HomeMy WebLinkAboutSFADD2025-003166RECEIVED: V8/18/2025
ISSUANCE; ATE ISSUANCE;
1 Y t6.J
, 1414 WYCLIFF STREET
a
12x20 ATTACHED PERGOLA ING PERMIT APPLICATION
PERMIT :
s,. ...... µ�... Nam, , > ,6„M.M,. ......... .....
JOB ADDRESS:
1414 Vqcliff St. Grapevine
LOT: 43 BLOCK: 1 SUBDIVISION: Lakewood Acres Addn
BUILDING CONTRACTOR (company name): Equinox Louvered Roof
CURRENT AIL G ADDRESS: „1702 MintersChapel Rd. Ste 14,
CITY/STATE/ZIP:raevine,, T., 76051. .._...... P : # 1-995-917 Fax
OWNER:PROPERTY Steve Felton
CURRENT MAILING ADDRESS: .1414 Wycliff St_
CITY/STATE/ZIP: Grapevine, TX, 761 PHONE NUMBER: 1- -39
VALUE:PROJECT 10,000 FIRE S IN E ? YES NO
A ? ELECTRIC PLUMBING MECHANICAL
DESCRIPTION OF WORK TO BE DONE: '1Aluminum Pergola attached to house
USE OF BUILDING OR STRUCTURE: Patio Cover
NAME OF BUSINESS: q inox Louvered Roof
Total Square Footage under roof: 1793 Square Footage of alteration/addition: 240
UY I hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with
State Law. Plan review and inspection documentation shall be made available to the Building Department (required for new buildings,
alterations and additions)
I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review.
Control Number:.... __ _.____„_,, ,,,,, - ,-_.... .... ..... .._ .. (Not required for I & 2 family dwellings)
I hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas
Department of Health.
(REQUIRED FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS)
I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by
the Building Department and in compliance with the City Of Grapevine Ordinance regulating construction. It is understood that the issuance of
this permit does not grant or authorize any violation of any code or ordinance of the City Of Grapevine. I FURTHERMORE UNDERSTAND
THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY, AND THAT THE
DESIGN PROFESSIONAL/OWNERPROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND
OR FEDERAL AGENCY(S).
PRINT NAME: Mark Hobdy SIGNATURE lff"e ll'mt
P ONE : 214-995- 917 EMAIL: info@_
BOX IF PREFERRED TO BE CONTACTED BY
E-MAIL'
� TBUILDING;mE- AIL
THE FOLLOWINGS QBE aBY T ISEADEPARTMENT
rvAilr.o.._val to ss'Construction T�pe: e Permit $ Setbacks
_, ........ ..J..my .,
F
Occu Etc Groin : Fire Sprinkler: VS O Front: Electrical
Division: uil in ,Depth: i Left: Plu bim!
Zonln u:: :.:....�... ,................
Rear: Mechanical
Occur �ancN Load: uI din . Width1 Grease Tra .° i }ht: i Hood
°1
Plan ..........�,.. ,. Date:,r.., `w" ....., uildin n Permit Fee:.
Site P1a1Aew Wi' 'i ®val.val:.Date ,..,.. ... __. .Plan Review Fee:. _
Fire De part ent: Date Lot Drainage Fee:
Public Works e; �artment: Date. Sewer Availabilit', Rate:
Health Deent: Date: Water Availability Rate:
Approved for Permit: Date: I Total Fees:
Lot Drainage Submitted: Approved: Total Amount e: ;
O:FGRAflS1Q5PERMITAPPL CATIONS9f02 Rev.t1 r^
P.O. BOX 95104, GRAPEVINE, TX 76099 (817) 410.3165 )04 5106,P/07,11109,4/11,2fl9
City of Grapevine_
Residential
PO Box 95104
Additiona
e.
Grapevine, Texas 76099
t
817) 410-3166
Project # 25-003166
Project Description: Construct Attached 12X20 Aluminum1rt „W
Pergola to Residence [ELECTRONIC REVIEW],
r
Issued on: 11/13/2025 at 10:20 A
ADDRESS
INSPECTIONS
5
1414 Wycliff Ct.
Grapevine, TX 76051
1. Building Setback
4. Building Framing
2. Building Foundation/Footing
5. Building Final
LEGAL
3. Building Pier
Lakewood Acres Addn
lk 1 Lot 43
INFORMATION I L
43
S220 1
—APPLICANT NAME (Individual)
Mark Hobdy
*01568108*
**APPLICANT PHONE NUMBER
2149952917
PERMIT HOLDER
APPLICANTE-MAIL
Jari Voutiiinen
i VALUATION
10000
Equinox Louvered Roof
Square Footage
2 40
DFW
(214) 995 2917
* CONSTRUCTION TYPE
VB
* OCCUPANCY GROUP
R-3
COLLABORATORS
• Jari Voutilainen
DOCUMENT - LOT DRAINAGE PLOT
PLAN (CITY STAFF USE ONLY)
25-003166 - Approval Lot Drainage.pdf
Equinox Louvered
DOCUMENTS - MISC 01
BUILDING PERMIT APPLICATIO.pdf
Roof DFW
(214) 995-2917
DOCUMENTS - MISC 02
CONSTRUCTION PLANS.pdf
DOCUMENTS - MISC 03
LOT DAINAG.pdf
OWNERS
" ZONING DISTRICT
-7,5
• Steve Felton
FEE
TOTAL PAID
Building Permit Fee, (150.00
150.00 $ 150.00 150.00
Flat Fee) Simple Alteration
` TOTALS
$ 150.00 $ 150.00 $ 0.00
I AEREBT CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF
MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO
THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN
COMPLIANCE WITH THE CITY OF GRAPEVINE ORDINANCE REGULATING
CONSTRUCTION. IT IS UNDERSTOOD THAT THE ISSUANCE OF THIS PERMIT
DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR
ORDINANCE GRAPEVINE.
Page 1/2
MYGOV.US 25-003166, 11/13/2025 at 10:20 AM Issued by: Amanda Robeson
• r r- � r �- r r .
THE DESIGN PROFESSIONAL OWNER IS RESPONSIBLEFOR OBTAINING
SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL
Signature
ProjectBuilding - Residential Additi
/1►
November .1;
Date
1r",1M;';mmt„
1) ALL work must be done in compliance with the 2021 INTERNATIONAL ILDI CODE.
** ALL work ISSUED prior to January 1, 2024, must be done in compliance with the 2006 INTERNATIONAL
BUILDING .
2) City Approved Stamped Plans must be on -site for ALL INSPECTIONS.
) Project address must be clearly posted at the Job site.
NOTES
INSPECTION
METRO(17) 10- 01 , CUT OFF TIME FOR A.M. INSPECTION IS 7:30 A.M. --- CUT OFF TIME FOR P.M.
INSPECTION IS 1 :30 P.M.
> PERMIT! IN I APPLICATION IL THIS I .
•.. MU KI NIM ON I• •
__. Page 2/2
MYGOV.US 25-003166, 11113/2025 at 10:20 AM Issued by: Amanda Robeson
Aerial View
-
Felton Residence Roof Pasts
1414 Wycliff fit. --�-- �-------------�
Grapevine 76451
1 /4"=1 kale
f ^>
x £r'. Mi 3'
.+Aey.S
DI
s-€.."i's
i I:
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OM -
a.> VVIORK P F- Dili f a X'e0 ON. z,3 U" 4-4 .
1 * • EMIN��ffl
REGEIVEC7
1414 WYCLIFF STREET
12X20 ATTACHED FERTOLA
4 _
| GENERAL NOTE5'
L DESIGN COMPLIES WITH 2021 IBC,
2� LIVE LOAD: 10psf
GROUND SNOW LOAD' 5|bs/ft2
3� f'c=2500ps| FOR ALL NEW CONCRETE
4� ALL BOLTS ARE ASTM A307
ALL SELF —DRILLING, SELF —PIERCING,
SELF —TAPPING' OR SHEET METAL SCREWS
WILL CONFORM TO ICC ECR 1271, 1408'
1976' 2196~ 3006, 3215. 3223, 3231, 3294,
3332^ 3528, OR 3558
5� ALL STEEL SHALL BE
PROTECTED/COATED/ PAINTED/
GALVANIZED PER IBC SECTION 2203
6, FASTENER INSTALLATION PATTERNS
SHOULD BE SYMMETRICAL AND EACH
FASTENER SHOULD HAVE MINIMUM OF 4x
DIAMETER SEPARATION FROM OTHER
FASTENERS AND FROM MATERIAL EDGE,
7� ALL DETAILS ARE REFERENCED ARE
FROM THE EQUINOX STANDARD PLANS
0, LOCATION'FELTON RESIDENCE
| 1414 WYCLIFF ST.
� GRAPEVINE, TX 76051
|SCALE; 1/4^=l'
PLAN VIEW
4' MAX
(OVER RAFTERS)
'�' '
�__z
/�
12'
_
[O' —1
LOUVER (DETAIL Al) BEAMS 'DETAIL oo
^^^^^oo^^^^^^^ ^o^�^o^,^^»»^^
/
\POST TO BEAM CONNECTION
(DETAIL GI)
POST TO POOTER
CONNECTION
(DETAIL F3-F7)
/24'x24'x4l' SOLID
CONCRETE FOOTERS
/
FRONT ����\/�TT��� | |
~ ELEVATION
'^^~ L_]
MAX
RAFTERS
EXISTING
EXTERIOR
WALL/
6' MAX
ECIE
DE
CLIENT OPENINGROOFDFW
FILE FELTON.DWO
.......... . .
Reference Rio: 2412181414 G.F. No: 2906797-DFW77
RECEIVED: 8/18/2025
Title Cc: FIRST AMERICAN TITLE 25-003166
Purchaser; FELTON & MCNAIR-FELTON 1414 WYCLIFF STREET
de 12X20 ATTACHED PERGOLA
PROPERTY DESCRIPTION
Lot 43, Block 1, LAKEWOOD ACRES, an Addition to the City of Grapevine, Tarrant County, Texas. according to map or plat thereof
recorded in Volume 388-139, Page 68, of the Map and/or Plat Records of Tarrant County, Texas.
FND 3/8 P,
6 0,
SET CAPPED
gyp.lR 20'XI2'Aluminum
. ..... ....
" . 1 �>
LOT 1 Pergola attached to house
388-L 81 0
5' UTILITY ESW,
d;
M8-139 68
4�
Ll
FWD 1/2- l
UNDER ROUND
�"y 5' LMLITY ESMT, /F11D 1/2" IR
B. -139 68
b i 0 31
/9
q 368-139 68
r7ADC
BRICK
RESIDENCE
LOT 44
c� 388-139 / 68
�7�5' DRAINAGE UnUTY ESMT,
A� 388-139 58
LOT 42 36, a 11 L
E&8-139 68
. ... . ... ...
