33
27
30
32
8'-6"
H
33
28 31
32
7"x5.86" I beam
MU63
9'6"
E
30
26 29 31 9'-0"
E
30
26
29
30
8'-7"
E
30
26 28
30
8'-3"
F
30
26
29
30
7'-11"
F
30
26 29
31
7'-7"
F
30
27
29
31
7'-3"
F
30
27 30
31
T -Y'
G
30
27 30
32
6'-9"
G
30
27
30
32
6'-6"
G
30
28 31
32
10"x5.86" I beam
MU62
19'-7"
1
38
34 38 40 18'-9"
1
38
34
38
40
18'-0"
J
38
34 37
39
17'4"
1
38
33
37
39
16'-8"
1
38
33 37
39
16'-1"
1
38
33
36
38
15'6"
J
39
32 36
38
15'-0"
J
39
32 36
38
14'-6"
1
39
32
35
37
14'-1"
1
39
32 35
37
7"x5.5" 1 beam
MU59
12'•1"
H
32
28 31 33 11'6"
H
32
27
30
32
11'-1"
H
32
27 30
32
10'-8"
H
32
27
30
32
10'-3"
H
33
27 29
31
9'-11"
H
33
27
29
31
9'-7"
H
33
27 30
31
9'-3"
H
33
27 30
32
8'-31"
H
33
27
30
32
8'-8"
1
33
28 31
32
10'x5.5" I beam
MU60
18'-6"
J
37
34 37 40 17'-9"
1
37
33
37
39
17'-1"
J
37
33 37
39
16'-6"
1
38
33
36
39
15'-11"
1
38
33 36
38
15'4"
1
38
32
36
38 14'-10"
1
38
32 35
37
14'4"
J
38
32 35
37 13'-31"
1
38
31
35
37
13'•6"
1
38
31 35
37
5" RF Fascia
MU16
2'-9"
B
20
25 28 29 2'$"
B
20
25
28
30
2'6"
B
20
26 28
30
2'-5"
B
20
26
29
30
2'4"
B
20
26 29
31
2'-3"
B
20
27
29
31
2'-2"
B
20
27 30
31
2'-1"
B
20
27 30
32
T -O"
B
20
27
30
32
1'-11"
B
20
28 31
32
6.5" RF Fascia
MU15
2'-31"
B
20
25 28 29 2'-9"
B
20
25
28
30
2'-7"
B
20
26 28
30
2'-6"
B
20
26
29
30
2'-5"
B
20
26 29
31
2-3"
B
20
27
29
31
2'-2"
B
20
27 30
31
2'-1"
B
20
27 30
32
2'-0"
B
20
27
30
32
1'-11"
B
20
28 31
32
6" Extruded Fascia
MU31
4'-5"
D
23
25 28 29 4'-3"
D
23
25
28
30
4'-1"
D
23
26 28
30
T-11"
D
23
26
29
30
3'-9"
D
23
26 29
31
3'-7"
D
23
27
29
31
3'-5"
D
23
27 30
31
3'4"
D
23
27 30
32
T-2"
D
23
27
30
32
T-1"
D
24
28 31
32
Samson Fascia
MU20
5'-0"
D
24
25 28 29 4'-30"
D
24
25
28
30
4'-7"
D
24
26 28
30
4'-5"
D
24
26
29
30
4'-3"
D
24
26 29
31
4V'
D
24
27
29
31
4'-0"
D
25
27 30
31
T-10"
D
25
27 30
32
3'$"
D
25
27
30
32
3'-7"
D
25
28 31
32
5" and 55" Ext Fascia
MU07
3'4"
C
21
25 28 29 3'-2"
C
21
25
28
30
T-0"
C
21
26 28
30
2'-11"
C
21
26
29
30
2'-9"
C
21
26 29
33
2'-8"
C
21
27
29
31
2'-7"
C
21
27 30
31
2'-6"
C
21
27 30
32
2'6"
C
21
27
30
32
2'-4"
C
21
28 31
32
4.5" Ex Alum Fascia
