RC-06-22-1613 CancelledI10C
Do not sign out plans.
We need:
1.DERM approval
2.Contractor Lic and Ins
3. $200.00
before we take new plans with corrections.
Miami Shores Village
nNTnP'ED
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
PERMIT APPLICATION
BUILDING ❑ ELECTRIC ❑ ROOFING
Master Permit No
Sub Permit No.
J U N 2 4 2022
uyl
FBC 207,�,0'7
❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: ,(Q 1�W A02P\, 8T
Citv: Miami Shores County: Miami Dade Zip: _-55A68
Folio/Parcel#: AA -J_A 3r�' 0 A A - nA/10 Is the Building Historically Designated: Yes NO _
Occupancy Type: Load: Constru
OWNER: Name (Fee Simple Title
Address: ci_G i4uU AoF5.A'
a
City: Hi aM� s gn9)e'-2 State:
Tenant/Lessee Name:
Flood Zone: BFE: FFE:
Pho
3346e
CONTRACTOR: Company Name: _ 1rl-Q.tM�4��_ Phone#: , �54�
Address: _AoBAjt�g 02gzA3)C, -MT
City: M� NM State: Zip: 33 A A4:1
a
Qualifier Name: LAgL.L.A. T-tggAa_ tEiv1QS Phone#:
State Certification or Registration #: C6C S2O►q 2.0 Certificate of Competency #:
DESIGNER: Architect/Engineer:
Address:
Phone#:
City: State: Zip:
Value of Work for this Permit: $ 3$S. C00. 00 Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace
❑ Demolition
Ll
Description of Work: -rj Ora Arts] T-ULL �.�u►C��- t_ir of ex SnT rAG% AQ QAA A6 zANS
Specify color of color thru the:
Submittal Fee $
Scanning Fee $
Technology Fee $_
Structural Reviews $
(Revised02/24/2014)
Permit Fee $
Radon Fee $
Training/Education Fee $
CCF $
DBPR $
CO/CC $
Notary $
Double Fee $ _
Bond $
TOTAL FEE NOW DUE $
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 approved and a reinspection fee will be charged.
/ Signature Signatur 4
OWNER or AGENT TRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
03 day of T pigs , 20gW- by A3 day of 3AitAS , 20 22- by
V-Arr-IkE,L T-e snTAS who is personally known to _LAvuA r--wk-C-L (EMOS who is personally known to
me or who has produced
as me or who has produced
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: ors- Sign:
Print: tPrint: -'Toao 1Ni
Seal: COOao MMISS08GG442296I�Ml4:*w%
x=
LMn .JAI X X n ° i 7� e701 �,y�j� •�FVFs
APPROVED BY
Plans Examiner
Structural Review
as
Zoning
Clerk
(Revised02/24/2014)
�4
w
10050 N.E. SECOND AVENUE
MIAMI SHORES. FLORIDA 33138-2382
TELEPHONE: (305) 795-2207
TRAVIS HENDALL FAX (305) 756-8972
Planning & Zoning Director
DEVELOPMENT ORDER
File Number: STPL-000076-2021
Property Address: 26 NW 108 Street, Miami Shores FL 33138
Owner/Applicant: Rafael & Anna Freitas
Address: 26 NW 108 Street, Miami Shores FL 33138
Whereas, the applicant Rafael & Anna Freitas (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 for an
addition.
Whereas, a public hearing was held on September 30, 2021 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.
2) Applicant to maintain two (2) legal parking spaces on site.
3) Applicant to apply for and obtain all required building permits from the
Building Department before beginnirig work.
Page I of 2
DO-STPL-000076-2021_Freitas VISIT US I www.miamishoresvillage.com
4) Applicant to apply for and obtain all necessary permits and approvals from
outside agencies.
5) 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.
6) Applicant to meet all applicable code provisions at the time of permitting.
7) 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.
8) Applicant to complete a covenant in the form of a "Declaration of Use" assuring
the property is used only for a single family purpose, record the covenant with
the Miami -Dade County Recorder and provide the planning director with a copy
of the recorded document prior to the final inspection by the Building Official.
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 3011; day of September, 2021
by the Planning and Zoning Board as follows:
Motion to approve subject to Staffs recommendations with the
condition that the Applicant will add a window on the West elevation
by Ms. Hegedus, seconded by Mr. Brady and the Motion was
unanimously approved.
Mr. Snow
Yes
Mr. Bolton
Yes
Ms. Hegedus
Yes
Mr. Brady
Yes
Chairman Busta
Yes
Date
DO-STPL-000076-2021_Freitas
( 5 � �- V, � �_r,
John Busta
Chair, Planning Board
Page 2 of 2
U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008
Federal Emergency Management Agency Expiration Date: November 30, 2022
National Flood Insurance Program -------
ELEVATION CERTIFICATE
Important: Follow the instructions on pages 1-9.
Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner.
SECTION A — PROPERTY INFORMATION
FOR INSURANCE COMPANY USE
Al. Building Owner's Name
Policy Number:
Rafael Berthold Freitas & Anna Leticia Freitas
A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P O. Route and
Company NAIC Number:
Box No.
26 N 108th ST
City State ZIP Code
MIAMI SHORE Florida 33168
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 3; BLOCK 211; PB 52-33; OF PUBLIC RECORDS OF MIAMI DADE COUNTY, FLORIDA; FOLIO: 11-2136-011-0110
A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL
A5. Latitude/Longitude: Lat.25°52'26.24"N Long. 80°11'52.21"W Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983
A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
A7. Building Diagram Number 9
A8. For a building with a crawlspace or enclosure(s):
a) Square footage of crawlspace or enclosure(s) 1272.00 sq ft
b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 16
c) Total net area of flood openings in A8.b 1932.00 sq in
d) Engineered flood openings? ❑ Yes ❑x No
A9. For a building with an attached garage:
a) Square footage of attached garage 308.00 sq ft
b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0
c) Total net area of flood openings in A9.b 0.00 sq in
d) Engineered flood openings? ❑ Yes ❑x No
SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP Community Name & Community Number
B2. County Name
B3. State
VILLAGE OF MIAMI SHORES 120652
MIAMI DADE
Florida
B4. Map/Panel B5. Suffix B6. FIRM Index B7 FIRM Panel B8. Flood B9. Base Flood Elevation(s)
Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth)
Revised Date
12086C 0302 L 09-11-2009 09-11-2009 X N/A
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 139:
❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source:
B11. Indicate elevation datum used for BFE in Item 139: ❑x NGVD 1929 ❑ NAVD 1988 ❑ Other/Source:
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ❑x No
Designation Date: ❑ CBRS ❑ OPA
FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 1 of 6
ELEVATION CERTIFICATE OMB No. 1660-0008
Expiration Date: November 30, 2022
IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number:
26 N 108th ST
City State ZIP Code Company NAIC Number
MIAMI SHORE Florida 33168
SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1 Building elevations are based om ❑ Construction Drawings' L-1 Building Under Construction'' 0 Finished Construction
*A new Elevation Certificate will be required when construction of the building is complete.
C2. Elevations— Zones Al—A30, AE, AH. A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, AR/AE, AR/At—A30, AR/AH, AR/AO,
Complete Items C2.a—h below according to the building diagram specified in Item A7 In Puerto Rico only. enter meters.
Benchmark Utilized- Vertical Datum NGVD 1929
Indicate elevation datum used for the elevations in items a) through h) below.
❑x NGVD 1929 ❑ NAVD 1988 ❑ Other/Source-
Datum used for building elevations must be the same as that used for the BFE.
a) Top of bottom floor (including basement, crawlspace, or enclosure floor)
b) Top of the next higher floor
c) Bottom of the lowest horizontal structural member (V Zones only)
d) Attached garage (top of slab)
e) Lowest elevation of machinery or equipment servicing the building
(Describe type of equipment and location in Comments)
f) Lowest adjacent (finished) grade next to building (LAG)
g) Highest adjacent (finished) grade next to building (HAG)
h) Lowest adjacent grade at lowest elevation of deck or stairs, including
structural support
Check the measurement used.
9.6
❑x
feet
❑ meters
12.7
❑x
feet
❑ meters
N/A
feet
❑ meters
10.8
feet
❑ meters
11.2
❑x
feet
❑ meters
10.4
❑x
feet
❑ meters
10.8
❑x
feet
❑ meters
N/A ❑x feet ❑ meters
SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information.
1 certify that the information on this Certificate represents my best efforts to interpret the data available. l understand that any false
statement may be punishable by fine or imprisonment under 18 0, S. Code, Section 1001
Were latitude and longitude in Section A provided by a licensed land surveyor? ❑x Yes ❑ No ❑x Check here if attachments.
Certifier's Name
ARTURO R. TOIRAC
PROFESSIONAL SURVEYORS AND MAPPER
License Number
3102
Company Name
Place
VIZCAYA SURVEYING AND MAPPING, INC (LB #8000)
Seal
Address
13217 SW 46th LN
Here
City State
MIAMI
Code
Florida
733175
Signature Date
Telephone
Ext.
06-05-2021
(305)223-6060
Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner.
Comments (including type of equipment and location, per C2(e), if applicable)
C2e) ELEV. ON CONC. BASE OF A/C UNIT LOCATED AT LEFT SIDE OF THE BLDG
ELEV. COR(H) 10.64-
LAT/LONG OBTAINED USING: "A GPS RECEIVER"
FEMA Form 086-0-33 (12/19) Replaces all previous editions Form Page 2 of 6
ELEVATION CERTIFICATE
IMPORTANT: In these spaces, copy the corresponding information from Section A.
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
26 N 108th ST
City
MIAMI SHORE
OMB No. 1660-0008
Expiration Date: November 30, 2022
FOR INSURANCE COMPANY USE
Policy Number:
State ZIP Code I Company NAIC Number
Florida 33168
SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED)
FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zones AO and A (without BFE), complete Items El—E5. If the Certificate is intended to support a LOMA or LOMR-F request,
complete Sections A, B,and C. For Items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only,
enter meters.
E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below
the highest adjacent grade (HAG) and the lowest adjacent grade (LAG).
a) Top of bottom floor (including basement,
crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG
b) Top of bottom floor (including basement,
crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG.
E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions),
the next higher floor (elevation C2 b in
the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E3. Attached garage (top of slab) is
E4. Top of platform of machinery and/or equipment
servicing the building is
❑ feet ❑ meters ❑ above or ❑ below the HAG.
❑ feet ❑ meters ❑ above or ❑ below the HAG
E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's
floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G.
SECTION F— PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or
community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge.
Property Owner or Owner's Authorized Representative's Name
Address
Signature
Comments
City
Date
State ZIP Code
Telephone
❑ Check here if attachments.
Form Page 3 of 6
FEMA Form 086-0-33 (12/19) Replaces all previous editions.
OMB No. 1660-0008
ELEVATION CERTIFICATE Expiration Date: November 30, 2022
IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number:
26 N 108th ST
City State ZIP Code Company NAIC Number
MIAMI SHORE Florida 33168
SECTION G — COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete
Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement
used in Items G8—G10. In Puerto Rico only, enter meters.
G1 ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,
engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation
data in the Comments area below.)
G2 A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE)
or Zone AO.
G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes.
G4. Permit Number G5. Date Permit Issued G6. Date Certificate of
Compliance/Occupancy Issued
G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement
G8. Elevation of as -built lowest floor (including basement)
of the building:
G9. BFE or (in Zone AO) depth of flooding at the building site:
G10. Community's design flood elevation:
Local Official's Name
Title
Community Name Telephone
Signature Date
Comments (including type of equipment and location, per C2(e), if applicable)
❑ feet ❑ meters Datum
❑ feet ❑ meters Datum
❑ feet ❑ meters Datum
❑ Check here if attachments.
FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 4 of 6
BUILDING PHOTOGRAPHS OMB No. 1660-0008
ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2022
IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number:
26 N 108th ST
City State ZIP Code Company NAIC Number
MIAMI SHORE Florida 33168
If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the
instructions for Item A6. Identify all photographs with date taken; "Front View" and 'Rear View' ; and, if required, 'Right Side View" and
"Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or
vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page.
Photo One
Photo One Caption FRONT VIEW (06/05/2021)
Clear Photo One
Photo Two _
Photo Two Caption REAR VIEW (06/05/2021) Clear Photo Two
FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 5 of 6
BUILDING PHOTOGRAPHS OMB No. 1660-0008
ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2022
IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number:
26 N 108th ST
City State ZIP Code Company NAIC Number
MIAMI SHORE Florida 33168
If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs
with: date taken; "Front View" and 'Rear View"; and, if required, 'Right Side View" and "Left Side View." When applicable,
photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8.
Photo Three
Photo Three Caption RIGHT SIDE VIEW (06/05/2021)
Photo Four
Photo Four Caption LEFT SIDE VIEW (06/05/2021)
ti
Clear Photo Three I
Clear Photo Four
FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Nage ti or b
�`yyvR�s 'car
sob
��QRlp4'
PERMIT ADDRESS: 26 NW 108TH ST PARCEL: 1121360110110
Miami Shores, FL 33168
APPLICATION DATE: 06/24/2022 SQUARE FEET: 0.00 DESCRIPTION: ADDITION AND FULL REMODEL
EXPIRATION DATE: 12/21/2022 VALUATION: $385,000.00
CONTACTS NAME COMPANY ADDRESS
Contractor TBA
TBA
Owner Rafael Freitas 26 NW 108
REVIEW ITEM STATUS REVIEWER
1. Building Requires Miguel Cabrera email: BD@msvfl.gov
Re -submit
v.1 - Not Resolved
Correction: General
Comments: See Corrective Action
Corrective Action: Date: JULY 7, 2022
Process Number: RC-06-22-1613
Reviewer: MIGUEL CABRERA
Should you have any questions regarding these comments, please contact the plan reviewer, bd@msvfl.gov
These Comments are from BUILDING
1. Plans must be revised and approved by PLANNING AND ZONING DEPT.
2. PLANS MUST GO TO DERM FOR REVIEW.
3. Plans must be approved by HRS
4. Must provide separate shop drawings and permits for, TRUSSES, FENCING, RAYLINGS, DRIVEWAY, POOL AND ALL THAT APPLY .
5. COMPLY WITH THE REQUIEREMENT OF ALL DENIED TRADES IF ANY APPLY .
6. OTHER COMMENTS MAY FOLLOW
Your plans and permit application CANNOT be approved UNTIL the following corrections or added information are completed.
