BPAT2017-0008VOICE (760) 777-7125
78-495 CALLE TAMPICO 045,0&
LA QUINTA, CALIFORNIA 92253 ® . FAX (760) 777-7011
DESIGN & DEVET DEPARTMENT INSPECTIONS (760) 777-7153
BUIL IL
RPfr18 0 3 2017
Date: 2/3/2017
Application Number: BPAT2017-0008 CITYOFLA QUIN�Qwner: 0 '.i
Property Address: 43583 BORDEAUX DR DESIGN AND DEVELOPMENT �t�IARK ARMENTROUT
APN: 609580020 TMAUX
Application Description: ARMENTROUT RESIDENCE / PATIO COVER LA QUINTA, CA 92253
Property Zoning:
Application Valuation: $5,000.00
Applicant:
CRYSTAL BLUE POOLS AND PATIOS
31166 ORANGE AVENUE
NUEVO, CA 92567
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my License is in full force and effect.
License Class: C53, B. C-8. C27 License No.: 8466843 f
Da gY j'7Z —� Contractor X //� /\
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State
License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any
city or county that requires a permit to construct, alter, improve, demolish, or repair
any structure, prior to its issuance, also requires the applicant for the permit to file a
signed statement that he or she is licensed pursuant to the provisions of the
Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division
3 of the Business and Professions Code) br that he or she is exempt therefrom and the
basis for the alleged exemption. Any violation of Section 7031:5 by any applicant for a
permit subjects the applicant to a civil penalty of not more than five hundred dollars
($500).:
( ) I, as owner of the property, or my employees with wages as their sole
compensation, will do the work, and the structure is not intended or offered for sale.
(Sec. 7044, Business and Professions Code: The Contractors' State License Law does not
apply to an owner of property who builds or improves thereon, and who does the work
himself or herself through his or her own employees, provided that the improvements
are not intended or offered for sale. If, however, the building or improvement is sold
within one year of completion, the owner -builder will have the burden of proving that
he or she did not build or improve for the purpose of sale.).
(_) I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project. (Sec. 7044, Business and Professions Code: The Contractors'
State License Law does not apply to an owner of property who builds or improves
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to
the Contractors' State License Law.).
(_) I am exempt under Sec. . B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for
the performance of the work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name
Lender's
Contractor:
CRYSTAL BLUE POOLS AND PATIOS
31166 ORANGE AVENUE
NUEVO, CA 92567
(951)906-2761
Llc. No.: 846843
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by Section 3700 of the Labor Code, for the performance
Ar -
of the wort' which this permit is issued.
I -have and will maintain workers' compensation insurance, as required by
SectionT3 00 of the Labor Code, for tha performance of the work for which this permit
is issued. My workers' compensation-nsurance carrier and policy number are:
Carrier: SOUTHERN INSURANCE COMFANY Policy Number: OWC1005100
I certify that in the performance of the work for which this permit is issued, I
shall not employ any person in any manner so as to become subject to the workers'
compensation laws of California, and egree that, if I should become subjecttothe
workers' compensation provisions of S°ction 3700 of the Labor Code, I shall forthwith
comply with those provisions.
Datez,-Or' Applicant
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TC CRIMINAL PENALTIES AND CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS (3100,000). IN ADDITION TO THE COST OF
COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE,
INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT: Application is hereby made to the Building Official for a permit subject to
the conditions and restrictions set fort i on this application.
1. Each person upon whose behalf tF is application is made, each person at whose
request and for whose benefit work is performed under or pursuant to any permit
issued as a result of this application , t1he owner, and the applicant, each agrees to, and
shall defend, indemnify and hold harmess the City of La Quinta, its officers, agents, and
employees for any act or omission related to the work being performed under or
following issuance of this permit.
2. Any permit issued as a result of the application becomes null and void if work is
not commenced within 180 days from fate of issuance of such permit, or cessation of
work for 180 days will subject permit to cancellation.
I certify that I have read this application and state that the above information is correct.
I agree to comply with all city and county ordinances and state laws relating to building
construction, and hereby authorize representatives of this city to enter upon the
above-mentioned property for inspectbn purposes.,
Date: 2-7 Z _)Signature(Appfican�Agent):
'1116P11.
Date: 2/3/2017
Application Number: BPAT2017-0008 Owner:
Property Address: 43583 BORDEAUX DR MARK ARMENTROUT
APN: 609580020 43583 BOEDEAUX
Application Description: . ARMENTROUT RESIDENCE / PATIO COVER LA QUINT<., CA 92253
Property Zoning:
Application Valuation: $5,000.00
Applicant: Contractor:
CRYSTAL BLUE POOLS AND'PATIOS CRYSTAL BLUE POOLS AND PATIOS
31166 ORANGE AVENUE 31166 ORANGE AVENUE*
NUEVO, CA 92567 NUEVO, CA 92567
(951)906-2 l
Llc. No.: 846843
---------------
Detail: 480 SF ALUMAWOOD PATIO COVER AT REAR YARD. THIS PERMIT DOES NOT INCLUDE ELECTRICAL INSTALLATIONS. 2016 CALIFORNIA BUILDING
CODES.
FINANCIAL •• •
DESCRIPTION ACCOUNT QTY AMOUNT
BSAS SB1473 FEE
101-0000-20306 0 $1.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
Credit Card Fee
101-0000-43505
0
$3.67
Total Paid for Crec it Card Fee: $3.67
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PATIO COVER, STD, OPEN
101-0000-42404
0
$101.84
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PATIO COVER, STD, OPEN PC
101-0000-42600
0
$100.32 .
Total Paid for PATIO COVER / COVERED PORCH / LATTICE: $202.16
DESCRIPTION
ACCOUNT
QTY
AMOUNT
SMI - RESIDENTIAL
101-0000-20308
0
$0.65
Total Paid for STRONG MOTION INSTRUMENTATION SMI: $0.65
Bin #
Permit ,#
I - n
/ roject Address: U
�00
S
City of La Quinta
Building U Safety Division
78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-701,2
Building Permit ppfrcation and TrackingSheet
wner's Name:
A. P: Nuinber:
Address: , 3 /-%J(/t.
Legal Description:
City, ST, Zip:
ontractor:
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Tel e hon c:
Address:
Project Description:
City, ST, Zip:
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Telephone:
one:
State Lie. # :
City Lie. #;
Arch., Engr.; Designer:
Address:
City, ST, Zip:
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Telephone:
one:
aneY
Con iructi n Type: Occupancy:
:
State ,.
S to Li . #
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Project type(circle one): New Add'n Alter Repair. Demo
0
Name of Contact Person:`�
Sq. Ft.:
#Stories:
# Units:
Telephone # of Contact Person:
-/-2/
stimated Value of Project: br— u
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rcc'd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calks.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance.
Tit!e 24 Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechaniczl
Grading plan
2°" Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Pcrson
Plumbing
Grant Deed
Plans picked up
S.M.I.
I"I.O.A. Approval
Plans resubmitted
Grading
IN I-IOUSE:-
Jrd Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
Sch 61 Fees,
—
-Total Pcrn_it Fees
CRYSTAL BLUE POOLS & PATIOS
To Whom It May Concern:
Kelly Lambeth is authorized to pull permits under our Contractor's License #846843.
Charles Tasker
CEO
951-906-2761
Crystal Blue Pools and Patios
77711 Flora Rd. #102
Palm .Desert, CA 92211
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LA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATE/7*'//-7 BY _-_
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CITY OF LA QUI STA'
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATE78Y
Sr�r�U-
Pv1dW
ivmenmax txterior home rroauctS Aiumawooa m Patio Cover, Carport and Commercial Structure Engineering 2015 IBC
PAGES DRAWING
2 PAGES GN01-2015
G N 02-2015
1 PAGE
2 PAGES SC01-2015
SCO2-2015
3 PAGES
22 PAGES
4 PAGES LT01-2015
LT02-2015
LT03-2015
LT04-2015
4 PAGES
23 PAGES
4 PAGES NP01-2015
NP02-2015
NP03-2015
NP04-2015
9 PAGES CD01-2015
CD02-2015
CD03-2015
CD04-2015
CD05-2015
CD06-2015
CD07-2015
CD08-2015
CD09-2015
10 PAGES Misc1 a-2015
M isc1 b-2015
Misc2-2015
Misc3-2015
M isc4-2015
Misc5a-2015
Misc5b-2015
M isc6-2015
M isc7-2015
Misc8-2015
SECTION DESCRIPTION
GENERALNOTES
PROFESSIONAL ENGINEERING STAMPS PAGE
SOLID PANEL STRUCTURAL CONFIGURATIONS
ALUMAWOOD STRUCTURAL CONFIGURATIONS
SECTION 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES
SECTION 2.0 POST SPACING, POST TYPE AND FOOTING SIZE FOR LATTICE COVERS
COMPONENT PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURES
SECTION 4.0 SOLID COVER PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES
SECTION 5.0 POST SPACING, POST TYPE AND FOOTING SIZE FOR SOLID COVERS
COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTS
COMPONENT PARTS AND CONNECTION DETAILS
CITY OF ''a C��9lS T
B�,� L�,N� �� SAFETYA
DEPT.
lip
FOR CONSTRUCTION
� I f
;�!Iz/f-?'
MISCELLANEOUS DETAILS DEC 19 2016
MISCELLANEOUS DETAILS
FAN BEAM DETAILS
7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES
7.0 FOOTING AND SLAB ATTACHMENT TABLES
7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS
7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS
7.0 FORCES ON EXISTING STRUCTURES
STRUCTURAL PROPERTIES OF BEAMS, FASCIA, PANELS AND RAFTERS FOR USE BY DESIGN PROFESSIONALS
CONCRETE SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS
December 19, 2016
GENERAL NOTES:
1. DESIGNED IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE.
2. ALUMINUM DESIGN IN ACCORDANCE WITH THE 2015 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
DESIGN LOAD
10 PSF
10 PSF
LIVE LOAD ONLY
20 PSF
20 PSF
LIVE LOAD ONLY
25 PSF
21.0 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
FOR 0.25/12 < SLOPE < 1/12
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 II. 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 HIGHER 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 RESISTING 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 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 1605.3.1.1 AND NO FURTHER INCREASES ARE PERMITTED FOR PATIO COVERS RESISTING
WIND OR SEISMIC FORCES.
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 OR 2 PAGES)
c. RAFTER SPAN TABLES (FOR LATTICE STRUCTURES), PANEL SPAN TABLES FOR SOLID COVER
STRUCTURES) OR BOTH (FOR COMBINATION STRUCTURES)
d. HEADER POST SPACING, FOOTING SIZE AND POST TABLE FOR LIVE/SNOW AND WIND LOAD
e. ALL APPROPRIATE DETAILS
f. OTHER DOCUMENTATION REQUIRED BY LOCAL BUILDING AUTHORITY.
5. CONCRETE MIX: CONCRETE WILL MEET THE DURABILITY REQUIREMENTS OF ACI 318-14. 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.
6. 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 SHALL BE LESS THAN 30'.
9. 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.
10. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS MAY BE USED. 3004H2x ALUMINUM
MAY BE SUBSTITUTED FOR 3004H3x.
DEC 19 2016
Amerimax28921 USHwy74
EXTERIOR HOME PRODUCTS Romoland,CA92585
CMP
NONE j21H„PA" GENERAL NOTES
ICC ESR 1398 (2015 IBC) 12/19/2016
Page 1 of 83
ENGINEER'S STAMP
GN01-2015 1 1 OF 2
GENERAL NOTES:
(CONTINUED FROM SHEET NO. 1
11. STEEL FASTENERS SHALL BE EITHER STAINLESS (3000 SERIES), GALVANIZED OR DOUBLE
CADMIUM PLATED. BOLTS SHALL BE ASTM A-307 HOT DIPPED GLAVANIZED, MECHANICALLY
GALVANIZED, ZINC ELECTROPLATED, ALUMINIZED OR 300 SERIES STAINLESS STEEL. CONCRETE
ANCHOR BOLTS ARE SPECIFIED IN THE DETAILS. ALL WOOD SCREWS MUST COMPLY WITH
ANSI/ASME STANDARD B18.6.1 AHD AND AF&PA NDS-05 11.1.4. ALL LAG SCREWS MUST COMPLY
WITH ANSI/ASME B18.2.1 AND AF&PA NDS-05 11.1.3. 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. EMBEDDED POST SURFACES SHALL BE CLEAN AND FREE FROM OILY SURFACES.
13. HEADER SPLICES SHALL NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE THAN
THE FIRST INTERIOR POST. (EXCEPT FOR FULL STRENGTH SPLICES) FULL STRENGTH SPLICES
(DETAILS U, AND X) MAY BE LOCATED ANYWHERE.
14. ALL SELF DRILLING AND SELF TAPPING SCREWS MUST COMPLY TO ICC- ESR 1271, 1408, 1976,
2196, 3006, 3215, 3223, 3231, 3294, 3332, 3528, 3558 OR EQUIVALENT AND USE HEADS W/
DIAMETERS EQUAL TO #8 =16", #10 = e", #12 = 32" AND #14 = �' 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 SOLID ROOF PANELS ARE CLASS A FIRE RATED AS INDICATED BY THE EXCEPTION
#2 IN IBC SECTION 1505.2.
17. STRUCTURES MAY BE ATTACHED TO EAVE OVERHANGS PER SCHEDULE.
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 FAYING SURFACES SHALL BE PAINTED OR
OTHERWISE SEPARATED IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL PART I -A
SECTION 6.7.
19. WHEN A SINGLE SPAN ATTACHED UNIT IS ATTACHED TO A WOODEN DECK, THE MAXIMUM
DEAD LOAD + LIVE LOAD FROM THE PATIO COVER IS 750 LBS AND THE POST SPACING SHALL NOT
EXCEED THAT SPECIFIED FOR ATTACHING TO A CONCRETE SLAB. THE MAXIMUM CONNECTION
UPLIFT LOAD IS 1162 LBS FOR 115 MPH EXP C WIND SPEED. CONNECTIONS ARE FOR MAXIMUM
PATIO ROOF HEIGHTS OF 12 FT FROM GRADE. THE EXISTING DECK STRUCTURE MUST BE
ADEQUATE TO SUSTAIN THESE ADDITIONAL LOADS. THE STRUCTURAL ADEQUACY OF THE DECK
TO SAFELY SUSTAIN THESE ADDITIONAL LOADS WILL REQUIRE APPROVAL BY LOCAL BUILDING
AUTHORITY OR ADDITIONAL ENGINEERING. SEE DETAIL L13, N12 ORAL. CONSTRUCTION OUTSIDE
OF THESE PARAMETERS MAY REQUIRE ADDITIONAL ENGINEERING.
ICC ESR 1396 (2015 IBC) 12119/2016
20. 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 #3.
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 constrined footings and are limited to the
Ss shown in Section 2.0 or 5.0.
21. DRIFTING SNOW IS ADDRESSED IN DETAIL M4. 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
1403.2 (WALLS) AND/OR 1503 (ROOFS), WHICHEVER IS MORE APPROPRIATE.
24. AT LEAST ONE HORIZONTAL DIMENSION OF THE COVER (PROJECTION OR WIDTH) SHALL BE
LESS THAN 30'
GENERAL NOTES FOR LATTICE STRUCTURES:
(PERTAINS TO LATTICE STRUCTURES ON DRAWINGS SCO2-2012 AND LT01-2015 THRU LT03-2015.)
1. SEE GENERAL NOTE #3 FOR LIVE AND SNOW LOADS.
2. NOTE INTENTIONALLY LEFT BLANK.
3. SINGLE SPAN ATTACHED LATTICE STRUCTURES THAT DO NOT USE DETAIL L29 MUST COMPLY
WITH TABLE L1 AND L2 ON SHEET M5.
Amerimax- 28921 US Hwy74
EXTERIOR HOME PRODUCTS Romoland, CA 92585
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Page 2 of 83
ENGINEER'S STAMP
GN02-2015 2 OF 2
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3'XB' ALUM HEADER
3'X8' STEEL C
DOUBLE ALUM HEADER
DOUBLE STEEL C BEAM
LATTICE OVERHANG 36' MAX
24' MAX FOR 30 PSF SNOW
LOAD OR HIGHER �_
MIN 3,5' CONCRETE SLAB I
REQ'D W/ CONSTRAINED I
FOOTINGS
2ME SPAN ATTACHED
IATTICE STRi1CFl R
❑'HANG
MAXIMUM
RAFTER
OVERHANG
IS 257 OF
POST HT.
ATTACHMENT TO MIN 4'
CONCRETE SLAB W/O FOOTINGS
MAY BE USED WHERE PERMITTED
SEE SCHEDULE
UVES• OflECT04 FASCIA
MIN. LEN rCiH ! �r Y4
PROVIDE 1 1/—
DRAIN
MULTISPAN UNITS
REFER TO GENERAL
NOTE 22.
-COVER PANEL
OVERHANG
SVINT
SEE SCHEDULE FOR —
FOOTING SIZE
LVI21:a:I. ffcc
LATTICE OVERHANG
36' MAX
24' MAX FOR 30
PSF SNOW LOAD OR
HIGHER
LATTICE HEADER W/ OR
W/o STEEL "C" BEAM
FOR BEAM WRAP DETAIL
DEFAIL 'L18'.