R 5000,
ii 41:21' RED. L 42,01'
6, I N (=rRDL)
F 1 0 1/�- IR C 1/2, 1 3Rr
BOUNDARY LINE
SUILDINO
RKEAD LMLMES
FENCE
BRICK jj
z
WOOD DECK Lj
CONCRETE I LU -j
r A , '4�1 —
;IlrSP;;:�= R' 0; S R U T C, ' N'
3,PRN DLO'0 TSOF
This report covers these maximum conditions
Ground Snow Loads 10
20
Wind Speed (Ultimate) 100 mph Exposure C
and Exposure 115 mph Exposure C
Maximum Ss =
PAGES
Page 1-2 of 51
Pages 3-5 of 51
Pages 6-18 of 51
Page 19 of 51
50%
SECTION DESCRIPTION
GENERAL NOTES
I I ppiii�
psf
psf
or 115 mph Exp. B
or 130 mph Exp. B
Seismic Design Category C
EQUINOX STRUCTURAL CONFIGURATIONS
COMPONENT PARTS AND CONNECTION DETAILS
LOUVER SPANS FOR COMMERCIAL AND PATIO STRUCTURES
A01
Aa. Tables for Attached Structures with Single Span Louvers with Two Posts ONLY for Header'a'= Single 0.125"x2"x8" Alum Header Detail BI
Ba. Tables for Attached Structures with Single Span Louvers with at Least 3 Posts for Header'a'= Single 0. 1 25"x2"x8" Alum Header Detail BI
Ca. Tables for Attached Structures with Multi Span Louvers and Single Span Headers for Header'a'= Single 0.125"x2"x8" Alum Header Detail B1
Da. Tables for Freestanding Structures with Single Span Louvers with 4 posts for Header'a'= Single 0,125"x2"x8" Alum Header Detail B1
Ea. Tables for Freestanding Structures with Single Span Louvers with at least 6 posts for Header'a'= Single 0.125`x2"x8" Alum Header Detail Bq
Fa. Tables for Freestanding Structures with Multi Span Louvers and Single Span Headers for Header'a'= Single 0.125"x2"x8" Alum Header Detail 131
Ga. Tables for Attached Structures with Louvers Parallel w/ Building Wall w/ Post at Every Span for Header'a'= Single 0.125"x2"x8" Alum Header Detail B1
Ha, Tables for Attached Structures with Louvers Parallel w/ Building Wall w/ fewer Posts for Header'a'= Single 0,125"x2"x8" Alum Header Detail BI
Ia. Tables for Attached Structures with Louvers Parallel wl Building Wall w/ fewer Posts and Overhang for Header'a'= Single 0,125`x2"x8" Alum Header Detail B1
Pages 29-37 of 51
Sections Ab to lb: Tables for Structure Types A-1 for Header'b'= Double 0.125"x2"x8" Alum Header Dete"
Of 7�t \%,
Pages 38-46 of 51
Sections Ac to Ic: Tables for Structure Types A-1 for Header 'c'= Single 0.25"x4"x8" Alum Header
Detail
Page 47 of 51
Wa. ATTACHMENT TO WOOD FRAMED WALL
. ..... CAr I. PUT aaM fi
Page 48 of 51
Wb. ATTACHMENT TO MASONRY or CONCRETE WALL
Page 49 of 51
Xa. MOMENT RESISTING FOOTING SIZE for Constrained Footings
Page 50 of 51
Xb. MOMENT RESISTING FOOTING SIZE for Non Constrained Footings
Digitally signed by
Page 51 of 51
Y. REQUIRED FASTENERS FOR POST CONNECTIONS AND RETURN BEAM ALTERNATIVES
Carl M Putnam
Date: 2022.09.13
11: 19:3 5 -04'00'
September 12, 2022
RECEIVED 8/18i2025
26-003166
1414 VVYCIIFF STREET
1
2X20 ATTACHED PERTCLA
GENERAL NOTES:
1. DESIGNED IN ACCORDANCE WITH THE 2021 INTERNATIONAL BUILDING CODE.
2. ALUMINUM DESIGN IN ACCORDANCE WITH THE 2020 EDITION OF ALUMINUM ASSOCIATION'S
SPECIFICATIONS AND CHAPTER
20 OF THE INTERNATIONAL BUILDING CODE,
3. DESIGN LOADINGS: Ct = 1-2. 1
= 1.0, Ce = 1.0 (ALL EXPOSURES EXCEPT B AND C WHEN LOCATED TIGHT
AMONG CONIFERS)
GROUND SNOW LOAD
ROOF DESIGN LOAD
10 PSF
10 PSF LIVE LOAD ONLY
20 PSF
20 PSF LIVE LOAD ONLY
25 PSF
21 PSF DESIGN ROOF SNOW LOAD
30 PSF
25.2 PSF DESIGN ROOF SNOW LOAD
35.7 PSF
30 PSF DESIGN ROOF SNOW LOAD
43 PSF
36-1 PSF DESIGN ROOF SNOW LOAD
50 PSF
42 PSF DESIGN ROOF SNOW LOAD
60 PSF
50A PSF DESIGN ROOF SNOW LOAD
FOR 0.25112 < SLOPE < 1/12
WIND SPEEDS IN THE 2021 IBC ARE "BASIC DESIGN WIND SPEED." ALL STRUCTURES DESCRIBED IN THIS
REPORT ARE DESIGNED USING PRESSURES CALCULATED FROM "BASIC DESIGN WIND SPEEDS". 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 ASCE7-16 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
Ss FOR STRUCTURE AS PER 2021 IBC FIGURE 1613.2.1(1)
Ss > 150% ARE NOT REQUIRED PER ASCE7-16 12.8.1.3 for SS<215%
Ss USED FOR TABLES SHOWN ON TABLES SHEET
S1 NOT APPLICABLE TO THESE STRUCTURES
SITE CLASS = D
BASIC SEISMIC FORCE RESISTING SYSTEM
GENERIC SYSTEM » R= 1,25
ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE
THESE ROOFS ARE NOT SUBJECT TO MAINTENANCE WORKERS AND HAVE NOT BEEN EVALUATED FOR A
CONCENTRATED 300 LBF LOAD.
THE BASIS OF THE DESIGN FORCES ARE IN ACCORDANCE WITH THE BASIC LOAD COMBINATIONS DESCRIBED
IN IBC SECTION 1605.1 AND NO FURTHER INCREASES ARE PERMITTED FOR PATIO COVERS RESISTING WIND
OR SEISMIC FORCES EXCEPT AS ALLOWED FOR WOOD CONSTRUCTION IN CHAPTER 23.
Equinox Standard Plan v1 (2021 IEC) g12,2022
4. THIS ENTIRE ENGINEERING PACKAGE IS NOT REQUIRED FOR MOST BUILDING PERMITS, SUBMISSION FOR
A BUILDING PERMIT MUST INCLUDE:
a. GENERAL NOTES (2 PAGES)
b. STRUCTURAL CONFIGURATIONS (1 PAGE)
c. LOUVER SPAN TABLES (1 PAGE)
d. HEADER POST SPACING, FOOTING SIZE AND POST TABLE FOR LIVE/SNOW , SEISMIC AND WIND LOAD
(1 PAGE)
e, ALL APPROPRIATE DETAILS
f. OTHER DOCUMENTATION REQUIRED BY LOCAL BUILDING AUTHORITY.
5. CONCRETE MIX: Fc=2500 PSI FOR 28 DAYS AND THE DURABILTY REQUIREMENTS OF CHAPTER 19 OF
ACI318-19. PATIO STRUCTURES MAY BE ATTACHED TO CONCRETE SLAB WITHOUT FOOTINGS WHEN THE
POST LOAD IS 750# OR LESS AND THE FROST DEPTH IS ZERO. CONCRETE SHALL BE A MINIMUM OF 3.5
INCHES THICK AND NO CRACKS WITHIN 2'-6" OF POSTS, POSTS SHALL BE SET BACK A MINIMUM OF 4 INCHES
FROM EDGE OR EXPANSION JOINT OF A SLAB.
8, FOOTINGS HAVE BEEN DESIGNED FOR CLASS 5 SOIL AS PER TABLE 1806.2, ALLOWABLE FOUNDATION
PRESSURE IS 1500 POUNDS PER SQUARE FOOT, LATERAL. BEARING PRESSURE IS 100 PSF/FT AND IS
DOUBLED PER IBC SECTION 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 SNOW/LIVE 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,
7. 20 PSF AND HIGHER LIVE LOAD STRUCTURES MAY BE USED AS COVERS FOR PARKING OF MOTOR
VEHICLES, CARPORTS MUST HAVE AT LEAST TWO OPEN SIDES AND HAVE FLOOR SURFACES MADE OF
APPROVED NONCOMBUSTIBLE MATERIAL OR ASPHALT.
8. AT LEAST ONE HORIZONTAL DIMENSION (PROJECTION OR WIDTH) OF COVER PHAI.I FF L FS T"AN 30'.
9, ALL STEEL SHALL BE GALVANIZED ASTM A-653 G90, A123 G45 OR A153 B-3, F'.: Is:. IZO m� bA A -r: USE
AN APPROVED COATING COMPLYING WITH IBC SECTION 2203.2.
10. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS MAY BE
ALUMINUM MAY BE SUBSTITUTED FOR 6061T6.
Page 1 of 51
SEP 12 2022
ENGINEERS STAMP
n /(� ( ( I / l 30 Technology
V II Pkwy
[! Suite #400
pG
Peachtree Corners,
wwN by: CMP
SCALE: DRAWING
NONE OR ORREAFTEQUINOX GENERAL NOTES
DATE: DRAWING SHEET
nOR PART GN01-2021 1 OF 2
GENERAL NOTES:
fCONTINUED FROM SHEET NO. 1)
11. STEEL FASTENERS SHALL BE EITHER STAINLESS (300 SERIES) OR GALVANIZED. BOLTS SHALL
BE ASTM A-307 HOT DIPPED GALVANIZED, MECHANICALLY GALVANIZED, ZINC ELECTROPLATED,
ALUMINIZED OR 300 SERIES STAINLESS STEEL. CONCRETE ANCHOR BOLTS ARE SPECIFIED IN
THE DETAILS. ALL WOOD SCREWS MUST COMPLY WITH ANSIIASME STANDARD B18.6.1 AHD AND
AWC NDS-2018 12A 5. ALL LAG SCREWS MUST COMPLY WITH ANSI/ASME B18,2.1 AND AWC
NDS-2018 121.4, ALL STEEL WASHERS TO BE ASTM F844 W/ DIMENSIONS IN ACCORDANCE WITH
ASME B18.22,1, TYPE A. ALL STEEL NUTS TO BE ASTM A563, THE MINIMUM WASHER DIAMETER
SHALL BE 1' FOR BOLTED CONNECTIONS, SCREWS AND BOLTS WILL HAVE A MINIMUM EDGE
DISTANCE OF 2X FASTENER DIAMETER,
12. POSTS EMBEDDED IN CONCRETE SHALL BE CLEAN AND FREE FROM OILY SURFACES.
ALUMINUM SHALL NOT BE EMBEDDED IN CONCRETE IF IT CONTAINS CHLORIDES OR CORROSIVE
ADDITIVES. EMBEDDED ALUMINUM ELEMENTS WILL BE COVERED WITH PLASTIC TAPE OR
OTHERWISE PROTECTED AS PER 2020 ADM M.7.3.