2. Electrical Requires Michael DeVaney email: Nu1125@msvfl.gov
Re -submit
v.1 - Not Resolved
Correction: General
Comments: ADD RECEPTACLE FOR ACCU SERVICE. NEC 210.63
ADD RECEPTACLE FOR FUTURE POOL REQUIREMENT. NEC 680.22(A)(1).
GAS WATER HEATER IS ON CKT 14 NOT12.
GAS COOKTOP IGNITER IS ON WITH DISPOSAL.
IS ALL OF THE WEST WALL OF THE MASTER BEDROOM A CLOSET?
Corrective Action: Type Comments here
3. Flood Approved Miguel Cabrera email: BD@msvfl.gov
v.1 - No Correction
4 Mechanical Requires Jan Pierre Perez email: me@msvfl.gov
Re -submit
v.1 - Not Resolved
Correction: General
Comments: NEED TO COMPLY WITH FBC2020-R806.5(1)
Corrective Action: UNVENTED ATTIC
5. Planning Approved
v.1 - No Correction
6. Plumbing Requires
Re -submit
v.1 - Not Resolved
Correction: General
July 26, 2022
Claudia Hasbun email: hasbunc@msvfl.gov
Nino Coll email: PL@msvfl.gov
10050 NE 2 Ave Miami Shores FL 33138
Page 1 of 2
Comments: See Corrective Action
Corrective Action: provide DERM APPPROVAL NEW SEPTIC TANK
7. Structural Requires Orlando Blanco email: bz3@msvfl.gov
Re -submit
v.1 -Not Resolved
Correction: General
Comments: 2ND REVIEW AS OF 7/12/2022
ITEM NO.1, AS LISTED BELOW, IS STILL PENDING
1. PROVIDE TWO COPIES OF SPECIAL INSPECTOR FORM, FULLY EXECUTED FOR
A) REINFORCED MASONRY PER SECTION 2122.4 OF FBC 7TH EDITION
(2020) CODE
B) MIAMI DADE COUNTY ADMINISTRATIVE CODE, ARTICLE II, SECTION 8-22
1) SOIL COMPACTION
(REFER TO ATTACHED COPY OF THE INSPECTION FORM)
ADDITIONAL COMMENTS MAYBE PENDING AFTER REVIEW OF THE REQUESTED DOCUMENTS LISTED ABOVE
Corrective Action: 2ND REVIEW AS OF 7/12/2022
ITEM NO.1, AS LISTED BELOW, IS STILL PENDING
1. PROVIDE TWO COPIES OF SPECIAL INSPECTOR FORM, FULLY EXECUTED FOR
A) REINFORCED MASONRY PER SECTION 2122.4 OF FBC 7TH EDITION
(2020) CODE
B) MIAMI DADE COUNTY ADMINISTRATIVE CODE, ARTICLE II, SECTION 8-22
1) SOIL COMPACTION
(REFER TO ATTACHED COPY OF THE INSPECTION FORM)
.........f..xxxxxxxx.,f,=....f, ...................x...,.x.,..k.,.,+f...x.
ADDITIONAL COMMENTS MAYBE PENDING AFTER REVIEW OF THE REQUESTED DOCUMENTS LISTED ABOVE
Correction: General
Comments: 1. PROVIDE TWO COPIES OF SPECIAL INSPECTOR FORM, FULLY EXECUTED FOR
A) REINFORCED MASONRY PER SECTION 2122.4 OF FBC 7TH EDITION
(2020) CODE
B) MIAMI DADE COUNTY ADMINISTRATIVE CODE, ARTICLE II, SECTION 8-22
1) SOIL COMPACTION
(REFER TO ATTACHED COPY OF THE INSPECTION FORM)
..x,ww,e.aff..fYf ix►.wf+ffx..f.x.xxw.a-Rlrml.......... *.... .........
ADDITIONAL COMMENTS MAYBE PENDING AFTER REVIEW OF THE REQUESTED DOCUMENTS LISTED ABOVE
Corrective Action: 1. PROVIDE TWO COPIES OF SPECIAL INSPECTOR FORM, FULLY EXECUTED FOR
A) REINFORCED MASONRY PER SECTION 2122.4 OF FBC 7TH EDITION
(2020) CODE
B) MIAMI DADE COUNTY ADMINISTRATIVE CODE, ARTICLE II, SECTION 8-22
1) SOIL COMPACTION
(REFER TO ATTACHED COPY OF THE INSPECTION FORM)
......x......................x,x.,............,.,.................. . --
ADDITIONAL COMMENTS MAYBE PENDING AFTER REVIEW OF THE REQUESTED DOCUMENTS LISTED ABOVE
July 26, 2022 10050 NE 2 Ave Miami Shores FL 33138 Page 2 of 2
Miami Shores Village
,
Building Department
10050 NE 2"d Ave.
4 Pei M
Miami Shores, FL 33138
305-795-2204 / Fax 306-756-8972
STRUCTURAL REVIEWS COMMENTS - AS OF 6/28/2022
Permit No.: RC22-1613
Project Address: 26 NW 108TH ST.
Page I of 1
2ND REVIEW AS OF 7/12/2022
ITEM NO. 1, AS LISTED BELOW, IS STILL PENDING
1. PROVIDE TWO COPIES OF SPECIAL INSPECTOR FORM, FULLY EXECUTED
FOR:
A) REINFORCED MASONRY PER SECTION 2122.4 OF FBC 7TH EDITION
(2020) CODE
B) MIAMI DADE COUNTY ADMINISTRATIVE CODE, ARTICLE II,
SECTION 8-22
1) SOIL COMPACTION
(REFER TO ATTACHED COPY OF THE INSPECTION FORM)
ADDITIONAL COMMENTS MAYBE PENDING AFTER REVIEW OF THE
REQUESTED DOCUMENTS LISTED ABOVE
Miami Shores Village
,SKnRN��
Building Department
10050 NE 2nd Ave.
Fa'
Miami Shores, FL 33138
305-795-22041 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 Th Edition (2020) and Miami Dade County Administrative Code at the
project on the below listed structure as of (date). I am a registered
arch itect/professional engineer licensed in the State of Florida.
Process Number: —9 "
_VSpecial Inspector for Reinforced Masonry, Section 2122.4 of the FBC 7TH Edition (2020)
Miami Dade County Administrative Code, Article II Section B-22 Special Inspector for
Trusses > 35 ft. long or 6 ft. high
Steel Framing and Connections welded or bolted
L/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
inspection*
1. _ 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 engineering;
graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination;
or registration as building inspector or general contractor.
I (we) will notify the Miami Shores Building Department of any changes regarding authorized personnel
performing inspection services.
I (we), understand that a Special Inspector inspection log for each building must be displayed in a
convenient location on the site for reference by the Miami Shores Building Department Inspector. All
mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores
Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to
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 the completed
inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and
professional judgment those portions of the project outlined above meet the intent of the Florida Building
Code and are in substantial accordance with the approval plans.
Engineer/Architect
Signed and Sealed
Date:
Name
Address
Print
5„aaNs
Miami Shores Village
Building Department
10050 NE 2"d Ave.
FiaR►
Miami Shores, FL 33138
305-795-2204 / Fax 305-756-8972
STRUCTURAL REVIEWS COMMENTS - AS OF 6/28/2022
Permit No.: RC22-1613
Project Address: 26 NW 108TH ST.
Page 1 of I
2ND REVIEW AS OF 7/12/2022
ITEM NO. 1, AS LISTED BELOW, IS STILL PENDING
1. PROVIDE TWO COPIES OF SPECIAL INSPECTOR FORM, FULLY EXECUTED
FOR:
A) REINFORCED MASONRY PER SECTION 2122.4 OF FBC 7TH EDITION
(2020) CODE
B) MIAMI DADE COUNTY ADMINISTRATIVE CODE, ARTICLE II,
SECTION 8-22
1) SOIL COMPACTION
(REFER TO ATTACHED COPY OF THE INSPECTION FORM)
ADDITIONAL COMMENTS MAYBE PENDING AFTER REVIEW OF THE
REQUESTED DOCUMENTS LISTED ABOVE
flNsL,
Miami Shores Village
Building Department
10050 NE 2nd Ave.
;p
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 Th Edition (2020) and Miami Dade County Administrative Code at the
project on the below listed structure as of (date). I am a registered
arch itectlprofessional engineer licensed in the State of Florida.
Process Number: ---�7
especial Inspector for Reinforced Masonry, Section 2122.4 of the FBC 7T" Edition (2020)
�Nliami Dade County Administrative Code, Article II Section 8.22 Special Inspector for
Trusses > 35 ft. long or 6 ft. high
_ Steel Framing and Connections welded or bolted
?/BOil 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
inspection*
1. 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 engineering;
graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination;
or registration as building inspector or general contractor.
I (we) will notify the Miami Shores Building Department of any changes regarding authorized personnel
performing inspection services.
I (we), understand that a Special Inspector inspection log for each building must be displayed in a
convenient location on the site for reference by the Miami Shores Building Department Inspector. All
mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores
Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to
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 the completed
inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and
professional judgment those portions of the project outlined above meet the intent of the Florida Building
Code and are in substantial accordance with the approval plans.
Engineer/Architect
Signed and Sealed
Date:
Name
Address
Print
FORM R405-2020
ENERGIPP CE LEVEL (EPL) DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 90
The lower the EnergyPerformance Index, the more efficient the home.
1 New construction or existing
2 Single family or multiple family
3. Number of units, if multiple family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (ftz)
7. Windows** Description
a. U-Factor: Sgl, U=0.94
SHGC: SHGC=0.45
b. U-Factor: N/A
SHGC:
c. U-Factor: N/A
SHGC:
d. U-Factor: N/A
SHGC:
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC:
8. Skylights Description
a. U-Factor(AVG): N/A
SHGC(AVG): N/A
9. Floor Types
a. Slab -On -Grade Edge Insulation
b. N/A
c. N/A
26 NW 108 STREET, MIAMI, FL, 33168
Addition
Detached
1
3(1)
No
1916
Area
291.29 ftz
ftz
ftz
ftz
6.528 ft.
0.450
Area
ftz
Insulation
Area
R=1 0
1915.50 ftz
R=
ftz
R=
ftz
10. Wall Type and Insulation
a. Concrete Block - Int Insul, Exterior
b. N/A
c. N/A -
d. N/A
11. Ceili Type a d insulation ulation level
a. of Deck (Unvented)
b, A
12. Ncts, location & insulation level
a. p: Attic, Ret: Attic, AH: STJA
b. Sup`. ic, Ret: Atti
13. Cooling systems
a. Central Unit
b. Central Unit
14. Heating systems
a. Electric Strip Heat
b. Electric Strip Heat
15. Hot water systems -
a. Electric
b. Conservation features
None
Credits (Performance method)
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above a cergy saving features which will be installed (or exceeded)
in this home before final inspecti, m.B%tLzwise, a new EPL Display Card will be completed
based on installed Code cprrr��ja. �. fe t r s.
Designer ��;; � 25�1Y05.
Builder Signature: = Date:
-1--_ 2-7
Address of New Home :o `,gs11,25:40City/FL Zip:
_
-04'00'
Insulation Area
R=4 1 2240.80 ftz
R=
ftz
R=
ftZ
R=
ftZ
sulation
Area
=30.0
1915.50 ftz
ftz
-
ftz
R ftz
8 180
ING ROOM 8 180
kBtu/hr Efficiency
23.9 SEER:16.50
23.9 SEER:16.50
kBtu/hr Efficiency
17.1 COP:1.00
17.1 COPA.00
Cap: 1 gallons
EF: 0.92
pan WS
Pstat
*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 Energy Rating. 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.
4/1/2022 4:27 PM 7.0.00 - FlaRes202O FBC 7th Edition (2020) Compliant Software Page 1 of 1
FORM R405-2020
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: 22-0208 FREITAS RESIDENCE
Builder Name:
Street: 26 NW 108 STREET
Permit Office:
City, State, Zip: MIAMI , FL, 33168
Permit Number:
Owner:
Jurisdiction:
Design Location. FL, Miami
County: Miami -Dade (Florida Climate Zone 1 )
1. New construction or existing Addition
10. Wall Type$2240.8 sqft.)
Insulation Area
2. Single family or multiple family Detached
a. Concrete Block - Int Insul, Exterior
R=4.1 2240.80 ft2
b. N/A
R= ft2
3. Number of units, if multiple family 1
c. N/A
R= ft2
4 Number of Bedrooms(Bedrms In Addition) 3(1)
d. N/A
R= ft2
11. Ceiling Types (1915.5 sqft.)
Insulation Area
5. Is this a worst case? No
a. Roof Deck (Unvented)
R=30.0 1915.50 ft2
6. Conditioned floor area above grade (ftZ) 1915.5
b. N/A
R= ft2
Conditioned floor area below grade (ft2) 0
c. N/A
R= ft2
7. Windows(291.3 sqft.) Description Area
12. Ducts
a. Sup: Attic, Ret: Attic, AH: STUDY
R ft2
8 180
a. U-Factor: Sgl, U=0.94 291.29 ft2
b. Sup: Attic, Ret: Attic, AH: DINING ROOM 8 180
SHGC: SHGC=0.45
b. U-Factor: N/A ft2
13. Cooling systems
kBtu/hr Efficiency
SHGC:
a. Central Unit
23.9 SEER:16.50
c. U-Factor: N/A ft2
b. Central Unit
23.9 SEER:16.50
SHGC:
Area Weighted Average Overhang Depth: 6.528 ft.
