RC-16-3266 (3)�` gNortEs yi
�F('�prcR"'t"p9rA
Project Address
Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Permit No. RC-12-16-3266
Permit Type: Residential Construction
Per
" Work Classification: Addition
Permit Status: APPROVED
Parcel Number
Issue Date: 6/27/2017 1 Expiration: 12/24/2017
Applicant
1111 NE 91 Terrace 1132050010120
ANDREA &UWE KREUTER
Miami Shores, FL 33138- Block: Lot:
Owner Information Address Phone Cell
ANDREA & UWE KREUTER 1111 NE 91 Terrace
MIAMI SHORES FL 33138-
5161 COLLINS Avenue
MIAMI BEACH FL 33139-
Contractor(s) Phone Cell Phone
RAUSA BUILDERS CORP (305)554-5711 (305)970-7253
Approved: In Review
Comments:
Date Approved:: In Review
Date Denied:
Type of Construction: WASHER BATHROOM AND WASH
Front Setback:
Left Setback:
Bedrooms:
Plans Submitted: Yes
Certificate Date:
Fees Due
Amount
Bond Type - Contractors Bond
$500.00
CCF
$36.00
CO/CC Fee
$50.00
DBPR Fee
$27.00
DCA Fee
$27.00
Education Surcharge
$12.00
Permit Fee
$1,800.00
Plan Review Fee (Engineer)
$120.00
Plan Review Fee (Engineer)
$120.00
Scanning Fee
$57.00
Technology Fee
$48.00
Total:
$2,797.00
Valuation: $ 60,000.00
Total Sq Feet: 529
Occupancy: Single Family
Exterior:
Rear Setback:
Right Setback:
Bathrooms:
Certificate Status:
Additional Info: WASHER BATHROOM AND WASHE
Classification: Residential
Pay Date Pay Type Amt Paid Amt Due
Invoice # RC-12-16-62229
12/01/2016 Check* 15522 $ 50.00 $ 2,747.00
06/27/2017 Check #: 16220 $ 2,747.00 $ 0.00
Bond #: 3442
Avanaoie mspecuons:
Inspection Type:
Final PE Certification
Tie Beam Bond Beam
Window Door Attachment
Slab
Termite Letter
Framing
Insulation
Drywall Screw
Trusses Plan Submittal
Roof Sheathing
Spot Survey
Wall Sheathing
Rake Beam
Footing
Window and Door Buck
Roof Trusses
Density
Fill Cells Columns
Wire Lathe
Final Building
Declaration of Use
Review Mechanical
Review Mechanical
Review Electrical
Review Electrical
Review Planning
Review Building
Review Building
Review Building
Review Structural
Review Structural
Review Plumbing
Review Plumbing
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
une 27, 2017 1
Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Project Address
Permit No. RC-12-16-3266
Permit Type: Ptesidentiai Construction
Ple n I Work Classification. Addition
Permit Status: APPROVED
Parcel Number
Issue Date: 6127/2017 ( Expiration: 12/24/2017
Applicant
1111 NE 91 Terrace 1132050010120
ANDREA &UWE KREUTER
Miami Shores, FL 33138- Block: Lot:
Owner Information Address Phone Cell
ANDREA & UWE KREUTER 1111 NE 91 Terrace
MIAMI SHORES FL 33138-
5161 COLLINS Avenue
MIAMI BEACH FL 33139-
Contractor(s) Phone Cell Phone
RAUSA BUILDERS CORP (305)554-5711 (305)970-7253
Valuation: $ 60,000.00
Total Sq Feet: 529
Approved: In Review
Comments:
Date Approved:: In Review
Date Denied:
Type of Construction: WASHER BATHROOM AND WASH
Occupancy: Single Family
Stories:
Exterior:
Front Setback:
Rear Setback:
Left Setback:
Right Setback:
Bedrooms:
Bathrooms:
Plans Submitted: Yes
Certificate Status:
Certificate Date:
Additional Info: WASHER BATHROOM AND WASHE
Bond Return :
Classification: Residential
Fees Due
Amount
Bond Type - Contractors Bond
$500.00
CCF
$3&00
CO/CC Fee
$50.00
DBPR Fee
$27.00
DCA Fee
$27.00
Education Surcharge
$12.00
Permit Fee
$1,800.00
Plan Review Fee (Engineer)
$120.00
Plan Review Fee (Engineer)
$120.00
Scanning Fee
$57.00
Technology Fee
$48.00
Total:
$2,797.00
Pay Date Pay Type Amt Paid Amt Due
Invoice # RC-12-16-62229
12/01/2016 Check #: 15522 $ 50.00 $ 2,747.00
06/27/2017 Check #: 16220 $ 2,747.00 $ 0.00
Bond #: 3442
required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
Avauaoie inspections:
Inspection Type:
Final PE Certification
Tie Beam Bond Beam
Window Door Attachment
Slab
Termite Letter
Framing
Insulation
Drywall Screw
Trusses Plan Submittal
Roof Sheathing
Spot Survey
Wall Sheathing
Window and Door Buck
Roof Trusses
Fill Cells Columns
Wire Lathe
Final Building
Declaration of Use
Review Mechanical
Review Mechanical
Review Electrical
Review Electrical
Review Planning
Review Building
Review
Structural
Structural
Plumbing
Plumbing
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
�` ggortFs `,
Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Permit NO. RC-12-16-3266
Permit Type: Residential Construction
erlI I ' Work Classification: Addition
Permit Status: APPROVED
issue Date: 6/27/2017 1 Expiration: 12/24/2017
ProjectAddress Parcel Number Applicant
1111 NE 91 Terrace 1132050010120
ANDREA & UWE KREUTER
Miami Shores, FL 33138- Block: Lot:
Owner Information Address Phone Cell
ANDREA & UWE KREUTER 1111 NE 91 Terrace
MIAMI SHORES FL 33138-
5161 COLLINS Avenue
MIAMI BEACH FL 33139-
Contractor(s) Phone Cell Phone
RAUSA BUILDERS CORP (305)554-5711 (305)970-7253
Valuation: $ 60,000.00
Total Sq Feet: 529
Approved: In Review
Comments:
Date Approved:: In Review
Date Denied:
Type of Construction: WASHER BATHROOM AND WASH
Occupancy: Single Family
Stories:
Exterior:
Front Setback:
Rear Setback:
Left Setback:
Right Setback:
Bedrooms:
Bathrooms:
Plans Submitted: Yes
Certificate Status:
Certificate Date:
Additional Info: WASHER BATHROOM AND WASHE
Bond Return :
Classification: Residential
Fees Due
Amount
Bond Type - Contractors Bond
$500.00
CCF
$36.00
CO/CC Fee
$50.00
DBPR Fee
$27.00
DCA Fee
$27.00
Education Surcharge
$12.00
Permit Fee
$1,800.00
Plan Review Fee (Engineer)
$120.00
Plan Review Fee (Engineer)
$120.00
Scanning Fee
$57.00
Technology Fee
$48.00
Total:
$2,797.00
Pay Date Pay Type Amt Paid Amt Due
Invoice # RC-12-16-62229
12/01/2016 Check#: 15522 $ 50.00 $ 2,747.00
06/27/2017 Check #: 16220 $ 2,747.00 $ 0.00
Bond #: 3442
Avauame
Inspection Type:
Final PE Certification
Tie Beam Bond Beam
Window Door Attachment
ITermite Letter
Insulation
Drywall Screw
Trusses Plan Submittal
Roof Sheathing
Spot Survey
Wall Sheathing
Rake Beam
Footing
Window and Door Buck
Roof Trusses
Density
Fill Cells Columns
Wire Lathe
Final Building
Declaration of Use
Review Mechanical
Review Mechanical
Review Electrical
Review Electrical
Review Planning
Review Building
Review Building
Review Structural
Review Structural
Review Plumbing
Review Plumbing
construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. June 27, 2017
Authorized Signature: Owner
June 27, 2017
lac ()-)C�*kl
-��co/�6iZtcgq4q
OW,on
0612-'D-o 1-1 010
�o,�
BUILDING
PERMIT APPLICATION
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
BUILDING ❑ ELECTRIC ❑ ROOFING
1r
DEC 0 1 2016
5�
FBC 20��1
Master Permit No. R C I Ch - 3 ZCo CD
Sub Permit No.
❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: w i tie cu Ieffw
City: Miami Shores County: /� Miami Dade Zip:
{" 1 Folio/Parcel#: - 32 a 5 • 00 1 - 012a the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder):Phone#:
Address: k I I I A) 1c` 9 l T� �
City: �,•.�•.� > State: Zip: 331 Sy
Tenant/Lessee Name: Phone#:
Email
CONTRACTOR: Company Name:ylln�0S"--,��\l W2� Phone#: U S " 55 'S7 c
Address: < L
City: �j State: �� Zip: Qualifier Name: \ Sc4jx � t:jV\G�-_L Phone#: � I
State Certification or Registration #: O c- 3 25 Certificate of Competency #:
DESIGNER: Architect/Engineer:
Address:_ /10 5
Z�1�2
hone#:
State: Zip:
Value of Work for this Permit: $ t�G�� L' Square/Linear Footage of Work:
Type of Work: ® Addition ❑ Alteration ❑ New f I--] Repair/Replace ❑ Demolition
Description of Work: \A KX42r_c{�C i J� o •�. % V,A^-Vj '7 "m �,¢"W 1 t/9y
Specify color of color thru tile:,
Submittal Fee $ �� - C� Permit Fee $ i 1 UD CCF $ !>G • Oo CO/CC $
Scanning Fee $ W Radon Fee $ Z=? - cO DBPR $ z� 0� Notary $
Technology Fee $ `4 8 ` 0o Training/Education Fee $ I CA3 Double Fee $ �
Structural Reviews $ %W • Cl�) IZO. M
Bond $ �yC10 Op
TOTAL FEE NOW DUE $ 2 T �1
(Revised02/24/2014)
It
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not b pprov and a reinspI
e will be charged.
Signature Signature
OWNER or AGENT CONTRA
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day of 20 by _ day of 20 by
�� who personally known to i'L4 who i onall r to
me or who ha roduced —1� `7 3 6 —a obi �6? �� '�me or who has produced as
identification and who did take an oath. / identification and who did take an oath.
NOTARY PUBLIC: / NOTARY PUBLIC:
Sign:
Print:
Seal:
APPROVED BY
MARTA HERNANDEZ
MY COMMISSION # GG005090
EXPIRES July 02, 2020
Sign:
Print:� /�yl A/ 4/Vrvi
Seal:
***********************
Plans Examiner
MARTA HERNANDEZ
MY COMMISSIOEXPIRES *N # OGOOS090
X4UIX
Zoning
/VL-9 1 Structural Review Clerk
(Revised02/24/2014)
ipSTATE OF FLORIDA
15EPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD
2601 BLAIR STONE ROAD
TALLAHASSEE FL 32399-0783
HERNANDEZ, NELSON
RAUSA BUILDERS CORP.
7111 SW 42 STREET
MIAMI FL 33155
Congratulationsl With this license you become one of the nearly
one million Floridians licensed by the Department of Business and
Professional Regulation. Our professionals and businesses range
from architects to yacht brokers, from boxers to barbeque
restaurants, and they keep Florida's economy strong.
Every day we work to improve the way we do business in order
to serve you better. For information about our services, please
I onto www.myfloridalicense.com. There you can find more
information about our divisions and the regulations that impact
you, subscribe to department newsletters and learn more about
the Department's initiatives.
Our mission at the Department is: License Efficiently, Regulate
Fairly. We constantly strive to serve you better so that you can
serve your customers. Thank you for doing business in Florida,
and congratulations on your new license!
RICK SCOTT, GOVERNOF
(850) 487-1395
STATE OF FLORIDA,
DEPARTMENT OF BUSINESS AND
�•• PROF ESSIONAL.REGl1LATION
C CCCf132.9860" 1I4SUED:' �07%fi 8/2016
,CERTIFIED ROOFING CONTf2ACTORZ
rJ HEANANOEZ,t NELSON • "� - -
,',,�RAUS 6LIIL'DERS_CORP, "
1
!-IS_CE IIED�et`�ihe-provisl_on�,of Ch.4e9 FS."
!,rE�'inaa+i�iM'rAU�3t;�ta*�^" f . - -L'16071E00006Si
t�
.DETACH HERE
KEN LAWSON, SECRETARY
STATE OF. FLORIDA ,.
DEPARTMENT OF:BUSINESS AND PROFESSIONAL•REGULATION
CONSTRUCTION; INDUSTRY LICENSING -BOARD `
f'CCC1329860.�4,�
Tfie'ROOFING•CONTRACTOR
t Named be16w is CERTIFIED-
-Uriderthe, prVvisions of•Chapte'r 489 FS.. -
`,Expiration.date:rAUG-31;.2018 �' �{ ` t r �;, 4 ` �,' *�;NN : � ``'•°",'`r N
IN INS
�ERNi4fJDEZ, NELSON
RAUSABUI : L'DERS-CORP_-f
711'1,SW 42;ST.REET ~"
`_I IANI1 =' , FL' 33155
ISSUED: 07118/2016 DISPLAY AS REQUIRED BY LAW SEQ # L1607180000688
The Department of Management Services' Office of Supplier Diversity "serves those who serve Florida."
;office of supplier The Office of Supplier Diversity provides resources designed to improve business and economic opportunities for Florida's
.�' DIV[ RSITY
�.- •• woman-, veteran- and minority -owned businesses. Learn more about becoming a certified business enterprise at
dms,MX nrldmcom/osd or call 850487-0915.
F,,,,r, To find out about State of Florida tools supporting statewide centralized procurement activities which have streamlined
IV Z �'-00 interactions between vendors and state government entities, please contact or visit the Department of Management Services'
M FlorideMarketPlace at: httns-IAendormvAnridamarki2lare.eom
AC# 01545852
SIGNATURE
(For the protection of our professional license holders, this license contains hidden security features to prevent counterfeiting. Unauthorized
reproduction Is strictly prohibited and will be prosecuted to the fullest extent of the law)
The Department of Business and Professional Regulation (DBPR), issues licenses for many licensed businesses and practitioners in the State of
Florida.
DBPR is changing the way you interact with state government. Many of DBPR's services are available online at www.MyEloriOnLicense.com.
We encourage you to utilize these services to make address changes, licensing changes or to renew your license.
Name changes require legal documentation verifying the name change, which mast be mailed to the DBPR. An original, a certified copy or a
duplicate copy of an original or certified copy of a document that shows the legal name change will be accepted, unless the DBPR has a
question about the authenticity of the document.
If applicable, the DBPR will send a renewal notice to your last known address or email address of record. If you have not received your
renewal notice, please call our Customer Contact Center at 850.487.1395 or online at www.MyF)oridaLiccnse.com/contactps.
Please refer to your profession's governing statutes and Administrative codes for further information regarding renewals. These may be
accessed from our website.
AC# 01545852
t STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395
�,�•�` 2601 BLAIR STONE ROAD
TALLAHASSEE FL 32399-0783
HERNANDEZ, NELSON
RAUSA BUILDERS CORP.
7111 SW 42 STREET
MIAMI FL 33155
Congratulationsl With this license you become one of the nearly
one million Floridians licensed by the Department of Business and
Professional Regulation. Our professionals and businesses range
from architects to yacht brokers, from boxers to barbeque
restaurants, and they keep Florida's economy strong.
Every day we work to improve the way we do business in order
to serve you better. For Information about our services, please
log onto www.myfloridalleense.com. There you can find more
information about our divisions and the regulations that impact
you, subscribe to department newsletters and learn more about
the Department's initiatives.
Our mission at the Department is: License Efficiently, Regulate
Fairly. We constantly strive to serve you better so that you can
serve your customers. Thank you for doing business in Florida,
and congratulations on your new licensel
STATE OF. FLORIDA ,
DEPARTMENT'OF BUSINESS AND
PROFESSIONAL,REGULATION
CGC 1510038. ISSUED: 07/18/2016
CERTIFIE1 GENtRAL CbNT'RACTOR-
V HERNANDEZ,�NELSON I
�RAUSA BUILBERS,,CO,9P
CIS GER?fF1ED>urnder tba pYCvislons i7 bi Aeg FS.
�Ezpke'IonQets�AUG�1r201a_- f � �r�� ,,,,.LtE071s00�0781_ ��
DETACH -HERE-
RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY ^�
STATE OF F_LORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION' ,, I
CONSTRUCTION,, INDUSTRY LICENSING BOARD
The GENERAL CONTRACTOR'
Named below.IS'CERTIFIED
Under the provisions-of,Chapter 4A9 FS.
Ezpiratio'n-date: AUG`31; 2018
.- or,
t
HERNANDEZ, NELSON-%".r
fRAUSA" BUILDERS,GORP,.
-7'111�SVV 42 STREET -VR=
MIIAMI-' FL33155.,.
y
f � �'4�'�'.� _ �" "'��`! �'``�`'. '�.,,~ mow+•
�� ..
AL
ISSUED: 07/18/2016 DISPLAY AS REQUIRFn Rv i AW ---
The Department of Management Services' Office of Supplier Diversity "serves those who serve Florida."
Office of supplier The Office of Supplier Diversity provides resources designed to improve business and economic opportunities for Florida's
D1VrRSl rl
«-. woman-, veteran- and minority -owned businesses. Learn more about becoming a certified business enterprise at
dms.myorlda,co osrl or call 850487-0915.
To find out about State of Florida tools supporting statewide centralized procurement activities which have streamlined
interactions ~'"� ittitliC arketi'lace avendorstween hVAdAYndorm �oridamarkc(pinl ce.comease ntact or visit the Department of Management Services'
MyFloridW
AC# 01545955
SIGNATURE
(For the protection of our professional license holders, this license contains hidden security features to prevent counterfeiting. Unauthorized
reproduction is strictly prohibited and will be prosecuted to the fullest extent of the law)
The Department of Business and Professional Regulation (DBPR), issues licenses for many licensed businesses and practitioners in the State of
Florida.
DBPR is changing the way you interact with state government. Many of DBPR's services are available online at www.MyEloridaLicense.com.
We encourage you to utilize these services to make address changes, licensing changes or to renew your license.
Name changes require legal documentation verifying the name change, which must be mailed to the DBPR. An original, a certified copy or a
duplicate copy of an original or certified copy of a document that shows the legal name change will be accepted, unless the DBPR has a
question about the authenticity of the document.
If applicable, the DBPR will send a renewal notice to your last known address or email nddress of record. If you have not received your
renewal notice, please call our Customer Contact Center at 850.487.1395 or online at www,MyFloridOLicense.com/contacttls.
Please refer to your profession's governing statutes and Administrative codes for further information regarding renewals. These may be
accessed from our website.
AC# 01545955
000582
Local Business Tax Receipt
Miami —Dade County, State of Florida
-THIS IS NOT A BILL - DO NOT PAY
"',081128
BUSINESS NAME&OCATION RECEIPT NO. EXPIRES
MUSA BUILDERS CORP RENEWAL SEPTEMBER 30, 2017
7111 SW 42 ST 5925475 Must be displayed at place of bustness
MIAMI FL 33155 Pursuant to County Code
Chapter IIA - Art. 9 & 10
OWNER SEC. TYPE OF BUSINESS PAYMENT RECEIVED
RAUSA BUILDERS CORP 196 GENERAL BUILDING CONTRACTOR BY TAX COLLECTOR
NELSON HERNANDEZ, QUALIFIER CGC1510038 Worker(s) 1 $75.00 07/14J2016
CREDITCARD-16-040640
This local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license,
permit, or a certification of the holder's qq olificatieas, to do business. Holder must comply with any governmestal
or nongovernmental regulatory lama requirements which apply to the business.
The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sac to-276.
For mom information, visit vmmv nriamidade,gov/taxcollector
012788
Local Business Tax Receipt
Miami —Dade County, State of Florida
-TH:S IS NOT A BILL -DO NOT PAY
6973953
BUSINESS NAME&OCATION RECEIPT NO.
RAUSA BUILDERS CORP RENEWAL
7111 SW 42 ST 7249584
MIAMI FL 33155
LBT
EXPIRES
SEPTEMBER 30, 2017
Must be displayed at place of business
Pursuant to County Code
Chapter 8A - An. 9 & 10
OWNER SEC. TYPE OF BUSINESS
RAUSA BUILDERS CORP 196 SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED
NELSON HERNANDEZ, QUALIFIER CCC1329860 BY TAX COLLECTOR
Worker(s) 2 $75.00 07/14/2016
CREDITCARD-16-040640
This local Business Tax Receipt only confirms payment of the local Business Tax. The Receipt is not a license,
permit, or a certification of the holders qualifications. to do business. Holder rrurst cornply with any governments,
or nongovernmental regulatory laws and requirements which apply to the business.
The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sec Is-276.
For more information, visit 1vww.miamidade,govAaxcollector
who br CERTIFICATE OF LIABILITY INSURANCE
ATE
D/2501
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy (les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions
of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In Ileu of such
endorsement(s).
PRODUCER
FrankCrum Insurance Agency, Inc.
100 South Missouri Avenue
Clearwater, FL 33756
CONTACT NAME:
PHONE A/C No Ext : 1-800-277-1620 0800 FAX A/C No): 727 797-0704
E-MAIL ADDRESS:
INSURERS AFFORDING COVERAGE
NAIL#
INSURER A: Frank Winston Crum Insurance Co.
11600
INSURED
FrankCrum L/C/F Rausa Builders Corp.
100 South Missouri Avenue
Clearwater FL 33756
INSURER B:
INSURER C:
INSURER D:
INSURER E:
INSURER F:
rnVFRALLFS CERTIFICATE NUMBER- 332943 REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAME ABOVE FOR THE POLICY PERIOD INDICATED.
NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY
PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN
MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR
LTR
TYPE OF INSURANCE
ADOL
INSRD
SUER
W1rD
POLICY NUMBER
POLICY EFF
MMIDDNYYY)
POLICY EXP
(MMMDIYYYY)
LIMBS
GENERAL LIABILITY
EACH OCCURRENCE
S
DAMAGE TO RENTED
PREMISES Ea oocrrence
$
COMMERCIAL GENERAL LIABILITY
CLAIMS -MADE =OCCUR
MED EXP (Any one person)
$
PERSONAL B ADV INJURY
$
GENERAL AGGREGATE
$
GEN'L AGGREGATE LIMIT APPLIES PER:
PRODUCTS-COMPIOP AGG
$
$
POLICY PROJECT LOC
AUTOMOBILE
LIABILITY
COMBINED B SINGLE LIMIT Ea ecddenl
$
BODILY INJURY Per
$
ANY AUTO
ALL OWNED SCHEDULED
AUTOS AUTOS
BODILY INJURY (Per accident)
$
PROPERTY DAMAGE
(Per ent
$
HIRED AUTOS NON -OWNED
AUTOS
S
UMBRELLA UAB
OCCUR
EACH OCURRENCE
$
AGGREGATE
$
EXCESS LLAB
DED RETENTION $
$
A
WORKERS COMPENSATION AND
EMPLOYERS' LUIBILITY Y/N
WC201600000
01/01/2016
01/01/2017
X
WC STAMORV
LIMITS
OTH-
ER
E.L. EACH ACCIDENT
$1,ODO.000
ANY PROPRIETORIPARTNERIEXECIITIVE
OFFICERIMEMBER EXCLUDED? Q
N/A
(Mandatory In NH)
N yes, describe under
E.L. DISEASE -EA EMPLOYEE
$1,0DOAM
DESCRIPTION OF OPERATIONS below
E.L. DISEASE -POLICY LIMB
$1,000,000
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks, Schedule, If more space Is required)
Effective 05/16/2015, coverage is for 100% of the employees of FrankCrum leased to Rausa Builders Corp. (Client) for whom the client is reporting hours to
FrankCrum. Coverage is not extended to statutory employees.