13, HEADER SPLICES SHALL NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE THAN
THE FIRST INTERIOR POST,
14. ALL SELF DRILLING AND SELF TAPPING SCREWS MUST COMPLY TO [CC- ESR 1271'1408. 1976,
2196, 3006, 3215, 3223, 3231, 3294, 3528 OR 3558 AND USE HEADS W/ DIAMETERS EQUAL TO #8 =156 %
#10 = a-, #12 = 3132" AND #14 = 12" OR STEEL WASHERS OF SIMILAR DIAMETER AND AS PER GENERAL
NOTE #11 ,
15. STRUCTURES MAY NOT BE ENCLOSED IN ANY MANNER WITHOUT ADDITIONAL ENGINEERING
ANALYSIS OR APPROVAL OF THE LOCAL BUILDING AUTHORITY,
16, ALUMINUM LOUVERS ARE CLASS A FIRE RATED AS INDICATED BY THE EXCEPTION #2 IN IBC
SECTION 15052
Im*11112wom�11[00 �1§ 13
18. WHERE ALUMINUM ALLOY PARTS ARE IN CONTACT WITH DISSIMILAR METALS (OTHER THAN
STAINLESS, ALUMINIZED OR GALVANIZED STEEL) OR ABSORBENT BUILDING MATERIALS, LIKELY
TO BE CONTINUOUSLY OR INTERMITTENTLY WET, THE FRYING SURFACES SHALL BE PAINTED OR
OTHERWISE SEPARATED IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL M.7.
Equinox Standard Plan v1 (2021 16--) g12,2022
Page 2 of 51
20. This note is intentionally not used
21. DRIFTING SNOW IS ADDRESSED IN DETAIL W8. SLIDING SNOW IS BEYOND THE SCOPE OF
THIS REPORT.
22, ALL MULTISPAN TABLES AND DETAILS ASSUME EQUAL SPANS WITHIN 20%, ALL
SPECIFICATIONS MUST BE BASED ON LONGEST ACTUAL SPAN,
23, WOOD USED IN CONNECTIONS SHALL BE PROTECTED FROM WEATHER AS PER IBC SECTION
1404.2 (WALLS) AND/OR 1503 (ROOFS), WHICHEVER IS MORE APPROPRIATE.
24, FREESTANDING STRUCTURES MUST USE A MOMENT RESISTING POST TO FOOTING
CONNECTION LIKE F3-F6. ATTACHED STRUCTURES MAY USE F3-F6 DETAILS OR M DETAILS IF
USING DETAILS FI-F2.
OF re N%j
SEP 12 2022
ENGINEERS STAMP
ALL T%�!-- 3
DY: "I - RNOLT"�u
30 Technotogy Pkwy
Suite #400
[IMNIMAX Peachtree Corners, GA
MAWN W:
cmp
SCALL DRAWING
OR PART EQUINOX GENERAL NOTES
NONENAME
DATE: DRAWING SHEET
OR PART GN02-2021
NUMBER 1 2 OF 2
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FRONT ELEVATION
SIDE ELEVATION
STRUCTURE TYPE A AT STRUCTURES WITH S]NGLE SPAN LOUVERS (2 POST ONLY)
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BEAM tvEE "I:" C'E Tf,:L°:)
IN7CRMFCII AIL 6rAM
DI TAIL 16
110 I FIE
ItNC:RLAM,NG PC,i Oa
o OIAf?
1`0Gf
DSII Lk
�:1 RL TURN FLAM;
:' hd nl e,irFCN-IuI I(: I;;Pq(Itll
IR
F UUIWl.2 L'NtEk
(SFr"I !IF Fi, IL'1
LGIONG.SiYE RFISM
I iCC IlET,11L E151
Re
PLAN
EGUIN E i HEALIEP
('u "B" DETAILS,
ff LOIJ'J Efr
EQ WNiI{HEISOErt
1101,11T
rG^,T!5r C"C'ilrTrlU,1
IINF.0 NkACCS tD; IAII. M0,
uR PO4T`� EMBEDDED IN
t1* TAIL 13 F 1) REOUI12f0
tJ s' Mir,
FRONT ELEVATION
CG,IINs,F It`IJVfY:R TG
MOUNI ING RAIL to
C9f UINItX BEAM
tit NNFt TION
'ItRDEF. i (r FOT` t
En NNEC't ION,.EE "O'
C'ETAILSI
t: G111Ns,': LO!IVER
FGIIINLIA f+FAM T„
'TRI MIRE-CONNF. CTION
ff (SEE DE7aILUVI
�_ E PCrsi pN(Jttl <)IINO
HF11U1Rk ks Of2 NUMHFR OF
(j �."P 1?C TURN RIIt M;: nS PC Fi
Ij`f .r..l A6t E:
POST TG It. III
FGGTINf, CONNIF TIf1N
SIDE ELEVATION re"F'0en11L51
STRUCTURE TYPE C ATTACHED MULTI SPAN LOUVERS AND SINGLE SPAN HEADERS
Prna�_u-e a ra-Pe a a.ax-n , v n
t
�t�
E11, IIN:Ix Lf.•l1'JtR
,w.s ,:: _
- f-.G1Jlhdtlx NUN SiW It T i PAL ISFAM
I I Irv,
I(D mu-nI GR rar
10
EOIJIN!!' LGI Ivel T,I
ml;
EQUIN',
HEADFfi
01"UNTINt, PAIL TO
.SE[ "P" DETAII I,
ER111N4'< BEAM
PLAN
I:tINPk-C, "IN
EO,IINf'X 14,IFR
Lf UVEk
F Jt11NOX UDOEP, To
E XISTIN:,':TkUr 7bN.F `A f:
Vrr' OLTMI-1
......
HF.ntlEH T+' I'Uil
y,,w.,EOHIN0, 11FAFIER
CONK-110N(SEf' G" DUAIL`.'v
rvx: art ,-,rltw>n
"`._{+Orfl-(1,E"C"DUAIL`,
C.0 NIt I?AINEfi
P05T TO <I AB' R
PITTING CONNE('TH)N
NON CON; FNAJNE.G
tSE E"F" E)E (AILS,
--- �°
y+=-�1111HING
�'At
I. dart,
FRONT ELEVATION
a
P...,..CAfLL PU,.,.. - .
93994
SEP 12 2022
E10I1,01 10111111 111
MUI.;NIING RAIL. It�
I, HiN I, BEAM
LINEN'EC('ION
COIIIN{),{ l U4rVER
t :INW:C HON
(LCf "G'ut,ans,
is,:,TlNr, tt•NNEs: r111N
SIDE ELEVATION
STRUCTURE TYPE D-FREFSTANDING STRUCTURE W'SINGL.E CARL PUTNAM P.E. Vr""' ";"°•�o"
SPAN LOUVERS t 4 PG7t3T ONLY) 'tu-+J-L OMP Iin'�ru*uwn.�;.,m•,:+.I nee
QMNIMAX
Page ,, or 51
( `—STANDARD PLANS a
1.250"
8.156"
0,0651,
rt
.k-41,120"
:Al EXTRUDED 6063-T6
�, ) ALUMINUM LOUVER
��I I Al
Qi1l, M`�T_QVL�r,� 'L!IrV� f,
B03 EQUINOX 4x8 BEAM 6061-T6 ALUM ALLOY
Page C. of 51
EQUInox Standard Plan V1 12021 16--) oil 2'2022
k
-,r2.000" BEAM
DETAIL 91
7 ll 1,#14 X 24" O�C
STAGGERED
8.0001,
EQUINOX 2X8 BEAM (B2) DOUBLE EQUINOX BEAM
6061 J6 ALUM ALLOY 6061 J6 ALUM ALLOY
BEAM
DETAIL B1Z-_1
T. 2 #14 x 5i9" (n) 12"
(MULTIPLE RETURN BEAM �) 6061 J6 ALUM ALLOY
SEP 12 2022
CMp CART. PUTNAM P.E.
OMNIMAX
°"° COMPONENTS
T— 4.000"1 3,500,11
7 Ell -4-0125"
O. 125" 4.000" 0,18811-1v 3,500"
EQUINOX POST
6061 -T6 ALUM ALLOY
MAX MOMENT = 4048 lbf*ft
EQUINOX POST
6061-T6 ALUM ALLOY
MAX MOMENT = 6706 lbf*ft
ASTM A500 GRADE 6
STEEL INSERT
MAX MOMENT = 5978 lbfft
iPAIN rED;GALVANIZED FOR EXTERIOR
EXPOSURE)
'AVAIL, ABLE FROM TH RD PARTY
.1—F OR 6 ------------
F— "0.120"
5" OR 6"
L
ASTM A 500 GRADE B STEEL
INSERT
MAX MOMENT = PER DETAIL C3 OR C4
� PAINTED.�GAJLVANIZED FOR EXTERIOR EXPOSURE!
AVAILABLE FROM THIRD PARTY
Equinox Standard Plan Ill (2021 16--) dil 2,2022 Page' of 51
0. 1 25"W'W' 6061 -T6 ALUM ALLOY
MAX MOMENT = 7070 Ibflft
0.041 3'
— i '
9.3994 'Jt'
ASTM A653 GRADE 40
STEEL CLOVER LEAF
(PAINTEDiGALVANIZED FOR EXTERIOR
EXPOSUREa SEP 12 2022
1 2 CMP CARL PUTNAM P.E.
OMNIMAX
"" COMPONENTS
0,863"
1.80"
0.45"
A" DIAMETER
STEEL BOLT
le-7.875" O/C�
U
FRONTVIEWS SIDE VIEWS BOTTOMVIEWS
2. r
ASSEMBLED
PIVOT CLIP oe--1 *
-1 ING RAIL
i IN :U V-)A
6061 -16, ALUIRAiNtjrv�
125
f1l, MI1.75
(�N) 4X8 INSIDE BEAM BRACKET
6063—T5 ALUM ALLOY
'AVAILABLE FROM TH RD PARTY
(�2) EQUINOX PIVOT CLIP
ASTM A STEEL OR
6063T6 ALUM OR BTR
3,7" MAX
—4-0.125
2"1 — L3,7"�
4X4 INSIDE POST BRACKET
6063—T5 ALUM ALLOY
1 5,5"
GUTTER
6063—T5 ALUM ALLOY
6"0 MIN�,*,,l 0.125
1 75"� _ 1,75"L
2X8 INSIDE BEAM BRACKET
6063—T5 ALUM ALLOY
015"—,e—.-I
2"
93994
SEP 12 2022
c, o2 22 Omp CART. PUTNAM P.E.
