915 NE 96 StJest Location
Uplift Pull
st (P or F)
Test Location
Uplift
t (P
Pull
or F)
Test Location
51
52
Uplift
Test
Pull
(P or F)
1
2
!'n
•
26
27
3
28
53
4
29
54
5
30
55
6
31
56
7
32
51
8
33
58
9
34
59
10
35
60
_
11
36
61
12
37
62
13
38
63
14
39
64
15
40
65
16
41
66
17
42
67
18
43
68
19
44
69
20
45
70
21
46
71
22
47
72
23
48
73
24
49
74
25
,..-----•
50
f
75
dU1
Du Quesne & Associates, Inc.
Consulting Engineers Environmental • Civil • Structural
Testing Laboratory Building Inspection Services
ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE
IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE
PROTOCOL PA 106
SITE SPECIFIC INFORMATION
UTR N2 11855
Owner's Name: a)* li t S tc. . LL t o'T Permit #. 4o 7 4)
Job Address* q i'.S ICJ G. 6 U0 ` �T � N t l A M
Roofing Contractor*
Type of Tile: .ALT u g & t eJ I ' -•O , &IJJ 'JET Date Installed* 1 • 2 S 9 / e ' — '
Approximate Roof Height: 14 feet Roof Pitch 3 • 12
Type of Access to Roof: Scaffolds Ladder Other
Approximate Square Footage of Roof: 5 ' D Oft
Required Testing Force: 35 lbs. Testing Equipment: Chatillion DFIS 100
Date Tested 2 ' 3 11
■ 9 l�
Quesne, P.E.
neer
13
Du Q - e & Associates, Inc.
E.B. License #0005245
Lab Certification #94- 0318.01
TEST RESULTS
P = PASS, F = FAIL
SKETCH OF ROOF IN BACK
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT
QUALITY CONTROL TEST.
7821 S.W. 24th Street • Suite 104 • Miami, Florida 33155 • Telephone (305) 264 -1425 • Fax (305) 264 -1426
11 11
■ ■ ■■ ■■■ AVAM O1111 ■ ■ ■^\ ■0■■■■■ ■■
1111 ■ ■ ■ ■I /■■■■ i■ \■[SAL U'■ \.. MI11 ■ ■ ■■
■ ■■ ■ ■ ■RnI NF7 ■ ■■ \1111 ■ ■ ■ ■► \1111 ■ ■ ■■
■■■ ■ ■■■■`■■r■ ■r Tr■�■ ■■■■■
■■■■■■■\\■■■■`■■\111111■■■ \1111■■■
■■■■■■■■i \MIME■■■ ■11\IVII■.\■■■■
■ ■ ■ ■■■■ ■EU ■`W ■/?7■■\°\..i■■ ■\■■■
■■■■■■■■■■■\■■■i■■■■\\■rR■■\■■
IIIHhIIIIIIi!!!!uMI!!i
■■■ ■ ■ ■■■■ ■ ■ ■ ■wnsorFum -a 7A■ Ir
■■ 1111■■■■ ■ii %■!!\■■■I1 ■I ■ /,7r ■ ■ ■■
1111 ■■■!1111 ■ ■I ■■U J ■■ MI I.■MA ■ ■M1111
!!!P ■111! 0■ ■1111■ ■ ■11I■l ■■, ■■ % ■■■
v to r Absw■rmu■■■r■cmm ■a■r1111■■
W■■■ri■M■■`AWI■r■■■AM.■/E■■■■
111■ •■r11111►M■ ■ ■E ■r■MM■■■■■ •••
I■■N. INIMIE „ E■■■E■ ■■ME ■■1111■
Wt-4■1110 ■ ■`11 ■ ■I■■■■■■■■
111111111/11EZEMMENI.MINIMMINIIIIME
I I!IiIiiIIHIiHiIIIIIINII
I
yr
01 17%107
$UTCH OF ROOF
NOTES
SHEET NO F
CALCULATED BY DATE 11
CHECKED BY DATE
SCALE rb
JOB
,
Date 11 - 25 - 96 Job Address 515 N.E. 96 Street Tax Folio
Legal Description 1 Designated : Yes_
Owner/Lessee /Tenant Dennis P. Elliott Master Permit H
Owner's Address 915 N.E. 96 Street Phone 867 -7800
Conu actingCoQuality Roofing Contractor, Inc. Address 251 N.W. 99th Street
Qualifier Carlos Arocho SSil Phonc
State # R r D D q, R h 2 7 Municipal# Competency 1! t Z88a _ - -- Ins. Co.
Architect/Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL 1 QOEIr1§ PAVING FENCE
WORK DESCRIPTION Tear off old roof to wood deck, tin cap 301b. ASTM felt
code, mop on with type III asphalt one layer of 90lb. ASTM felt
valley and eave drip metal where required and install Spanish S
Terracotta mortar set approved.
Square Ft. 51 sq. Estimated Cost (value) $ 17,000.00
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY
RESULT IN YOUR PAYING TWICE FORIMPROVEMENTS TO YOUR PROPERTY (IF YQU INTENT) TO OBTAIN INA NC[NG,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMM ENCEtf•I ENT.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum Of applicable. !
certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I and i a;iin! that sepa: ate
permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK
A _'. A_ :..�*
g
.•FI►
regul ngc•
44
tw•e ofo
04
ondo Preside Date
Preside
le(
Date
MARYLOU HERNANDEZ
MY COMMISSION d CC 324212
WIRES: October 10, 1997
Bonded Thru Notary public Underwriters
OWNER'S
laws
.APPROVED:
Zoning
Mechanical
AV1T:
Notary as to • veer and/or Condo
My Commission Expir
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
fy that all the foregoing information is accurate and that all work will be done in compliance with all applicable
zoning. Furthermore, I authorize the above - named contractor to do the work stated.
FEES: PERMIT /.. ied RADON ' C.C.F. 49 NOTARY
ARY
Building
Notary as to Cot raetor or Owner - Builder
My Commission Expires:
Electrical
Plumbing Engineering
SIGN
Signature of Contractor or Owner- Builder
as per bui1�
and will
Clay Tile
.RRNANDEZ
CC 324212
Jar 10, 1997
. :ubtb Undery iters
•:'OTAI. f)1
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. TAX FOLIO NO.
STATE OF FLORIDA:
COUNTY OF DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes. the following information is provided in this Notice of Commencement.
1. Legal description of property and street address: 915 N.E. 9 6 Street
Miami Shores, da 33138-
2. Description of improvement: Install new Tile roof.
3. Owner(s) name and address: Dennis P. Elliott
Interest in property: Owner
Name and address of fee simple titleholder:LILL
915 N.E. 96 Street
4. Contractor's name and address: Oua 1 1 t y Rnnf i nri C'nntrar -tnr Tnn _
by Section 713.13(1)(a)7., Florida Statutes.
Name and address: N/A
9. Expiration
different da
Signatur 01 Owner
Print iwner Name
/.4//s PEgiejir
Sworn to and subscribed before me this 11 day of
Notary Public
Print Notary's Name
My Commission Expires:
; �� MARYLOU g' ANDIZ
.4 ti MY COMMIS$I I # CC 324212
:...:;? EXPIRES: October 10, 1997
.• Bonded Thtu Notary Public Underwrite=
96R76908 1996 DEC 20 08:53
Mjmi shnrPs, Flrrida 33138.
251 N.W. 99th Street Miami , F1 or; r9a '111
5. Surery:(Payment bond required by owner from contractor, if any)
t�f11SN :At Or DADE.
9 o
'�7�rtl PAa' 4r'.a lc a .vu,' r ,�„ i
Name and address: N/A `'1s zq c offIccr o" =
Amount of bond $ i rn..
nd ovrca
� 7r ocn €�1••
6. lender's name and address: N/A k ,� 8-' ; r
at� / {�
7. Persons within the State of Florida designated by Owner upon whom notices or other documents rr,y-be served as provided
8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in
Section 713.13(1)(b1,.Florida Statutes.
Name and addiess:N /A
of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
pad('
�a
Prepared by:Carlos Arocho
Quality Roofing rnntra -tor, L
Address:251 N_W 99th Street
Miam F o n r1a 43.1 5
1 23.01.52 2 W.
Appendix "E"
UNIFORM ROOFING PERMIT APPLICATION
PROCESS No.
Contractor's Name: 1 , lrti jm Job Address: 9 7 £e
Nroc)A0
ROOF CATEGORY
❑ (Low Slope Application) ❑ (Nail -On Tile) (Mortar- Adhesive Set Tile)
❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other)
�
�/ ROOF TYPE
❑ New Roof Ed ❑ Recovering ❑ Repair ❑ Maintenance
Flat Roof Area (ft Sloped Roof Area (ft , 37 , Total (ft C � ®— Master Permit No.
Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1):
Ft.
n
Ft.
A
V
Deck type: ,:C c=c'd t �L
Fastener Type:
ATTACHMENT
SPACING
i �
Field: n.( . Perimeter: (e r; c . Corner:
io
DETAIL 1 & 2
ROOF HEIGHT AND SYSTEM DETAILS
(Draw details as needed)
k 1•
3
—r 1 ' --
TJ _
r —
r
r
� k
_
ROOF PLAN
-
x
Ridge Ventilation?
1 a) 8
MEAN HEIGHT
3'
Appendix "E"
UNIFORM ROOFING PERMIT APPLICATION
PROCESS No.
o alp
Deck type:
yUnderlayment:
I
Insulation:
30 lb, Ors VA
Ohl
12"
ROOF SLOPE
D E T A I L 3
SLOPED SYSTEM DESCRIPTION
Fastener type & spacing:
Cap Sheet:
Roof Covering:
Page -2
TILE CALCULATIONS
(Pmaxl: ?2.3 x 2,, (Aerodynamic Multiplier0,a. 1 ) - M = M 19. O(pPCA: (.4 .50
(Pmax2: /D a7 X X (Aerodynamic Multiplier): 33. a (8 ) - M u 3 5 = M 243 PCA: (9(9-Y
(Pmax3: 103.9 x X (Aerodynamic Multiplier):3)-14 ) - M:$ J = M 24 PCA: (do •5O
ATTACHMENTS REQUIRED
1) Fire Directory Listing Page
2) Dade County Product Control
Notice of Acceptance -Cover Sheet
a) Specific System Description
b) Specific System Limitation
c) General Limitations
d) Applicable Detail Drawings
3) Municipal Permit Application
4) Other Component Approvals
ME�DADE METROPOLITAN DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
Altusa Tile
Alfareria del Turbio, S.A.
Barquisitneto, Venezuela
PRODUCT CONTROL NOTICE OF ACCEPTANCE
BUILDING CODE COMPLIANCE DEPARTMENT
SUITE 1603
METRO -DADE FLAGLER BUILDING
140 WEST FIAGLER STREET
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901
FAX (305) 375-2908
Your application for Product Approval of Altusa Tile Nail -On. Mortar or Adhesive Set Clay " Altusa S" Roofing
Tiles under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of
Construction, and completely described in the plans, specifications and calculations as submitted by Redland
Technologies, The Center for Applied Engineering, Inc., and Testwell Craig Laboratories & Consultants, Inc.
has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County,
Florida under the specific and standard conditions set forth herein.
The approval shall be valid for a period of three years. The Building Code Compliance Department reserves the
right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If
product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify
or suspend the use of such product or material immediately. The Building Code Compliance Department reserves
the right to require testing of this product or material should any amendments to the South Florida Building Code be
enacted affecting this product or material.
The expense of such testing will be incurred by the Manufacturer.
PRODUCT NO. :
ACCEPTANCE NO.: 94- 0914,01
EXPIRES:
APPROVED:
FEB 1 4 1997
Raul Rodriguez
Product Control Division
Supervisor
- PLEASE NOTE -
THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS.
BUILDING CODE COMMITTEE
This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code
Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under
the conditions set forth above.
FEB ? ? 1995
k—
Charles Danger, P.E., Director
Building Code Compliance Department
Metropolitan Dade County
Applicar.Lt:
Altusa Tile
Alfareria del Turbio, S.A.
Barquisimeto, Venezuela
PRODUCT CONTROL NOTICE OF ACCEPTANCE
ROOFING SYSTEM APPROVAL
Category: Prepared Roofing
Sub - Category: Tile
Type: Nail- on/Mortar Set/Adhesive Set
Sub -Tyn: Clay
System Description
Product Control No.: 94- 0914.01
Approval Date: FEB 2 2 1955
Expiration Date: FEB (4 1997
Alfareria del Turbio, S.A. (Altusa), located in Barquisimeto, Venezuela, manufacturers clay roof
tile for nail -on, mortar set or adhesive set applications. All tile is manufactured from natural Venezuelan
clays. Thislroduct Control Approval relates to Altusa's "Altusa S" tile profile. Refer to appropriate
Product Control Approvals for other tile profiles.
The "Altusa S" tile profile is available in a variety of natural clay colors and has matching trim
pieces used for rake hip, ridge hip, and valley terminations. These accessories are manufactured for all
profiles and form a part of this Product Control Approval. Optional rubber or clay eave closures are also
avai lable.
Altusa roof tiles have been tested in compliance with the South Florida Building Code
requirements for clay, nail -on, mortar set or adhesive set tile applications. The minimum roof slope for
the "Altusa S" nail -on tiles shall be 2 ":12 ". See the "Profile Drawing" section in this approval for the
"Altusa S" profile drawing. The "Altusa S" profile has been tested for both wind characteristics and
static uplift performance, therefore, any consideration for installation shall be done as a 'Moment Based
System'. Data for attachment calculations is noted in Tables 1 through 4 of this Approval.
Almar (USA), Inc., located in Miami, Florida, is the sole approved importer under contract for
selling and distributing Altusa products in the South Florida jurisdiction.
Contact:
Carlos J. Fernandez
General Manager
Altusa Tile, Almar (USA), Inc.
6645 Northwest 77th Avenue
Miami, FL 33166
(305) 471 -5830
1
Raul Rodricuer
Product
#30 Felt
#43 Coated Base
Sheet
Mineral Surface Cap
Sheet
Rainproof II
Ice and Water Shield
Mopping Asphalt
• Flashing Cement
TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS
Dimensions
N/A
N/A
N/A
Lenzingtex -ZB 140 59" x 164' roll
Underlayment 22 Ibs /roll
30" x 75' roll
36" x 75' roll
or
60" x 75' roll
36" x 75' roll
N/A
N/A
Test
Specifications
ASTM D 226
type II
ASTM D 2626
ASTM D 249
PA 104
PA 104
PA 103
ASTM D 312
type III or IV
ASTM D 4586
3 ////j
Raul Rodri
Product Control No.: 94- 0914.01
Product
Description
Saturated organic felt
to be used as a nailed
anchor sheet.
Saturated and coated
organic base sheet for
single or double ply
underlayment.
Mineral surfaced
asphalt roll roofing
for use as a top ply in
a double ply
underlayment system.
Single ply, nail -on
underlayment.
Single ply, nail -on
underlayment with 2"
self - adhering top
edge.
Self- adhering
underlayment for use
as a top ply in a two
ply underlayment
system with approved
#30 or #43 as the base
layer.
Asphalt for bonding a
mineral surface cap to
a mech. attached base
sheet in a double ply
underlayment system.
Cut back, asphalt
based, asbestos free,
fiber reinforced,
trowel grade cement
for repair and flashing
applications.
Manufacturer
generic
generic
generic
Lenzing
Performance, Inc.
PCA #94- 0527.05
Protect -O -Wrap, Inc.
PCA #94- 0714.01
W.R. Grace Co.
PCA #92 -1 1 16.01
generic
generic
Test Product
Product Dimensions Specifications Description
Altusa'S' Clay Roof l = (81/2" ASTM C 1167 High profile, interlocking, one - piece,
Tile w = 10" 'S' shaped, clay roof tile equipped with
'/:" thick two nail holes and a single roll. For
direct deck nail -on applications only.
Trim Pieces
TRADE NAMES OF PRODUCTS MANUFACTURED OR
LABELED BY APPLICANT
I = varies
w = varies
varying thickness
ASTM C 1167
� '
r
1
Raul Rodri‘ ucz
Product Control No.: 94- 0914.01
Accessory trim, clay roof pieces for
use at hips, rakes, ridges and valley
terminations. Manufactured for each
tile profile.
Product
Asphalt Primer
Roofing Nails
Tin Caps
Wood Battens
Tile Nails
Tile Screws
Roof Tile Mortar
( "TileTiteTm")
Roof Tile Adhesive
( "Polypro k0 AH 160 ")
Dimensions
N/A
min. 12 ga. with
'/ head
min. 32 ga.
min. 1 o.d.
max. 2" o.d.
vertical
min. 1 " x4"
horizontal
min. 1" x 4" for use
with vertical battens
or
min. 1" x 2" for use
alone
min. 8d x 2'/2" or
min. 10d x 3"
min. #8 x 2'/2" or
min. #10 x 2"
N/A
N/A
Test
Specifications
ASTM D 41
PA 114
Appendix E
PA 114
Appendix E
Wood Preservers
Institute LP - 2
PA 114
Appendix E
PA 114
Appendix E
PA 123
See PCA
4
Raul Rodriguez
Product Control No.: 94- 0914.01
Product
Description
Cut back, asphalt
based coating used to
facilitate bonding of
dissimilar materials.
Annular ring shank,
hot dipped, electro or
mechanically galv.
roofing nails for use
in underlayment
attachment.
Corrosion resistant
circular disc for use in
underlayment
attachment
Salt pressure treated
or decay resistant
lumber battens
Corrosion resistant,
screw, smooth or
annular ring shank
nails.
Corrosion resistant,
coated, coarse thread
wood screws.
Prepared mortar mix
designed for mortar
set roof tile
applications.
Two component
polyurethane adhesive
designed for adhesive
set roof tile
applications.
Manufacturer
generic
generic
generic
generic
generic
generic
Bermuda Roof
Company, Inc.
PCA #94- 0614.01
Polyfoam Products,
Inc.
PCA #94- 0401.01
Valley Flashing
Drip Edge
Product
Hurricane Clip &
Fasteners
Dimensions
Clips
min. ' /z" width
min. 0.060" thick
Clip Fasteners
min. 8d x
min. 26 ga.
min. 16" width
min. 26 ga.
min. 2" face flange
min. 2" deck flange
Test
Specifications
PA 114
Appendix E
ASTM A 525
PA 111
Raul Rodrieuez
Product Control No.: 94- 0914,01
Product
Description Manufacturer
Corrosion resistant generic
bronze, aluminum,
stainless steel,
galvanized steel or
plastic attachment
clips for supplemental
tile attachment. Clips
are installed with
corrosion resistant
roofing nails
compatible with the
clip. A hurricane clip
is required on all eave
tiles.
Galvanized steel
valley flashing
Galvanized steel drip
edge
- N
generic
generic
Test Agency
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
Testwell Craig Laboratories
R. Consultants. Inc.
TEST REPORTS
Test Identifier
7161 -03
Appendix 1I1
7161 -03
Appendix 111
25- 7200 -1
94 -084
94 -083
7161 -03
Appendix II
Letter Dated Aug. 1, 1994
P0647 -01
PO402
Project No. 307025
Test #MDC -78
Lab #AAP -2
Tech: A. Porcello
Product Control No.: 94- 0914.01
Test Name/Report
Static Uplift Testing
PA 102
Static Uplift Testing
PA 102(A)
Static Uplift Testing
PA 102
(Quik -Drive Screws, Battens)
Static Uplift Testing
PA 101
(Mortar Set)
Static Uplift Testing
PA 101
(Adhesive Set)
Wind Tunnel Testing
PA 108
(Nail -On)
Wind Tunnel Testing
PA 108
(Nail -On)
Wind Tunnel Testing
PA 108
(Mortar Sct)
Withdrawal Resistance
Testing of screw vs. sr :czth
shank nails
Wind Driven Rain
PA 100
Physical Propertie°
ASTM C 1 167
Da te
Dec. 1991
Dec. 1991
Feb. 1995
May 1994
April 1994
Dec. 1991
Aug. 1994
Aug. 1994
Sept. 1993
Oct. 1994
Oct. 1994
SYSTEMS
(CONTINUED)
Deck Type: Wood, Non - insulated
Deck Description: New construction 19 / 32 " or greater plywood or wood plank.