14. Heating systems
a. Electric Strip Heat
kBtu/hr Efficiency
171 COP:1.00
Area Weighted Average SHGC: 0.450
b. Electric Strip Heat
17.1 COP:1.00
8. Skylights Area
c U-Factor:(AVG) N/A ft2
15. Hot water systems -
SHGC(AVG): N/A
a. Electric Tankless
Cap: 1 gallons
9. Floor Types (1915.5 sqft.) Insulation Area
EF: 0.920
a. Slab -On -Grade Edge Insulation R=1.0 1915.50 ftZ
b. Conservation features
b. N/A R= ft2
None
c. N/A R= ft2
16. Credits
Pstat
Area: 0.152 Total Proposed Modified Loads: 77.98
PASS
Glass/Floor
Total Baseline Loads: 86.67
I hereby certify that the plans and pns covered by
Review of the plans and
❑T>165TAp�,
this calculation are in compliance Energy
specifications covered by this
Code. __ ': k ` _=
`
calculation indicates compliance
with the Florida Energy Code.
++v+++. I
PREPARED BY: "' V
Before construction is completed
'
j•
DATE: -Date:_..
this building will be inspected for
0 �
compliance with Section 553.908
p
* o
2022.Q5.Z7
I hereby certify that this bull ,a as esigned.is in compliance
Florida Statutes.
4
with the Florida Energy CodJ. T:25:49 -04+OO
0 wE
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 R403.3.2.1.
- Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an
envelope leakage test report with envelope leakage no greater than 3.00 ACH50 (R402.4.1.2).
4/1/2022 4:27 PM 7.0.00 - FlaRes202O FBC 7th Edition (2020) Compliant Software Page 1 of 5
FORM R405-2020 INP
MMARY CHECKLIST RE
Title:
22-0208 FREITAS RESIDEN
Building Type:
User
Owner Name:
# of Units:
1
Builder Name:
Permit Office:
Jurisdiction:
Family Type:
Detached
New/Existing:
Addition
Comment:
PROJECT
Bedrooms:
3
Conditioned Area:
1916
Total Stories:
1
Worst Case:
No
Rotate Angle:
0
Cross Ventilation:
No
Whole House Fan:
No
CLIMATE
Address Type:
Street Address
Lot #
Block/Subdivision.
PlatBook:
Street:
26 NW 108 STREET
County:
Miami -Dade
City, State, Zip:
MIAMI ,
FL, 33168
Design Temp
Int Design Temp
Heating
Design Daily Temp
V
Design Location TMY Site
97.5 %
2.5 %
Winter
Summer Degree
Days
Moisture
Range -
FL, Miami FL_MIAMI_INTL_AP
51
90
70
75
149.5
56
Low
BLOCKS
Number
Name Area Volume
_
1
AHU-1 931.6499 9316.5
2
AHU-2 983.8500 9838.5
SPACES
Number
Name Area Volume
Kitchen Ooouparafs.
Bedrooms
InfilID
Finished
Cooled
Heated
1
STUDY 113.12 1131.2
No
1
0
1
Yes
Yes
Yes
2
BEDROOM 3 172.81 1728.1
No
1
1
1
Yes
Yes
Yes
3
BATH 3 88.12 881.2
No
0
0
1
Yes
Yes
Yes
4
MASTER BEDROO 237.6 2376
No
2
1
1
Yes
Yes
Yes
5
MASTER WIC 320 3200
No
0
0
1
Yes
Yes
Yes
6
LIVING ROOM 226.45 2264.5
No
2
0
1
Yes
Yes
Yes
7
DINING ROOM 239 2390
No
2
0
1
Yes
Yes
Yes
8
BEDROOM 2 304 3040
No
1
1
1
Yes
Yes
Yes
9
KITCHEN 214.4 2144
Yes
1
0
1
Yes
Yes
Yes
FLOORS
`;
# Floor Tvpe Space
Perimeter Perimeter R-Value
Area
Joist R-Value
Tile
Wood
Carpet
1 Slab -On -Grade Edge Insulatio STUDY
21 ft 1
113.12 ft2
____
0.8
0.2
0
2 Slab -On -Grade Edge Insulatio BEDROOM 3
14 ft 1
172.81 ft2
----
0.8
0.2
0
3 Slab -On -Grade Edge Insulatio BATH 3
7.1 ft 1
88.12 ft2
--_-
0.8
0.2
0
4 Slab -On -Grade Edge Insulatio MASTER BEDRO 28 ft t
237.6 ft2
----
0.8
0.2
0
5 Slab -On -Grade Edge Insulatio MASTER WIC
54 ft 1
320 ft2
---_
08
0.2
0
6 Slab -On -Grade Edge Insulatio LIVING ROOM
17 8 ft 1
226.45 ft2
_-__
0.8
0.2
0
7 Slab -On -Grade Edge Insulatio DINING ROOM
14.5 ft 1
239 ft2
----
0.8
0.2
0
4/1/2022 4:27 PM 7.0.00 - FlaRes202O FBC 7th Edition (2020) Compliant Software Page 2 of 5
FORM Ran_q_9n?n IKIPIIT SUMMARY CHECKLIST REPORT
FLOORS
#
Floor Type Space Perimeter Perimeter R-Value
Area
Joist R-Value
Tile
Wood Carpet
8 Slab -On -Grade Edge Insulatio BEDROOM 2 34 ft
1
304 ft2
-___
0.8
02
0
9 Slab -On -Grade Edge Insulatio KITCHEN 29 ft
1
214.4 ft2
.. -
0.8
0.2
0
ROOF
Roof
Gable
Roof
Rad
Solar
SA Emitt
Emitt Deck
Pitch
V
#
Type Materials Area
Area
Color
Barr
Absor.
Tested
Tested Insul.
(deg)
1
Gable or shed Wood shingle 1974 ft2
240 ft2
Medium
N
0.65
No 0.9
No 30
14.04
ATTIC
V
#
Type Ventilation Vent Ratio (1 in) Area
RBS
IRCC
1
Full attic Unvented
0
1915.5 ft2
N
Y
CEILING
1�
#
Ceiling'Type Space
R-Value
Ins Type
Area __
Framing Frac Truss Type
1
Under Attic (Unvented) STUDY
1
Batt
113.12 ft2
0.11
Wood
2
Under Attic (Unvented) BEDROOM 3
1
Batt
172.81 ft2
Oil
Wood
3
Under Attic (Unvented) BATH 3
1
Batt
88.12 ft2
0.11
Wood
4
Under Attic (Unvented) MASTER BEDRO
1
Batt
2376 ft2
0.11
Wood
5
Under Attic (Unvented) MASTER WIC
1
Batt
320 ft2
0.11
Wood
6
Under Attic (Unvented) LIVING ROOM
1
Batt
22645 ft2
0.11
Wood
7
Under Attic (Unvented) DINING ROOM
1
Batt
239 ft2
0.11
Wood
_
8
Under Attic (Unvented) BEDROOM 2
1
Batt
304 ft2
0.11
Wood
9
Under Attic (Unvented) KITCHEN
i
Batt
214.4 ft2
0.11
Wood
WALLS
Adjacent Cavity Width Height
Sheathing Framing
Solar
Below
V #
Omt
To Wall Type. Space R-Value Ft.
In Ft.
-In
Area
R=Value Fraction
.Absor. _Grade%
1
N
Exterior Concrete Block - Int Insul STUDY
4A 12
6 10
0
125.0 ft2
0
0.6
0
2
W
Exterior Concrete Block - Int Insul STUDY
4.1 9
1 10
0
90.8 ft2
0
0.6
0
3
W
Exterior Concrete Block - Int Ins61EDROOM 3
4.1 14
0 10
0
140.0 ft2
0
0.6
0
4
W
Exterior Concrete Block - Int Insul BATH 3
4.1 7
1 10
0
70.8 ft2
0
0.6
0
5
W
Exterior Concrete Block - Int InsMASTER BE
4.1 14
5 10
0
144.2 ft2
0
0.6
0
6
E
Exterior Concrete Block - Int InsMASTER BE
4.1 14
5 10
0
144.2 ft2
0
0.6
0
7
W
Exterior Concrete Block - Int InsMASTER WI
4.1 19
5 10
0
194.2 ft2
0
0.6
0
8
S
Exterior Concrete Block - Int InsMASTER WI
4.1 16
6 10
0
165.0 ft2
0
0.6
0
9
E
Exterior Concrete Block - Int InsMASTER WI
4.1 19
5 10
0
194.2 ft2
0
0.6
0
10
N
Exterior Concrete Block - Int InsWVING ROO
4.1 17
8 10
0
176.7 ft2
0
0.6
0
11
S
Exterior Concrete Block - Int InsDIINING ROO
4.1 14
5 10
0
144.2 ft2
0
0.6
0
12
N
Exterior Concrete Block - Int InsBIEDROOM 2
4.1 18
0 10
0
180.0 ft2
0
0.6
0
_ 13
E
Exterior Concrete Block - Int InsBIEDROOM 2
4.1 17
6 10
0
175.0 ft2
0
0.6
0
_ 14
E
Exterior Concrete Block - Int InsulKITCHEN
4.1 12
6 10
0
125.0 ft2
0
0.6
0
15
S
Exterior Concrete Block - Int InsulKITCHEN
41 17
2 10
0
171.7 ft2
0
0.6
0
4/1/2022 4:27 PM 7.0.00 - FlaRes202O FBC 7th Edition (2020) Compliant Software Page 3 of 5
FORM R405-2020
INPUT SUMMARY CHECKLIST REPORT
DOORS
#
Ornt
Door Type
Space
StormsU-Value
Width
Ft In
Height
Ft In
Area
i
S
Wood
MASTER WI None
46
5
6 8
33.3 ft2
2
N
Wood
LIVING ROO None
46
3
6 8
20 ft2
WINDOWS
Orientation shown is the entered. Proposed orientation.
/
Wall
Overhang
V #
Ornt ID Frame_
Panes
NFRC
U-Factor SHGC Imp
Area
Depth Separation
Int Shade
Screening
1
N 1 Metal
Single (Clear)
Yes
0.94 0.45 Y
19.1 ft2
0 ft 0 in 0 ft 0 in
Drapes/blinds
None
2
W 2 Metal
Single (Clear)
Yes
0.94 0.45 Y
19.1 ft'
0 ft 0 in 0 ft 0 in
Drapes/blinds
None
3
W 3 Metal
Single (Clear)
Yes
0.94 0.45 Y
7.0 ft2
0 ft 0 in 0 ft 0 in
Drapes/blinds
None
_
4
W 4 Metal
Single (Clear)
Yes
0.94 0.45 Y
19 1 ft2
0 ft 0 in 0 ft 0 in
Drapes/blinds
None
5
W 5 Metal
Single (Clear)
Yes
0.94 0.45 Y
6.5 ft2
0 ft 0 in 0 ft 0 in
Drapes/blinds
None
6
E 6 Metal
Single (Clear)
Yes
0.94 0.45 Y
40.0 ft2
0 ft 372 in 0 ft 12 in
Drapes/blinds
None
7
W 7 Metal
Single (Clear)
Yes
0.94 0.45 Y
7.0 ft2
0 ft 0 in 0 ft 0 in
Drapes/blinds
None
8
E 9 Metal
Single (Clear)
Yes
0.94 0.45 Y
9.0 ft2
0 ft 0 in 0 ft 0 in
Drapes/blinds
None
9
N 10 Metal
Single (Clear)
Yes
0.94 0.45 Y
39.7 ft'
0 ft 67 in 0 ft 12 in
Drapes/blinds
None
10
S 11 Metal
Single (Clear)
Yes
0.94 0.45 Y
40.0 ft2
0 ft 132 in 0 ft 12 in
Drapes/blinds
None
11
N 12 Metal
Single (Clear)
Yes
0.94 0.45 Y
6.0 ft2
0 ft 0 in 0 ft 0 in
Drapes/blinds
None
12
N 12 Metal
Single (Clear)
Yes
0.94 0.45 Y
19.1 ft2
0 ft 0 in 0 ft 0 in
Drapes/blinds
None
13
E 13 Metal
Single (Clear)
Yes
0.94 0.45 Y
20.3 ft'
0 ft 0 in 0 ft 0 in
Drapes/blinds
None
14
E 14 Metal
Single (Clear)
Yes
0.94 0.45 Y
20.3 ft2
0 ft 0 in 0 ft 0 in
Drapes/blinds
None
15
S 15 Metal
Single (Clear)
Yes
0.94 0.45 Y
19.0 ft2
0 ft 0 in 0 ft 0 in
Drapes/blinds
None
INFILTRATION
# Scope
Method
SLA
CFM 50 ELA EgLA
ACH ACH 50
1 Wholehouse Proposed ACH(50)
.00019
957.8 52.55 98.65
.0693
3
HEATING SYSTEM
#
System Type
Subtype
Speed Efficiency
Capacity
Block
Ducts
1
Electric Strip Heat/Replaceme
None
COP:1
17.1
kBtu/hr
1
sys#1
2
Electric Strip Heat/Replaceme
None
COP:1
17.1 kBtu/hr
2
sys#2
COOLING SYSTEM
#
System Type
Subtype
Subtype Efficiency
Capacity Air Flow
SHR Block
Ducts
1
Central Unit/Replacement
for
Split
Singl SEER: 16.5
23.9 kBtu/hr 800 cfm
0.85 1
sys#1
2
Central Unit/Replacement for
Split
Singl SEER: 16 5 23.9 kBtu/hr 800 cfm
0.85 2
sys#2
4/1/2022 4:27 PM 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software Page 4 of 5
CYID" QAnr.-On')n IfdPI IT qI IMMARY CI4FCKI 15T REPORT
HOT WATER SYSTEM
# System Type
SubType _
Location
EF
Cap
Use
SetPnt
Conservation
1 Electric
Tankless
Exterior
0.92
1 gal
60 gal
120 deg
None
SOLAR HOT WATER SYSTEM
/0 FSEC
Collector Storage
Cert # Company Name
System
Model # Collector Model # Area Volume
FEF
None None
ft2
DUCTS
/ --- Supply ---
---- Return ---
Air
CFM 25
CFM25
HVAC #
# Location R-Value Area
Location
Area
Leakage Type
Handler
TOT
OUT QN RLF
Heat Cool
1 Attic
8 180 ft2
Attic
50 ft2
Default Leakage
STUDY
(Default)
(Default)
1 1
2 Attic
8 180 ft2
Attic
50 ft2
Default Leakage
DINING RO (Default) (Default)
2 2
TEMPERATURES
Programable Thermostat: Y
Ceiling Fans:
CoolingrXj1 Jan Feb
Mar
A r
Ma
Jun X] Jul
X] Au
jlSeIx
Xj1Octjxxj
NovDecHeatin
IXXj
]Jan]Feb
JXXJ Mar
] Apr
IXXi
XMay
jxj
jxxjJun ] Jul
Ix
] Au]
Ix
Sep
rx
] Oct Nov
Dec
Ventin Jan X Feb
X Mar
X Apr
X May
X Jun X Jul
X Aug
Se
X Oct X 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
PM
78
80
78
80
78
78
78
78
78 78
78 78
78
78
78
78
80 80 80
78 78 78
80
78
Cooling (WEH) AM
PM
78
78
78
78
78
78
78
78
78 78
78 78
78
78
78
78
78 78 78
78 78 78
78
78
Heating (WD) AM
PM
66
68
66
68
66
68
66
68
66 68
68 68
68
68
68
68
68 68 68
68 68 66
68
66
Heating (WEH) AM
PM
66
68
66
68
66
68
66
68
66 68
68 68
68
68
68
68
68 68 68
68 68 66
68
66
MASS
Mass Type
Area
Thickness
Furniture Fraction
Space
Default(8 Ibs/sq.ft.