MIN 3.5' CONCRETE SLAB RE013—.-
W/ CONSTRAINED FOOTINGS
SEE SCHEDULE FOR SIZE
DETAIL L29 ONLY
MIN 3,5' CONCRETE SLAB
REQ'D W/ CONSTRAINED
FOOTINGS
TWA
TW—
TW
{
TW
FREESTANDING STRUCTURE ATTACHED STRUCTURE
TRIBUTARY WIDTH 4TW5 DIAGRAM
ICC ESR 1398 (2015 IBC) 12/19/2016 Page 4 of 83
2'x, 3'x8' OR
3'x3' ALUM RAFTERS
LATTICE:
SEE DETAIL L3MIN3.5' CONCRETE
3
Ns� a pyU�
REQ'D W/ CCONSTRAINEDB r T�IPAOE�ST 0"
FOOTINGS
� f
RAFTER SPAN
a SPAN)
OR MORE SPANS
— ALUMINUM RAFTERS
OF CLEAR SPAN
SINGLE SPAN FREE51'ANOlNG �� J LACE 3/8" 0X 9"
LAMCL STRU
SEE SCHEDULE FOR SIZE
DETAIL L29 ONLY
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SHEET
DEC 19 2016 ENGINEER'S STAMP 0 MR SCO2-2015 2 OF 2
SECTION 1.0 LATTICE 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 RAFTER FROM SECTION 1.0 THAT HAS
ADEQUATE CLEARSPAN,FOR YOUR NEEDS.
5. DETERMINE TRIBUTARY WIDTH FROM TABLE 11 OR CALCULATE
FROM TRIBUTARY DIAGRAM ON SCO2 PAGE 2 OF 2
6. LOCATE HEADER TABLE IN SECTION 2.0 W/ CORRECT PARAMETERS
a. GROUND SNOW LOAD, SEE GEN NOTE #3
b. LIVE LOAD, SEE #3 ABOVE
c. WIND SPEED, SEE GEN NOTE #3
d. EXPOSURE, SEE GEN NOTE #3
e. SEISMIC, SEE GEN NOTE #3
f. ATTACHED OR FREESTANDING
g. a-e ARE SET BY YOUR LOCAL BUILDING AUTHORITY
7. CHOOSE A HEADER FROM TABLES IN SECTION 2.0 THAT HAS ADEQUATE POST SPACING
B. DETERMINE FOOTING SIZE
USE THE UPLIFT FOOTING IF BOTH OF THESE CONDITIONS ARE MET
a. STRUCTURE IS ATTACHED TO AN EXISTING STRUCTURE
b. TABLES Ll AND L2 ARE SATISFIED
c. GO TO #9a
DEC 19 2016
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 L29 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: A 40" UPLIFT FOOTING AND A 20" CONSTRAINED FOOTING
ARE REQUIRED. POSTTYPE "Fl" IS REQUIRED. TABLE 4.2 SHOWS POST TYPE
Tl" TO BE A 0.041"X3"X3" STEEL CLOVER POST WITH A MAX HEIGHT OF 11'.
10. IF STRUCTURE IS ATTACHED FIND THE O/C SPACING OR It OF FASTENERS FOR ATTACHING TO
WALL FROM TABLE 7.6 OR TABLE 7.7
11. USE THE APPROPRIATE DETAILS (1-1-1-34)
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 B. 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 POSTSTRUCTURES USE TABLE 7.1 ON SHEET Misc3 FOR SLAB REQUIREMENTS
INSTEAD OF SECTION 2.0
ICC ESR 1398 (2015 IBC) 12/19/2016
TABLE 1.1 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES
OVER-
PROJECTION OF SINGLE SPAN STRUCTURES (FT)
HANG
6'
7'
a'
V
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'
6'
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'
96,
10,
105,
11'
115.
2'
n/a
n/a
n/a
5.5'
6'
6.5'
7'
7.5'
8'
8.5'
9'
9 5'
10'
10 5'
1 V
11 5'
12'
3'
n/a
n/a
n/a
n/a
n/a
n/a
n/a
8'
6.5'
9'
9.5'
10'
10 5'
11'
11 5'
12'
12 5'
4'
n/a
n/a
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 1.3
Tahlp 1.2
Post Description
Max
Hgt
POSI
TYPE!
Detail
Twin 0.060"x1.5"x1.5" Scroll)
9'
A
A('
0.042"0'0' Aluminum Post
10'
B
N3
0.024"x3"x3"Post with Sideplates
11'
B
N16, BY
Clover 0.030"x3"x3"Alum
11'
C
N11,AH
Clover 0.040"x3"x3" Alum
11'
D
N11, AHl
Colonial 0.062" Extruded)
11'
E
AE
0.041"x3"0" Steel Clover
11'
Fl
N11, AHI
0.041"x3"x3" Steel Clover
10'
F2
N11, AHI
0.041"0'0" Steel Clover •
9'
F3
N11, AHI
0.041"x3"x3" Steel Clover •
8'
F4
N11, Al'
0.041"x3"0" Steel Clover
7'
F5
N11, AFI
1/8"x3"x3" Steel Square,
12'
Gl
N17, AG
1/8"x3"x3" Steel Square •
10'
G2
N17, AG
3/16"x3"x3" Steel Square
12'
H1
N17,AGI
3/16"x4"x4" Steel Squarer
15'
11
N17, AG
3/16"x4"x4" Steel Square
12'
12
N17, AG
3/16"x5"x5" Steel Square
15'
Jl
N17, AG
3/16"x5"x5" Steel Square)
12'
J2
N17, AG.
3/16"x6"x6" Steel Square:
15'
Kl
N17, AG
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
12
F1
F1
F1
F1
F1
F1
F1
F1
G1
G1
G1
G1
G1
G1
G1
G1
H1
H1
11
11
11
11
11
11
11
J1
J1
Jl
11
K1
K1
K1
K1
K1
13
Fl
Fl
Fl
Fl
Fl
F1
F1
Fl
Gl
Gl
G1
Gl
Gl
Gl
Gl
Gl
Hl
Hl
Il
Il
Il
Il
Il
11
11
Jl
11
J1
Jl
Kl
Kl
K1
Kl
K1
14
Fl
F1
F1
Fl
Fl
Fl
Fl
F1
G1
G1
GI
Gl
G1
G1
GI
G1
Hl
H1
Il
Il
Il
Il
Il
11
11
11
J1
J1
11
Kl
Kl
Kl
Kl
Kl
15
F1
Fl
Fl
Fl
Fl
Fl
F1
Fl
GI
GI
Gl
Gl
G1
Gl
GI
GI
HI
HI
11
11
Il
Il
Il
Il
11
11
Jl
Jl
Jl
Kl
K1
K1
Kl
Kl
16
F1
Fl
Fl
F1
Fl
Fl
Fl
Fl
G1
Gl
G1
Gl
GI
GI
GI
G1
Hl
Hl
Il
Il
Il
Il
Il
it
Jl
Jl
11
11
Jl
Kl
Kl
Kl
Kl
Kl
17
Fl
Fl
F1
Fl
Fl
Fl
Fl
Fl
G1
G1
GI
Gl
Gl
GI
Gl
G2
Hl
Hl
Il
Il
Il
Il
Il
Il
11
11
11
J1
11
K1
K1
Kl
Kl
Kl
18
Fl
Fl
Fl
Fl
Fl
Fl
F1
Fl
G1
Gl
GI
G1
G1
Gl
G1
G2
H1
Hl
Il
Il
Il
Il
11
Il
11
11
11
11
Jl
Kl
Kl
Kl
Kl
Kl
19
Fl
Fl
Fl
Fl
Fl
Fl
Fl
Fl
GI
Gl
G1
Gl
G1
G1
G1
HI
Hl
Hl
11
Il
Il
11
Il
11
11
11
11
11
11
Kl
Kl
Kl
Kl
Kl
20
F1
Fl
Fl
Fl
Fl
Fl
Fl
F1
G1
Gl
G1
Gl
Gl
Gl
GI
H1
Hi
Hl
11
11
Il
Il
Il
11
Jl
Jl
11
Jl
11
Kl
Kl
Kl
Kl
Kl
21
Fl
Fl
Fl
Fl
Fl
Fl
F1
F1
G1
Gl
Gl
Gl
Gl
GI
Gl
H1
Hl
Hl
Il
Il
11
11
Il
11
11
11
Jl
J1
Jl
Kl
Kl
Kl
Kl
Kl
22
Fl
Fl
F1
Fl
Fl
Fl
Fl
F2
Gl
G1
GI
G1
G1
Gl
G1
HI
Hl
HI
Il
Il
Il
Il
Il
Il
Jl
Jl
11
11
Jl
Kl
Kl
Kl
Kl
Kl
23
Fl
Fl
Fl
Fl
Fl
Fl
Fl
F2
Gl
Gl
G1
GI
GI
G1
Gl
HI
H1
Hl
Il
Il
Il
Il
11
Il
Jl
Jl
Jl
J1
11
Kl
Kl
Kl
Kl
Kl
24
Fl
Fl
Fl
F1
Fl
F1
Fl
F3
G1
Gl
G1
Gl
Gl
GI
Gl
Hl
Hl
HI
Il
11
Il
11
11
11
11
Jl
11
11
11
Kl
Kl
K1
K1
Kl
25
Fl
Fl
Fl
Fl
Fl
F1
Fl
F4
G1
G1
Gl
GI
Gl
Gl
G1
Hl
Hl
Hl
Il
11
Il
Il
Il
11
11
Jl
Jl
11
11
Kl
Kl
Kl
Kl
K1
26
Fl
F1
F1
Fl
F1
Fl
F1
F5
GI
Gl
Gl
G1
Gl
Gl
G1
Hl
HI
H1
Il
11
11
Il
Il
11
Jl
11
Jl
11
11
Kl
Kl
Kl
Kl
Kl
27
Fl
F1
Fl
F1
Fl
Fl
Fl
F5
Gl
G1
G1
Gl
GI
Gl
G1
Hl
HI
Hl
Il
Il
Il
Il
11
11
Jl
Jl
11
J1
Jl
Kl
Kl
K1
Kl
0
28
Fl
Fl
Fl
Fl
Fl
Fl
Fl
GI
Gl
Gl
Gl
G1
Gl
GI
GI
Hl
H1
HI
Il
11
Il
Il
11
Il
11
11
J1
Jl
11
K1
Kl
Kl
Kl
0
29
Fl
Fl
Fl
Fl
Fl
Fl
F2
GI
Gl
Gl
G1
GI
Gl
Gl
Gl
Hl
Hl
HI
Il
Il
Il
11
Il
Il
Jl
Jl
11
11
Jl
Kl
K1
Kl
Kl
0
30
Fl
Fl
Fl
Fl
Fl
Fl
F3
G1
GI
G1
Gl
G1
G1
G1
G2
Hl
Hl
Hl
Il
Il
Il
Il
Il
Il
Jl
Jl
Jl
11
Jl
Kl
Kl
Kl
Kl
0
31
F1
Fl
Fl
Fl
Fl
Fl
F3
GI
Gl
GI
G1
Gl
G1
G1
G2
H1
Hl
HI
11
Il
Il
Il
Il
12
J1
Jl
11
Jl
11
Kl
Kl
Kl
Kl
0
32
Fl
Fl
Fl
F1
Fl
F2
F4
G1
G1
G1
G1
Gl
G1
Gl
G2
H1
Hl
Il
11
Il
Il
Il
Il
12
Jl
Jl
Jl
J1
Jl
Kl
Kl
Kl
Kl
0
33
Fl
Fl
Fl
Fl
Fl
F2
F4
G1
G1
G1
G1
GI
Gl
Gl
G2
Hl
Hl
11
Il
Il
Il
11
11
12
11
11
Jl
11
11
Kl
Kl
Kl
Kl
0
34
Fl
Fl
Fl
F1
F1
F3
FS
G1
Gl
G1
G1
GI
Gl
Gl
HI
H1
Hl
Il
11
Il
Il
11
Il
12
Jl
Jl
11
J1
Jl
Kl
KS
Kl
Kl
0
35
Fl
Fl
Fl
Fl
F2
F3
G1
GI
GI
Gl
G1
Gl
G1
G1
111
HI
HI
11
Il
11
Il
Il
Il
Jl
11
11
Jl
Jl
11
Kl
Kl
Kl
Kl
0
36
Fl
Fl
Fl
Fl
F2
F4
G1
G1
G1
G1
G1
G1
GI
G2
HI
H1
H1
Il
Il
11
Il
Il
11
11
J1
Jl
J1
Jl
J1
K1
Kl
Kl
Kl
0
37
F1
Fl
F1
F2
F3
F4
Gl
G1
G1
G1
G1
Gl
GI
G2
Hl
Hl
H1
Il
11
11
Il
Il
Il
11
Jl
Jl
11
11
12
Kl
Kl
Kl
Kl
0
38
Fl
F1
Fl
F2
F3
F5
Gl
G1
Gl
G1
G1
GI
GI
G2
Hl
Hl
Hl
Il
Il
Il
Il
11
Il
11
11
11
11
11
J2
Kl
Kl
Kl
Kl
0
39
Fl
Fl
FZ
F3
F4
F5
G1
G1
G1
Gl
G1
Gl
Gl
G2
Hl
H1
11
Il
Il
Il
Il
Il
Il
Jl
11
11
Jl
Jl
J2
Kl
Kl
Kl
Kl
0
40
Fl
F2
F2
F3
F4
G1
GI
Gl
GI
Gl
G1
GI
G2
G2
HI
Hl
11
Il
Il
11
Il
Il
12
11
11
11
Jl
11
J2
K1
Kl
K1
Kl
0
41
F2
F2
F3
F3
F4
G1
Gl
Gl
GI
Gl
G1
Gl
G2
HI
Hl
Hl
11
Il
Il
Il
Il
Il
12
11
11
J1
11
11
K1
K1
Kl
Kl
Kl
0
42
F2
F3
F3
F4
F5
G1
Gl
G1
Gl
G1
Gl
Gl
G2
Hl
Hl
Hl
Il
Il
Il
11
Il
Il
12
11
11
Jl
11
11
Kl
K1
Kl
Kl
Kl
0
43
F3
F3
F3
F4
F5
G1
G1
G1
GI
GI
G1
G2
G2
H1
H1
HI
11
11
11
11
11
11
12
Jl
J1
11
11
J1
K1
Kl
K1
K1
Kl
0
44
F3
F3
F4
F5
G1
G1
G1
G1
G1
G1
G1
G2
G2
H1
H1
11
11
11
11
11
11
11
12
11
J1
11
J1
11
K1
K1
K1
K1
K1
0
45
F3
F4
F4
F5
G1
Gl
GI
Gl
Gl
Gl
Gl
G2
Hl
H1
Hl
Il
11
11
Il
Il
Il
11
12
11
Jl
Jl
11
11
K1
Kl
Kl
Kl
Kl
0
46
F4
F4
F5
Gl
Gl
G1
Gl
Gl
Gl
Gl
G2
G2
Hl
HI
Hl
Il
Il
Il
Il
11
Il
11
12
11
11
11
11
11
Kl
Kl
Kl
Kl
Kl
0
47
F4
F5
F5
Gl
Gl
Gl
Gl
GI
GI
G1
G2
G2
Hl
Hl
HI
Il
Il
Il
11
Il
Il
12
11
11
J1
11
11
J1
Kl
Kl
K1
Kl
Kl
0
48
F5
F5
G1
G1
Gl
GI
G1
Gl
Gl
G2
G2
G2
H1
Hl
Il
11
Il
Il
Il
Il
Il
12
Jl
J1
Jl
11
Jl
Jl
Kl
Kl
Kl
K1
Kl
0
49
F5
G1
G1
G1
G1
G1
G1
G1
G2
G2
G2
H1
HI
H1
11
11
11
11
11
11
11
12
J1
11
11
J1
11
12
K1
K1
K1
K1
0
0
50
F5
G1
G1
G1
G1
1
iEW1
G1
G2
G2
G2
H1
H1
H1
11
11
11
11
tl
11
11
12
11
11
11
11
11
12
K1
K1
K1
K1
0
0
SECTION 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES
0.024"x2'x0,625' Rafter (Single Soan) 0-032"x2"x6.625" Rafter [SinOla Span)
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exp B
Exp C
1
s
in
$20 1 130 1 140
11D 1 115 120
10
24"
8'•9"
8-g•
8'•9"
6'-9"
LIVE
20"
10'6"
10.6" 10'_3"
10'-6"
10'•6"
10'-1"
16"
1T-G'
17.9' 11'-7"
12'-9'
1z-0"
ll'-5'
12"
t6-i'
14'-1C' "R7"
T4'•9"
14'.Q"
13'-4"
Exposure
C
130
140
j 150
160
j 170
1 180
10
24"
8'-1'
744"
6-7'
V-0'
S-5"
6.0'
LIVE
20"
9'1"
8'-2"
•T-5'
6-9'
6.2"
6•8"
16"
1D-4"
9.5" •
9-7'
7"•10'
T-2"
6-7'
12"
17.1'
11'•0"
9•e"
6.6'
7.7"
6-9"
20
24"
4'-5'
4•-6'
4'-F'
4'•S•
4'•5"
4'•5-