UIVII\411VI/-\A
Equinox Standard Planvl (2021 6--)dil2,2022 Page 8 of 51 "`COMPONENTS 18
8" EQUINOX RCTATING LOUVER
DETAIL Al
EQUINOX MOUNTING RAIL
�DETAIL D1
n10Y5/8" SCREW Cy 8'010
GUTTER (DETAIL Drt)
\—EQUINOX HEADERNON STRUCTURAL CONNECTION
SEE "Ft" DETAILS FASTEN TO AVOID SAG
EQUINOX HEADER TO
LOUVER CONNECTION
8" EQUINOX ROTATING -OI.1VEFZ
DETAIIL Al
L
E,:,UIN,')X HEADER
SEE "B" DETAILS
EQUINOX PIVOT CLIP ICETAIL D2i
l2, #Iljx5�8" SCREW PER LOUVER
GUTTER tDETAIL D6)
NON STRUCTURAL CONNECTION
FASTEN TO AVOID SAG
ANGLED EQUINOX HEADER TO
PIVOT CLIP CONNECTION
Equinox Standard Plan v1 (2021 &C) dil 2,2022 Page "+ of 51
'PNO!
ALL '1-1�ANGES LPR�,,f 21: A T:-, R v
SEP 12 2022
CMp CARL PUTNAM P.E.
OMNIMAX
"""COMPONENTS
i2) 112" 0 i3ALVANZFLI
POST
HLTI KWKBoL3TZ
C3+C.4
ESR 1917) lAJ,'2'EMBED
DIREOUVALENTPER
BRACKET CEWERLD ON
1..) 414 SIDS PER SIDE FOR
BRACKET tl�tl 4" 5)C
--(2) BEANI
BRACKEFS
I.PLIF,7 FOOTING &16"
DE,
DETAIL D,
(4) 414 'DS PC R SIDE FOR
LPLJFT F007nNFd43'
MN SPACING 2'
2111N
—Foo rMSLAB
MAX UPLIFT
Fool ING SIZE IS
6"AND 7" POST TO FOOTING/SLAB CONNECTION
DETAIL
UPLIFT ONLY
ALUM OR STED, 1111T 1:1161-_11M11 I
POST ),LUM POSTS �'WAPPUJ IN
P,.,V�rlc WE
O
Clc)`NWRETE SLAB
12" vM Jcou
COM�T�RED FOR
RAINED rOnTIRGS!
CONCRErE
FOOTER
N
STEEL BAR EJVREDrED 9'
DEEP ,'ALTM or " 1V11' GRADE 10 *1
, VST
RES�R �TNAA30,- PEEL
BOLTI
POST TO FOOTING DETAIL
MOMENT RESISTING
Equinox Standard Plan vi (2021 1&--) g112,2022
7)2`0 "ALVANIZE0 HILTI ETAIL Ci
KWIK BOLT TZ 00-DESIR 1917)
VVI " ENISEDIVENr AND I �'
ETAIL D5
STEEL WASHER
21 #14 SNIS
v
UPLIFT FOOFING
_--MAX
SIZEISd=26'
All CRAIGGIES
POST TO FOOTING/SLAB CONNECTION DETAIL
UPLIFT ONLY
0 125"
4
�7. EACH SD
CQNsrFmN1_D
FOOTING uhi cy U�n: NOhl ��,)N'ARAINLD
3 5, {IAN) OL M Sl UB P,)� r r OOTINO '�I_X u WHFN
PRE=ENT GUML C 5 No R'l_AEWPRC-,ENT
V STEEL -1 2
, p 51 F
4
FOOTING
�F4 ) W OR 6x6 POST W1 STEEL INSERT TO
FOOTING CONNECTION
MOMENT RESISTING
Page loofll
SEP 12 2022
CMp CARLPLITNAMRE,
OMNIMAX
"' DETAILS 110
N
7 —EQUINOX BEAM
POST BRACKET
DETAIL D4
ATTACH DETAIL D5 TO EQUINOX POST
SEE TABLE Y1 FOR NUMBER AND TYPE
OF FASTENER
`,-ATTACH DETAIL D5 TO EQUINOX BEAM
SEE TABLE Y2 FOR NUMBER AND TYPE
OF FASTENERS
,,,--EQUINOX POST
DETAIL C1
EQUINOX HEADER TO 4" POST
CONNECTION
D3 TO EQUINOX BEAM
SEE TABLE Y2 FOR NUMBER
AND TYPE OF FASTENERS
0 0,
ATTACH D3 TO EQUINOX POST —
SEE TABLE Y1 FOR NUMBER AND
TYPE OF FASTENER
2X ALUM SLEEVE CLIP
DETAIL D3
EQUINOX POST
DETAIL C3/C4
N
EQUINOX DOUBLE BEAM
POST BRACKET
DETAIL D4
—ATTACH DETAIL D5 TO EQUINOX POST
SEE TABLE Y1 FOR NUMBER AND TYPE
OF FASTENER
ATTACH DETAIL D5 TO EQUINOX BEAM
SEE TABLE Y2 FOR NUMBER AND TYPE
OF FASTENERS
,,--'-EQUINOX POST
DETAIL C1
GZ EQUINOX DOUBLE HEADER
TO 4" POST CONNECTION
G3 SIDE VIEW
G3 EQUINOX HEADER TO 6" AND 7" POST CONNECTION
ox Sta Eq (�ark Plan v1 (202 1 6C) 9;12121022 Page 12 of 'I
ALUM SLEEVE CLIP
TAIL IDS
ROG— PA i 5�
-3'1 R.N,ILbr� RAPAR�Z
ALL -Ais1HC4ES 140�ST On,
SEP 12 2022
cmP CARL PUTNAM P.E.
OMNIMAX
.... DETAILS
T I , 'Z �Z's
SEE TABLE "Y V
FOR NUMBER
AND TYPE OF
FASTENERS
I
F—,w
5M01,
L qg
EQUINOX BEAM
SEE "B" DETAILS
BEAM BRACKET
DETAIL D,Da
i2) #14 SIDE
f21 *14 SDS EA SIDE
(
NON STRUCTURAL BEAM TO BEAM
�) CONNECTION
Equinox Standard Plan v1 (2021 16--) q!1212022 Page 13 of 51
SEP 12 2022
CM p CARL PUTNAM P.E.
OMNIMAX
DETAILS
1" MIN
Cab BEAM BEAM TO BEAM CONNECTION
Equinox Standard Plan v1 (2021 1&--) 9!12,2022
EDUIN XBEA
B"-- LS
DETAIL B2
SEAM BRACAET
DETAIL D3
SEE TABLE 'Y1"
FOR NUMBER
AND TYPE OF
FASTENERS
CONNEGT PER DETAIL 8;
--EQUINOX BEAM
__-SEEMS" DETAL 3
E,)[-IIN,.)X BEAM
DETAIL 86
BEAM BRACKET
DETAIL D3,D4
SEE TABLE 'y V
FOR NUMBER
AND TYPE OF
FASTENERS
(G9) MULTI BEAM TO BEAM CONNECTION
Page 14 Of -1
* _7
0 3 9 9 4
SEP 12 2022
F -11
CMp CARLPUTNAMP,E,
0MINIMAX
""- DETAILS 114
SINGLE KNEE BRACE SINGLE KNEE BRACE
FOREND POSY" f FOR MIDDLE POSTS A I", R is W KM
�i, 3
al i
Z "qS
DOUBLE KNEE BRACES rOR END S , POST
SEE KII I-N,13
13'
rABRI- ATE FROM B I OR 83
1141,
DOUBLE KNEE BRACES
FOR MIDDLE POSTS
4
MO
KNEE BRACE CONNECTION DETAIL
1, CARL PUT
i144,„ EMS (yI#14X SKIS
EN
DETAIL D31D4 DETAIL D3 04 od EIETAIL 03r04 —
00: SEP 12 2022
DETERMINE MOMENT CAPACITY FOR ALL POSTS
A
SINGLE KNEE BRACES ON ALL POSTS- USE
MOMENT LISTED IN DETAILS.
2, TWO POST STRUCTURE W1 DOUBLE KNEE
MOMENT CONNECTION #1 (M2 MOMENT CONNECTION #2 MOMENT CONNECTION #3 BRACES- DOUBLE MOMENT LISTED IN DETAILS
743 FOOT-POUNDS 1004 FOOT-POUNDS 1549 FOOT-POUNDS 3, THREE OR MORE POST STRUCTURE W1
DOUBLE KNEE BRACES ON INTERIOR POSTS AND
SINGLE KNEE BRACES ON END POSTS- DOUBLE
MOMENT LISTED IN DETAILS
Pa
go
Standard Plan v1 (2021 ISC, 9,12,2022 go 11, of 51
oaoz�:
CMp CARL PUTNAM P.E.
OMNIMAX
" DETAILS
SEAL W/CONT SILICON BEAD
:14 SCREW & EA WALL STUD
SEE TABLE Wl FOR NUMBER OF
4" FASTENERS
DETAIL B I
ATTACH LOUVERS PER DETAIL EliE2
LOUVER G(JT1 ER
2x WOOD FRAMED WALL ASSEMBLY
133" Oic
EQUINOX LEDGER TO
STRUCTURE CONNECTION
2.75'MIN SEAL W/ CONT SILICON BEAD
A
OUINOX BEAM
DETAIL B I
SIMPSON STRONG TIE TITEN HD
&..REW OCC ESR 1,156, SEE
TABLES W3 AND W4 FOR
SPAC IN', AND SIZE OF rASTENER
INSTALLATION PER ICC ES,R I 05G
HOLLOW OR FULLY GROUTED
MASONRY OR CONCRETE WALL
(W) EQUINOX LEDGER TO STRUCTURE CONNECTION
Equinox Standard Plan v1 (2021 1&--) L) il 2,2022
2,5"
L
EQUINOX LEDGER TO
STRUCTURE CONNECTION
� I 'SEAL W. I ' N ` `J it ON t, - -
RE
SEE FASTEN I:
DETAIL G
ATTACI-,
LOUVER
2x WOOD FRAMED WALL ASSEMBLY
C�) 0/0
SEAL W/CONT SILICON BEAD
- - ---------------------------------------------- I
*14 SCREWWr 2,5" EMBED INTO ri
2" MIN WOOD FRAM ING
NUMBER or WALL FASTENERS
REQUIRED PER TABLES
SPREAD FASTENERS OVER
NEAREST STUDS, MAX -' PER STUD
DETAIL. BI
ATTACH PERPENDICULAR n?