CERTIFICATE HOLDER GANGELLA710N
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE
POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
Miami Shore Village Building Department
10050 NE 2nd Ave��
Miami Shores, FL 33138-2382
01986-2010 ACORD CORPORATION. All rights reserved.
ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD
SNORES
NINE
Miami S40rej
L`c
LFNTES 1N e 10050 N.E. SECOND AVE.
IDp' MIAMI SHORES, FLORIDA 33138-2382
Telephone: (305) 795-2207
Fax: (305) 756-8972
DAVID A. DACQUISTO, AICP
PLANNING 6 ZON NG DIRECTOR
DEVELOPMENT ORDER
File Number: PZ-09-16-201672
Property Address: 1111 NE 91" Terrace
Owner/Applicant: Andrea and Uwe Kreuter
Address: 1111 NE 91 st Terrace
Whereas, the applicant Andrea and Uwe Kreuter (Owner), has filed an application for site
plan review before the Planning Board on the above property. The applicant sought
approval as follows: Pursuant to Articles IV, V and VI of Appendix A Zoning, Sec. 400
Schedule of Regulations and Sec. 600. Site plan review and approval required. One story
rear addition.
Whereas, a public hearing was held on October 13, 2016 and the Board, after having
considered the application and after hearing testimony and reviewing the evidence entered,
finds:
1. The application was made in a manner consistent with the requirements of
the Land Development Code of Miami Shores Village.
2. The conditions on the property and the representations made at the hearing
merit consideration and are consistent with the requirements of the Land
Development Code.
The Board requires that all further development of the property shall be performed in a
manner consistent with the site plan, drawings, and the conditions agreed upon at the
hearing:
1) Approval is granted as shown on the plans submitted and made a
part of this approval to construct a 529 sf master bedroom suite including a new
bathroom and walk in closet.
2) Applicant to apply for and obtain all required building permits from the
Building Department before beginning work.
3) Applicant to apply for and obtain all necessary permits and approvals from
outside agencies before beginning work.
Pagel of 3
DO-PZ-08-16-201672 Kreuter
r�
4) The applicant to comply with all requirements for development in an AE8 flood
zone.
5) An erosion and sedimentation plan subject to review and approval by the
building official is required if ground cover is removed or as required by the
building official. Properly installed soil erosion measures (silt fences, straw
barriers, etc.) and anti -tracking area at all construction entrances are required to
be put in place and maintained if ground cover is removed or as required by the
building official. Required erosion control measures must be in place prior to
footings inspection.
6) The applicant shall provide an architect or engineer's drainage plan and report
to certify to the building official that the site provides storm drainage that
detains the first one inch in natural or filtered structural facilities prior to the
issuance of a building permit by the Building Official.
7) The applicant is responsible for the installation and maintenance of drainage
structures and any site modifications shown on the drainage plan that are
necessary to provide storm drainage that detains the first one inch in natural or
filtered structural facilities. Minor modifications to the approved drainage plan
shall require a new signed architect or engineer's drainage plan that shall be
subject to review and approval of the Building Official and the Planning
Director. Major changes to the approved drainage plan including the
construction of drainage improvements such as but not limited to mounds and
walls, shall require a new site plan review application and review and approval
by the Planning and Zoning Board.
8) All drainage improvements shall be installed in accordance with the approved
drainage plan before final inspection by the Building Official.
9) The applicant shall repair and maintain the onsite drainage system in
accordance with the approved drainage plan except that major changes shall
require Planning and Zoning Board approval as stated in Condition #7.
10) Applicant to obtain all required permits and approvals from the Miami -Dade
Department of Regulatory and Economic Resources, Environmental Plan
Review Division (DRER, EPRD) and the Miami -Dade Department of Health
(DOH/HRS) as required.
11) Ground cover shall comply with the provisions Division 17 of Appendix A,
Village of Miami Shores Code of Ordinances, artificial turf and rock of any
kind is specifically prohibited.
12) Applicant to meet all applicable code provisions at the time of permitting
13) This zoning permit will lapse and become invalid unless the work for which it
was approved is started within one (1) year of the signing of the development
order by the board chair, or if the work authorized by it is suspended or
abandoned for a period of at least one (1) year.
Page 2 of 3
DO-PZ-08-16-201672 Kreuter
. •,
Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes,
Miami -Dade County Codes, the applicable building and life safety codes required for
development, and provide a copy of the development order to the Building Dept.
The application with conditions was passed and adopted this 131h day of October, 2016 by
the Planning and Zoning Board as follows:
Motion to approve subject to Staff recommendations by Mr. Abramitis with the
added requirement that the installation of structures on site to control drainage
shall require Planning and Zoning Board review and approval, seconded by Mr.
Reese and the vote was unanimous in favor of the Motion.
Mr. Abramitis Yes
Mr. Busta Yes
Mr. Reese Yes
Mr. Diaz Yes
Chairman Fernandez Yes
// z /.;, C'r(
Dat
Ri d M. Fernan
Chair, Planning Board
DO-PZ-08-16-201672 Kreuter
Page 3 of 3
Arlenis Silvera
From:
Shinhoster, Charmaine (RER) <cmc@miamidade.gov>
Sent:
Monday, May 22, 2017 1:22 PM
To:
Inspections
Subject:
Process number M2017005835
Please be advised that impact fees were paid for the above process number with the county on 3/22/2017. The county
no longer stamps the of plans. The new procedure requires u„ <:pplicant, .3 ;i,! out a municipal permit
application in order to submit plans for review with the county. Municipal permit applications must be reviewed by
DERM/Fire/HRS/WASA if applicable and all must be reviewed by impact fees. Once all required reviews are approved
including impact fees (which must pay before process number can be approved) a municipal permit card is issued by the
county. This permit card must be presented to city as proof of compliance with county departments.
Regard,
Charmaine Shinhoste,
Impact Fee Section
Department of Regulatory and Economic Resources
11805 SW 26 St
Miami, F1. 33175
f - Department of Regulatory and Economic Resources
MIAMIMImpact Fee Assessment
==a, a
Process Number: M2017005835-0 Batch: Collection Number:
Folio: 1132050010120 Site Address: 1111 NE 91 TER
Fee Payer: Assessment Date: 02/09/2017
GeA
Disclaimer Note: ROADMRE/POUPKS Impact fees
will increase on 10/1/2017
( Online Payment available at:
. / V https:l/wwwa.mlamidade.govlappalrerllmpectFeesPaymenta/default.aspx
() Payment can be made by Credit Card, Cash, Check or Cashiers's Check
Payable to Mlaml Dade County
Fee Typa Dist IdAmount
FCC-14
tegory Cats Category Description Units Fee Extended Amount Deferred
de Sufix
30.E
1.0 5002 100 1UNIT SIZE (SO FT)
Report run on: February 09, 2017 09:00 AM
516 $0.9180
$473.69
Assessment Total Amount:
$473.69
Deferral Amount:
$0•00
Current Balance Due:
$473.69 ' �^
Page 1 of 1
. . ... . . . ...
'°qc ��• Asuild & NGINEUING EiERVICES. INC.
.• . . . •. .•. ..
0. "' ' ' ' ' October 11, 2017
• • . • • • •
.. .. . ...... .
Building Director
Miami Shores Village
Building and Zoning Department
10050 NE 2nd AVE
Miami Shores, FL 33138
RE Rausa Builders
Residence
1111 NE 91 S` Terrace
Miami Shores, Florida
Dear Building Official,
A representative of Nelco Testing and Engineering Services, Inc. performed densities
and proctor testing on the above referenced project. Based on our inspection, we hereby
attest that to the best of our knowledge, belief and professional judgment, all tests were
performed in compliance with the approved plans and specifications.
Should you have any questions or need any additional information, please do not
hesitate to contact us.
Respectfully submitted,
Nelco Testing and Engineering Services, Inc.
�1�c�e t
Vinayagar h4 ffi- is \r,\\"A �l
r
Professional Engineer No. 63107
State of Florida
13370 SW 131 Street, Suite 105, Miami, FL. 33186 (305) 259-9779
• •
or
•
m o • M'11
oyMcq` dy TESTING & ENGINEERING SERVICES, INC.
•• • • •• • •• •
• • • • • •• • • •
FIELW9FASI•T•Y' TEST- REPORT
Client: Rausa Builders Date: September 07 2017
7111 SW 42 Street ; ; Job: D- 170913
Miami, FL 33155
Project Name: Residence
Project Location: I I I I NE 9Is' Terrace, Miami Shores, FL
PROCTOR DATA
Proctor
No. Soil Description
Max. Dry
Densi ( cf)
Optimum
Moisture (%
101138 Fine Beige Sand
104.1
12.0
Required Compaction (%)
95%
Test Depth Penetration (inches):
8"
FIELD DENSITY TEST RESULTS
Test
No.
Proc.
No.
Test Location
Lift
No.
Dry
Density
%
Moist.
Comp.
Result
1
101138
Center Area of Addition —Building Slab
Final
99.7
11.0
95.8
Pass
2
101138
North Area of Addition — Building Slab
Final
100.0
10.4
96.1
Pass
3
101138
Southeast Area of Addition— Building slab
Final
99.6
11.2
95.7
Pass
Comments:
VMB VenkfAesmr-- l�IV`\\1
Professional Engineer No. 63107
State of Florida
13370 SW 131" Street, Suite 105, Miami, FL. 33186 (305) 259-9779
. . ... . . . ...
•
+ `fi TE:iTI jG ji fNGjIEE"UG-SEFtVIg5. INC.
0.0 . 0.0 •
SOIL LABORATORY TEST REPORT
r• • • • •• ••• • •
• ••• • • • •• ••
CLIENT: RAUSA BUILDERS • • • . • • . • •
PROJECT NAME: RESIDENCE
PROJECT LOCATION: 1111 NE 91ST TERR, MIAMI SHORES, FL
TESTED BY: DANIEL MORAO
SOIL DESCRIPTION: FINE BEIGE SAND
SAMPLE LOCATION: ON SITE
DATE TESTED: 9i6i2017
DATE: 09/07/17
JOB:
PROCTOR: 101138
MOISTURE DENSITY RELATIONSHIP PROCTOR ASTM D-1557
MAXIMUM DRY
TEST SPECIFICATION
OPTIMUM MOISTURE
P-200
ORGANIC %
DENSITY (pcq
ASTM D-1557
12.0%
104.1
-
-
MOISTURE/DENSITY CURVE
105.0
104.0
a
103.0
102.0
N
101.0
z
w
100.0
0
99.0
98.0
97.0
4.0 6.0 8.0 10.0 12.0 14.0 16.0
MOISTURE CONTENT %
V.M.B.V _san `�1
Professional Engineer No.63107
State of Florida
13370 SW 131 Street. Miami, Florida 33186 (305) 259-9779
FERMI R405-2014 -
RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST
Florida Department of Business and Professional Regulation
Simulated Performance Alternative (Performance) Method
Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the
residential Simulated Performance method shall include
❑ This checklist
❑ A Form R405 report that documents that the Proposed Design complies with Section
'
• • •
R405.3 of the Florida Energy Code. This form shall include a summary page • .'
.... •
indicating home address, a -ratio and the pass or fail status along with summary • • •; • •
• • • • •..:.
areas and types of components, whether the home was simulated as a worst -case 0 0 0 0
. •. •
• •
orientation, name and version of the compliance software tool, name of individual' •
; • • • • •
....
• •
completing the compliance report (1 page) and an input summary checklist that can: • • •
•. ..;.. •
be used for field verification (usually 4 pages/may be greater).
• • • • • • • •
❑ Energy Performance Level (EPL) Display Card (one page)
❑ Mandatory Requirements(three pages)
•"
Required prior to CO for the Performance Method:
❑ Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4. 1. 1 -
one page)
❑ A completed Envelope Leakage Test Report(usually one page)
❑ If Form R405 duct leakage type indicates anything other than "default leakage" then a completed
Form R405 Duct Leakage Test Report (usually one page)
EnergyGauge®- USRCZB v5.1
6/10/2017 10:38:33 AM Page 1 of 1
FORM R405-2014
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Kreuter Residence Expansion
Builder Name:
Street: 1111 NE 9th Terrace
Permit Office: Miami -Dade
City, State, Zip: Miami Shores, FL,
Permit Number:
Owner: Kreuter
Jurisdiction: Mlami-Dade
Design Location: FL, Miami
County:: Miami -Dade (Florida Climate Zone 1 )
1. New construction or existing New (From Plans)
9. Wall Types (660.0 sqft.)
Insulation Area
2. Single family or multiple family Single-family
a. Concrete Block - Int Insul, Exterior R=5.0 430.00 ft2
b. Concrete Block - Ext Insul, Exterior R=5.0 230.00 ft2
3. Number of units, if multiple family 1
c. N/A
R= ft2
4. Number of Bedrooms 1
d. N/A
R= ft2
10. Ceiling Types (530.0 sqft.)
Insulation Area
5. Is this a worst case? No
a. Under Attic (Vented)
R=19.0 530.00 ft2
6. Conditioned floor area above grade (ft2) 530
b. N/A
• R= • "". ft2
c.
• . • • • •
"" ft2
Conditioned floor area below grade (ft2) 0
11. Duuctct s
•
. ":R ft2 •
7. Windows(9.0 sqft.) Description Area
�
"';' • • • • ....;
a. U-Factor: Sgl, U=1.00 9.00 ft2
• • •' • • • .
SHGC: SHGC=0.45
12. Cooling
' • • • • • ""•
'.... I<Btu/hr: • •Iiffioiency •
b. U-Factor: N/A ft2
systems
SHGC:
a. Central Unit
9.4 .:EER:17.00 "; • •
'..'
c. U Factor: N/A ft2
• • • • : •••••
SHGC:
13. Heating systems
• • • tBtu/hr Efficiency •
d. U-Factor: N/A ft2
a. Electric Heat Pump
• • 6.4 HSPF:9.00 •
SHGC:
• • .
Area Weighted Average Overhang Depth: 0.000 ft.
• •' ; . • • 0 • • • • .
Area Weighted Average SHGC: 0.450
14. Hot water systems
• . •
a.
00
8. Floor Types (530.0 sqft.) Insulation Area
EF:-2.82979E027
a. Slab -On -Grade Edge Insulation R=0.0 530.00 ft2
b. Conservation features
b. N/A R= ft2
c. N/A R= ft2
15. Credits
None
Glass/Floor Area: 0.017 Total Proposed Modified Loads: 27.24
PASS
Total Baseline Loads: 32.12
1 hereby certify that the plans and specifications covered by
Review of the plans and
S,f�
this calculation are in compliance with the Flo i Energy
specifications covered by this
O,1ZHE
Code.
calculation indicates compliance
with the Florida Energy Code.
ti rn,, ��. •.,::: ,, „ O
BY:.
Before construction is completed
CPREPARED
DATE: 40
this building will be inspected for
compliance with Section 553.908
); y
I hereby certify that this building, as designed, is in compliance
Florida Statutes.
with the Florida Energy Code.
COD WIS T¢
OWNER/AGENT:
BUILDING OFFICIAL:
DATE:
DATE:
- Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory -sealed in accordance with R403.2.2.1.
- Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage
test report in accordance with R402.4.1.2.
6/10/2017 10:42 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4
FORM R40r)-2014
PROJECT
Title:
Kreuter Residence Expansion Bedrooms: 1
Address Type:
Street Address
Building Type:
User
Conditioned Area: 530
Lot #
Owner:
Kreuter
Total Stories: 1
Block/SubDivision:
# of Units:
1
Worst Case: No
PlatBook:
Builder Name:
Rotate Angle: 0
Street:
1111 NE 9th Terrace
Permit Office:
Miami -Dade
Cross Ventilation:
County:
Miami -Dade
Jurisdiction:
Miami -Dade
Whole House Fan:
City, State, Zip:
Miami Shores,
Family Type:
Single-family
FL ,
New/Existing:
New (From Plans)
Comment:
Master Bedroom Addition
CLIMATE
/
IECC Design Temp
Int Design Temp Heating
Design Daily Temp
V Design
Location
TMY Site Zone 97.5 % 2.5 %
Winter
Summer Degree Days Moisture Range
FL, Miami FL_MIAMI_INTL_AP 1 51 90
70
75 149.5
•56. • Low
BLOCKS
•' •
• • •.
Number
Name
Area Volume
• • •: • •
1
Blockl
530 5300
• •
: • • •: • '
SPACES
����"
••�••
Number
Name
Area Volume Kitchen Occupants
Bedrooms
Infil QJ' • •PI shed Cooled Hea1eE
1
Master Bedroom
530 5300 No 2
1
1 • Yes
• •`fee• Ves"
FLOORS
.00 '
•Wood
#
Floor Type
Space Perimeter R-Value
Area
Tile Carpet
1 Slab -On -Grade Edge Insulatio Master Bedroom 50 ft 0
530 ft2
----
0 0 1
ROOF
/
Roof Gable Roof
Solar
SA Emitt
Emitt Deck Pitch
V #
Type
Materials Area Area Color
Absor.
Tested
Tested Insul. (deg)
1
Gable or shed Composition shingles 574 ft2 110 ft2 Medium
0.96
No 0.9
No 19 22.6
ATTIC
RBS IRCC
V #
Type
Ventilation Vent Ratio (1 in)
Area
1
Full attic
Vented 300
530 ft2
N N
CEILING
#
Ceiling Type
Space R-Value Ins Type Area Framing Frac Truss Type
1
Under Attic (Vented)
Master Bedroom 19 Batt
530 ft2 0.11
Wood
6/10/2017 10:42 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4
Ft7RM R4f15-�f114
WALLS
Adjacent
Cavity Width Height Sheathing Framing Solar
Below
Space
1 N
Exterior Concrete Block - Int InsMaster Bedro 5 23 10 230.0 ft2 0 0 0.75
0
2 E
Exterior Concrete Block - Int InsMaster Bedro 5 20 10 200.0 ft2 0 0.75
0
3 W
Exterior Concrete Block - Ext In§ddster Bedro 5 23 10 230.0 ft2 0 0 0.75
0
DOORS
#
Ornt Door Type
Space Storms U-Value Width Height
Area
Ft In Ft In
1
E Insulated
Master Bedro None .46 6 7
42 ft2
2
E Insulated
Master Bedro None .46 6 7
42 ft2
WINDOWS
Orientation shown is the entered, Proposed orientation.
Wall
Overhang .•..
#
Ornt ID Frame Panes
NFRC U-Factor SHGC Area Depth Seperatiom Int Swop, •
Scre nin
1
W 3 Metal Single (Clear)
Yes 1 0.45 9.0 ft2 0 ft0 in 0 ftd }h • Drapes/b4invds�
None
INFILTRATION """
•
•••• •
•••••
# Scope
Method
SLA CFM 50 ELA EgLA ACH • • *101-150 ..
1 Wholehouse Best Guess
.0005 695.1 38.16 71.77 .345 : %869
HEATING SYSTEM ••••••
#
System Type
Subtype Efficiency Capacity ' "'E304
Ducts
1
Electric Heat Pump
Split HSPF:9 6.08 kBtu/hr 1
Ductless
COOLING SYSTEM
#
System Type
Subtype Efficiency Capacity Air Flow SHR Block
Ducts
1
Central Unit
Split SEER: 17 9.38 kBtu/hr 270 cfm 0.75 1
Ductless
SOLAR HOT WATER SYSTEM
FSEC
Collector Storage
Cert # Company Name
System Model # Collector Model # Area Volume FEF
ft2
6/10/2017 10:42 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4
Pr)PKA PAOX;_7l11d
TEMPERATURES
Programable Thermostat: None
Ceiling Fans:
Coolin an
Jan
Heating H
[ j Feb
[X] Feb
Mar
MarApr
H
A r I IM
Ma
ay
Jun
rj Jun
Jul
Jul
rl
[X] Aug
]AuSep
Se
[ ]
[ j
Oct
Oct
Nov
Nov
H
Dec
HDec
Ventin Jan
[ ] Feb
Mar
[X]
Apr
May
Jun
Jul
] Aug
Se
[X]
Oct
Nov
Dec
Thermostat Schedule:
HERS 2006 Reference
Hours
Schedule Type
1
2
3
4
5
6
7
8
9
10
11
12
Cooling (WD)
AM
78
78
78
78
78
78
78
78
78
78
78
78
PM
78
78
78
78
78
78
78
78
78
78
78
78
Cooling (WEH)
AM
78
78
78
78
78
78
78
78
78
78
78
78
PM
78
78
78
78
78
78
78
78
78
78
78
78
Heating (WD)
AM
68
68
68
68
68
68
68
68
68
68
68
68
PM
68
68
68
68
68
68
68
68
68
68
68
68
Heating (WEH)
AM
68
68
68
68
68
68
68
68
68
68
68
68
PM
68
68
68
68
68
68
68
68
68
68
68
68
MECHANICAL VENTILATION
Type
Supply CFM
Exhaust CFM
Fan Watts HRV Heating System
Run Timc
Coot@%yS stem
None
0
0
0
1 - Electric Heat Pump
Q°Io
' 1 - Genital Umit
'
---
.• •
••••••
o.••e.
,
Goes
, •
••••••
• •
••••••
• •
....
Go
G• •
so. ,
•sees•
6/10/2017 10:42 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4
FORM R405-2014
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 85
The lower the EnergyPerformance Index, the more efficient the home.
1111 NE 9th Terrace, Miami Shores, FL,
1. New construction or existing
New (From Plans)
9. Wall Types
Insulation
Area
2. Single family or multiple family
Single-family
a. Concrete Block - Int Insul,
Exterior R=5.0
430.00 ftZ
b. Concrete Block - Ext Insul,
Exterior R=5.0
230.00 ft
3. Number of units, if multiple family
1
c. N/A
R=
ft2
4. Number of Bedrooms
1
d. N/A
R=
ft2
10. Ceiling Types
Insulation
Area
5. Is this a worst case?
No
a. Under Attic (Vented)
R=19.0
§4%00 ft2
6. Conditioned floor area (ft2)
530
b. N/A
• 42= •
0 0 • ft2
7. Windows" Description
Area
c. N/A
• •
"
2
•.
ft2
00000
.
a. U-Factor: Sgl, U=1.00
9.00 ft2
11. Ducts
• •' �' •
• • •
'of
�;
SHGC: SHGC=0.45
'•••••
•
b. U-Factor: N/A
ft2
• • • •t •
••.•••
SHGC:
12. Cooling systems
• • • • KBtu/hr; * �ibncy
6
c. U-Factor: N/A
ft2
a. Central Unit
***see 9.4,;EE5:17.00
.. :0 *
• •
SHGC:
•• •• .
06
googe
d. U-Factor: N/A
ft2
13. Heating systems
• • • • • •
• • :kBtu/hr
Wiiciency
f �:
•
SHGC:
a. Electric Heat Pump
' • 6..q
HSPF :9.00
• . •.;
Area Weighted Average Overhang Depth:
0.000 ft.
• .
Area Weighted Average SHGC:
0.450
•
•. " ;
: • • • •;
8. Floor Types
Insulation
Area
t Hot waersystems
14.•.
+ g
o
• •
a. Slab -On -Grade Edge Insulation
R=0.0
530.00 ft2
a.