0 ft2
0 ft
0.3
STUDY
Default(8 Ibs/sq.ft.
0 ft2
0 ft
0.3
BEDROOM 3
Default(8 Ibs/sq.ft.
0 ft2
0 ft
0.3
BATH 3
Default(8 Ibs/sq.ft.
0 ft2
0 ft
0.3
MASTER BEDROO
Default(8 Ibs/sq.ft.
0 ft2
0 ft
0.3
MASTER WIC
Default(8 Ibs/sq.ft.
0 ft2
0 ft
0.3
LIVING ROOM
Default(8 Ibs/sq.ft.
0 ft2
0 ft
0.3
DINING ROOM
Default(8 Ibs/sq.ft.
0 ft2
0 ft
0.3
BEDROOM 2
Defautt(8 Ibs/s .ft.
0 ft2
0 ft
0.3
KITCHEN
4/1/2022 4:27 PM 7.0.00 - FlaRes202O FBC 7th Edition (2020) Compliant Software Page 5 of 5
Building Input Summary Report
PROJECT
Title:
22-0208 FREITAS RESIDENCE
Address type:
S
Building Type:
User
Bedrooms: 3
Lot #:
Owner:
Conditioned Area: 1916
Block/SubDivision:
Total Stories: 1
PlatBook:
Builder Name:
Worst Case: No
Street:
26 NW 108
STREET
Permit Office:
Rotate Angle: 0
County:
Miami -Dade
Jurisdiction:
Cross Ventilation: No
City, State, Zip:
MIAMI,
Family Type:
Detached
Whole House Fan. No
FL, 33168
New/Existing:
Addition
Terrain: Suburban
Year Construct:
2022
Shielding: Suburban
Comment:
CLIMATE
Design
Design Temp
Int Design Temp Heating
Design
Daily temp
Location
Tmy Site 97.5% 2.5%
Winter Summer Degree Days
Moisture
Range
_ FL, Miami
FL—MIAMI—INTL—AP 51 90
70 75 149.5
56
Low
UTILITY
Fuel
Unit
Utility Name
Monthly Fixed Cost
$/Unit
Electricity
kWh
Test File
0.00
0.12
Natural Gas
Therm
Florida Average
0.00
2.04
Fuel Oil
Gallon
EnergyGauge Default
0.00
1.10
Propane
Gallon
EnergyGauge Default
0.00
2.40
SURROUNDINGS
-----------Shade Trees -----------
---------Adjacent Buildings ------ ---
Ornt Type
Height Width Distance
Exist Height
Width
Distance
N None
Oft Oft Oft
Oft
Oft
Oft
NE None
Oft Oft Oft
Oft
Oft
Oft
E None
Oft Oft Oft
Oft
Oft
Oft
SE None
Oft Oft Oft
Oft
Oft
Oft
S None
Oft Oft Oft
Oft
Oft
Oft
SW None
Oft Oft Oft
Oft
Oft
Oft
W None
Oft Oft Oft
Oft
Oft
Oft
NW None
Oft Oft Oft
Oft
Oft
Oft
BLOCKS
Number
Name
Area Volume
1
AHU-1
931.649963378906 9316.5
— 2
AHU-2
983.850036621094 9838.5
4/1/2022 4:28:02 PM EnergyGauge@) / USRCSB v7.0.00 Page 1
Building Input Summary Report
SPACES
Nurn0er Name
Area Volume Kitchen Occupants
Bedrooms Finished
Cooled
Heated
1
STUDY
113.12 1131.2
No
1
0 Yes
Yes
Yes
2
BEDROOM 3
172.81 1728.1
No
1
1 Yes
Yes
Yes
- 3
BATH 3
88.12 881.2
No
0
0 Yes
Yes
Yes
4
MASTER BEDROOM
237.6 2376
No
2
1 Yes
Yes
Yes
- 5
MASTER WIC
320 3200
No
0
0 Yes
Yes
Yes
6
LIVING ROOM
226.45 2264.5
No
2
0 Yes
Yes
Yes
7
DINING ROOM
239 2390
No
2
0 Yes
Yes
Yes
� 8
BEDROOM 2
304 3040
No
1
1 Yes
Yes
Yes
_
9
KITCHEN
214.4 2144
Yes
1
0 Yes
Yes
Yes
FLOORS
(Total Exposed Area = 1916 sq.ft.)
#
Floor Type
Space Exposed Perim Perimeter R-Value Area U-Factor Joist R-Value
Tile Wood
Carpet
1
Slab -On -Grade Edge Ins
STUDY 21
1
113.12 ft 0.409 --
0.80
0.20 0.00
2
Slab -On -Grade Edge Ins
BEDROOM 3 14
1
172.81 ft 0.409 ---
0.80
0.20 0.00
3
Slab -On -Grade Edge Ins
BATH 3 7.1
1
88.12 ft 0.409 ---
0.80
0.20 0.00
4
Slab -On -Grade Edge Ins
MASTER BEDROOM 28
t
237.6 ft 0 409 •--
0.80
0.20 0.00
5
Slab -On -Grade Edge Ins
MASTER WIC 54
i
320 ft 0.409 ---
0.80
0.20 0.00
6
Slab -On -Grade Edge Ins
LIVING ROOM 17.8
1
226.45 ft 0.409
0.80
0.20 0.00
7
Slab -On -Grade Edge Ins
DINING ROOM 145
7
239 ft 0.409 -
0.80
0.20 0.00
Slab -On -Grade Edge Ins
BEDROOM 2 34
1
304 ft 0 409 -
0.80
0.20 0.00
_ -8
9
Slab -On -Grade Edge Ins
KITCHEN 29
214.4 ft 0.409
080
0.20 0.00
ROOF
✓#
Roof Gable
Materials Area Area
Roof
Color
Rad Solar SA Emitt
Barr Absor. Tested
Emitt
Tested
Deck Pitch
Insul. (deg)
Type
1
Gable or shed
Wood shingle 1974 ftz 240 ftZ
Medium
N 065 No 0.9
No
30 14.04
ATTIC
#
Type
Ventilation
Vent Ratio (1 in) Area RBS IRCC
1
Full attic
Unvented
0
1915.5 ftZ N Y
CEILING
(Total Exposed Area = 1916 sq.ft.)
#
Ceiling Type
Space
R-Value
Ins. Type
Area U-Factor Framing
Frac.
Truss Type
1
Under Attic(Unvented)
STUDY
1.0
Batt
113.1ft2 0030 0.11
Wood
2
Under Attic(Unvented)
BEDROOM 3
1.0
Batt
172.8ft2 0.030 0.11
Wood
3
Under Attic(Unvented)
BATH 3
1.0
Batt
88.1ft2 0.030 0.11
Wood
4
Under Attic(Unvented)
MASTER BEDROOM 1.0
Batt
237.6ft2 0.030 0.11
Wood
_
5
Under Attic(Unvented)
MASTER WIC
1 0
Batt
320.0ft2 0.030 0.11
Wood
6
Under Attic(Unvented)
LIVING ROOM
1 0
Batt
226.4ft2 0.030 0.11
Wood
_
7
Under Attic(Unvented)
DINING ROOM
1.0
Batt
239.0ft2 0.030 0.11
Wood
8
Under Attic(Unvented)
BEDROOM 2
1.0
Batt
304.0ft2 0.030 Oil
Wood
9
Under Attic(Unvented)
KITCHEN
1.0
Batt
214.4ft2 0.030 0.11
Wood
4/1/2022 4:28:02 PM EnergyGauge® / USRCSB v7.0.00 Page 2
Building Input Summary Report
WALLS
(Total Exposed Area = 2241 sq.ft.)
Adjacent
Cavity
Width
Height Area U-
Sheath Frm.
Solar Below
# Ornt
To
Wall Type
Space R-Value
Ft In
Ft In sq.ft. Factor
R-Value Frac.
Absor, Grade
1 N
Exterior
Cone. Blk - Int Ins
STUDY
4.1
12.0
6
10.0 0 125.0 0.149
0
0.60 0 %
- ^ 2 W
Exterior
Cone. Blk - Int Ins
STUDY
4.1
9.0
1
10.0 0 90.8 0.149
0
0.60 0 %
3 W
Exterior
Cone. Blk - Int Ins
BEDROOM 3
4.1
14.0
0
10.0 0 140.0 0.149
0
0.60 0 %
_
4 W
Exterior
Cone. Blk - Int Ins
BATH 3
4.1
7.0
1
10.0 0 70.8 0.149
0
0.60 0 %
5 W
Exterior
Cone. Blk - Int Ins MASTER BEDROOM
4.1
14.0
5
10.0 0 144.2 0.149
0
0.60 0 %
6 E
Exterior
Cone. Blk - Int Ins MASTER BEDROOM
4.1
14.0
5
10.0 0 144.2 0.149
0
0.60 0 %
7 W
Exterior
Cone. Blk - Int Ins
MASTER WIC
4.1
19.0
5
10.0 0 194.2 0.149
0
0.60 0 %
8 S
Exterior
Cone. Blk - Int Ins
MASTER WIC
4.1
16.0
6
10.0 0 165.0 0.149
0
0.60 0 %
9 E
Exterior
Cone. Blk - Int Ins
MASTER WIC
4.1
19.0
5
10.0 0 194.2 0.149
0
0.60 0 %
10 N
Exterior
Cone. Blk - Int Ins
LIVING ROOM
4.1
17.0
8
10.0 0 176.7 0.149
0
0.60 0 %
11 S
Exterior
Cone. Blk - Int Ins
DINING ROOM
4.1
14.0
5
10.0 0 144.2 0.149
0
0.60 0 %
12 N
Exterior
Cone. Blk - Int Ins
BEDROOM 2
4.1
18.0
0
10.0 0 180.0 0.149
0
0.60 0 %
^_ 13 E
Exterior
Cone. Blk - Int Ins
BEDROOM 2
4.1
17.0
6
10.0 0 175.0 0.149
0
0.60 0 %
14 E
Exterior
Cone. Blk - Int Ins
KITCHEN
4.1
12.0
6
10.0 0 125.0 0.149
0
0.60 0 %
_
15 S
Exterior
Cone. Blk - Int Ins
KITCHEN
4.1
17.0
2
10.0 0 171.7 0.149
0
0.60 0 %
DOORS
(Total Exposed Area = 53 sq.ft.)
Width
Height
V# Ornt
Adjacent To Door Type
Space
Storms
U-Value Ft In
Ft In
Area
S
Exterior
Wood
MASTER WIC
None
0.46 5.00 0
6.00 8
33.3ft2
-1
2 N
Exterior
Wood
LIVING ROOM
None
0.46 3.00 0
6.00 8
20.0ft2
WINDOWS
(Total Exposed Area = 291 sq.ft.)