LIVE
20"
6.3"
S-3"
9.7
6-3'
S•3"
6-3"
16"
6'-7'
6-7"
6-7"
6•7'
8'-7-•
6'•7"
12"
8'•g"
9.9"
8'•9'
8'-6'
T-7"
6'-9'
25
24"
4'-2"
4•-2"
4'-2'
4.2"
4'•2"
4'-7'
20'
5'-0"
5-0"
5-O"
5.0'
5'-0"
5.0'
16"
6'-3'
6'•3"
6-3'
6-3"
T-3'
6.3'
12"
8'-4"
8'-4"
6.4"
6-4"
T•7"
6.9'
30
24"
36"
3'6"
3=6'
36'
3'-6`
36-
20"
4'-2"
4'•2'•
V.2"
4'-2"
4' Z'
r-2"
16"
5-3"
5'-3"
6-3'
S-3'
5-3•
5••3"
12"
T-0'•
7'4'
T-0'
T-D"
T-0"
6'-9'
36
24"
2'-1l'
2'-11'
2•-11'
T-11"
7.11'
2'•11"
20"
S-6"
36"
Y-6'
T-6'
36'
T-61
16"
V-6'
4'-S'
V' 6'
4'-5'
4'-5'
4'"5"
12"
5-Il'
6-11"
611'
5'-11"
6-11"
5'-11"
42
24"
21•6"
2.6"
2'6'
2'-6"
2' (T'
7
20"
3'-0'
T-T
T-0'
T-0'
T-0"
3'•9'
16"
T-9'
T-9'
3'-9'
3'-9-
T-9"
T-9"
12"
5'-0"
6-W
5'-0'
6.01
F-cr,
5'-0"
50
24"
7.1'
2'-l'
7.1'
7.1'
2'-1"
7.T'
20"
z-6'
2'-6"
2'•6"
7.6"
2'•6"
76"
16"
3.2"
3'-2"
3.2"
3.2"
T-2"
3--
12"
4•2"
4.2"
4.2"
4-2'
4'•2"
4'-2-
60
24"
1'-9"
1'-9"
T--9"
1'-9"
1=9"
1'-9"
20"
2'-1"
2-1"
2'-1'
z-1"
2'-1"
7-1"
16"
2'-7"
7.7"
z•7"
z-7"
2'.7"
7-7-
12"
3-6'
3 6"
3'6"
3' 6"
3' 6"
3'6"
TABLE 1.4
0 024'x2'x6.425" Rafter Mullis an
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure
130
140
1 150
1 160
1 170
1 180
10
24"
U-10"
6'-10"
6'-7'
6'-0'
S•-5'
S' 0'
LIVE
20"
7-10'
T-10"
7'•5"
6-9'
642"
5'-8'
16"
9-r
9-3"
8W-
7r•1o'
T-2"
6•T'
12"
11'-2'
11'-0"
9'-6"
8'-6'
T•7"
6.9"
20
24"
T-11'
T-11"
3' 11"
3-11"
3711"
3-11"
LIVE
20"
4'•6'
4.6"
4'-6'
4'-&'
V-6"
a=6"
16"
5.6"
5'6'
5.6-
5'-6'
S'•6"
6.6'
12"
6.10'
6'-10'
6.10•
6.10•
6-10'
9-9-
25
24"
3'•9"
3-9"
3-9"
3'-9"
3-9-
3'-9'
20"
4'-4"
4'-4"
4'-4"
4'-4"
4'•4"'
4'-4"
16"
5'•3"
5'-3"
6+3"
5'-3"
5'4'
6-3-
12
6.7"
6'-7"
6.7'
6'•7-
6' 7"
6-7
30
24"
3.2'
3'-2'
3-2"
3-2"
3'-7'
3'-2'
20"
3=9'
3'-9"
S-9"
S-9"
3-9"
T-9"
16"
4'•6"
4'-6"
4-6"
V,6"
4'•6'
4'•6"
12"
5.9"
S.T
5-9"
6•9"
5.9"
5' T
36
24"
7.8'
2'-8"
7.8'
z•8'
Z8"
2'-6-
20"
T-2"
3'-2"
3'.2"
S-2"
3-2"
T-T
16"
3'-11"
3.11"
V.11"
Y-11"
3-11"
T-11-
12"
V-0"
6-D"
5'-0"
6.0"
6- 13"
5-0-
42
24"
2'•4'
7.4'
7-4'
7.4"
2'-4"
2'-4-
20"
7.9'
z-9"
7-9"
7.9"
7-9"
7.9-
16"
3'-4"
3.4"
T-4"
T-4•'
3.4'
3'-4"
12"
4'-4"
4'-4"
4•-4"
4'-4"
4-4'
44"
so
24
7-0"
7-U"
z-0"
741'
-L-O'
2-41
20"
2'-4"
7.4'
2'-4"
2'-a"
2'-4"
2'•4"
16"
2'-10"
7-10'
7-10"
2- 10'
7.10"
z-10"
12'
T-9"
3'-9'
Y-9'
3•-T
3'-9'
3.9"
60
24"
1'-8"
"I
'-8"
1'-8'
1'-8"
1•-8'
20"
2'-0"
7.0'
2'-T
2•-0"
2'-0"
7.0"
16"
2'-5"
2-5'
2'-6'
2'-5"
2'-5"
2.5'
12"
3'-2"
3'-2'
T-2'
T-2"
S-2"
3.2"
TABLE 1,9
Ground
Hatter
Wind Speed and Exposure
Snow Load
Spacing
Exp B
Exp C
1
(I!))_120
130 1 140
110 1 115 120
'10
24"
14'-10" 14%10'
13'-T
14'-10" 14'-3' 13••7'
LIVE
20"
16'•2" 16.2"
16.1"
16'-2" 15'-T 14'-11'
16"
18'•0' 19.9'
16.11'
18'-0" 17'-5' 16'-8"
12"
20'-8" 20•S"
19'-5'
20'-8" 20'•0' 19'-1"
Exposure
C
130
140
1 150
1 160
170
180
10
24'
17.5'
1 T-4
1(7-6
9.9'
9'-0"
9-S'
LIVE
20"
13-T
12'-6"
11'-7"
10'-9'
10.0-
9.4'
•
16"
16.3"
14'-0"
IT-0"
12,• 1'
1 V-3'
W-6"
12"
1T-6"
16'-l"
14'-11 "1
13'-1T'
13,_0"
12-2"
20
24"
7-7"
T-7'
7'•7'
T_7"
T-7"
T-7"
LIVE
20"
9 -1"
9.1•'
9."
1
9'-1"
9.1"
9'_1"
16"
11•-3"
11'-3'
11'_3"
ll'-3"
11,•3"
10'6"
12"
14'• 10'
W-10"
IN-10'
13.11"
13.0'
12' 2"
25
24"
T-W
T-3"
7'-3"
7'-3"
7=3"
7.3'
20"
6-8"
816"
8'-8"
6-8"
6.8"
8-8"
16"
10'-T
10'-9"
10'-9"
10•-9"
10'-9'
! 0'6'
12"
14'-3"
14'-3"
14'-3"
13•-11"
13.0"
12'-2"
30
24"
6%W
6-0"
6'-0"
6'-0"
6'-0"
6'-0"
20"
7'-3.
7•3"
T•3"
T-3"
T-3"
T-3'
16"
9.0"
9-0"
9=0'
9'-0"
9'-0"
9-D,
12"
11'-11"
IIk-11"
1l'-11"
1l'-11"
11'-11"
11%11"
36
24"
5-.1-
5•-1-
5'-1'
S'-1"
5•-1"
5'-1'.
20"
6•_1"
6'-1"
6.1'
6-1"
6'-l"
6'-l"
16"
7'7'
7'-T
T-7•
T_T•
7-7-
T-T.
12"
10'-1`
10. 1"
10'-1"
10'-1-
10'-1-
10'-l"
42
24"
4'_4
4.4'
4'-4"
41-4
4'-4"
4'-0"
20"
5-2"
5'-2"
S-7'
5'-z'
5-2"
5'-2'
16"
6.5"
6'•5-
6.5'
6.9'
6'-5'
6'-5"
12"
8'-7"
8'-7'
6-7"
6-7'
6-T'
9-7'
50
24"
3-7"
3-7"
7-7'
T-7'
3'-7•
3.-7'
20"
4'-4"
4'•4"
4'-4"
4'-4"
4'-4'
4'4"
16"
5'-5"
5'-5'
5'-5'
6-5"
5'-5"
5'-5"
12"
7'-3"
T-3'
7-3-
7-3`
7'-3"
7'-3"
00
24"
3'-0"
3'-0'
3'-0"
3=0"
3'-0"
20"
3'-7"
3'•T
3'-7"
3-7"
3'-T'
3.7"
16'
4'-6"
4'•6"
4'6"
4'•6"
4'-6"
4'6'
12"
6' T
6'-0•'
6'-0"
6-0'
6'-0"
6.0"
TABLE 13
0.432"x2"x6,625" Rafter (Mul lispan)
Ground
Rafter
Wind ed and sure
Snow Load
Spacing
Exposure
C
130
1 140
1 150
1 160
1 170
180
10
24"
W-4'
10'-4"
W-4"
9-9'
9-0"
8'-5"
LIVE
20"
11'-8'
1l'-8"
11'•7"
IV.9'
10'•0"
94"
16"
1Y.6'
13'6"
13'-0-
12'•1-
11'-3'
W-6"
12"
16-2'
16-1"
14'-11-
1Y-I I'
13.0"
17.2"
20
24"
6-2"
6-7'
6'-2'
U-2"
6'-2"
6'-2"
LIVE
20"
T-1"
T-1"
T-1"
7•_I'
T-1`
7'-1"
16"
8'-5"
T-S'
6.5'
8'•S'
8'-5"
8'•5"
12"
W4'
10'-4"
10'4"
10.4"
10'-4-
10'-4"
25
24"
5.11"
5'-11"
5.11"
6.11"
5.11'
6-11'
20"
6-10'
6'-10"
6.10'
6-10"
6-19'
6-10"
16"
8'-1"
8'-1"
9.1"
8=1"
6.1"
811"
12"
10'-0-
10••0"
IV-D'
IO.O"
VY-0-
10-0"
30
24"
S-1"
5'-1"
5.1"
5-1"
5'-l"
6-1"
20"
5-11"
5-11"
5-11"
6-11'
6-11"
9-11'
16"
T-1'
T-1"
T-l'
7'-1'
T-1"
T-1"
12"
6-9"
8'-9"
8%9'
6.9"
8'-9"
6-9'
36
4"
4%5'
4'-5-
4'-5"
4'-5"
4.5'
4'•5'
20"
5.2'
5'-2'
6-2"
6.2"
62"
6-2'
16"
6.2"
6.2"
6-2'
6-2-
6'-2'
6'-2'
12"
T-9'
7-9"
7'-9"
T-9"
T-9'
T-9'
42
24'
3'•10'
3'-10"
T.10"
Y-10"
3.10"
3- 10`
20"
4'-6"
4.6"
4•-6"
4'-6"
4••6"
4%6'
16"
9.5"
9.5'
5'-5'
5'-5"
5' 5'
5=5'
12"'
6'-10'
9.10"
6'-10"
6-10"
a-10'
6-10"
50
24"
3-3"
3-3"
3'-3'
3.3'
3.3"
T-3'
20
T-10"
T-10"
3.10"
3'•10'
T.19'
3.10"
16"
4'-6'
V.fr
44'
4'-6"
4-5'
4'-8"
12"
5.11"
5.11"
9.11'
5'-11"
6.11'
6•11"
60
24"
2'-9'
2' 9-
7 9"
z-9"
7-9"
2'-9"
20"
3-3'
T-3'
3.3"
3-3"
T.T'
S-T
16"
4'•0'
4'4r
4-0"
4'-(r
4••0"
4"-O'
12"
6.1"
5'-1'
9-1"
6.1"
6-1'
6.1"
TABLE 1.10
0.040"x246.625` Rafter (Single Span)
Ground
Rafter
Wind Speed and Expowre
Snow Load
Spacing
Exp B
Exp C
1
s
in
120 130 1 140
Ila 115 120
10
24"
18'-4-
18'•4"
17'-11"
law
IIr-C
LIVE
20
20'-0"
20'•0"
19'-3"
20'-0'
19'-7"
19.0'
16"
27.3'
I 21'-T
20'-7"
21=8"
21'•0'
20 "6-
12"
25.1'
23'-8"
27-V
2T-8'
22'-11'
22'•3"
Exposure
C
130
140
1 150
160
170
1 180
]0
24
16'-3"-11"
12'-11"
12'-1"
1T-5,
LIVE
20:
17'-9"
1
16'•5"
15'-3"
14'_2"
13'_3"
12'-6'•
16"
19'-4"
16.3'
16-11"
15'-10"
14'-10"
13'•11"
12"
21'_1"
20'_0"
19'-1"
18'-l"
16-11"
16-11-
20
24"
1 T-6"
1l'-5"
11'-5"
11'-5'
1 T-5"
1 l'-5"
LIVE
20"
1V-8"
13'-8"
13-9'
13'-8-
IT-3"
12'6"
16
15•11"
IT-11"
16-11"
16,10'
14'-10"
13'-11"
12"
1T4"
18'-4"
16-a-
IF-1'
16'-11"
15'-11"
25
24"
10'-11"
10,-11,
19-11"
101-11"
W-11"
10'-11-
20
13'-0"
13'-0"
13'-0"
13'-0"
13,-0'
12'-6"
16"
15'-7"
15'-7"
15'-7"
15'-7"
14'-10'
13--11"
12"
17'-11"
IT-11"
17'-11"
1T-11"
W-1I'
15'-11"
30
24"
T.1"
9'- "
1"'
9'-1"
20"
10'-11'
W-11"
10' 11.
10.11"
10'-11"
la,
16"
136"
13'-6"
13-6"
13-6'
13'-6'
IS-13'
12"
16-5"
16'-5"
16-5'
16.5"
16'-5"
15'-11-
36
24"
T•8'
T-87
T-8'
7-6'
7-8'
7'-W
20"
9-2"
9.2"
9'•7'
9'-2"
9'-2"
9'-2"
16"
ll'-5-
11'-5"
11'-5-
ll'-5"
11=5"
11'-5"
12"
15-1"
15.1"
15-1"
15'-1"
15-1"
16-1"
42
24'
6'6"
6.6`
5'6"
6.6"
66'
6-6
20"
7'-10"
7'-10"
T-10"
T-10"
T-10`
7-10'
16"
9'-9"
S'91
9'-9"
9.9"
9.9"
9-91
12"
17-11"
12-11"
12'-11"
1z-11"
1z-11-
12-11-
50
24"
5'6"
5'-6•
56"
6,6"
56"
5.6"
20"
6'-7"
6.7"
6.7-
6'-7"
6'-7"
6-7"
16"
8'-2"
6.2"
8'-2'
8' 2"
8'-2"
8'-2"
12"
10'-lV
10'-11'
19.11"
10%11"
W-11"
10'•11'
60
24'
4-7"
46.7"
4%7`
4'-7"
4'-7-
4%7"
20"
9-6'5.6"
5'-6"
5'-6"
66'
66"
16"
6-1 D-
6'-10"
6'•10"
6-10"
6'. 10"
6' 10"
12"
9' 1"
9.1"
7.11
9'-1'
9.1"
9.1"
rABLE 1-6
0.041rx2'x5-625' Rafter (Mullisnanl
Ground
Rafter
Wind Spaedarvd Expimura
Snow Load
Spacing
Expiisum
C
130
j 140
15D 1 160
j 170
180
10
24"
13'-11"
13'-11"
13'-11"
12'-11"
12'-1"
1T' S'
LIVE
20"
15'-7"
15'-7"
15'-3"
14'-2"
13'-3"
176'
16"
1T-10"
17'-10"
16'-11"
15'-10"
14'-10"
IS-11"
12"
21'-l"
20-0"
19'-l"
18'-l"
16-11"
16.11-
20
24"
T-7'
S'-7"
8'-T
6-7"
67"
8'-7'
LIVE
20"
9-10"
9%10"
9'-10"
9'-10"
9=10"
9'-10"
16"
11'-6"
11'-6"
1 V-6"
1l'-6"
11-6
11'-6"
12"
IS-11"
IT-11"
13'-11"
13'-11"
13-11'
13•-11-
25
24"
T-3'
8'-3`
6.3'
8'-3"
6.3"
8'-3"
20"
9.6"
9.6-
S-6"
9-6`
9.6"
9'-6-
16"
11'. 1"
1Y•1'
11%1"
]1'-1"
11'-1"
11 1"
12"
13'-6`
13'•67
1Y.6"
13-6"
13'-6"
13' 6'
30
24"
7''3'
7-3'
T-3'
7•3-
7•3"
7•3'
29'
8'-3"
8'-3"
8'-3"
6.3"
6-3"
6-3"
16"
9'-9"
9.9'
9-9'
9-9'
Sr-T
9'-9'
12"
11'-11"
ll'-11"
11'•11"
11'•11"
11'-11'
IV-1V
36
24'
6'•3"
6%• '
6.3-
6r 3"
F-3"
6-3"
20"
T-3"
7-3"
7 3"
T 3"
T-3"
7' 3"
16"
8'-7'
8'-7"
6.7'
8•-7'
6-7'
6.7'
12"
10'-7'
10'-7'
10-7"
10'-7"
10-7"
10'-7'
42
24"
56"
5'•8"
6,6'
5'-6"
V-6"
5-6"
20"
6.5"
6.5"
6.5"
6-5"
6.5"
6.5'
16"
7'-7"
7-7'
T-T
T-T
T-7'
T-T
12"
g'-5.
g'-5"
9-5'
91-5"
9-5"
g,-5.