EF:
b. N/A
R=
ft2
c. N/A
R=
ft2
b. Conservation features
15. Credits
None
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature:
Address of New Home:
Date:
City/FL Zip:
*Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321)
638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For
information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support
staff.
**Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
6/10/2017 10:42 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1
FORM R405-2014
Florida Department of Business and Professional Regulations
Residential Whole Building Performance and Prescriptive Methods
ADDRESS: 1111 NE 9th Terrace Permit Number:
Miami Shores, FL ,
MANDATORY REQUIREMENTS See individual code sections for full details.
rV 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL)
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law
[Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components
installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C.
IV R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.1 through R402.4.4.
O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The
sealing methods between dissimilar materials shall allow for differential expansion and contraction.
• R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in
accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction.
Where required by the code official, an approved third party shall inspect all components and verify compliance.
• R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air
changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with
a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an
approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or
other infiltration control measures;
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed ber"I tended
infiltration control measures; • • • • • • • • • • • •
3. Interior doors, if installed at the time of the test, shall be open; '. •' ; .... .'
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be close jg1je�aled; • • • •
5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and •
6. Supply and return registers, if installed at the time of the test, shall be fully open. "� �' • : • • • •
N . A R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor c8 us;ian air.
P 9 P 9 9 P G�fJ . •••••
CV R402.4.3 Fenestration air IeakageVVindows, skylights and sliding glass doors shall have an air infrltr1il!"rate of no more than 0.3 cfm: • • •
per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when 4ested accordinj b NFRC 490 •r• 9
AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by yV4Wufacturer. . .'
Exception: Site -built windows, skylights and doors. : : • • • • ••: •
LV 11402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall bQ sealed to limit air leakage : • • • •
between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled AliavAg an ail i"ettaa rate At '
more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All ree25sed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
W R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
fV R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load.
N • A. 2403.2.2 Sealing (MandatoryNi ducts, air handlers, and filter boxes and building cavities that form the primary air containment
passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance
with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction
or rough -in testing below.
Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section
553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following:
1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 L/min) per 100 square feet (9.29 m2) of conditioned floor area
when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All
register boots shall be taped or otherwise sealed during the test.
2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 L/min) per 100 square feet (9.29 m2) of conditioned floor area when tested
at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be
taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm
(85 L/min) per 100 square feet (9.29 m2) of conditioned floor area.
Exceptions:
The total leakage test is not required for ducts and air handlers located entirely within the building envelope.
2. Duct testing is not mandatory for buildings complying by Section R405 of this code.
6/10/2017 10:43 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3
FORM R405-2014
MANDATORY REQUIREMENTS - (Continued)
IV R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
N . A . R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C)
or below 55°F (1 WC) shall be insulated to a minimum of R-3.,
R403.3.1 Protection of piping insulation.
N . A R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily
accessible manual switch that can turn off the hot-water circulating pump when the system is not in use.
N . A R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible
to the storage tank.
N . A R403.4.4 Water heater efficiencies (Mandatory).
0 R403.4.4.1 Storage water heater temperature controls
R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls
capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum
temperature setting range shall be from 100°F to 140°F (38°C to 60°C).
R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied
to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s)
of combustion types of service water heating systems to be turned off.
0 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum eviciencies of
Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for tpe type of PgAp rTent instqW• . •
Equipment used to provide heating functions as part of a combination system shall satisfy all stated rLh9VbrrRnts for tie.9p�propriate water*
heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. • • • •
•••••• •• • ••••••
R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production ;f�.�ir~it by the anrWal solar energy •
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar 'nergy Center Directory of • • • • •
Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 98064 rest
Methodslor" Collectors, •
and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, C81tet45rs in installed solar wat4*: *
heating systems should meet the following criteria: • • : • • : : • * • • • • • • •
1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and • • • • • •
2. Be installed at an orientation within 45 degrees of true south. : �' :' : ' ' •
• • • • ••••••
V R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the rpquireprents of ��""
Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved fhp§ is T ventilatisn. • • • •
Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. • •
•
[V R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment.
0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and
indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions
described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors
which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation
such as standard kitchen and bathroom exhaust systems.
• R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the
calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in
Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
6/10/2017 10:43 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Corn Page 2 of 3
FORM R405-2014
MANDATORY REQUIREMENTS - (Continued)
O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and
shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This
selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the
load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data,
the design value for entering wet bulb temperature and the design value for entering dry bulb temperature.
Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space.
Exceptions:
Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load.
When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of
equipment may be sized in accordance with good design practice.
O R403.6.1.2 Heating equipment capacity
• R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section
R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load.
• R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.6.1.
• R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403.6.1.
O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options:
1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
2. A variable capacity system sized for optimum performance during base load periods is utilized. • •
• • •••• ••••••
N . A . R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shalla a y with Saatioos • •
-C403 and C404 of the Commercial Provisions in lieu of Section R403. 000000 • 0 0' ; • • • , ; •
N . A. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy'sA&U io the buildirg, shall ; 0 0 0 0
include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, agC?M ArVcipitati2q �Jffing • •
and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. 0000 • 00000
N . A R403.9 Swimming Pools, inground sas and portable spas (Mandatory). The energy requirements for residential pool4arbd 0 • • 0:0 0 •
inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSPot. 1Re energy' " ""; •
requirements for portable spas shall be in accordance with ANSI/APSP-14. : • • : • : • • •
• • • • ••••••
O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switcl; that is nV6M2tl• •
outside the heater to allow shutting off the heater without adjusting the thermostat setting. • • • • • • • • •
R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a Aim;num
thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56.
Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights.
R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is
required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a
preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in
compliance with this equipment.
Exceptions:
• 1. Where public health standards require 24-hour pump operations.
2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems.
3. Where pumps are powered exclusively from on -site renewable generation.
O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or
at the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or
solar energy source computed over an operating season.
[V RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be
high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps.
Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps.
O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights
N . A R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6.
O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or
concrete deck roofs do not have sufficent space, R-10 is allowed.
6/10/2017 10:43 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Corn Page 3 of 3
FORM R405-2014
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Kreuter Residence Expansion Builder Name:
Street: 1111 NE 9th Terrace Permit Office: Miami -Dade
City, State, Zip: Miami Shores, FL, Permit Number:
Owner: Kreuter Jurisdiction: Miami -Dade
Design Location: FL, Miami
COMPONENT
CRITERIA
CHECK
Air barrier and thermal barrier
A continuous air barrier shall be installed in the building envelope.
Exterior thermal envelope contains a continuous barrier.
X
Breaks or joints in the air barrier shall be sealed.
Air -permeable insulation shall not be used as a sealing material.
Ceiling/attic
The air barrier in any dropped ceiling/soffit shall be aligned with the
insulation and any gaps in the air barrier shall be sealed.
X
Access openings, drop down stairs or knee wall doors to unconditioned
attic spaces shall be sealed.
Corners and headers shall be insulated and the junction of the foundation
Walls
and sill plate shall be sealed.
The junction of the top plate and the top or exterior walls shall be sealed.
X
Exterior thermal envelope insulation for framed walls shall be installed in
substantial contact and continuous alignment with the air barrier.
Knee walls shall be sealed.
Windows, skylights and doors
The space between window/door jambs and framing and skylig ;ts and
: : • g
framing shall be sealed. • •
•
Rim joists
Rim joists are insulated and include an air barrier. • • • • • • •
X ...
Floors (including above -garage
Insulation shall be installed to maintain permanent contact with underside
:. •
and cantilevered floors)
of subfloor decking. . 00000:.N.
A!
The air barrier shall be installed at any exposed edge of insulation 0
Crawl space walls
Where provided in lieu of floor insulation, insulation shall be permanently :
• • ..0
attached to the crawlspace walls. 969996
' N.A.
Exposed earth in unvented crawl spaces shall be covered with i Clas4l
• ...
vapor retarder with overlapping joints taped. •0 .....
•
Shafts, penetrations
Duct shafts, utility penetrations, and flue shaft openings to exterior or * 0 G
• jN. A .•
unconditioned space shall be sealed.
Narrow cavities
Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled
by insulation that on installation readily conforms to the available cavity
X
spaces.
Garage separation
Air sealing shall be provided between the garage and conditioned spaces.
N.A.
Recessed lighting
Recessed light fixtures installed in the building thermal envelope shall be
X
air tight, IC rated, and sealed to the drywall.
Plumbing and wiring
Batt insulation shall be cut neatly to fit around wiring and plumbing in
exterior walls, or insulation that on installation readily conforms to available
X
space shall extend behind piping and wiring.
Shower/tub on exterior wall
Exterior walls adjacent to showers and tubs shall be insulated and the air
X
barrier installed separating them from the showers and tubs.
Electrical/phone box on
The air barrier shall be installed behind electrical or communication boxes or
X
air sealed boxes shall be installed.
HVAC register boots
HVAC register boots that penetrate building thermal envelope shall be
N.A.
sealed to the sub -floor or drywall.
Fireplace
An air barrier shall be installed on fireplace walls. Fireplaces shall have
N.A.
gasketed doors
6/10/2017 10:43 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1
System Sizing Calculations - Winter
Residential Load - Room by Room Component Details
Kreuter Project Title:
1111 NE 9th Terrace Kreuter Residence Expansion
Miami Shores, FL Building Type: User
Master Bedroom Addition 6/10/2017
Reference City: Miami, FL (Defaults) Winter Temperature Difference: 21.0 F (TMY3 99%)
Component Loads for Room #1: Master Bedroom
Window
Panes/Type Frame U
Orientation Area s ft X
HTM=
Load
1
1, NFRC 0.45 Metal 1.00
W
9.0
21.0
189 Btuh
Window Total
9.0 s ft
189 Btuh
Walls
Type Ornt. Ueff.
R-Value
Area X
HTM=
Load
(Cav/Sh)
1
Conc Blk,Hollow - Ext (0.132)
5.0/0.0
230
2.76
635 Btuh
2
Conc Blk, Hollow - Ext (0.132)
5.0/0.0
116
2.76
320 Btuh
3
Conc BIk,Hollow -Ext (0.117)
5.0/0.0
221
2.46
545 Btuh
Wall Total
567 s ft
1501 Btuh
Doors
Type Storm Ueff.
Area X
HTM=
Load
1
Insulated - Exterior, n (0.460)
42
9.7
406 Btuh
2
Insulated - Exterior, n (0.460)
42
9.7
406 li8t"
Door Total
84 s ft
811B*Av
Ceilings
Type/Color/Surface Ueff.
R-Value
Area X
HTM=
• • Load % •
1
Vented Attic/L/Shing (0.027)
19.0/19.0
530
0.6
• • •; • • 297 Btuh
Ceiling Total
530 s ft
• • •' • • 297Bttfi
Floors
Type Ueff.
R-Value
Size X
HTM=
.•"'. Lodd..:
1
Slab On Grade (1.180)
0.0
50.0 ft(perim.)
24.8
•"' 1239'Btuh
Floor Total
530 s ft
�•:••: 1235CB>;uh'
Room Envelope Subtotal:
• 4037 Btu
Infiltration
Type Wholehouse ACH Room Volume Wall Ratio
CFM=
• • • • ; • • •
Natural 1.00
5300
1.00
88.3
2040 BtL%
Duct load
No ducts assigned to this zone.
(DLM of 0.000)
0 Btuh
Room #1
Sensible Room Subtotal
6077 Btuh
HOLE HOUSE TOTALS
Subtotal Sensible Heat Loss 6077 Btuh
Totals for Heating Ventilation Sensible Heat Loss 0 Btuh
Total Heat Loss 6077 Btuh
EnergyGauge® / USRCZB v5.1 Page 1
Manual J Winter Calculations
Residential Load - Component Details (continued)
Kreuter Project Title:
1111 NE 9th Terrace Kreuter Residence Expansion
Miami Shores, FL Building Type: User
Master Bedroom Addition 6/10/2017
EQUIPMENT
1. Electric Heat Pump # 6077 Btuh
Key: Window types - NFRC (Requires U-Factor and Shading coefficient(SHGC) of glass as numerical values)
or - Glass as 'Clear' or 'Tint' (Uses U-Factor and SHGC defaults)
U - (Window U-Factor)
HTM - (ManualJ Heat Transfer Multiplier)
��a
'
16
KRMURL 1
•
1 • •
EnergyGauge® / USRCZB v5.1 Page 2
System Sizing Calculations - Summer
Residential Load - Room by Room Component Details
Kreuter Project Title:
1111 NE 9th Terrace Kreuter Residence Expansion
Miami Shores, FL
Master Bedroom Addition 6/10/2017
Reference City: Miami, FL Temperature Difference: 17.OF(TMY3 99%) Humidity difference: 56gr.
Component Loads for Room #1: Master Bedroom 771
Type'
Overhang
Window Area(sqft)
HTM
Load
Window
Panes SHGC U InSh IS Ornt
Len H t
Gross Shaded Unshaded
Shaded Unshaded
1
1 NFRC 0.45, 1.00 B-L No W
O.Oft O.Oft
9.0 0.0 9.0
21 45
403 Btuh
Window Total
9 (sqft)
403 Btuh
Walls
Type U-Value R-Value Area(sqft) HTM
Load
Cav/Sheath
1
Concrete BIk,Hollow - Ext 0.13 5.0/0.0 230.0 2.2
514 Btuh
2
Concrete Blk,Hollow - Ext 0.13 5.0/0.0 116.0 2.2
25.. PZuh
3
Concrete Blk,Hollow - Ext 0.12 5.0/0.0 221.0 2.0.
• 441 Btuh
Wall Total 567(sqft) '. •
1215• dtuh
Doors
Type Area (sqft) HTM..
.. Loam!• • :
1
Insulated - Exterior 42.0 14.Z..
•. 618 .8tuh
2
Insulated - Exterior 42.0 14.7 ...
618 Btuh
Door Total 84 (sqft) ... •
. 1 136
Ceilings
Type/Color/Surface U-Value R-Value Area(sqft) HT"....
L04V
1
Vented Attic/Light/Shingle 0.027 19.0/19.0 530.0 1.2Z. %..
Q50•.gtelh
Ceiling Total 530 (sqft) ....
. 650 Ptuh
Floors
Type R-Value Size HT
L%ad .
1
Slab On Grade 0.0 530 (ft-perimeter) 0.0
, d gtuh
Floor Total 530.0 (sqft) • •
..0 Btuh
Zone Envelope Subtotal:
3504 9&
Infiltration
Type Wholehouse ACH Volume(cuft) Wall Ratio CFM=
Load
Natural 1.00 5300 1.00 88.3
1651 Btuh
Internal
Occupants Btuh/occupant Appliance
Load
gain
2 X 230 + 2400
2860 Btuh
Sensible Envelope Load:
8016 Btuh
Duct load
No duct systemNo ducts assigned to this zone. (DGM of 0.000)
0 Btuh
Sensible Zone Load
8016 Btuh
The following window Excursion will be assigned to the system loads.
Windows July excursion for System 1 221 Btuh
Excursion Subtotal: 221 Btuh
EnergyGaugeO / USRCZB v5.1 Page 1
Manual J Summer Calculations
Residential Load - Component Details (continued)
Kreuter Project Title: Climate: FL_MIAMI_INTL_AP
1111 NE 9th Terrace Kreuter Residence Expansion
Miami Shores, FL
Master Bedroom Addition
6/10/2017
Duct load 0 Btuh
Sensible Excursion Load 221 Btuh
EnergyGauge® / USRCZB v5.1 Page 2
Manual J Summer Calculations
Residential Load - Component Details (continued)
Kreuter Project Title: Climate: FL_MIAMI_INTL AP
1111 NE 9th Terrace Kreuter Residence Expansion
Miami Shores, FL
WHOLE HOUSE TOTALS
Master Bedroom Addition 6/10/2017
Sensible Envelope Load All Zones
Sensible Duct Load
Total Sensible Zone Loads
Sensible ventilation
Blower
Whole House Total sensible gain ••
Totals for Cooling Latent infiltration gain (for 56 gr. humidity difference) ......
Latent ventilation gain • • • • • •
Latent duct gain •
Latent occupant gain (2.0 people @ 200 Btuh per person
Latent other gain • • •. .
Latent total gain
TOTAL GAIN • • •
EQUIPMENT
5837 Btuh
0 Btuh
5837 Btuh
0 Btuh
0 Btuh
583Z a Q,td h
3369"Mwh
0 6tuh
6.6teh
4P0• Bittlh
w es
0 eStuh
37LI .Btuh
9600► B1uh
1. Central Unit # 9379 Btuh
`Key: Window types (Panes - Number and type of panes of glass)
(SHGC - Shading coefficient of glass as SHGC numerical value)
(U - Window U-Factor)
(InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R))
- For Blinds: Assume medium color, half closed
For Draperies: Assume medium weave, half closed
For Roller shades: Assume translucent, half closed
(IS - Insect screen: none(N), Full(F) or Half('/2))
(Ornt - compass orientation)
1 ^r.
Version 8
EnergyGauge® / USRCZB v5.1 Page 3
Residential System Sizing Calculation
Summary
Kreuter Project Title:
1111 NE 9th Terrace Kreuter Residence Expansion
Miami Shores, FL
Master Bedroom Addition
6/10/2017
Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(7 ft.) Temp Range(L)
Humidity data: Interior RH 50%
Outdoor
wet bulb 77F Humidity difference 56 r.
Winter design temperature(TMY3
99%) 49
F
Summer design temperature(TMY3 99%) 92
F
Winter setpoint
70
F
Summer setpoint
75
F
Winter temperature difference
21
F
Summer temperature difference
17
F
Total heating load calculation
6077
Btuh
Total cooling load calculation
9600
Btuh
Submitted heating capacity
% of calc
Btuh
Submitted cooling capacity % of calc
Btuh
Total (Electric Heat Pump)
100.0
6077
Sensible (SHR = 0.75)
120.5
7034
Heat Pump + Auxiliary(O.OkW)
100.0
6077
Latent
62.3
2345
Total Electric Heat Pump)
97.7
9379
WINTER CALCULATIONS
Winter HPatinn I nad (fnr rM cnffl
Load component
Load
Window total
9
sgft
189
Btuh
Wall total
567
sgft
1501
Btuh
Door total
84
sgft
811
Btuh
Ceiling total
530
sgft
297
Btuh
Floor total
530
sgft
1239
Btuh
Infiltration
88
cfm
2040
Btuh
Duct loss
0
Btuh
Subtotal
6077
Btuh
Ventilation
0
cfm
0
Btuh
TOTAL HEAT LOSS
6077
Btuh
Summer Conlinn I oad (for 530 snff)
Floors(20.4%j
Doors(13.4%
SUMMER CALCULATIONS
Load component
Load
Window total
9
sgft
624
Btuh
Wall total
567
sgft
1215
Btuh
Door total
84
sgft
1236
Btuh
Ceiling total
530
sgft
650
Btuh
Floor total
0
Btuh
Infiltration
88
cfm
1651
Btuh
Internal gain
460
Btuh
Duct gain
0
Btuh
Sens. Ventilation
0
cfm
0
Btuh
Blower Load
0
Btuh
Total sensible gain
5837
Btuh
Latent gain(ducts)
0
Btuh
Latent gain(infiltration)
3363
Btuh
Latent gain(ventilation)
0
Btuh
Latent gain(internal/occupants/other)
400
Btuh
Total latent gain
3763
Btuh
TOTAL HEAT GAIN
9600
Btuh
t1NMURL I
-.�
Doors(12.9%)
Infil. (52.2�io)
egos
•
• *see
••••go
00*0
•
Ce ings(4.9%)
: :**so*
1 ows . %)
••e••
••
•• • ••
•gg•es
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•
•
•
e •
•
•
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g gee
•
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•
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Walls(12.7%)
Ceilings(6.8%)
Windows(6.5%)
Latent int(4.2
Int.Gain(4.8%)
EnergyGauge® System Sizing
PREPARED BY:
DATE: C.01 i,L
EnergyGauge(@ / USRCZB v5.1
J
Design Wind Pressure for WINDOWS / DOORS
MEAN ROOF HEIGHT <= 60 Feet
Mean Roof Height: h := 16•ft Z := h
Wind Code: ASCE 7-10
Risk —Category = " H"
L_ Basic wind speed: v = 175•mph
Kd = 0.85 Kzt:= 1.0
Exposure category = "C"
Enclosure —Classification = "Enclosed Building"
GCpi = 0.18
1 :•
qZ := 0.00256•KZ•Kzt•Kd•v2•psf qZ = 57.3•psf
LEAST HORIZONTAL DIMENSION L := 23•ft
a mak(0.1•L),3•ft] a=3.0•ft
COMPONENT MEASUREMENTS AND EFFETIVE SPAN
max(W idthi , Heightj 1
Effective_wdth.:= ma min(Width.,Heigh. ,
\ / 3
MARK.:_
i Width. = Heighj _
"WOI"
18 in 72 • in
"W02"
36 36
"DO 1 "
36 80
GCp ZONE 4 & 5 (+ve)
....
......
......
......
......
.. ••
go
Effective wind Area := Width . -Height.
Effective_wdth. = Effective —wind —Area = Zone
_
24.00 • in 9.00 • ft2 4
36.00 9.00 4
36.00 20.00 5
GCp Zone 4 (-ve) GCP Zone 5 (-ve)
2of3
9
MARK.
i A. = GCp_p45. = GCp_n4. = GCp_n5. _
! "WO1"
9.00 ft2.00 1.00 -1.10 -1.40
W02 9.00 1.00 -1.10 -1.40
"DO 1 "
20.00 0.95 -1.05 -1.29
PRESSURES (ULTIMATE)
Zone 4 Zone 5
MARK.
ZONE. = A. = P4pj = P4n. = P5pj = P5n. _
"WO1"
4 9.00 ,2.00 67.7 •Psf -73.4 'Psf 67.7 •Psf -90.6 •Psf
W02 4 9.00 67.7 -73.4 67.7 -90.6
"DO 1 "
5 20.00 64.6 -70.4 64.6 -84.5
PRESSURES (WORKING STRESS)
Zone 4 Zone 5
MARK.:_
ZONE. = A. = P4pj = P4n. = P5pi = P5n. _
"WO1"
4 9.00 2.01 40.6 'Psf -44.0 'Psf 40.6 'Psf • �'5. 4 •Psf
11tj ]02" ft r • • • • : •
4 9.00 40.6 -44.0 4P.6 .-5�•4 '.
DO 1 5 20.00 38.8 -42.2 3$ti8+, • • • 581.7
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COVER SHEET
Structural Calculations
WIND PRESSURES ON DOOR / WINDOWS
1111 NE 94 TERR
MIAMI SHORES, FL 33156
GUILERMO GONZALEZ
AR13960
1 of 3
Ordered By:
South Florida r •
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29.65'
270' • • • • • •
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ASPHALT
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N
N.E. 91s+ TERRACE
h
N
28' ASPHALT PAVEMENT
Accepted By:
Property Address:
Notes: NO NOTES
1111 N.E. 91 Terrace ,
Miami Shores, FLORIDA 33136
SURVEYOR'S CERTIFICAT.ON:IHERBY THAT THIS BOUNDARY a'URVEYISATRUE AND
M.E. Land Surveying, Inc.
CORRECT REPRESENTATION OF
EDUN.^.c'}iMYDIR� TION. THIS COMPLIES
y 9a
i
WITH THEM INIMUMTECHN
PROFESSIONAL LAND SUR' C A�Yr°I[S
FORTH BY THEsrATEOFFLORIDABOARDOF
17 THROUGH 5.1-t7-05Z FLORIDA
10665 SW 190th Street
y�
ADMINISTRATIVE CODE PUR ; it /§�f
ATUE5.