Wall
----Overhang-----
V# Ornt
ID Frame
Panes NFRC
U-Factor SHGC
Imp Storm
Area
Depth Separation
Interior Shade
Screening
1 N
1 Metal
Single (Clear) Yes
0.94 0.45
Y
Y
19.1ft2
0.0 ft 0 in 0.0 ft 0 in
Drapes/blinds
None
_
W
2 Metal
Single (Clear) Yes
0.94 0.45
Y
Y
19.1ft2
0 0 ft 0 in 0.0 ft 0 in
Drapes/blinds
None
-2
3 W
3 Metal
Single (Clear) Yes
0.94 0.45
Y
Y
7.0ft2
0.0 ft 0 in 0.0 ft 0 in
Drapes/blinds
None
- 4 W
4 Metal
Single (Clear) Yes
0.94 0.45
Y
Y
19.1ft2
0.0 ft 0 in 0.0 ft 0 in
Drapes/blinds
None
5 W
5 Metal
Single (Clear) Yes
0.94 0.45
Y
Y
6.5ft2
0.0 ft 0 in 0.0 ft 0 in
Drapes/blinds
None
- 6 E
6 Metal
Single (Clear) Yes
0.94 0.45
Y
Y
40.0ft2
0.0 ft 372 in0.0 ft 12 in
Drapes/blinds
None
_
7 W
7 Metal
Single (Clear) Yes
0.94 0.45
Y
Y
7.0ft2
0.0 ft 0 in 0.0 ft 0 in
Drapes/blinds
None
_
8 E
9 Metal
Single (Clear) Yes
0.94 0.45
Y
Y
9.0ft2
0 0 ft0 in 0.0 ft 0 in
Drapes/blinds
None
_
9 N
10 Metal
Single (Clear) Yes
0.94 0.45
Y
Y
39.7ft2
0.0 ft 67 in 0.0 ft 12 in
Drapes/blinds
None
_
10S
11 Metal
Single (Clear) Yes
0.94 0.45
Y
Y
40.0ft2
0.0 ft 132 in0.0 ft 12 in
Drapes/blinds
None
~_ 11 N
12 Metal
Single (Clear) Yes
0.94 0.45
Y
Y
6.0ft2
0.0 ft 0 in 0.0 ft0 in
Drapes/blinds
None
12N
12 Metal
Single (Clear) Yes
0.94 0.45
Y
Y
19.1ft2
0.0 ft0 in 0.0 ft 0 in
Drapes/blinds
None
13E
13 Metal
Single (Clear) Yes
0.94 0.45
Y
Y
20.3ft2
0.0 ft 0 in 0.0 ft 0 in
Drapes/blinds
None
14E
14 Metal
Single (Clear) Yes
0.94 0.45
Y
Y
20.3ft2
0.0 ft 0 in 0.0 ft0 in
Drapes/blinds
None
_
15S
15 Metal
Single (Clear) Yes
0.94 0.45
Y
Y
19.0ft2
0.0 ft0 in 0.0 ft0 in
Drapes/blinds
None
INFILTRATION
# Scope Method SLA CFM50
ELA
EgLA
ACH ACH50
Space(s)
-1 Wholehouse Proposed ACH(50) 0.00019 958
52.55
98.65
0.0693 3.0
All
4/1/2022 4:28:02 PM EnergyGaugeO / USRCSB v7.0.00 Page 3
Building Input Summary Report
MASS
V # Mass Type
Area
Thickness
Furniture Fraction Space
1 Default(8 Ibs/sq.ft.)
0 ft2
O ft
030
STUDY
2 Default(8 Ibs/sq.ft.)
0 ft2
O ft
0.30
BEDROOM 3
3 Default(8 Ibs/sq.ft.)
0 ft2
O ft
030
BATH 3
4 Default(8 Ibs/sq.ft.)
0 ft2
0 ft
0.30
MASTER BEDROOM
5 Default(8 Ibs/sq ft.)
0 ft2
0 ft
0.30
MASTER WIC
6 Default(8 Ibs/sq.ft.)
0 ft2
0 ft
0.30
LIVING ROOM
7 Default(8 Ibs/sq.ft.)
0 ft2
0 ft
0.30
DINING ROOM
— 8 Default(8 Ibs/sq.ft.)
0 ft2
O ft
0.30
BEDROOM 2
_ 9 Default(8 Ibs/sq.ft.)
0 ft2
0 ft
0.30
KITCHEN
HEATING SYSTEM
# System Type/FI. Addition
Subtype
AHRI # Efficiency Capacity ----Geothermal HeatPump---- Ducts
Block
kBtu/hr Entry Power Volt Current
1 Electric Strip Heat/Replace
None
COP: 1.00
17.1
0.00 0.00 0.00 sys#1
1
_
2 Electric Strip Heat/Replace
None
COP: 1.00
17.1
0.00 0.00 0.00 sys#2
2
COOLING SYSTEM
# System Type/FI. Addition Subtype/Speed AHRI # Efficiency Capacity
Air Flow SHR Duct
Block
kBtu/hr
cfm
1 Central Unit/Replace
Split/Single
SEER:16.5
23.9
800 0.85 sys#1
1
_
2 Central Unit/Replace
Split/Single
SEER:16.5
23.9
800 0.85 sys#2
2
HOT WATER SYSTEM
# System Type Subtype
Location
EF(UEF) Cap Use SetPnt
Fixture Flow Pipe Ins. Pipe length
1 Electric Tankless
Exterior
0.92 (0.92) 1.00 gal 60 gal 120 deg
Standard =>R-3
99
Recirculation Recirc Control
Loop Branch Pump DWHR Facilities Equal DWHR Other
Credits
System Type
length length power
Connected Flow Eff
1 No
NA NA NA No
NA
NA NA None
DUCTS
-----Supply---------
-------Return------
Air
CFM 25 CFM 25
HVAC #
VDuct
# Location R-Value Area Location
R-Value Area Leakage Type
Handler
TOT OUT QN RLF Heat Cool
1 Attic 8.0 180 ft2 Attic
8.0 50 ft2 Default Leakage
STUDY
(Default) (Default)
1 1
_
2Attic 8.0180 ft2 Attic
8.0 50 ft2 Default Leakage
DINING ROO(Default) (Default)
2 2
TEMPERATURES
Programable Thermostat: Y
Ceiling Fans: N
Cooling [X] Jan [X] Feb [X] Mar
[X] Apr
[X] May [X] Jun [X] Jul
[X] Aug
[X] Sep [X] Oct [X] Nov
[X] Dec
Heating [X] Jan [X] Feb [X] Mar
[X] Apr
[X] May [X] Jun [X] Jul
[X] Aug
[X] Sep [X] Oct [X] Nov
[X] Dec
Venting [X] Jan [X] Feb [X] Mar
[X] Apr
[X] May [X] Jun [X] Jul
[X] Aug
[X] Sep [X] Oct [X] Nov
[X] Dec
4/1/2022 4:28:02 PM EnergyGauge® / USRCSB v7.0.00 Page 4
Building Input Summary Report
TEMPERATURES(Continued)
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
80
80
80
80
PM
80
80
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
66
66
66
66
66
68
68
68
68
68
68
68
PM
68
68
68
68
68
68
68
68
68
68
66
66
Heating (WEH)
AM
66
66
66
66
66
68
68
68
68
68
68
68
PM
68
68
68
68
68
68
68
68
68
68
66
66
MISC ELECTRICAL LOADS
ID Type
Screen
Location
Item
Quantity
Catagory
Operating Schedule
Off Standby
1 Misc Elec Load Simple Default
Main
1
9
HERS2011
i
APPLIANCES & LIGHTING SCHEDULES
Appliance Schedule:
HERS2014
Hours
Schedule Type
1
2
3
4
5
6
7
8
9
10
11
12
Occupancy peak:
400 Btu
AM
0.930
0.930
0.930
0.930
0 930
0.930
0.930
0.980
0.460
0.270
0.270
0.270
% Released:
100 %
PM
0.270
0.270
0.270
0.270
0.330
0.610
1.000
1.000
0.930
0.930
0.930
0.930
refrig peak:
0 W
AM
0.824
0.804
0.784
0.764
0.744
0.734
0.744
0.754
0.764
0.794
0.814
0.854
% Released
100 %
PM
0.854
0.864
0 884
0.904
0.925
0.945
0.925
0.915
0.904
0.894
0.874
0.854
cWash peak:
0 W
AM
0.200
0.100
0.050
0.050
0.050
0.075
0.200
0.375
0.500
0.800
0.950
1.000
% Released
30 %
PM
0.875
0.850
0.800
0.625
0.625
0.600
0.575
0.550
0.625
0.700
0.650
0.375
E-cDry peak:
0 W
AM
0.200
0.100
0 050
0.050
0.050
0.075
0.200
0.375
0.500
0.800
0.950
1.000
% Released.
15 %
PM
0.875
0.850
0.800
0.625
0.625
0.600
0.575
0.550
0 625
0.700
0.650
0.375
dWash peak:
0 W
AM
0.139
0.050
0.028
0.024
0 029
0.090
0.169
0.303
0 541
0.594
0.502
0.443
% Released
60 %
PM
0.376
0.396
0 334
0.323
0.344
0.448
0.791
1.000
0.800
0.597
0.383
0.281
E-rOven peak:
0 W
AM
0.057
0.057
0.057
0.057
0.057
0.114
0.171
0.286
0.343
0.343
0.343
0.400
% Released:
80 %
PM
0.457
0.343
0.286
0.400
0.571
1.000
0.857
0.429
0.286
0.229
0.171
0.114
TVs peak:
226 W
AM
0.100
0.050
0 050
0.050
0.100
0.200
0.400
0.450
0.400
0.200
0.100
0.100
% Released:
100 %
PM
0.050
0.050
0.150
0.450
0.850
1.000
0.950
0.800
0.500
0.250
0.150
0.100
cFan peak:
0 W
AM
0.600
0.600
0.600
0.600
0.600
0.600
0.600
0.250
0.250
0.250
0.250
0.250
% Released.
100 %
PM
0.250
0.250
0.250
0.250
0.250
0.250
0.550
0.600
0.600
0.600
0 600
0.600
Igts-in peak:
0 W
AM
0.160
0.150
0.160
0.180
0.230
0.450
0.420
0.260
0.190
0.160
0.120
0.110
% Released:
100 %
PM
0.160
0.170
0 250
0.270
0.340
0.550
0.600
0.880
1.000
0.880
0.510
0.280
Igts-out peak:
0 W
AM
1.000
1.000
1.000
1.000
1.000
0.750
0.750
0.000
0.000
0.000
0.000
0.000
% Released:
0 %
PM
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.500
0.750
0.750
0 750
1.000
Igts-gar peak:
0 W
AM
0.000
0.000
0.000
0.000
0.000
0.500
0.750
1.000
0.750
0.500
0.000
0.000
% Released:
0 %
PM
0.000
0.000
0.500
0.500
0.750
1.000
0.750
0.500
0.000
0.000
0.000
0.000
MEL peak:
0 W
AM
0.500
0.500
0.500
0.750
0.750
0.850
1.000
1.000
1.000
1.000
0.900
0.900
% Released:
90 %
PM
0.900
0.900
1.000
1 000
1.000
1.000
1.000
1.000
1.000
0.850
0 750
0.750
4/1/2022 4:28:02 PM EnergyGauge@ / USRCSB v7.0.00 Page 5
Florida Building Code, Energy Conservation, 7th Edition (2020)
Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods
ADDRESS: 26 NW 108 STREET Permit Number:
MIAMI , FL, 33168
MANDATORY REQUIREMENTS - See individual code sections for full details.
V,
SECTION R401 GENERAL
R401.3 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 Statutes) requires the EPL dispiay card to be included as an addendum to each sales ccntract for both presoId 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 code compliance for the building. A copy of the EPL display card can be found in Appendix RD_
SECTION R402 BUILDING THERMAL ENVELOPE
JC�I R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.4.1 through R402.4.5.
Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to
comply with Section C402.5.
R402.4.1 Building thermal envelopeThe building thermal envelope shall comply with Sections R402.4.1.1 and
R402.4.1.2. Thw sealing methods between dissimilar materials shall allow for differential expansion and contraction.
gyp( R402.4.1.1 Installation. The components of the building thermal ervelope as listed in Table R402.4.1.1 shall be installed in accordance
1L�1 with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required
by the code official, an approved third party shall inspect all components and verify compliance.
f[7( R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air
IL`L changes per hour in Climate Zones 'I and 2, and three air changes per hour In Climate Zones 3 through 8. Testing shall be conducted in
accordance with ANSI/RESNET1iCC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Tesflng shall be conducted by either
individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(1), (g) or (i) or
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.
Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent 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 beyond intended
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 closed and sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the time of the test, shall be fully open.
❑ R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where
using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the
fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907.
�{ R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfrn
Wl per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or
AAMA! WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Exception: Site -built windows, skylights and doors.
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MANDATORY REQUIREMENTS - (Continued)
❑R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to
open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or
enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be seated and insulated in accordance with the envelope requirements
of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be
fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it
passes through conditioned space to a minimum of R-8.
Exceptions:
1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside.
2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential.
® R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
be€ween conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not
more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
SECTION R403 SYSTEMS
R403.1 Controls.
R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
pf R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls
Kul that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load.
R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways
for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section
C403.2 9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below.
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or
(7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in
accordance with Section R403.3.3.
1KR403.3.2.1 Sealed air handier. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent
of the design airflow rate when tested in accordance with ASHRAE 193.
54 R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods:
1. Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system,
including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise
sealed during the test.
2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire
system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test.
Exceptions:
1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope.
2. Duct testing is not mandatory for buildings complying by Section 405 of this code. Duct leakage testing is required for Section
R405 compliance where credit is taken for leakage, and a duct air leakage Qn to the outside of less than 0.080 (where Qn =
duct leakage to the outside in cfm per 100 square feet of conditioned floor area tested at 25 Pascals) is indicated in the
compliance report for the proposed design.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.
® R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
®R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C)
or below 55OF (13°C) shall be insulated to a minimum of R-3.
td R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that
IC4. caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause
degradation of the material. Adhesive tape shall not be permitted.
R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). If heated water circulation systems are
installed, they shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with
Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible.
R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall
be a dedicated return pipe or a cold water supply pipe. Gravity and the rmcsiphon circulation systems shall be prohibited. Controls for
circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The
controls shall automatically turn off the pump when the water in the circulation loop Is at the desired temperature and when there is no
demand for hot water.
R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515 Controls for such systems shall
automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the
times when heated water is used in the occupancy.
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MANDATORY REQUIREMENTS - (Continued)
R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
Y�I 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.
R403.5.6 Water heater efficiencies (Mandatory).
fp( R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable
l�l 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).
R403.5.6.1.2 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.
Tvf R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of
J� Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions. for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate
water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1.
R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806. Test Methods for Solar Collectors,
and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar
water -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.
R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation
including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that
close when the ventilation system is not operating.
R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical
i� ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
Exception: Where an air handler that is integral to tested and listed HVAC equipment is used to provide whole -house mechanical
ventilation, the air handler shall be powered by an electronically commutated motor.
t R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation
I� shall meet the following criteria:
1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable
Indoor Air Quality, shall be the maximum rates allowed for residential applications.
2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,
crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas.
3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be
insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10
otherwise.
R403.7 Heating and cooling equipment.
R403.7.1 Equipment sizing (Mandatory). 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 that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical
ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have
an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is
installed.