50
24"
41'-9'
4'-9'
4'-9"
4•-9'
4•-9"
T-9'
20
9.6"
5.6"
5'-6"
6•6'
6.6'
6•6"
16"
6.8-
6.8'
6'-8"
6-8"
9.8'
6.8"
12"
6.3"
6.3"
11-3"
8:3"
6-3"
11,
60
24"
V-0'
4-V'
4•-g"
V-Cr
4•-D"
T-Cr
20"
T-9"
4'-9"
4'-9'
T-9'
4%9'
4•-9'
16"
5'-9-
5.T
149'
11
19-
5.1
12"
7d-3"
7-3"
T-3'
T-3'
T-3"
T-3-
FABLE 1.11
0.042'x3'k8' Rafter (%ngia Span)
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exp 9 Exp C
s
(in)
120 130 j 140 110 1 115 1 120
10
36"
16'•"'
16'-3-
16'-5"
16'-5"
W-0"
LIVE
32"
18'•4"
18'-4"
1T•3"
18'-4"
1T-10"
1T-0"
24"
21.-1"
21'-1"
19.11"
21'-1"
20'-l"
19•7'
16"
25'•6'
25'-6
24'-2'
256"
24'-11"
23%9"
Exposure
C
130
140
1 150
1 160
170
180
10
36"
14'•8"
!3'6'
17.5
11'-6"
10'-9"
1U-0"
LIVE
32"
15-7"
14.4'
1T-3"
12-3"
1T-5"
10.8"
24"
18.0'
16-7"
1F-4'
W-3"
13'-4"
16"
21'•10'
20-1'
19-8'
17-4"
16'-3"
16.3"
20
36"
6-4"
6-0"
64"
64"
8'-4"
9-4"
LIVE
32"
94'
9.4'
9'-4"
94"
9'•4'
9.4'
24"
17-5'
17-5"
12'-5'
12.5"
17.5"
17.5"
16"
19.4"
18'4"
164"
1T-4"
16.3"
16-T'
25
36"
1•11'
T-1 T•
1-11'
T-11"
7'-11"
T-11'
32"
8-11"
8'-11"
5-11'
8'-11"
6.11'
6-11'
24"
11'•10'
11'•1V,
11•-19,
11'-101,
11'-10.
11•-]Q"
16"
17'6"
17'6"
17'6'
1T-,
16!-r
15-T
30
36
6•T
6•T
6-T'
61
6-16-7"
32"
T•5'
T•5'
T-5"
T-5'
T-5'
T-5"
24"
9'-11"
9'•11"
9-11"
9.11"
9-11"
9.11"
16"
14'-8"
14'-5'
14-8"
14-S"
14'-S"
14-8"
36
36"
T-7"
S-T
S-T
6-7
5.7"
9-T
32"
6.3'
6.3"
6.3"
6'-3"
6.3"
6-3"
24"
S-4-
6.4'
8`4*
64"
5.4"
8'-4-
16"
12'-5'
12'-5"
17-5"
17-5'
17.5"
17.5'
42
36'
4'-9"
4•-9"
4'-9"
4•-9'
4•-9"
4.9'
32"
6.4"
6.47
5'4"
64'
9-4"
5.4"
24'
T-1"
T-1'
7- 1'
T-1'
7'-1"
7'-1'
16'
10'-7"
10'-7'
W-7-
10' 7'
10'-7"
10'•T'
50
36"
V.O'
f-Or
4•-0'
4'-0"
4•-0"
T-0'
32"
V6'
4'-6'
4•-6'
4'-6"
4'-6"
4%6"
24"
6.0'
6.0'
6••0"
6'-0"
6. 0"
6. Om
16"
6-11'
S-71"
5.11'
6.11"
6-11'•
6.11"
60
36"
3'-4-
3'-4"
3'4"
11113-4"
32"
3'-9"
3'-T
3'-9'
T-9'
3-9"
3-9'
24"
5.0"
5'•0'
5••0"
6.0"
5.0"
5-0'
13"
7.5-
7.6-
T•5"
T-5'
7-5'
T-5-
TABLE 1.7
NOTE: RAFTERS MAY OVERHANG 25% OF THEIR CLEARSPAN
0.042"x3"x8" Rafter Wul65panl
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure
130 140
1 150
160
170
1 180
10
36"
11'-9'
1 T-9"
1l'-9"
11•-6'
TU-9"
104P
LIVE
32"
12'-9"
1z-'
IT-9'
tz-3'
1V-S"
1V-8"
24"
15'-6"
156"
16.4
14'•3'
13'•4'
1z-5'
106"
W-10"
19"10'
19-T
1T-4"
W-3"
15-3'
20
36"
6'-11"
6'-I 1"
6-11-
6.11-
6-11"
6-11-
LIVE
32"
7-8"
T-6"
T-8'
7'-8"
7-9'
7'•S'
24"
9.6'
9.6"
96"
9-6'
9.6'
9.6'
la"
iz-9"
I7-9"
17.9'
lz•9"
17.9'
12'-9'
25
36"
6'•9'
6.9'
6.8"
6'-8'
6•9'
9-T
32"
T-4-
7-4"
7'4"
T-4"
7-4"
T-4"
24"
9.2"
9.2'
9.2"
9-2"
9-2"
9-2'
16"
Iz•4"
17.4'
12'-4"
1z•4'
17.4'
124"
30
36"
5.9'
V-9'
6-T
5'-T
S-9"
6.9'
32"
6' 4"
0.4"
6-4"
6-4"
64"
6-4"
24"
T-lY
8'-0'
V-0"
T-Or
6-U'
6-0"
16"
117-10'
10'•10"
10••10"
10'-10"
117.10"
10'•50"
36
36"
4'-11'
4'•11'
4'•11-
T11"
4'•11'
4'-11"
32"
6.6"
6,6"
6.6"
5'-6"
6-6"
S-6"
24"
6'-11'
6-11"
6-11"
6-1Id'
6-11"
6.11'
16"
9.6"
9.6"
96"
9'-6'
9.6"
1 9.61
42
35"
4'-3"
V-3'
4'-3"
4'-3"
4'-3"
4'-3'
32
4'•9-
4'•9-
4'-9"
4--T
4'-9'
4'-9-
24"
6-1"
0-l'
6- 1"
6'-1'
6- 1-
6.1'
16"
8'-5"
8'-5"
8'-5-
8'-5-
6.5
6.5-
50
36"
T-6'
3'-8'
S8"
3.8-
3-8-
3'-8-
32"
V-I'
4'-1'
4'-1"
4'-1'
4'-1'
4'-1"
24"
9.3'
5.3-
6.3'
6-3-
5-3"
S-3"
16"
7-4'
T-4"
T-4"
7•4-
T-,V
T-4'
60
36"
3'-1"
3'-1"
3'-1'
3- 1-
3-1"
V.1-
32"
3!-'
3'•5"
3.5'
3'•5
3-S'
7.91
24"
4••6'
4%67
4.6'
V-6'
r-6'
4•-&'
16"
6'-4'
6.4"
6-4'
6-4"
6.4"
6'-4"
TABLE 1.12
3-x3" Rafter C6" ofc (MUITi9Pan or Sinpla)
Ground
Rafter
Wnd Speed and Exposure
Snow Load
Gauge
Exposure C
s
16
130 1 140 1 150 160 17Q 180
10
Q.024'
12'�"
12'-B"
Y1'-$"
11'•0'
f0'-4"
9' 9"
LIVE
0-040"
16'-4"
15.6"
14'-g"
14'-1'
13.6"
13'-0"
20
0-024'
W-Ir
6•-t3'
6-8-
8••8"
4'-6'
8'•6'
LIVE
0.040"
16.0"
1V-07
14'-9"
14'-l'
IT-W
13'•fl"
25
0.024"
9-T
9•-3'
6.3"
8'-3"
0'-3"
8'-3"
0.040"
14'-7"
14'-7"
14'-T'
14'-1"
13'-8"
IT-0"
30
0.024'
T-5"
7-5'
T-5'
T.5"
TS"
TS"
0-040"
V-3'
13.3'
13.T
13-3'
13.3
13-T
36
0 024"
6.7"
6-7'
6.7'
G-7"
V-T'
6-7'
0.040"
12'-0"
IZ-V
176'
IT-0"
f7-O"
17-V'
42
0.Q24"
G-0"
6'-C'
'S'•Q-
6'•D"
8•-0"
6'-0"
0.040"
11'-0'
11'-O"
11'-0"
11'•0"
11'•0'
11•-0"
0.024"
5'-4"
6-4"
6-4
S�
S4"
54'
R6D
D.OdO"
9'-11'
7.11"
9'-11`
9'-11"
9'-11"
9'-11'
D.024'
4•-a'•
Tv
q-0"
4,.4•
4'-S"
4'-8"
0.040"
6-11'
6-11"
8'-11"
6-11"
8'-11"
Amerimax F_xterior Home Products
26921 US Hwy 74
Romoland, CA 92585
Carl Putnam, P. E.
3"1 Ivylink Place
Lynchburg, VA 24503
carlLYSnam�'-- --•
DEC 19 2016
TABLE 1 8
ICC ESR 1398 (2015 IBC) 12/1912016
Page 6 of 83
SECTION 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES USING DETAILS 1-31, L32 OR L33 OR DOUBLE RHEADERS
0-024'x2•x8;625" Rafter Si le SDmj 0-032"x2 .S.625' Rafter lRinnie SeanS
Ground
Rafter
Wind Speed and 6rposurs
Snow Load
Spacing
Exp B Exp C
1
s
in
120 130 1 140 110 115 120
TO
48"
10'-9"
10'-1'
9'-2'
10'•1"
9'-6"
9'-0"
LIVE
40"
11'3'
10'-3"
11'3'
10'-7"
10'-1"
32"
13'-2"
12•.9'
11'-7"
12'-9'
12'-0"
11••5"
24"
15'-1'
14'•10'
13'-7"
14'-9"
14•-0'
13W
Exposure
C
130
140
150 160 170 180
10
48"
8'-1"
7=4"
6'-7"
6'•0"
5-5"
5•-6"
LIVE
40"
9'-1"
8'2"
7'S"
6'-9"
6'-2"
5'-8"
32"
10'-4'
9' 5"
8'•7"
T-10'
V-2"
6'-7"
24"
12T-1'
111-0"
9'-8"
8'-6'
T-7"
6'-9"
20
48
6'-6"
6'-0"
6'•6•
6••0'
T-5"
5'•0"
LIVE
40"
7'-10"
7'-10"
7'S"
6••9"
6'-2"
5'•8"
32
9'-4"
9'4"
8%7"
7'.10'
7'-2"
6'-T'
24"
10'-9'
10'-9'
9'•8"
8'-6"
7'-7"
6'-0"
25
46"
6'•3"
6'-3"
6'•3'
6'-0"
5'S"
5-0'
40"
7'•5'
7'-5"
7.5"
6'•9"
6'12"
5'.8•
32"
9'-2»
9%2"
8'•7"
7'-10"
T.2"
6'-7-
24"
1G'-6'
V-15"
9'-8"
1 8'S"
7'-7"
6'-9"
30
48"
5'•2"
5•-2"
5'-2'
5'-2'
S'-2"
5-0"
40"
6'•3"
6'-3"
6•-3•
6'-3'
T-2"
5'-8"
32"
7.9"
T-9•
T.9"
T-9"
T-2"
6'-7"
24"
5 9...
g,_8"
9.-8.
B.S.
T-7.
W.9"
36
49"
4'-4"
4'4"
4'-4'
4'4'
4' 41"
4'4"
40"
5'-3"
5=3"
5'.3"
6.3"
5'-3"
5'-3"
32"
6'-6"
6'•6"
6'S"
6••6'
6••6„
6.5'
24"
8'-8'
8'.6"
8'S"
8•-6'
7•-7"
6'-9•
42
46"
3'-8"
3'-8"
T.8`
3%8'
3=8'
T-8'
40
4'-5"
4'S"
4=5,
4'-5"
4'-5"
4'-5"
32'
5'-7"
5'-7"
5'-7"
5'-7'
5'-7"
5'.7"
24"
T5"
T-5"
T-5'
7.5"
T-5'
6'-9"
50
48"
3-T,
3•-i"
3•-1•
3'.1•
T-1"
3'-1"
40"
3'-9"
T-9"
T.9"
3'.9"
T-9"
T-9"
32"
4'-8"
4'-8"
4'-8•
4'-8'
4=8"
4.8"
24"
U-3"
6=3"
6'-3`
6'-3"
6'-3"
6•-3"
BO
48"
2'-7'
2'-7"
2'4-
2"-7"
T-7"
40
3'-1`
3'-1"
3'•1"
3'-1'
3'-1"
3-•1"
32'
3'-11'
T-11'•
3'.11"
1-777-
T-11"
T-11`
3'-11'
24"
S_2"
5'_2„
5'-2"
5'-2"
5-2" 1
TABLE 1-13
0 024"x2"x6-G25" Rafter WulBsoan)
Ground
Rafter
VWW Seed and Exowre
Snow Load
Spacing
Exposure
C
130
1 140
1 150 160 170 180
10
48'
8'-1'
7.4'
6'•7•
6--0'
515"
5••0'
LIVE
40'
9'-1"
8•-2`
7=6
6=9'
6'-2"
5.8"
32"
10'•4"
9'-5"
8'-7'
7_10"
7'-2"
6,_7"
24"
12•-1"
11.0•
9,•8•
8"5"
7•-T,
6'-9"
20
48"
5.6'
S'S"
.6'S'
T-6
555"
5`0.
LIVE
40"
643"
6'3"
6'-3'
6'.3"
6'-2"
51.8
32"
7'-4'
7'-4"
V-4"
7.4'
7'-2"
6'-7"
2N'
8'•11'
8'-11"
8'-11'
8'-6-
T-7"
6'•9'
25
48"
5'-3"
5'•3"
5'3"
5'•3•
5'•3"
5'.0"
40.
V-0"
6 0'
6'-0'
6.0'
6•.0"
5'-8"
32"
7'-1"
7'-1"
T-l'
T-1'
T-1"
6•-7"
24"
8'-7"
8'-7"
8'.7'
8'-6'
T-7'
6'-9"
30
48
4'-7"
4•-7"
4'-7'
4'4'
4'-7-
4'-7"
40"
5'3"
T.3"
5'•3'
5'.3"
T-3"
5'-3"
32"
6'-3"
6'-3"
6'-3"
6`.3'
6'-3"
6'•3"
24"
7'•8"
T-8'
1 7%8-
T.8•
T-7„
6"-9'
36
48
T-11"
3•-11'
3'-11"
3'-11'
T-11"
3'-11-
40"
4- --I"
4--7'
4'-7•
4'.7"
4'-7"
4"-7'
32"
5'.6"
5'S"
5'-6'
5'-6"
5'•6"
5'S-
24"
6.9"
6'-9'
6'-9•
5.9"
6'-g"
6•-9"
42
48"
T-51
3'-5"
3'-S"
3'-S"
3.5"
T.,
40"
4'-0'
4'-0"
4'•0"
4,0"
4'•0"
41"
32"
4'-t0"
4=10'
4'•10"
4•-10"
4'-10'
4'•10-
- 24"
6•-0-
6'.0"
6' 0"
6'-0"
6"-0"
6•,0..