BEAMS PER DETAIL Gr, jf
%
-------------------------
CARL PUIN
SEE EQUINOX HEADER "B" DETAILS
lilt
2y WOOD FRAMED WALL ASSEMBLY
EQUINOX LEDGER TO STRUCTURE CONNECTION
TYPE "C", "G", "H" AND "I" ONLY SEP 12 2022
C M p CARL PUTNAM P.E.
TJP OMNIMAX
Patin IG of 11
DETAILS
16G (0 C,48"j GALVANIZED STEEL L ANGLE e=z EACH TRUSS TAIL
(I c, SIMPSON STRONG TIE A34)
SEE TABLE FOR SCREW INFORMATION
1 X WOOD BLOCK ING
--------------- A
OPTION B SEE TABLE FOR SCREW'NFORMATION
Live Load
Ground Snow Load
10 PSI
130 mph Exp 8
105 mph Exp C
20 psf
140 mph Exp 6
115 mph Exp C
25 psi
130 mol Exp C
30 psi
140 mpri Erp C
36 pst
150 mp.11 Exp C
43 psi
150 mph Exp C
5C psi
150 mpli Exp C
62 PSI ISO, MPIW Exp C
SEAL W/ CONT SIL.1---ON BEAD
Y, " SCREW CQ 24" W, I F, EMBED INTO WOOD FASCIA
OR
USE 114" S--'REWS TO ATTACH ' x FASCIA TO END RAFTER
SEE TABLE FOR ASIOUNT OF SCREWS & TYPE
LOUVER
DETAIL Ai
DRILL 5%8`0 HOLE IN OUTER WEB TO INSTALL SCREW, T Y P
HEADER TO LOUVER ASSEMBLY
DETAIL El
2X FASCIA
EQUINOX LEDGER
DETAIL 51
EQUINOX GUTTER
SEE TABLE FOR MAXIMUM LENGTI!
(� 7) EQUINOX HEADER TO NOTE: THIS ATTACHMENT ONLY ALLOWED FOR
STRUCTURE TYPES A AND B.
RAFTER CONNECTION STRUCTURE TYPE CIS ALLOWED IF MID SPAN POSTS
Equ,nox Standard Plan 01 12021 S---) 9'12;2022 ARE USED ON RETURN BEAMS.
RAFTER
MAX LOUVER SPAN (VI
Numberof
Sim
FAVEOVERHANG
Eave Fasteners
(24- O/C)
61,
91,
12,
is-
74' (414" Lag screw)
2x4
14:-�
lf-0�
If--
I �-2'
6-6'
2X6
14 0
-0"
&`91
1 '0'
' 4
L
IT-10" 3
2X8
14'4
141-0*
14'-0'
lar-Ol
14:-
14�.-�:
1 -2-
5'
2x6
14
,4
-91,
5-5' 4
2X8
14'-0'
14'-G"
1&-01
id' -CS"
11*-4"
2x4
13-9
13 -0'
111-11
6-11,
31-51
2x6
13*-9'
13'-0'
St"
91-6,
61-11.1 4
2x8
I Y-91
1 2 E -0"
IS-0,
i 31-91
12%3'
2x4
12'-rJ'
12'-O�*
9`41
4'-1 V
2-6'
2x6
12',0
12'•(F
12'-0"
T-7,
4-6' 4
2x8
12'-17
12'-0'
I2'-0*
I Z-01
9=101
2x4
12'-0'
101--s'
7--5-
1'
2x6
12'-T
12'-G'
10-10'
6'-I-
2x8
121-+0
121-0,
12'-0*
1 Z-0"
7-11
2x4
111-4"
8'-9'
6.01
2 - I 1"
11-01
21K 6
111-T
111-0,
8`10*
4'-9'
2'-5' 5
2x8
III -a'
11 `-O-
I I -(r
6-2'
4
1 V-11
T-S'
5.-C'
Z-G'
6.-6„2
6
IV-9
101-81'
7 -5-
3-10'
11-91,
2"
11 --B
9I.01
11 '-D-
34'
51-01
2.'
916
51-91
3`-91
11-51
01_OF
2.1
14`-9,
81-6
6-91,
2-5'
1,-Cr 6
2x8
101-W
101�01
la-ril
6-3,
3-7'
a.
.............. . ..
CARL PUTNAM.
ft 93994
Z
A
%ON'Zo —,
SEP 12 2022
CMp CARLPUTNAMP,E.
TJP OMNIMAX
Page 17 of 11 .... DETAILS
m
EXISTING ROOF
ROOF SNOW LOAD
h
v V v v V V V
if
EOUINOX COVER
rV8 ALLOWABLE DRIFTING
SNOW CONDITIONS
P�,go 18 of 51
E,Juinox Standard Flan vl i2021
STRUCTURES COMPLYING WITH THIS
DETAIL DNOT REQUIRE ADDITIONAL
DRIFTING O SNOW CONSIDERATIONS
GROUND SNOW
MAXIMUM
LOAD(PSF)
(IN)
25
'18
20
30
35.7
23
40
25
27
42
30
50
V.
SEP 12 2022
. ..
CARL PUTNAM F.E. ...
P: tuf
OMNIMAX
2-,
DETAILS
Attached Structures
Ground
Design
Snow Load Roof Load
Exposure
D(mph)
Exposure
C(mph)
(psf)
(psD
95
100
105
110
115
120
130
140
150
180
95
108
105
110
115
120
130 140
150
160
10
10 Live/Snow
13'-7"
13'-7"
13'-7^
13'-7"
13'-7^
13'-7"
13'-7^
13'-7"
12'-0''
17-8^
13'-7^
13`-7~
13'-7"
13'-7"
13'-7"
18'-7"
13'-7" 13'-4"
17-0''!11'-1''
20
20 Live/Snow
13'-7"
13'-7'
13'-7^|
13''7"
13'-7~
13'-7"
13'-7^
13'-7'
12'-0^|
12'-0"
13'-7^
13'-7"
13'-7~
13'-7"
13W^
13'-7"
13'-7" 1T-4/'
12''0^!
11'-1"
25
21
13'-7^
13'-7^
13'-7"
13'-7^
13'-7^
18'J^
13'-7^113'-7^
12'-0r
12'-0"
13'-7^
13W^
13'-7"
13'J"
13'-7^
13'-7^
15'-V 12'-8'
12'-0^
11'-1^
30
252
13'-3^
1T-3'
13'-3''
13-3''
13''3~
13'-Y
13-2^-12'-11^
12-0^'
12'-0^
13'-3^
13'-3^
13'-3^|
13'-2~
13'<7
12--11"
12'-6^ 12'-2'
11�-Y
11'-1"
8571
30.00
12'-7
12'-7'
12'-7^!
12'-7^
12'-7~
12'-7^
12'-7^
12'-4^
12'-0r/
11-0"
12-7~
12'-7^
12'-7^
12'-7^
12'-5^
12'-3"
11-8r 11-4^
11�-0^
10'-8'
43
36,12
111-91,
111-81,
111-91, .
111-91,
11�"
11'_8^
11-8r
11-5r
.
11-2'.10'-11"
11-9r
11-9"
11-9r!
11-8p
11-6^
11-4^
11-1" 10'-9'
1O-8^'
10'-3'
50
42'
11-2"
11-2^
1V-2r
11�2^
11�"
11-2^
11�1^
1O-11^
1O�8^'
'
1n�5^
11��
11��
11�r|
11-1^
11-0^
1O�1O^
1O�7^ 1O�4^
18�1^
8^1{r
�
U
o ��
U
1(�o
1(�
'
1<��
1(�
�
1(�o1(�
1(�
1��
1�ri�1�
U
1��n1<�
1��|
1��
1(�
1(�
l�� (�
��
!
9,-4"
Freestanding
Structures
Ground
Design
^
Snow Load Roof Load
Exposure
B(mpN
Exposure C(mph)
(psf)
(pmf)
95
100
105
110
115
120
130
140
150
160
95
100
105
110
115
120
180 140
150
100 _
10
10 Live/Snow
13'-7^
13'J^
13'-7"
13-7^
13'-7"
18'J^
13'-7^
13'-7^
12'-0^
12'-0^^
3'-7^
3-J^
3'-7^
13'-7" 13'-7"
12'-0^
12-4^
20
20 Live/Snow
13 :_T^
13'-7"
13'-7^
13'-7^
13:-7"
13'J"
13'-7^
13'-7^
12'-0^i
12-0^
13'-7^ 13'-7'
12'-0^
12,-0"
25
U 21
13-7
13�7^
10�7^�13'-7^
13-7
13'-7^
13'-7^U13'-7^
12'-0^'
12-0^
3'-7
3'-7"
3'-7"
13'-0" 12'-8^
12-0^
11'-10^
30
25�2
13*-3^
13'-3^
13'-3^
18'-3^
13'-3
13'-3'
13'-3^
13'-0^
12'-0^
12'-0^
12'-6^ 12'-1^
11�-8^'
11-4~
35.71
3O00 .
12'-7^
12'-7"
12W^
12'-7^
12'-7
12W^
12'-7^
12'-5^
12'-0^
11�1O"
�1�11^ 11�7^
11�3^'10c11^
43
36.12
111-91,
111-91'
11'_gr
11'_9r
11,_9r
11'_g"
11-9"
11'-8"
11-6^i
11-3r
1 --9r
1 1-0^
1 -9p
11-4- 11-0^
10-9^
.
10'-5^
50
SU
42
50A
11-2"
10�4^
11-2^
10�4"
11-2^
1Q�4^
1 -2"
1�-4^
1l-2"
1O�4^
11-2"
1O�4^
11-2"
1O�1^.
11-1^
Q�11^
1O-111
Q��' |
10'-9^
S�8^ �
1��^ 1O�O^
S�6' g�3^
0�@"
9�1"
' 8�2^
| 8%9^
_
Omnbnox
Carl Putnam, PE
Louver
Spans
are measured
inside to|nsideo(the
attaching header
30Technology Pkwy
3441 by|ink
Place
Suite#400
Lynchburg, VA 24503
OF Te'
Peachtree Corners, G4^
car|putnam@oomoastnmt
ft
—
— -^�°°"=�
nEP122n22
Aa. Tables for Attached Structures with Single Span Louvers with Two Posts ONLY
max Ss= 60% Seismic Design Category C
Ground
Snow Load
10
psf
Table Ala
Ground Snow Load
20
psf
Table A3a
ATTACHED STRUCTURE
Beam ra'Single
0.125'W"W'
Alum
Header Detail B1
Uplift Only
Post Height
(ft) Beam 'a'Single
0,125"x2'rx8" Alum
Header Detail 81
Uplift Only Post Height (ft)
Roof
100 mph Exposure C
Cube Footing
8
10
11
Roof
100 mph Exposure C
8 10 11
Design
or 115 mph Exp.