MU32
2'-11"
B
20
25 28 29 2'-9"
B
20
25
28
30
2'-8"
B
20
26 28
30
2'-6"
B
20
26
29
30
2'-5"
B
20
26 29
31
2'-4"
B
20
27
29
31
2'-3"
8
20
27 30
31
2'-2"
B
20
27 30
32
2'-1"
B
20
27
30
32
2'-0"
B
20
28 31
32
6" RF Fascia
MU29
1'6"
A
16
25 28 29 1'-5"
A
16
25
28
30
1'4"
A
16
26 28
30
1'-3"
A
16
26
29
30
1'-2"
A
16
26 29
31
i'-2"
A
16
27
29
31
1'-1"
A
16
27 30
31
1'-0"
A
16
27 30
32
1'4Y"
A
16
27
30
32
1'-0"
A
36
28 31
32
5"Magnum Gutter
MU36
3'-0"
B
20
25 28 29 2'-30"
B
20
25
28
30
2'-8"
B
20
26 28
30
2'6"
B
20
26
29
30
2'-5"
8
20
26 29
31
2'4"
B
20
27
29
31
2'-2"
B
20
27 30
31
2'-1"
B
20
27 30
32
2'-0"
B
20
27
30
32
1'-11"
B
20
28 31
32
6" Magnum Gutter
MU37
6'$"
D
26
25 28 29 6'-5"
D
26
25
28
30
6'-2"
D
27
26 28
30
6'-0"
D
27
26
29
30
5'-9"
D
27
26 29
31
5'-7"
E
27
27
29
31
5'-5"
E
27
27 30
31
5'-3"
E
27
27 30
32
5'-2"
E
27
27
30
32
5'-0"
E
28
28 31
32
6" Smooth Gutter
MU38
5'-7"
D
25
25 28 29 5'4"
D
25
25
28
30
5'-2"
D
25
26 28
30
5'-0"
D
25
26
29
30
4' -SO"
D
25
26 29
31
4'-9"
D
26
27
29
31
4'-7"
D
26
27 30
31
4'-5"
D
26
27 30
32
4'4"
D
26
27
30
32
4'-3"
D
26
28 31
Four Seasons Building Products
$005 Veteran's Memorial Hwy
Holbrook, NY 11741
(531) 553-4000
Carl Putnam, P. E.
3441 Ivylink Place
Lynchburg, VA 24503
(434) 384-2514
carloutnamil1comcast ri
�6TO0
Four Seasons ICC ESR 1953 (2015 IBC) 1/26/2017 Page 76 of 98 JUL
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Four Seasons ICC ESR 1953 (2015 IBC) 1/26/2017 Page 97 of 98
City of Wheat Ridge
*tvDevelo #We
Memorandum
TO: Accounting Department
FROM: Melissa Mackey, Building Division ��ka
SUBJECT: Refund for Permit
DATE: November 13th, 2015
Reason: Contractor mailed in request to have permit #201501443 for 8205 W.
32nd Ave. because the contract was cancelled.
Please refund: Contractors License$ (
Total: $20514
TO: Roof Worx LLC
12301 Grant St., Suite #13#
Thornton, CO 80241
IN
ffd-A:I"ffMff- a 2 . a
Roof Worxirequesting ermi #201501443 be cancelled and would like ogee
you <given refund of 80% and «°*
anymore.Please feel free <*«=2 if you have any further questions.