Suite 3110
ME LAND
SIGNED
L
FOR THE FIRM
Miami, FL 33157
EFRAIN LOP FLOR A
Phone: (305) 740-3319
STATE OF FL
P.S.M. No. 6792
Fax: (305) 669-3190
-=
NOT VALID WITHOUT AND AUTHEN
IC SIGNATURE AND AUTHENTICATED
LB#: 7989 '
ELECTRONIC SEAL AND/ORTHISMAPIS VAUD
WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A LICENSED SURVEYOR AND MAPPER.
Survev #:B-14739
Client File #: 152077MB
Pan 1 of 2 Not valid without all Daees
M
Surveyor's Legend
PROPERTY LINE
�^: v
ye,.
STRUCTURE
fND FOUND IRON PIPE B.R. BEARING REFERENCE TEL. TELEPHONE FACILITIES
/
® CONC. BLOCK WALL
PIN AS NOTED ON PLAT 6 CENTRAL ANGLE OR DELTA U.P. UTILITY POLE
—X—X— CHAIN -LINK FENCE OR WIRE FENCE
LB/ LICENSE / - BUSINESS R RADIUS OR RADIAL E.U.B. ELECTRIC UTILITY BOX
—// --- //— WOOD FENCE
Lsf LICENSE / - SURVEYOR RAD. RADIAL TIE SEP. SEPTIC TANK
--O—O— IRON FENCE
CALC CALCULATED POINT N.R. NON RADIAL D.P. DRAINFIELO
— — — — EASEMENT
SET SET PIN TYP. TYPICAL A/C AIR CONDITIONER
- — CENTER LINE
A CONTROL POINT I.R. IRON ROD S/W SIDEWALK
® WOOD DECK
CONCRETE MONUMENT I.P. IRON PIPE DWY DRIVEWAY
j
BENCHMARK N&O NAIL R DISK SCR. SCREEN
CONCRETE
ELEV ELEVATION PK HAIL PARKER-KALON NAIL GAR GARAGE y/
® ASPHALT
P.T. POINT OF TANGENCY D.H. DRILL HOLE ENCL ENCLOSURE
P.C. POINT OF CURVATURE Is WELL N.T.S. NOT TO SCALE
BRICK / TILE
P.R.Y. PERMANENT REFERENCE MONUMENT ® FIRE HYDRANT F.F. FINNISHED FLOOR
WATER
®
P.C.C. POINT OF COMPOUND CURVATURE ® M.N. MANHOLE T.0.8. TOP OF BANK
P.R.C. POINT OF REVERSE CURVATURE O.H.L.OVERHEAD ONES E.O.W. EDGE OF WATER
APPROXIMATE EDGE OF WATER
P.O.B. POINT OF BEGINNING TX TRANSFORMER E.O.P EDGE OF PAVEMENT
P.O.C. POINT OF COMMENCEMENT CATV CABLE TV RISER C,V,G, CONCRETE VALLEY GUTTER
COVERED AREA
fee*
P.C.P. PERMANENT CONTROL POINT W.M. WATER METER B.SB.S.L.BUILDING SETBACK LINE
• -@10 • • TREE• • • • • • •
M FIELD MEASURED P/E POOL EQUIPMENT S.T.L.SURVEY TIE LINE
•:� POti01111: OLS • • •
P PLATTED MEASUREMENT CONC. CONCRETE SLAB CENTER LINE
• �j• • CAVCN 0. • • • • • •
0 DEED ESMT EASEMENT R/W RIGHT-OF-WAY
:r8m, • COUNTIP UTILITY EASEMBI•r• • • •
C CALCULATED D.E. DRAINAGE EASEMENT P.U.E. PUBLIC UTILITY EASEMENT
•LE./E.E.• INq?N5A(•L=:RES5 EA6S&&*••
LM.E. LAKE OR LANDSCAPE "MT. ESMT. L.B.E. LANDSCAPE BUFFER EASEMENT C.M.E. CANAL MAINTENANCE EASEMENT
• • • •
•U.E.• UTILIf?EASESIENT 0000
R.O.E. ROOF OVERHANG EASEMENT L.A.E. LIMITED ACCESS EASEMENT A.E. ANCHOR EASEMENT
••••• • •• ••••••
•
Property Address: ..,•..
General Notes:
000000 • • • ;
1.) The Legal Description used to perform this survey was supplied by others.
1141 N.&. 91 7e*rraceL
This survey does not determine or is not to imply ownership
• •
• •! • • • •
Miltml Shores, LORIDA 3�:1
2.) This survey only shows above ground improvements.
F
Underground utilities, footings, or encroachments are not located on this survey map
3.) If there is a septic tank, well, or drain field on this survey,
Flood Information'
'
the location of such items was shown to us by others and the information was not verified.
4.) Examination of the abstract of title will have to be made to determine recorded instruments, if any, effect this prop
Community Number: 120652
erty.The lands shown herein were not abstracted for easement or other recorded encumbrances not shown on the pl
Panel Number: 12086CO306L
at
SUFFIX' L
5.) Wall ties are done to the face of the wall.
'
6.) Fence ownership is not determined.
Date of Firm Index: 09/11 /2009
7.) Bearings referenced to line noted B.R
Flood Zone' AE
8.) Dimensions shown are platted and measured unless otherwise shown.
Base Flood Elevation' 8
9.) No identification found on property comers unless noted.
10.) Not valid unless sealed with the signing surveyors embossed seal.
Date of Field Work: 02/25/2016
11.) Boundary survey means a drawing and/or graphic representation of the survey work performed in the field, coul
Date of Completion' 02/26/2016
d be drawn at a shown scale and/or not to scale
12.) Elevations if shown are based upon NGVD 1929 unless otherwise noted
13.) This is a BOUNDARY SURVEY unless otherwise noted.
14.) This survey is exclusive for the use of the parties to whom it is certified. The certifications do not extend to any u
nnamed parties.
15.) This survey shall not be used for construction/permitting purposes without written consent from the land
surveyor who has signed and sealed this survey.
Legal Description:
Lots 14 and 15, Block 1, WATERSEDGE, according to the Plat thereof, as recorded in Plat Book 9, at Page 141, of
the Public Records of Miami -Dade County, Florida.
Printing Instructions:
Certified To:
While viewing the survey in any PDF Reader, select the File
Andrea Kreuter and Uwe Kreuter
Drop -down and select "Print". Select a color printer, if available;
South Florida Title Group, Inc.
or at least one with 8.5" x 14" (legal) paper.
Old Republic National Title Insurance Company
Select ALL for Print Range, and the # of copies you would like to
its successors and/or assigns as their interest may appear.
print out.
Under the "Page Scaling" please make
sure you have selected
Please copy below for policy preparation purposes only:
"None".
Do not check the "Auto -rotate and Center" box.
This policy does not insure against loss or damage by reason of the following
Check the "Choose Paper size by PDF" checkbox, then click OK
exceptions: Any rights, easements, interests, or claims which may exist by reason
to print.
of, or reflected by, the following facts shown on the survey prepared by_
EFRAIN LOPEZ dated 02/26/2016 bearing ,lob # B-14739 :
a. NO NOTES
M.E. Land Surveying, Inc.
10665 SW 190th Street, Suite 3110 Miami, FL 33157 -
ME LAND
ME LAND
kz_ Y
Phone: (305) 740-3319
Fax: (305) 669-3190
LB#: 7989 _
s
Survev #:B-14739 Client File #: 152077MB Page 2 of 2 Not valid without all Dees
o•o•
'
COVER SHEET
• •'
....
Structural Calculations
•••�••
•
.. .
.00 ,
KREUTER RESIDENCE
RESIDENCE
AT
1111 N E 91 Terrace, Miami
Shores, FL
GUILERMO GONZALEZ
AR13960
1 of 11
CONTENTS
BEAM B1 DESIGN
3
FOOTING F2.5
5
WALL FOOTING
10
GU ILERMO GONZALEZ
AR13960
• •
• • •
•
3.....
2of11
f
131 (DESIGN / ANALYSIS)
DL := 30 x psf LL := 20 x psf 'Yconc 150 x pcf ....
Beam dimensions � •
b 8x in h 12x in ( ) G o •
0•••
.
Span := 8 x ft Tributarywidth — 5 x ft
=—
lb '
Beam weight .= b x h x 'Yconc = 100 lb 0.0 0 0 0
.
ft
Weight blocks := 55 x lb Blockhei t 4 x ft '..'•:
DLblocks Weight —blocks x Blockheight = 220 ft
wu := 1.2 x (DL x Tributarywidth + Beam weight + DLblocks) + 1.6 x (Tributarywidth x LL) = 724 ft
2
Mu := wu x Spy = 12 3861.3lb x ft b = 8 x in h = 12 x in d := 9.8 x in
Vu .— wu x Span _ 2896lb
2
fc = 3000 x psi 60000 x psi Cover := 1.5 x in
Mdesign = 3861.3lb x ft
fc = 3000 x psi fy = 60000 x psi
F 0.85 if fc <— 4000 x psi R1 = 0.85
R <— 0.65 if fc > 8000 x psi
fc — 4000 x psi
F � <-- 0.85 — 0.05 x C otherwise
1000 x psi
LIMITS FOR REINFORCEMENT RATIO (p):
Pb 0.85 x fc x 1 x 87000 Npb = 0.0214
fy 87000 +
psi J
pmax ' 0.75 x pb Amax = 0.016
200 0.0033
pmin_1 '_ � pmin_1 =
psi
3 x fc x psi
pmin_2 '= pmin_2 = 0.0027
fy
Amin min(pm) Amin = 0.0027
USING p = 0.5*pb p := 0.5 x Pb
j):= 0.9
pm '_ (pmin_1 pmin_2
p = 0.0107
d':= 2.1 x in
3of11
I
0.85 x fc Rn :— ` 2 J 11
pxfyx(1— 2 xpxml
Mdesign
Mn—required '_
bdd_required :_ Mn required —
Rn
m = 23.529 '
Rn = 560.737 x psi 'Ob = 0.9
.. .. . .. ......
....•• •
Mn required = 51.5 x kip x in •
bdd required = 91.8 x in ' . •
d bdd_required
min— b — 3.388 x in
SET DEPTH TO TENSION STEEL
d1:=9.8xin
if(dl < dmin, "ENLARGE SECTION", "O.K") _ "O.K"
Mn—required
Rnew 2 Rnew = 67.0 x psi
b x d1
2xmx
Rnew
p 1 x 1— 1— p=0.0011
infy
Check minimum reinforcing ratio:-
p3 ( Amin 1 pmin 2 p) pdesign ma+3)
Reinforcing: -
As pdesign x b x d 1 As = 0.261 x in
Select Bar Size to be used:-
pdesign = 0.0033
Bar— No := 5 Ab Bar No = 0.31 x in2
Amount —of bars := ma 2, ceil A
— Amount —of bars = 2
bBar No
Total —area := Amount of bars x Ab Total —area = 0.62 x in
— — Bar No
_ Total _area 0.0079
p bxd p
1
Check if pdesign < p > 0.75pb:-
v�J� �` 4 of 11
if(p < Pdesign, "NG" "OK" 1 = 11OK"
. .
•.
....
• •:
......
•:
• •
if(0.75 x pb < p, "NG" , "OK" 1 = "OK"
• • •. • •
if (p < Pmin, "NG" ,11OK1, _ "OK"
....
..
.....
.. ..
. ..
......
•
Check the nominal strength of the section:-
• • • • • •
•
. .
. .
......
Total area x fy
'
•..•
•
:••�•:
a:= — a= 1.824x in
...
0.85xfcxb
'
Mn_capacity:= Total —area x fy x Cd l — 2) Mn capacity = 330.6 x in x kip
Mdesign
Mn required ' 0 9 Mn required = 51.5 x in x kip
if (M < M , "OK" , "NG" "OK"
(Mn—required n_capacity, =
CHECKADEQUACY OF SECTION FOR SHEAR
Vc:=2x fcx lb xbxdl 4):=0.85
.2
in
VC = 8.588 x kip
V
i 8 x fcx lb x b x d l < — Vc, "ENLARGE SECTION" , "O.K" _ "O.K"
in2
� x VC
if Vu > , "ADD SHEAR REINF'T", "NO SHEAR REINF'T" _ "NO SHEAR REINF'T"
2
SHEAR REINFORCEMENT
SELECT BAR SIZE FOR STIRRUPS:- Bar_No := 3 Ab = 0.11 x in
Bar No
Amount —of Legs := 2 Av = Amount of Legs x Ab Av = 0.22 x in
— — — Bar No
SUMMARY
b=8x in d1 =9.8x in fc=3000x psi
Mdesign = 3.861 x ft x kip Vu = 2.896 x kip fy = 60000 x psi
Required —area —of tension steel = 0.261 x in
Tension reinft = "2 # 5 bars"
F2.5 (COLUMN FOOTING)
DESIGN OF COLUMN FOOTING: 1?V4%
L ( 5of11
Compressive strength of concrete: fc := 3000 x psi
Yield strength of reinforcement: 60000 x psi
Unit weight of soil: 7soi1 120 x pcf
Concrete density. -Yconc 150 x pcf
Allowable soil pressure: Qa 2000 x psf
Dead load: LL = 1.6 x kip
Live load: DL = 7.52 x kip
M := Okip x ft
LW
. .
....
......
•
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•
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E
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.
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.....
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•
• •
•
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O.G
• •
H�----
—�000000
•1
•
C••
PLAN OF FOOTING
ELEVATION
Column dimension: C := 8 x in
Overburden depth: Do := 12 x in
h:= 12x in
Shear strength reduction factor: (�s• •= 0.85
Bending strength reduction factor: (�b := 0.90
(a = 40 for interior column, 30 for edge column): a. 30
Qnet' Qa — h x 7conc — Do x 7s0i1 = 2000 x psf — 12 x in x 150 x pcf — 12 x in x 120 x pcf = 1730 x psf
Area := (LL + DL) — 5 272 x ft
2
Qnet
Lr Area = 2.296 ft
Set L: L := 2.5 x ft if(L >— Lr, "O.K" , "N.G... increase L") _ "O.K" S := L = 2.5 ft
Af := L x S = 6.25 x ft 2
P LL + DL = 9.12 x kip
4136.7624144 x lb
P 6 x M 0.45359237 6 x O x kip x ft
Pmax �_ — + _ + Pmax = 1459 x psf
SxL2 SxL2
if (Pmax < Qnet, "OK" , LNG") = "OK"
' bot11
. . .... ......
p1 :_ <— 0.85 if fc <— 4 x ksi
�••� •• �•; •,
...... .. . ......
R F- 0.65 if f > 8 x ksi
c R1 = 0.85
...:.. •
•.....
fc-4xksi
•..• . .• ....•
R E— 0.85 — 0.05 x otherwise
•
...... .. . .....
ksi
• •
.. .. . .• .•••••
•
•
0.85 x f c 87
:.. • :. ......
Pb .— 01 x x Pb = 0.0214
87+fyx(1 I
•. . •..� •
ksi)
p 0.5x Pb p=0.0107
px
w := w = 0.214
fc
R:= wx f x (1 —0.59x w) R=0.56x ksi
c
CALCULATE FACTORED LOAD & FACTORED LOAD INTENSITY:-
Pu := 1.6 x LL + 1.2 x DL = 11.58 x kip
CALCULATE THE NET ALLOWABLE SOIL BEARING PRESSURE
Qnet Qa — 7soil x Do — 7conc x h Qnet = 1730 x psf
L=2.5ft Lw 2.5ft Af=6.25x ft2
FACTORED LOAD INTENSITY: Qs Pu Qs = 1853.44 x psf
Af
CALCULATE EFFECTIVE DEPTH OF SECTION:
SET COVER: Cover := 3 x in
SET BAR SIZE: Bar No = 5
diaBar No = 0.625 x in Areagar No = 0.31 x in2
diaBar No
d h— Cover — — d=8.7x in
2
SHEAR CAPACITY (BEAM ACTION): -
BEAM ACTION (at d from support face):-
Lw
C
Vu— ABCD := Qs x — — d x Lw Vu— ABCD = 893 lb
2 2
Vu_ABCD
Vn_ABCD ' Vn_ABCD = 1051 lb
s
Vc_ABCD_available := 2 xFcxx L`,�, x d VcABCDavailable=
285501b
if (Vn ABCD > Vc ABCD available, "N.G... Increase h" , "O.K.") _ "O.K."�
7of11
TWO-WAY ACTION (at d/2 from support face):-
0000
000 • •
.0.0".:.0".0
. ••••••
Vu—EFGH:= Qs xILW(C
2 2
+ d)
Vu—EFGH = 8000lb
•
..0
....
. .. ... ..
• •
Vu
.....EFGH
.. . ......
Vn—EFGH :_ -- Vn—EFGH = 9411 lb
....
.. ' ..
. ....
s
:*0:0:
Perimeter of failure zone EFGH :- bo :_ (C + d) x 4 bo = 66.75 x in
0
0 • * 0 0 •
0
. .
••••••
•"
SHEAR CAPACITY (TWO-WAY ACTION):-
lb
Vc1:=6x fx xboxd
in
of x d 1Fcx
Vc2:b+
2
o
x x b Vc2= 187.5 x kip
lb
Vc3 := 4 x
x x bo x d
f
Vc3 = 127.048 x kip
2
m
V :_ (Vc 1 Vc2 Vc3 )
Vc EFGH available := min(V) Vc EFGH available = 127.048 x kip
if(Vn EFGH �> Vc EFGH available, "N.G... Increase h" , "O.K.") _ "O.K."
w BENDING MOMENT CAPACITY: -
LW C
Moment am:- L — L = 0.917 ft
a a
2 2
L2
a
Bending moment:- Mu Qs x Lw x Mu = 19471b x ft
2
Mu
Mn Mn = 2163 lb x ft
�'b
Mn
0.06 x in
£,x0.9xd
x
a:= a=0.04x in
0.85 x fc x Lw
Ast := Mn Ast = 0.05 x in
y x (d 2)
Select Bar Size to be used: -
Bar No := 5 Area Bar -No = 0.31 x in2
A-,
Min —amount of bars := ceir(L — 2 x Cover) + 1l = 3
18 x in
8of11
u
As
Amount of bars := inceil , Min amount of bars
Amount of Hhls'T'�
— — AreaBar No — — —
— — 000009
•
Check maximum bar spacing:
• • • • • •
• •
""'
L = 30 x in Bar dia = 0.625 x in Cover = 3 x in
......
•
. .
. .
......
L — 2 x Cover — (Bar dia)
:=
S — - 11.688 x in
" •
"'
"•"'
actual Amount of bars — 1
if (Sactual < 18 x in, "OK"" , "NG..... ADD BARS." ) _ "OK""
Total area := Amount of bars x AreaBar No
Total_area 0.0036
p _ Lw xd p
Check minimum reinforcing steel: -
Amin p 0.002 if f <— 50.ksi
p 0.0018 if y = 60 x ksi
p 0.0018 x 60000 x ksi otherwise
Total area = 0.93 x in2
Amin = 0.0018
if(p < per, "N.G... Increase area of steel' , "O.K.") _ "O.K."
Check development length:-
kI :=Fin
lbkl = 7887.2 x psf
2
k := min(k2) k = 7887 x psf
Ld :_
Ld <— diaBar_No x y if Bar_No <— 6
25 x fc x
mlb 2
f
Ld <— diaBar —No x y otherwise
f c x in
2
m
SUMMARY: -
Compressive strength of concrete:
Yield strength of reinforcement:
Unit weight of soil:
Concrete density.
k2 k1 100 x lb
.2
in
Ld = 2.282 ft
fc=3xksi
f = 60 x ksi
7soil = 120 x pcf
7conc = 150 x pcf
9of11
••Y•
Goes
000000
Allowable soil pressure:
Qa = 2000 x psf
'
• • • •
•
•Y.•••
•
•• •
••••••
Dead load:
DL= 7.52 x kip
••••••
•
••••••
•
• Go.-
Live load:
LL = 1.6 x kip•
• • •
• • • • •
•
*00
Column dimension:
C = 8 x in
• • • •
• •
• • • • • •
Overburden depth:
Do = 1 ft
,•,,,.
•
•
Shear strength reduction factor.
(�s = 0.85
•'
*too
•
Bending strength reduction factor.
4b = 0.9
(a = 40 for interior column, 30 for edge column):
a = 30
Footing size:-
LW = 2.5 ft
Reinforcement (each way):
Bar No = 5 Amount of bars = 3
WALL FOOTING
Soil_bearing_capacity = 2 x kip
ft2
fc=3xksi
60 x ksi
lb
7conc 150 x —
ft3
Roof live load := 20 x lb
ft2
Roof_dead_load 30 x lb
ft2
Roof tributary_width := 11.2 x ft
F
H
L
f m ax
EXTERIOR WALL DEAD LOAD
Depth_tb := 12 x in Width tb := 8 x in
0
f2
f min
x1
H
x2
Weight_tb := Depth_tb x Width tb x 'Yconc Weight_tb = 100 lb
ft
Weight_blocks = 55 x lb
ft2
T
I-leight_blocks := 10 x ft
• • •
• •"
•
' •
.••Y•.
•. .
Y.Y.Y.
lb
••Y•1•
.
•
• • • •
Weight_blocks := Height x Weight
Weight_blocks = 550
• y •
• •
-blocks -blocks
ft
lbft
• 6 .
to
RoofLL := Roof live load x Roof tributary_width
RoofLL = 224
.• ••
. ••
•
lb
";'
'
Roof Roof dead x Roof tnbuta width
DL = ry
Roof = 336
DL
• �� •
-load
--
ft
•
••.••.
•
LOSS:
P RoofLL + RoofDL + Weight blocks = 1110 ft
' •:
x := 8 x in H= 20 x in h := 4 x in
W := 24 x in S := 12 x in
Af:= S x W Af = 288 x in
W
c:= c=12xin
2
S x W3
I. I= 13824.0 x in4
12
W W
el = -x el =4x in = 4 x in
2 6
P Pxelxc � W
p W
—+ xft=1.11x r:= el
r=8xin
3xr=24xin
A f I ft2 2
P Pxelxc W
ki p
.. _
f max := f <- — + x ft if el <
-
f max = 1.11 x
-
—
Af I 6
ft2
P
" fF- xft ifel=W
Af 6
W
f E- r t- - e l otherwise
2
P
j F x ft
3xrxS
2
H
lb
f footing := Icon x x ft
-
f footing = 250
-
12 x in
ft2
kip
f max + f footing = 1.36 x
-
-
ft2
if [(f max + f footing) > Soil_bearing_capacity, "ADD Transfer Bars" ," OK" ] _ " OK"
• Waft and Smog....
PO Box *3�0,3 16.0• 3071 $ $ Avenue •
MIAMI•DADE Miami Florida a33_0316 •
VERIFICATION FORM "';" T 3U5-6'65-747f ""
VALID WITHOUT A PAID INVOICE AND EXPIRES ONE YEAR FROM THE DATE ON FORM • • • • • •
ATOM—' ?90V D-8 INV#: 30567 FORM #: 201761556 DATE: • • • • 2/8/2617 • • ""'
....__...__.._.._.........._........_....._.--- - - * -- .,._ ' • • •
NAME OF OWNER: rKREUTER SFR / M2017005835 — --__.....__......__._.._......._..._.........____. so 00 0 00
. --- ----- --._..._.._._..._..__......._._._....._...._.__.._._..----........_........._._....._.........._...._._.__................_._._..._....__._...---------_- _-__ ...