SYSTEM D: Mortar or Adhesive Set Application
Slope Range: 2 ":12" to 7 ":12"
Note: System D is only acceptable in this slope range.
Underlayment:
Roofing Tile:
Product Control No.: 94- 0914.01
Install choice of approved underlayment system, noted on Lige 1 of Dade
County Protocol PA 120, in compliance with Section 3.02 o PA 120. See
System Li,litation #7.
Install tile ir. compliance with PA 120 using one of the approved mortars or
adhesives n: 'd in this approval. Mortar or adhesive shall b . in
compliance NA th the mortar or adhesive manufacturer's Roofin€ Component
Product Contr.l: Approval. The mortar or adhesive attachment shall provide
sufficient attachment resistance expressed as a moment to meet . r exceed the
required momern of resistance determined in compliance with i•A 115 or PA
127. The mortar and adhesive attachment data is noted in Table 1, attached.
Comments: 1. For re -roof applications, 15 / } ," plywood is an acceptable sub:.l ate.
2. For mortar set al llications, the first three courses of tile shay. be nailed with
not less than one nail per tile. As an alternate, the first three L:ourses of tile
shall be applied in clxrtar over a single layer of minimum 12 wire mesh
with square openings of not Tess than 2 / 8 " which is mechanically .'.:.:shed to the
deck with not less tlliti one roofing nail every 1 ft'. For roof bitches from
6 ":12" to 7 ":12 ", every third tile of every fifth course, beginning it the eighth
course, shall be nailed with not less than one nail per tile.
10
Raul Rodrieuez
1. The standard minimum roof pitch for "Altusa S ", nail - on, mortar or adhesive set tile applications
is 2" rise in 12" run (2 ":12 "). The maximum roof pitch for mortar or adhesive set tile applications
is 7" rise in 12" run (7 ":12 ").
2. All nail -on tile applications having a roof pitch less than 4 ":12" shall be installed over both vertical
and horizontal battens ( "Counter- Battens "), as noted in System A. All nail - on tile applications
having a roof pitch in excess of 7 ":12" shall be installed over horizontal battens as noted in System
C.
SYSTEM LIMITATIONS
3. For nail - on applications, brass or stainless steel screws for mechanical attachment of tiles shall
have a head diameter larger than that of the preformed holes in the tile.
4. System installation shall be in compliance with the system specifications outlined in this Product
Control Approval. Nail -on tile shall be attached using one of the methods of attachment noted in
Table 3 of this Approval. Mortar or adhesive set tile shall be attached using an approved mortar
or adhesive noted in this Approval, the data of which is noted in Table 4 of this Approval. The
method of attachment utilized shall provide sufficient attachment resistance expressed as a moment
to meet or exceed the required moment of resistance determined in compliance with Dade County
Protocol PA 115 or PA 127.
5. For nail -on tile applications, an eave clip is required on all eave tile. For mortar set applications,
the first three courses of tile shall be nailed with not less than one nail per tile. As an alternate, the
first three courses of tile shall be applied in mortar over a single layer of minimum 12 ga. wire mesh
with square openings of not less than 3 / 8 " which is mechanically attached to the deck with not less
than one roofing nail every 1 ft For roof pitches from 6 ":12" to 7 ":12 ", every third tile of every
fifth course, beginning at the eighth course, shall be nailed with not Tess than one nail per tile.
6. For mortar or adhesive set tile applications, a field static uplift test by a Dade County accredited
testing agency, in compliance with Dade County Protocol PA 106, shall be required not less than 30
days after application to confirm tile adhesion. The results of this testing shall be reported to the
Building Official and the installer stating that the application has passed or failed PA 106 testing. If
the application fails PA 106 testing, the report shall state which portion of the test was failed;
Category 1 (examination for loose tile) or Category 2 (uplift testing of tile). Subsequent to testing,
the installer may repair not more than 5% of field area tiles and 10% of perimeter area (i.e.
ridge /rake) tile with approved tile adhesive. The installer shall place an identifiable marking on
each repaired tile for future reference. Any PA 106 re -test shall not include any marked tile.
For mortar or adhesive set tile applications. 30/90 hot mopped underlavment applications may be
installed perpendicular to the roof pitch prior to June 1, 1995 unless stated otherwise by the material
manufacturer. Thereafter, 30/90 underlayment systems shall be installed parallel to the roof pitch in
compliance with Appendix 'A' of Dade County Protocol PA 120.
Raul Rodri_uez
Product Control No.: 94- 0914.01
SYS7 EM LIMITATIONS
(CONTINUED)
8. All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for
identification in the field.
9. The Altusa "Altusa S" tile profile has been tested for both wind characteristics and static uplift
performance, therefore, attachment calculations for installation in compliance with Dade County
Protocol PA 115 or PA 127 shall be done as a 'Moment Based System'
10. Applications for roofing permits shall include a completed Section 11 of the Uniform Building
Permit, a copy of Altusa Tile's current specificauons and details, a copy of this Product Control
Approval and a copy of the Product Control Approval of any Roofing Component used in the
proposed tile application. Reference shall be made to appropriate data for the required fire rating.
1 i . The applicant shall retain the services of a Dade Co city certified testing laboratory to maintain
quality control in compliance with the South Florida Bi.i; ding Code and related protocols.
12. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South
Florida Building Code.
1")
IZ3u1 Rociri ez
Product Control No.: 94- 0914.01
Table 3: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf)
from PA 102 and PA 102(A) Testing
Tile
Profile
TILE
APPLICATION
APPROVED
NAILS
APPROVED
SCREWS
APPROVED
FIELD CLIP
WITH:
APPROVED
EAVES CLIP
WITH:
1 nail
2 nails
1 screw
2 screws
1 nail
2 nails
1 nail 1 2 nails
Altusa 'S' Tile
Battens
N/A
N/A
N/A
26.80'
N/A
N/A
N/A
N/A
Direct Deck
6.20
8.40
28.70
31.80
21.20
25.30
26.90
34.90
Table 2: Restoring Moments due to Gravity - M (ft-Ibf)
from PA 102 Testing
Tile
Profile
3 ":12"
or Tess
4 ":12"
5 ":12"
6 ":12"
7 ":12" or
greater
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Altusa 'S' Tile
4.47
5.35
4.40
5.27
4.31
5.16
4.20
5.03
4.08
N/A
DATA FOR ATTACHMENT
CALCULATIONS
Product Control No.: 94- 0914.01
Screws for tile installation over battens shall be #8 x 2'/2" long, corrosion resistant, Quik -Drive screws installed
in two manufactured holes located 1 and 1 from the head of the tile.
13
Raul Rodriguez
Table 4: Attachment Resistance Expressed as a Moment - M (ft-Ibf)
from PA 101 Testing
Tile
Profile
Tile
Application
Attachment
Resistance
Altusa 'S' Tile
X (ft
Mortar Set
,X 24.50
Adhesive Set
66.50
DATA FOR ATTACHMENT
CALCULATIONS
Product Control No.: 94- 0914.01
Screws for tile installation over battens shall be #8 x 2'/2" long, corrosion resistant, Quik -Drive screws installed
in two manufactured holes located 1 and 1 from the head of the tile.
13
Raul Rodriguez
Table 1: Aerodynamic Multiplier - X (ft
from PA 108 Testing
Tile
X (ft')
X (ft
Profile
Batten Application
Direct Deck Application
Altusa 'S' Tile
0.29
0.31
DATA FOR ATTACHMENT
CALCULATIONS
Product Control No.: 94- 0914.01
Screws for tile installation over battens shall be #8 x 2'/2" long, corrosion resistant, Quik -Drive screws installed
in two manufactured holes located 1 and 1 from the head of the tile.
13
Raul Rodriguez
A I't'SA
PROFILE DRAWING
10"
Product Control No.: 94- 0914,01
. Clay flout Tiles
DOVE TAIL LOC:ICS .
ALTUSA 'S' TILE
Raul Rodriguez
1E 11 D �
E
N TI
F • E -TA
This approval supersedes all previous approvals.
Last Approval Number 94 0106.18
METROPOLITAN DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
fUUILDING CODE COMPLIANCE DEPARTMENT E
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET
MIAMI, FLORIDA 33130 -1563
(305) 375-2901
FAX (305) 375-2908
Extensions of Acceptance may be considered a ft bean new re-evaluated. lcn has been filed and the supporting
data, test reports no older than ten (10) years, have
All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of
Florida.
2. Any revision or change in the materials, use, or m of te product du or process shall automatically
be cause for termination, unless prior approval granted for
3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds
for re- evaluation.
4 This acceptance shall not be used as an endorsement of any product for sales or advertising purposes.
number Acceptance ber preceded by the words Dade County, Florida, and followed by the
5. The Notice of I g any ortion of the Notice of Acceptance is
expiration date may be displayed in advertising literature. If an p
displayed, then it shall be done in its entirety.
6. Product approval drawings, where required for permit applications, shall be provided to the applicant by
the manufacturer or his distributors unless otherwise noted in the Notice of Acceptance. The prints need
not be re-sealed by an engineer.
7. Failureqo comply with the Standard Conditions shall be cause for termination of the Approval.
4
Raul Rodriguez
Product Control Division
Supervisor
Type of
Roofing
2 x 4 Top
Chord
2 x 6 Top
Chord
Heavy
2'- 6"
3'- 6"
Light
3'- 0"
4'- 0"
•
copyright 1967
Vs
� c` F
OF P4
CAROL
Q.
SANFORD
w
rw 0 r s-,', Fl L;:JDERDALE c) i
V I, FLORIDA _-,,,z. /
RfD A R
SANFORD 600-C PLATES are 20 gouge galvanized steel unless 18 gauge i1 specified, ord shell be
applied to both faces of trues or each joint. Plates shall be located symmetricol about joints, un-
less placements are indicoted by circles (o) o, as dimensioned. CUTTING AND FABRICATION
.boll be occomplished using equipment which will produce snug - fining joints o,d plates. OVER-
ALL SPANS ore based on nominal 4" bearing widths and mat be increased by as much as R' rith
n n bbeorirg. DESIGN STANDARDS conform with the applicable pro.isiors of the "Na-
tional Design Specifications" and "light Metal Connected Wood Trusses" (Truss Plate Institute/.
FIELD BRACING is not the responsibility of the designer, plate manufacturer nor truss fabricator
Verson, erecting trusses are cautioned to seek professional advice in regard to the erection brac-
ing, which is always required to prevent toppling o, dominoing" during erecnon, and permonent
brocing which may be required nn specific applications. Trusses shall be erected in o plumb od
straight position. MINIMUM LUMBER GRADES are specified. lumoer of the sone of greater
l,re r moy be substituted. CAMBER specified is for normal conditions of service and Pobni -
cation, stress va
r may be in t
eased or reduced a the architect and/or fabricator's option. Trusses should
be handled with core during fabrication, shipping and erection, ro prevent damage.
2.5 x 4
2x4or2x6t
chord of truss
48' to
- (2) 2 x 3
1/8" x 1" Strap Anchor bent
over top chord of truss. Nail
with three 16d nails. (typical)
36" to 48"
2x3 or 2x4
DETAIL OF SOFFIT OVERHANG, 2.5/12 PITCH AND OVER
2 x 4 or 2 x 6 top
chord of truss
LUMBER: Max.
Overall Spans
Cho dop
2 x 4 edger (Required when length
of overhung exceeds valued on table)
bolted to tie beam with 1/2" gi bolts
4' -0" o.c., connect return to ledger
with one Sanford Framing Anchor. (by builder)
Concrete tie
beam (typical)
Btm.
Chord
2 x 3
LUMBER• Max.
Overall Spans
LUMBER: 1500 f Industrial Douglas Fir
1500 f Industrial Western Hemlock or
No. 1 Southern Pine
24' to 36"
1x6
2x3
1 /4"
c1earanc
12" to 24"
2 x
r
Chord Chord �
1 /4"
c1earanc
up to
12"
Min. 2 x 4
Plate (typical)
(by builder)
2 x 4 or
2 x 6 top
chord of
truss
D
z
O
Q
--1
C
N
et
JACK DETAIL
45 Bevel Top
1"
. 1.
2.5 x 10 for 1.5/12
Fiat End Cut Bottom
3x4
2.5x9 for2.0 /12
2.5 x 8 for 2.5 8 over
2.5x 10 for 1.5/12
2.5x9 for2.0 /12
2.5x8 for2.5&over
3x4
4"--
3x4
2"
Hip Jack for 9' - 0" and 11' - 0" Setback
2x4
3x7
9' - 0"& 11' - 0" Corner Jack at End Jack
9' - 0" 8. 11' - 0" Corner Jack or End Jock
2.5 x 7 for 1.5
2.5 x 6 for 2.0
2.5 x 5 for 2.5
2.5x7for 1.5
2.5 x 6 for 2.0
2.5 x 5 for 2.5 & over
Alternate Heel Joint
for 2 x 6 End Height
When total load is carried by bottom chord
use 2 x 4 Top Chord & 2 x 6 Bottom Chord
SANFORD TRUSS CONNECTOR ►IAIES, applW to both mats of ins at each fob*, doll be either
Ip- Mtr.r, IR or 20 pop as specified. nobs sha11 b. booed
worrier dose Ins fhb-, Lobs plate pbce.-nts oat hdiea.d by ckcl a or dbs..ba. Ass tbn
.ail., (NOT REWIRED when plats ae porn into b.t. far .f Ins AA it probe drool in ip,)
den he 1.S• boy noun army d...k 0.120 theta 9/Jr head; 0.003' dinner, LS' lop fillet Food
T-nd4 or .pd.r ear nil with capon head. MINIMUM WI IER GRADES are pacified. hobo of the
sem or wnra -.s oahen may be abritut.d. GAMIER .pacified is I.w named conditions of eaao and
bbrie.tbp it hey be Imd or educed at to ..d/.r fabriw.r•s apron. lateral boring of
Top Chadr: nth woo has h...n drip.ed os.wlWng the tap clad braced at la.rvab not .a.dtng 2
Equal Areas
T
3 x 7 for 1.5
3 x 6 for 2.0
3 x 5 for 2.5 & over
T
Butt as required
for 2 x 6 end height
r 7' -0n
FCID SPACING is mt go .. po.sW lly of the definer, plum roundup nor ha- yrlocbr. Ferro
rant — was carbon bon poinkwol advice in award b ne ...oIn booing, whin is reps
required to plow* bppilng ad "donning' Awing emotion, and proser booby whin op be required
in specific application. Tr.ro dell he oared In . plumb a paa
eb d rabid nab. Tsar
in be bandied with eae during fnrlea{.n, dripping on melon, to poor dhange. CUTTING AND
FAIRICATION dell bo accomplished using equipment AAA Nil prom =waft )*Ms -
7501EALL SPANS an bard on nor nal 4• being fold*. and sap As br1.r.d by • ads - r .MI, ro-
be r being. DESIGN STANDARDS conbnm with no applicable provision of t.. 'Normal Drip Spec-
ification' and 'Light /API nab Cannoned woad Lutes' (Trues Plum balms.).
t~ 5' -0"
2x
Corner Jacks
Note: Single cuts (45 ° ) ore shown on the drawing.
When necessary, double cuts (45 ° ) may be used.
r -3 1 -0"
1, _ 0"
Hip Jack Hanger
Note: All plates to be 20 ga. 600 -CL, unless
otherwise shown,
16 ga. Galt'. Steel
DH -5A, Revised
1
copyright 1968
Ln
D . • E, F, �C
e k ` P ' A. L sa <0
{ CAROL 9
SANFORD
. • T�•, L J..t8DALE :r
•
6)ED F6'&
Web Members: 2 x 4 or 2 x 3 1500 r Industrial
Douglas Fir or No. 1 Southern Pin. -
Sanford Tension Web (TW)
Note: Hips shall consist of two (2) trusses. Each truss must
have Sanford Grip - Master 600-C plates on both faces
at all Joints as shown . Trusses shall be fastened
together with l6d nails at 12" •c. or 1 2'pbolts
- 0' o.c
Truss
Symmetrical about CL
except as shown
L 2x4 7x8(Splice) 3x5
3.5 x 10 2"
Note: Do not combine Type A & Type B
Splices in the same truss .
2 11
(1) TW 1.0x71
(Front)
Note: Do not combine Type B &
Type C Splices in the some
truss.
SAW ORD 900 -C PLATES ate :U 1.000 yo..00 eo r.e 9,t$1•,.. •,v.. .pe. 1 e m. ,t' be
oppl•eo oo, w<r of .. n• ,. r •n • P', . • a•,d ....e•• ... ,.< . ••, .n •
Ih, . ocrn.enn ae cle, 1P .,, •omen C,,i11NC. AND FABRICATION
n. •n,mpl•,hea ., - ny rq,,.P••enI .h.. F . , 0, r ,v.4" my , "•nn .. T Orlei. 5•EP
A , ,PANS one t.ne or ,co.o.oI a deo••ng -.0,11 .,., • . e .n .eased O. as n•••.h at 88" .•t,.
,o..•.oTp beo• •q DESIGN STANDARDS ...o, . ., r •n. •eon .ol.1e p.e +•om or rho "No
., 1 De+•q Spy. • • bons o•d I1gln brero• ( en.0. rn WO 01 • 1 5 . 1 1 5 PO a Imr •urr•
f IELD BRAIINI .. n.. the e,pon,•r • • • ,1., , y. -. , , t••• tr.,, , d , •.c..,.
ar•∎ .,
`
,, ..g • » m
• e, e ceur.nned •. •re. P• ,t•.+•o • ,a. r • •ega e. a
d .c She . rta• q•
•-g .h <h , v , eq.•••e• t o • r . e , •y,pl•nv ,•d 1... .. • . .,..••nq erect.....np pe,n.onen
b.. n. . a. •eq..•00 . •...tn •■■•.y, .•..• to e•ec tea to a plum! onto
>r.ot t' .t.<n MPNIM,1M LUMBER CRAKE S u +pe. eo n. the sane m q,eore•
,e., .pl„e•. ,. Lr .,ai. , e•- , ('AMBF t •;;;;:,,, „ „ , a.t •• , n 0'. art Tar , b
v • a r ease rd h o.. • M.•. r of e e. . v t • o m t • • wr. 1 e ..
.r ,u, , .1:
be hond'en •.t n y a.. • o, o pc .. .•,... e.., , r •..y • r .. tpgy,
7 )i 8 (Splice)
Camber 3/4"
3.5 x 7
Design Loading
Roof 45 psf
Ceiling 10 psf
Concentrated load
from Ridge Jack
33 -1/3% unit
stress increase,
2 x 8
18-7 x 12 W 6 x 8
SPLICE TYPE B
LUMBER: Max.
Overall Spans
/1 Southern Pine
(2) TW 1.5x71 18 -7x 12W6x8
(Front & Back) SPLICE TYPE 8
Note: Use tension webs 6" shorter than
shown in center panels for every
two feet reduction in span.