TABLE R403.6.1
WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
FAN LOCATION
AIRFLOW RATE MINIMUM
(CFM)
MINIMUM EFFICACY e
(CFM/WATT)
AIRFLOW RATE MAXIMUIV
(CFM)
HRV or ERV
Any
1.2 cfm/watt
Any
Range hoods
Any
2.8 cfm/watt
Any
In -line fan
Any
2.8 cfm/watt
Any
Bathroom, utility room
10
1.4 cfm/watt
<90
Bathroom, utility room
90
2.8 cfm/watt
Any
For SI: 1 cfm = 28 3 L/min. a. When tested in accordance with HVI Standard 916
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MANDATORY REQUIREMENTS - (Continued)
R403.7.1.1 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 R403.7, 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.
The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturers
expanded performance data 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 temperatures 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:
1. Attached single- and multiple -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.
2.
When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of
equipment may be sized in accordance with good design practice.
R403.7.1.2 Heating equipment capacity.
❑ R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section
R403.7.1.1, and the heat pump total coaling capacity shall not be more than 1.15 times greater than the design cooling Toad even if
the design heating load is 1.15 times greater than the design cooling load
R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.7.1.
❑ R403.7.1.2.3 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 R403.7.1.
R403.7.1.3 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.
R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections
19 C403 and C404 of the Florida Building Code, Energy Conservation —Commercial Provisions in lieu of Section R403.
❑ R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building,
shall include automatic controls capable of shutting off the system when the pavement temperature is above 50oF (10°C), and no
precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C).
❑ R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas
shall be in accordance with Sections R403.10.1 through R403.10.5.
❑ R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an
integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation
of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the
power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots.
❑ R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule
shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this
section.
Exceptions:
1. Where public health standards require 24-hour pump operation.
2. Pumps that operate solar- and waste -heat -recovery pool heating systems.
3. Where pumps are powered exclusively from on -site renewable generation.
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R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent 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: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered
energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required.
R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum 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 or LP gas shall not have continuously burning pilot lights.
R403.10.5 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.
❑R403.11 Portable spas (Mandatory). The energy consumption of electric -powered portable spas shall be controlled by the
requirements of APSP-14.
R403.13 Dehumidifiers (Mandatory If installed, a dehumidifier shall conform to the following requirements:
1. The minimum rated efficiency of the dehumidifier shall be greater than 1.7 lifers/ kWh if the total dehumidifier capacity for the house
is less than 75 pints/day and greater than 2.38 liters/kWh if the total dehumidifier capacity for the house is greater than or equal to 75 pints/day.
2. The dehumidifier shall be controlled by a sensor that is installed in a location where it is exposed to mixed house air.
3. Any dehumidifier unit located in unconditioned space that treats air from conditioned space shall be insulated to a minimum of R-2.
4. Condensate disposal shall be in accordance with Section M1411.3.1 of the Florida Building Code, Residential.
R403.13.1 Ducted dehumidifiers. Ducted dehumidifiers shall, in addition to conforming to the requirements of Section R403.13,
conform to the following requirements:
1. If a ducted dehumidifier is configured with return and supply ducts both connected into the supply side of the cooling system, a backdraft
damper shall be installed in the supply air duct between the dehumidifier inlet and outlet duct.
2. If a ducted dehumidifier is configured with only its supply duct connected into the supply side of the central heating and cooling system,
a backdraft damper shall be installed in the dehumidifier supply duct between the dehumidifier and central supply duct.
3. A ducted dehumidifier shall not be ducted to or from a central ducted cooling system on the return duct side upstream from the
central cooling evaporator coil.
4. Ductwork associated with a dehumidifier located in unconditioned space shall be insulated to a minimum of R-6.
SECTION R404
ELECTRICAL POWER AND LIGHTING SYSTEMS
IVI R404.1 Lighting equipment (Mandatory). Not less than 90 percent of the lamps in pemianently installed luminaires shall have an
Zhl efficacy of at least 45 lumens -per -watt or shall utilize lamps with an efficacy of not less than 65 lumens -per -watt.
R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights.
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2020 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: 22-0208 FREITAS RESIDENCE Builder Name:
Street: 26 NW 108 STREET Permit Office:
City, State, Zip: MIAMI , FL, 33168 Permit Number:
U
Owner: Jurisdiction:
_
Design Location: FL, Miami
U
COMPONENT
AIR BARRIER CRITERIA
INSULATION INSTALLATION CRITERIA
General
A continuous air barrier shall be installed in the building envelope.
Air -permeable insulation shall
The exterior thermal envelope contains a continuous air barrier.
not be used as a sealing material.
✓
requirements
Breaks or joints in the air barrier shall be sealed.
The air barrier in any dropped ceiling/soffit shall be aligned with
The insulation in any dropped ceiling/soffit
Ceiling/attic
the insulation and any gaps in the air barrier shall be sealed.
shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed.
The junction of the foundation and sill plate shall be sealed.
Cavities within corners and headers of frame walls
Walls
The junction of the top plate and the top of exterior walls shall be
shall be insulated by completely filling the cavity
/
sealed.
with a material having a thermal resistance of R-3
V
Knee walls shall be sealed.
per inch minimum.
Exterior thermal envelope insulation for framed
walls shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights
The space between window/doorjambs and framing, and
and doors
skylights and framing shall be sealed.
Rim joists
Rim joists shall include the air barrier.
Rim joists shall be insulated.
Floors
The air barrier shall be installed at any exposed edge of
Floor framing cavity insulation shall be installed to
(including
insulation.
maintain permanent contact with the underside of
above -garage
subfloor decking, or floor framing cavity insulation
and cantilevered
shall be permitted to be in contact with the top side
floors)
of sheathing, or continuous insulation installed on
,V
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls
Exposed earth in unvented crawl spaces shall be covered with
Where provided instead of floor insulation, insulation
a Class I vapor retarder with overlapping joints taped
shall be permanently attached to the crawlspace wall
.
Shafts, penetrations
Duct shafts, utility penetrations, and flue shafts opening to
/
V
exterior or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
cavities shall be filled by insulation that on
/
Narrow cavities
installation readily conforms to the available cavity
�/
spaces.
Garage separation
Air sealing shall be provided between the garage and conditioned spa
:s.
Recessed lighting
Recessed light fixtures installed in the building thermal envelope
Recessed light fixtures installed in the building
/
shall be sealed to the finished surface.
thermal envelope shall be air tight and IC rated.
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 space shall
wiring
Shower/tub
The air barrier installed at exterior walls adjacent to showers and
Exterior walls adjacent to showers and tubs shall
on exterior wall
tubs shall separate them from the showers and tubs.
be insulated.
Electrical/phone box or
The air barrier shall be installed behind electrical or communication
/
exterior walls
boxes or air -sealed boxes shall be installed.
V
HVAC register boots
HVAC supply and return register boots that penetrate building
thermal envelope shall be sealed to the sub -floor, wall covering or
Concealed
When required to be sealed, concealed fire sprinklers shall only be
sprinklers
sealed in a manner that is recommended by the manufacturer.
Caulking or other adhesive sealants shall not be used to fill voids
cover
a. In addition, inspection of log walls shall be in accordance wan ine provisions or icC;�uu.
4/1/2022 4:27 PM EnergyGauge® USA 7.0.00 - FlaRes202O FBC 7th Edition (2020) Compliant Software Page 1 of 1
Air System Sizing Summary for AHU-1
Project Name: 22-0208 FREITAS RESIDENCE
Pranared by A€:PE Enaineerina. Inc.
Air System Information
Air System Name:
Air System Type:
Sizing Calculation Information
Calculation Months:
Central Cooling Coil Sizing Data
Total coil load:
Total coil load:
Sensible coil load:
Coil airflow:
Sensible heat ratio:
Area per unit load:
Load per unit area:
Central Heating Coil Sizing Data
Max coil load:
Coil airflow:
Load per unit area:
Supply Fan Sizing Data
Actual max airflow:
Standard airflow:
Actual max airflow per unit area:
Outdoor Ventilation Air Data
Design airflow:
Airflow per unit floor area:
Space Sizing Data
AHU-1
Single Zone CAV
Aug to Aug
1.7
Tons
20.5
MBH
16.9
MBH
800
CFM
0.828
534.9
sgft/Ton
22.4
BTU/(hr-sgft)
9.9 MBH
800 CFM
10.9 BTU/(hr-sgft)
800 CFM
800 CFM
0.88 CFM/sqft
50 CFM
0.05 CFM/sqft
Number of zones:
Floor Area:
Location:
04/01 /2022
G3 55P M
1
911.6 sqft
Miami, Florida
Calculation method: Transfer Function Method
Load occurs at:
Aug 1600
OA DB / WB:
90.7176.9 F
Entering DB / WB:
76.3/64.2 F
Leaving DB / WB:
56.7/55.6 F
Coil ADP:
54.5 F
Bypass Factor:
0.100
Resulting RH:
51 %
Design supply temp:
56.1 F
Load occurs at:
Des Htg
Ent DB / Lvg DB:
68.4/79.9 F
Fan motor BHP:
Fan motor kW:
Fan static:
Airflow per person:
Space Name
Maximum
Cooling
Sensible
MBH
Design
Airflow
CFM
Time of Peak
Load
Maximum
Heating
Load MBH
Space
Floor
Area
s ft
Space
CFM/sgft
01-STUDY
3.0
148
Au_q 1700
1.7
113.1
1.31
02-BEDROOM 3
2.4
116
Aug1700
1.0
172.8
0.67
03-BATH 3
1.71
851
Au2 17001
0.81
68.1
1.25
04-MASTER BEDROOM
4.41
2161
Aug1600
Z.JI
237.6
0.91
05-MASTER CLOSET
4.81
2361
Aug1700
2.91
320.0
0.74
Zone
16 --41
8.6
911.6
0.88
Note: Table contains data for all spaces controlled by a single thermostat:
Space sizing basis: Peak space load
Zone sizing basis: Peak zone load
0.00 BHP
0.00 kW
0.00 in wg
12.50 CFM/person
Date:
ow
2022.05
/
ti ITAn
11:26:0
2-04'00'
d 4 15 Page 1 of 4
System Design Load Summary for AHU-1
Project Name: 22-0208 FREITAS RESIDENCE 04/01/2022
Prepared by: ARPE Engineering. Inc. 03:55PM
DESIGN COOLING
DESIGN HEATING
Aug 1600
OADBIWB90.7F/76.9F
Design Heating Day
OADBIWB46F138.6F
Zane Loads based on TFM
Details
Sensible
BTUIhr
Latent BTU/hr
Details
Sensible
BTUIhr
Latent BTUIhr
Window and Skylight Solar Loads
132 s ft
3490
-
132 sgft
Wall Transmission
1108 s ft
3090
1108 s ft
3111
Roof Transmission
912 s ft
1372
-
912 s ft
656
Window Transmission
132 s ft
1721
-
132 s ft
2981
Sk light Transmission
0 sgft
0
-
0 s ft
0
Door Loads
34 sgft
141
-
34 s ft
245
-
Floor Transmission
912 sgft
0
-
912 sgft
858
-
Partitions/Ceilin s
0 sqA
0
0 sgft
0
Overhead Lighting
729 W
2488
-
0 W
0
Electric Equipment
729 W
24881
0 W
0
People
4
9201
480
0
0
0
Infiltration
5141
1031
-
787
0
Miscellaneous
-
01
300
-
0
0
Safety Factor
0%/0%
0
0
0%
0
0
>>Total Zone Loads
16225
1811
8638
0
Thermostat and Pulldown Adjustment
-109
0
-
-20
0
Plenum Wall Load
0%
0
-
0
0
Plenum Roof Load
0%
0
-
0
0
-
Plenum Lighting Load
0%
0
-
0
0
Ventilation Load
50 CFM
825
1699
50 CFM 1289
0
Supply Fan Load
>> Total System Loads
800 CFM
0
16941
-
3510
800 CFM0
- 9908
-
0
Central Cooling Coil
-
16941
3511
01 0
9908 -
Central Heating Coil
-
0
>> Total Coil Loads
16941
3511
99W 0
Positive values are htg loads
Negative values are clg loads
Key:
Positive values are clg loads
Negative values are htg loads
Block Load 4.15 Page 2 of 4
System Input Data
Project Name: 22-0208 FREITAS RESIDENCE 04/01/2022
Prepared by: ARPE Engineering. Inc 03:56PIV
General Details:
Air System Name:
Air System Type:
Number of zones:....
System Startup:.
Duration of Operation:
Central Cooling Coil Data:
Used?: - . ...
Supply Air Temperature:. ...
Coil Bypass Factor:...
Central Heating Coil Data:
Used?'.
Supply Temperature:.
Supply Fan Data:
Configuration:
Fan Performance:
AHU-1
Single Zone CAV
1
6
24
YES
800.0 F
0.100
YES
110.0 F
Draw-thru
- ..- . 0.00 in wg
Ceiling Return Air Plenum Data:
Return Air Via: ... Ducted Return
Zones Included:
Zone Names
01-STUDY
Thermostats Data:
Cooling T-stat: Occ:... .... .....
75.0 F
Cooling T-stat: Unocc:........ .....
85.0 F
Heating T-stat: Occ:.. ..
70.0 F
Heating T-stat: Unocc:...
60.0 F
Safety Factors:
Cooling Sensible Safety Factor:
0 %
Cooling Latent Safety Faclor:
0 %
Heating Safety Factor:.. .....
0 %
Block Load 4.15 Page 1 of 2
Air System Sizing Summary for AHU-2
Project Name: 22-0208 FREITAS RESIDENCE
Prenared bv: ARPE Enaineerinq. Iriu.