PROPERTY ADDRESS: 1111 NE 91 TER • • •
PROPOSED USAGE /
NO. OF UNITS:
REPLACES: PREVIOUS
USAGE / NO. OF UNITS:
PROPERTY LEGAL:
ADDING 529 SF TO AN EXISTING 1,838 SF SFR TOTALING 2,367 SF PER 1/4 SCALE PARER PLA
• • .
0*4
SFR PER PTXA & CCB PREMISE 9781615200
5 53 42 WATERSEDGE PB 9-141 LOTS 14 & 15 BILK 1
•••
FOLIO NUMBER:
L 11-3205-001-0120 I
GALLONS PER DAY INCREASE:
PROPOSED FLOW:
2201 PREVIOUS SQUARE FOOTAGE:
1,838
❑ NEW CONSTRUCTION
PREVIOUS FLOW:
0 PROPOSED SQUARE FOOTAGE:
F 2,367
❑�/ INTERIOR RENOVATION
ADOPTED FLOW:
0 ❑d CRITICAL HABITAT
L....... _........ ---............ .... .
SEWER ONLY
THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES HAVE A(N) 4 INCH
WATER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT
PROPERTY, (OR, IF "WILL HAVE", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF WATER FACILITIES
BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID # N/A) SUBJECT TO PROHIBITIONS
OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF WATER SUPPLY OR
WITHDRAW
Uliarn Hurtado - New Business
BRepresentative
Y'
MATURE OF IkEPRESENTATIVE AUTHORIZED BY
NEW BUSINESS COMMENTS
._...._..........._.._......_....._....._....._........._......__...---- --- ------.._..__._....--- .._._..__ _....
NNI VF=$60.00 TOTAL=$60.00 5/8 METER ONLY DUE TO 4" WATER MAIN & IF NEW
SERVICE REQUIRED ON OWNER'S EXPENSE ALLOW 8 TO 10 WEEKS
THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES NOT HAVE A(N) _ -_ INCH
GRAVITY SEWER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE
THE SUBJECT PROPERTY, (OR, IF "WILL HAVE", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF SEWER
SEWER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID # N/A).
SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS
OF SEWAGE DISPOSAL. FURTHERMORE, APPROVAL OF ALL SEWAGE FLOWS INTO THE DEPARTMENT'S SYSTEM MUST
BE OBTAINED FROM .E.R.M. THE ANTICIPATED DAILY WATER AND/OR SEWAGE FLOW FOR THIS PROJECT WILL BE: NO
;AL,&;NCREASLON
Llliam Hurtado - New Business
Representative
SIGNATURE 4 REPRESENTATIVE AUTHORIZED BY
NEW BUSINESS COMMENTS:
Subject to RER terms & conditions set forth in Consent Decree (Case No.1:12-CV-24400-FAM)
or DOH Onsite Sewer Treatment & Disposal Rules & Statutes
THIS VERIFICATION LETTER CERTIFIES THE AVAILABILITY OF A WATER AND/OR SEWER MAIN ONLY, AND IT DOES NOT
GUARANTEE THE EXISTENCE OF A WATER SERVICE LINE OR OF A SEWER LATERAL WITH SUFFICIENT DEPTH TO SERVE THE
PROPERTY. FOR ADDITIONAL INFORMATION CALL 786-268-5360. SHOULD IT BECOME NECESSARY TO INSTALL A SERVICE LINE
AND/OR A SEWER LATERAL WASD REQUIRES THAT THE DEVELOPER RETAINS SERVICES FROM DESIGNERS AND
CONTRACTORS WITH SKILL SETS FOR DESIGNING, BUILDING AND CONNECTING TO PUBLIC WATER AND SEWER SYSTEMS.
CONTACT NAME: GUS SCHNEIDER Printed On: 2/8/2017 NB: Liliam Hurtado
CONTACT PHONE: 305 -5 11 3:00:53 PM PR:
-11,1111,11
AUTHORIZED BY:
•
Lis
,SNRS►,��
Miami Shores Village
,
Building Department
10050 NE 2nd Ave.
R
Miami Shores, FL 33138
305-795-2204 / Fax 305-756-8972
NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL
INSPECTOR UNDER THE FLORIDA BUILDING CODE.
I (We) have been retained by to perform special inspector services under the Florida
Building Code 5th Edition (2014) and Miami Dade County Administrative Code at the
project on the below listed structure as of (date). I am a registered
arch itect/professional ngineer licensed in the State of Florida.
Process Number: 6-
VSpecial Inspector for Reinforced Masonry, Section 2122.4 of the FBC 5th Edition (2014)
_ Miami Dade County Administrative Code, Article II Section 8.22 Special Inspector for
Trusses > 35 ft. long or 6 ft, high
,jeel Framing and Connections welded or bolted
Soil Compaction
_ Precast Attachments
_ Roofing Applications, Lt. Weight. Insul.Conc.
_ Other
Note: Only the marked boxes apply.
The following individual(s) employed by this firm or me is authorized representative to perform
inspe tion*
1. � V L-I0 , 7 Aiactl'iZ 2.
3. 4.
*Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by
education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a
professional engineer or architect: graduation from an engineering education program in civil or structural engineer gg;.
graduation from an architectural education program; successful completion of the NCEES Fundamentals Examinatlol;.'
or registration as building inspector or general contractor. .' • 0 : 0 •
I (we) will notify the Miami Shores Building Department of any changes regarding authar,zO:J Personnel •
performing inspection services.
.•••.
I (we), understand that a Special Inspector inspection log for each building must be display�Opja ..
convenient location on the site for reference by the Miami Shores Building Department Invec1dr. All: ' • •'
mandatory inspections, as required by the Florida Building Code, must be performed by tie. Xiagii Shores •
Building Department .Inspections performed by the Special Inspector hired by the owner Ire 1 additio # to o •
the mandatory inspections performed by the department. Further, upon completion of work under each•
Building Permit, I will submit to the Building Inspector at the time of the final inspection fhe co4pletedo • • . ;
inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and 00
professional judgment those portions of the project outlined above meet the intent of the Florida Building
Code and are in substaplial accordance with the approval plans.
Signed and
Date:
Engineer/Architect
Name (2ALr--?—
Print ,�+,
Address qc� Soi 1C.) Z'Ayt
M
--
COElNTY
i4IIA111I-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SIV 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADIIINISTRATION DIVISION T (786) 315-2590 F (786) 3I5-2599
NOTICE OF ACCEPTANCE (NOA) wnvw.miamidade.zL11economy
American Skylights, Inc.
525 113i4 Street
Arlington, Texas 76011
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in
Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or
material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of
such -product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined
by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Models CMD-100 and SFD-100 Polyearbonate Double Domed Aluminum Skylights
APPROVAL DOCUMENT: Drawing No. CMD-100 and SFD-100, titled "CMD-100 Dade-100 Curb
Mount", sheet 1 of 1 and "SFD-100 Dade-100 6" Self -Flashing", sheet i of 1, prepared by American
Skylights, Inc., dated 0510712014, signed and sealed by Richard Boyette, P.E., bearing the Miami -Dade
County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the
Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL ofthis NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official. 0 • • • •
This NOA renews NOA # 09-0316.02 and consists of this page 1 and evidenee:pag•$-1, as MIras appf6l;lt
.•
document mentioned above. , • -
..... .. . ......
The submitted documentation was reviewed by Carlos M. Utrera, P.E. 000000
•
• • • • • • 1�0l;Ne 14-0522.06
MIAMt•DADB COUNTY
•j,ajgilationRate; July l,;pH
AAWVal D4ef Adgust 7,;pjg•
/ -'...... Pagel
. .
American Skvlights, Inc.
NOTICE OF ACCEPTANCE:. EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. CMD-100 and SFD-100, titled "CMD-100 Dade-100 Curb Mount", sheet 1 of 1
and "SFD-I00 Dade-100 6" Self -Flashing", sheet 1 of 1, prepared by American Skylights,
Inc., dated 05/07/2014, signed and sealed by Richard Boyette, P.E.
B. TESTS "Submitted under NOA # 09-03I6.02"
1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94
along with marked -nip drawings and installation diagram of Series/Model SFD-100
and CMD-100, polycarbonate double domed skylights, prepared by Architectural
Testing, Inc., Test Report No. 81599.01-801-18, dated 10/03/2008, signed and sealed by
Joseph A. Reed, P.E.
C. CALCULATIONS
1. Anchor calculations prepared by Rick Boyette Consulting, Inc., dated 05/07/2014, signed and
sealed by Richard Boyette, P.E.
"Submitted under NOA # 09-0316.02"
2. Anchor calculations prepared by Rick Boyette Consulting, Inc., dated 02/17/2009, signed and
sealed by Richard Boyette, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 12-0605.05, issued to Bayer MaterialScience LLC (MA), for their
Makrolon Polycarbonate Sheets, approved on 12/06/2012 and expiring on 08/27/2017.
F. STATEMENTS
1. Statement letter of code conformance to 2010 FBC issued by Rick Boyette Consulting, Inc.,
dated 05/07/2014, signed and sealed by Richard Boyette, P.E.
2. No financial interest letter issued by Rick Boyette Consulting, Inc., dated 05/07/2014,
signed and sealed by Richard Boyette, P.E.
..•;.. Carlds'M.Utrerif,'P%!•
•'' Woduct Coiftrol F.xaNgcr.
.••••. NVArQo14-OS12.060
Yap ration Tate! July 1=20fI.
AT. oral Dare August 7l 16M • •
E-1
. • . . ......
0
:Goo*:
I
r ..t
:MD-100 4896 CMD100
1) A9 Aluminum Comore To Be Mitered & Welded,
2) Curb Stall Have A Minimum Clear Distance Of 4' Between lower End Of
Lip Angle Arad Roof Substrate•, For Single And Non Insulated Bur with Gravel
Finish. For Tde Roof Add The Tile Height To The 4' M•mimum Distance.
Weep Was located at all four comers: Minimum .25' Opening
4 AO units equal to or less than 32 sgaure feet shall be accepted under
this NM
U*," Pa0<•e—b aver Dave (.1251
gia Ne. ae-angle)
lwrwe ►abereoael. k— Dee» 612n
om Na. as-as¢e te)
.125' X 2" X 2' T6053 Et. Alum,
Retaining Angle 6063-TO
Fattener /10 x ,375' —
Hexhead S.S. Screw
'j
4' From Comer 5/8I
Ae 6' O.C. 1
i
Min. 1/4' x 2' Hex Head Screw
e Fran C— At 12" 00
- Dow 7e6
sidlon M
Sealant
/8" x 3/6" Foam Glazing Tape
Dow Car. 705
Swlontt I �saon
MoxXoof Opentnt = 46' x 96'
Fastener #10 x 1.75' I
Nexheod S.S. Screw
W/ Neoprene Bonded Washer
k (4" From Corner - 12" O.C. Thereafter)
1/4' Weep Holes
_ (All 4 Comers)
Curb
---- (By Others)
4' Nnlnun
Roof Deck
/ (By Others)
Roof Deck And Roof
WtOu txt NFJt1YeG s` Pr •'�1N 5E
. wais, eeea UZ';`�� ese •`•�`��':.
Framing Are By Others.
Detail Shows Suggested
Nesstie n2 a.
�srttetr" A% �c t •;w
9
Construction Only
y
o°e°r APPROVEj3 4AY °dL2�(�`•'���:
M
Richard Boyetts, FL PE #42485
Revision, 5/7/2014
MODEL: CMD- SSIO
ruuuua
Rick Boyette, Consulting Inc CDA
39707
BRW9- CND-100
DADE-100 CURB MOUNT
4031 Coconut Blvd
Royal Palm Beach FL 33411
AMERICAN SKYLIGHTS
CODE- FBC 2010
DESIGN PRESSURE = 100 pof +-
561-790-5766
Phone: 855.772.7401 Fax: 855.445,7282
Sheet 1/1
SKYLIGHT ID - 61.75" x 99.75'
• •
••••
••••••
••••••
•• •
••••••
•
••••
• ••
•••••
•
••••••
•• •
•••••
•• ••
is••
••••••
•
• •
• •
••••••
• 0 0 0 • 0
1) All Alurrdnlan Corners To Be Mitered & Welded.
2) Curb Shall Haw A Minimum Clear Distance Of 4" Between Lower End Of
Up Angle And Roof Substrate; For Single And Non Insulated Bur with Gravel
Finish. For Tile Roof Add The Tile Height To The 4" Minimum Distance.
3) Fastener* by others. Minimum #10 x 1.5" with pentration Into roof deck
not less than 1'. Prepunchad holes are located 3' from each comer and
maximum 12" on center.
4 Weep holes located at a0 four comers. Minimum .25' Opening
5 All units equal to or lees than 32 egaurs feet shall be accepted under
this NOA.
Mohrolon Polyrwhvewb coder Dome (.1267
0m No. 0e-002e.16)
Malaalon Popco low Do(.123)
(NOA tta 06-0s26�.15) me
Fastener r10 It 1.75-
Huheod S.S. Screw
W/ Neoprene Bonded Washer
(4' From Comer - 12' O.C. Thereafter)
aox�
.050" X 1.5" X 2.375' T0053 Ed. Alum.
RetafNng Angle 6053-TO -�-
1/8' It 3/8' Foam Glazing Tape
Fastener 110 x .375"
Hexhead S.S. Screw
4" From Comer 1/4' Weep Hdes/
O 6" O.C. (M 4 Oomani)
Medd WO-100 d", if.. dYewne
4' even war yp to row sudwn
rlmWar« t �
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veld the 5k height and hxwoaen
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� 3"
6- Ukkn u to the 4' mlydmm.
J' Ma{FIINGE
Min. 1/4" x of HtHatHeadScre Head Screw
Prepunehed hobs located
Roof Deck
/ (By Others)
J- can scab awnw
Mednwm 12" 0. cawta.
/J
Max.Roor ap-M w 46' It 96'
�`'"OOYErTTE'r4.,�
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Froming Are By Others.
Detail Shows Suggested
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Construction
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RBoyette PE N42485
REVISRHh 5/7/2014
MODEL Sr rr SIOtLP
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#9707
DRWei SFB-100
DADE-100 6" SELF FLASHING
4031 Coconut Blvd
Royal Pain Beach FL 33411
CODE- MO FBC
DESIGN PRESSURE - 100 pef +-
561-790-5766
AMERICAN SKYLIGHTS
rrs IM77LM r-•nusrm
Sheet 1/1
SKYLIGHT ID - 48' x 96"
• •
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Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (30S) 762-4949
BUILDING
PERMIT APPLICATION
❑BUILDING ❑ ELECTRIC ❑ ROOFING
NO 0 2017
L, ,y
4.
S
FBC 20 i l4.
Master Permit No. 26�
Sub Permit No.
❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: I I it A)s, ! i r c R
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: /i' 3 to-T— 0 0) + O / Z. �/ Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): A%dd1Lg c-,ee,jPm_ Phone#:
Address: l i (I */ jE of r %E V_
City: Sih.!!!!!.c W ✓" % State: Zip:
Tenant/Lessee Name: 1-".—.A- —1 �, 0, LoZ Phone#:_
Email:
CONTRACTOR: Company Name: (zC-w -'-' �`� �c�Cn 7 f% dri Phone#: 3 / S S Y ^
Address: % << It 4t Z e
City: A 4 : State: Zip: wit
Qualifier Name: /V E ��e v, �' ��-, c/�— Phone#:
State Certification or Registration M C5C-1 !r! O t9'5 V Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ l� a Square/Linear Footage of Work:
Type of Work: V Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: S �'� 1�. w► �tt: 4> SS L S
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee $,
Structural Reviews $(� "
Training/Education Fee $
Double Fee $
Bond $
TOTAL FEE NOW DUE $ 9 f - jD
(Revised02/24/2014)
1 ,- 00"4
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be i1pproved and a reinspection fie ' ill be charged.
Signature Signature
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this
36 day of 20 Li by
,n
1 VWv-C4 LkII- -140- , who is personal) nown to
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
The foregoing instrument was acknowledged before me this
d day
'offI �dK�t 20 1) by
ItAP!!!�✓AL—who is personally known to
as me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign: Sign:_
r
Print: / A1,4 Print:
Seal: `..e MARTA HERNANDEZ Seal:
' MY COMMISSION # 0GO05090
EXPIRES July 02, 2020
11407) 398-0153 FWWalloteryService.com I
###############################################################
APPROVED BY
Plans Examiner
Structural Review
(Revised02/24/2014)
MARTA HERNANDEZ
MY COMMISSION # GG005090
EXPIRES July 02, 2020
jA_#
as
Zoning
Clerk
TRUSS COMPANX INC.
Trusses & Building Materials
13980 SW 252 Street, Miami, Florida 33032
Telephone: (305) 257-1910 Fax: (305) 257-1911
www.decotruss.com
WARNING:
Extreme Care is required in Handling, Erecting and Bracing Trusses. Refer to .
TPI's "HIB-91 Summary Sheet", which is attached, to the engineering•package •
BUILDING DESIGNER (ARCHITECT or ENGINEER of Recorded) •••:••
It is your responsibility to determine that the dimensions conform to the architectural plans �Mdt t `pads ujitiz (jd
herein meet or exceed the actual Dead Loads Specified and /or imposed on your structure', bled Live LbadS •
imposed by The Building Code. PERMANENT BRACING shall be designed and specified by tAe bulling decignAr.
for the structural safety of the building. It shall be the responsibility of the building desig�ngr to indicate too
location and attachments for all permanent bracing as required by design analysis. The desi* arfd ()cation of all
bracing shall be such that they work together with other structural parts of the building (such Is shear."al", 0
portal frames, bearing walls, columns, beams etc.) to achieve total structural integrity 0RaA gent Bracing.
includes and is not limited to The Top Chord Plane, The Bottom Chord Plane and The Web Member Planes. TAL.:
Anchoring / Strapping of trusses to walls, beams, ledgers etc., shall be the responsibility of The Building Designer.
Truss to Truss Connections shall be The Responsibility of The Truss Manufacture. (Refer to Documents ANSI/TPI-
95 & WTCA-95 for further information)
TRUSS ERECTOR / INSTALLER (Builder)
The proper and safe erection of all the trusses is exclusively your responsibility. You are cautioned to seek
professional advice regarding the Erection / Installation and Bracing, which is ALWAYS required to prevent
toppling and dominoing. Top Chord, Bottom Chord and Webs shall be adequately braced, as per the attached
HIB-91 Summary Sheet. You are also responsible to refer to the Truss Placement Plan and The Engineering when
erecting Trusses, to insure proper placement. Not all trusses are symmetrical in loading and/or design. Proper
Placement and/or direction are always required. Check all Flat Truss to insure they are not installed UPSIDE
DOWN. Never cut or alter trusses in anyway. Never concentrate Building Materials, such as Plywood or Blocks on
installed Trusses.
Alterations to Trusses:
"The act of cutting or attaching any item that the truss was not originally designed for"
Trusses cannot be altered from the attached engineering designs, with out proper re -designing by a Florida
Registered Engineer. We highly recommend to our customers to use our engineer, however to our knowledge
there is no code that states you must use the engineer, who sealed the truss engineering and layout. However, it
is of the utmost importance that, any Florida Registered Engineer who takes the task of designing repairs to
trusses, should be extremely knowledgeable, not only in structural designs but also have experience designing
trusses. Should any alterations be made to our design or manufactured item, the engineer, contractor and
homeowner waive all warranties and liabilities by Deco Truss Company, Inc., its officers and engineer. All future,
questions regarding said structure and warranties will be held by the persons whom redesigned said trusses and
altered them.
ALWAYS REFER TO THE ATTACHED HIB-91 Summary Sheet
C ® Deco Truss Company, Inc.
13980 SW 252nd ST
TRUSS COMPANY, INC. Miami, FL 33032
Trusses & Building Materials
Tel: (305) 257-1910
Fax: (305) 257-1911
Re : 10289: Addition: Kreuter (JI)
Site Information: Project Customer:RAUSA BUILDERS Job Name Addition: Kreuter (JI)
Lot/Block: Subdivision :
Site Name:
Site Address: 1111 NE 91th Terrace,
Miami Shores St: FL Zip:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show
Special Loading Conditions):
Design Code: FRC2014ITP12007 Design Program: 7.61 Jan 29 2015 Roof Load: 55.019sf J31Qor Loatl: • • WA• •: •
Wind Code: Wind Speed: 175 mph • • • • • • •
This package includes 9 individual, dated Truss Design Drawings and 0 Addli iop'Y Drawings..
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and thie4vex sheet
conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engine@Fs Rules.• .... • •: • • •
.. .. .... ......
No.
Date
Truss ID#
Seal#
1
11/02/17
Al
2
11/02/17
A2
3
11/02/17
A3
4
11/02/17
AG4
5
11/02/17
CJ8
6
11/02/17
J2
7
11/02/17
J4
8
11/02/17
J6
9
11/02/17
J8
The seal on this index sheet indicates acceptance of professional engineering responsibility
solely for the truss design drawings listed above and attached.
Truss Design Engineer's Name: Mahmound Zolfaghari P.E.
License Number #: 36921 Address: 13901 SW 108 Ave, Miami, FL 33176 Mahmound Logfaecra* , .L.
Consulting �:ngire�r�
13901 S.W. 108 Ave.
Miami, Florida 33176
NOTE: The suitability and use of each component for any particular building is tone 305-253-2428 Fax 305-235-4248
responsibility of the Building Designer, per ANSI/TPI 1-1995 Section 2. Florida Professional Emzioeeririg License No.369
Special
Page 1 of 1 Engineers Name Date
Job
Truss
Truss Type
Qty
Ply
Kreuter (JI)
10289
At
Common
1
1b
Editio,
Reference (optional)
u�i,� irtumo �,urvirruvi uv�,., nniuuwu, r�oo�oc ........ ... .. ...... .... �,, .,,....... ....._ _..... .. , ..._.
I D:2yN bJ166B74g RSpzrCcsAVyjKOY-S8SdTFol8ygmPSTQ2gvFHpraWrxv7yOxzsHIXryNGId
6-9-0 13-6-0 20-3-0 27-0-0
6-9-0 6-9-0 6-9-0 6-9-0
Scale = 1:44.1
3.00 12
it 132415
3x8 = 3x8 11
8x10 II
3x10 M I2UHb=
3x4 =
4x6 =
4
• • •
•
•••••f ,J 29 16
• 202818 •••&Sit
• • 3x8 II • •
••••0ex1011 •
• 025-0-0 27-0-0
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
PLATES • • • • • • • •
?4D91
TCLL 30.0
Plate Grip DOL 1.33
TC 0.71
Vert(LL)
-0.31 8-10
>999
360
• MT20 •
TCDL 15.0
Lumber DOL 1.33
BC 0.52
Vert(TL)
-0.72 8-10
>447
240
• WIT20HS 187/143 • • • • •
• • • • • • • •
BCLL 0.0
Rep Stress Incr YES
WB 0.11
Horz(TL)
0.09 6
n/a
n/a
• #•
BCDL 10.0
Code FRC2014/rP12007
(Matrix-M)
Weight:116Ib Fi=O%
LUMBER -
TOP CHORD 2x4 SP M 31
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.2
WEDGE
Left: 2x6 SP No.2, Right: 2x6 SP No.2
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-6-5 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during
truss erection in accordance with Stabilizer Installation guide.