Const. Douglas Fir
_2205# 29,080 - 5858C
N
. 2205 ° 2205# ° 31308 c/
33 50 33 550
33,550 #T 27,550#'T 1 28,460 #T -(\
1200 #T
• 40' 4" Cleo! Span
7x 10
SPLICE TYPE A
x 10
2x
Top Chord
41'- 0"
SPLICE TYPE C
Two
35' - 4
x 6
187x12W6
d
335
69 , 08pd C .
12
2 x 6 Btm.
Chord
41'- 0"
41'- 0"
e
1 . 26_ 71
3 /-
3x
6
2—
I 5
3
18 -7x 12W 6x8
Equal 4_ Spaces
11'- 0' Setback
LUMBER: Max. Top
Overall Spans I r.j
�' GF v;
- -
FORCE DIAGRAM
12
25 or 3
FORCE DIAGRAM
18 - 5x 10W 2.5x 14
18 -5x 16W2.5x 141
CI`L:�r i
2205# ° 2205 " 3130#
%
L ISY I ; T442 -
33 550 #T 27,550#1 28 4 i'...M i E
f I .�J4 l -
40'- 4" Clear Span
I pLJJ
f
a b R-
6255#
cd
O1-1-30
O
0
copyright 1968
SANFORD 400-C PLATES are 20 gouge galvanised steel unless IR gage is specified, and shall be
applied to both faces oT nos of each joint. Almeria/toll be located symmetrical about pints, un-
less plac manes ore indicated by circles (o) or as dimensioned. CUTTING AND FAMICATION
shall be «conplished ,ling equipment which will produce snug- fining joints and plat... avEE-
ALL SPANS are bawd on nominal 4" bowing widths anal may be increased by as much s �' .:rh
nisminbeming. DESIGN STANDARDS conform with the applicable provisions of the - No-
tional Design Specification," oral `Light Metal Connected Wood Trusses" (Truss Plate Institute).
FIELD SPACING is not the responsibility of the designer, plot. manufacture, nor huss fabnccoto.
erton, erecting musses we coniond to wl professional advice in neg.d 10 tM erectiw1 bec-
irg, which is ol.oys required to peeve. toppling and "dmniro,ng" during erection, and pe.monent
bracing which may be requital 10 specific applications. Trusses sho11 be erected in o plumb and
n angst position. MINIMUM LUMRER GRADES ore speciliea. Lummei of the sane or greater
stress values may be su6lituted. CAMPER specified is for nno. ool conditions o f service std /odti-
cation, it may be iv/creamed at re the architect anal, w fabricator's option. Trusses should
be hwdld with core during fabrication, shipping and erect ion, in prevent damage.
Trusses Spaced 2'- 0" O . C .
Web Members: 2 x 4 or 2 x 3 1500 f Industrial
Douglas Fir or No. 1 Southern Pine
Sanford Tension Web (TW)
Note: Do not combine
Type A 8 Type B
Splices in the same
truss . If necessary,
two Type A Splices
may be used.
Note: Do not combine
Type CSi Type 8
Splices in the
same truss . If
necessary, two
Type C Splices
may be used .
MEP 1 1111 = 111 .. 11 . 11111 . 11111111 ..
r . 2.5x6
8� _
•
except as shown
x
2'- 0" t
± 6 "
•
•
12
2.5 or 3
5,6
2
3x5
1'
•
7250 T 92
f
41'- 8" Clear S
FORCE DIAGRAM
an
r� =�K
2.5 x 10
Truss
S metrical about �L
18 -3.5x 10W3.5x6
SPLICE TYPE B
2 x 6
Note: Use metal webs 9" shorter than
shown for every two feet -
reduction in span,..„.,-
18 -3.5x 10W3.5x6
SPLICE TYPE B
Design) Loaning
Roof 45 psf
Ceilitlg 10 psf
Total 55 psf
33 -1/3% unit
stress increase.
(1) TW 1.5x89
(Front) •
1 /8"
— 2x6Top
Overall Spans Chord
LUMBER: Mox.
1 1 Southern Pine
Const. Douglas Fir
...1500f Ind_ Dn11g Fir
7x6
a
7x6
SPLICE TYPE C
90
900
b 775
8600
18-5 x 12 W 5 x 8
1/8"
SPLICE TYPE A
12
6
0
(1)TW2.Ox66
(Front)
42'- 4"
41'- 4"
725
41'- 8" Clear 5
T
18-5 x 10 W 2 x 6
2.5 or 3
2 x 4 Btm.
Chord
42'- 4"
42'- 4"
,- 6951C 9000
6 5'f a
3750 0
Ll
j 375 s•R s>_ 375
T
925
2180 T
n
6
T
13'- 0" Setback
LUMBER: Max.
Overall Spans
900
b 7750
8600 C
450
c 6950 d
L f 0 coC
Equal Areas
FORCE DIAGRAM
Sn• es
Chord Top
18-3 x 18
f
b
d
-e
Equal Areas —
18-3x 18
Btm.
Chord
e
c 2295
DH-34
v
D
m
Ca)
its
CO
Y
z
0
0
Web Members: 2 x 3 or 2 x 4 1500 f Industrial
Douglas Fir or No. 1 Southern Pine
Sanford Tension Web (TW)
Note: Do not combine Type A, Type B and
Type C Spl ices in the same truss. If
necessary, Type A and Type C Splices
moy be used.
6
2.5x10
18 -5 x 10 W 3 x 6
SPLICE TYPE C
•
6x5
Note: Do not combine
Type B & Type D
Splices in the same
truss. If necessary
two Type D Splices
may be used.
SANFORD 600-C PLATES we 70 gauge g.Ivaniced steel unless 18 oo.rye .s specified. and shall he
applied to both laces of truss or each rot ,. Plot., snail ne le cored r,mmen,car about fo
jelS alocemenls ore ,id b, tits les lo' a as drn.e,n,oneo C.,11ING AND FABRICATION
shah be o.conpinhed using equipment . h , r 1 . . , I I poduce s „,,g n la nh c•d pions. OvEl-
AlL SPANS ore t,osed on nsom nol 4” beortng .,drhs ,n a -o be •n.remed b, m much as
n o T8 bem,ng DESIGN STANDARDS conk t . , r h the owl p:u..,.ons o f the ' No-
nol Design Speuheo io.o and "light Metal Connecteo Noon Trusses' I Truss Plate Instil.ne..
11E 1D BRACING is n t the responsib.!•r of the oe"q.o . piste n r. rer nor tius, fabricator
Persons er< ti,,g t u ses ore cort to sees pro e,onol m o
.tee .n •egs to the e.ecr,nn bac-
ing,�[ ss
t
which
rs al..ors red to prevent rapplirg ana dom,-...n our,ng etec r, o•• o,d petmonent
b,:•,ng .h, ch mos be requo•ed ,n specific apaltaartons busses e
nol' he ,esters ,r•. o ph..& o�nd
s ,otyht passion. MINIMUM LUMBER GRADES toe spec,t,eo.l' ue of the sm., or greater
stress .olues mot be subsriNred. CAMBER specified ,s tar ord,t.,., s a l u •" ce urp 'ah,
, a, be rn u m
aa or reduced ar e oreh,'ert and a ,car sop to should
be r n
hundred .,th core dutirq h� sn
ocor,or. .pp,og ord erec non r, „ p•r o ., damage
Trusses Spaced 2'- 0” O .0 . .
Truss
1 x 4 T Bracing Attach
with 8d nails at 8"
... Symmetrical about C t
except as shown
2 x 6
(by builder) / -
}
1
2 x
Note: Use web members
9" shorter than
shown in center
panel for every
foot reduction I . .Camber 5/8"
in span.
Design Loading
Roof 45 psf
Ceiling 10 psf
Total 55 psf
33 -1, "3% unit
stress increase.
I "-
_ 1 , 1171 1
1
18-3,5 x 8 W 2 x 6
SPLICE TYPE B
I/8" (Typ
6
2.5 x 5
SPLICE TYPE A
6 x5
(1) TW 1.0x98 Front 18-3.5 x 8 W 2 x 6 2 x3 No splice
SPLICE TYPE B 18 -5 x 8 W 2 x 6
SPLICE TYPE D
LUMBER: Max.
Overall Spans
#1 Southern Fine
Const. Douglas Fit
1500f Ind . D
870 ° 870 b 81 0X% c 870't
.1' 940 C ` 824pii 430x P 5940" C
s H. S2 =C i2
} T 'S
5940#T 8065°T 4. 5940/T
e 1960#T d
38'- 4" Clear Sean
12
2.5 or 3
x 4
18 - IOW
12
2.5 or 3
1) TW 2.0 x 80
(Front)
1 f-1 I I 2 x
Two
2 6 Top
Chord
39 -0
38 - 4"
2 > 4 Btm.
Chord
39'- 0"
39' - 0"
3x5
4,5
j -810 #C 2 -430"
0
LUMBER: Max.
Overall Spans
3
R
4
5
15'- 0" Setback
8707 b
/ 810"
3�� ft2;0�
8:;67.5
/-
1840/"C
38'- 4" Clear Srr:::
1,2,3
Top 3t-
Chord .;,o:d
Equal Areas -
3 x 18
2 x 3 (Typ.)
Equal Areas
Spaces
4i:If
a,e
b R=
2110
FORCE DIAGRAM d
3 x 18
DH -36
o
7114 S S
L S, 5 "•. OF
EBE
r.w1
Ban
ex e. .s
2 x 6
1- 1/2"
(Typ.)
1 x 4 T Bracing
attach with 8d nails 8" o
(by builder)
18-5 x 10 W 3 x 6
90 ° 91 0° b
6420
1W1
12
2.5 or 3
(1) TW 2.0 x 92
(Front)
3x6
F
2x3
17'- 0" Setback
4,5
3,2,1
FORCE DIAGRAM
r-
FORCE DIAGRAM
Equal Areas
18-3 x 18
N
copyright 1968
Web Members: 2 x 4 or 2 x 3 1500 f Industrial
Douglas Fir or No. 1 Southern Pine
Sanford Tension Web (TW)
6x6
18 -5 x 10
W 3 x 6
6x6
18-5 x 10 W 3 x 6
SANFORD 600-C PLATES ore 20 gage galvanized steel unless 18 gauge is specified, ad shall be
applied to bah faces of tons at each joint. Plates shall be located symmetrical about joints, un-
less placements ore indicated by circles (o) o, as dimensioned. CUTTING AND FABRICATION
doll be occomplished using equipment which will produce snug-fining
at joints and plates. OVER-
ALL SPANS are bored on nominal 4" bearing widths o may be increased by as much as Ids ith
or8bearig. DESIGN STANDARDS conform with the applicable provisions of the "No-
tional Design Specifications" and "Light Metal Connected Wood Trusses" (Truss Plate In lit,e).
FIELD BRACING i t the responsibility of the designer, plate mmufocturer nor truss fsbricota.
trusses cautioned to seek professional advice in regard 10 the erection brac-
ing, which is always to prevent toppling and "dominoing" during erection, and permanent applications. ov
bracing which may be required in specific applications. Tres shell be erected in a plsenb
n ord
straight position. MINIMUM LUMBER GRADES are specific*. Lunen of the sane a greater
stress values may be substituted. CAMBER specified is for normal conditions of service and fobri
cation, a -
may be increased on reduced the architect ard o, fabricator's option. 11111.01 .es should
be handled with care during fabrication, shipping owl erection, to prevent damage.
Trusses Spaced 2' -0" O.C.
Truss
S mmetrical about C
�— (1) TW 1.0 x 107
(Front)
Note: Use metal web 9" shorter than shown in
center panel f r every foot reduction in span
Camber 3/4"
Design Loading
Roof 45 psf
Ceiling 10 psf
Total 55 psf
33 -1/3% unit
stress increase.
6x6
18-5 x 10 W 3 x 6
6x6
LUMBER: Max.
Overall Spans
°1 Southern Pine
1500f Ind DouoFir
2 x 6Top
Chord
42'-
12
41'- 0"
6420 6420 8790
e
42'- 0" Clear S.an
2x4 Btm.
Chord
42'-
42'- 8"
LUMBER: Max.
Overall Spans
4C 910° a 910
920
89 80#C 89 4
920 C 64204C
c 485° ■\ z
3 ?Sp 0 898pdC
•
2.5or3 4
2 x 6
2 x 3 (typ.) 5
ftlftilM
� mr. e
6420
e
42'- 0" Clear Span
Top
Chord
490°T
b 920°
6550#
89 80 1 '
8790 °T
Equal Areas
Note: For 1 -1/2" lumber, all chords must be 2 x 6 No. 1 K.D. Southern Pine.
Chord
485°
a,e —f—
b R - '
2315
c
�= C
18 -3 x 18
a,e
b
d
1
R=
2315°
DH -38
See`.- . ,m
.•. •. .... n\ L a:.o a&.. ., 8 a .l 'oe a p.e,tied. Plow .11.11 4. lo-
• ate
- cases y ]Jere es
. a:wom, c .d
u:ce.ad by circle co t.
d.reims.
'cows
..; ' _ ZO .•.en pt_. . or r
e . .d;.eoaa.. Fsmd re
,. .s.;le It .,viry q
drn.d
as . .t. be 1 Ct lhop zest. u .. • Yee a. t V • s.a..t.. 1 .7r Pad. a.LYV • pewees. I .s'
• tongo_es pod 7 +e1, e• .p..a.n na.:3 w:M a:wp.. heed. VINO,' 4'L'IY" 4 C 1
Lowest O '. < ewe .dues two te s.0.twoond. Pa swami
away d a ned.cedet the atcPna na . l ePieq+er's
. L' . - -f in we een T Cheraw TAO e hat t designed caroWerbe Me hbp chord Paced
w.vw a-f wawa se -C'.
DESIGN FOR TRUSS 40'- 4" OVERALL SPAN
nIwliCi LUMBER SPECIFICATION FOR 1 -1/2' LUMBER FT FB FC
i TOP CHORD 2X6 NO. 1 K.O. SOUTHERN PINE 1100 1650 1450
BOTTOM CHORD 2X8 NO. 1 K.D. SOUTHERN PINE 1100 1650 1
NE3 ?tE•SER 2X4 NO. 2 K•0. SOUTHERN PINE
EXCEPT 2 x 6 AS SHOWN
DESIGN LORDING
TOP CHORD LIVE ' 30.0 PSF
TCP CHORD DERD 15.0 PSF
BOTTOM C'WRC DEAD 10.0 PSF
' 'CTRL CESIG-4 LOAD 55.0 PSF
NOTE_ 33.3 X UNIT STRESS INCREASE
NOT ALL PLATES TO BE 20 GA. 600 -CL, UNLESS
OTHERWISE SHOWN.
NOTE: LOCATE INTER -PANEL SPLICES AT 1/4 PANEL
LENGTH = 6 ".
6 -X
5' - 7"
5' 2"
GIRDER
2 MEMBERS REQUIRED
LOADED AS SHOWN
5' -'2"
5'
•: UNIT SHALL CONSIST OF TWO MEMBERS FASTENED
THER 1Cd NAILS 12" O.C. THROUGHOUT. EACH
S HAVE SANFORD 600 -C PLATES ON BOTH FACES
AT -it- JOINTS AS SHOWN.
5- 4/16'
12.00
3.50
co. �-
5x'.8
3.5 x 6
? � -- 3 x 4
v. n. 8-g. 3 -
}
- !.z. ..,.. E :0 - ri.5 - 5`✓
f 1FI l+ 4tRACINC• It not the rwpon.lbility of the designer, plots m*nulacrur., er Irv. f.arl1nlon
Persona wooing pewee aro eau oned to web prolwlad advice In mated to the wection I act I
which is .1..p required to prevent toppling and •detninoirg• during erection. and penwrc4
Peeing which nay be rewired in specific cop'iearion. Trusses .hill be erected Ina plumb and
Poet) miaow. ttM3DLjtiG. T.n s.% .hall be handled with cow during fablcuti,n, .lopping
and erecre , to pavan. damage. rI1111NG AND FAh Pall be I.wmplleted wig
eq.ipmen. which .ill produce snug-fitting joints and plate. 0908 -All SPAN$ ore bawd an
renunal 4' boring widths and may be increased bye much o. 8' with nominal 8' bearing.
Q:S1 $ STANDARDS carmen, with the applicable ',moisten of the 'Notional Design SpecilI-
cenm. • .al 'Light Mctd Plots Connected Wood Two.' (inn. Plate Innituta).
1'
Alt. Splice
2x6 -- 7x.8& 5 x6
3 x 8, Splice
7x8 \No
5
WEBS = 44 BFT.
TOP CD.= 44
BOT.00.= 56
TOTAL -144
5' - 2" 5 ' - 2 "
1
T
5762
31' - 5"
5x5
9C
J - 782C 1 0.1994 11 54.00 60 580 640
4150
457
232 4
B D
349 1066 15t7
1
287
30' 2" •
7x8
320
6x7 18 -7x 6 7x8NoSplice 5x9
Alt. Splice 7 x 8 & 3 x 8 Splice
450
G
1o' 4"
Cnm!nnr • /2" Rntwccn Boarini
[NF11FR T 1.J
450
4 450
IMPORTANT - PLEASE BEAD, the design and specificatlas co.e aimed In tbi. Peelsg hew been
pnep...d 'torn auto provided by the fob.t<n.. ow Poole rd 4. uw4 In lanlv.c.lan the...gh.
Any other use is appal, unauthorized end any dm,opa. resule'o )'am each unootbi.ed we is
the relpm.ibility of the Fob.lcetor..he *owes lull liability Peel... License e.p.eely db<laine
my responsibility of liability la deign and specification larni.lwe by It puma. re faulty or
Incorrect data subnitted by the Fesbri<atee . Funhe.we febicata Is hereby *helot 131 resperel -
Witty tp Its plain ad Ib continuing .esppeibility to eerily t1* drowlros red ,pe<ihcmiae
furnished by the Limner egoism 0.b.icata', own plan. to woke <...1. tl.w the 'untitled resign.
and pealficotiore conform to Fobiceta's plan.. Any discrepancies shodd be immediately brought
in wriri.g, to the licenses'. attention .1110e labriwllm la nec.wo.y ree111a.s accepted. to the
engineer end/es orchioct concerned.
450
K 1 457
M 1 232
0 1
0
H J L N P R
2370 2795 1525 102 4
t
8944
1850
1
x _420 X28
NOTE: PLATED SYMMETRICALLY ABOUT t[
/2 - 2't OVERALL SPAN
5' - 2"
5
6' 3- 13/16'
12.00
3.50
1
r
5x5
590
5' - 2 "
5'
k
5- 8/16'
7 x 8 No S pice Min. Brg, Req'd
3 x 88.7 x8 Splice
18 -7 x 6 Alt. Splice
PLF
6x7
S 2 0.3323 8 60.00 185 557 743
6 '
TOP BCT
A -C = -18501 8 -0 = 17761
C -E = -15825 0 -F = 17761
E -G = -12597 F -H = 15192
G-I = -8933 H -J = 12093
I -K = -8933 J -L = 7525
K -11 = -7838 L-N = -31
M -0 = 33 N -P = 911
0 -0 = -949 P -R = 911
DIAG VERT
C -F = -2683 C -D = 1066
E -H = -3603 E -F = 2292
G-J = -4697 G-H = 3688
J -K = 1403 I -J = 4552
L -M = 8785 K -L = -1686
N -0 = -985 M -N = -7135
0 -P = 102
20 1PLF DRAWN BY C. HOOVER JR.