50
48"
2'-11'
2'•11"
2'-11"
2'-1 V
2'-11"
2'-11"
40"
3'5"
3'S"
3'-5"
T.5-
T.5"
T-5"
32
4'-2"
4'•2'
4'•2"
4%2"
4•-2'
4'=2"
24"
5'-3'
S'•3"
5'-3"
6-3"
5'-3"
5'3"
60
48"
2'S"
2'S"
2'-6"
2'•6"
2•-6^
2•-6"
40"
2'-11'
T-11"
2'-i1"
2'-114
2'-1'r
2'-11"
32
3'-7'
T-7'
T 7"
3'•7"
T-7"
3•.7"
24"
4`-7'
4%7'
4'd'
4'-7"
4'-7'
4'•7"
TABLE 1.17
ICC ESR 1398 (20151BC) 12/19/2016
Ground
Rafter
Wrrd Speed and Exposure
Snow Load
Spacings
Exp B
Exp C
1
(psn
C,n
120 130 1 140
110 1 115 1 120
10
48"
14J-2
-tR'
13•-9'
14.10"
14•-3•
LIVE
40"
16'-2•
15'-1"
16'.2"
15'-7•
32"
18'-0"
16=11'
18'-0"
17'-5'
16'-8"
24"20'-8'
19'-5"
20'-8"
20-0'
19'-1"
Exposure
C
130
140
j 150
1 160 170 180
10
48"
12'S•
11.4'
10'-6"
9'•9'
9'-0'
8'•5"
LIVE
40"
13'-7"
12•,6"
1V-7'
10'.9"
10'0'
9.-4
32"
15'-3"
14'•0'
13•-0'
12'-1"
1V-3'
1016"
24'
17'S"
16'"1'
14•-11"
13%11"
13'-0•
1Z-2"
20
48"
10•-7"
10'-7"
10'-6"
9'•9•
q•A`
8'S'
LIVE
40"
1V-6"
11'-6"
ll'-6"
10'.9"
10'•0"
9'4"
32"
12'-T 1"
12'-11"
12'-11"
12'-1"
113'
10'-6•
24"
14-10'
14'-10"
14'-10"
13%11"
13'-0"
12'-2"
25
48"
10'.4"
10'-4"
10'-4'
9•-9"
9'-0-
81-51
40"
11'.3"
11,_3"
1 S'.3`
10'•9"
10'-0'
9'•4"
32"
12'•7"
12'-7"
12'-7"
12'.1"
11'-3•
10'-6"
24"
14'S"
14'S"
14'-6"
13' 11"
13'-0"
12'-2"
30
48"
9'-5"
9'S'
9'-5'
9-5"
9.0"
8'-5"
40"
10'-4'
10'-4"
10'-4"
10'-4-
10'-0"
9' 4"
32"
1V-6"
11'•6"
11'S"
1l'•6°
1V-3"
10'S'
24"
13.3"
13'•3"
13'-3"
13'-3'
13%0"
12'-2"
36
46"
879"
81.8"
8'-8'
8'-8"
81-8'
51-51
40"
9'-5"
9'S"
9'•5•
9'S"
9•-5-
9'-4"
32"
10'-7"
10'-7"
10'-7"
10'-7"
10•_7"
10'-6"
24"
12'-2"
12•-2'
12'_2•
t2'.2•
12•_2"
12.2"
42
487
8'-0"
8=0"
81-0'
8'-0"
8•-0'•
8'-0"
40•
8'-9"
8.9"
8'-9'
8'.9•
8'&"
8•.9"
32'
9'-9"
919"
9'-9'
9•-9"
9'-0"
9'-9'•
24'
1V3"
11'3"
11-3-
111.3"
11'-3-
1V-3'
50
48"
71-4"
7'-4"
7'-4"
7'-4"
TA'
7'•4"
40"
8'-0"
8'-0"
8'•0"
8'.0'
81.0.
8•-0"
32"
V-11"
8'411"
8'•11`
8'-11'
8'•11'
8'-11"
24"
10'-4"
10'4' 1
10.4"
10'4" 1
10'-4'
10'•4"
60
48'
6'3"
6'-3"
6'-3"
6'-3"F74
6'-3'
40"
T-4"
7'-4"
7'4"
T4'
7,4"
32"8-2"
8'-2'
8'-2'
8'.2-8'-2"
24'
9'-5"
9'S"
9'-5-
9'-5"
9'S"
TABLE 1.14
0-032"x2W.625" Rafter iMul0spanl
Ground
Rafter
Wind Speed and Exporure
Stow Load
Spacing.
Exposure
C
130
140
1 150
160 170 j 180
10
48"
12'-5"
l l'-4"
10.-6
9•.9.
g,-0"
8' S'
LIVE
40"
1T-7'
12'-6"
11'-7"
10'•9"
10'-0"
9.4"
32"
15'-3'
14'-0"
13'-0"
12'-1"
1 V-3"
10'•6"
24"
1T-6"
16'-1"
14'-11"
13'-11"
13'•0"
12' 2,-
20
48"
9.0"
9'-0"
9•-0'
9'-0'
9'-0"
8'-5"
LIVE
40"
10.0'
10'-0"
10'-0"
10'-0"
10.0"
9-.4"
32"
11'-4'
1 V-4"
I V-4"
1 V-4"
11'-3"
10' 6"
24"
13'-3•
13'•3'
1T-3"
13=3'
13-0"
12'-2'
25
46"
8'-9"
8•-9"
8'-9'
8'-9"
8'-9"
8'-5"
40"
9'-9"
91-9"
9'-9"
91-9"
9'-9"
9'.4"
32"
1 V-1'
1 Y•1"
11'-1'
11'.1'
11'-7"
10'-6`
24"
17-11"
12'-1 i'
12'Al'
12'-11"
12'-11"
IT-2"
30
48"
T-10"
T-10"
T-10"
T-10"
T-10'
T-10"
40"
8.-9"
81_91,
8._g.
8. g"
81-91
81-9.
32"
10'-0•
10'-0"
10*0"
101•01
10'-0•
10,-0"
24"
111-9'
11'-9"
1 11'-9•
11' 9"
11' 9•
111-91
36
48"
T-0"
7'-0'
7'•0'
T-0"
7'•0'
7'-0"
40"
7'-10•
T-10'
7•-10'
7'.10'
T-10"
T-10"
32"
9'-0"
91•0"
9"-0'
9'-01
9%0•,
9'-0"
24"
10'-8•
10'-8'
10••8"
10'.8'
10.8"
10'-8'
42
48
6'•4"
6•-4'
6'-4'
6%4"
6.4
6'.4'•
40"
7'-1"
7•-1"
7'-1"
7'-1"
7'-1"
T-1"
32"
8'•2"
8•-2"
8••2"
B•-2"
8'-2"
8'-2"
24"
9'•8-
9'-8'
9'S'
9'•8"
9'S"
9'-8•
50
4B"
5'-7"
5.7
5'-7'
S'•7'
S-7"
5'-7"
40"
6•,4•
6',4"
6•A"
6.4"
6,4"
6.4"
32"
7'-4'
7'•4"
T.4'
7'4'
7'4"
T.4•
24"
8'-9"
81•9"
81•9'
8'•9"
81-9"
81-91
60
48"
4'-71"
4'.11-
4'-11"
4'•11-
4'.11'
4--17'
40"
T• 7"
T-7•
5'-7'
5'-7"
5'.7,
5.7'
32"
6'-6"
6'•61
1
6"•6'
6'-6"
6'-6"
6'S"
24"
7'-10'
T-10"
T-10"
7'40'
7'-10"
7'•10`.
(ABLE 1.78
Ground
Rafter
Wind Speed and Exposue
Snow Load
Spacing
Exp 8 Exp C
1
19
120 130 1 140 110 115 1 120
10
48"
16'-4"
18'-4"
-11'
"..,4"
16'-4"
17'-8"
LIVE
40"
20'-0'
20'•0"
.3"
20'-0'
19'-7"
19'•0"
32"
22,•3'
21'.8"
III'"
20'-T'
21'•8,
21'-0"
20'S„
24"
2T-1"
23'-8'
22'S"
23'-8•
22'-11"
223'
Exposure
C
130
140
J 150 160 170 t 180
10
48"
16'-3"
15'-0"
13'-11'"
12'-11'
17-1"
11•-5"
LIVE
40"
17'-9"
16'.5"
15'-3"
14'-2"
13'-3"
12'-0"
32"
19'•4"
t8' 3"
16'-11"'
16-10"
14'-10"
13' 11"
24"
21'-l'
20'•0"
19'-l"
18'-l"
IT-11"
15=11"
20
48"
13'-l"
13'-1"
13'-1"
12'-11'
12'-1"
11'-5"
LIVE
40"
14'-4"
14'-4"
14'-4"
14'-2'
13'-3"
12'S"
32"
15'-11"
15-11".
15'-11'
15'•10"
14'-10"
1T-11'"
24"
16,_4"
18'-4"
18'-4'
18%1'
16'-11"
15'-11"
25
48"
12'-9"
12.9'
12'-9"
12"-9"
T2'-1"
11'-5"
40'
14'-0"
14'.0"
14'-0"
14•-0"
13'-3"
12'-6"
32"
15'-7"
15' 7"
15'-T'
15'-7•
14'-10"
13'-11"
24"
17'-11"
1T-11"
17'-11"
1T-1'1"
16'-11"'
15'41"
30
48"
1V-8'
11%8"
1T'-8'
T7'-8•
11=8"
11'-5"
40"
12'-9'
12'-9"
12.9"
12.9'
12'-s"
12'S"
32"
14•-3"
14%3"
T4'-3"
14.3'
14'3"
13.-11"
24"
16'S`
16'-5"
16'.5"
16'-5"
16'S"
15'-11"
36
46"
10'-9"
10'-9"
10'-9"
10'•9"
f0,
10'-0"
40"
1-1.
11'-9"
11'-9"
17'•9"
11'-9"
11'-9"
32"
13•-1"
13'-1"
13'-1"
13'•1"
13'-1'
13•-1"
24"
15'4'
15'-1"
15'•S"
15'-1"
15'-1"
15'-1"
42
48„
9'-11"
9'-11"
9`11"
9'-11"
9'-11"
g"-1 T"
40"
10'-10,
10' -10"'
10'-10"
10'-10,
10'-lo.
10'-10"
32
12,4
12'-1"
12'-1"
12'-T"
12'_1"
12'-1"
24"
13'-11"
1T-11"
1T-11"
13'-11"'
13'-11"
13'-11"
50
45"
91-1"
9'-1"
9'-l"
9'-1"
91-1'
Still-
40"
9'-11•
1
9'-11'
9'-11"
9'-11"
9111"
9•-11'•
32"
11'-l'
1V-1"
11'-1"
11'•1"
11'-1'
11'-1"
24"
12'-9"
12'-9'
12'-0"
12•-9'
12.9"
12'&"
60
48'
8'.3"
8'3"
8'-3'
8%3'
8'-3"
9,.1«.g:1.g132"
10.2"
10'•2"
10,_2"
10'-2"
10'-2"
N11340"
24"
1 V-8"
11.8"
1 V-8"
11'•8'
11'-8"
TABLE 1-15
0-040"x2-A.625• Rafter fMultisoanl
Ground
Rafter
Wnd Speed and Exposure
Snow Load
Spacing
Exposure
C
130
140
150
160 170 180
10
48
16'-3"
15'-0"
13'-1T"
T2'-11"'
1T-1"
11'S"
LIVE
40"
17'-9"
16'-5"
15'-3"
14'-2"
13'-3"
12'S"
32"
19'4'
18"•3'
16'-11"
15'-10"
14'-10"
13'•11"
24"
21'-1•
20.0"
'19'-1"
18'-1"
16'-11"
15' 11'
20
48"
12'-1"
T2'-1"
12'-1"
12'-l'
12'-l"
11'-5"
LIVE
40"
13'-3'
13'-3"
1T-3"
13'•3"
13'-3"
12'S"
32"
14'-11"
14'-11"
14'-11"'
14"•11'
14'-10"'
13'-11"
24"
1T-3"
17'-3"
17'-3"
17••3"
16-11"'
15'-11"
25
48"
1 V-9"
1 V-9"
11'-9"
11'-9"
11`--9"
11'-5"
40"
12'-11"
12'_11"
12'-11"'
12'-ll"
12'-11"'
12'_6"
32"
14'-6"
14'-6"
14'S"
14'-6"
14'-6"
13'-11'"
24"
16-10"
16'-'
16'-10"
16'-10"
16'-10"
15'-11'"
30
48"
10.8•
W-8"
10'-8"
10'.8•
10.-8'
10'-8"
40"
11'-9'
11'-9"
11'-9"
l l •-9'
11=9"
11'-9"
32"
13'.3'
13'•3"
13'-3'
13'•3'
13'•3"
131.3
24"
15'-4•
15.4"
15'4-
15'.4'
1564"
15'4"
36
46"
9'-8"
9'-6'
9'-8"
91•8•
9••8"
9•.8"
40"
10'•8'
10'-8"
10'-8"
10'-8-
10se"
101•8'
32"
12'-1"
12,,1"
12' 1"
12•-l'
12•-1"
12,_t"
24"
14'-0'
14'•0"
14'•0"
14'•0"
14'•0"
14'-0'
42
48"
8'410-
8'-10'
8'-10"
6-10'
8' 1
8'-1 0"
40"
91-9"
91-9"
9'-9"
9.9"
9T
9'-9'
g'.g"
32"
11'-0'
11'•0"
11'-0"
ill-01
11 •.0'
24"
12'-10"
12'•10"
12'-10"
12'-10"
17.10'
12.10'
50
48"
6.0'
8'-0'
8'.0'
8'•0"
8'-0"
8'-0"
40"
8'-10"
8'-10"
8.10"
8'-10•
8'-10,
81.10"
32"
10'-0'
10'.0"
t0'-0•
10'-0'
10'-0"
10••0"
24"
11-9'
111-91
11'-9"
111-9"
111-9"
11'.9,
60
45"
T•2"
T.2'
7-2-
7-2"
7'-2`
7'.2'
40"
8'•0"
8-0•
8'-0"
32"
9'-l'
9'•1"9'-1'
24"
101•8"
101-8"
1Q'-8'
10.3•
10'-81
10=8"
TABLE 1.19
0-042"x3"x8'Rafter (Single Spain)
Ground
Rafter
NRnd Speed and Exposure
Snow Load
Sparing
Exp B
Exp C
s
m
120 1 130 1 140
110 115 1 120
10
72•
TT-4"
TT-4"
16'.3"
1T-4'
6'-10"
T6'-0'
LIVE
64"
18'-4"
18-4"
17'3"
18'-4"
17'-0"
48"
21'-1"
21'-1"
19'.11"
21'-1"
�1117'-10"
20'-T"
19'-7"
32'
25'-6"
25.-6
24'.,'
25'•6'
24'-11"
23••9"
Exposure
C
130
140
1 150 160 1 170 180
10
72"
14•-8"
13'-6"
12. 5"
11••6'
10'-9"
10'-0"
LIVE
64"
15'-7"
14'-4"
13'3"
12'•3'
11'-5"
10'.B"
48"
18'-0"
16-7"
15,•4"
14'.3•
13'.4"
12,.5"
32"
21'-10"
20'•l"
18'-8"
17'4•
16'-3"
15'3"
20
72"
12'-4"
12'-4"
12'.4"
11' 6"
10'-9'
10'-0"
LIVE
64"
13'-1"
13•-1"
1T-1"
12'3"
1V'5'
10'•8'
48
15-1"
1511"
15•-1"
W3'
13'-4"
12.5"
32"
184'
18'-4"
18'•4"
17'-4"
16'3"
15'3"
25
72•
12'-1"
T2'-1"
12'-1"
11'-6"
10'-9"
10'-0"
64'
12-10"
12'-10"'
12'-10"
12'3'
11'-5"
10•-8"
48"
14'-9"
14'-9"
14'-9"
14=3"
13'-4"
12'S"
32"
17'-11"
IT-11"
17'-11"
1T•4"
16'3'
15"3`
30
72"
IT, -0"
11'.0"
11'-0'
11'-0"
10'-9"
10'-0"
64
11'•8"
11%8.
11.5"
11'.8'
11'-5"
10'S"
48"
13'S"
13'S"
13•-6'
13'-6'
13'4"
12.5"
32"
16'S"
164.51
16.5'
16'-5'
16'-3"
15'3"
36
72"
10'-2"
10'--2"
10'-Z'
10•-2'
10'-2"
10'-0"
64"
10'-9"
10'_9"
10'3'
101-9'
10'-9"
10'-8"
48"
124"
12'-4"
12'•4"
12'4"
12'-4"
12'-4"
32"
15'-1"
15'-1"
15'.1'
15'-l'
15'-l"
15'-1"
42
72
9'4„
9.4"
9.4"
9.4„
g.-4"
9.4"
64"
9'-11"
9111`
91.11,
9'-1 t"
9111,
9'-11"
48
l l'-5"
11'.5"
11.5-
11'.5'
1 V-5'
1 V-5`
32"
13'-11"
13'-11'
13'-11"
13'.11"
IT-11'
50
72"
8'-7`
8--7-
8•-7-
8'-7-
8'•7"
8'-7-
64"
9'-1"
9'•1•
9'-1"
9'-1"
9'-1"
91•1'
48"
10'-6"
10'-6'
10'•6`
10'-6"
10'-6"
10'S"
32"
12'-10-
12••l0"
1V-10"
12'-10"
12'-10"
12'•10"
60
72"
T•10"
T.10-
T•10"
7'-10'
7'-10-
7•-t0"
64"
8.3"
8'3"
B'•3"
8'-3"
8'-3'
8'•3"
48"
9•-7"
9.7"
9'-7"
9'-7"
9'-7'
9•-71
32"
1V-8"
11'-8"
11'-8•
11'-8'
11'.8"
11•_8'
Lattice Tubes
Ground
Lattice Tube
Wind Speed and Exposure
Snow Load
Gauge
Exposure C
s
130 140 150 1 160 170 180
10
15x15•
72"
72"
72"
72'
72
72"
LIVE
2"x2"
72"
72"
72•
77"
72'
72'
2"x3"
72"
72"
72"
72"
72'
72"
3"x3"
72"
72-
72"
72"
72"
72"
20
1.5"x1.5"
72"
72"
72"
7Z"
72"
72"
2'x3"
72'
72"
72"
72'
72"
72"
3.x3"
72'
72•
72"
72"
72"
72"
25
1;5"xl.5'
72'
72"
1 72'
72'
72"
72"
2"x2"
69'
69"
69"
69'
69"
69"
2"x3"
72"
72"
72"
72'
72"
72"
31,x3"
72"
72"
1 72"
72"
72"
72--
30
1.5"xl.5•
65"
65"
65"
65"
66'
65'
2"x2"
62"
62"
62"
62"
62'
62"
2"x3"
72'
72"
72"
72"
72'
72'
3"x3"
72"
72"
72"
72"
1 72'
1 72'
36
1 5"x1.5'
59"
59"
59'
59"
59'
591•
2"x2"
56"
56'
56"
56"
56"
56"
2"x3"
68'
68"
68"
68"
68"
68"
3"x3"
71"
71"
71"
71"
71"
71"
42
1 5"x1.5"
54"
54'
54"
54"
54"
54'
2"x2"
50'
50'
50"
50"
50"
50"
2"x3"
61'
61'
61"
61"
61"
61"
3"x3"
63"
63' 1
63" 1
63"
63" 1
63"
50
1.5"x1.5"
48"
48"
48"
48.