REACTIONS. (lb/size) 2=1493/0-8-0 (min. 0-1-8), 6=1493/0-8-0 (min. 0-1-8)
Max Horz 2=-76(LC 7)
Max Uplift2=-472(LC 4), 6=-485(LC 5)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2-12=-203/682, 12-14=527/228, 3-14=-2806/1485, 3-21=2465/1271, 4-21=-2394/1280, 4-22=-2394/1280,
5-22=2465/1271, 5-19=2806/1485, 17-19=-527/228, 6-17=-203/682
BOT CHORD 11-23=-634/211, 13-23=-634/211, 13-24=-342/693, 15-24=-342/693, 15-25=-1314/2631, 10-25=1314/2631,
9-10=1023/2093, 9-26=1023/2093, 8-26=-1023/2093, 8-27=-1314/2631, 20-27=-1314/2631, 20-28=-342/693,
18-28=342/693, 18-29=-634/211, 16-29=634/211
WEBS 4-8=-69/455, 5-8=-447/322, 4-10=-74/455, 3-10=-447/326, 12-13=-699/389, 14-15=-510/367,
13-14=-1294/684, 12-15=-566/1152, 17-18=-699/389, 19-20=-510/367, 18-19=1294/684, 17-20=566/1152
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=151t; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Exterior(2) -0-3-0 to 2-9-3, Interior(1) 2-9-3 to 10-6-0, Exterior(2) 10-6-0 to 13-6-0, Interior(1) 16-6-0 to 24-2-13 zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) All plates are MT20 plates unless otherwise indicated.
4) Plates checked for a plus or minus 0 degree rotation about its center.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 472 lb uplift at joint 2 and 485 lb uplift at joint 6.
6) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Mahmound Zolf"agh jr;, P '. .
Consulting Engineer:,
13901 S.W. 108 Ave.
;Miami, Florida 33176
Phone 305-253-2428 Fax M5-235-4248
Florida Professional Engine_,rin ? License No. 36921
Special Inspector Licomse i, � 4
Job
Truss
Truss Type
Qty
Ply
Kreuter (JI)
10289
A2
Common
2
1b
Editio:
Reference (optional)
DECO TRUoS COMPANY INC., Pnnceton, FL 33032 stun: r.atu s Jan Z9 2ulb Hnnt: t.blu s Jan 29 2u1a Mi I eK Inauslnes, inc. I nu rlov u. iu.owr Zu i r rage i
ID:2yNbJ166B74gR5pzrCcsAVyjKOY-wL00hbpwvGyd1c2ccYQUgl NhIFE4sOX5CW1r4HyNGlc
6-9-0 12-0-0 15-0-0 20-3-0 27-0-0
6-9-0 5 3 0 3-0-0 5-3-0 6-9-0
3x8 = 3x8 11
lx4 II
5x10 MT20HS
11
2-0 0 2r4�0
6-9-0
2-0-0 0-4-0
4-5-0
Plate Offsets (X Y)— [2:0-0-11 Edgej [2:0-0-11,Edge),
[2:0-1=
LOADING (psf)
SPACING-
2-0-0
TCLL 30.0
Plate Grip DOL
1.33
TCDL 15.0
Lumber DOL
1.33
BCLL 0.0
Rep Stress Incr
YES
BCDL 10.0
Code FRC20141TP12007
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.2
WEDGE
Left: 2x6 SP No.2, Right: 2x6 SP No.2
Scale = 1:45.2
4x8 = 4x4 =
3x4— — 3x4= 3x8= lx411 ••••••
• • • 3x8 II• •3�8• � •
• • • 5x10 MT20HS II •
•••••• • ••••••
•
•••• •• •• •••••
•••••• •••• •••••
15-0-0 20-3-0 • _ _ • 24-8-0 • _ Z¢40 27-0-0
CSI.
DEFL.
in (loc)
I/deft
L/d
PLATES • •�7�,
• • • • • •
TC 0.97
Vert(LL)
-0.23 9-10
>999
360
• MT20 •
24�4/90 • •
BC 0.65
Vert(TL)
-0.54 9-10
>602
240
MT20HS
187/143 • • • • • •
WB 0.15
Horz(TL)
0.08 7
n/a
n/a
000 • • • •
• }• • •
(Matrix-M)
Weight: 125 lb
F• = 0
REACTIONS. (lb/size) 2=149310-8-0 (min. D-1-8), 7=1493/0-8-0 (min. 0-1-8)
Max Horz2=-68(LC 7)
Max Uplift2=485(LC 4), 7=-498(LC 5)
BRACING -
TOP CHORD Structural woocr sheathing directly applied.
BOT CHORD Rigid ceiling directly applied or 6-3-1 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during
truss erection in accordance with Stabilizer Installation guide.
FORCES. (lb) - Max. Comp./Max. Ten. - Al forces 250 (Ib) or less except when shown.
TOP CHORD 2-15=143/635, 15-17=-591/331, 3-17=-2615/1499, 3-24=-2437/1488, 4-24=-2396/1498, 5-25=-2396/1497,
6-25=2437/1487, 6-22=-2616/1499, 20-22=-591/331, 7-20=142/635, 4-5=-2333/1509
BOTCHORD 14-26=-588/151, 16-26=-588/151, 16-27=-312/594, 18-27=-312/594, 18-28=-1339/2466, 13-28=-1339/2466,
13-29=-1339/2466,12-29=-1339/2466,11-12=-1339/2466,11-30--1263/2333,10-30=1263/2333,
10-31=-1339/2466, 9-31=1339/2466, 9-32=1339/2466, 23-32=-1339/2466, 23-33=-312/594, 21-33=-312/594,
21-34=-588/151,19-34=-588/151
WEBS 4-11=-38/313, 3-11=278/185, 6-1O=278/177, 15-16=-815/509, 16-17=-1250/710, 15-18=-568/1063,
20-21=815/509, 21-22=-1250/710, 20-23=568/1063
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wnd: ASCE 7-10. Vult=175mph (3-second gust) Vasd=136mph; HVHZ, TCDL=5.Opsf, BCDL=5.Opsf; h=15ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS
(envelope) and C-C Exterior(2) -0-3-0 to 2-9-3, Interior(1) 2-9-3 to 7-9-1, Extedor(2) 7-9-1 to 19-2-15, Interior(1) 19-2-15 to 24-2-13 zone, cantilever left and right
exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) Plates checked for a plus or minus 0 degree rotation about its center.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 485 lb uplift at joint 2 and 498 lb uplift at joint 7.
7) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Mahmound Zolfaghari, F.E.
Consulting Engineers
13901 S.W. 108 Ave.
Miami, Florida 33176
Phone 305-253-2428 Fa„ 3 ,15-235-4248
Florida Professional Engineering License No. 36921
Special Inspector Uc r
Job
Truss
Truss Type
Oty
Ply
Kreuter (JI)
t0289
A3
Common
2
1
lAdditio:
Job Reference (optional)
DECO TRUSS COMPANY INC., Princeton, FL 33032 Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries, Inc. Thu Nov 02 10:52:07 2017 Page 1
ID:2yNbJI66B74gR5pzrCcsAVyjKOY-wL00hbpwvGyd1 c2ccYQUg1 NhIFF3sNk5CW1 r4HyNGlc
6-9-0 10.0-0 17-0-0 20.3-0 27-0-0
6-9-0 3-3-0 7-0-0 3 3 0 6-9-0
4x8 =
3.00 12
4x6 It
Scale = 1:45.2
3x8 =
3x8 II
3x10 MT20HS=
—"'
" r • • • • • 3.8 II 3x8 =
5x10 MT20HS II
3x4 =
• • • • 5x 10 MT20HS II • • • •: •
•••••• • •r••••
•
•••••• •••• •••••
6-9-0
0.
17-0-0
,
20-3-0
•2-0-
Ilk. • •24-8-0 • ••••i0$q-0 27_n-n - .
2-0-024
3-3--0
-0-0
3-3-0
4-5-0 4102
Plate Offsets (XYL2:0.0.11Ede 2:0-0-11Ede
_
2:0-1-90-0-2 4:0-5-4 0-2-0 7:0-1-90-0-2 40-11Ede
7:0-0-11Ede
• • • • • • • •
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (Ioc) I/defi
L/d
PLATES • • • r.419
TCLL 30.0
Plate Grip DOL
1.33
TC 0.97
Vert(LL)
0.20 9-10 >999
360
1 • MT20 • 2441190 • •
TCDL 15.0
Lumber DOL
1.33
BC 0,59
Vert(TL)
-0.46 10-12 >703
240
• gIT20HS 187/J43 : • • • %
BCLL 0.0
Rep Stress Incr
YES
WB 0.20
Horz(TL)
0.08 7 n/a
n/a
• • • • •
• •
BCDL 10.0
Code FRC2014/TPI2007
(Matrix-M)
Weight: 123lb Fi = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 `Except" TOP CHORD Structural wood sheathing directly applied.
T2: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 6-3-4 oc bracing.
BOT CHORD 2x4 SP M 31 MiTek recommends that Stabilizers and required cross bracing be installed during
WEBS 2x4 SP No.2 truss erection in accordance with Stabilizer Installation guide.
WEDGE
Left: 2x6 SP No.2, Right: 2x6 SP No.2
REACTIONS. (lb/size) 2=1493/0-8-0 (min. 0-1-8), 7=1493/0-8-0 (min. 0-1-8)
Max Horz2=-57(LC 7)
Max Uplift2=-499(LC 4), 7=-512(LC 5)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-15=-128/621, 15-17=-556/327, 17-24=-2520/1532, 3-24=-2442/1540, 3-4=-2675/1695, 5-6=-2675/1694,
6-25=-2442/1540, 22-25=-2520/1532, 20-22=-556/327, 7-20=-128/621, 4-5=2595/1690
BOT CHORD 14-26=-575/137, 16-26=-575/137, 16-27=-346/592, 18-27=-346/592, 18-28= 1368/2364, 13-28=-1368/2364,
13-29=-1368/2364,12-29=-1368/2364,11-12=-1477/2595,11-30=-1477/2595,10-30=-1477/2595,
10-31=1368/2364, 9-31=-1368/2364, 9-32=-1368/2364, 23-32=-1368/2364,23-33=-346/592. 21-33=-346/592,
21-34=-575/136, 19-34=-575/136
WEBS 4-12=-12/263, 3-12=-126/426, 6-10=125/427, 15-16=787/501, 16-17=-1211/727, 15-18=-574/1020,
20-21=-787/501, 21-22=-1211/727, 20-23=-574/1020
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10, Vult=175mph (3-second gust) Vasd=136mph; HVHZ, TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C. End., GCpi=0.18; MWFRS
(envelope) and C-C Extedor(2) -0-3-1 to 2-9-3, Interior(1) 2-9-3 to 5-9-1, Exterior(2) 5-9-1 to 21-2-15, Interior(1) 21-2-15 to 24-2-13 zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pending.
4) All plates are MT20 plates unless otherwise indicated.
5) Plates checked for a plus or minus 0 degree rotation about its center.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 499 lb uplift at joint 2 and 512 lb uplift at joint 7.
7) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Mahmound Zclfaghar, i'.h
Consulting Engineers
13901 S.W. 108 Ave.
Miami, Florida 33176
Phone 305-253-2428 Fax 305-235-4248
Florida Professional Engineering License No. 36921
Special Inspector I "T"i �"
Job
Truss
Truss Type
Oty
Ply
Additio: Kreuter (Jq
10289
AG4
Hip Girder
2
1
Job Reference o tional
DECO TRUSS COMPANY INC., Princeton, FL 33032 Run. i—u s dan ,no. ,,,,. ,,GV --.. .
I D:2yNbJI66B74gR5pzrCcsAVyjKOY-OXaOuxgZgZ4UfmdoAFyjM EwsTeX6bkOERAmPcjyNGlb
6-0-0 8-0-0 13-6-0 19-0-0 21-0-0 27-0-0
6-G-0 2-0-0 5-6-0 5-6-0
2-0-0 6-0-0
Scale = 1:44.0
5x12
2-0-0
3.00 F12 7x8 = 2x4 11
2 18 19 3 20
7x10 M18SHS=
7x8 =
•• •
••••••
•
••••••
1 17
16
••153ti�14 32 5
• IWO II
�k}1N • •
•
• •
•
• •
97-o-n
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
�LATES • • 9Qle 000000
TCLL 30.0
Plate Grip DOL
1.33
TC 1.00
Vert(LL)
0.35
7
>910
360
• MT20 • 244/190 • •
TCDL 15.0
Lumber DOL
1.33
BC 0.86
Vert(TL)
-1.04
7-9
>303
240
•• %118SHS 0 0 9 2441190 • • • • • •
699 • •
BCLL 0.0
Rep Stress Incr
NO
WB 0.62
Horz(TL)
0.16
5
n/a
n/a
BCDL 10.0
Code FRC2014/TP12007
(Matrix-M)
Weight: 153 Ito F� = 0 %
LUMBER -
TOP CHORD 2x6 SP No.1 D
BOT CHORD 2x6 SP 240OF 2.0E
WEBS 2x4 SP No.2
WEDGE
Left: 2x4 SP No.2, Right: 2x4 SP No.2
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied or 6-3-2 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during
truss erection in accordance with Stabilizer Installation guide.
REACTIONS. (lb/size) 1=2241/0-8-0 (min. 0-2-4), 5=2241/0-8-0 (min. 0-2-4)
Max Horz1=31(LC 5)
Max Upliftl=-1014(LC 3), 5=-1014(LC 4)
Max Grav 1 =2691 (LC 22), 5=2691(LC 30)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 12-13=-3555/1343, 2-13=-7136/2749, 2-18=-9397/3563, 18-19=-9397/3563, 3-19=9397/3563,
3-20=9397/3563, 20-21=-9397/3563, 4-21=-9397/3563, 4-17=-7137/2750, 116-17=3555/1341
BOT CHORD 10-23=-1248/3201, 11-23=-1248/3201, 11-24=-2613/6834, 9-24=-2613/6834, 9-25=-2621/6911,
8-25=2621/6911,8-26=-2621/6911,7-26=-2621/6911,7-27=-2597/6911,27-28=-2597/6911,
28-29=-2597/6911,6-29=-2597/6911,6-30=-2589/6834,15-30=-2589/6834,15-31=-1227/3201,
14-31=1227/3201
WEBS 2-9=-116/1015, 2-7=-1026/2766, 3-7=-1020/587, 4-7=-1026/2767, 4-6=-117/1015, 10-12=-1524/589,
10-13=-3742/1425, 1 t-12=-1459/3873, 14-16=1524/587, 14-17=-3742/1428, 15-16=-1456/3873
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft, Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) Plates checked for a plus or minus 0 degree rotation about its center.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1014 lb uplift at joint 1 and 1014 Ito uplift at joint 5.
7) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 122 Ito down and 96 Ib up at 8-0-0, 122 Ito down and 96 Ito up
at 10-0-12. 122 lb down and 96 Ito up at 12-0-12, 122 Ito down and 96 Ito up at 13-6-0. 122 Ito down and 96 Ito up at 14-11-4, and 122 Ito down and 96 Ito up at
16-11-4, and 122 Ito down and 96 Ito up at 19-0-0 on top chord, and 817 Ito down and 312 Ito up at 9-0-0, 235 Ito down and 11 lb up at 8-0-12, 235 lb down and 11
Ito up at 10-0-12, 235 lb down and 11 Ito up at 12-0-12, 235 Ito down and 11 Ito up at 13-6-0, 235 Ito down and 11 lb up at 14-11-4, 235 Ito down and 11 Ito up at
16-11-4, and 235 lb down and 11 Ito up at 18-11-4, and 817 Ito down and 312 Ito up at 19-0-0 on bottom chord. The design/selection of such connection device(s)
is the responsibility of others.
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plo
Vert: 2-12=-90, 2-4=-90, 4-16=-90, 1-5=-20
Concentrated Loads (Ib)
Vert:2=-122 4=-122 9=-407(F=-351)7=-55 3=-122 6=-407(F=-351)18=-122 19=-122 20=-122 21=-122 25=-55 26=-55 27=-55 29=-55
Job
Truss
Truss Type
Oty
Ply
Kreuter (JI)
10289
CJ8
DIAGONAL HIP GIRDER
4
1b
Eclitio:
Reference o tional
JEW IKLIbb UUMHANY WG., FTlncel0n, FL JJUJZ —1 I.o1 s 1—Ly LUIU rill il. I.UIU OJtlil—LU 1-1i 1-.. ca, it,. un r yc
I D:2y N bJ I66 B74g R 5 pzrCcsAVyj KOY-OXaOuxgZgZ4 UfmdoAFyj M EwzRe WkboS E RAmPcjyN GI b
04
-5 3-9-4 7-6-8 11-3-12
0-7-5 3-9-4 3-9-4 3-9-4
Scale = 1:18.8
2x4 II
4 5
2.12 F12 3x4 =
15
3
14
12 T1
W3
10
W1
W2
1 2
,,7
3x6 = 16 11 13 18 8
•� •
20 • •
• •
9 3x811
n o 1x411
••••••
••••••
••••••
17
•
3x6 6=•
••••••
•
•
3xio II
••••••
• •
• • •
0900*
••••••
••••
•••••
.... ...... -� c o
• •
1'at19 •
Plate Offsets (X Y)— f2:0-0-6 3-3-tOj, (2:0-0-10 Ed a
2:0-52 0-0-1
7:0-1-12 0-1-8
600969 • •
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL. in
(loc) I/defl L/d
TILATES •Ali{ i�• • • • • • •
TCLL 30.0
Plate Grip DOL
1.33
TC 0.56
Vert(LL) 0.06
9 >999 360
• MT20 • 244/190 • •
TCDL 15.0
Lumber DOL
1.33
BC 0.95
Vert(TL) -0.15
9 >854 240
• • • • • • •
000 • • • • •• •
BCLL 0.0
Rep Stress Incr
NO
WB 0.33
Horz(TL) 0.02
7 n/a n/a
•
BCDL 10.0
Code FRC2014/TP12007
(Matrix-M)
Weight: 50lb •FBIR = 0
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 4-8-13 oc purlins, except end verticals.
BOT CHORD 2x4 SP No.21D
BOT CHORD
Rigid ceiling directly applied or 9-9-15 oc bracing.
WEBS 2x4 SP No.2
Tek recommends that Stabilizers and required cross bracing be installed during
WEDGE
tM
truss erection in accordance with Stabilizer Installation guide.
Left: 2x6 SP No.2
REACTIONS. (lb/size) 7=349/Mechanical, 2=818/0-11-5 (min. 0-1-14)
Max Horz 2=176(LC 3)
Max Uplift7=-294(LC 26), 2=-499(LC 24)
Max Grav7=845(LC 20), 2=1833(LC 15)
FORCES. (Ib) - Max. Comp./Max. Ten. - Al forces 250 (Ib) or less except when shown.
TOP CHORD 2-10=-328/867, 10-12=-335/362, 12-14=-1368/327, 3-14=-1353/327
BOT CHORD 9-16=-829/339, 11-16=-829/339, 11-17=-366/336, 13-17=-366/336, 13-18=-402/1329, 8-18=402/1329,
8-19=-402/1329, 191329. 7-20=-402/1329
WEBS 3-8=-57/677, 3-7=-1345/400, 10-11=-987/360, 11-12=-749/261, 10-13=-275/685
NOTES-
1) NAnd: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS
(envelope) gable end zone; cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation about its center.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 294 lb uplift at joint 7 and 499 lb uplift at joint 2.
4) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
5) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 435 lb down and 98 lb up at 2-10-4. and 139 lb down and 221
Ib up at 5-8-3, and 56 lb down and 48 lb up at 8-6-2 on top chord, and 398 lb down and 71 lb up at 2-10-4, and 358 lb down and 68 lb up at 5-8-3, and 404 lb
down and 30 lb up at 8-6-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: 1-4=-90, 4-5=-90, 6-9=-20
Concentrated Loads (lb)
Vert: 10=-96 11=-42 14=221 15=5 18=42 19=-21
Mahmound Zcifaghar.
Consulting Fngineers
13901 S.W- 108 Ave.
Miami, Florida 33116 Phone 305-253-2428 Fax 305-235-4248
Florida Professional Engineering License No. 36921
Special inspector 1 icii n�f '"'
Job
Truss
Truss Type
Oty
Ply
Kreuter (JI)
10289
J8
Jack -Open
14
1b
Editio:
Reference o tional
ID:2yNbJ166B74gl.zrCcsAVyjKOY-Lwi8JdrpBBKCu3nBHg_BSf?ILSF43ngXuU FVgcyNGIZ
Scale = 1, 15.8
3x10 II • • • • •
•••••• ••••
• • • •
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
Udefl
L/d
•
• • • ••••••
PLATES• • •0416
TCLL 30.0
Plate Grip DOL 1.33
TC 0.60
Vert(LL)
0.11 5
>902
360
• • •MT20 • 244/190 • •
••••••
TCDL 15.0
Lumber DOL 1.33
BC 0.76
Vert(TL)
-0.28 4-9
>337
240
• • • • • • • • •
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(TL)
0.06 3
n/a
n/a
• •
BCDL 10.0
Code FRC2014/TPI2007
(Matrix-M)
Weight: 29 lb • RT = 0
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEDGE
Left: 2x6 SP No.2
REACTIONS. (lb/size) 3=21210-1-8 (min. 0-1-8), 4=75/0-1-8 (min. 0-1-8), 2=593/0-8-0 (min. 0-1-8)
Max Horz2=117(LC 4)
Max Uplift3=124(LC 4), 4=-1(LC 4), 2=183(LC 4)
Max Grav3=212(LC 1), 4=255(LC 17). 2=593(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-6=-38/628, 6-8=-204/477
BOT CHORD 5-11=581/39, 7-11=-581/39, 7-12=-433/11, 9-12=-433/11
WEBS 6-7=-304/218, 8-9=-241/398, 7-8=-285/49
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during
I
erection in accordance with Stabilizer Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vulll75mph (3-second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11, Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Extedor(2) -0-3-0 to 2-9-3, Interior(1) 2-9-3 to 3-8-5, Extedor(2) 3-8-5 to 7-11-4 zone, cantilever left exposed ;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation about its center.
3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 lb uplift at joint 3, 1 lb uplift at joint 4 and 183 lb uplift at joint 2.
5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3.
6) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Mahmound Zolfaghari, P.E.