CONC CHECKED BY J• K. MEADE
-550 LOAD
10' - 9"
i
Alt. Splice 7 x 9& 2 •r. 6
3 x 8 Splice
7 x 8 No Splice
3,5 x 6
• 5' -7'
6' 2'
5x �a
J
;r
3 x 4 Min.Brg, k .t•
2x4
SMELT A0. CF y c
CRTE 31 ;RNi3
S+t r ^_� • Ric [�v!t *LVa rtA•LS apd.. to berg faces d ohm. weds ions. +MI be .It ..
So-Ms 1
a vv+>t} Sa ..a 0 < Gry JAer.., la of PO gauge as spec Bled. Plot" Mgt d lo-
E. too, so,. void cn„ us r.
a es go, ..d. de pi* ems di
indicated by .roles a. .eniw.
I
r-:xe w.. 1 :t:•'s :Q.'..ham p!sn m per, ,., bow d ,sea.A11e I. Trolre dawp.d
•:,w, gee, me +.c.+ C.IX• d.a»... 32 ..oa O.CO]• din..,., LS
,g -ems -. sp.; ga ma cowmen .e,. N , N'V "V "4'F*G SORE S are geci-
' a g-on' umeses wCvw nay be .aliases. CSV %r • ....Pisa is non oao.d
p_recn d « , . , 0 , 0' 0 0. v eV,beb.cme+ed a. ,...sea to Pm arch... any. I0.lcotpr'.
. Lcclt ' -r H Inn Z..., 71 tom b to, m.ide.ing the top chord bra,
C'ESIGN FOR TRUSS 12'- 9" OVERRLL SPAN
SPACED 2'- 0" ON CENTER
I^INI'"UM LUMBER SPECIFICATION FOR 1 -1/2" LUMBER
TCP C`CRC 2X4 NO. 1 K.O. SOUTHERN PINE
ezTTC!' CHORD 2X4 NO. 2 K.Q. SOUTHERN .PINE
UE3 NE ".3ER 2X4 NO. 2 K.D. SOUTHERN PINE
15 X INCREASE TAKEN ON FB
DESIGN LORDING
CHZRO LIVE 30.0 PSF
— ..P CHCRO OE90 15.0 PSF
3CTTCM CHC30 GERD 1C -0 PSF
-CTSL CESICM LOBO 55.0 PSF
NOTE: 33.3 A UNIT STRESS INCREASE
NOTE: ALL PLATES TO BE 20 CA. 600 —CL,
1. NLESS OT.'- WISE SHOWN.
A -1 ,{r
A -2 ir
•
z v
AILS din M - 12 3.5 - 55
FITS n FRACINQ Is not tM re+ponsIDIllty or go designs., plate n anufocwce. not trues Iobrica.a.
reran+ *noting tows+ are cautioned to seek professional advice in regaN to tM erection Mack.,
which Is d.am required to pnwnt toppling and •daninoing• during erection, end pemwn.,d
Mach. which , M ,.gain, In specific applIcation. Trewee .Mil he ed in a plumb .sod
st.aIO , position. thh.N. k1.YCr . Trusses +hall b. handled . "h core during fab.catlon, shipp ng
mad emotion, to prove, damage. (111TINI, AND FA1RICATIOt9 .hall be occanpll +had esirg
eefipnnan .Rich will p.aduce +n.g -Fitting joints and plot+. OVER-All SPANS an based an
n.amirol I' bearing .1hM and may be Inc.. sod by as much as a' with nominal a booing.
EF�:f.N O1ANR,Rs1 I with the applicable prevision of IM 'National Design Speed I-
can e,' and 'light Metal plan Connected Wood Tat."' (I.uu Plate Inultute).
FT
1100
750
FB
1650
11 50
FC
1450
1050
•
WEBS = 6 BFT.
TOP CO ••= Il
BOT.CD 9
TOPRE = 26
4' — 11" •
6' 9'
B
67
l
1
701
J - 7821;
30
1 0.0343 10 73.25 520 116 636
IMPORTANT - PLEASE READ: The deign and specifications contained In this Mewing hoe been
pr.pa.ed from doto provided by tb. Fabricato and .haul4 only be ...d In canpou.o1 rh.,..lrh.
Any ether use is ero•euly unauthorised and any da..pw resulrirg Iron such ooidvic, use it
tM r. l,y d the f ebricera, .ho a."... full Dahill., ,handy , llcer....ptwl y dlu.ielw
any ne.panslbillty of liability lot designs and pacificatlaa I.rnl.M4 by It punuvn to faulty a
incenect data submitted by theFabnicota. Furthermore, Fabricator is hereby .*i..dol 4'.
1.11117 b Its plan and of its canrinuirg .npoaibiliry to moil, the Mowing. end p.ciliwtiaa
furnish, by the License. against Febicaro awn pin, to make certain that Oa Ion.* 0.49.0
and specifications camases ra Fobicasar's atom. Any di.c.ept...l.s should be *dime!, go..
In writing, to :hat llc.,o.'s attention bolos. lobrlcation Ia o.c.tn, revision. ...gable to tl..
Wig loser aM/a a mbit.ct concerned.
'0 PLF
1� 4' .7"
2 x 3
D.
127
1
12' 9' —A -2
9' — /Y' O'ER/ILL SPAN A -1
=1 NPflP� TRI11SS
270
1
PLF
F
60
T
701
6'
2 1 0.0581 8 74.75 150 147 297
.n: ..
TOP BOT
R -C = -1179 8 -0 = 1131 .
C -E = 0 0 -F = 1131
OIRG
C -F = - 1191
PERT
C -0 = 127
E -F = -270
DRAWN BY C. HOOVER. JR.
CHECKED BY R. W. NIEMANN
• 2
7
A
CO
3— 8/16' 3 x 5
r'
SHEET NO- �—'..44 —
O?TF. 31. S "73
•
`c"`Y`"�'". - i \YCT �t •t \'1$ gelled boa fac.s of truss et easter We 'YU be either
3,
S i'� tiC G+,aaa
; '> .:p, 13 se C pa a p
p ee:a.d. Play .411 be le.
. . _ < nye .rr -.I. udw rag p. -e... ..
e .d by <ltela
--o. o . err..
� .`= 4, 0 ob... 04, M, loc.. o r tPw .till. it clomped
re) h:' . 1.1 lap ....de ri p d.n... 0. i C' ara..eea 9 heed. 0.003 ....Y. 1.3
resoc e.1 roil bead, bt
..r... l..m.r ..w +:- ...v...m.. bY_1tt s_111. per
F• e.sae. d ro uv > :wear by .d.n ay be w..t. C4 rc t rpec.fi.a u la nomad
• `..c w _y a-..a ad •: bneslos m any a b.u.c>e> *.code pr a<Mte. 0 .4'> fa.iemal
rs. 1 •`^l e+ --•.t ti I. City-3s 7!b ran ism boa d.9rw mmeirderbsa the to chord braced
e i.an '+nao.-"aaM 3' -0'.
I;ESIGN FOR TRUSS 16'- 9" OVERALL SPAN
l SPACED 2'- 0" ON CENTER
•
■ NOTE: ALL PLATES TO BE 20 GA. 600 -CL.
' ESS OT`-`;W1SE SHOWN.
NOTE: LOCATE INTER -PANEL SPLICES AT 1/4
PANEL LENGTH 1, 6 ".
INIUTM LUMBER SPECIFICATION FOR 1 -1/2" LUMBER
TOP CHOR3 2X4 1'40. 1 K.O. SOUTHERN PINE
BOTTOM CHORD 2X4 NO. 2 K.D. SOUTHERN -PINE
1 MEMBER 2X4 N0. 2 K.D. SOUTHERN PINE
15 X INCREASE TAKEN ON FB
SESIGN LOADING
'UF CHU3_ LIVE. 30.0 PSF
T0P Ch3R0 DEAD 15.0 PSF
8377011 CHORD DEAD 16.0 PSF
TCT L DESIGN LORD 55.0 PSF
NCTE: 33.3 X UNIT STRESS INCREASE
•
17. 3.5 S5
""'‘F77 C�
A -2 '.`
A -1 I
T WI D PPACINQ 1s net the responsibility of the designer, pier• manufacturer nor bass fabrlcc•ar.
Persons *retsina tar., on cautioned to seek prol.olod ...ice In repo. to th...ectipm bercir -,
which is eleoy. .qul.ed to prevent tapllp and - dam:nalp' dating .section, and pemv.n.4
bract, ..Mist, may be repaired In specific eppIlcarion. 7a.." .hall be .r.ct.d In a plaints a,d
rreigin position. 4ANOIINQ. Inns. 0.11. h•mdl.d .ith cam daring Iab.I.otio.. .hipping
tea ... nan . y...o, dawmp. • C 2.1.11 I: AND 1A2311d11t:t1 .hull he a. cor.pllsbd u.inl
equipment .hich .III pr.Q,ce smrg {Itti, joints ord plotes. (AIR-AIL SPAN are bond a
nominal 4' baring el.. and may M increased by es much as 8' with nominal B' baring.
"FSIC.N STANnA4fyc conform with the applicable provision el the 'Notional Design 5pecifl-
<alens' and light Metal Pia. C.n..c.d wad 1...e: (Inns Plat. InstiNte) •
FT
1100
750
FB FC
1650 1450
1150 10t0
12.00
3.50
3.5x6 1x6
3- 8/16"
1' -6"
WEBS -
TOP CO..
BCT.CO.e
TOTAL
S' - 3"
6' 9"
17 BFT.
15
19
45
904
1
A
B
t
1031
67
1
3x5
2 x 3 No Splice
5 x 5 Splice
J -78262 1 0 -0879 11 73.25 472 232 705
90
20
3.5 x 5
Alt. Splice
574
1
C
D
127
1
• 6e
4' - 3"
A -2 .' • — 18' 9 "
A -1 ,'-
, F n T
IMPOb1ANT - PLFA58 PUO, its design and .p.cllicetions contained in tbl, d.a.lp Iq• peen
prepn.d from date provided by 11. 4.0.icelo and .h.dd only b a.d In co.jo1v.tion tber..ith.
Any other a.. is exp...sly unadhal<ed erd.ny d•mog .. I. wit 1p from such anenho.l*W w is
the r.,pon.ibil if of the Fabricator. wise assume. fall Mobility ,herder. licenses expressly 43.4.4..
any responsibility of liability for designs end specifications lu.ol,hed by it ownao. to Iaalty -
I..a...tdote nab anted by Ilm I.4..I.ato . I unh.,.ve, lablcaa 1, h...b *head its insa..l-
bility for Its plans and of its continuing responsibility ...wily the dr..l %s end pecilic.tloro
furnished by the licensor point 9,6.30.0', e.n pion to make terrain Pat the Iu,ohMd desk,
ad specifications cantor to Fabloeo's plans. Any disc..pinei.e sheald be be.rdia.ly bap.
In . to the licenser's anemia. belay fobriw,lon for mcwn.y revision. accepted..Or
.pinet u.d /> a.<hl..t .a.e,..ed.
540
1
E
F
120
1
1
G
3.5 x 5
5 x 5 Splico •
3 x 5 No Splice
3x5
13' - 9" O,crol l man
HISS
4' - 3"
6 '
270
H
60
PLF
PLF
2x3
2 1 0.1465 8 74.75 150 294 444
TOP 5OT
A -C = -2357 5-0 = 2263
C -E _ -1179 0 -F = 2263
E -G = 0 F -H = 1131
1'
3- 8/16"
OIAG VERT
C -F = -1191 C-O = 127
E -H = -1331 E -F = 491
G-H = -270
DRAWN BY C. HOOVER JR.
CHECKED BY J. K. MEADE
3x5
SHEET NS. CF -3475_
?La VD ^„ 411 90•-(140 to hat% ben d now eV each id... Jell b either
i-wlaes G' „♦h-.s a S:w•o 1 C Gap sewae.. I9 or x paw, n ...o 1700. Plates .1,1 1be le-
-1aw• plat an iM.cabd by timbre co df..nlw.
'Ct. wnw ae ,reed h.te anon'saes o1 n. .99e 1, n..a.n ol••••n
to 13' lap w• ring en* 0.' V • ewes.e.e. 9, 32' kW. Q.N3• a.wra, 1..S
tarp E7n beca 7 wet. a wiwt.n noel with mvvw Mod. (IN S,.'M )'.M.9 QRAD• S are paB-
-a. lsan d tti e._ o recaps wean .dw may be 1Giwnd. {AMtf E gasified i. 1” orod
la's' -•sit d 004 70 end _'t.e. D eq w incne•d.• •••••••• rlv anhin<t a*d.'a 1eo. icatel
seem. lam ••• eF 1• C\-dy hi fro, Ion Men enigma eoslde•iro the lop <•d braced
.mnen.a. ...0..w,., 3' - r.
DESIGN FCR TRUSS 24'- 9" OVERALL SPRN
SPRCEO 2'- 0" ON CENTER
MINIMUM LUMBER SPECIFICATION FOR 1 -1/2' LUMBER
TCP CHORD 2X4 NO. 1 K.D. SOUTHERN PINE
SCTTC1I CHORD 2X4 NO. 1 K.D. SOUTHERN PINE
NEB t; =YBER 2X4 NO. 2 K.D. SOUTHERN PINE
:5 Z. INCREASE TAKEN ON FB
DESIGN LORDING
T3P CHORD LIVE • 30.0 PSF
TCP CHCRO DER° 15.0 PSF
SCTTOI1 CHORD DEAD 10 PSF
TCL CESIGN LOAD 55.0 PSF
S„-E: 33.3 UNIT STRESS INCREASE
NOTE: ALL PLATES TO BE 20 GA. 600
UNLESS OTHERWISE SHOWN.
NOTE: LOCATE INTER -PANEL SPLICES AT 1/4
PANEL LENGTH ±6 ". •
FI -E ,R.0 e K 4 - 24 - 3.5- 55
..F RI;4T 0'3
12.00
3.50
2.5 x
3.5 x 8
x 4 Wedge
POI D RRACIM Q It not the rospnJbllity of the d.lpner, plate mo..lac5nr not Irv" fabricator
Peron. awctIni. ana cautioned hi soak pnl.elana! 7Mlc• In raped b IM a .ct)on 1• ccl • 1,
which i9 el weFa nwir.d o pnv.nt toppling and • doninol'g during •ecIIon• and pein•a.0nt
beclro vn ropy be n9J,ed In pacific application. inn.. .hall bo e.ned In a plumb •. d
straight po.ltlen. DANDLING, T nu.. thali be handled with care duel, lobicotlon, .hipping
and erection, to prevent Menage. $ AND fAt91rA71!)N droll be c ampl 'shad sing
ewipee.t which will produce snap-fitting Ian" and plot. QMER-All, an bond an
neeninel c' bowing widthn and may be Increaed by as much o. R' with nominal 0' bearing .
nFStrN %IANfARlj cadomn with t5* aplicabla provl.lon d tl..N.fionel D.Ipn Specili-
cotim• and •Llphl Mated Plot. Conn•cted wool •••• (inu pl..
6' 9'
FT
1100
1100
F8
1650
1650
FC
1450
1lT0
NESS = 25 OFT.
TOP CO... 20
80T.CO.c' 17
TOTRL . 63
5 x 5 Splice
3x5NoSplce 0
v�
304
1
6
1
T
1361
Alt. Splice
3.5 x 5
67
90
20
D
'27
1
:1
�-- •f t- -- 3- 13/16" 2 x 3 3 x 5 No Splice
T hall . x 5 Splice
• 24' 9"
Ca •IL)••r 3/8"
J -7870 2 1 0 1320 11 73.25 472 348 821 3 1 0.2200 8 74.75 150 441 591
LMPORIANT - PLEASE READ. The desipn nM specifications ca. pined In this drawl, hen ten
p•epe.ed Ira_ dote provided by Ow Fobicata and ,hculd only 1• wd In cenju•clI* iM,ewl.h.
An ..hat w i. •n..ly annul , le.d and y da resulting ha wM w
w such .Iiewl 1.
Ilse ,epan.lblllly d b an mng..
Iha hoblcotne, who n.0 n.. lull liability ehe llcwr >ep._.ly d1.c1.Iw
any npan.lbilhy of Ilabi14, la designs and pacific Lion. Iwnldad by It punuva to lohy o
Incan.cl dale .omitted by Iha Fobiceror. Fprtb n*o. Fob i. Aenby .drlpd.l in respaei-
bpihy In in plan and el Ib continuing ...paealbilhy n ...ily M dewing. o.d p.dlicatias
fa...l.had by eb Licensee point Fob! cow', own plan re make c.naln that NA IunI.h.d design
and p.cIlicutias conk., to Fabled.... 0lan.. An, dl.c.epancl. .•old M Iww_di.nly teacake
In 00111,, in Ow LI,nna'. one+rlan b.lae lMoIcel.on la neceesa,y n.i.lu+. occcgl.U• to the
.,Inesr and /a architect corwe.n.0.
I I
F •
120
6'
3.5 x 5
Alt. Splice
S NI flF. I1 TRIMS
540
H
120
4
5x
3.5 x 8
1PLF
J
60
1
1
1961
PLF
TOP BOT
R - = -3536 13-0 = 3394 •
C -E = -2357 D -F = 3394
E -G = -1179 F -H = 2263
G-1 = -1179 H -J = -0
OIRG VERT
C -F = -1191 C -0 = 127
E -H = -1331 E -F = 491
H -I = 1331 G-H = 120
I -J = -1301
DRRWN BY C. HOOVER JR.
CHECKED BY J, K. NIEADE
6'
5'10- 14/16'
12.00
I3.S0
y
3.5x 5
•
rn
3- 8/16 - . .. r 2x3
SHEET N5. c7
r,07r Ph,t i4•i •.
5±N•. 11- ,.[ip IZet PI AT15 qp1 red to bon. lac.. of 0.e. w meth id d, 0d4 be ea...
Sr..* .:..... r a Sae.. K< G..pw+r"., tore N poop* e. "omit 40. PIO. that M lo.
I aeo .s.r..1 a.. nos tare, tiyla•pc '.4' we iOlca+od 4, char or ...ire.
, 0, 0. lr4.OTG.h.3J.!roOsse.r -.0 lavabo. Pared mm .Ail. le n..airoclogod
in 4.1 0.r1 a I S rap 0..490 eirp d.ar 0.470• drawn" 9,3r 1 .ed. ,.Oar acme.. 1 .3'
•nog...'aNeadl..eJ, a •a.. :.dree.4P .:en aewiewow 0 •.d . M1 \Lh.l' MIl'Sl•t0 G * n•ta.pecI-
. . Loa... *a sce. a,way.na as. my be vatobbon. CAN`IS•pec - fr. as for iv..al
• ..a-..n a...,-. a-d F.0.c 0 ............ r•d... et tie *..Niter a.dr ce Foal000*'$
t - T\e noes nem been deu..ed ea..id•.f.p d.• fap clone braced
nt.+ +.*.areas. v; ,..•
UNLESS OTHERWISE SHOWN.
DESIGN FOR TRUSS 30'- 0" OVERALL SFRN
SPACED 2'- 0" ON CENTER
rINIML'M LUMBER SPECIFICATION
TO? CHORQ 2X4 NO. 1 K.O.
BOTTOM CHORD 2X4 NO_ 1 K.D.
WEB MEMBER 2X4 NO. 2 K.O.
15 Z INCREASE TAKEN CN FB
DESIGN LORDING
TO? CH050 LIVE' 30.0 PSF
TOP CHORD CEP.° 15.0 PSF
3C7TQM Cri ^_RD DEAD 10.0 PSF
TOTAL CES:C-N LC AO 55.0 PSF
NOTE: 33.3 X UNIT STRESS INCREASE
NOTE: ALL PLATES TO BE 20 GA. 600 -CL,
NOTE: LCCATE INTER -PANEL SPLICES AT 1/4
PANEL LENGTH 1 ! 6 ".