B
Max Width on
Max
End
Overturning Moment
Design
or 115 mph Exp. B
Max Width on
Max
End Overturning Moment
Load (psf)
A
trib
slab (B-2C)
B
d (in)
(Ibf 1t)
Load
(psf)
A trib
slab (B+2C)
B
d (in) (lbf It)
1 Q )
8
4
257
21,7
24
355
441
483
20 0
a 4
161.0
ly 1
2',, 351.154 388
100
10
6
22 2
20,3
26
444
551
604
20 Q
in 6
12 8
17 7
25 fNO 417 457
10 0
11
6,5
20 2
19,0
26
489
1306
865
20 0
11 5.5
11A
171
25 fr10 446 490
10 0
12
6
Ig e
191
27
133
1161
725
20 r
it 6
1013
1`1 7
2,15 384 475 522
A
10 a
113
6,6
1;1
18 6
27
518
716
785
20 0
13 616
08
162
2n 407 504 553
10L0
14
7
15
18 1
28
522
771
84 C,
20 C
14 7
9 1
15 8
27 430 5�3 "5
Beam 'a' Single
0.125"x2"x8"
Alum HeadorDotall 81
Uplift Only
Post Height
(ft) Beam 'a' Single
0.1126'W'W"Alum
HeaderDetail BI
Uplift Only Post Height (ft)
Roof
116 mph Exposure C
8
10
11
Roof
116 mph Exposure 0
a 10 11
ENE) FOOTING B END FOOTING 0
Design
or 130 mph Exp.
B
Max Width on
Max
End
Overturning Moment
Design
or 130 mph Exp. 8
Max Width on
Max
End Overturning Moment
Load (psf)
A
trib
slab (B+20)
B
d (in)
(Ibf -ft)
Load
(psf)
A trib
slab (8+2C)
B
d (in) (Ibf It)
INSTRUCTIONS FOR USING THESE TABLES
IOLO
8
4
245
26 5
2g
470
583
3119
20 0
8 4
16 0
18.4
26 4" , 0 583 6119
1. These instructions are for a SINGLE SPAN ATTACHED Equinox cover WITH
10 0
10
6
22 2
id L,
28
568
729
7i,9
20 0
10 6
12 a
171
28 588 7aa 799
ONLY TWO POSTS.
10� 0
11
516
202
184
28
646
601
879
kc. 0
11 5.6
11.,3
161,3
29 6413 801 879
2. Determine wind and show foods for structure site area FofL Zero Snow load areas use
10L0
12
6
18 IS
179
29
705
$74
959
20 0
12 6
1Q6
161
29 705 874 059
10 psf for it all o cover; and 20 Pat for act ports or cc to to a on at structures
10 0
13
6.5
17 1
174
30
7n4
�,4'
10,119
200
13 6,5
a 8
15 7
:3n 7 64 147 1 0?9
3 Choose "A" "A' will he limited by maximum rouver panel span
101)
14
7
15'?
17 C1
10
823
1020
1119
200
14 7
9 1
15 3
30 823 1020 1119
4 Determine maximum "B" from tables on this t: age
Table Ala
Table A4a
6 The maximum "C" is 24"
6 Choose Post Height
USE THE BELOW TABLES WHEN
USING AVLESS
THAN THE MAXIMUM
ALLOWED
(MAX ROOF SNOW LOAD FOR THIS TABLE
IS 30 psf,
7 Determine Uplift Footing Size,
Post Height
le it
10 it
Table AS
8 Determine Overturning Moment by cross rndex,ng "A" and Post Height
B+2C (ft)
B+2C (ft)
1
9 Choose Lateral Force Resisting Syst,�m
maxA
I r)
12
14
It
18
20
22
24
10 12
14
16 18
20
22
24
a Moment Frame: "lill" Details
(it)
CV ERTURNING
NI COLENT { LBF'F-T i
These details are ailowed if the moment value shown in the detill is higher
8
355
355
315
355
355
", 5 5
155
155
441 411
441
441 411
441
441
441
100 mph Exposure C
than the Overturning Moment,
10
444
444
444
444
444
444
444
444
e51 551
F 51
5151 551
551
551
551
100 mph Exposure C
t) Moment Resisting Post Connection to Footing: Detail F3-F6
11
48ll
489
489
489
489
4 8t)
489
481,
601" 606
606
rob 608
"Ir"13
(306
606
100 rimpin Exposure C
i Determine "Overturning Moment" from tables on this page
12
533
53 ^
553
11 't
533
513
533
536
661 661
661
t, 61 %1
661 1
0111
661
100 mph Exposure C
ii Choose a "C" (Post) and F " (r adding i Details wi a Moment rating larg or
578
57R
578
678
578
578
578
578
716 15
716
716 716
71t,
716
716
100 mph Exposure C
than the Overturning Moment.
14
622
622
622
R22
612
622
%,22
622
771 771
771
771 771
771
771
—,1
100 mph Exposure C
ii For CCNSTRANED FOOTINGS go to Tables X1 or X2 Cross index the
neqrar¢J footing size from 47 (Uplift Footing Size) 9nd Overturning
Post Height
8 it
10 it
Table AG
Moment to doermino alternate footing si7e
B+2C (ft)
B+2C (fit)
iv, For NON CONSTRAiNED FOOTINGS go to Table X3 orX4, Cross [ndsx
max
10
12
14
16
18
20
22
24
1 10 12
14
16 18
20
22
24
the required tooting size from 4' (Uplift Footing Size) and Overturning
(ft)
OVERTURNING
MOMENT'
([,BF•FT r
Moment to determine alternate footing size
8
470
470
470
470
470
470
470
470
583 583
58:3
683 583
583
583
583
115 mph Exposure
10 Fasten to wall is per Vy"Details
10
588
168
58H
58h
9b9
588
588
588
729 729
120
729 729
"29
729
72q
115 mph Exposure C
11
a4c
646
a46
641,
645
646
b46
6413
80 1 801
801
801 Lot
gal
K, 1
801
1 Is mph Exposure C
FOR STRUCTURES ATTACHED TO 3.6" CONCRETE SLABS
12
-'o 5
705
705
705
7105
705
705
705
$74 874
874
674 874
874
$74
874
111 mph Exposure C SLAB I Follow instructions #1-'3 above
13
764
764
764
764
704
784
764
764
947 947
947
hol-, 94 7
947
�,et 7
o4 7
116 mph Exposure 0 SLAB 2 Maximum strucurre width is "B +2C"
14
82�
823
423
823
82-1
$ 2,+�
823
821,
10 ri
1020 2
1020
10211 1020
1020
1 02,j
1020
115 rare Exposure C tamv,,
SLAB 3 Follow instructer, .
SLAB FolmoagEa abl,,;,, , ral
B+2C (ft)
Table At
Omnimax
SLAB 5 Fasten to wall VV' iit
max A
10
12
14
IN
18
20
22
24
30 Technology Pkvvy
(it)
UPLIFT ONLY CUBE
FOOTING
d (IN)
Suite #400
For Structures using a "B" less than 11h, all-vrl at
8
18
19
20
21
21
22
23
24
100 mph Exposure G
Peachtree Corners. GA
1 Follow ristrucr,, ,, u,
10
10
20
dl
22
23
24
20
25
100 mph Exposure, C
2 Choose a "B" r- .the r,wl,
I I
On
21
22
23
24
25
2C
2tl
100 mph Exposure C
3 Them.surrum'
12
20
21
23
24
20
25
26
27
100 mph Exposure C
4 �hooso Post
—A"
1
21
22
2'
24
25
24�
2-1
8
100 mph Exposure C
OF r t
Determine Ovr-1 -Pei
14
1 21
2"
24
21)
20
z7
28
28
100 mph Exposure C
Carl Putnam, PE
3441 Ivylink Place
- .... �� *Jq
* 11--41
1 1
with the il i r r�i
6 Determine Ubd,f' �r i :-,l
B+2C (ft)
-Table AS
Lynchburg, VA 24503
1 1
7 Follow instructior
max A
10
12
14
16
18
20
22
24
cariputnam@comcast.net
(it)
UPLIFT ONLY CUBE
FOOTING
d (IN)
CART. PVT14AVI'
8
10
19
21
20
12
21
20
22
2425
23
24
213
25
27
26
28
115 mph Exposure C
115 mph Exposure C
93994
0'P-p
11
12
21
22
23
24
24
25
ii
26
27
28
28
28
29
115 mph Exposure C
115 Exposure C
it it ION
2:.