Consulting Engineers
13901 S.W. 108 Ave.
Miami, Florida 33176
Phone 305-253-2428 Fax 305-235-4248
Florida Professional Engineering License No. 36921
Special Inspector Licensf No %-t
Job
Truss
Truss Type
Oty
Ply
Kreuter (JI)
10289
J6
JACK -OPEN
8
1
lAdditio:
Job Reference o tional
U V I RU 1 IIV4., rII11UClUl1 IL J 11
ID:2yNbJI66B74gR5pzrCcsAVyjKOY-si8m6HgBRtCLGvC_kyTyvSTBS2_aKKOI` gWyBAyNGla
6-0-7 1
3
3x1u II • • • •
• • • • • • • • • •
• • • •
2-4-0 6-0-7 • • • • • • • •
r
2-0-0
0-4-0 '
3-8-7
Plate Offsets (X Y)— [2 0-3-9 0-0-21 [2'0-0-13 1-6-81
(2:0-0-11 Edgel
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
Udell Ud
TCLL 30.0
Plate Grip DOL
1.33
TC
0.35
Vert(LL)
-0.02
5
>999 360
TCDL 15.0
Lumber DOL
1.33
BC
0.40
Vert(TL)
-0.10
5
>711 240
BCLL 0.0
Rep Stress Incr
YES
WB
0.00
Horz(TL)
-0.02
3
n/a n/a
BCDL 10.0
Code FRC2014/TP12007
(Matrix-M)
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEDGE
Left: 2x6 SP No.2
REACTIONS. (Ib/size) 3=125/0-1-8 (min. 0-1-8), 4=39/0-1-8 (min. 0-1-8), 2=501/0-8-0 (min. 0-1-8)
Max Horz2=88(LC 4)
Max Uplift3=-78(LC 4), 4=-14(LC 14), 2=-152(LC 4)
Max Grav3=125(LC 1), 4=230(LC 17), 2=522(LC 14)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2-6=-117/630, 6-8=178/475
BOT CHORD 5-10=-583/128, 7-10=-583/128, 7-11=-441/0, 9-11=-441/0
WEBS 6-7=303/286, 7-8=-282/87
Scale = 1:12.5
•
•
••••••
•
•••••
•
• • • • • •
PLATES • • •ORIFi
• • 4AT20 • 244/190 • • • • • •
Weight: 23 Ito OW = 00,0
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek reommends that Stabilizers and required cross bracing be installed during
truss erecction in accordance with Stabilizer Installation guide.
NOTES-
1) Wnd: ASCE 7-10: Vult=175mph (3-second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cal. 11. Exp C; Encl.. GCpi=0.18; MWFRS
(envelope) and C-C Exterior(2) zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip
DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation about its center.
3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 3, 14 lb uplift at joint 4 and 152 lb uplift at joint 2.
5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3.
6) This truss has been designed for a moving concentrated load of 200.Olb dead located at all mid panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Mahmound Zolfaghari, n.:3.
Consulting Engim!m
13901 S.W. 108 Aerc.
Miami, Florida 33176
Phone 305-253-2428 Fax 305-235-4248
Florida Professional Engineering License No. 36921
Special Inspector License No 536
Jab
Truss
Truss Type
Oty
Ply
Kreuter (A)
10289
J4
JACK -OPEN
8
1b
Eclitio:
Reference (optional)
uL ,u i mtdao wmrHrvr im— rnnceton, rL JJUoZ
LOADING (psf)
TCLL 30.0
TCDL 15.0
BCLL 0.0
BCDL 10.0
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEDGE
Left: 2x6 SP No.2
rtufl. /.ONS JtlII Ly LV IV rII /.OIV JJGII Gy LV IV IVIIICF IIiUU�Uico, InV. i /
ID:2yNbJ166B74gR5pzrCcsAVyjKOY-sj8m6HgBRtCLGvC_kyTyvSTCy20hKKONfgO yBA NGIa
4-0-7
Scale = 1:9.5
Jx Tu II ••••
•
•• ••
•••••• ••••
4-0-7..•..� •=•I•••
1-8-7
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES: • •CAP• • • • • •'
Plate Grip DOL 1.33
TC 0.32
Vert(LL)
-0.01
5
>999
360
• i T20 • 244/190 • •
Lumber DOL 1.33
BC 0.26
Vert(TL)
-0.05
5
>903
240
I
• ••••••
• • • • • • • •
Rep Stress Incr YES
WB 0.00
Horz(TL)
-0.01
3
n/a
n/a
•
• •
Code FRC2014/TP12007
(Matrix-M)
Weight: 17lb •F•T = 0%
REACTIONS. (lb/size) 3=17/0-1-8 (min. 0-1-8), 4=-18/0-1-8 (min. 0-1-8), 2=44610-8-0 (min. 0-1-8)
Max Horz2=84(LC 4)
Max Uplift3=87(LC 14), 4=-96(LC 14), 2=-222(LC 4)
Max Grav3=37(LC 16), 4=195(LC 17), 2=590(LC 14)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-6=-201/596, 6-8=-200/445
BOT CHORD 5-10=-550/214, 7-10=-550/214, 7-11=-417/67, 9-11=-417/67
WEBS 6-7=-332/369, 7-8=295/128
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc pur ins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during
truss erection in accordance with Stabilizer Installation guide.
NOTES-
1) Wnd: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph, HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Part. End., GCpi=0.55; MWFRS
(envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation about its center.
3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 3, 96 lb uplift at joint 4 and 222 lb uplift at joint 2.
5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3.
6) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Mahmound Zclfaghari, P.E.
Consulting Engineers
13901 S.W. 108 Ave.
Miami, Florida 33176
Phone 305-253-2428 Fax 305-235-4248
Florida Professional Engineering License No. 36921
oecial inspector License Nn.
Job
Truss
Truss Type
Qty
Ply
Additio: Kreuter (JI)
10289
J2
JACK -OPEN
8
1
Job Reference o tional
DECO TRUSS COMPANY INC., Princeton, FL 33032
Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries, Inc. Thu Nov 02 10:52:09 2017 Pagel
I D:2yN bJ I66 B74g R 5pzrCcsAVyjKOY-sj8m6 H q B RtC LGvC_kyTyvSTDy22CKKQ Nfq Wy8Ay N Gla
2-0-7
•
••••••
•• •0
• •
••••••
•
Scale = 1:7.1
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (Ioc)
I/deft
L/d
• ELATES • GRIP. • • • • •
TCLL 30.0
Plate Grip DOL 1.33
TC 0.25
Vert(LL)
-0.00 7
n/r
180
MT20 • •2K400
TCDL 15.0
Lumber DOL 1.33
BC 0.16
Vert(TL)
-0.00 7
n/r
120
• • • • • •
••••••
BCLL 0.0
Rep Stress Incr YES
WE 0.00
Horz(TL)
0.00
n/a
n/a • •
• • • • • • •
BCDL 10.0
Code FRC2014/TP12007
(Matrix-M)
Weight: 7 Ile • Fi = 0
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 3=175/0-1-8 (min. 0-1-8), 4=4910-1-8 (min. 0-1-8)
Max Herz =858(LC 13), 4=858(LC 13)
Max Uplift3=-103(LC 4), 4=21(1_C 4)
Max Grav3=260(LC 13), 4=227(LC 15)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-6=-75/332, 3-6=-446/895
BOT CHORD 5-8=-325/78, 7-8=325/78, 7-9=858/480, 4-9=-858/480
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc pudins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during
truss erection in accordance with Stabilizer Installation guide.
NOTES-
1) Wind: ASCE 7-10, Vult=175mph (3-second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11, Exp C; Part. End., GCpi=0.55; MWFRS
(envelope) and C-C Extehor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation about its center.
3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 lb uplift at joint 3 and 21 lb uplift at joint 4.
5) Non Standard bearing condition. Review required.
6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3.
7) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord,
nonconcurrenl with any other live loads.
8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Mahtnou::d Zoifaghari, P.L.
Consulting Engineers
13901 S. W 108 Ave.
Miami, Florida 33176
Phone 305- 253-2428 Fax 305-235-4248
Florida Professional Engineering License No. 36921
Special Inspector License No. 636
STANDARD LATERAL WEB BRACING
SHALL BE CONNECTED TO A FIXED LATERAL
RIGID POINT OR X—BRACED AS NOTED
ON THIS DETAIL.
2x4 LATERAL BRACE
PER TRUSS DESIGN WITH 2-10d
NAILS PER WEB FOR FORCES
UP TO 4600 lbs. FORCES IN
EXCESS OF 4600 lbs. REQUIRES
2x6 #3 OR BETTER.
NOTE:
PROVIDE X—BRACING AT 20'-0"
INTERVALS FOR WEB FORCE:.ijp.;•
TO 2509 Ibs. ••ANLL'AJ 10'-0" FOR
FORCE GREATER•THPN 2509 lbs.•
•
BRACII\;(*�*::'DPZ.4"IL
ALT. LATERAL BRACING DETAIL
TRUSSES 0 24"
O.C. TYP.
WITH
i ® 6"
" d ® 6"
TYP.
—BRACE SAME SIZE
NO GRADE AS WEB.
EB (2x6 MAX.)
WEB SECTION DETAIL
NOTE:
BRACE MUST BE 80% THE LENGTH
OF THE WEB.
THIS DETAIL IS TO BE USED AS AN
ALTERNATE FOR CONTINUOUS
LATERAL BRACING.
MINIMUM GRADE OF
LUMBER
TPI-2007
T.0...... SEE STRUCTURAL
SHEET.
Revised:
B.0...... SEE STRUCTURAL
SHEET.
7/7/94
WEBS... SEE STRUCTURAL SHEET.
03/2012
LOADING (PLF)
STIR. INCR.:
33%
L. D.
DRAWN BY: G.L.H.
T.C. 30 15
CHECKED
BY: J.A.I.
B.C. 0 10
REP. STRESS: YES
SPACING: 24 INCH O/C.
F_ r
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MITek Industries Inc.
Mohmoud Zolfoghori
13901 S.W. 108 Ave.
Miomi, FL. 33176
305-253-2428
P.E. No. 36921
Approved for MITek Industries Inc.
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3au
3a
3y
3°-,
3y
m
z
y
r
t
' r
TRUSS COMPANY, INC.
Trusses & Bui I di ng M ateri A s -
13980 SW 252 Street, Princeton, Florida 33032
Telephone: (305) 257-191 O Fax: (305) 257-191 1
HIP / JACK HANGER DETAIL SHEET •••' .
1. FOR HIP CORNER JACK 5'-0" AND T-0" SETBACK, USE USP HJC26' •" •
UNIVERSAL HIP HANGER, ON BOTTOM CHORD. TOP CHORDS•VA� -, WIT•11 .
THREE (3) -16D NAILS AND USE USP RT8A (UR) HURRICANE GUV.. ...
FOR HIP CORNER JACK 9'-0" AND 11'-0" SETBACK, USE USP HIS; •
UNIVERSAL HIP HANGER ON BOTTOM CHORD. TOP CHORDS NAIL' WITH,.:.
THREE (3) -16D NAILS AND USE USP RT8A (L/R) HURRICANE (!IJP ; 000
04
2. FOR 1'-0" TO 9'-0" SIDE JACKS, NAIL TOP & BOTTOM CHORD WITH THREE
(3) -16D NAILS AND USE USP RT8A (L/R) HURRICANE CLIP AT TOP &
BOTTOM.
3. FOR COMMON JACKS 5'-0" TO T-0", USE USP JUS26 HANGER ON BOTTOM
CHORD AND NAIL TOP CHORD WITH THREE (3) -16D NAILS AND.USE USP
RT8A (UR) HURRICANE CLIP AT TOP
4. FOR COMMON JACKS 9'-0" TO 11'-0", USE USP THD 26 HANGER ON BOTTOM
CHORD AND NAIL TOP CHORD WITH THREE (3) -16D NAILS AND USE USP
RT8A (L/R) HURRICANE CLIP AT TOP
NOTE:
Refer to attached Florida Approvals
For nailing and proper use of hangers.
Hanger / Strap
I.D. Number
State of Florida Approval Number
HJC26 & HJC28
Florida Approval Number
FL17236-R1
SKH26 UP.
Florida Approval Number
FL17243-R1
RT8A - Hurricane Clips
Flodda Approval Number
FL17236.11
JUS 26
Florida Approval Number
FL17232.13
THD 26
Florida Approval Number
FL17232
Code Evaluation Information
Code Evaluations
Most structural products shown in this
catalog are listed in a current code
evaluation report from the code
evaluation agencies listed to the right.
The load values shown in this catalog
were current at the time of printing but
we are continually improving our products
through better engineering design and
development so some of the evaluation
reports may have been updated with better
load values after the catalog was printed.
In a few cases, we have submitted a formal
independent test report from an approved
lab to the code evaluation agency and are
awaiting on an evaluation report.
We recommend visiting our web site:
USPconnectors.com/code-reports or, the
specified code evaluation agency's web site,
shown below, to obtain the latest bad values
from the most current evaluation report.
Some code jurisdictions may require
additional load reductions and/or use
limitations for some products listed in this
catalog. In those cases, the products may
not be approved or may need further review
for approval.
We recommend contacting the code
jurisdiction having authority for your
project to confirm they accept the
evaluation reports shown to the right,
or contact our Engineering Department
for further assistance.
Code Watch
"Code Watch" items are included to
highlight relevant sections of the 2012 IBC
and 2012 IRC building codes that discuss the
use of products contained in this catalog.
L
We strongly encourage you to consult with
x a qualified design professional to review
the exact requirements of the relevant code
0
references for your project.
® Please note that not all code sections
relating to the use of all products in this
catalog are included. In addition, some states
and local municipalities may have adopted
amendments to the referenced code section.
Code references are for the 2012
International Residential Code (IRC) and 2012
International Building Code (IBC).
Code Reference Key Chart
Code
Agency
Approval
Listing
Code
Ref.
1C��ESR-3448
ESR-2266
1
ESR-3444
2
ESR-1678
3
ESR-1702
4
ESR-3445
5
ESR-3446
6
ESR-1970
7
ESR-3447
8
ESR-2685
9
10
ESR-3449
11
ESR-2761
12
ESR-2787
13
ESR-3455
14
ESR-3456
15
ESR-2089
16
ESR-2362
17
ESR-2526
19
ESR-3768
20
ESR-3847
21
ESR-3754
22
IAPMO-UES ER
ER-0200
30
ER-0201
31
ER-0311
32
ER-0473
33
`LAID BS
LA City -
City of
Los Angeles,
California
RR 25993
R1
RR 26017
R2
RR 25992
R3
RR 25991
R4
RR 25843
R5
RR 25759
R6
RR 25753
R7
RR 25976
R8
RR 25745
R9
RR 25972
R10
RR 25971
R11
RR 25749
R12
RR 25779
R13
RR 25836
R14
RR 25850
R15
RR 25954
R16
RR 26048
R17
GO- US P
STRUCTURALCONNELTORS
Mffek
Code
Agency
Approval
Listin
Code
Ref.
' •
•
�.� ••••
• • • •
State ad • • • •
Floridl '
Product •
APprova% • o •
FL17241
F1
FL17232
F2
FL17243
F3
FL17240
F4
FL17236
F5
FL17299 •
FL172441
F6
F7
567215 • •; .
F8
FL578
F9
FL17241
F10
FL172499 • •
F11
FL17TjVO%
F12
FL17324
F14
FL17V5
F15
FL17W *
F16
FL176" •
F17
FL20872 '•
F18
FL10739
F19
FL1247
F22
FL2033
F23
FL5631
F25
FL6223
F26
FL17229
F28
FL17231
F29
FL17219
F31
FL17227
F32
FL17230
F33
FL17246
F35
Prescriptive Code
--
100
Pending for
Code Evaluation
Contact us for
test data
110
No Load Capacity
--
120
No Code Listing
Contact us for
test data
130
New products or updated product
information are designated in blue font.
Code Evaluation Agency websites
ICC-ES — ESR reports:
http://www.icc-es.org/Evaluation—Reports
IAPMO Uniform ES — ER reports:
www.iapmoes.org/EvaluationReports
City of Los Angeles — LARR reports:
http://netinfo.ladbs.org/rreports.nsf
State of Florida — Product Approvals:
www finridshid1flinn nrn/nr
Plated Truss
HHC / HJC / HJHC / HTHJ Hip/Jack Connectors
HHC — Designed to support hip/hip truss/rafter.
Contact USP when using in multi -ply applications.
HJHC — Allows for hip/hip support and hip/jack/hip installations.
HJC & HTHJ — Used to simultaneously hang a combination of hips and
jacks off girder trusses. These hangers fit both left-hand and right-hand
applications. An open back design allows for retrofit installations.
Materials: HHC, HJC, & HJHC —12 gauge, HTHJ —18 gauge
Finish: G90 galvanizing
Options: See Specialty Options Chart
Codes: See page 11 for Code Reference Chart
Installation:
• Use all specified fasteners. See Product Notes, page 17.
P_
Typical HJC/HTHJ installation top view
2'
0/5"
HTHJ
VUSP
STRUCTURAL CONNECTORS
MTek
Typical HJC/HTHJ
installation 0.0 ......
_ • • �_ A
' • V7
Typical HHC • • Typioah HJYC
installation top view installationlop view;'
;1-7/Sj4 �1I}-3/4t
H H f
►�3-1/4" 10-1/2 ---1 ,* 3-1/4"
HNC HJHC
Fastener Schedule°
DF/SP
S-P-F
Allowable Loads (Lbs f
Allowable Loads (Lbs.f
Supported Member
Supporting
per
per
Floor
Roof
uplift'
Floor
Root
uplift'
USP
Steel
N
;MW;ember
ir
C�
pe
Qty
Oly
Description
Stock No.
Ref. No.
Gauge
m
Type
100%
115%
125%
160%
100%
115%
125%
160%
Ref.
2 6 / left
HJC26
LTHJA26,
THJA26,
12
i 5-3/8
16
I 16d
5
7
10d
2385
2740
2980
1840
1 2180
i 2510
! 27251
1955
10
x right
;
Its
i THJU26
F5
_
HJG28
12
7-1 /8
20
16d
6
2980
3425
3505
1840
2"S
28b5
2855
1965
2 x 8 right / left
8
10d
2x6terminal
HHC26
LTHJA26,
12
5-7116
20
16d 1
5
10d
3100
3505
3505
213o I
2725
28o0
two
1970
THJA26
2x8terminal
HHC28
12
7-3116
24
16d
6
10d
3505
3505
3505
2410
2805
2805
2805
1930
130
2x6terminal
HJHC26
12
5-7/16
20
16d
5
2
10d
3100
3505
3505
2410
2725
2815
2815
1935
2 x 8_terminal
H C28
�J26-18
-F18
'
7-3/16
24
16d
6 2
10d 3505
3505
3505
2410
2820
2820
2820
1940
_
1Q R8,
2 x 6 terminal
—
5
16
16d
7 5
16d 2190
I
2520
i 2740
r
1790
1920
2110
2110
1225
F5
HJC Specialty Options Chart
Option Hip Truss Skew
Range 30'to60'
Allowable Loads 100% of table load
Add SK, angle of hip
Ordering required, to product number.
Ex. HJC26—SK55
Specify angle_
�\ (60" max) `\a
Typical HJC (skewed) installation
with nitpmntp elraw annia tnn view
1) Uplift loads have been
increased 60% for wind
or seismic loads; no
further increase shall
be permitted.
2) Loading published for
total bad of hip / jack
connection.
3) NAILS. 10d nails are
0.148" dia. x 3" long,
16d nails are 0.162" dia.
x 3-1/2" long.
New products or updated
product information are
designated in blue font.
1-3/4"
A
i
o H
r
Varies` y
8"max. width
HJC (skewedl
Hangers
SKH / SKHH Skewed 450 Hangers
Typical SKH26L installation
left skew
oy
r-
N j
4 .� �W
O� f
IN
SKHH210L
left skew
0 -
H
a
7 r
SKHH210L-2
left skew
WON USP
STRUCTURAL CONNECTORS
MiTek
AVAILABLE IN
COAT
Dimensions (m)
Fastener SdWdW
DF/SP
ic�p F•
•
Header
Jot
Allowable owPM) loads M)
JUW: bk Loam Owl)
I
I
Fbor
Roof
UPUft'
Floor Roof
Uplift
Beam/JOlst
IISP
m
Code
100%
115%
125%
160%
100% 115%
TA%l
160%
size
Stock No.
Ref. No.
fa.
W
H
D
Uty
Type
Qty
Type
Ref.
x 4
SKH24UR
SUR/L24
116
1-9/16
3-1/4
1-7/8
4
' 16d
14
10d x 1-1/2
510
510
510
565
395 '
440
f •
i 61R11,
_2
SKH26UR
SURIL26
16
1: /16
5-1/4
1-7/8
6
16d
6
10dx 1-12
830
890
890
1085
700 W"
•700
980
F3
2x6-8
SKHH26L/R
14
t-5/8
5-1/8
3-1/4
18
16d�
16d
12
10dx 1-1/2
1850
1990
1980
e35
15554-j§
a
695
�• •�
130
SKH28UR
-
16
1-9/16
7-1A
1-7/8
10
10dx 1-12
1380
1465
1465
1360
1160 11W
1960
1075m,
(�,811_F3
2x 8-12
SKHH28L/R
_
i
14
1-5/8
_ .
1-9/16
7
—_
9-1/4
3-1/4,
1-7/8
26
r_
14
_ 16d
16d
_8
16
!
10
10dx 1-12
j10d x 1-12
ZM
1790
Z780
1790
2790
1790
1260
1565
2115j
i���'.i
142 :; 142;
�f
14*25
995
• • •
• 130
6, R11,
--
SKH210UR
SUR/L210, _
16
1245
SUR/L214
�• F3_
2 x 10-14
SKHH21OL/R
-
1
—t
14
-
1-5/8
--
9
--
4-1/4
34
16d
_
20
__
10d x1-12
2935
2935
2935
152D
233 �I
233g
_
62330
1216i
130
1-3/4x
SKH1720UR
SUR/L1.81/9
16
1-13/16
9-1/8
1-7/8
14
10d
10
1Odx 1-12
1625
1870
2030
1565
1430
n
1645
1730
1245
• • •
i
9-1/4-14
•
1-3/4x
SIM 724UR
SUR/L1.81/11 ,
16
1-13M 6
11-1/8
1-7/8
16
10d
10
10dx 1-12
1855
2135
2:
1565
1835
1880
2040
1245
11-1/4-18
S11I1/L1.81M4
2-2-1/8 x
SKH2O2OLIR
SUR/l2'06/9'
16
2-1/8
9
1-7/8
14
10d
10
10dx 1-12
1625
1870
2030
1565
1430'
1645
1715
1235
9-1/4-14
SLIR/L2.1/9
2 - 2-1/8 x
SKH2O24L/R
SUR/1.2.06/11,
16
2-118
11
1-7/8
16
10d
10
110dx 1-12
1855
2135
2320
1565
16351
ION2040i
1235
11-1/4 -18
SUR/L2.1/11
2-1/4 - 2-5/16 x
SKH232OL/R
SURA2.3719
16
2-3/8
8-7/8
1-7/8
14
10d
x 1-12
1625
1870
2030
1565
1430
1645
1715
1235
9-1/4-14
2-1/4 - 2-5/16 x
SKH2324UR
SUfVl2.37/11,
16
2-3/8
10-7/8
1-7/8
16
10d
+01x 1-12
1855
2135
2320
1565
1635
1880
2040
1235
!
!
11-1/4-18
SUR/L2.37/14
6,
3 x 6-8
SKH36UR
-
16
2-9116
4-3/4
1-3/8
i 6
16d
6
10d x 1-12
MO
950
1025
1085
725
1 1130
930
, 980
RI 1,
3 x 8-12
SKH38L/R �—
--�
16
12-9/16
6-3/44
1-3/8f
10
16d
J 8
tOd x 1-12
10d x 1-12
1380
1585
1585
1360
7 t2101
1255
1255
1240
!