Air System Information
Air System Name:
Air System Type:
Sizing Calculation Information
Calculation Months:
Central Cooling Coil Sizing Data
Total coil load:
Total coil load:
Sensible coil load:
Coil airflow:
Sensible heat ratio:
Area per unit load:
Load per unit area:
Central Heating Coil Sizing Data
Max coil load:
Coil airflow:
Load per unit area:
Supply Fan Sizing Data
Actual max airflow:
Standard airflow:
Actual max airflow per unit area:
Outdoor Ventilation Air Data
Design airflow:
Airflow per unit floor area:
Space Sizing Data
04/01
03
AHU-2
Number of zones
1
Single Zone CAV
Floor Area:
983.9
sqft
Location:
Miami, Florida
Aug to Aug
Calculation method:
Transfer Function Method
1.8
Tons
Load occurs at:
Aug 1400
22.1
MBH
OA DB / WB:
90.7/76.9
F
17.7
MBH
Entering DB / WB:
76.5/64.2
F
800
CFM
Leaving DB / WB:
55.9/54.8
F
0.801
Coil ADP:
53.6
F
533.2
sgft/Ton
Bypass Factor:
0.100
22.5
BTU/(hr-sgft)
Resulting RH:
51
%
Design supply temp:
55.2
F
10.2
MBH
Load occurs at:
Des Htg
800
CFM
Ent DB / Lvg DB:
68.2/80.0
F
10.4
BTU/(hr-sgft)
800
CFM
Fan motor BHP:
0.00
BHP
800
CFM
Fan motor kW:
0.00
kW
0.81
CFM/sqft
Fan static:
0.00
in wg
55
CFM
Airflow per person:
13.75
CFM/person
0.06
CFM/sgft
Space Name
Maximum
Cooling
Sensible
MBH
Design
Airflow
CFM
Time of Peak
Load
I
Maximum
Heating
Load MBH
Space
Floor
Area
s ft
Space
CFM/sgft
06-LIVING ROOM
3.3
1561
Aug1500
2.1
226.5
0.69
07-DINING ROOM
3.6
168
Aug 1500
2.0
239.0
0.70
08-BEDROOM 2
4.7
221
Aug15001
2.71
304.0
0.73
09-KITCHEN
5.4
255
Auq 15001
2,21
214,41
1.19
Zone
17.1
800
Aug 15001
9.01
983.9
0.81
Note: Table contains data for all spaces controlled by a single thermostat:
Space sizing basis: Peak space load
Zone sizing basis: Peak zone load
*L"Ro'D
lg rl+,,
N....236d 4
�� STA E OF
fh tCG R50
• !fll lfll �,L,LLL �„
Date: 2022.05.27
11:26:13-04'00'
Block Load 4.15 Page 3 of 4
System Design Load Summary for AHU-2
Project Name: 22-0208 FREITAS RESIDENCE 04/01/2022
Prepared by: ARPE Engineering, Inc. 03 55PM
DESIGN COOLING
DESIGN HEATING
Aug 1400
OA DB I WB 90.7 F 176.9 F
Design Heating Day
OA DB I WB 46 F 138.6 F
Zone Loads based on TFM
Details
Sensible
BTUIhr
Latent BTUIhr
Details; Sensible
BTUIhr
Latent BTUIhr
Window and Skylight Solar Loads
168 sgft
2613
-
168 sgft
768 s If
-
-
Wall Transmission
768 s ft
1870
-
2158
Roof Transmission
984 s ft
1498
-
984 sgft 1
168 sqftl
708
-
Window Transmission
168 s ft
2143
-
3785
Skylight Transmission
0 sgft
0
-
0 sgft
0
-
Door Loads
41 s ft
522
-
41 s ft
601
Floor Transmission
984 sgft
0
-
984 sgft
860
Partitions/Ceilings
0 s ft
0
-
0 sgft
0
-
Overhead Lighting
787 W
2686
-
0 W
0
-
Electric Equipment
787 W
2686
-
0 W
0
-
Peo le
4
920
480
0
0
0
Infiltration
-
554
1127
-
850
0
Miscellaneous
-
1500
900
0
0
Safety Factor
0%/0%
0
0
0%
0
0
>>TotalZone Loads
16992
2507
-
8962
0
Thermostat and Pulldown Adjustment
-
754
0
-
-148
0
Plenum Wall Load
0%
0
0
0
-
Plenum Roof Load
0%
0
-
0
0
-
Plenum Lighting Load
0%
0
-
0
0
-
Ventilation Load
55 CFM
905
1892
55 CFM
1412
0
Supply Fan Load
>> Total System Loads
800 CFM
0
17743
-
4399
800 CFM
0
10226
-
0
Central Cooling Coil
17743
4400
-
0
0
Central Heating Coil
0
-
-
10226
-
>> Total Coil Loads
17743
4400
10226
0
Key:
Positive values are clg loads
Negative values are htg loads
Positive values are htg loads
Negative values are clg loads
Load 4.15 Page 4 of 4
Project Name: 22-0208 FREITAS RESIDENCE System Input Data 04/01/2022
General Details:
Air System Name:
. . AHU-2
Air System Type:.
Single Zone CAV
Number of zones: ---
1
System Startup:
6
Duration of Operation:
24
Central Cooling Coil Data:
Used?.
YES
Supply Air Temperature:.
800.0 F
Coil Bypass Factor:
0.100
Central Heating Coil Data:
Used?:.. ..
YES
Supply Temperature:
110.0 F
Supply Fan Data:
Configuration:
Draw-thru
Fan Performance:
0.00 in wg
Ceiling Return Air Plenum Data:
Return Air Via:...., ..
Ducted Return
Zones Included:
Names
106-LIVING ROOM
Thermostats Data:
Cooling T-stat: Occ: ..
75.0 F
Cooling T-stat: Unocc:.
85.0 F
Heating T-stat: Occ:...
.............70.0 F
Heating T-stat: Unocc:........ ..
60.0 F
Safety Factors:
Cooling Sensible Safety Factor.
0 %
Cooling Latent Safety Factor:
0 %
Heating Safety Factor:
0 %
Block Load 4.15 Page 2 of 2
prinn Inc
STRUCTURAL CALCULATI
SINGLE STORY
RESIDENCE RENOVATION
26 NW 108TH Street, Miami Shores, FL.
PREPARED BY:
AIMEE RODRIGUEZ, PE.
LICENSE No. 69701
CA No. 29652
Phone: 786.285. 7157 Fax: 305. 258.3345
Digitally
�..,,
signed by
,..►►"aoa�y;
P _..
Aimee
*: NO 69701 :*S.Rodriguez
:13 STATE pF ►o-Date:
G��.'
2022.05.16
��1dNA%-
'S"
0%.".
-04'00'
THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY
AIMEE RODRIGUEZ ON THE DATE ADJACENT TO THE SEAL
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED
ON ANY ELECTRONIC COPIES
Email: aimee@skyrockeng.com
STRUCTURAL CALCULATIONS INDEX
PAGES
WIND LOAD CALCULATIONS 1-5
REAR ADDITION 6 -11
INTERIOR RENOVATION 12 - 20
TRELLIS 21 - 24
WIND LOAD CALCULATIONS
Page 1 of 5
L'J
Mecawind v2401
Softvrare Developet_ Meca Erterprises lnc., -.:.`r CoPyrighr
Calculations Prepared by: Calculations Prepared For:
0 Client: 0
0 Project 0: 0
0 Location: 0
0
0, 0, 0
Date: May 13, 2022
Designer: 0
File Location : C:\WORK\MY PROJECTS\2022\(22007) 26 nm 108 ct (leticia)\CALC\WIND.Wnd
Bawle Wiad Parameters
Wind Load Standard - ASCE 7-16 Exposure Category = C
Wind Design Speed 175.0 mph Risk Category - 11
Structure Type Building Building Type - Enclosed
general Wind Settings
Incl_LF - Include ASD Load Factor of 0.6 in Pressures
DynType = Dynamic Type of Structure
Zg - Altitude (Ground Elevation) above Sea Level
Bdist - Base Elevation of Structure
SDB = Simple Diaphragm Building
O Kd - Override the Directionality Factor 'Kd'
0 G - Override the Gust .Factor 'G'
MWFRSType - MWFRS Method Selected
Topographic Factor per Fig 26.9-1
Topo - Topographic Feature
Kzt - Topographic Factor
Building Inputs
RootType: Building Roof Type
= Gabled
W
L Length Along Ridge
64.000 ft
EHt
RE Roof Entry Method
Slope
Slope
0_Ht Override Mean Height
(0 for default)-
15_000
Par Is there a Parapet
= False
sxposure constants per Table 26.11-1:
Alpha: Table 26.11-1 Const
- 9.500
Zg:
At: Table 26.11--1 Conit
- 0.105
Bt:
Am: Table 26.11-1 Const
= 0.154
am:
C: Table 26.21-1 Conat
= 0_200
Bps:
Ovatbang Inputs:
Std overbangs on all sides are the same
OHType - Type of Roof Wall Intersections
OH = overhang of Roof Beyond Wall
True
Rigid
= 0.000 ft
= 0.000 ft
False
0.850
= l.000
Ch 27 Pt 1
= None
® 1-004
: Width Perp to Ridge - 49.000 ft
: Eave Height - 9.500 ft
Slope of Roof = 3.0 c12
ft Theta : Roof Slope
Table 26.11-1 Const = 900.000 ft
Table 26.11-1 Const = 1.000
Table 26,11-1 Const - 0.650
Table 26.11-1 Const = 0.200
- True
- Sofit
- 1.700 ft
Blain Wind Force Resisting Sqsbwn (Wt'Fs) Calculations per Ch 27 Part 1:
h
= Mean Roof Height above grade
- 15.000 ft
Kh
- 15 ft (4.572 ml< Z <Zg->(2.01*(Z/zg)^(2/Alpha) (Table 26.10-1)-
0.849
Kzt
- Topographic Factor is 1 since no Topographic feature specified
1.000
Kd
- Wind Directionality Factor Manually Specified by Designer
+ 0.85
Zg
- Elevation above Sea Level
0.000 ft
Ke
- Ground Elevation Factor: Ke = e^-(0.0000362*Zg) (Table 26.9-11
- 1.000
GCPi
= Ref Table 26.13-1 for Enclosed Building
- +/-0.18
RA
- Roof Area
= 3640.45 aq Ft
LF
= Load Factor based upon ASD Design
- 0.60
qh
- (0.00256 * Kh * Kzt + Kd * Ke * V^2) - IF
- 33.94 pat
qin
- For Negative Internal Pressure of Enclosed Building use qh*LF
33.94 pat
qip
= For Positive Internal Pressure of Enclosed Building use qh*LF
= 33.94 psf
Oust Factor Calculation:
Gust Factor Category I Rigid Structures - Simpl3Eied Method
G1
- For Rigid Structures (Hat. Fraq.>1 Hz) use 0.05
= 0.65
Gust Factor Category II Rigid Strvi`tures - Complete.Analy$13
Zm
- Max(0.6 * Ht, Zmin)
ft
r=n
= Cc * (33 / Zm) ^ 0_167
= .228
0 .228
Lzm
= L * (Zm / 33) ^ Eps
- 427_057
Q
- (1 / (1 + 0.0 * [(B + Ht) / LZm)^0.63))^0-5
- 0.916
G2
- 0.925*((1+0.7*Izm*3.4*Q)/(1+0.7*3.4*Izm))
= oweel
Gust Factor Used in Analysis
G
- Lessor Of GI Or G2
0_850
14.04 Deg
file:/J'/C:/Users/aimee/AppData/Roan-ingrMecaW indloutput/WPFOutpufPnnt2022.45.13.1... 5/13/2022
Page 2 of 5 LJ
G - User has elected to override the calculated G value
WWRS Wind Normal to Ridge (Ref Fig 27.3-1)
h = Mean Roof Height Of Building
RHt - Ridge Height Of Roof
B - Horizontal Dimension Of Building Normal To Wind Direction
L - Horizontal Dimension Of building Parallel To Wind Direction
L/B - Ratio Of L/B used For Cp determination
h/L - Ratio Of h/L used For Cp determination
Slope - Slope of Roof
OH Top_iX4-Y- Overhang Coefficient Overhang +X+Y (Leeward)
OH_Top +X-Y- Overhang Coefficient Overhang +X-Y (Windward)
OH_Top +Y = Overhang Coefficient Top +Y (Leeward)
OH Top -X+Y- Overhang Coefficient Overhang -X+Y (Leeward)
OH Top_ X-Y- Overhang Coefficient Overhang -X-Y (Windward)
OH Top_ Y - Overhang Coefficient Top Windward Edge
Roof LW - Roof Coefficient (Leeward)
Roof WW - Roof Coefficient (Windward)
Soffit= Y - Overhang Coefficient Sofit -Y
- 1.000
- 15.000 ft
= 16.050 ft
= 64.000 ft
= 49.000 ft
- 0.766
= 0.306
- 14.04 Deg
_ -0.47, -0.47
- -0.07, -0.58
_ -0.47, -0.47
-0.47, -0.47
-0.07, -0.5B
_ -0.07, -0.58
_ -0.47, -0.47
_ -0.07, -0..58
- 0.8, 0.0
Cp-WW = Windward Wall Coefficient (All L/B Values) - 0.80
Cp LW Leward Wall Coefficient using L/B - -0.50
Cp_SW Side Wall Coefficient (All L/B values) - -0:70
GCpn_WW - parapet Combined Net Pressure Coefficient (Windward Parapet) - 1.50
GCpn_LW - Parapet Combined Net Pressure Coefficient (Leeward Parapet,) = -1.00
Wall Wind Pressures based on Positive Internal Pressure (+GM) - Normal to Ridge
All wind pressures include a load factor of 0 : 6
Elev Kz Kzt qz GCPi Windward Leeward Side Total Minimum
Press Press Press Press Pressure`
ft psf psf psf psf psf psf
- 9,50 0.849 1.000 33.94 0.19 21_04 -23.08 -29.67 44.12 9.60
Wall Wind Pressures• based on Negative Internal Pressure (-WPi) - Normal to Ridge
All wind pressures inoluds a load factor of 0.6