48"
48"
2"x2"
45"
45"
45"
45"
45"
45"
21.x3"
55"
55"
55'
55"
55"
55"
3"x3"
56'
56"
56'
56'
56"
56"
60
1-5"x1.5"
43"
43"
43"
43'
43"
43"
2"x2"
39"
39"
39"
39,
39"
39'
2
49"
49"
49"
49'
49"
49"
3"x3"x3""
49"
49"
49"
49"
49"
49-
TABLE 121
Amerimax Exterior Home Products
28921 US Hwy 74
Romoland, CA 92585
Carl Putnam, P. E.
3"1 Ivylink Place
TABLE 1.t6 Lynchburg, VA 24503
NOTE: RAFTERS MAY OVERHANG 25 % OF THEIR CLEARSPAN kAdpulnnm�,-ca
0-042"x3"x8" Raker W.Ifisoaw
Ground
Rafter
NAM Speed and Ex oaum
Snow Load
Spacings
Exposure
C
130
1 140
150
160 170 180
10
72"
14'-8"
T3'S"
12`-5'
11'S•
10'-9"
101-0"
LIVE
64"
15'-7"
14'•4"
13"•3'
12-3"
11'-5'
10'-6"
48"
18'-0"
16'-7"
15'-4"
14'.3"
13'4"
12.5'
32"
21'-1ff
20'-1'
18'-8'
S7'•4"
16'-3"
15'-3"
20
72"
10'•8"
10'•6-
10'S•
10'-8'
101.8
1Q•.U`
LIVE
64"
11'-5"
11'S"
11'-5"
1V-5•
1V-5N
10'-8"
48"
13-5'
13'.5"
13'.5"
13•.5'
13-4
12'S"
32"
16.8"
16.8"
16'-8'
16'-8'
16-3"
15'•3"
25
72"
10'-5"
10'-5"
10'-5"
10'-51
10'5"
10,'0"
64"
11'-1"
11'-1"
11'-1'
11'-1'
11 -1"
10'•8"
48"
13'-1"
13'•1"
13'•1"
13'-1'
13•_1•
12'•5"
32"
164"
16'-3"
16%3"
16'3'
16'-3"
15'.3"
30
77
9'-4"
9'-4'
9 '4"
9'04"
9.4"
9'.4"
64"
10'-0'
10'-0"
10'•0"
10'-0"
10'-01
t0'-0-
48"
ll'-10'
1V-10'
11'-10"
11'-10,
111-10.
111•10,
32"
14'-9'
14'•9'
14'-9'
14'-9-
14.9"
14'.9"
36
72"
8'•4"
8'•4"
8'4"
8'4"
8'•4"
8'-4'
64"
9'•0'
91-0"
91•0'
91-0"
9'-0'
9'-0'
48"
10'-8"
t0'•8"
10'•8'
10'S"
10%8'
10'-6"
32"
13'S"
13'S"
13•_5"
13,•5"
13.5"
13'-5"
42
72
T-7"
T-7-
T 7"
7'-7,
7'-7"
7'-7"
64"
8'-2"
8'-2•
8'-2"
8'•2"
8'.2•
8.2"
48"
9'-9"
9'-9'
9'-9'
9%9-
9'-91
9-•9"
32"
12'-3'
12'-3'
12'3" 1
12'•3"
12'-3"
12'.3"
50
72'
6'-9"
6'-9•
6'-9"
6'-9"
6'-9•
6%9'
64
7'-3"
7'-3•
7•-3•
713"
7,3"
T-3"
48"
8'-9"
8'-9•
8'-9'
8"09"
8'.9"
8'.9'
32"
1l'-1"
11.1'
11'"1'
11=1"
11'-1"
11'-1'
50
72"
5'-11"
5•-11"
5%1l'
T-/1"
T-11"
5"-11"
64"
6'-5'
6'•5"
6'5"
6••5•'
6•S"
6-5"
48"
7'-9•
7'-9"
7'-9"
7'•9"
T-9•
7'1'•
32"
10'-Q"
10•-0• llow,
10'•0"
f0'-0"
10'-0•
DEC 19 2016
Page 7 of 83
TABLE 1.211
SECTION 2.0 POST SPACING, POST TYPE AND FOOTING SIZE FOR LATTICE COVER
Ground Snow Load: D psf Live Load: 10 psf Roof Design Load 10 psf Wind s eed: 110 MPH EXPOSURE B
Ha.
w, w9 Or1Aa
9.5MI••1',1' M10
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ai lr
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fort nnrwtlwrn
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M21 US Hwy 74 3441 lvylink Place
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ICC ESR 1398 (2015 IBC) 12/19/2016
Page 8 of 83
SECTION 2.0 POST SPACING, POST TYPE AND FOOTING SIZE FOR LATTICE COVER
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Amerimax Exterior Home Products
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Carl Putnam, P. E.
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Amerimax Exterior Home Products Carl Putnam, P. E.
28921 US Hwy 74 34411vylink Place
Romoland, CA 92585 Lynchburg, VA 24503
(434) 384-2514
raldelld 1M0&2MMLU1
DEC 19
ICC ESR 1398 (2015 IBC) 12119/2016
Page 10 of 83
SECTION 2.0 POST SPACING, POST TYPE AND FOOTING SIZE FOR LATTICE COVER
4lbk fo"C'nWrg�
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28921 118 HLvy 74 3441 trylln8 Place
Romolan d. CA 925a 5 Lynchhurp,VA 24503
(434)384-2514
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DEC 19
ICC ESR 1398 (2015 IBC) 1211912016
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Amerimax Exterior Home Products Carl Putnam, P. E.
Romoland, CA 92565 Lynchburg, VA 24503 a�c`'g1Q Pu EN
(434)384-2514 Ci
gst11111t IFP. MfiU0mG:6tmel q¢ /1 _
DEC 19 2016
ICC ESR 1398 (2015 IBC) 12/19/2016 € V /` € A1�111_ 1' Page 12 of 83
SECTION 2.0 POST SPACING, POST TYPE AND FOOTING SIZE FOR LATTICE COVER
Ground Snow Load: 0 of Live Load: 20 psf Roof Desi n Load 20 pst Wind Speed. 115 MPH EXPOSURE B Seismic Ss= 150% Seismic Design Category D Freestanding orAttachei Ox roobng"d- pubic rooing'd" euox fwnng-d' cubk fooling •a' eubn tooling-e• euhie Footing"d- eu Me bonneN come Doting"d" eubx fnnnne •r b'e'f�i'tl mhr lining"a- cubic oaring _�
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Ground Snow Load: 0 psf Live Load: 20 sf Roof Des n Load 20 sf Wind Speed: 115 MPH EXPOSURE C or 130 MPH EXPOSURE a Selsmlc5s= 250% Seismic DeSI n Category D Freestanding or Attache
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Tablet Caa4abr'rd Constralnw rnmhained Cnmfra,rlM ConrlreMed g Cm Hrawrd mkt �M NraMed r CaagwnN Consbalned (ppUWrnl Consrcained ComUained r'n lei• Y/'ML roeewgpnJ hib I. upltlk (ooti'g l�inl Wb ;n -plk Fooryng Iinf Inb MN, Up Ak Fao rig jxrj via Min Uplift Fnn, pr,( Irib MYI Up NR FvoGy (N,) IA Min Upla Foo IYg pnl Irib Min Uplift FnnWi,,nf YI► Min Uplift Footing lint Irlh Min Uplift FaoUa W( q� Min Uplift fnotin
Y M1^mY eln htiv'IPa Fa. [d ai W M a,L Iph T.ea PnKry Ma. na.ggnyA Plt r n a i✓ c.r a w, M.aatialg.aple a Iaaeb )nlLa ga hoed' a ea.. rw pew Pea F e Muvmglifnl Irib -1-in U_liRe M..P-1 (I^�
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Ground Snow Load: 0 psf Live Load: 20 psf Roof Design Load 20 psf Wind Speed: 115 MPH EXPOSURE C or 130 MPH EXPOSURE 8 Seismic5s= 150% Seismic Design Cate a D Structures are Attached to Exis t i ng 8uildin
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crib Min Uplift Yootl•g Irib Min uplift Footi `gel el nib Min uplift Foop,g pAl YN Min Uprlt riaoting (in) YL M tl �pYt FoVWg Mi bA Min Uplift 1 Foo[Ing (in) hib Min Uplift fppVy rb Irib Min Uplift fooling tin) Irib Min Uplift (dAY,g (in) Irib Mn Uplift Faokng lln) bib Min Uplift F,oting tin Irib hfin U lac FooUn 1
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Post Foopng Max Pos[LInglhl PosI Fooling Max Pon Length I Pon Footing Max Pmllenolrl pot Fooling Max Itenglh+ r Post Fooling A!lr t4n[langth Pon Fooling Max Pmllength rV., rv[gint Maefq,Llrr,tllM1 Pos[ Fooling Max post Length _ Posl Foaling Maa post Length Post Fooling Maa PostLmglh Pon footing Max Pm[lenglh Pas[ Foolin
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Amerimax Exterior Home Products Carl Putnam, P. E,
20921 US Hwy 74 3441 Ivylink Place
Romoland, CA 92505 Lynchburg, VA 24503
(434)304-2514
4gS10 u Vur[1®cVP14;tgl.net
DEC 19 2
ICC ESR 1398 (20151BC) 12/19/2016
Page 13 of 83
SECTION 2.0 POST SPACING, POST TYPE AND FOOTING SIZE FOR LATTICE COVER
Ground Snow Load: p n5f Live Load: 20 psf Roof Desi n Load 20 psf Wind So eed: 130 MPH EXPOSURE C or 1S0 MPH EXPOSURE B Seismic Ss= 150% Seismic Des€ n Cate ory D
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Post Fming Mr Pnl length
trib Min Uplift Fmting(in)
Past Fmling MaxAUAI WM
r IS'
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bib
11•
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Amerimax Exterior Home Products Carl Putnam, P. E.
28921 US Hwy 74 3441 Ivylink Place
Romoland, CA 92585 Lynchburg, VA 24503 Cj5
(434) 364-2514 �' tl`� /�
FA[IRLF10A07C Sk41�8[ Q^ .AP'p 'y
DEC 19 2
ICC ESR 1398 (20151BC) 12/19/2016
Page 14 of 83
SECTION 2.0 POST SPACING, POST TYPE AND FOOTING SIZE FOR LATTICE COVER
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Amerimax Exterior Home Products Carl Putnam, P. E. CJS� �y
28921 US Hwy 74 3441 Ivylink Place l(,
Romoland, CA 92585 Lynchburg, VA 24503 �,
(434) 384-2514 ��f Pfl
SlA rtour MX;;o n1 Li31.fW Q C w /l
DEC 19 2
]CC ESR 1398 (2015 IBC) 12/1912016
Page 16 of 83
SECTION 2.0 POST SPACING, POST TYPE AND FOOTING SIZE FOR LATTICE COVER
Ground Snow Load: 25 psf Live Load: Z0 asf Roof Design Load 21 psf Wind Speed: 115 MPH EXPOSURE a Seism€cSs= 1509b Seis le Qes€ n Cate v D Freestandingor Attaches
eub,e laaung'd' cube, fooang•d' ipbs bollvg •tl' cubic footing-tl- cub,, Doting-d cubic Doting •d• cubk foaling"I' euh„1-11ng•d' cubk fsonng V' came fooling •d gsbSfoo Wg'd' cable foolhe-T,
f.W1.t Constrained CglpgMed C=lnL Constrained Constained fo„slralned Cnnstained Constrained Coni,w*d Connrainea CanWwxta Canpamd
Crib Min Uplift Fooll [g lmn'li Crib Min Uplift µaol�ing lint R4 Mik lea. Fgp gMl Inb Min ;plift Fooling(inl trib Min �cu,R Footing (in) Inb Min Uplift Footing line tab Min Uplift Fmlinglinl [rib Min Uplift footing lln) lib Min Uplift IF ingllnl Irib Min Uplift Foaling line nib Min Uplift Foobng(iwI Mh Min Uplift Foolerytidl
F+o.W I`M m n M x m b .sa ss.•r ryal5,x yryle «aem
rHJ ra• �'• ! L' na Mee A'_ Ir l3' 4.T Ilea r fY !e' s T.,... b,.l a ,n cc. ...__ e. .,. ... .. •__ ... _. ._. ._ __. _ ... T P 1 F g Max von ,y voat a may van x Past fan a Mr.PwL4v.gIM1 rose looley max Postlex
vmt Pooeng Mae Po ,I" 1 vmt Taouae Max PmtlenelM1 I vwl Fwdng Nw ryalirgN � Post Faonne Mex Pon LengM � _ _. __. y, I Post M1Le Post g,M1, M� vnl n B Mavvostle aM I m uP urte
Mex
Teae One fl u e.e T.,... e..L v I• sa an ice. n.l r aa• La ....� �� _• .,. .-. ... Post F
a4GYgNC ➢
ggxp,mdf1rP
FS
ri
15
1g F6
l+.T no
11
1
ll'- 1u1 Ni
g0 15
16-1U'
19-1•'
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1 11 1 3 31
4Y 2 2
3
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rqy
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if
1? 10 16
erriT f2
l Ab
yp+1^ f1 S
1l
ghMC rri krif
1r' lT Tl
/6
PT.-
zr& Fg
Ground Snow Load:
25
sF
Live Load: 20
psf
Roof Design Load
21
psf Wind speed.
115 MPH EXPOSURE
C
or 130 MPH
EXPOSURE
Table 1.1
awadn tuM
Irib
a�
Min
r...._
x
Uplift
n_s
u_
CwnfraNed
loot bg ell}
e. .,. Mgtc•
cum,
Irib Min Uplift
.� ...__ .._�
Fwung b'
Constrained
Fooling tin)
e. .,.
cbbx mndng •
Conseabsea
Yib Min Uplift Woleg pee
... .. •. ... _ M.east".
Irib
ung -d'
cuox Constrained
Min Uplift Footing (in)
_ ... lanem
m c b 9 •T
Cn mllalnetl
hS Mn Upw Footeg thg
Pnt g Mn vmtl mgb
cubi, fooling'tl'
CnnsvalneA
orb Min Uplift 1-I.g(I.)
Pon F rag Mae Pm[ em
cub.
Irib Fee Up I-
vml F M
Pael Faapng Max Peal Lane,n• I coat Faaune Ma. Paar l.aeln f .ae. Faa.•e MnPa,ite-ran I Pan moon. Ma.Poejl;,4m I - Pmt Foo a m..PmlleaeLn Pon a max ron l�nem n'
upnrz o ngl elm' o Pm1 Upirtl ropwgpnl i w Mil IMttg Ma, ml'g poi 114 qn up a a. Post �•glh I lena,h 1
Cmw4m ""'in)
Constrained Corun,(in) Comlrained
Irib MI. Uplift fepla��gJ Inb Min Uplift FaoOng lln) aFlb Min Uplift Fasting (in) Inb Mln Uplift Foaling lint pb In Uplift Fooly lMl
I Pail g M.e PgLLangm vast Faaene Ma. vaatl.e„em I Post F e Ma. Pa,rLaneL
em € Past Fa. Max Pa can i e MaxP -Lane,
Ground Snow Load; 25 psf Live Load: 20 sf Roof Design Load 21 psf Wind Speed. 115 MPH EXPOSURE C or 130 MPH EXPOSURE B Seism€c Ss- 15096 Seismic DesignCate [} Structures are Attached to Existing9uildirl art toohng'd' mblc 'a• ung'd' rabic foofMg •d' rxbc aobeg •a• cubs m
v nng'tl• p _u C cram, ,ng 1 cubctaoling'd' cubk looting'
T.Ye xIW o Comtrained roanrr.v cubx: Ioo�Mv.lred Comeangd ConzlrainM � �aLgd cljb8 00 �.w C°n8 Cxntanea *lamb ae Ca,mn.a C--mines cnnsna.,d
Vih Yee Uplift Fooling tin) taib Min Uplift fodwg (ml bih lryR Uplift Foodag lMi alb Min Uplift Footing (Inl Irib Min Uplift
footing lent Irib Min UpIiR Wetly Onl Irib Min Uplift Footing line Uib Min Uplift Fooling (in) [rib Min Uplift Fweyj84 nib Min Uplift Faoh'ng prat tub Min Uplift fooling line uW Mus UpIiR Fooling (in) Fe.l Lmmh xa. vagM�ln mem Pon mNn saL Langm anem ♦ongrafL Lange, langm Poat w.r.Ia
ivoa F✓k18 exP if 14 s Taa. b.a a IT sc co r..__ o_, a• .. .. .. -_. _ ... __. ar•Fd• vwL Fsot ne Muvostleylb Post F e Mae Post (in) Fwr F e m"'tin n
Yib Mn Uplift rooleegp^i nib Min Uplift F Ung(in) nib Min UpIiR F,wting (in) Inb Min Uplift F.fing(in) ilb MA Uplift Foolhg lYJ Irb Min Uplift Foanng lRp [rib Min UpIiR Faoling(Inl Irib Min Uplift Faalaaf+al Irib Min Uplift •foawig lMj^ •Irib Min Uplift Faoling lent.. aerlb Mn UpIiR Wnby (all elrib Mn Uplift faslMgAnl
Post Fooling Max Post length Post Fooling Max Posl length I Post Fooling Max Post lengmil Post Fooling Max Posl Length Post Footing Maa pose Length tax poll Fooling Man Post Length Pos[ Fooling Max Post Length Poz[ Fonling Max Posl Length Post Fooling MhPoel Lfslglh Post Fooling Max Post Length Pos[ Fooling Max Post Length Pos[ Fooling M.a Posllesg 1a Tvm Iasi g' l2' 15' _ f,L Ivnv {rl L' tie' IS' 16' sere 4�L 0' 11' ls' 10.3' rvpa line a' 12' w tl• nos 0..1 fl' tz tc• r....• r:..L o• s,. �c• .,. �._� _� ... ... ._. - _. .., _ _ __ _ _
Amerimax Exterior Home Products Carl Putnam, P. E.