! F3
3 x 10-14
SKH310UR
! 16
2-9/16
s 8-3/4
1-3/8
: 14,
16d
' 10
1930
2220
2250
1565
17801
ZD45
2090
; 1245'1,Y�
3 x 12 -14 -16
SKH312UR
16
2-9/16
` 10-314
1-3/8
` 16
16d
: 101
10d x 1-12
2210
25DO
12500
1565
2035
2190
2190
1245
'
2-1/2x
SKH252OL/R
SUR/1-2.56✓9
16
2-06
8-5/8
1-7/8
14
10d
10
10dx 1-12
1625
1870
2030
1565
1430
1645
1705
1230
9-1/4-14
2-1/2z
SKH2524UR
SUW.56/11,
16
2-9116
10 3/4
1-7/8
16
10d
10
tOd z1-1/2
1855
2135
2320
1565
1635
188t1
2040
1230
11-1/4-16
SURlL2.56/14
i
2-5/8 x
i
SKH262OUR
- -
16
2-11/16
8-11/16
1-7/8
141
10d
i 10
10dx 1-12
1625
1870
2030
1565
1430
1645
1705
1230
1
-14
2-5/8x
11-1/4 -16
SKH2624L/R
- -
16
2-11/16
10-11/16
1-7/8
16
10d 110
1
10dx 1-12
1855
2135
2320
1565
1635
18W
2040;
—�
SKH26L/R-2 `
SUR426-2
16
3-1/16
4-12
1-38
6
16d
6
10d
830
950
1035
11151
725
835
865
980
__
v
(2)2x6-8
SKHH26L/R-2
HSURIL26-2
14
3-1/16
5-1/4
2
12
16d
4
16dx 2-12
1850
2040
2040
895
1495
1495
1495
650
130
SKHH26L/R-21F
HSURILC26-2
14
3-1/16
5-1/4
2
12
16d
4
16d x 2-12
2x 8-12
SKH28UR-2 `
16
3-1/16
6-12
1-3/8
10
16d
8
10d
1380
1585
17251
1360
1210
1395
1615
1065
6
SKH21MM-2 '
SUWL210-2
16
3-1/16
8-12
1-3/8
14
16d
10
10d
1930
2220
24151
1565
16%
1950
212D
1235
R11,F3
SKHH210L/H -2
HSUR/L210-2,
HSUR/L214-2
14
3-1/16
8-12
2
20
16d
6
16d x 2-12
30°O
3475
3695
2280
2580
2745
2745
1695
(2) 2 z 10-14
16d
6
_
16d x 2-12
130
SKHH21 OUR-21F
HSUR/LC210-2
14
3-1/16
8-12
2
20
(2)2x12-16
S H212LIR-2 `
SURA 214-2
16
3-1/16
10-12
1-3/8
16
16d
10
10d
2240
2575
2800
1565
1940
2230 12405
1
1235
1
_
3-1/2x8-14
SKH41OL/R .
SUR/1-410
14
3-9/16
8-1/2 �I
2-12
16
16d
10
16d
2255
2540
2540
1565
1995
2290
2400
1215
6,
3-12 x12-18
SKH414L/R `
SURIL414
14
3-9/16
12-1/2
2-1/2
22
16d 1
10
16d 13100
3565
3880
1565
2740
3150
34251
1215
R11,
SK446L/R `
SURIL46
14
3-9/16
4-3/4
2-12
10
16d
6
16d
1410
1590
1590
1355
1225
1225
1225
1050
--
F3
4x 6-8
SKHH46L/R
HSURIL46
14
3-9/16
5-1/4
2-12
12
16d
6
16d
1850
2040
2040
885
1490
149D
1490
550
130
SKHH46L/RIF
HSUR/LC46
14
3-9/16
5-1/4
2-12
12
16d
6
10
16d
16d
SKIWOL/R `
SURIL410
14
3-9/16
8-12
2-12
16
16d
2255
2540
2540
1565
1995
2290
2400
1215
6,R11,F3
4 z 10-14
SKHH41OL/R
HSURIL410
14
3-9/16
8-12
2-12
20
16d
10
16d
3080
3475
3695
2280
2583
Z735
Z735
1690
-
130
SKHli410L/W
HSURILC410
14
3-9/16
8-12
2-1/2
20
16d
10 16d
_
3100
3565
3880
_
SKH414L/R `
SURIL414 14
3-9116
12-12
2-1/2
22
16d
10 16d
1565
2740
3150
3425
1215 j
6.R11,F3
4x 14-18
SKHH414UR
HSUWL414 14
3-9/16
t2-1/2
2-12
26
—1 6—d
10 16d
4005
4515
4650
2280
3520
3740
3740
1835
�j
130
SKHH474L/RIF
HSURILC414 14
3-9/16
12-12
2-12
26
16d
10 16d
I
1) Uplift loads have been increased 60% for wind and seismic bads; no further increase shall be permitted. COITOsion Finish
2) NAILS: IOd x 1-12 nails are 0.148" dia. x 1-12" long, IOd nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-12" long. p Stainless Steel 13 Gold Coat
Miter cut required on end of joist to achieve design loads.
Truss & Rafter
HC / HCPRS / HHCP / LFTA / RT Rafter Ties
Installation:
• Use all specified fasteners. See Product Notes, page 17.
• To achieve full allowable loads listed, fasteners must be installed as prescribed in the chart.
• Depending on pitch, birdsmouth notching may be required with some models to enable
installers to fill all nail holes.
• Designer shall determine if solid blocking is required.
• LFTA6, RT4, RT5, and RT7 ship in equal quantities of left and right versions. Left version images shown.
00-usp*
STRUCTURAL CONNECTORS
Miiek
Fastener ScheduleI4Allowable
OF/SP
S-P-F
Loads W-)'
Allowable Loads W=)1
Lateral
Uplift with
Lateral
Uplift with
Truss/Rafter
Plate
stud
x 1-t12'
sd x 1-1�2'
e A
USP
steel
Uprdt
F1
F2
�
Ft
•
code
GLr
Type
on
Type
tlty
Type
Stock No.
Ref. No.
Gauge
160%
160%
160%
1.4
� —
Ref.
RT3A
H3
18
4
8d
! 4
` 8d
j --
610
190
1 190
1 610
1 525
I 1
t• 60 ti
520
5
RT4
H4
18
4
8d
4
8d
—
410
215
215
410
345
1
��80
i 345• •
• 10,
RT5
H5
18
4
Bd
4
, 8d
--
540
265
265
540
450
225
i 1i25
4
•
RT6
HS24
18
8
1Od x 1-1/2
6
1 Od x 1-112
--
—
665
800
800
665
585
560
6 l
w -
560_
•
F5 •
•
•
RT7
—
18
5
Bd
5
; 8d
va
_ --
585
195
195
495
` 1
! g90
495 •
RT7A
H2.5A
18
5
8d
5
8d
l
670
210
210
670
565
17S
i 41
56 •a
t _
MAT
RTBA
H2.51F
HS
18
18
5
5
8d x 1-1/2
lOd x 1-1/2
5
5
8d x 1-1/2
tOd x 1-1/2
—
555
775
210
215
210
215J30
555
75
465
650
4
180
!•7�(1
180•
465 �
654
F18
•
•1�0
• •
RT10
j H2, H2A
18
6
, 8d
8
i 8d
6
8d
585
195
19585
495
160�
495
10,• •
RT15 H1
18
5
8d x 1-1/2
5
8d
--
—
530
500
340
445
•4T,
445
1:8,
RT16A
HIOA,
! 18
9
1Od x 1-1/2
8
I 1Od
1380
800
645
1380
11�1160
670
.�
110) •
• •
H14
RT16AR
H10AR
18
9
10dx1-112
8
' 10d
1380
800 1
645
1380
1160
E7 •05491
1160
134 •
RT16-2
H1O-2
18
8
8d
8
8d
—
1160
655
415
1160
975
550
345
911S
HHCP2
HCP2
18
10
1Od x 1-1/2
10
10d x 1-1/2
--
—
800
370
-- --
800
670
310
—
l 670
• •
F5
HHCP4-TZ
HCP4Z
16
8
1Od
8
1Od
—
1100
410
----
— —
920
345
--
"0
HC520
GBC
18
11
8d
6
8d
515
470
430
515
445
405
370
445
HCPRS
18
-
5
8d
6
8d
540
500
340
540
455
375
285
455
10,R8,F5
LfTA6Z
H6
76
8
8d
8
Sd
—
1210
700
90
1210
1015
590
75
1015
14,R9,F7
RT20
!
16
9
lOd x 1-1/21
4
1Od
9 i
10d x 1-1/2 I
1200 (
—
—
1200
1005
--
1005
110, R8, F5
1) Allowable bads have been increased 60% for wind or seismic bads; no further increase shall be permitted.
2) LFTA6: To achieve F1 lateral loads, three nails must be installed on each side on the strap located closest to the bend line.
Lateral Fl and F2 load directions do not apply to roof truss -to -bop plate installations.
3) 8d common nails may be substituted for 8d x 1-1/2 nails, and 10d common nails may be substituted for 1Od x 1-1/2 nails.
4) NAILS: 8d x 1-1/2" nails are 0.131" dia_ x 1-1/2" long, 8d nails are 0.131" dia. x 2-112" long, 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long,
10d nails are 0.148" dia. x 3" long.
New products or updated product information are designated in blue font.
e\AL
` Uplift j
Fl
�"`•i`` � .ice � �:sl�"�r. .- �.���'
�12 9
l
Typical RT3A
truss/rafter to plate
installation
)
Typical RT7A
truss/rafter to
rinuhlp nlatp inctallatinn
Typical RT4 Typical RT5
truss/rafter to plate truss/rafter to
installation double plate installation
y! Uplift
F1
Typical MAT
2x4 bottom chord
inctallatinn
T
Typical RTBA
stud to double plate
inctallatinn
Typical RT6
truss/rafter to
plate installation
r
Typical RT10
truss/rafter to double plate
to ctiull inctallatinn
Corrosion Finish
O Stainless Steel 0 Gob Coat
O HOG IDTripleZinc
Typical RT7
truss/rafter to
double plate installation
F
t �
! 1 a
Typical RT15
truss/rafter to
rinrrhlp MOP inctallatinn
Hangers
HUS / JUS / MUS Slant Nail Face Mount Joist Hangers
The HUS, JUS & MUS hanger series offers double shear nailing. USP's
dimple allows for 30' to 45' nailing through the joist into the header
resulting in higher loads and less nailing. Slant nailing also eliminates
the need for shorter joist nails in 2x applications.
Materials: JUS -18 gauge; MUS -18 gauge; HUS -14 or 16 gauge
Finish: G90 galvanizing
1
Options: See Chart for Corrosion Finish Options. See HUS Specialty
Options Chart. Typical HUS46
Codes: See page 11 for Code Reference Chart installation
Installation:
• Use all specified fasteners. See Product Notes, page 17.
• Joist nails must be driven at a 30' to 45° angle through the joist
or truss into the header to achieve listed loads. Standard length
"double shear" nails must be used to achieve listed load values.
• JUS & MUS -16d sinkers (0.148" x 3-1X) may be used where 10d
commons are specified with no load reduction.
Double shear nail design ' Uses standard
features fewer nails and length nails
faster installation
HUS Specialty Options Chart
Refer to Specialty Options pages 228-229 for additional details.
Option
Inverted Flange
Not available in
Range
widths less than 2-1/4".
100% of table load.
Allowable
65% of table load when
Loads
nailing into the support
members end grain.
Add IF
Ordering
to product number.
Ex. HUS410 IF
Typical HUS4101F
inverted flange
installation
HUS28-2
AVAILABLE IN
ug USP'
STRUCTURAL CONNECTORS
MTek
Typical JUS26
installation
A
•.•�...
Dimple'allow • • �-
naffirm
w •
W
• JW28 •
•
I
I
�D
MUS
Hangers
Face Mount Hanger Charts
-USP
STRUCTURAL CONNECTORS
MTek
Fastener Schedule'`'
DF/SP
Dimensions (n)
Allowable Loads a
Header
Joist
USP
Steel
Q
c Code
Floor
Roof
UPow
100%
115%
125%
160%
Joist Size
Stock No.
Ref. No.
Gauge
W
H
D
A
Qty
Nail
Qty
Nail
85 if
Ref.
JL24
LU24
! 20
1-9/16
3
1-1/2
15/16�
4
j 10d
2
10dx1-1/2
470
540
580N--
5,
4
+ 16d
2
10d x 1-1/2
560
640
695
R5, F2
JL241F-TZ
18
1-9/16
3-1/8
1-1/2
-
4
1Od HOG
2
1Od x 1-1/2 HOG
465
535
580
31, R1,
1 4
16d HDG
2
1 Od x 1-1/2 HDG
550
615
615
F32
2 x 4
JUS24
WS24
18
1-9/16
3-1/8
1 3/4
1
4
10d
2
10d
675
775
835
SUH24
U24
16
1-9/16
3 1/4
2
1-3/16'
4
10d
2
10d x 1-1/2
500
560
605
0
5,
4
16d
2
10d x 1-1 /2
590
665
720
380
_
R5
HD26
HU26
14
1-9116
3-1/2
2
i 1-1/8
4
16d
2
1Od x 1-1/2
565
650
705
290
F2
6
10d
4
10d x 1-1/2
710
805
970
•
650.
, •
•
JL26
LU26
20
1 9/16
4-3/4
1-1/2
15/16
i •
6
16d
4
10d x 1-1/2
840
�&0
J
650•
6
10d HDG
4
10d x 1-1/2 HDG
695
80b•1
878
7300
• 31,111,
JL261F-TZ
LUC26Z
18
1-9/16
4-1/2
1-1/2
-
•
•'•
F32
6
16d HDG
4
10d x 1-1/2 HOG
830
f150••1636
730••
JUS26
LUS26
18
1-9/16
4-13/16
1-3/4
1
4
10d
4
tOd
1115
5,115,1
2 x 6
MUS26
MUS26
18
1-9/16
5-1/16
2
1
1 6
10d
6
10d
1285
14Z5,
5
865
1, R1, Fie
6
10d
4
10d x 1-112
750
755-
•
-�-'
SUH26
U26
16
1-9/16
5 118
2
1-3/16
•
•
`
6
16d
4
10d x 1-112
NO
1000
•-•••'••
10M
755
HUS26
HUS26
16
1-5/8
5-7/16
3
2
14
16d
6
16d
2760
314%
_ 5
1925�
' •
• 5, •
HD26
HU26
14
1-9/16
3-1/2
2
1-1/8
4
16d
2
10d x 1-1/2
565
�50
' 905
90 •
• •
• R51 •
HD28
HU28
14
1-9/16
5-1/4
2
1-1/8
8
16d
4
10d x 1-1/2
1130
299
• M90
730
•
F2
JL26
LU26
!
j 20
1-9/16
4-3/4
1-1/2
15/16
6
10d
4
10d x 1-1/2
710
4805
8M
6%
• •
6
16d
4
4 10d x 1-1/2
840
A60
3045
•
i
I
• •
• •
JL261F-TZ i
LUC26Z
I 18
1-9/16
4-112
1-1/2
----
6
10d HDG
, 4
` 10d x 1-1/2 HDG
--
695
• 810
73
•
31, Rl*
S
F32 •
6
16d HDG
4
10d x 1-1/2 HOG
830
950
1035
730
JL28
LU28
20
1-9/16
6-3/8
1-1/2
15/16
10
10d
6
10d x 1-1/2
1180
1295
1295
855
5,R5,F2
10
16d
6
10d x1-1/2
1400
1600
1740
855
8
10d HDG
4�10d
x 1-1/2 HDG
930
1065
1160
730
31,R1,
JL281F-TZ
--
18
1-9/16
6-1/8
1-1/2
----
F32
8
16d HDG
4
10d x 1-1/2 HDG
1105
1215
1215
730
I
JUS26
LUS26
18
1-9/16
4-13/16
1-3/4
1 1
4
10d
4
10d
870
1000
10£.0
1115
5, R5, F2
2 8 i
JUST 28 -
LUS28
18
1-9/16
6-5/8
1-3/4
1
6 -
10d
4
10d
1110
1270
1375
1115
x
MUS26
MUS26
18
1-9/16
5-1/16
2
1
6
10d
6
10d
1285
1475
1605
865
31,111,
MUS28
MUS28
18
1-9/16
7-1/_1_61
22
1
8
10d
8
10d
1710
1970
2140
1230
F32
SUH26
U26
16
1-9/16
5-1/8 I
j
2 ;
1-3/16
6 i
10d
4
10d x 1-1/2
750
840
910
755
1
i
6
16d
4
10dx1-1/2
880
1WO
10M
755
l
j
j
1
SUH28
-
16 11-9/1661-66--5
1-3/16
8
10d
6
10dx1-1/2 11000
1120
1210
800
5,
8
10d x 1-1/2
1175
1335
1440
800
[ R5
HUS26
HUS26
16
1-5/8
5-7/16 (
32
14
6
16d
2760
3140
3345
1925F2
HUS28
HUS28
16
1-5/8
7-3/16
3
222
*6d6
8
16d
4170
4345
4345
2570HD28
HU28
14
1-9116
5-1/4
21
1-1/8
8
4
10d x 1-1/2
1130
1295
1410
730
HD210 j
HU210
14
1-9/16
-
7-3/16(2I
11/8
12
4
10d x 1-1/2 11690
1945
2115
730 ,
1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.
2)16d sinkers (0.148 dia. x 3-1/4" long) may be used at 0.84 of the table load where 16d commons are specified. This does not apply to JUS, HUS, MUS slant nail hangers.
3) For JUS, HUS, and MUS hangers: Nails must be driven at a 30° to 45' angle through the joist or truss into the header to achieve the table loads.
4) NAILS: 1 Od x 1-112" nails are 0.148" dia. x 1-112" long,1 Od nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long.
New products or updated product information are designated in blue font.
Corrosion Finish 13Stainless Steel Mold Coat OHOG OTriple Zinc
s
m
<o
W
Ca
Plated Truss
THD Heavy -Duty Face Mount Truss Hangers
Medium -to -heavy capacity face mount hanger.
Some THD models are available with a
ti
A
min/max installation option.
Materials: See chart
Finish: G90 galvanizing
Options: See chart for Corrosion Finish Options
;;a'
it
�I ' IH
Codes: See page 11 for Code Reference Chart
i
1
Installation:
• Use all specified fasteners. See Product Notes, page 17.
4„, , `3"
• THD Min — Fill all round nail holes.
Typical THD28
w
THD28
• THD Max — Fill all round and diamond holes.
installation
Some model designs may vary
from illustration shown
A- US
STRUCTURAL CONNECTORS
MiTek
A
<7' I
s H
THD doubleor laver
•
•
Dimensions (in)
Fastener Schedule'
DF/SP • • • •
•.
Allowable Loads#")a •
C
0
•
Header
Truss
Min/
I
7OtyType
Floor
Roof • •
UPW
Joist /
USP
Steil
I
N
g
^J
�11IO
100%
115%
1
M%6
Truss Size
Stock No.
Ref. No.
Gauge
W
H
D
A
Max
Qty
Type
3 s
Ref.
2 x 6- 8
THD26
I HTU26
i 16
f
1-5/8 5-1/16
i
3
1-7/8
Min
181
16d
" 12
--�
' 10d x 1-1/2 ' 2645
-- —
3tf00
3060
•
1•••
_
Max
Min
20
288
1�
16�Od
20
10d x 1-11� 2940
x l-1/2 4115
3335
4485
3VO
4ft
2330
•
2 x 8 - 10
THD28
HTU28
16
1-5/8 i 7
3�
1-7/8
...7
Max
28
16d
26
10d x 1-1/2
4115
4670
2338
�—
2 x 10 -12
THD210
HTU210
16
1-5/8
9
3
1-7/8
Min
Max
38
386d
16d
1
20
3
10d x 1-1/2
t0d x 1-1/2
5115
5115
5115
3095
—
f
5585
6335
6415
3790
(2) 2 x 6 - 8
THD26-2
HTU26-2 U6-2
14
3-7/16
5-3/8
3
2
—
18
16d
12
1 od
2770
3150
3355
2340
H
(2) 2 x 8 - 10
THD28-2
HHUS28-2,
14
3-7/16
7-1/8
3
2
i --
28
16d
16
10d
_
4310
4860
5005
2595
I
HTU28-2
(2) 2 x 10 -12
THD210 2
�210-2 HHUS210-2,
14
3-7/16
9-1/8
3 i
2
--
38
16d
20
10d
5850
6600
7045
3905
5,
RS
4 x 6 - 8
TH046 i
HHUS46 _
14
3-5/8
5-5/16
i 3 j
2
18
' 16d
12
10_d __
2770
3355
2340
F2
28
16d
4310
_3125
4860
5005
2595
4 x 8 - 10
TH D48_
HHUS48
14 13-5/8
1
7-1/16 13_
2
16
10d
4 x 10 -12
4 x 12 - 14
THD410_
THD412
HHUS410_
14
14
3-5/8
3-5/8
9-1/16 ,
11
3 ?
3 1
2
3
--
38
48
16d
16
20
20i
10d
10d
5_850
7045
6800
7045
3905
7045
7045
3905
_
4 x 14 - 16
(3) 2 x 10 -12
THD414 i
�TH0210-3 3
HHUS210-3
14
12
3-5/8 !.
5-1/8
12-7/8 i
9
3
3
3
3
--
--
58
38
16d '
16d
20 1
20
10d
10d
7045
6535
7045
7255
7045
7605
3905
3850
_
,
6 x 10 -12 1
THD610 T
HHUS5.50/10 i
12
5-1/2 I
9 1
_3 i
3
--
38
16d
20
10d
6535
7255
7605
8415
3410
`-
6 x12-14
6 x 14 - 66
THD612 _
THD614
_
1
12 1
12
5-1/2 i
5-1/2 .
_11
12 7/8
3
3
3
�3
48
58
16d
16d
20
20
10d
10d
8255
8415
8415
8415
8415
4255
4255
vE
(4) 2 x 10 -12
THD210-4
HHUS210-4
12
6-3/4)
9
3
3
ry -�
38
16d
20
10d
6535
7255
7605
3850
7 x 9-1/4 - 14
THD7210
HHUS7.25/10
2
7-1/4
9
3 I
3
--
38
16d
20 ,
10d
6535
7255
7605
3410
1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.
2) NAILS: 1Od x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 1Od nails are 0.148" dia. x 3" lonq,l6d nails are 0.162" dia. x 3-1/2" long.
New products or updated product information are designated in blue font.
Corrosion Finish DStainless Steel UGold Coat E3HDG DTriple Zinc
Specialty Options Chart
— refer to Specialty Options pages 228-229 for additional details.
Option
Skewed"'
Sloped Seat'
Sloped / Skewed""
Inverted Flange
Not available in widths < 3".
Range
1 ° to 45"
1• to 45•
See Sloped Seat and Skewed
Widths > 3" can have
one flange inverted.
100% of table load.
Allowable
85% of table load
65°k of table load
65°h of table load
65% of table load when
Loads
nailing into the support
members end grain.
Add SK, angle required,
Add SL, slope required,
right (R) or left (L), and
Add 11F, one flange,
square cut (SO) or
and up (U) or
See Sloped Seat and Skewed.
right (R) and left (L),
Ordering
bevel cut (Big
down (D), to
Ex. THD410_SK45R_SO_SL30D
to product number.
to product number.
Product number.
Ex. THD410_11FR
Ex.THD410_SK45R_SO
Ex•THD410_SL30D
1) Skewed hangers with skews greater than 15°
may have all joist nailing on outside flange.
2) Sloped or sloped / skewed hangers with
slopes greater than 15° may have additional
joist nails.
I) For skewed hangers, the required cut type
(square or bevel) of Joist member may vary
based on skew tingle and width of hanger.
Some square cut hangers will require
custom pricing due to welded back plate.
New products or updated product information
ire designated in blue font.