Thank ,0
Mist! Cordova
*y«2« Assistant
303-353-1825
123*1 N.Grant St. Ste 120
Thornton, C .$04
201501443 CDA011,872 09/16/15 PRM Permit Fee 11.2.72-
201501443 CDA03.1872 09/16/15 USE Use Tax 92.52 -
TOTAL 205 24-
GL Posting Summary
01-101 BPS PERMIT PAYMENTS 205:24- 0.00
01W-500-02-505 BPS PERMIT PAYMENTS 0,00 92.52
01-510-00-516 BPS PERMIT PAYMENTS 0,00 112,72
TOTAL 205.24- 205..24
Sm16, 2015 10:40AM Roof Works, LL
is ►
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1
Building • Application
8205 W. 32nd
Ave. ►.1
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Page 1 of 2
Travis Crane
From: Dave Brossman
Sent: Friday, June 10, 2005 2:32 PM
To: 'Judy Ciddio'
Cc: Tim Paranto; Steve Nguyen; Travis Crane
Subject: RE: Property located at 8205 W. 32nd Avenue
6/10/2005
Dear Ms. Ciddio,
Thank you for the update regazding the curb chase constructed during the Exempla Lutheran 32"d deceleration
lane project.
Please allow me to give you a brief synopsis of my response to this issue:
Immediately after Travis Crane, Planner notified me of your initial phone call to him on April 12th regarding the
chase not functioning properly; I contacted the Engineer-of-Record, Mr. Dan DeLange, P.E., (the designing
engineer hired by Exempla) and stated to him that the chase was incorrectly constructed.
Mr. DeLange stated he would have Exempla cdrrect the problem during the Exempla Hospice project, to which I
replied was an unacceptabie solution and that the issue needed to be resolved as soon as possible due to this being
spring and the potential for runoff being high.
On May 10th, after not receiving any further communication from Mr. DeLange, I called him on the telephone to
find out the timeframe for the work to be done. Mr. DeLange stated he thought it should have already begun, and
phoned Steve Hogsett, Construction Coordinator, Exempla. Mr. DeLange called me back to state the work would
be completed sometime around the 3ra or 4th week of May.
I drove past the site on May 27th and spoke to an Exempla worker who stated that he was directed to conect the
problem, and that he was having trouble removing the grate because it wasn't correcdy constructed. Due to the
fact the man was working to remove the existing chase, I assumed the corrective work had commenced.
After receiving your e-mail, I drove out to the site this afternoon (Friday June 10th) in response to your e-mail,
and the workers from Qualiry Paving hired to perform the work had placed sandbags in the gutter and were
covering the newly poured curb chase with plastic to protect it from the rain. As soon as the concrete sets up and
able to accept runoff from the street they should open it up for use. The workers stated they gave the new chase 3°
of fall to the north, so the new chase should work per the original approved plans.
So I apologize this issue wasn't resolved eazlier, but I do want you to know that I have been staying on top of
things in an effort to resolve it as quickly as possible.
Unfortunately these things just take a bit of time due to coordination between all of the entities involved.
Sincerely,
Dave Brossman, Development Review Engineer
CC: Tim Paranto, Dirutor of Public Works
Steve Nguyen, Engineering Division Manager
Travis Crane, Planner
File
6/20/2005
Page 2 of 2
From: )udy Ciddio [mailto:CiddioJ@csbattorneys.com]
Sent: Friday, June 10, 2005 11:25 AM
To: Dave Brossman
Cc: Travis Crane
Subject: Property located at 8205 W. 32nd Avenue
Dear Mr. Brossman:
I believe you and Mr. Travis Crane examined the curb chase located just west of our property, 8205 W. 32nd
Avenue, on or about April 12, 2005. At that time Mr. Crane advised me that you would be examining the
construction of the plans for the curb chase.
I just wanted to update you that during this Iast week of rain showers, the curb drain continues to not work
properiy. On top of the drain not working properly, whom ever cuts the grass/weeds for the new property that is to
be the Hospice, leaves the cuttings on the sidewaik and gutter. Therefore, this last week when we received many
rain showers the grass cuttings and weeds that were left on the sidewaik and gutter came gushing into our front
yard, along with the overflow of water. My husband picked up the last batch of grass and weeds, simply because
it makes our yard look ugly. However, we decided to leave the grass and weeds cuttings from yesterday's and
this morning's rain shower, in case you would like to drive by and see them for yourself. Also our little ditch if full
of water and mud, due to the overflow that continues to flow into our yard when it rains.