28921 US Hwy 74 3441 Ivylink Place
Romoland, CA 92585 Lynchburg, VA 24503
(434) 384-2514
ca111141 na(hI%nl111 sSLnMI
DEC 19 2(
ICC ESR 1398 (2015 IBC) 12/19/2016
Page 17 of 83
Franc+�nrlina nr AHharhnrf
SECTION 2.0 POST SPACING, POST TYPE AND FOOTING SIZE FOR LATTICE COVER
Ground Snow Load: 25 psf Uve Load: 20 psi Roof Design Load 23 psi Wind So eed: 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 5eism ic Ss= 150% Seismic Design Category D
Talie2"lI
J
M 111/ Ps 31Fp
D ❑utir.r NA
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"MINN. 451rr:L i1F ryILt
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x. _..leeery^r
Constrained
n6 Min Uplift Foo[Ing (in)
Fooling IraeA
r."-fVN"Y •••
rawlraneJ
Rk Mna YpeA Thalrrg lhl
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ba F NL Mw Fwrldyq
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g
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F .naln
mb
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a rt.n
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a LeneA
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Ground Snow Load: 25 psi Uve Load: 20 psf Roof Deslign Load 21 Psi Wind S eed: 140 MPH EXPOSURE C or 260 MPH EXPOSURE B Seismic Ss=150% Seismic Design Cate ory D
rill I.S3
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Amerimax Exterior Home Products Carl Putnam, P. E.
28921 US
RomolandHCA 92585 L chburgk VA 24503 �5g1Place 0 �•Ip
(434) 384-2514 Q4 4 PU
C3S3UtilaM@F4IIG96L _
DEC 19 2016
r
ICC ESR 1398 (2015 IBC) 12/19/2016
Page 18 of 83
SECTION 2.0 POST SPACING, POST TYPE AND FOOTING SIZE FOR LATTICE COVER
Ground Snow Load: 25 s# live Load: 20 psi Roof Design Load 21 psf Wind Speed. 150 MPH EXPOSURE C or 170 MPH EXPOSURE B Seismic Ss= 150% Seismic Desi Cateary D Freestandin or Attaches
[ubk 1^[Y' ew,e im4g,g{' nabbls^liq"d" tddg Y erYe 3aelwrg'd elAtlwr{•d t"M b`63i"{'I- ra,YK1'{"e" trYrfn,tln3•d erhe lbetW"d 'eWlt feaxl{•d e.WrRoenne'd' ifbk 141g eonsl,ained constrained Conxrflwrtl fnmbained CUmbfllard inn
:trained fmMrrYW eonslrainee eonslrainea CYnpwvd Constrained eo�lUfnetl Yb Min Uplift fau'1'{linl Irib Min Uplift fooling Onl 1F16 Min UpliH Fooling lin) Illb Min Uplift Fooling lin) tnb Min Uplift Faatxg(r4 IFR Min Uplift Fooling lin) ab Min Uplft Tieu'. Uib Min Uplift Fooling lin) Irib Min Uplift Footing lint tub Min U,lift lrYingf[n} Irib Min Uplift footing lln) hib Mai UpYt Laoleg pn}
1le,yM Fmnng Wrrlq ta'�a Pit F r Maapirte"g1A Pit Foot g Maa PitlenerM1
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Ground Snow Load: 25 sf Line Load: 20 p5f Roof De si n Load 21 sf Wind S ed: 150 MPH EXPOSURE C or 180 MPH EXPOSURE B Seismic Ss= 150% Seismic Design Cate or D Freestandin or Attaches
Ugpr{•d' tube la»w{•d- [ rty a' 4aba a• eaNa ry(xgY pnbg vfmw T [lye iaatur8 •p• aw.c 1patmg-T raAif b)rn{`d' grmw Rt'd k Iw{'s• a.ar[ n91rsd"d' Table 3a3 l Constraned CamUfL�ed CrnrlRar y CarrrYawetl fnnslrained C.mp4lrafd C^RlUflnrd Canslralned ilarlYggr!/ CinpfLYtl CvgrFY^N Constrained blh Min Uplift Fooling lint tM Mn Uprk Fpotatx tnl tnb Mw Uphk FONgy FW YIY Min Uplift Fop Erg3 p'4 4ib Min U lift Faatin
tn,I1F PiF F>m{ Yr.Irila.{N Pon pa Ug�g P glint Irlb Min Ups.lift f�WF Irlb MN U � UrY Min Uplift Faolin , wj" raF Eflg (In} Rib Min U lift Foonn pint Footng Maa PmtLe"grM1 IiF Faaxg Ma.pint Fina"g WaP pit Pinang Pon f m. rrel p glin) bb M,n Uplift rq3 (D4 Uib g{a Uplift Poo D elinl Irib Min Uplift Footing tin)
MUPmttengrM1 p
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?Ih @tl r xi }y �S•__ Sxrl d'1 r 11' 1S' [C iraa IuV Y 1]' IS' illy Iran n..l g 11 ra ar rn r._s .i .- ... .. .. .-_ .. - "_ ." ". "__ _ __ fa,ylri Y'{b h.r erW. uF. r..gtb ray .oyry lntta./D F,r+f Mwfrtr
Ground Snow Load: 25 psf Live Load: 20 qsf Roof Design Load 21 vsf Wind Speed - 160 MPH EXPOSURE C or 180 MPH EXPOSURE B Seismic 5s= 150% Seismic Design Category D Structures are Attached to Existin U,11p
g-a' cub¢ one t fOplMg-e' cub4 laa Mg aha DoOre a• coed Doane"d• cue¢ oo0ng'e' cubs ng" cu6rc bpl ng-d mbn nog a [ublc faonng'r cubit feufm8 f l.w fag cp c eortrbamea cp,nv�.a eonsnamea fnrrsnamed m^m.Yea mmv.]xe eonsnamed cfaxnraxa c0„rp.«d ro con:Ranee carxvamea ea".barred Irib Min Uphk FoaU.,, lln) Fab MiI uplift FOlup ql4 Vib Min Uplift Fwtmglinl Uib Min Uplift Footing (in) ub Min Uplift Footing On) Irib M.] Upvt Fa" llrr} Irib Min Uplift 1 Footing tin) RN Mal Up NR FoatYg pit Irib Mla Uplift Fooling iY4 Ylh Mln Uplift Footing Orr) Uib Min Uplift Fooling lint nb Mlq Uplift Footing lint
FaOMg M rosl tlFr le"ed
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Amerimax Exterior Home Products Carl Putnam, P. E.
28921 US Hwy 74 3441 Ivylink Place
Romoland, CA 92585 Lynchburg, VA 24503
(434) 304-2514
sadal�m9pW. gaiw,nal
DEC 19 20'
ICC ESR 1398 (2015 IBC) 12/19/2016
Page 19 of 83
SECTION 2.0 POST SPACING, POST TYPE AND FOOTING SIZE FOR LATTICE COVER
Ground Snow Load: 30 psf Live Lead: 20 psf Roof Design Wad 25 psf Wind So eed: 115 MPH EXPOSURE
twDie Fw6n1-r e.M. •.- tw,,F-.g •d• 1,im 1pFPd['r evtr l.I"i
Tablet 11 Consnalned Com d Constrained Wxaraned rnnsnained
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Seismic Ss= 150% Seismic Design Category
IUii M1Yy'd 1MglxW'1 •P nihe lFspdrr•r
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9:r fl 3L ]■ n 31
t}31• q n M 19 11
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or Attaches
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,
sor Ir- A
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r•[• FI iI 1r ill 1!
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is'•r 5 SI It }1 )i
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Ground Snow Load: 30 sf Uve Load: 20 sf Roof Design Load 25 sf Wind Sin) eed: 115 MPH EXPOSURE
rwe]Nr y w • war wefaer ewe -ar ne4r •r
i.N4 [.S1 tnew'Sard Fwanai,e. co,Ynainee C9nbis'rd ransnalned
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a•`M v m UmMdi PoY SYI F.nMxsw M Pmr
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Ground Snow Load: 30 sf Uue Load: 20 sf Roof DesignWad 25 sf Wind S eed: 115 MPH FXPOSilAE
sv■,c rvalr'r r,ef r Uwe •r M,r
raLr]a-vl 4mIMWd coinlaalmst mnanainea Gb,asn..st+ mnxhamxa
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taafr
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Amerimax Exterior
Home Products
Carl Putnam, P. E.
28921 US Hwy 74
3441 Ivylink Place
L-GCj$`o}'•
�N
Romoland, CA 92585
Lynchburg, VA 24503
L'Vv'
Q
Pzr
I
(434)384-2514
QQ-
i(
splleusnnlnl�Drli,n4sl.nat
DEC 19
ICC ESR 1398 (2015 IBC) 12/19/2016
Page 20 of 83
SECTION 2.0 POST SPACING, POST TYPE AND FOOTING SIZE FOR LATTICE COVER
Ground Snow Load: 30 psf Uve Load: 20 pst Roof Desi n Load 25 P0 Wind So eed: 130 MPH EXPOSURE C or 150 MPH EXPOSURE B Seismic Ss= 150% Seismic Desi n Category D
fr+l• r u,
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e h
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Amerimax Exterior Home Products Carl Putnam, P. E.
28921 US Hwy 74 3441 Ivylink Place
Romoland, CA 92585 Lynchburg, VA 24503 �g5►dRAL thF
(434) 384-2514
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cacfcW3naw�yar lceatruai oO 'U I a.
DEC 19 20'
ICC ESR 1398 (2015 IBC) 12/19/2016
Page 21 of 83
SECTION 2.0 POST SPACING, POST TYPE AND FOOTING SIZE FOR LATTICE COVER
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Amerimax Exterior Home Products Carl Putnam, P. E.
28921 US Hwy 74 3441 Ivylink Place
Romoland, CA 92585 Lynchburg, VA 24503 q'•
1434) 384-2514
5gT1p3H0Am�camA:asl-ne; p�}yh Y �,
DEC 19 201
ICC ESR 1398 (2015 IBC) 12/19/2016
Page 22 of 83
SECTION 2.0 POST SPACING, POST TYPE AND FOOTING SIZE FOR LATTICE COVER
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Table 214,
All 4
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Amerimax Exterior Home Products Carl Putnam, P. E.
28921 US Hwy 74 3441 Ivylink Place
Romoland, CA 92585 Lynchburg, VA 24503 (GS
Ifnllnvinam 11E4
.4181.5Y51rIf9i
DEC 19 2(
ICC ESR 1398 (2015 IBC) 12/19/2016
Page 23 of 83
SECTION 2.0 POST SPACING, POST TYPE AND FOOTING SIZE FOR LATTICE COVER
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Amerimax Exterior Home Products Carl Putnam, P. E.
28921 US Hwy 74 3441 Ivylink Place
Romoland, CA 92585 Lynchburg, VA 24503
(434)384-2514
£9dlUl[gAR�5Y03:311L0.0.[
DEC 19 201,
ICC ESR 1398 (2015 IBC) 12/19/2016
Page 25 of 83
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Amerimax Exterior Home Products Carl Putnam, P. E.
28921 US Hwy 74 3441 Ivylink Place
Romoland, CA 92585 Lynchburg, VA 24503
1434)384-2514
cast, ulnrni®temc6sl.nnt
DEC 19
ICC ESR 1398 (2015 IBC) 12/19/2016
Page 26 of 83
SECTION 2.0 POST SPACING, POST TYPE AND FOOTING SIZE FOR LATTICE COVER
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28921 US"74 3441 Ivylink Place
90moland, CA 92585 Lynchburg, VA 24503
(434)384-2514
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DEC 19 2
ICC ESR 1398 (2015 IBC) 12/19/2016
Page 29 of 83
SECTION 2.0 POST SPACING, POST TYPE AND FOOTING SIZE FOR LATTICE COVER
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18 L 1f
Amerimax Exterior Home Products Carl Putnam, P. E.
28921 US Hwy 74 3441 Ivylink Place or►L
Romoland, CA 92585 Lynchburg, VA 24503 �f�•5?�
(434) 384-2514 Q G Flu 4R
cd[I931SP91q�S.9[i149$Lnr t QQ' r n
DEC 19 201E
ICC ESR 1398 (2015 IBC) 12/19/2016
Page 28 of 83
00
L1 HEADER
(3004-H34 ALUM. ALLOY)
2"
t=0,024',
0.032' or,
0,04-
u
co
O RAFTER & SIDEPLATES
(3004-H34 ALUM. ALLOY)
LATTICE TUBES
1,5'xI.5' e3' o/c
2'x2' e4' o/c
3'x3' e6' o/c DETAIL L4
2•x3• e5' o/c
LATTICE
3105 H24
ALUM ALLOY
� 3 �
L4 POST/RAFTER/LATTICE TUBE
(3004-H34 ALUM. ALLOY)
FOUR #8 SMS
RAFTER TO
HEADER
CONNECTION
6063T6TS
SEE TABLE
BELOW FOR
ALUM ALLOY
t=0,060'
2 4"
1* SCHEDULE
L9
BRACKET USED W\2" X 6 1/2' RAFTERS
BRACKET USED W/ 3'xB'
AND 3'x3' RAFTERS
Allow able Trib Wdth
Wind No. of #8 Screws
Soeed Irinl Hand- 1 7 7 4 J
115 rrph
0.040
Cmbte 2xa
11'
17
2U
ExpC
0.042
0.042"x3'x6"
6'
9'
1P'
15'
0.042
Double 3x8
12'
19
20
160 rrph
0.040
Double 24
7
10
14'
17'
Exp C
0.042
0.042W%8"
4'
5'
T
9'
0.042
Cuubie 3xa
T
11'
14
18,
#14 Screw s
180 nph
0.040
Double 2x6
7'
11'
14
18'
Exp C
0.042
0 042"x 3"x 8"
4'
6'
8'
9'
0.042
Double 3x8
6
11'
15,
19'
160 rrph
16G nin
8" Sleel C
12
16'
20'
Exp C
16G rrin
Double Steel C
20'
180 rrph
16G min
8" Slael C
9'
14'
Exp C
16G min
Double Steel C
19'
20'
x 3' METAL POST
DETAIL L25
L7 3
EIGHT #14 SMS
TWO 3/ONS' EMBEDMENT
00,
L.AG SCREW W/ I'll, a!$
0 C
ON EACH SIDE DF POST.
DOUBLE
HEADERS USE
ONE BRACKET
PER HEADER
SEE GENERAL NOTE #19 AND
LATTICE NOTE #3
UNITS MUST COMPY WITH
TABLES Ll AND L2 ON SHEET
M5
MAX WIND SPEED
IS 150 mph
A5 FIR EXPOSURE C
LUMBER FLOOR
JOIST OR HEADER
ATTACHED STRUCTURE POST
TO DECK FLOOR JOIST
ICC ESR 1398 (2015 IBC) 12/19/2016
#8 SCREWS W/ 5' 0 WASHERS
SCREWS I" LONGER THAN LATTICE HEIGHT
OLATTICE TO
LIS RAFTER C❑NN,
LATTICE
LU M. RAFTER
CONTINUOUS 2"x6" OR 2x8"
DOUGLAS FIR LEDGER OR
PROVIDE SIMPSON STRONG
TIE MSTA36 (ICC ESR 2105) AT
SPLICE LOCATION
COVER W/ 0.019"ALUMINUM
1/4' LAG SCREW OR
#14 SCREW W/ 2,5'
EMBED INTO WOOD
STUD SEE TABLE
7.5 COLUMN ANC4
FOR QUANTITY
ALUM.
nRAFTER
EXISTINGRAFTER
SIRMIRE
HANGER
2- 14 X i
(DETAIL L7)
EACH SIDE
GALTERNATE RAFTER TO WALL CONN.