Z
27
08
mph
11
22
24
25
26
27
28
29
aC,
115 mph Exposure
14
23
24
26
27
28
2e
30
31
115 mph Exposure C
Equinox Standard Plan v1 (2021 16--) r12,2022 Page 20 of 51
War. ATTACHMENT TO WOOD FRAMED WALL
#14 Screw wir 1 .5" EMBED in SG=0.5 WOOD (Doug Fir/So Yellow Pine) (DETAIL WI)
TABLE W1 Live Load Ground Snow Loads
10 psf 20 psf psf
357 psf 50 PSI 60 psf
Roof Design+ Dead Load 23.5 psf
13.5 psf psf
24,5 psf 238107 p 3496 p f 45.5 psi 53.9 psf
25 1 33*1 psi
Wind Fastener Spacing Fastener Spacing Fastener Spacing Fastener Spacing
Wind Speed Uplift 8" 16" 24" 1 8" 12" 16 8" 12" 16" 8" 12" 16" 8" 12" 16" J 6" 8" 12" 6" 8" 12" 4" 8"
and Exposure Load (psf) ALLOWABLE Louver Span (ft) ALLOWABLE Louver Span (ft)
95 mph Exposure B 10.6 14 14 9 14 11 8 14 12 9 14 10 7 13 9 6 12 11 7 12 10 6 11 8
100 mph Exposure 6 11,7 14 14 9 14 11 8 14 12 9 14 10 7 13 9 6 12 11 7 12 10 6 11 8
105 mph Exposure B 12.9 14 14 9 14 11 8 14 12 9 14 10 7 13 9 6 12 11 7 12 10 6 11 8
110 mph Exposure 6 142 14 14 9 14 11 8 14 12 9 14 10 7 13 9 6 12 11 7 12 10 6 11 8
115 mph Exposure B 15.5 14 14 9 14 11 8 14 12 9 14 10 7 13 9 6 12 11 7 12 10 6 11 8
120 mph Exposure B 16.8 14 14 9 14 11 8 14 12 9 14 10 7 13 9 6 12 11 7 12 10 6 11 8
130 mph Exposure B 19.8 14 14 9 14 11 8 14 12 9 14 10 7 13 9 6 12 11 7 12 10 6 11 8
140 mph Exposure B 22.9 14 14 9 14 11 8 14 12 9 14 10 7 13 9 6 12 11 7 12 10 6 11 8
95 mph Exposure C 14.8 14 14 9 14 11 8 14 12 9 14 10 7 13 9 6 12 11 7 = 12 10 6 11 8
100 mph Exposure C 16.4 14 14 9 14 11 8 14 12 9 14 10 7 13 9 6 12 11 7 12 10 6 11 8
105 mph Exposure C 18A 14 14 9 14 11 8 14 12 9 14 10 7 13 9 6 12 11 7 12 10 6 11 8
110 mph Exposure C 19.8 14 14 9 14 11 8 14 12 9 14 10 7 13 9 6 12 11 7 12 10 6 11 8
115 mph Exposure C 213 14 14 9 14 11 8 14 12 9 14 10 7 13 9 6 12 11 7 12 10 6 11 8
120 mph Exposure C 216 14 14 9 = 14 11 8 14 12 9 14 10 7 13 9 6 12 11 7 12 10 6 11 8
130 mph Exposure C 27.7 14 12 8 = 14 11 8 14 12 9 14 10 7 13 9 6 12 11 7 12 10 6 11 8
140 mph Exposure C 32.1 14 10 7 14 11 8 14 12 9 14 10 7 13 9 6 12 11 7 12 10 6 11 8
150 mph Exposure C 36.8 14 9 6 14 11 8 14 12 9 14 10 7 13 9 6 12 11 7 12 10 6 11 8
160 fund Exposure C 41,9 14 7 5 14 10 7 14 10 7 14 10 7 13 9 6 12 11 7 12 10 6 11 8
#14 Screw wif 2.5" EMBED in SG=0.5 WOOD (Doug Fir/So Yellow Pine) (DETAIL W2)
TABLE W2 Live Load Ground Snow Loads
10 psf 20 psf 25 psf 30 psf 35.7 psf 41 50 psf 60 psf
Roof Design+ Dead Load 115 psf 23,5 psf 24.5 psf 287 psf 33,5 psf 3913 psf
45L5 psf 53,9 psf
W I Wind Fastener Spacing Fastener Spacing Fastener Spacing Fastener Spacing
Uplift
Wind Speed ift 12" 16" 24" 1 12" 16" 24' 12" 16' 24" 12" 16" 24" 12" 16" 24" 1 12' 16" 24" 8" 12" 16" 8" 12"
and Exposure Load (psf) ALLOWABI E Lou, er Spa i (ft) ALLOWABLE Louver Spat (ft)
95 mph Exposure 6 10,6 14 14 14 14 13 9 14 14 10 14 12 8 13 10 7 12 9 6 12 10 8 11 9
100 mph Exposure B 113 14 14 14 14 13 9 14 14 10 14 12 8 13 10 7 12 9 6 12 10 8 11 9
105 mph Exposure B 12A 14 14 14 14 13 9 14 14 10 14 12 8 13 10 7 12 9 6 12 10 8 11 9
110 mph Exposure B 14.2 14 14 14 14 13 9 14 14 10 14 12 8 13 10 7 12 9 6 12 10 8 11 9
115 mph Exposure B 15.5 14 14 14 14 13 9 14 14 10 14 12 8 13 10 7 12 9 6 12 10 8 11 9
120 mph Exposure B 16,8 14 14 14 14 13 9 14 14 10 14 12 8 13 10 7 12 9 6 12 10 8 11 9
130 mph Exposure 6 19.8 14 14 14 14 13 9 14 14 10 14 12 8 13 10 7 12 9 6 12 10 8 11 9
140 mph Exposure 6 22.9 14 14 14 14 13 9 14 14 10 14 12 8 13 10 7 12 9 6 12 10 8 11 9
95 mph Exposure C 14.8 14 14 14 14 13 9 14 14 10 14 12 8 13 10 7 12 9 6 12 10 8 11 9
100 mph Exposure C 16.4 14 14 14 14 13 9 14 14 10 14 12 a 13 10 7 12 9 6 12 10 8 11 9
105 mph Exposure C 18"1 14 14 14 14 13 9 14 14 10 14 12 8 13 10 7 12 9 6 12 10 8 11 9
110 mph Exposure C 19.8 14 14 14 14 13 9 14 14 10 14 12 8 13 10 7 12 9 6 12 10 8 11 9
115 mph Exposure C 21.7 14 14 14 14 13 9 14 14 10 14 12 8 13 10 7 12 9 6 12 10 8 11 9
120 mph Exposure C 216 14 14 14 14 13 9 14 14 10 14 12 8 13 10 7 12 9 6 12 10 8 11 9
130 mph Exposure C 27.7 14 14 13 14 13 9 14 14 10 14 12 a 13 10 7 12 9 6 12 10 8 11 9
140 mph Exposure C 32A 14 14 11 14 13 9 14 14 10 14 12 8 13 10 7 12 9 6 12 10 8 11 9
150 mph Exposure C 36.8 14 14 9 14 13 9 14 14 9 14 12 8 13 10 7 12 9 6 12 10 8 11 9
160 men Exposure C 41.9 14 12 8 14 12 8 14 12 8 14 12 8 13 10 7 12 9 6 12 10 8 11 9
Equinox Standard Plan fil (2021 16--) q12,2022 Page 47 of 11
Ormimia",
30 Tc-chrrolouy Pkvfv
Suit,: -1400
Peach"Ir' cotn-s' GA
Carl Vlwn,m PE
3441 !vyiwk Piact�
Lynchbuio, VA 24503
cariputnam@comcast.net
Instructions
I Determine o/c spacing of the wood framing.
2 Pick a detail (WI or W2) appropriate for the project
appropriate for the project
3 Cross index on Table W1 or W2 the wind speed,
exposure and snow load for your area.
4 Choose a fastener spacing that allows the louver
span for your project and is consistent with your
wall.
Exi. The table requires 8" spacing and your studs
are 16" o/c, use two screws per stud.
Ex2. The table requires 16" spacing and your studs
are 24" o/c, use 2 screws at every framing
member. (24" /2 = 12" < 16" OKI)
5 Follow all manufacturer's instructions
Xb. MOMENT RESISTING FOOTING SIZE for Non Constrained Footings
far Detail F5,, Limit for Det3,1 Cl:,,
Table X3
Uplift Overturning Moment (IbF'ft) NON CONSTRAINED CUBE FOOTING SIZE
Footing (in) 400 500 Goo 700 Soo 900 1000 1100 1200 1300 1400 1600 1600 1700 1800 1900 2000 2600 3000 3500 4000 4600 5000 6000 7000
is 22 24 25 2 27 27, 28 29 213 10 zi 31 " 2 32 3333" f 37 n 40 41 42 44 4u
20 22 24 25 26 27 27 28 29 29 30 31 31 32 ',2 3 33 35 37 38 40 41 42 44 46
21 22 24 25 2a 27 27 28 29 29 30 31 1 32 2 13 M 33 35 38 40 41 42 44 46
22 22 24 25 2r' b7 27 28 20 L9 30 31 u1 12 32 -, 3 33 3, W 18 40 41 42 44 46
23 23 24 25 26 27 27 28 2t) 29 30 31 31 32 32 33 33 35 3- 38 4 Q 41 42 44 46
24 24 24 21 26 27 27 28 29 21) 30 s, 1 31 32 3 3 3:< 35 3-1 38 40 41 42 44 4
25 25 25 25 2,3 27 27 d H 29 29 30 31 31 32 2 33 33 3135 37 '=,8 40 41 42 44 46
26 2C 26 26 26 2,7 27 28 29 29 30 31 31 32 12 33 33 35 37 36 40 41 .12 44 4 r,
27 2- 21
27 2-
27 27 29 29 29 '0 37 31 .32 12 33 35 38 40 41
42 44 4o
28 28 282828 28 18 28 2.� 29 30 31 31 32 3L 33 3315 3 38 40 41 42 44 46
29 2 E,, 29 29 29 29 29 29 29 29 30 31 31 32 32 3 35 )7 38 40 41 4z 44 4o
30 30 30 30 -�(o 3(` 30 30 ?rr 30 31 51 32 12 33'3 35 38 40 41 42 44 46
31 31 1 31 �1 31 31 1 1 "1 31 31 31 ;2 32 33 33 35 37 38 40 41 42 44 46
32 132 32 12 32 112 32 32 32 12 32 32 31. 32 12 33 3 f 33 38 - 36 40 41 42 44 46
33 3.3 33 3 3o 33 33 33 3'3 3 'pS 37 38 40 41 42 44 4ri
34 34 344 "4 1
34 34 34 '4 '.34 34 34 34 3 ?4 ::414 4 34 35 38 40 41 42 44 4in
36 36 15 ?5 35 35 35 35r5 39 35 35 36 35 3- 216 40 41 42 44 46
36 36 313 36 36 '16 36 35 3G 36 30 36 36 36 16 3E, 363r; 3o ',37 .18 40 41 42 44 4r
37 37 17 3r 7 .7
37 37 31, 7 3 7 �7 37 f7 o7 37 6 7 W. W.