3.5x10
F 'e
t 4` 3- 8/
12.00
3.50 L
2.5 x 7
y-6"
la0. K:aub) - 30 - 3.5 - 55
r ■R?r•HT 13T3
nr ,..; .4' rot n A..... • -
FOR 1 -I /2' LUMBER
SOUTHERN PINE
SOUTHERN PINE
SOUTHERN PINE
F Inn RRArINr. I. not end nponalbil by d me pier• maadoclurer nor flea. labrlw,a
Pena* ewctlnp troos o» mad karma to was prdw.la..I ed.ic. In regard to Ole erection tacke
.Ales is dory. ..sabed to p...ent I pplino and 'domlroi%' 40,1.00 erection, end permanent
beach, which may r regul..d in specific epplicotion. Iona .all be ...clad In planb and
.tight pairlm. 4IA74OUEE{ Lhasa .all be handfed was care dal., Fabrication, .hipping
and are rim, to ,rasa don..,.. C 4I TIN . AN0 FA0R All O[F .1011 be ecco:npll.rd wi.g
....rent .hick .ill prod..• uwq- lil.lrg jdnh and plat... VYER -All SPANS en bal..
rg..Lal e b.a.lrp .Ides* and may r Increased by os moeh o. B with naminel B' hewing.
(IFS tf.■ STANOAR05 confer... .its Ir *pelican. p.o.i.im of 4r 'Nw lbw! Design 5pe01-
cet4m.' and 'Stole Mad Plot. Cmn.c,et wood trams (Tru.. Plot. L..Ot,..).
3x4
FT
1100
1100
FB
1650
1650
FC
1450
I'b50
WEBS = 52 BFT•
TOP C0.= 23
BOT.CO.= 20
TOTAL = 75
6 '
Alt. Splice
3.5 x 5
90 •
20
J -78202 3 0.2202 11 73.25 472 450 922
5 x 5 Splice
3.5x4NoSp,
� PNI � fl
3x4NoSplice :3.5x5
5 x 5 Splice Al'. Splice
• 30'
Comber ' 1/2"
IMPORTANT - PLEASE PLAIN Tr anion and eseellicwim. veraralred In 0.i. drawing hew be.
,report Iron data p...Idad by tr Fabrican and .bad only b. wed In conjaa0m trr..IM,
Any am o.. 1. e.p..oIy on"rrhoriced and any dome,.. raulrirp Iron ores awtbrieW w.. I.
to ra.po.lbillry of floe Febricorw, .a assumes lull liability ...foe. lice.. eopealy di.clel..
any responsibility el liability foe d..Ip, end .pecificwba laniard by It pan.. to faulty or
Ince.re0, data .ubnllr•d by .rPab..cera. Funrrma., fabricator 1s b.•by Worm. dinr•'pwa.-
4.11hy Ire Ili plan and of Its continuing rapo..lbility To verify he dre.irg, and .pnilicreions
famished by 4r Licenser .pain,. Fobricoror', own plant 4o woke .main 4ha .r 1.010..4 4,019..
and ...Meath. nonfarm a F.brl.o ', pion.. Any di.c.epmela should M im...diady brogS
In . t rho `IC• a .n ion .•for• 4,01004..1 re .
.ac.a....c.a. rh
o o
...inset o d/0, er h t.c cw..e,md.
1 1 1
R fl
6'
PLF
TRIICq
5x6
3.5 x 8
5' 9'
P15
9
I 0.3670 8 74.75 150 570 720
TOP SOT
R -C = -4567 8-0 = 4384
C -E _ - 3388 0-F = 4384
E -G = -2210 F -H = 3253
0-1 = -2210 H -J = 1955
1 -K = -2036 J-L = -0
OIRG VERT
C -F = -1191 C-0 = 127
E -H = -1331 E -F = 491
H -1 = 200 G-tt = 709
J -K = 2104 I -J = -665
K-L = -1595
DRAWN BY C. HOOVER JR.
CHECKED BY J. K. ILEADE
1'
3.5 x 6
3
5' 6"
3.5 x 6
SHEET NO. : -34727
ORTF 312PM73
DESIGN FOR TRUSS 36'
SPRCED 2'- 0"
C"tih(e: ASE:, a pples 1. bath F. el rrw et each joke, e be elthe.
SQ4sd Care sit, a$ 0 ,o WOt G,- *4 .., la of 20 papa a...hiss, Mos. atoll be le-
vm.a-eal ace.. roaa pee, entre Oahe N..re..es ate hdiee ed by elm's es direaler.
Pay. .6,10A41 02,2 vareolanes en prase iv.. bin lac * tea .Ail. i, ,selnclmpa
y.) Oen a. 1 S lap see.. vnp des. a. 121 • dien..e" 9,33• head, 0.L• diems.«, I ,0
Fd',, ..oa T. owl. a ..view no.i wM common heed, h•IN1111IM t V11.11 f,0A•nf0 era-
"rine. lees of re W.m .e... . a r,au,nded. [.MM .pacific is Ica nand
creavert dar s
d m. ebnca # ave.., et a loeeieey'1
astern. 1. -- -1 • -- e • a • w ' -„-,. l'o. . hens., gn .r use aveu
d caaider.. th. rap thaw mae.d
Y. :NIi1tm LUMBER SPECIFICRTION
'C' CHCRC 2X5 ND. 2 K.D.
BOTTOM CORD 2X4 N0. 1 K.D.
NEB MEMBER 2X4 N0. 2 K.D.
15 X INCRER5E TAKEN ON F8
DESIGN LORDING
TOP CHORD LIVE' 30.0 PSF
TOP CHORD 0ERD 15.0 PSF
60 - TOM ZI030 DERO id.0 PSF
'3 1. .CCES :GV .CRC 55.0 PSF
NOTE: 33.3 :: UNIT STRESS 1NCRERSE
NOTE: ALL PLATES TO BE 20 GA. 600 -CL,
UNLESS OTHERWISE SHOWN.
NOTE: LOCATE INTER -PANEL SPLICES AT 1/4
PANEL LENGTH = 6".
• 3.5 x 12
f
t43e K - 36 - 3.5 -55
rrR::.t4T 19
,t9 8/15'
- 6" OVERRLL SPAN
ON CENTER
FOR 1 -1/2' LUMBER FT FB FC
SOUTHERN PINE
SOUTHERN -PINE
SOUTHERN PINE
6 9'
5- 4/16'
12.00
9.50 I f
2 x 4 Wedge
3x5
2x3
c act D SPACING 1. net the responsibility of IM designer, plats fronvfacturer nor true lebrlcotoe.
?omens enetting try... en cautioned to *eh pdaulpI,, advice In mooed to the 4 p.... taod +l
.which I. ears,. moulted to prevent toppling and • deelealng • during on, aed emen.es
trocing Thielt may b. mauled In potpie application. Swum .hall Pe erected In a plan. and
Weight pmitlan, tuwm ING • Ends.. shell be handled with can during Iabricotion, .hipping
and erection, t, prevent *nag. CIITTING AND FAORIrAI ION .boll he ocwnpll.h.d using
ep,ip.rnt which will pods. •eg- itting jdntv and pietas, EWER-All SPANS em based on
Mammal A• bawled widtlu and may 0. '.creerd by es each as 0• with nominal 0 be „Ing
DI SIGN SIANL'Ar cant..,, .IIh the ,pplicobla pmevl.len of the • Netimel Deign Specifi-
cations" eta - Light M.tel Plebs Connected wood hones' (Inns Plate Imtitma).
f
750 1150 1050
1 100 1650
REM -
TCP CO..
SOT •CO
TOTRL =
6 '
Alt. Splice
5 x 6
91 8FT.
40
ZS
96
.2\
90
304
1
R
8 0
67 127
20 0T
7
20
7 x 6 Splice
3 x 5 No Splice
3x5 No Splice 5x6
5 x 5 Splice Alt. Splice
J -762E. 1 0.3294 11 69.68 .248 .505 .753
6'
574
1
C_
SA \FORM Tr
IMPORTANT - PLEASE READS She deign end rp.olllwtlor. contained In fhb drawing bare arm
pope.. Iran date provided by the Fabncwo. and should away be cad In cenlurelion themelth.
Any other aso b •.p'.uly u and any demo.. mednng Doe welt a eeth.i.ed w I.
the reponsibiIDy pith. fabricate., who Gunnies lull liability there/es. licenses *awed y dacha.*
any nepon.ibiiity of liability for design and peifiwtlom tarnished by It peewee to I lrig at
inco.rect dare submitted by the Febricata. funho naa, 0,0 is herby ,dried of in
blliry foe Ike pion. and of Its continoinp responsibility ...illy the d o l.ps and sp.cil,cmlar
lu.ni.h.d by the Llc.nsa against Febricma own plea re rob. certain that the Iurnldrd r.q,
and p.cllleolions c.nfem, t, F abric ..o.'. pions. Any discrepancies .haeld a. Inmedies.ly bre..
In writing, .the Licence a on balers Fabrication fa n.0 .any ,. .ass «capable ro rte
engine,. one /or architect coec.ned.
1 1 1 1 IPLF
540
F H . J
120 120 120
1'
1
E
7x6
3.5 x 8 No Splice
6 x 8 Splice
• 36' 5-
Camber = 1/2
540
1
G
5'10 - 14/16' •
12.00
3.50
540
f
3x5
529
1
8'
3 x 5 No Splice 5 x 6
5 x 5 Splice Alt. Splice
259
N
2007
57
T
PLF
Alt. Splice
5x6
t
2x3
1 0.5490 8 74.75 150 729 879
TOP 80T
11 -C = - 5844 8-0 = 5610
C -E _ -4665 0 -1 = 5610
E-G = -3487 F -H = 4479
G-I = -3487 H -J = 4301
I -K = -4480 J -L = 4340
K -n = - 5221 L -H = 4940
01116 YERT
C -F = -1191 C -D = 127
E -H = -1331 E -F = 491
11-1 = -1122 G-H = 1412
J -K = -672 1 -J = 329
K -L = 117
DRAWN BY C. HOOVER JR.
CHECKED BY J K MFADF
6 9'
f
7 x 6 Splice
3x5NoSplice
1/2n
2x6
3- 8/16'_,f4
•
•
SHEET NO. CF-34i8
DATE 31.1A0(73
sr.vF�Fr Tr'LSS CCN YECT_+. £ 't •plied 4a b0. I :e of n.a s •■d Iona,, 4041 - .1M..,
Samdam .. or 1.4* 400C G.ip+A stag , 10 or A 0wge as o.,Uled. Plate . be le-
camed temme — rya yomn, ...tens ploy pietr•".n en MairoMd by .Lois - diw.iw.
Pe•ge .hae plea ere prow ..+O be^ kn., d r...e ..IN it resin. ciorap.d
Pr 13 - !a44 aa..a .bns 0.lS- o.ns.o' «0. 2 heed. C.:V$ ...mom, IS
:aC ew..em■ ..al ..+ enamor. hat. fr '.4' • .' 11 *4"a f'n ". meet-
. Loma. of +e no c+ye' P.... minas may bo ..e.t...N.a. L1Y11S ,,t; 4 , 4 14. .4...4
, .d'*. 4 w.v eel ks:*.'... d may Pr b.4.oee s seaman, em .roNseu *Joe !*{cone i
• LT' t t .=:- '�I�� \�' 11.a won b Pram a.y.ed coned iep Am to Omni hoed
co geom.. am andeepagg 3' -
QESIGN FOR TRUSS 17'- 9" OVERALL SPAN
SPACED 2'- 0" ON CENTER
MINIMUM LUMBER SPECIFICATION FOR 1 -1/2' LUMBER
TCP CHORD 2X4 NO. 1 K.D. SOUTHERN PINE
BOTTOM CHORD 2X4 NO. 1 K.D. SOUTHERN PINE
HSEB MEMBER 2X4 N0. 2 K.D. SOUTHERN PINE
DESIGN LOADING
TCP CHCRD LIVE 30.0 PSF
TCP CHORD DERD 15.0 PSF
53TTCM CHORD CERD 10.0 PSF
TOTAL DESIGN LORD 55.0 PSF
NOTE= 33.3 X UNIT STRESS INCREASE
NOTE: ALL PLATES TO BE 20 GA. 600 -CL,
UNLESS OTHERWISE SHOWN.
CO
mit
3.5 x 6
FILE NC. M- 17- 3.5 - 55
' 12.00
3.50
1x6
G 7
3 -516" Min. Brg.
F trl r) PWr lrin b 44 A. r.4pmuibillty of the designer, plate mon.100tw.r nor nuns loblcta
Pans.. .noting trees are captioned to wk p.vl"sion4 odvic. In regard to the erection Noel r.
.'.ICh is than i.wir•d ro pr...M Nppllng oral - daninolng daring ...anion, and p.mn,n..d
Sewing .hick may be rop.dred in pacific application. 7.,.., 0o44 b. erected In a plumb and
Prob position. 11A O} ISLE T*.. .nail be bndl.d .Ith care daring fabrication, shipp',
and ...coon, to po.on dmo,... [{1111[{ AND FAGP.LCA1IQ .A11 be aacamell.i'.d u4o
.p,ipmenr..filch will parade. snug 41tting jinn and plate.. GYFN- Ail SPAN$ are based on
e..in.nl d- bearing width. and may be Inoreaw by as moth as B .ills nominal 0 bearing
m'IICN STANBAAQ$ cad Ith the opp1lceble provision d the - Nation& D"Ign Spaclll-
catiory and 'Light Metd Plate Connected woad Emme. (Tram Plata Institute).
FT FB FC
1100 1650 1450
1 100 1650'1T50
6 ' 3"
2 x 4 Wedge
WEBS = 17 BFT.
70P CD.= 15
BOT.00.= 12
TOTAL = 44
4
R
281
8
62
1
I
976
5x 5 Splice
3 x5NoSpico
2x3
J -7820 1 0.0799 11 68.75 478 223 701
•90
20
Alt. Splice
3.5 x 4
IMPONTANT - PLEASE HEAD, The design and speclllcallons contained In AI. Mowing have ben
proposed from data provided by Ma Fabricator and .heed only be seed In cmju.ctian Mer..lPh.
Any other me Is °apronly omalhalred aM any damages resolving Iror. such wnhnl..d w is
the repmelblllry d the Fabricator, who cu•une. Full Ilodliry the,lar. Llcer..ar weasel, di.daim
any responsibility of liability for deign and rpetitiwlloro furnished by it p•mome to bolt, or
Incorrect doe, ...Wed by Ma f unhem.ore, rubric... I. homey e*Iedd
111 iry ler in plans and d it. continuing repa.lbilit, to verily to drawhgs and pacification.
forni.h.d by sew Licensor ngoing F!Minna man plans to maL• certain that the lunl.tad designs
ond p.cllImolare cordons, to Fabrlwta pion. Any dl.c,epmcle. .hound M I..'. diately brwg.
In writing, to !ha Llcereor i anenllon Mitt fabrication for mammary revisions «capable to Me
engineer and /s e.chItect cencened.
540
1
C
0
120
4
5' 9"
17' 9"
Alt. Splice
3.5 x 5
Coe* ,er = 1 /4ir
i
1 - 1 , l R R .I I
517
4
E
F
115
1
3
- ,ndnena
3 x 5 No Splice
5 x 5 Splice
1PLF
259
1
G
11
57
1
1
978
PLF •
2 1 0.1332 8 70.25 .153 282 434
TOP
A -C = -2253
C -E = -1129
E-G = -0
DIRG
C -F a -1197
E -H = -1269
BOT
6-D = 2169
D - = 2169
F - H = 1084
VERT
C -0 = 120
E -F = 458
G-H = -258
DRAWN BY C. HOOVER JR.
CHECKED BY J. K. MEADE
5' 9'
2x3
3- 8/18' . 1 4" /
3x5
SHEET NO. '- c_14787
r?
N.. 1•1•-1 tr`v \Y7, ^1r$ kin y70* to bee% facee at I"n" mach pare, Jdl b. elf4..
Scv—' ..v o4a a Twit —C Gap Mahe... to ...0 pe•q. a .soloed. 4 4*. .Sell b. le-
• nom „wcw-04 atm. env reants, at•a P.m plecwwm w :..eta.wd by elml" or dirwlw.
' ..-. c.a NO (0.04. -C `new Mee. ma premed ..m Web /weed .....Vle It newt. clamed
. .,.' ri. - I S' wu[v r S Wee C. IS' d'.am... 9 1:• ha0. 0.111 4.awn> , IS'
-- -. emtaw e> .W ..0. mamma .sec. L. 'MIT R GULF peci-
Lemma- a re 1mm a c'cw weer .dw ea be . CAklES p.cifiea is foe nand
ccremterm d mesa ar '_ -x et m4'.. for >lara4
i . / r---1 ? t S has fie ewe" an,* ca.aida.bg the hp clmd Tweed
m enema. ma ...yew J' <C • .
DESIGN FOR TRUSS 22'- 0" OVERALL SPAN
SPACED 2'- 0" ON CENTER
MINIMUM LUMBER SPECIFICATION FOR 1 -I /2' LUMBER
TO? CHORE: 2X4 NO. 1 K.O. SOUTHERN PINE
i BOTTOM CHORD 2X4 NO. 1 K.O. SOUTHERN PINE
b :E3 MEMBER 2X4 NO. 2 K.D. SOUTHERN PINE
DESIGN LORDING
TO? CHORD LIVE ' 30.0 PSF
•C° CHCRO CERC 15 -0 PSF
BOTTOM CHOSC CERD 1C:0 PSF
' T.CT:IL CESiG?4 LOAD 55.0 PSF
�C'Es ?3.3 II UNIT STRESS INCREASE
NOTE: ALL PLATES TO BE 20 GA. 600,C1,
i UNLESS OTHERWISE SHOWN.
NOTE: LOCATE INTER -PANEL SPLICES AT 1/4
PANEL LENGTH T c ".
FILE 140- K! :t-b)- 22- 3.5 -55
C°T:t:' 1973
�Ff D pRA IN . A not fN re pen.lblllfy a the adgm., plat. .mmfocturer nor Mow. lew)rntn.
Pomona erecting Manse ere eeutl0.d to m.4 prdwi.na) axle. In .egad to 14. e,w11on bre01ng,
.filch t..I... rewired fo prevent toppling and • d,alnoI.g dear. meek, and peramno.4
Sewing .hi.h .my be rebated In ...cilia applIcatIoo. Tram. Oval be .4.01.4 In a plumb and
weight pmitim. I.ANULIN o , ivues Moll be vndl.d .Ith care daring lob)cafion, .hippi,
and ...caw, to pr.•sa damage. ft'I111M1G AND FAQRICAI IQ' Moll be accomplished wing
a ant which rill produce .oglitting join" and plates. AVER -AIL SPANS are based on
nominal 4' bearing width. and may be increased by as much as 8' eilh nominal 8' bearing.
DF.4G.•y,j/.NDAL^5 cerf e.. with the applicable prevlrian el the 'Nakano. Deign Speclli-
ectie.• a.d 'light Motel Plate Connected Wood low.' Ore'. Plat. Institute).
FT FB FC
1100 1650 14
1 100 1650`T4 0
6' 6"
NESS . 27 OFT.
TOP CO... 17
BOT.00..'15
TOTAL = 59
3x5
292
4
R
90
20
3.5 x 5 Splice
574
C
6' 3" .