I do want to mention that there were a few men looking at the curb chase a few weeks ago, but I do not believe
they did anything other than look. I could be entirely wrong!
I want to thank you for reading this e-mail and hopefuliy something wilUcan be done about the curb chase, as this
is realiy getting old. Othenvise, if nothing can or will be done, we will be left with no other alternative than to start
writing letters to our Council Members, Mayor of Wheat Ridge, Exempla Hospital President, the media and
anyone else that we can think of that may be of help. i do not want you to take this last sentence as a threat to
you personally, or anyone else for that matter, iYs just that this is getting old and we have tried hard to build up
and maintain our yard for the last 10-years. As far as I am concerned, all these probiems started with the Hospice
project and things just keep getting worse for us!
Thank you again.
Sincerely,
Judy M. Ciddio
6/20/2005
7500 West 29th Avenue
Wheat Ridge, Colorado 80033
303.235.2846 Fax:303.235.2857
The City of
Wheat Rldge
1 November 2004
Laurence and Judy Ciddio
8205 West 32°d Avenue
Wheat Ridge, Colorado 80033
RE: Planning Commission Hearing/21 October 2004
Dear Mr. and Mrs. Ciddio:
I would like to respond to your concerns voiced at the October 21s` Planning Commission hearing
regarding the Exempla Hospice rezoning. You made mention of three specific situations that have
impacted your property. These situations were as follows: a relocated power pole ]ocated on the
north side of W. 32°d Avenue that impacted an on-street parking azea, an unclean bus stop located at
the aforementioned power pole, and a drainage problem that occurred as a result of the construction
of the deceleration lane. A site visit was performed on 26 October 2004 that offered some insight
into these situations.
The power pole was relocated by Xcel Energy as a resuit of the deceleration lane construction. The
pole was moved approximately one foot to the south. Prior to the relocation, the pole was located in
the City right-of-way approximately three feet from your southern property line. The pole was
relocated an additional foot from your southern property line. The concern voiced the night of the
public hearing was that a parking area was rendered useless as a result of the power pole relocation.
Unfortunately, the City of Wheat Ridge has no control over where Xcel Energy locates power
poles. These poles aze traditionally located within City right-of-way.
During the October 261 inspection, the bus stop was examined for overall cleanliness. On this day,
the bus stop appeared to be in a state of relative cleanliness. This stop is regulated by RTD. Please
feel free to monitor the condition of the bus stop, and if a problem persists in the future, contact the
Wheat Ridge Code Enforcement Division.
The third and final concern was that after construction of the deceleration lane on W. 32°d Avenue,
a drainage problem has arisen in the southwest corner of your property. I reviewed the approved
civil plans for the deceleration lane with the City Development Review Engineer, David Brossman.
The approved plans show a curb chase located approximately twenty five feet from your western
property line. This chase functions as a release point for all drainage that travels eastbound in the
gutter. The site inspection confirmed the location of the chase. Mr. Brossman stated that he would
like to visit your property and examine the drainage patterns. Unfortunately, he must wait until a
significant amount of precipitation falls. He has advised me that at the time of the next
precipitation, he will visit the site and inspect the functionality of the curb, gutter and chase. I will
keep you apprised of his discovery.
I do appreciate you bringing these items to my attention, and will work diligently to provide you
with as much informaUOn as I can. If a solution can be provided by the City of Wheat Ridge, please
be assured that I will pursue a solution to the best of my ability. If a situation arises as a result of
another entity, I will direct you to the appropriate entity. ff you have any further questions, please
feel free to contact me either by phone or email. I can be reached at either 303.235.2849 or
tcrane @ci.wheatridge.co.us.
Sincerely,
~
Travis R. Crane
Planner
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