-
11 37 38 40 41 42 44 46
38 39 :38 38 118 38 8 18 38 a$ 18 �8 42 38 38 .38 ��e 38 118 40 41 44 4o
39 38 39 39 39 34 39 19 3H 39 39 i9 35 39 38 39 39 31) 39 19 39 40 41 42 44 46
40 41) 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 4 if, 40 41 42 44 46,
Table X4
Uplift Overturning Moment (Ibf1ft) NON CONSTRAINED SMALLEST FOOTING WIDTH x WIDTH x DEPTH
Footing (in) 400 Soo 600 700 Soo 900 1000 1100 1200 1300 1400 1600 1600 1700 1800 1900 2000 2500 3000 3600 4000 4500 5000 6000 7000
18 1!,-,x11x27 1414,30 1,3x I fnt' 2 13x I ',Xjp I �X I ',' 7 12x12x 39 72x12x4l 12x12x4, I lyl 104 1 1x1 1x46 I lxl I x48 I I x1 lx4O 11 xl lx5l 11x11x52 l0x10)r54 14x I 0x15 1 0x1Qxgo 1 ijx1(1x63 9x9x,8 9x9x74 trx9x78 cix6x8'• 8x8x88 8x8x90 7x7x104
20 15x 1 6x26 I ox15x29 I 5x15x3l 14x 14x3,1 14x 14xn 14x14x37 131 x I ^,x 139 13x13x4l 1ix 12',X4?. 12x 12x44 12x I Zx4,3 12x 12x4 .7 12XI 2X49 12m 1 2xrO 12x12x52 1 lx I lx53 11x11x54 llxllxCO I Qx I 0x,30 lml10x71 10X1Qx75 jx9x80 gx9x84 9xki)2 80x100
21 1808xz.5 17x17x28 16x lrx3O 16x 16x32 19x I 5x34 I oxl bx36 1 8xl 5x38 14xi4x4,.'j 14.14x41 14.14)(43 1 3x Ifx44 13x13x46 13xl 3x47 I 3xl gx48 13x13x5t) 13x 13x61 12x12x52 12x 12x58 1 lxllxo3 11Y11xP8 1(fxl0x7? 10x10x77 10x16x81 9x9,<E9 QX906
22 19x1nx24 19tx19x27 18x1f$x29 1 7xl" , rf31 I707x33 1f,,xt Cy 35 1141k37 11506x38 15x I flx40 15x15r<4 I 1505x43 14x14x44 14x14x45 14x14x47 14x14x48 14140 1404,10 1 31x l 3x 5d 12x 1 2x6 1 12x 12 x 1, s 11 x 11 x7 (I 11x11X74 11 xi 1 x78 10x I Ox80 I Ox 1 6xW
23 21 x2 1 x24 20x20x26 Iry I 9x28 1 9x 19x30 1 8x 18x32 18x18x34 1707x36 17x1-,x,1,7 1 -, 1 7x'9 1 x 10x40 16x16x41 1Ax16x43 15x16o<44 15x 1 5x,15 15XJ 5X47 15x 15x41f 15xl5x4a 14x 14v54 13x 13x59 13x 13x64 i3x113x6ti o I 1xI 1x8?' 1 1XI IX89
gr� �2xjl Ix-, "o"
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26 27x27x22 25x25x24 24x24x26 2424x2t3 23x2.,x3 ) 22x22x31 22x22x?.3 21x2104 21x2 1x3o 21x21x3'.' 20x20x,8 20x2LIx '�l 20x20x40 19xl9x41 11)x19x43 10x1gx44 19x I 9x45 18xl8x50 17x17x54 1 6x1i 6 x58 11,x16x62 11x15x,36 15xl 5xstj 14X14x75 14xl4x81
27 29x29x21 27,,27x23 26x26x25 25x25x27 25x25x2g 24x24x30 24x24x,2 21x21x3— 2,x23x.,4 22x22x36 22x22x37 21x21x38 21x21x,39 21x21x40 2lx21x41 20x20x42 20x20x44 19x19x48 18x18x53 18X18x5C 17X17,x6i) 17Y17X64 16x 16x6T 16k1gx73 15x 15x70
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36 .1 X4 ::x4-t, 4 x I x,'4 41x41x25 41x41x26 40x4f)x27 390:'x28 38x.38x2`e 38x38x3Q '37x3'x32 36x.35x33 '(,x36x34 35v3505 3 o x x 1, u ? 31 x 3 9 32x.,2x4? 3 1 x '. 1 x4 (3 30x,10v4f) 29x2:+x52 28x28x54 27Y27x5p 2px26x63
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to t X�3 4sX46x24 45x4Cx25 44x426 41x4,x27 42x42x28 42x42x2) 4Ix 1X30 4.K4061 40x4rx32 3�AxbPx3,t 39x39x3,% 38x3&34 j7xv7x�8 S505x4l 34x34x44 3x 34 v x52 'o0x3Oxf7 29r:29xEl
Q2 48X48x24 47x47x25 46x4flx2e 45x45x2- 44X44x28 44x44x29 43x,i.x," 42Y4200 42x42x31 4lx41x,12 41x41x33 40x40x,4 38x38v37 37x37x4r) 36x36x43 35x's5.481 r4x3449 '3X'3.51 '�1.31xE6 30x30x1,1.)
.'xi2 51x51x23 49x49X24 48x48x25 4?Y47x2F, 47x47x27 46x46x28 4505x29 45x45x3i.) 44x44x31 43x43x3.2 41x43Y32 42x4zx'— 40x40x37 3969x40 37x17x43 36x36x45 35x35x48 ?4x3450 '�2x32x59
1, iti, xhdrtestcrtnension should use tenor along the largest dimension Omnlmax
30 Technology Pkwy
`Fattached ; 5" concrete slab. Footings WITH a 3.5" concrete slob are constrained and may use Tables X1 or, X2 Suite #400
p q,r Overturning Moment to size the footing Peachtree Comers, CA
I i� I.Mornerit = 400 lbflft roquhres.i large flat footing othiChrilly no too og forthe Site, increasing Overturning Moment gives a smaller footprint
Moment = 3500 1bfft requires a thin deep looting that is difficult to did Increasing Uplift Feeling makes it emser,
Equinox Standard Plan v1 (2021 16--) fr!2,2022
Page 50 of 51
Carl Putnam, PE
3441 Ivylink Place
Lynchburg, VA 24503
carlio utnam@co mcast not
If
w
SEP 12 2022
Y. REQUIRED FASTENERS FOR POST CONNECTIONS AND RETURN BEAM ALTERNATIVES
TABLE Y'i Required Number of
Fasteners for Shearing Loads
min t (in) >»» 0.125 0.125 0A 25 0.1875
V1 V2 V3 V4
Uplift Net 625 1442 1923 2651
Footing Uplift #14 3/8" 112" 1/2"
d (in) (Ibf) SDS Bolt Bolt Bolt
20 417 1 1 1 1
21 482 1 1 1 1
22 555 1 1 1 1
23 634 2 1 1 1
24 720 2 1 1 1
25 814 2 1 1 1
26 915 2 1 1 1
27 1025 2 1 1 1
28 1143 2 1 1 1
29 1270 3 1 1 1
30 1406 3 1 1 1
31 1552 3 2 1 1
32 1707 3 2 1 1
33 1872 3 2 1 1
34 2047 4 2 2 1
35 2233 4 2 2 1
36 2430 4 2 2 1
37 2638 5 2 2 1
38 2858 5 2 2 2
39 3090 5 3 2 2
40 3333 6 3 2 2
41 3590 6 3 2 2
42 3859 7 3 3 2
43 4141 7 3 3 2
44 4437 8 4 3 2
45 4746 8 4 3 2
46 5070 9 4 3 2
47 5407 9 4 3 3
48 5760 10 4 3 3
49 6128 10 5 4 3
50 6510 11 5 4 3
TABLE Y2
min t (in) »»>
Uplift
Footing
d (in)
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
50
Net
Uplift
(Ibf)
417
482
555
634
720
814
915
1025
1143
1270
1406
1552
1707
1872
2047
2233
2430
2638
2858
3090
3333
3590
3859
4141
4437
4746
5070
5407
5760
6128
6510
Required Number of
Fasteners
for Tensile Loads
0.125
0.125
0.125
T1
T2
T3
266
721
962
#14
318"
112"
SDS
Bolt
Bolt
2
1
1
2
1
1
3
1
1
3
1
1
3
1
1
4
2
1
4
2
1
4
2
2
5
2
2
5
2
2
6
2
2
6
3
2
7
3
2
8
3
2
8
3
3
9
4
3
10
4
3
10
4
3
11
4
3
12
5
4
13
5
4
14
5
4
15
6
5
16
6
5
17
7
5
18
7
5
20
8
6
21
8
6
22
8
6
24
9
7
25
10
7
AllowedTable Y3 for Multi le Return Beams0. 25'x2x8's required (Detail B1)j 1 5 3 1 7 1 8
0.25"x4x8's required (Detail B3)1 2 2 2 3 3
Nomenclature
SDS= SELF DRILLING SCREW
0.1875
0A875
BOLT= ASTM A307 STEEL BOLT
T4
T5
ALL BOLTS REQUIRE A STEEL WA.'4-h- t
1082
1442
EQUAL TO TWICE THE BOLT DIAf,11- 11: t?
3t8"
112"
min t = minimum thickness metal in the con°, _Ce , M
Bolt
Bolt
for tensile connections took at brace? ;m j r:,_a:1-<
1
1
for shear connections look at post an,; :: _:...,;
1
1
Shearing Load = load is transverse to the f ,t,,,•:,: jr..:
1
1
Tensile Load = load is parallel to the fastenci
1
1
1
1
1
1
INSTRUCTIONS
1
1
1 Know the required UPLIFT footing, "d". it om the llabin� In section, A,l
1
1
2 Determine the minimum metal thickness, "min t", of the connection
2
1
3 Cross index the "d" and the desired fastener with the correct "min t"
2
1
4 Choose a fastener pattern that is symmetric. If double beam
2
1
(Detail 132) then split the fasteners evenly among them
2
2
5 You may need to add a fastener to ensure they are evenly divided.
2
2
6 The minimum spacing between fasteners Is 4x the root diameter
2
2
(#14 SDS = 0.25" >> 4D = 1 ") of the fastener
2
2
7 Minimum edge distance is 2x the root diameter of the fastener
3
2
8 All horizontal fasteners in post connections must comply only with
3
2
Table Y1
3
2
9 For posts using Details F3-F6 (moment resisting post/footing
3
2
connection) all vertical fasteners must comply with Table Y2
3
3
10 For posts NOT using Detail F3-F6 then all vertical fasteners must
4
3
comply with Table Y2 AND the appopriate Detail of MI-M3
4
3
4
3
Omnimax
4
3
30 Technology Pkwy
5
4
Suite #400
5
4
Peachtree Corners, GA
5
4
5
4
6
4
6
5
Carl Putnam, PE
7
5
3441 ivylink Place
Lynchburg, VA 24503
cariputnam o@comcast.net
P 12 2022
Equinox Standard Plan v1 (2021 1&--) Q12,2022 Page 51 of 1,1
| GENERAL NOTES: ' PL/lKj VIEW
l, DESIGN COMPLIES WITH 2021 IBC,
2, LIVE LOAD' 10psf
GROUND SNOW LOAD' 5tbs/ft2
3, F'c=2500ps| FOR ALL NEW CONCRETE
4� ALL BOLTS ARE A3TM A307
ALL SELF -DRILLING, SELF -PIERCING,
SELF -TAPPING' OR SHEET METAL SCREWS
WILL CONFORM TO lCC E3R 1271, 1408,
1976' 2196' 3006' 3215' 3223^ 3231' 3294'
3332' 3528, OR 3558
5. ALL STEEL SHALL BE
PROTECTED/COATED/ PAINTED/
GALVANIZED PER IBC SECTION 2203
6, FASTENER INSTALLATION PATTERNS
SHOULD BE SYMMETRICAL AND EACH
FASTENER SHOULD HAVE MINIMUM OF 4x
DIAMETER SEPARATION FROM OTHER
FASTENERS AND FROM MATERIAL EDGE,
7, ALL DETAILS ARE REFERENCED ARE
FROM THE EQUINOX STANDARD PLANS
8, LOCATI0*FELTON RESIDENCE
| 1414 VYCLIFF ST.
� GRAPEVINE' TX 76051
|SCALE: 1/4^=1'
M
4' MAX
(OVER RAFTERS)
/ LOUVER (DETAIL AI)
`POST /oBEAM CONNECTION
(DETAIL Gl)
POST TO FOOTER
CONNECTION
(DETAIL F3-F7)
BEAMS (DETAIL III)
6 A , /
/24'x24'x4l' SOLID
CONCRETE FOOTERS
' FRONT ELEVATION
eu
(EACH SIDE) t I 'r,
|`< MAX
RAFTERS
EXISTING
EXTERIOR
WALL/
SEGMENT (CI)
INSIDE aor
BRACKET 05)
-#mSCREW v/r
STEEL WASHER
MIN PEN
DETAIL NT
CARLpuTNAM
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