22'
Co, bcr = 3 /6t'
3 x5
J -7280 I 0.0962 11 73.25 543 300 843
IMPORTANT - PLEASE READ. The design and p.citicalms embalmed In NI. dre.lp hare. 4.eo
prepared bore data provided by the Fabrmat.e end should only be teed In can wmtle. ther..ith.
Any other we 1. eprauly u..utherl..d and any Menge. retulan; Iran such urwtharle.d we iM
the r.pa.nlb,llty dthe lebrleotm. who .....,0. MI Ibbillty therefor .,Lk...u•.p...iy dlnlalrr
any repeatability a liability I emigre oral pecil Ica/ im. famished by 0 pvnuad to twit/ at
Incorrect data abnist.d by the Fabricate. Funormmc, Tebicmor i. hereby.d.headIn
blli for 0. plane end of lf, continuing responsibil Ivy to verify the dwwlros ad p.mifamiona
furnished by the Licemo. against Fabricator'. own plea to ado camel, ton rho f0mi.Md oesyns
end pacificatime conform.. to Fabricator's plan.. Any di.epacl, .40.dd be um..dimely tm.N
in eritIng, to the licenser'. attention before lubrlwtton la me ..widen. eeep.aM. to Me
engineer and /or orchbecl concerned.
1 1 1
562
1
E
B 0 F H J
65 127 125
ri I
2 x 3 3 x 5 No Splice Alt. Splice
5x5 Splice 3.5x5
SP \FCPD TRUSS
6 ' 3"
416
1
G
135
4
5x6
PLF
30
1
1'
1210
PLF
3 2 0.1604 8 75.00 174 380 554
Tor • • BOT
P -C = -3045 8 -0 = 2923
C -E = -1817 0 -F = 2923
E -G = - 569 F -H = 1744
G-I = -589 H -J = -0
01PG
C -F = -1232
0 -11 = -1371
11-1 = 1046
DRAWN BY C. HOOVER JR.
CHECKED BY J. K. MEADE
3. 1'
5'11 - 12/16"
12.00
�3e5Q
3.5 x 4
VERT
C -0 = 127
E -F = 483
G-11 = -86
1 -J = -1180
SHEET N0. CF -34i90
DATE 31,111473
Tai^ Tn ZS :c'.y js waited to both laces d Mae r each jdro, Will be •IM.,
5cn7e v o- ..e..r+ a Y -.+a aC..0 Ws. a*, 13 as N gong m e.c Ord rlo.. ddl be we ' - we n' 0r,..rde.o pae pot... WI... by circles r d:m n,
wr.lo
plows.sewed :+bar+ hsces d ann .Nl.1 retie re 0.0.
t rw. o- 1 .0' Wig ,. wry *. .1.IS direst" 9. hoe. C.'JW• diameter, 1,3'
S• • �sa.al i a ep..&......9 with caw. Ned MINIM. PMIIIM'lf. C..Antcr• pal.
e dam. tweed re raver vexes .nee setae ea y ee wen ..u.e . CAPajt specified is I. rowel
d w Fb.:. -3. J ea be i r.dnc.d at tn. ,,tutee w.e f.bried.rti
ee r — ..ten ..i Tm - ben.•
his e,ues Ws brewn dngaed ca'•Id••Eq the top chord braced
a . .Y c.a., 3' r.
t aESIGN FOR TRUSS 26'- 3" OVERALL SPAN
SPACED 2'- 0" ON CENTER
IIINIMI;n LUMBER SPECIFICATION FOR 1 -1/2' LUMBER FT FB FC
TOP CHORD 2X6 N0. 1 K.O. SOUTHERN PINE 1100 1650 1450
BCTTO1 CHORO 2X4 NO. 1 K.O. SOUTHERN PINE 1100 1650'3750
NEB MEMBER 2X4 N0. 2 K.O. SOUTHERN PINE
2ESIGN LORDING
TC° C-f0n0 LIVE ' 30.0 FSF
'OP C10n0 DEA0 15.0 PSF
BOTTOM CH3RO DEAD 10 PSF
TOTAL DESIGN LOAD 55.0 PSF
NOTE: 33.3 X UNIT STRESS INCREASE
NOTE: ALL PLATES TO BE 20 GA. 600 -CL,
UNLESS OTi-'E:W1SE SHOWN. -
NOTE: LOCATE 1NTER -PANEL SPLICES AT 1/4
PANEL LENGTH ± 6a.
6' 6'
5- 4/16'
12.00
• 3.50
3.5x8 1x6
�� 4 •4 3- 8/16"
1
- -E % '..o; 2 3.5 - 55
2 x 4 Wedge
El!, n 9OArIN a I. not the r.pm.tblllty of the de.ipeer, plate .anulacN,., nor nu.. fob,lwln.
Peres .r.etine mew an coati.. to welt p.al...land advice In repo. la Ile •rectl.n bucinl.
.Rich 1s el.vyt ngnined to p.vnt toppling o.l - doniro .' daring erection, 6.1 penroror.
breciq
which eery be regdred in specific application. bona, .hall be erected In a plumb and
.naleM peeiIion. UA?C11MQ . Tres.. .hall be handled .ills care doing fabric/ale, .hipping
and .r.. I ., to prevent da.ap.. (111 17.10 ANI? f AIPOQUIQL1 Jell be accwpll h.d asina
.pripw•ra which .01 poduce PUp joinw and plates. .tVCO-AI. 9PAN. on bored on
nominal c' bowl. widths rd nay be inc,aa..d by m mach aa B' with nominal p' bearing
09{901, STA1 conform with the applicable p.o.I.iw el the 'Notional Donlon Specifi-
cations aM 'Light M•.1 PI.N Cennect.d Wood True"• Elm., Plat. Imtitot.l.
7 x 6 Splice
3 x 5 No Splice
WEBS = 27 BFT.
TOP CO.= 28
BOT•CO•=• 19
TOTAL = 73
Alt. Splice
5x5
IL�1
S. 1 I
• a .
90•
20
J-
3x5
1
IM90MIAN1 - PLEASE MCAD. the d..lpn and pecificotlorn w ,t.hvd In this drawlq Wee been
prepor.d Irrn don. po.Id.d by the FabrI..ter end .held only be wd In conjunction Iber..IlM.
Any caber w 1. ..prauly urwrhriaed end . y dorapn 6.64111, I rw.wtblc.d w N
,he re.pon,IbIli,y d the fabricator. who awn. loll liability there.. licenar enprw.ly
any r..prnlblllty of Iloblliry for d•.1pm and spealfico Ion. Iwni.Md by It punurd to I..lry
Irwrrecl date.u.Wed by ,helab.lcatr. F antennae., Fablcrr I. h.nby ...dal
(r its plan and of In continuing re.p.relbil ity to verify 0. Porings and peclli. 1.s
furnished by the licensor .palm, FabriwIW's own plea ace met. cane. Owes She famished M.ipm
and specifications cadet. to Fabricor'. plan. Any disc..p ,oI.. .hold be br.nedl >dy Poop.
In railing, to the Licemrh r1.mlen bolo. labrlwllon lot r..,....,p r.e1Jon. occeptot . to the
eglr...r ed /r etch.. concerned.
I'I
2x3 3.5x5
Alt. Splice
r 1•-6 , 26' 3'
3 x 5 No S lice
5 x 5 Splic:
Ca',ber = 3/8"
4 0.1341 9 87.00 379 89 469
6' 3"•
•f "aik4.+�. -. y .:, . 9.99' ?,fin .+4 . a ire .....
7x6
3.5 x 0 No Splice
5 x 9 Splice
PLF
PLF
3 2 0.2235' 8 75.00 174 484 658
TOP 60T
R -C = -3879 B-0 = 3724
C -E _ -2652 0 -F = 3724
E -G = -1424 F -H = 2546
G-I = -1424 H -J = -0
OIRG VERT
C -f = -1232 C-0 = 127
( = -1371 E - f = 483
11-1 = 1512 0-11 = 190
I -J = -1371
DRAWN BY C. HOOVER JR.
CHECKED BY J. K. MEADE
7• 3"
5'11- 12/16'
12.00
3.50
r
-E
3- 8/16'--44
3.5 x 6
a
2x3
S1EET NJ• `F 4791
CRTF, 3i IWO"
„reymau,.. . ms.dw.n 'h•..adn.t9ttlllY . swii il�:— pJkbse.a.e...b,�y,
Sn s.= '..15fM eT9S, died A belt face% of .hues at end l.MM, shell be el.b..
Sundae tens-r n Sedfna 41/ G , ro N gaup as untitled. Plan. Nall be le-
e.. .eo.swd .M. V newt when nine a"-- ..t....n I'.l.eend by eteln a d...w.im..
^a -. 74.422 a Y CJ ...on plan L.N ash lees d tnm wen,/ twain clamp.
a ,p 1 cam: te 13 t,, *el nee en. 0.19' a;e stn 912' lead, 0.00.1' thereto., 1 .7'
sd `.x .em Ind . , a epc.alere e0J ._M on .m. Mao. Miss.'', l I!v rF. C PAIIT on pnei
L.ri d newt. m yammer seen eds. eve be ,.eauty et. CM.= C = wn.fl.a is In meld
a d eay..c 4ea f n —neyn. a...-y to mneenn ee na.aeen d.. retina real /w (Crimean's
war ! T— Ctwdta TV. nav d 0.aa Onimsed comiderIng Me rep ctn. Moe.
e ,ay.c. en mend, d' - 9 .
DESIGN FOR TRUSS 30'- 6” OVERALL SPRN
SPACED 2'- 0" ON CENTER
i DESIGN SN I
.._suet _eRDINc
TOP CHC50 LIVE ' 30.0 PSF
TOP CHORD DE90 15.0 PSF
BOTTOM CHORD DEAD 10.0 PSF
TOTAL DESIGN 1090 55.0 PSF
NOTE: 33.3 X UNIT STRESS INCRERSE
fa:N:MUl LUMBER SPECIFICATION
TOP CHORD 2X4 NO. 1 K.O.
BOTTOM CNCRD 2X4 NO. 1 K.O.
IiE8 MEMBER 2X4 NO. 2 K.O.
MOTE: ALL PLATES TO BE 20 GA. 600- CL,
UNLESS OT- En1':ISE SHOWN.
NOTE: LOCATE INTER -PANEL SPLICES AT 1/4
PANEL LENGTH ± 6a.
•
x
3.5 x 10
12.00
3.50
. 1 x6
1 ' -6 n
:L_ :HO. K &`L.) - 30 - 3.5 - 55
FOR 1 -1/2" LUMBER FT
SOUTHERN PINE 1100
SOUTNERN•PINE 1100
SOUTHERN PINE
6' 5"
- 3-5/16"
3x5
f IFt110 Is net the responsibility of el.n designer, pieta monalaclure. m111a,s febrlcoter.
P *noon erecting roes en awllon.d te seek professional advice In .egad to the .1ec b,ocin
.islet. Is elw., np+l..d la pavan. Irypll.o .rd •d..nb.elen dart, .n end p.mrnn
b. «I, which nay be nevind In .peeil Ic application. Tra"es stash be erected In a plumb and
weight position. MANDLINSL Ensues ,hall be heel. with con dart, foblcatlon, ,hipping
m.d ..sedan, to prevent damage. JJITIN? AND FATAH - 4710N doll be accomplished wing
equipment .Lich will produce snug -4 ;hi, lane, and plots. OVEN- All SPANS me based ai
eniml 4e b.a.i, .Idths and may be increased by as mach as 0' with nominal 0' baring.
CLEILfehLIT.ANDAIMS conform with the applicable provision of the 'Mahone! Design Specdli-
.tio.' and "Ilan Metal Plan Connect. Wad Troves' (Tress Plate Institute/.
FB FC
1650 1450
1650 - TAO
NE05 = 33 FIFT.
TOP CO.. 24
BOT.CO.e 21
TOTAL = 79
6' 3"
Alt. Splice
3.5 x 5
90 •
J -782F
574
2
R
B 0
? 65 127
I
1677
20
5 x 5 Splice
3 x 5 No Sjlice
C
2 x 3 3 x 5 No Splice 3.5 x 5
5 x 5 Splice Alt. Splice
• 30' 6"
Camber' 1/2"
1 0.2307 11 73.25 543 '465 1008
IMPORTANT - PLEASE READ, The design and ,pecllicanma contained In this era.ing ben ben
propo..d from deco p•o.Ided by the Fnbrlentre end Nwld only be used In cen(.n.alo. Ihen.Ith
Any dl., w 11 .g....?, u ehnia. and any dw,y.. rw.A,ing 1,.t. such ...uNorl..d use It
Ms responsibility d the Fabricator, who ouu.es loll 11.0111., therefor . titan... erprrly aisdalw
any remon,ibil ivy of liability la designs and .pcificmlans furnished by 11 punoma to faulty at
Immraa date nbmbt. by Me Fabricator . Fanhenne ., Fabricator Is hereby advised d In respmel-
bility ler in plan and of Its continuing re.penlbilltp to eerily the d.owl„ and specification
furnished by the Linn. ,alit. Fabricarm'1 own pions to woke c.nein that the furnished desgns
end specification conform to Fabricator', plan.. Any dI.c.epo.cies shadd be lenedlosely naught
In .tint,, to .Ise licenser', attention Mime Fariwtlon la meows re.hlon. .aepea01e .e Pa
engineer and/or arc11toct concerned.
F
125
b
- 6' 3"
540
H
120
1
PLF
SPN.PnRn - TRI. L,
1 1
5 x6
1
J
115
5' 9..
5'11- 12/16"
12.00
3.50
1/4 "' 3.5 x 8 No Splice Alt. Splice
5 x 8 Splice
3.5 x 5
L
IPLF
57
4
1677
3 2 0.3844 8 75.00 174 588 762
TOP BOT
R —C = —4714 6 - = 4526
C — = —3487 0 —F = 4526
E -5 = —2259 F —H = 3347
G—I = —2259 H—J = 2025
1—K = —2110 J—L = —
01RG VERT
C —F = —1232 C -0 = 127
E—H = —1371 E—F = 483
H -1 = 173 G—t1 = 725
J —K = 2167 I —J = —656
K —L = —1620
DRAWN BY C. HOOVER JR.
CHECKED BY J. K. MEADE
L1
3.5 x 6
3x4
5' 9'
3.5 Y.
- Sf
.3
J
9- 8/16'.
2x4
4'
SHEET NO. (F-34792
mAtr ?l 1 7l
tn1
c ` • •:S! r A ***abor.
• 1.` >a uza a Ser'aa V C 13 at A pad, - pcifad. Norm ..MI be le.
eesa •sear.cop ex.r nsda aaaao. vkats plan p:eerone.. n an k4;cered by circles - dliw.uau.
Pm,* 30. a:KD roma. aa.. cn,..a..t Aeo Oar• f,...01,,.* .hr. (, ...name**,
a -y. rid' . 13 L,g wade rap ..e.. 0.3ID d.a..0e 9.12 heed, 0.003 draw• ... t J•
lad,•. -eserr T.e'. en empond.n.c3. 3. **cm Imed. leiN111 Y 1I %% 5I f.FAC•ten "ea -
Peg, Ism* el M. ae e• ornate• crest .Ives ..v be vain vied. ( *re iced I for norm*
mr s.*,. of mem* cd fee*** u way b: a M.W a dm **mg and/or ImrMasah
apes*. L _ _ d Tea Chew- The ems Am been I.q.N can icing the hp ohad bated
wane* my anememo 3' C'.
DESIGN FOR TRUSS 34'
SPRCED 2'- 0"
MINIMUM LUMBER SPECIFICATION
TO? CHORD 2X6 NO. 2 K.O.
BOTTOM CHORD 2X4 NO. 1 K.D.
NEB MEMBER 2X4 N0. 2 K.D.
DESIGN LORDING
TOP CHORD LIVE 30.0 PSF
TOP CHORD DERD 15.0 PSF
BOTTOM CHORD DERD 10.0 PSF
TOTRL DESIGN LORD 55.0 PSF
NOTE: 33.3 X UNIT. STRESS INCRERSE
NOTE: ALL PLATES TO BE 20 GA. 600 -CL,
UNLESS OTH3WISE SHOWN.
NOTE: LOCATE INTER -PANEL SPLICES AT 1/4
PANEL LENGTH ± ".
5- 4/16"
12.00
3.50
1x6
3.5x12 ��
A l
1' - 6"
FILE 92. K! 34- 3.5 -:5
1PYR!Gt4T 1973
- 6" OVERRLL SPRN
ON CENTER
FOR 1 -1/2' LUMBER
SOUTHERN PINE
SOUTHERN•PINE
SOUTHERN PINE
6' 6'
F I t n .WINQ is not the impassibility of the dala++t, plate ■nulacturer rear t•w fabliau
Pen*. .nctip mesas en cwtIened to reek prof.ulona advice In regard to the erection bracing.
+Awn I. always naoired to present toppling and 'donineing during erection, and wa.o..M
b.' In •'•wA nay be noel in .pcltic application. Tr..... .hell be ..acted In a plumb acv
.height pavilion. rsA7303I•tf Tro.., Mall be **led .ith can during fabrication, shipping
and ore**, to prevent dome. C11T110 & AN FA0.CIUIION Mall be occonpllshed wing
puipm..•r chfcA all peed*. .mg fining Bann and plates. tata,AL SPANS a • based on
*anal 0• *rip .ids and may be Increased by as much c. 8' with nonhesl 8' beacip.
120 STANDAEDS coda.. .Dh the opplicoble pnvi.lon d the 'National D..Ipn Specill
anions' and Sight MAW Plate Connected wood Trusses' (Trw Piot. Institute).
3- 8/16"
3x5
2x3
FT
750
1100
w.
FB FC
1150 1, 50
Isso
REM = 99 BFT.
TOP CO.. 90
80T.00._ 24
TOTRL .101
6' 3'
90
22
B 0
65 127
1
T
1897
r
7 x 6 Splice
3.5 x 5 No Splice
Alt. Splice
5x5
3 x 5 No Splice
5 x 5 Splice
574
C_
block
J -782G 1 0.2439 11 69.68 .286 .475 .761
20 . . . PLF
6 ' ;) a
• IMP03TAfd1 - PLEASE READS The dation and pacification *Malwd in fhb dre.ing hem been
prepared ban data provided by the fabricator and .Mad only be used In conjunctlan th....lth.
Any other w Is .np.euly awwhorla.d and any dm alga. nnultl.g from .ch w.dwi.ed an Is
the n.pon.Ibility elite fab,icata, .a www lull liability there.. 13,..... evened? dhc:aba
any .etpanJbllity .I (lability for designs .red .p.clficetlau furnished by it pan.. to foully or
Incorrect** ..baited by ...Fabricator. Nate*.., PiMlcor.. is hereby advised al In retpadl-
• Why for Its plea and et ill continuing raporelbllity to veiny the bo.Igs and specifics ion
fanithed by the Limns* .0aint Fubrfcmor'. own plan to ...3e conch, tat rte Iwnbhed desyn
and gacificaiw conform l fabricator's plant. Any diweponcles *Quid be lewdia.ly bough
In writing, to the Licm.a't ot3.ntion Wore fabrication la naun•y madam acc.ptebf• torte
engineer and/or architect concerned.
Alt. Splice
5 5 W/blo k
34 ' ¢.