STUD -
2,5'
1' MIN
SEE GENERAL
NOTE #23
SEE TABLE 7.6 FOR
REQUIRED FASTENERS
TWO #8 SMS EACH SIDE
THREE #8 SMS EACH SIDE
FOR 160 MPH WIND AREAS
AND 3X8 RAFTERS IN 25
PSF GROUND SNOW LOADS
1 1/2' FOR 2 X RAFTERS 6V;3--T5 AWM. ALLOY; T= 0.078
2 3/4' FOR 3 X RAFTERS ( �
i@ RAFTER HANGER
ROD
0.721,5610.72
0.93 I --
�
�0.72
I 013 156 3.00
'1 0.28
0.37-
0,72
�I I 0.17
t = 0,030' ALUM
= 0.040' ALUM
= 0,041' STEEL
L11 3" ALTERNATE POST
#144 SCREWS W/ 2,5' OF 11/4' LAG SCREWS DR (3105 H7_5 ALUM. ALLOY OR
#
PENETRATION INTO WALL A-653 Fy=40 KSI STEEL)
STUD W/ MIN SG = 0.5
3' X 8' ALUM
RAFTER BRACKET
DETAIL L7
3' X B' ALUM HEADER
L15 POST ALTERNATIVE FOR
SLAB ATTACHMENT ONLY
#14 SHEET METAL SCREW
MAXIMUM WIND C❑NDITI❑N IS
150 MPH EXPOSURE C
Page 30 of 83
POST
Engineers Stamp
FOR 2" X 6 1/2' RAFTERS
FOR 3' X 8' RAFTERS
H
1/4' BOLTS ASTM A307 SEE BELOW FOR QUANTITY
DOUBLE OR SINGLE
3'X8' STEEL C
BEAM. BOLT LAYOUT
FOR SPLICED AND
NON -SPLICE O .
ATTACHMENT Le
Req'd
Beam # of
Type 114" bol
All C Beams "On Slab" ;
4
16G Steel 3x8
4
12G Steel 3x8
8
b ble 12G Steel 3x8
8
ALUM RAFTERS H
0 0
;DOUBLE HEADER O
2'X6.625'
42'X3'X8'
,041'x3'x3'TEEL POST
FOUR #14 SMS
L12 EACH SIDE
NOTE- SEE SHEET MISC5o OR MISC510
FOR MOMENT CONNECTION SPECS
jAmenmax- 28921 US Hwy 74
EXTERIOR HOME PRODUCTS ROmoland,CA 92585
BEJ/CP
NTS om onent Ports & Connection Detoils
For �atia & Commercial Lattice Structures
LTO 1-2015 1 of 4
L16
3/8' BOLTS W/ 1' DIA,
x 3/32' THK. STL. WASHER
TO 8' STEEL 'C' BEAM
5.5"
SEE TABLE 7.4 COLUMN 'N'
FOR QUANTITYF❑R
- 1.575" — 2.843"
#14 SELF DRILLING
SCREWS SEE TABLE 7,4
COLUMN 'L',
r- 0.097"
I 'H- ' UW I ALTERNATE 3' SQ POST CONNECTOR
T BRACKET (6063T6 ALUM)
2.25" I T.a' IF DETAIL L29 IS NOT USED ATTACH
I 0.750SIDE PLATES AS PER DETAIL L26
.091—� /3 8' BOLTS SEE TABLE 7.3 COLUMN 'H'
FOR QUANTITY
0,041x3'x3' OR #14 SELF DRILLING SCREWS
STEEL POST SEE TABLE 7.3 COLUMN 'G'
%1 FOR QUANTITY
2.5"
o.a75" 3-x8' 12 (t=0,105') OR
16 GAUGE (t=0,059')
STEEL C BEAM
0.042'x3'xB' BOX Fy= 50 KSI
BEAM WRAP 7 75"
DETAIL L1
0
12 and 16 GA 31x8' STEEL C BEAM
W/ 0,042'X3'X8' ALUM WRAP
3'-6'
F
3'-6'
I
0 1 1-6
3', 4', 5' OR 6' ASTM A500
GRADE B STEEL POST
SEE GENERAL NOTE #9 FOR
C❑RR❑SI❑N PR❑TECTI❑N
ICC ESR 1398 (20151BC) 12/1912016
L j g HEADER SPLICE DETAIL
2- 14 SMS
SIDE
3' x B" F EADEft�
2- 2' x 6 1/2" SIDEPIATES
� EEANCH SIDE OF
EXISTING DF J
FRAMED WALL
3,5' MIN
�1
2,5' MIN PENETRATION
INTO WOOD FRAMING J
W/ MIN SG = 0.5
SEE ALLOWABLE DISTANCE TO FIRST
ROW OF POSTS IN TABLE 7.7
20 GA ASTM A653 GRADE 33 STEEL BRACKET
THREE#Bx1.5" WOOD SCREWS INTO RAFTER
AND 2X FASCIA
ONE BRACKET PER RAFTER
0
RAFTER
DETAIL "All" Jrr
ROOF COVERING IS A MAXIMUM
Z
OF WOOD OF 3 PSF HEAVIER ROOF COVERING
FASCIA SHALL REQUIRE ADDITIONAL
ENGINEERING ANALYSIS
2"x WOOD FRAMING
DOUGLAS FIR —LARCH
SEE DETAIL#2 Q,AI OR A2
SEE GENERAL NOTE #23 }1V03t
0.019" ALUM OR 0.035"
VINYL COVER
1/2'
L FASOA
ALUMINUM SEE TABLE 7.0 FOR MAXIMUM
Fors FASIFNEx OVERHANG SEE
RAFTER SCHEDULE SCHEDULE 0 RIGHT
ALTERNATE EAVE ATTACHMENT
DETAIL "A2"
HISM ER SPLICE MUST BE
c CENTERED ON POST r MIH
E7(ISTING RAFTER
T
u FASCIA ,-
POST
3•
Seal with permanently
r flexible & waterproof
sealant
CONTINUOUS 2"x6" DOUGLAS FIR LEDGER
OR PROVIDE SIMPSON STRONG TIE
MSTA36 (ICC ESR 2105) AT SPLICE
LOCATION
1.00'min, COVER W/ 0.019" ALUMINUM
_ SEE GENERAL NOTE #23
1/4' Lag Screw
ATTACH LATTICE COVER
AS PER L7
Completely Seal with
permanently flexible &
waterproof sealant
1,00'min, STUCCO ATTACHMENT DIET
I C22 WITH LEDGER BOARD
Synthetic Stucco or
other non—structural covering
(1' max, thick)
Sheathing
Page 31 of 83
Live
IMAX DISTANCE To FIRST ROW OF POSTS "L"
Snow
RAFTER
EAVE OVERHANG
SIZE
6" 12" 18" 24" 30"
10 psf
2x4
21'-1'
18'-10'
10'-10'
6-6'
3'4'
140 mph Exp C
2x6
21'-1'
21'-1'
21'-1'
21'-1'
15-7'
2x8
21'-l'
21'-T
21'-1'
21'-1'
21'-1'
20 psf
2x4
12'-4'
9'-10,
S'-0'
3'4'
140 mph mph Exp C
2x6
12'-4
124'
12'-4'
1 V4
8'-2'
2x8
12'-4:
12'4'
12'4
12'4
12'4'
25 psf
2x4
11'-9'
9-0'
14'
3'-1'
V-7'
140 mph Exp C
2x6
11'-9'
11'-9'
11'-9'
10'-9'
7'-B'
2x8
11'-9'
11'-9'
11'-9'
11'-9
11 11'9'
30 psf
2x4
9'-10'
7'-8'
4'1'
2'4
0'-10,
140 mph Exp C
2x6
9'-10,
9'-10'
9'-10'
B'-0'
V-0'
2x8
9'-10'
9'-10'
1 V-10'
9'-10'
9'-10,
36 psf
2x4
8'4
6'4'
3'4
V-7'
0'4'
140 mph Exp C
2x6
8'4
8'-3-
1'-3'
1
T-4
4'-8'
2x8 1
8'-3'
8'-3'
1'4
8'-3'
V-3'
42 psf
2x4
7'1'
5-3'
2'$'
1'-1'
0'-0'
140 mph Exp C
2x6
7'4
7'-1'
7'-1'
5'-9'
X-8'
2x8
7'-1'
7'-1
7'-l'
7'-1'
7'1'
50 psf
274
6'-0'
4'•3'
2'-0'
0'•7'
0'-0'
140 mph Exp C
2x6
6'-0'
6-0'
6'-0'
4'8'
2'1'
2x8
6'4
6'0'
6'-0' 1
64
6'-0'
60 psF
2x4
5'-0'
318'
V-6:
0=2'
0'-0'
140 mph Exp C
2x6
5'4
5'-0'
5'-0
1
3'-6'
1'-10,
2x6 1
6-0'
5'-0'
S'-0'
5'-0'
51-0'
�Amenmax 28921 US Hwy74
EXTERIOR HOME PRODUCTS Romoland,CA 92585
BEJ/CP
NTS orn °tent Paris & Connection Details
For �atio & Commercial Lattice Structures
Engineer's Stamp I_.
15,
2 of 4
r— 2- —� r— 2-1
0.024'
0.024" 0.024'
6 s/8" SEE 3"
DETAIL s s/e"
L26
3"
z3' SQUARE COLUMN
(3004-1-134 ALUM, ALLOY)
L24 2' x 6.5' SIDEPLATES
(3004—H34 ALUM, ALLOY)
Lattice or,
Solid Panels
0.042"x3"x8" HEADER
Alum, Bracket
(t 0.06
ET DAIL L9
Lattice ar . Alum,
Solid Poneli-7 6" MIN
#8 SMS � '�
3' x 8' Header
3' x 8' Header #1 (0,042')
(0,042') 2• x 6' Side Plate
FOUR #14 SMS
EACH SIDE FO I I 2" MIN #le
EACH HEADER
3' x 8' F
3"x3" POST 3'x3"
2x6.5" SIDEPU
I I
FOUR #14 SMS EACH SIDE FOR 140 MPH EXP
C SLAB ATTACHMENT AND UP TO d=26'
UPLIFT FOOTING,
8' OR 1/2 '0 GALVANIZED OR STAINLESS
STEEL HILTI KWIK BOLT TZ CONCRETE
�. ANCHOR (ICC ESR 1917) W/ 2' EMBED
L AND 1'0 WASHER
p1OR EQUIVALENT
'I TT 1,
x
L25 .Se �9
ALUMINUM BRACKET FOR C❑NNECTING
POST TO F❑❑TING OR 4' SLAB
(6063—TG ALUM ALLOY)
SINGLE SPAN ATTACHED UNITS ONLY
REQUIRES SIDEPLATES AS SHOWN IN
DETAIL L26
3"X 3" 2"X 6.625"
POST ISIDEPLATES
ALUM. FOOTING
BRACKET
SLAB OR FOOT NG
ALTERNATE 1.5" 3"x3" ALUMINUM RAFTER
L3Q RAFTS+R TWO #10 OR #14 SMS
ATTACHMENT LATTICE HEADER
4-8 #14 SMS
C.042"x3"x8" A.. EACH SIDE
HEADER --I 11 SEE NOTE
"B" I
3'x8' HEADER C❑NNECTI❑N 2'X6' SIDEPLATES SEE
SEE NOTE FOR DIMENSIONS— NOTE FOR THICKNESS
'A' AND 'B' REQUIREMENTS
L26 1
J FOUR- #14 SMS
EACH SIDE, SPACED EVENLY
N❑TEi SEE SHEET MISC5a
OR MISC510 FOR SPECS ON
MOMENT C❑NNECTI❑N —14
WITH 51DEPLATE
MAXIMUM UPLIFT F❑❑TING FOR
THIS DETAIL IS cl=26'
Live
MAX "L" FOR TOP
Load Wind Speed
'DR SIDE MOUNT
(psf) and Exposure
16" o/c 24"olc
TOP MOUNT BRACKET
10 130 mph Exp B
21'4" 14'-5"
STEEL Fy 33 ksi
140 mph Exp B
20'-7" 13'-6"
.21' =
BRACKET IS 1.094' WIDE
116 mph Exp C
21•-6•• 1a-5"
fLO
130 mph Exp C
19.4. ITT"
140 mph Exp C
17'.1" 11'-S"
SMS
\/ 8" Tx4s� lBRorEMTD Fir)20
co+ox��
140 mph Exp C
11'-a" T-s"
ALUM ` ""
RAFTER HANOM }axis' . .
TOP MOUNT #I4x3.5'
t NOT
ALLOWED IN SNOW LOAD AREAS
L t*
SEE GENERAL NOTE
#9 FOR
ATTACH PER
CORROSI❑N PR❑TECTI❑N
TABLE 7.5
1' MIN GAP BETWEEN ENISTING EAVE
LEDGER AND ROOF FOR WOOD
FRAMING
L27 ALTERNATIVE SPLICE FOR ATTACHED UNITS
MAXIMUM F❑❑TING SIZE IS c1=26"
ICC ESR 1398 (2015 IBC) 12/19/2016
DRAINAGEABOARD",�
ALUM
ALL HOUSE PENETRATIONSRAFTS
MUST BE COMPLETELY ANDREWS
PERMANENTLY SEALED
0.125"x1.5"x1.5" STEEL
(Fy=33 KSI) "L" BRACKET
2" SPACING
L r�❑ BETWEEN SCREWSN
B
CKET
EAVE ATTACHMENTEAVE
OVERHANG AND
'L' MUST ALSO COMPLY
WITH DETAIL L17
Page 32 of 83
SEE SHEET M8 FOR
STEEL
POST
REQUIRED SLAB
FOR CONSTRAINED
3/8' x 9' STEEL
FOOTINGS
REBAR EMBEDDED AT
'B' DEPTH
q
P
d < 33' B = 9'
d d'
❑
) B
d<38' B=12'
d < 46' B 18'
4
d< 51' B= 24'
V D
q d
3"
� v
fl
❑
CONCRETE F00TI
L�9
d
FREESTANDING
OR ATTACHED STRUCTURE
COLUMN
TO FOOTING CONNECTION DETAIL
f
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tlFCALIf
DEC 19 2016
Engineer's Stamp
Amerimax- 28921 US Hwy74
EXTERIOR HOME PRODUCTS Romoland,CA 92585
BEJ/CP
Campanent Ports & onnection Details
NTS For patio 2, r e.�. 1-4441.. car . f .. a
LEt
LT02015
3 of 4
ALUMINUM L31 UNDERHUNG DOUBLE RAFTERS
STUB^ POST
HLUM 1
RAFTER
DOUBLE
?AFTER
r=C' USE
11CREW F❑R 10 PSF AND 115 MPH EXP C
2 SCREWS FOR 60 PSF AND 180 MPH EXP C
3'X8' RAFTERS USE
2 SCREWS FOR 10 PSF AND 170 MPH EXP C
3 SCREWS FOR 60 PSF AND 180 MPH EXP C
L32 DOUBLE RAFTERS
2"X6.625" ALUM RAFTERS USE
ONE #14 SMS UP TO 115 MPH EXP C
fW0 #14 SMS UP TO 180 MPH EXP C
i" RAFTERS USE
TWO #14 SMS UP TO 30 MPH EXP C
THREE #14 SMS UP TO 180 MPH EXP C
'CREWS REQUIREMENTS ARE PER RAFTER
MATCH RAFTER SCREWS
WOOD
FRAMING
SG=D.5 MIN
1' r11n
2.25' MI
L33 CRIPPLE RESISTANT CONNECTION FOR RAFTERS
ALUMINUM RAFTER DOUBLE RAFTERS USING THIS DETAIL MAY BE
DETAIL L1 OR L2 SPACED AS PER TABLES 1,13-1,20 OR SINGLE
RAFTERS MAY USE HALF OF THAT SPACING
RAFTER HANGING (ex: 48" FOR DOUBLE, 24" FOR SINGLE)
BRACKET DETAIL L7 (2) #8 SCREWS FOR ALL GROUND SNOW
LOADS UP TO 42 PSF
(4) #8 SCREWS FOR 42 to 60 PSF
GROUND SNOW LOAD
�-3X8 HEADER
SECTI❑NED VIEW
ICC ESR 1398 (20151BC) 12/1912016
RAFTER M❑UNTING
BRACKET ATTACHED AS
PER DETAIL L9
Page 33 of 83
■
SEE GENERAL NOTE #23
FOR WEATHER PR❑TECTION
MAY NOT ATTACH HEADER
1/4' LAG SCREWS OVER WINDOW OR OTHER
(SIX PLACES) WALL ❑PENING
3'X8' ALUM
RAFTERS
INSIDE
W
BRACKET
DETAIL L7
HEADERS
U
:D
3'X8' ALUM
(HEADER
k14 SELF -DRILLING
TRIBV)
,CREW (SIX PLACES)
WIDTH
Lill
WA
w
POST SPACING
ME
L34 �
H
X
Ir LL]
DETAIL L29 or M5 V
MAX TRIBUTARY AREA
79 SQ. FT FOR 10 PSF
HEADER ATTACHMENT 41 SQ FT FOR 20 PSF
TO WALL 47 SQ FT FOR 25 PSF GSLx
40 SQ FT FOR 30 PSF GSLw
xGR❑UND SNOW LOAD
ASSEMBLED VIEW
CHECK POST SPACING FOR
HEADER IN TABLES
!AU�
�NTS merimax- 2.92,USHwy 74
XTERIOR HOME PRODUCTS Romoland, CA 92585
CPom onent arts & Conncctlon etails
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DEC 19 201 6Engineers Stamp 10=14 of 4