5 x8
3.5x 3x5NoSplice 3.5x5 35x8 3 8/18'_._4... m
5 x 5 Splice Alt. Splice 2.5 x 4 P
---4
Ca•r:3er= 1/2"
fi
7x6
•
5'11 - 12/16'
12.00
1 L
3.5 x 5
5 '
IPLF
4 2 0.4066 8 75.00 .174 E85 380
fi
5 x 5 Splice
TOP 80T
R -C = -5500 8 -0 = 5280
C -E _ -4272 D -F = 5280
E -G = -3045 F-H = 4101
G-I = -3045 M -J = 3394
I -K = -3538. J -L = 3342
K -M = -3481 L -N = -0
DIR& VERT
C -F = -1232 C -0 = 127
5 -11 = -1371 E -F = 483
H -I = -609 G-11 = 1199
J -K = 59 1 -J = 72
L -M = 3399 K-L = -515
M-H = -1842
DRAWN BY C. HOOVER JR.
CHECKED BY J. K. MEADE
3x 5
1'
I'`i4ET �7' r 4•
fS1 7 h i t • p'r'•
•
� 1_ - ' - ): SANFORD TRUSB SYSTEM
SIGNED_ FO_R _MPI -_ _ J- 7820CH 30JAN73
LUMBER 3.000 IN.THICK FT F3 FC SPACING 2400 IN 0.Co BASIC LOADING
TOP CHORD 2X 6 NO. 1 K.D. SOUTHERN PINE 11000 350. 1450. STRESS INCRo 00333 ROOF 45.0 PSF
_
B0T - CHORb 2X 8 N0o 1 K.O. SOUTHERN 1100. ::650.1450e CEILING 1000 PSF T
WEB 2X 4 NO. 2 K.D. SOUTHERN PINE 750. :.350. 975. TOP PITCH(•1) 3.5/12 TOTAL 5500 PSF
- _ BOT PITCH(1) 0.0/12 CRITERIA 7
62.00 60.00 60.00 60.00 60.00 60.00 - 60.00 -- 62000 - - -- - --- - - - -
• �
PANEL LENGTHS
DEPTH OF .
TRUSS OA 5.25IN.
DIAG. SLOPES R L- L L
HOR.BRG.
CUTS 3.55 IN.
SUPPORTS (S) S 5
SPANS 0- 0- 0 30- 2- 0 10- 2- 0 40- 4- 0
TOP PANEL PT LOADS
TOP CHORD FORCES
VERTICAL FORCES
DIAGONAL FORCES
k MOMENT COEF
- PLF
CSI AXIAL
CSI BENDING
CSI - TOTAL
MAX.CSI
R
R L
232. 457. 4490 4490 4490 4490 449 4570 232.
- 18501. - 15825. - 12596. -8932. -85320 -7838. 32. -949•
0. 1066. 2291. 36870 4552. -1686. -71350 101.
00 -2683. -3603. -4696. 143. 8784. -984. 0.
BOTTOM CH FORCES 17761. 177610 15192. 12092. 75240 -310 911. 9116
SOT PANEL PT LOADS 3480 1066. 15170 . 18490 23700 27950. 1525 1016 -498 •
REACTIONS 5761. 0. 0. 0. 0. 0. 8944. 0.
6TRESS ANALYSIS■
TOP CHORD
LUMBER DESCRIPTION 21 2X 6 21 2X 6 21 2X 6 21 2X 6 21 2/ 6 21 2X 6 21 2X 6 21 2X 6
AVE. PANEL LENGTH 54.00 60.00 ` - 60 60000 - 60600 60000- 60600 - - 54.00
1 /11 1 /11 1 /11 1 /11 1.'11 1/11 1 /11 1/11
90. 906 90. 90. 90. 900 90. 90o
0.580 - 00 0:394 `07280 - 0 160 00245 00001 0.029
0.059 0.073 0.073 0.073 0.073 00073 00073 0.059
0.639 0.569 0.468 0.353 0.313 00319 0.075 00089
1450 1450 1450 1450 1 450 1450 1100 1450
MOMENT COEF
PLF
CST
CSI BENDING
CSI TOTAL
MAX +CSI
ALLOW. STRESS
BOTTOM CHORD
( - LUMBER - DESCRTPTTOAT - - - 21 - 2X 8 21 2X 8 21 -
• 2X8-21 ,X 8- Z1-2 >: 8 - 2X -8 21 2x
I AVE. PANEL LENGTH 59.25 60.00 60.00 60.00 604.00 60.00 61.00 61.00
1/ 8 1/ 8 1/ 8 1/ 8 1/ 8 1/ 8 1/ 8 1/ 8
135. - - 287. - 320. 420. 5L8o 590. 20o 200
0.556 0.556 06476 0.379 06135 0.000 00020 0.028
00085 0.186 0.207 00272 00:42 0.382 0.013 0.013
08642 ' 0.683 -- '00651 0.: :78 -- 00383 0.041 0041
*
0•
0.
, 1:89 `DEFLECTION = ` 06225BOT" 0607501AG6 - 06053VERT.
DEFEC = 0.3655 DEFL = 0.1993 OEFD = 0.1661 L/240 = 2.0166 L:360 = 1.3444 AT PANEL POINT 5
G(ms)- 40(30 +10)- 3.5 -55, Sheet No. CF -34783
5.24 IN
5.52 IN
-1•
F1• - DESIGNED FOR MP!
� .
LUMBER 1.500
TOP CHORD 2X
BOT CHORD 2X
WEB 2X
PANEL LENGTHS
DEPTH OF
TRUSS OA 5.25IN.
DIAG. SLOPES
HOR.BRG.
CUTS 3.50 IN.
SUPPORTS (S) S
SPANS 0- 0- 0
TOP PANEL PT LOADS
. TOP CHORD FORCES
VERTICAL FORCES -
DIAGONAL FORCES .
AVE. PANEL LENGTH
MOMENT COEF
PLF
CSI AXIAL
CSI BENDING
CSI TOTAL
MAX.C51
ALLOW. STRESS
BOTTOM CHORD
LUMBER DESCRIPTION
AVE. PANEL LENGTH -
MOMENT COEF
PLF
CSI AXIAL
CSI BENDING
CSI TOTAL
MAX .CSI
IN.THICK
4 NO. 1
4 NO. 1
4 N0. 2
REACTIONS - T - -` 701: •
81.00
R
12- 9- 0
72.00
L
5
303. 573. 269.
-1178. 0.
0. - 127: -269. .
0. -1190.
• BOTTOM" CH FORCES . 1131. -- - . 1131.
BOT PANEL PT LOADS 67. 127. 60.
0. 701.
STRESS ANALYSIS -
TOP CHORD -- -- - - - LUMBER DESCRIPTION -21 2X 4 -21 2X.4
K.D. SOUTHERN PINE
K.D. SOUTHERN PINE
K.D. SOUTHERN PINE
73.25 73.25
1 /10 1 /10
90. 90.
0.116 0.000
0.519 0.519
0.635 0.519
1450 - 1100
-21 2X 4 -21 2X 4
- 74.75 - 74.75
1/ 8 1/ 8
• 20o _ 20o
0.146 0.146
0.150 0.150
0.297 0.297
0- 0- 0
SANFORD TRU'.6 SYSTEM
FT
1100.
1100.
750,
12- 'i- 0
FB
1897.
1897.
1552.
FC
1450.
1450.
975.
SPACING 24.0 IN 0.C.
STRESS INCR. 0.333
TOP PITCH(1) 3.5/12
BOT PITCH(1) 0.0/12
J- 782ACH 30JAN73
E =1.89 DEFLECTION = 0.016TOP 0.02830T 0.019DIAG. O.000`JERT.
DEFEC - =`0.0639 DEFL "= 0.0348 " - DEFD = 0.0290 - L/240 = 0.6375 ..7360 0.4250 - PANEL POINT - 2
M 12 3.5 - 55, Sheet No. CF - 34784
BASIC LOADING
ROOF 45.0
CEILING 10.0
TOTAL 55.0
CRITERIA 7
49.87 IN
PSF
PSF
PSF I
3.50 IN
.
• L._ L
DESIGNED FOR MPI
LUMBER
TOP CHORD
BOT CHORD
WEB •
PANEL LENGTHS
DEPTH OF
TRUSS OA 5.25IN.
DIAG. SLOPES
HOR.BRG.
CUTS 3.50 IN.
SUPPORTS (S)
TOP PANEL - PT LOADS
TOP CHORD FORCES
BOTTOM CH FORCES
BOT PANEL PT LOADS
REACTIONS
STRESS ANALYSIS -
TOP CHORD
LUMBER DESCRIPTION
AVE. PANEL LENGTH
MOMENT COEF
PLF
CS! AXIAL
CSI
CSI TOTAL
MAX9CSI
ALLOW. STRESS
BOTTOM CHORD
LUMBER DESCRIPTION
AVE. 'LENGTH
MOMENT COEF
PLF
CSI AXIAL
CSI BENDING
CSI TOTAL
MAX. CS I
1.500 IN.THICK FT FB FC SPACING 24.0 IN O.C. BASIC LOADING
2X 4 NO. 1 K.D. SOUTHERN PINE 1100. 1897. 1450. STRESS INCR. 0.333 ROOF 45.0 PSF
2X 4 NO. 1 K.D. SOUTHERN PINE 1100. 1897. 1450. CEILING 10.0 PSF
2X 4 NO. 2 K.D. SOUTHERN PINE 750. 1552. 975. TOP PITCH(1) 3.5/12 TOTAL 55.0 PSF
BOT PITCHI1) 0.0 /12 CRITERIA 7
5
81.00 72.00 72.00
R L
SPANS 0- 0- 0 18- 9- 0 0- 0-
303. 573. -- 539. 269.
-2357. -1178. 0.
VERTICAL FORCES - 0. 1276 4910 -2696
DIAGONAL FORCES • 0. -11900 -1331.
L
5
0 18- S- 0
•
2262. 2262e 1131.
67. 127. 119. 60.
1031. 0. 0.
-21 2X 4 - 21 2X .4 -21 2X 4
73025 73025 72000
1/11 . 1 /11 - 1/11`
90. 90. 900
0.232 0.116 00000
0.472 0.472 0.456
0.704 0.588 0.456
1450 1450 ` 1100
-21 2X 4 -21 2X 4 -21 2X 4
74.75 74075 72.00
1/ 8 1/ 8 1/ 8
• 200 20. 20.
0.293 00293_ _ :146
0,150 0.150 0.139
0.444 0.444 0.286
SANFORD TRU:.8 SYSTEM
E =1.89 DEFLECTION = 0.049TOP 0,080BOT 0.029DIAG. 0o0C1VERT.
D EFEC -- = 0:1611 - DEFL -= 0.0879 DEFD = 0.0732 L7240 = - 0 9375 1_/360 = 066250 AT - PANEL POINT - 2
M 18 3.5 - 55, Sheet No. CF - 34785
J- 782BCH 30JAN73
70.87 IN
3.50 IN
CT).
DESIGNED FOR MPI
LUMBER 1.500 IN.THICK FT F3 FC SPACING 24.0 IN O.C. BASIC LOADING
TOP CHORD 2X 4 NO. 1 K.D. SOUTHERN PINE 1100. 1897. 1450. STRESS INCR. 0.333 ROOF 45.0 PSF
BOT CHORD - " -- 2X 4 - NO. 1 K.D. SOUTHERN PINE 110C. 1897. 1450. CEILING - 1000 PSF - - - - -- t
WEB 2X 4 NO. 2 K.D. SOUTHERN PINE 750. :552. 975. TOP PITCH(1) 3.5/12 TOTAL 55.0 PSF.
BOT PITCH(1) 0.0/12 CRITERIA 7 .
PANEL - LENGTHS - - - 81.00 - 72.00 72.00 72:00
DEPTH OF
TRUSS OA 5.25IN.
DIAG. SLOPES -- R _ - - L - -- t R
HOR.BRG.
- CUTS 3.50 IN.
SUPPORTS (S). 5 S
SPANS 0 0• 0 24 9 0 0 0 0 24 9• 0
TOP PANEL PT LOADS
303. 5730 539. 539. 2690
TOP:CHORD FORCES -35350 -2357. 71178. -1178.
VERTICAL FORCES
DIAGONAL FORCES
O. 127. 491. 1190 -1301.
0. -1190. - 1331. 1331.
BOTTOM CH FORCES 3394. 3394. 2262. -0.
BOT PANEL PT LOADS 67. 127. 119. 119. 600
REACTIONS 1351. 0. 0. 0. 1361.
r- STRESS '
)� TOP CHORD
LUMBER DESCRIPTION -21 2X 4 •21 2X 4 -21 2X 4 -21 2X 4
AVE. PANEL LENGTH - -- - 73.25 - - 73.25 - - - - 72.00 - - 72.00 -'-
MOMENT COEF 1 /11 1 /11 1 /11 1/ 9
PLF 90. 900 . 900 90. •
CSI AXIAL 0.348 - 06232 0.116 `
CSI BENDING 0.472 0.472 0.456 0.557
CSI TOTAL 0.820 0.704 0.572 0.673
MAX,C5I
ALLOW. STRESS 1450 1450 1450 1450
BOTTOM CHORD
LUMBER DESCRIPTION - - 21 2X - 4 - 21 - 2X 4 -21 2X 2X 4
AVE. PANEL LENGTH 74.75 74.75 72.00. 72.00
MOMENT COEF 1/ 8 1/ 8 1/'8 1/ 8
200 200 - -- -- 20.
CSI AXIAL 0.440 0.440 0.293 0.000
CSI BENDING 0.150 0.150 0.139 0.139
- CS - I TOTAL 0.591 0.591 - - 0.433 - 00139 --
MAX,CSI *'
SANFORD TRUSB SYSTEM K(stub)- 24- 3.5 -55, Sheet No. CF -34786
J- 782CCH 01FEB73
E - 1.89 - DEFLECTION -- = 00093TOP - 0.113307 - - 00028DIA0. - 0.006VE:RTo - - - -- - - --
DEFEC = 0.2420 DEFL = 0.1320 DEFD = 0.1100 L/240 = 1.2375 L/360 = 0.8250 AT PANEL POINT 3
49.87 IN
• i
iDESIGNEO FOR MPI
VERTICAL FORCES O. 127. 491. 708o -6640 •'1594.
DIAGONAL FORCES • 00 -1190. -13310 1990 21)3.
BOTTOM CH FORCES 4384. 4384o 3252. 1954. • -00
1 BOT PANEL PT LOADS 67. 127, ' 119. • 117. 112. 55.
LUMBER 1.500
TOP CHORD 2X
BOT CHORD
WEB 2X
PANEL LENGTHS
DEPTH OF
TRUSS OA 5.25IN.
OIAG. SL6PES _
HOR.BRG.
CUTS 3.50 IN.
SUPPORTS 1S? 5
• SPANS 0- 0- 0 30- 0-
TOP PANEL PT LOADS 303. 573. 539. 528o 506o 247.
TOP CHORD FORCES -4566. -3388. -22090 -22090 - 2C3ti.
REACTIONS
IN.THICK
4 NO. 1
4 NO. 1
4 NO. 2
1649.
R - -L
K.D. SOUTHERN PINE
KoD. SOUTHERN PINE
K.0. SOUTHERN PINE
81.00 72.00 72.00 69.00 66.00
0
0.
0- 0- 0 30- 0- 3
0.
SANFORD TRUSB SYSTEM
FT F8
1100o 1937.
1100. 13• ;7.
750. 15120
0. Oo 1649.
STRESS'ANALYSIS -
TOP CHORD
LUMBER DESCRIPTION -21 2X 4 -21 2X 4 -21 2X 4 -21 2X 4 -21 2)( 4
AVE. PANEL LENGTH` 73.25 73.25 - 72.00 67050 67.50
MOMENT COEF
PLF
-- CSI - AXIAL "
CSI BENDING
CSI TOTAL
-` - MAX.CSI -_.._.
ALLOW. STRESS
BOTTOM CHORD
LUMBER - DESCRIPTION -21 - 2X 4 -21 2X 4 - 2X - 4-•21 '2X 4
AVE. PANEL LENGTH 74.75 74.75 72.00 70050 6750
MOMENT COEF 1/ 8 1/ 8 1/ 8 1/ 8 1' 8
PLF 20. 20o 200 20o - Co
CSI AXIAL 0.569 0.569 0.422 0.253 0.300
CSI BENDING 0.150 • 0.150 0.139 0.133 0.'22
CSI TOTAL 0. 719 - 0:719 -- 0.561 - . 0.387 0.122
• MAX,C51 a
1 /11 1 /11 1 /11 1/10 1/10
90. 90. 90. 90. 90.
0.450 00333 - `0 " 0.217 00200
0.472 0.472 0.456 00441 Oo441
0.922 0.806 0.674 0.658 0.'.141
- _ _ ____
1450 ' 1450 1450 1450 1450
t = 1.89 - DEFLECTION = Oor75TOP - 0.18780T "0.031DIAG. - 0.008Va.RTo
DEFEC = 0.4037 DEFL = 0.2202 DEFD = 0.1835 L/240 = 1.5000 L!360 = 1.0000
FC SPACING 24.0 IN 0.C.
1450. STRESS INCR. 0.333
1450o
975. TOP PITCH(1)
BOT PITCH(1) 0.0/12
J- 7820CH 30JAN73
3.5/12
AT PANEL POINT 3
K(stub) 30 3.5 - 55, Sheet No. CF - 34787
BASIC LOADING
ROOF 45.0
CEILING 10.0
TOTAL 55.0
CRITERIA 7
PSF
PSF
PSF
31.49 IN
3.50
SANFORD TRUS3 SYSTEM
) DESIGNED FOR MP! J•782ECH 31JAN73
i LUMBER 1.500 /NoTHICK .
FT FB FC SPACING 24.0 IN O.C.
TOP CHORD 2X 6 NO. 1 K.D. SOUTHERN PINE 1100:. 18970 14500 STRESS INCR. 0.333
r- CHORD 2X 4 - NO. 1 KoDo SOUTHERN PINE 1100. :897. 1450.
•
. 1 WEB . 2X 4 NO. 2 KoDo SOUTHERN PINE 750. 1552. 975. TOP PITCH(1) 3.5/12
. BOT PITCH(1) 0.0/12
PANEL 81.00 72.00 72.00 72.00 72.00 69.00
DEPTH OF
TRUSS OA 5025IN.
--DIAGo SLOPES------------
HOR.BRG.
CUTS 3.50 IN.
SUPPORTS
SPANS 0- 0- 0
TOP PANEL PT LOADS
TOP CHORD FORCES
- - L
36• 6- 0 0- 0- 0 • 36• 6" 0
303. 573o 539. 5390 539, 5280 2580
-5843. -4665. -.34860 -3486. • -5221.
VERTICAL FORCES O. 127. 491. 1412O 329, 117. 0.
DIAGONAL FORCES 0. -1190. •1331. -1122. 0.
•
BOTTOM CH FORCES
BOT PANEL PT LOADS
5609. 5609. 4478. 43010 4939. 49390
670 127. 119, 119. 119. 1170 570
REACTIONS 2007. O. Oa 0. 0., Oo 2007.
STRESS ANALYSIS- -
TOO CHORD -
LUMBER DESCRIPTION
PANEL LENGTH
MOMENT COEF
•
PLF
CSI•AXIAL 0 5
CS/ BENDING .1
CS/ TOTAL.
MAX,CSI• • -
ALLOW. STRESS
BOTTOM CHORD
LUMBER DESCRIPTION
AVE. PANEL LENGTH
MOMENT COEF
PLF
CS! AXIAL
CSI BENDING
CSI-TOTAL
MAX.CSI
-21 2X 6-21 2X 6-21 2X 6-21 2X 6-21 2X 6-21 2X 6
-69.67 72.00 72.00 72.00- 12000 69.67
1/11 1/11 1/11 1/11 1/11 1/11
90. 90. 900 900 900 90.
(60% 0,366 0,292 0.218 0.218 0.230 -0.327
AB 0.173 0.184 0.184 00184 '1.184 0.173
0.539 00477 0.403 00403 0.1465 0.500
• * -
1450 1450 1450 1450 1450 1450
5
•21 2X 4-21 2X 4-21 2X-4-21 2X 4-21 iX 4-21 2X- 4
74.75 74.75 72.00 72.00 72a00 68075
1/ 8 1/ 8 .1/ 8 1/ 8 1/ 3 1/ 3
20, 20.- 20. 20. - 20. 20.
0.728 0.728 0.581 0.558 00641. 0.641
0.150 0.150 0.13V 0.139 0.139 0.127
.0,1879 0.879-0.721 0.698 0.781 -00768
Anctd
K-36-3.5-55 Sheet No. CF-34788
1
".
(- _-_1- Y
P' )
BASIC LOADING
ROOF 45..0 PSF
CEILING 10.0 PSF -
TOTAL 55.0 PSF
CRITERIA 7
8.74 IN
3.50 IN
`.•
.-----E-011,89-DEFLECTION = 0.241TOP . 0.352BOT •0.001DIAGo 0.01:\ERT.
DEFEC = 0.6038 DEFL = 0.3293 DEFD = 0.2744 L/240 = 1.8250 1/360 = 1.2166 AT PANEL POINT 4
F-- SANFORD TRU:.P. SYSTEM
_r>I DESIGNED FOR MPI
LUMBER 1.500 IN.THICK FT F5 FC SPACING 24.0 IN 0.C. BASIC LOADING
TOP CHORD 2X 4 NO. 1 K.D. SOUTHERN PINE 1100 1650. 1450. STRESS INCR. 0.333 ROOF 45.0 PSF
BOT_CHORD 2X_ -4 _NQ. SOUTHERN PINE - 1100."1650.1450. CEILING_ 10.0 PSF
WEB 2X 4 NO. 2 K.D. SOUTHERN PINE 750. 1350. 975. TCP PITCH(1) 3.5/12 TOTAL 55.0 PSF
PANEL LENGTHS_
DEPTH OF
TRUSS OA' 5.25IN.
D ?AG. SLOPES
HOR.RRG.
CUTS 3.50 IN.
SUPPORTS (5) 5 S
SPANS 0- 0- 0 17- 9- 0 0- 0- 0 1r- 9- 0
TOP PANEL PT LOADS
TOP CHORD FORCES
VERTICAL FORCES
DIAGONAL FORCES
BOTTOM CH FORCES
ROT PANEL PT LOADS
REACTIONS
MAX.CSI #
281. 539. 517. 258.
-2258. -1129. -0.
0. 119. 458. -258..
0. -1137. -1269.
' 2168. 2168. 1084.
62. 119. 114. 57.
976. 0. 0. 976.
STRESS ANALYSIS -
TOP CHORD -
LUMBER DESCRIPTION 21 2X 4 21 2X 4 21 2X 4
AVE. PANEL LENGTH 68.75 69.00 69.00
MOMENT COEF 1 /11 1 /11 1 /11
PLF 90. 90. 90.
CS! AXIAL • 0.222 0.111 0.000
CSI BENDING 0.478 0.481 0.481
CSI TOTAL 0.701 0.593 0,481
MAX.CSI - #
ALLOW. STRESS 1450 1450 1450
BOTTOM CHORD
LUMBER DESCRIPTION 21.2X 4 21 2X 4 21 2X 4
AVE. PANEL LENGTH 70.25 70.25 69.00
mON'ENT COEF 1/ 8 1/ 8 1/ 8
PLF 20. 200 ' 20._
CSI AXIAL 0.281 0.281 0.140
CSI BENDING 0.152 0.152 C.147
CSI TOTAL 0.434 0.434 0.288
E =1.89 DEFLECTION = 0.044TOP . 0.073BOT 0.026DIAG. 0o001v'ERT.'
J- 782CCH
DEFEC = 0.1465 DEFL = 0.0799 DEFD = 0.0656 L/240 = 0.8875 -/360 = 0.5916 AT PANEL POINT
M 17 3.5 - 55, Sheet No. CF 34789
30JAN73
BOT PITCH(1) 0.0/12 CRITERIA 7
67.37 IN
3.50 IN
PANEL LENGTHS __ _78.00 75.00_ - 75.00._ 36.00
DEPTH OF
TRUSS OA 5.25IN.
DIAG. SLOPES R L
HOR.BRG.
CUTS 3.50 IN.
SUPPORTS' (S)
SANFORD T.2UE.9 SY5 i EV
DESIGNED FOR MPI J- 728DCH
LUMBER 1.500 IN.THICK FT . FR FC SPACING 24.0 IN 0.C.
TOP .CHORD 2X 4 NO. 1 K.D. SOUTHERN PINE 1100. 1650. 1450. STRESS INCR. 0.333
BOT_CHORD ________ 2X_ 4__ NO. 1. K.C. SOUTHERN PINE _ 1100. :650. 1450. . _ . _ . __ .....
WEB 2X 4 NO. 2 K.D. SOUTHERN PINE 750. 1350. 975. TOP PITCH(1) 3.5/12
BOT PITCH(1) 0.0/12
SPANS 0• 0- 0 22- 0• 0
VERTICAL FORCES
BOTTOM CH FORCES
POT PANEL PT LOADS
REACTIONS
R
0- 0- 0 22- C- 0
TOP PANEL PT LOADS 292. 573. • 562. 416. 13
TOP CHORD FORCES -3044. -1816. -589. -589.
127. 482. -86. - 1175.
DIAGONAL FORCES • 0. -1231. -1371. 1046o
- 2922. 2922. 1744. -0.
6.5. 127. 124. 92. 3G61
1209. 0. 0. 0. 1205.
STRESS ANALYSIS -
TOP CHORD - - --
LU. "BER DESCRIPTION 21 2X 4 21 2X 4 21 2X 4 21 2X 4
AVE. PANEL LENGTH 73.25 75.00 75.00 36.00
MOMENT COEF 1/11 1 /11 1 /11 1/
PLF 90. 90. 90. 90.
CSI AXIAL 0.300 0.1 06058 0.058
CSI BENDING 06543 0.569 0.569 0.160
CSI TOTAL 0.843 0.748 0.627 0.218
MAX.CSI
ALLOW. STRESS 1450 1450 1450 1450
BOTTOM CHORD
LUMBER DESCRIPTION _ _212X 4 21 _ 2X4 212X 4 21 2X 4 _ -
AVE. PANEL LENGTH 74.75 75.00 75.00 67.50
MOMENT COEF 1/ 8 1/ 8 1/ 8 1/ 8
PLF -- Z0. -- _206 _ 20. 20.
CSI AXIAL 0.379 0.379 0.226 0.000
CSI BENDING 0,172 0,173 0,173 0.140
CSI TOTAL 0.552 0.553 0.400 0.140
MAX,CSI #
Shuct No. CF - 34790
30JA+.73
E =1.89 DEFLECTION = 0.060TOP 0.08380T 0.025DIAG. 0.007VERT.
DEFEC = 0.1764 DEFL = 0.0962 DEFD = 0.0801 L/240 = 1.1000 L/360 = 0.7333 AT PANEL POINT 3
BASIC LOADING
ROOF 45.0 PSF
CEILING 10.0_PSr______
TOTAL 55.0 PSF 1
CRITERIA 7
61.24 IN
3.50 IN
J
r
L L
DESIGNED FOR MPI
LUMBER .._. - 1.500
TOP CHORD 2X
BOT_ CHORD___ 2X
WEB 2X
PANEL LENGTHS
DEPTH OF
TRUSS OA 5.25IN.
DIAG. SLOPES
HOR.BRG,
CUTS 3.50 IN.
SUPPORTS (5) S
SPANS 0- 0- 0
TOP
TOP CHORD FORCES
IN.THICK
6 NO.
4 NO.
4 NO.
78.00 75.00 75.00 87.00
R L
26• 3- 0
1 K.D. SOUTHERN PINE
1 K.D. SOUTHERN PINE__
2 K.D. SOUTHERN PINE
SANFORD TR153 SYSTEM
L R
FT FS
110C. 1650.
110..o 1650.
750. 1350.
$
0- O- 0 LO- 3'- 0
292. '573. - - - 562." - 6070 326o
-3879. -2651. -1424. -1424.
VERTICAL FORCES 0. 127'o 482. 189. -1371,
DIAGONAL FORCES 0. -1231. -1371. 1512.
BOTTOM CHFOR - 3724: 3724. 2545. -0.
BOT PANEL PT LOADS 65. 127. 124. 134. 72.
REACTIONS 1443. . - 0. . Os - Os 1443.
STRESS ANALYSIS -
TQP CHORD _ --
LUMBER DESCRIPTION
AVE. PANEL LENGTH
MOMENT COEF
PLF
CSI AXIAL
CSI BENDING -
CSI TOTAL
MAX.CSI
ALLOW, STRESS
BOTTOM CHORD
LUMBER DESCRIPTION
AVEo PANEL LENGTH
MOMENT COEF
PLF
CSI AXIAL
CS! BENDING
CSI TOTAL
MAX +CSI
21 2X 6 21 2X 6 21 2X 6 21 2X 6
69.67 75.00 75.00 87.00
1 /11 1 /11 1 /11 1/ 9
90. 900 90o 90o
0.243 00166 0.089 0.089
0.199' 0.230 00230 00379
0.442 0.396 0.319 0.468
1450 1450 1450 1450
21. 2X 4
74.75
1/ 8
20.
0.483
0.172
0.656
•
21 2X 4
75.60
1/ 8
200
0.483
0.173
0.657
21 2X 4 21 2X 4
31.00 81.00
1/ 8 1/ 8
20o 200
0.330 0.000
00202 04202
0.533 0.202
FC SPACING 24.0 IN O.C.
1450. STRESS INCR. 0.333
1450. _
975. TOP PITCH(1) 3.5/12
BOT PITCH(1) 0.0/12
J -728 CH 31JAN73
E =1889 DEFLECTION = 0.071TOP 0.134BOT 0.032DIAGo 0.00EVERT.
DEFEC - = 0.2458 DEFL - = 0.1341 'DEFD = 001117 L/240_`1 .3125 L/360 = 0.8750 AT PANEL 3�
K(stub)- 26- 3.5 -55, Shciet No. CF -34791
BASIC LOADING
ROOF 45.0 PSF
CEILING 10.0 PSF
TOTAL 55.0 PSF
CRITERIA 7
46.37 IN
3.50 IN
U
DESIGNED FOR MPI
LUMBER 1.500 IN.THICK
TOP CHORD 2X 4 NO.
BOT CHORD 2X 4 NO.
WEB_. 2X__ 4 _ NO.
PANEL LENGTHS
DEPTH. OF _ -.
TRUSS OA 5.25IN.
DIAGo SLOPES
HOR.BRG.__
CUTS 3.50 IN.
SUPPORTS (S)
SPANS
TOP PANEL PT LOADS
TOP CHORD FORCES
VERTICAL FORCES
DIAGONAL FORCES
AVE. PANEL LENGTH
MO"ENT COEF
PLF
CSI AXIAL
CSI BE NDI..NG
CS! TOTAL
MAX,CSI
___ALLOW. STRESS_
BOTTOM CHORD
LUMBER DESCRIPTION
AVE. PAN E L_L.EN.GIH_._
MOMENT COEF
PLF
CSI _AXIAL
CSI BENDING
CSI TOTAL
MAX.C$I
S
REACTIONS _ _ _1677.
1 K.D.
1 K.D.
2 K.D.
SOUTHERN
SOUTHERN
SOUTHERN
SANFORD TRUSI3 SYSTEM
PINE
PINE
PINE_
FT
1100:
1100.
750.,
78.00 75.00 75.00 69.00 69.00
R
30- 6-
- L
L
0 0 0
R
292. 573. 562. 5390 51'. 258.
-4714. -3486. -2258. -2258. -2109.
0. 1270 .4820 724. - 655. -1619.
0. - 1231. - 1371. 172. 2166.
BOTTOM CH FORCES _ __ 4525. 4525._ . 3347. 2025.
ROT PANEL PT LOADS 65. • 127. 124. 119. 114.
-0. -0.
5
30- c'- 0
.1 0
STRESS.ANALYSIS
-
TOP CHORD
LUMBER DESCRIPTION 21 2X 4 21 2X 4 21 2X 4 21 2X 4 21 2X 4
73.25 75.00 75.00 69.00 69.00
1 /11 1/11 1/11 1/10 1 /10
90. 90. 90. 90. 90.
0.464 0.343 0.222 0.222 0.207
0.543 0.569_0.569 0.0530 _ 0.53Q
1.007 0.912 0.791 00752 0.738
1450 14501450___ _ _1450 1450__
21 2X 4 21 2X 4 21 2X 4 21 2X 4 21 2X 4
_14.75 75.00 75 . 00 . 0 72400_ - . 69.00
1/ 8 1/ 8 1/ 8 1/ 8 1/ 8
20o 20. 20. 20. 200
0.587 '0.434 0.000
0.172 0.173 0.173 0.160 0.147
0.760 0.761 0.608 0.423 0.147
F3 FC SPACING 24.0 IN Q.C.
1650. 1450. STRESS !NCR. 0.333
1650. 1450.
1350. 975. TOP PITCH(1) __3.5/12
HOT PITCH(1) 0.0/12
-O.
57.
1677..
K(stub)- 30- 3.5 -55, Sheet No. CF -34792
J- 782FCN 01FE 873
E =1.89 DEFLECTION = 0.182TOP 0.197B0T 0.034DIAG. 0.0C9VERT.
DEEEC = ,428 DEFL = 0.2306 DEFD = 0.1922 L /240 = 1.5250 = 140 _1�6 AT PANEL POINT 3
BASIC LOADING
ROOF 45.0 PSF
CEILING 10.0 PSF
TOTAL
CRITERIA 7
31.49 IN
J
•
DESIGNED FOR MPI
___ LUMBER _ _ 1•500
TOP CHORD 2X 6
BOT CHORD 2X 4
.1E8 2X 4
PANEL LENGTHS
DEPTH OF___ ._ _
TRUSS OA 5.251N.
DIAG. SLOPES
HOR.BRG.
CUTS 3.50 IN.
SUPPORTS (S)
VERTICAL FORCES
DIAGONAL FORCES
STRESS ANALYSIS -
TOP CHORD__
MAX.CSI
___ ALLOW. STRESS_
BOTTOM CHORD
MOMENT COEF
PLF
CSI AXIAL
CSI BENDING
CSI TOTAL
MAX.CSI
5
IN.THICK
NO. 1 KoDo SOUTHERN PINE 110CP 16500 1450.
NO. 1 K.C. SOUTHERN PINE UGC, 1650. 1450.
NO. 2 K.O. SOUTHERN _P.I NE ._ _ . -75C . 1350. 975. _TOP .P I TCH(1J .
BOT PITCH(1)
78.00 75.00 75.00 60.00 60.00 66.00
R
SPANS 0- 0• 0 34•
REACT IONS._ ______1897.•
L
TOP PANEL PT LOADS 2.92, 573.
TOP CHORD FORCES -5500.
• LUMBER DESCRIPTION 21 2X 6 21 2X 6
AVE. PANEL LENGTH 69.67 75.00
MOMENT COEF__ 1/11___ 1 /11
PLF X 1. 3�! ' 90. 90.
CSI AXIAL 4 115 0.344 0.267
C51 BENDING X0•• 0.1990.230
CSI TOTAL ° - - 600..5543 0.498
1450_ 1450
0-
L R
562. 5060 449 4720 247o
-4272. -3044. -3044. -35350 -34810
0. 127. 482. 1198. . 12. - 515. -1842.
0. -1231. -1371. - -608. 59. 3398.
BOTTOM CH___FORCES_ _ 5279. 527.9.. __4101. _ .3394. 3341+ -0.
BOT PANEL PT LOADS 65. 127, 124o 112. S9. 104. 550
0. 0. Oo
. SANFORD TRL.ifi SYSTEM
21 2X 6 21 2X 6
75.00 60.00
__ .. _-1 /11 __-_ 1/11
90. 90.
0.190 0.190
_ 0.2 0..147
0.421 - 0.338
FT FB FC
R
6 0
R
5
0. -- - -_ 1897
_1450 _ 1450 1
SPACING 24.0 IN 0.C.
STRESS INCR. 0.333
21 2X 6 21 2X 6 ��
• > >000 63.00
1/11_ ___ 1/11 _ r C 4ti ).
so 0 .90. ; �k-h 0 z ' 1°5 U . .
0.221 0.218 )�
0.162____ 0._16.2 -4 ' _4L
0.384 0.381
E =1.89 DEFLECTION = 0.178T0P 0.224807 0.033DIAG. 0.C11VERT.
DEFEC = 0.4472 DEFL =_0.2439_DEFD = 0.2032 L/240 = 1.725C L /360 =1.1500 AT PANEL POINT 4
K(stub) 34 3.5 - 55, Sheet No. CF - 34793
J- 782GCH 01FE673
3.5/12.
0.0/12
BASIC LOADING
ROOF 45.0
CEILING 10.0
TOTAL 55 +0
CRITERIA 7
LUMBER DESCRIPTION 21 2X 4 21 2X 4 21 2X.4 21 2X 4 21 2X 4 21 2X 4
AVE. PANEL LENGTH • 74.75_ 75.00_ _75.00 67.50 53.0063.00__
1/ 8 1/ 8 1/ 8 1/ 8 1/ 8 1/ 8
206 20. 20. 20. 20. 20
0.685 0.685 0.532 0.440 0.434 0.000
0.172 0.173 • 0.173 0.140 0.122 00122
0.858 0,859 00706 0.581 03556 0.122
*
PSF
PSF
PSF--
17.49 IN
3.50 IN
J
413 vewfr
Owner's Name and Address .........KAI
Name and address of licensed contractor
Location and legal description of lot to be built on:
Lot Block
Street and Number where work is to be done
State work to be done and purpose of building (by
floors)
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build -
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Registered Architect and /or Engineer _
?3 r (i.'.•
Subdivision
Itv a,t•tt,.-,-
% C _
Date. o . ' - . a ` .,19
No ............. Street Z S'
°!
6
and for no other purpose.
New Building Remodeling Addition Repairs No. of Stories.
To be constructed of Kind of foundation Roof Covering ....L:.
Estimated Total cost of improvements $ 4 ' Amount of Permit
Zone cubage required .Plan Cubage
Distance to next ne.rest building Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building All notices with reference to the building and its construction may
be sent to
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws o:; Florida, Permanent Sippleuient,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as arc required by the Act. The undersigned agrees to employ only such subcontractors, on •■ork to be performed under this
permit, as are licensed by Miami Shores Village.
Remarks
STATE OF FLORIDA,
COUNTY OF DADE. j ss.
Bcfore me, the undersigned authority, a notary public, duly authorized to administer oaths and take azcnowledgments, personally ap-
peared
to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the.
of the above described construction, that he has carefully l ead the foregoing application, and that he did sign the same, and that all facts
therein by hi s c are rrye.
Permit No . Date ' 1 Read, Sworn to and Subscribed before me.
Disapproved ._. -- 1e.
C�� Notary Public, State of Florida
(Signed) My Commission Expires
Building Inspe or
P ' ANNINC BOARD DATE
Chairman Member
Member Member
Member ..... Member _..._
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or change:, to his application after approval has been obtained from
the Planning hoard.
A re inspection fee of $1.00 will be charged when such re- inspection is ^.raadz ^tcasessrry by frnproper notice Ior inspection or faulty
materials and /or workmanship.