Elev Kz Xzt qz GCPi Windward Leeward Side Total Minim=
Press Press Press Press Pressure*
ft psi psf .pat pat psf pat
^
9.50 0.849 1.000 33,94 -0.10 33.26 -10.86 -11.65 44.11 9.60
Notes Wall Pressures:
Kz Velocity Press Exp Coeff XZt Topographical Factor
qz 0.00256*K7.*Kzt*Kd*V^2 GCPi Internal Press Coefficient
Side qh * G + Cp SW - gip ' +GCPi Windward = qz * G * Cp WW - qlp * +GCPi
Leeward qh * G * Cp LW - qip * +GCPi Total = Windward Press - Leeward Press
* Minimum Pressure: Para 27.1.5 no less than 9.60 psf (Incl LF) applied to Walls
+ Pressures Acting TOWARD Surface - Pressures Acting AWAY from surface
Roof Wind Pressures for Positive i Negative Internal Pressure (+/- GCPi) - Normal to Ridge
All wind pressures include a load factor of 0.6
Roof Var Start End Cp min Cp max GCPi
Dist Dist
ft ft
OH -Top +X+Y N/A N/A -0.470 -0.470 0.000
OH Tap ;.X-Y N/A N/A -0,070 -0.580 0.000
OH Top +Y N/A N/A -0.470 -0.470 0,180
OH Top_ X+Y N/A N/A -0.470 -0.470 0.000
OH Top_ X-Y N/A N/A -0.070 -0.580 0.000
CHTap -Y N/A N/A -0.070 -0.580 0.180
Roo_f_LW N/A N/A -0.470 -0.470 0.160
Roof WW N/A N/A -0,070 -0.580 0.160
Sofit Y N/A N/A 0.800 0.800 0.180
Pressure Pressure Pressure Pressure
Pn min* Pp min* Pn max Pp_max
Pat pat psf psf
-15.95 -15.95 -15.95 -25,95
-2.38 2.38 -19.69 -19.69
-9.84 -22,06 -9.84 -22.06
-15.95 -15.95 -15.95 -15.95
-2.38 2.38 -19.69 -19.69
3.73 -B.49 -13.58 -25.80
-9.84 -22,06 -9.84 -22.06
3,73 -8.49 -13.56 -25.80
33.26 21.04 33.26 21.04
Notes Roof Pressures:
Start Dist = Start Dist from Windward Edge End Diet = End Dist from Windward Edge
Cp Max - Largest Coefficient Magnitude Cp Mih = Smallest Coefficient Magnitude
Pp max - qh*G*Cp-max - qip*(+GCPS) Pn max - qh*G*Cp max - qin'*(-GCpi)
Pp min* - qh°G*Cp min - qip+(+GCPi) Pn_min* = qh*G*Cp min - qin*(-GCPi)
OH - Overhang X - pir along Ridge Y - Dir Perpendcular to Ridge Z - Vertical
* The smaller uplift pressures due to Cp Min can become critical when wind is combined
with ,roof live load or snow load; load combinations are given in ASCE 7
+ Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surface
file:///G:/Users/aimee/AppData/Roaming/MecaWind/Output/WPFOutputPrint2022.05.13.1... 5/13/2022
Page 3 of 5 0
3
now Wind Parallel bo Ridge (Ref Fig 27.3-11
h
= Mean Roof Height Of Building
Rift
- Ridge height
Of Roof
B
- Horizontal Dimension Of Building Normal To Wind Direction
L
m Horizontal Dimension Of building Parallel To Wind Direction
L/B
Ratio Of L/B
used For Cp determination
h/L
- Ratio Of h/L
used For Cp determination
Slope
- Slope of Roof
OH Bot
= Overhang Bottom (Windward Face Only)
OH_Top
- Overhang Top
Coeff (0 to h/2) (0.000 ft to 1.700 ft)
OH Top
- Overhang Top
Coeff (0 to h/2) (1.700 ft to 7.500 £t)
OH Top
- Overhang Top
Coeff (h/2 to h) (7.500 It to 15.000 ft)
OH Top
= Overhang Top
Coeff (h to 2h) (15-000 ft to 30.000 ft)
OH Top
- Overhang Top
Coeff (5-2h) (>30.000 ft)
OH Top
- Overhang Top
Coeff (>2h) (>65.700 ft)
Roof
- Roof Coeff
(0 to h/2) (1.700 It to 7.500 ft)
Roof
- Root Coeff
(h/2 to h) (7,500 It to 15.000 €t)
Roof
- Roof Coeff
(h to 2h) (15.000 ft to 30.000 ft)
Roof
= Roof Coeff
(>2h) .(>30.000 ft)
- 15.000 ft
- 16.050 ft
- 49.000 It
= 64.000 It
= 1.306
- 0.234
- 14.04 Deg
= 0.8, 0.8
_ -0.18, -0.9
_ -0.18, -0.9
-0.26, -0.9
_ -0.18, -0.5
_ -0.18, -0. 3
_ -0.18, -0.3
_ -0.18, -0.9
-0.9
_ -0.10, -0.3
Cp WW - Windward Wall Coefficient (A11 L/B Values) - 0.80
Cp LW Leward Wall Coefficient using L/B - -0-44
Cp SW Side Wall Coefficient (All L/B values) - -0.70
GCpn_WW Parapet Combined Net Pressure Coefficient (Windward Parapet) - 1.50
GCpn_LW = Parapet Combined Net Pressure Coefficient (Leeward Parapet) - -1.00
Wall Wind Pressures based On Positive Internal Pressure (+GCPi) - Parallel to Ridge
All grind pressures include a load factor of 0.6
Elev Ka Kzt qz GCPi Windward Leeward Side Total Minimum
Press Press Press Press Pressure'
ft psf psf psf psf psf psi
16.05 0.861 1.000 34.43 0.19 21.43-21.00- -29,87 42.44 9.60
15.00 0.849 1-000 33.94 0.18 21.04 -21.00 -29.87 42.05 9.60
9.50 0.849 1.000 33.94 0,18 21.04 -21.00 -29.87 42-05 9.60
Wall Wind Pressures based on Negative Internal Pressure (-GCPi) - Parallel to Ridge
All .rind pressures include a load factor of 0.6
Elev Kz Kzt qz GCPi Windward Leeward Side Total Minimum
Press Press Press Press Pressure*
ft psf psf psf psf psf psf
-f
1.05 O.B61 1.000 34 43 -O.1B
633.65 -818 -17.65 42.44 9.60
15.00 0.849 1.000 33.94 -0.28 33.2E -8.78 -17.65 42.05 9.60
9.50 0.849 1.000 33.94 -0.18 33-26 -8.78 -17.65 42.05 9.60
Notes Wall Pressures':
Kz = Velocity Press Exp Coeff Kzt - Topographical Factor
qz - 0.00256'Kz'Kzt'Kd'V"2 GCPi - Internal Press Coefficient
Side - qh 4 G • Cp_SW - qip ' +GCPi Windward - qz * G ' Cp_WW - qip r +GCPi
Leeward = qh + G * Cp LW - qip +GCPi Total = Windward Press - Leeward Press
% Minimum Pressure: Para 27.1.5 no less than 9.60 psf (-Tncl LF) applied to Walls
+ Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surface
Roof Wind Pressures for Positive a Negative Internal Pressure (+/- GCPi) - Parallel to Ridge
All vial pressures include a load factor of 0.9
Roof Vas Start End Cp min Cp max GCPi
Dist Dist
ft ft
Y- - --~
OHBot N/A N/A 0-800 0.800 0.000
OH sot N/A N/A 0.800 0.800 0.000
OH Top (-X+Y) 0.000 1.700 -0.180 -0.900 0.000
OH_Top (-X-Y) 0.000 1.700 -0.180 -0.900 0,000
OH_Top (-Y) 1.700 7.500 -0.180 -0.900 0.160
OH_Top (+Y) 1.700 7.500 -0.180 -0.900 0.180
OH -Top (-Y) 7.500 15.000-0.180 -0.900 0.180
OH Tap (+Y) 7.500 15.000 -0.180 -0.900 0.180
OH_Top (-Y) 15.000 30.000 -0-180 -0,500 0.180
OH_Top (+Y) 15.000 30.000 -0.180 -0.500 0.180
CH -Top (-Y) 30.000 65.700 -0.190 -0.300 0.180
OH Top (+Y) 30.000 65.700 -O.1B0 -0.300 0.180
014-Top (+X+Y) 65.700 67.400 -0.180 -0.300 0.000
OH Top (+X-Y) 65.700 67-400 -0.190 -0.300 0.000
Pressure Pressure Pressure Pressure
Pn min" Pp min+ Pn max Pp -max
psf psf psf psf
21.15 21.15 _ 21.15 27.15
27,15 27.15 27.15 27.15
-6.11 -6.11 -30-55 -30.55
-6.11 -6.11 -30.55 -30.55
0.00 -12.22 -24.44 -36.66
0.00 -12.22 -24.44 -36-66
0.00 -12.22 -24.44 -36.66
0.00 -12.22 -24.44 -36.66
0.00 -12.22 -10.86 -23.08
0.00 -12.22 -10.66 -23.08
0.00 -12.22 -4,07 -16.29
0.00 -12.22 -4.07 -16.29
-6.11 -6.11 -10.19 -10.18
-6.1T -6.11-10.18 -10.18
file:///C:/Users/aimee/AppE)ata/RoaminglM ecaWi nd/Output/WPFOutputPrint2022,05.13.1... 5/13/2022
Page 4of5 �T)
Roof (+Y) 1.700 7.500 -q.100 -0.900 0.180 0.00 -12.22 -24.44 -36.66
Roof (-Y) 1.700 7.500 -0.180 -0.900 0.180 0.00 -12.22 -24.44 -36.66
Roof (+Y) 7.500 15.000 -0.160 -0.900 0.180 0.00 -12.22 -24.44 -36.66
Roof I-Y) 7.500 15.000 -0.180 -0.900 0.190 0.00 -12.22 -24.44 -36.66
Roof (+Y) 15.000 30.000 -0.160 -0.500 0.180 0.00 -12.22 -10.86 -23.08
Roof (Y) 15,000 30.000 -0.190 -0.500 0.180 0.00 -12.22 -10.86 -23.08
Roof (+Y) 30.000 65.700 -0.180 -0.300 0.180 0.00 -12.22 -4.07 -16.29
Roof (-Y) 30.000 65.700 -0.180 -0.300 0.180 0.00 -12.22 -4.07
Notes Roof Pressures:
Start Dist = Start Dist from Windward Edge End Dist - End Dist from Windward Edge
Cp Max = Largest Coefficient Magnitude Cp Min = Smallest Coefficient Magnitude
pp max - qh+G*Cp_max - qip*(rGCPi) Pn max - qh*G*CP_max - qin*(-GCpi)
Pp_min* = qh*G*Cp_min - qip*1+GCPi) Pn�min* - qh*G*Cp min - qin*(-Gcpi)
ON - Overhang X - Dir along Ridge Y - [fir Perpendcular to Ridge 2 - Vertical
The smaller uplift pressures due to Cp Min can become critical when wind is combined
With roof live load or snow load; load combinations are given in ASCE 7
+ Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surface
C=Woa nrs and Cl.ai1ding (C:C) Calculations per Cb 30 Part 1:
h/W - Ratio of mean roof height to building width = 0.306
h/L - Ratic of mean: roof height to building length 0.234
h - Mean Roof Haight above grade = 15.000 ft
Kh - 15 ft [4.572 mla 2 ¢Zg---a(2.01*(Z/zg)^(2/A1pha) [Table 26.10-11- 0.849
Kzt - Topographic Factor is 1 since no Topographic feature specified - 1.000
Kd - Wind Directionality Factor Manually Specified by Designer - 0.85
GCPi = Ref Table 26.13-1 for Enclosed Building - +/-0.18
LF = Load Factor .based upon ASD Design - 0.60
qh - (O_00255 * Kh * Kzt * Kd * Ke * V^2) * LF = 33_9d psf
LHD - Least Horizontal Dimension: Min(E, L) - 49.000 ft
a1 = Min(0.1 * LHD, 0.4 * h) = 4.900 ft
a - Max(a1, 0.04 * LHD, 3 ft 10.9 Oil) = 4.900 ft
hie - Ratio of mean roof height to least hor dim: h / B -- 0.306
Wind Pressures For C&C Ch 30 Pt i
All wind pressns+ea Snob a load factor of 0_6
Description
Zone
Width
Span
Area
1/3
Ref
Rule
Fig
ft
ft
ft
sg ft
--
window
4
2.500
3.000
7.50
No
30.3-1
window
S
2.500
3.000
7.50
No
30.3-1
door
4
3.000
6,000
18.00
No
30.3-1
door
5
3.000
6.000
19.00
No
30.3-1
TRUSSES
1
16.000
2.000
32.00
No
30.3-2B
TRUSSES
2r
16,000
2.000
32.00
No
30.3-23
WALL
5
2.670
10.000
33.33
Yes
30.3-1
GCp GCp p p
Max Min Max Min
psf pst
1.000' -1.100 4.0.05 -43.45
1.000 -1.400 40.05 -53.63
0.955 -1.055 38.52 -41.92
0.955 -1.310 38.52 -50,57
0.417 -1.562 20.25 -59.13
0.417 -2.277 20.25 -83.40
0.908 -1.225 36.92 -47.36
Area - Span Length x Effective Width
1/3 Rule Effective width need not be less than 1/3 of the span length
GCp a External Pressure Coefficients taken from Figures 30.3-1 through 30.3-7
p - Wind Pressure: qh*(GCp - GCpi) [Eqn 30.3-11*
* Per Para 30.2.2 the Minimum Pressure for C&C is 9.60 psf 10.460 kPa] (Includes LF)
Components and rl___dr_+nq (C&C) Eons 3-==*y Der Ch 90 Pt 1:
h/W
= Ratio of mean roof height to building width
- 0..306
h/L
- Ratio of mean roof height to building length
= 0.234
h
- Wan Roof Height above grade
- 15.000 ft
Kh
= 15 ft (4.512 m)< Z c29 -->[2.01*(Z/29)"(2/Alpha) {Table 26.10-1)= 0.849
Kzt
- Topographic Factor is 1 since no Topographic feature specified - 1.000
Kd
- Wind Directionality Factor Manually Specified by Designer
- 0.85
GCPi
- Ref Table 26.13-1 for Enclosed Building
= +/-0.18
LF
- Load Factor based upon ASO Design
- 0.60
qh
- (0.00256 * Kh * Kzt * Kd * Ke * V^2) * LF
- 33.94 psf
LyD
= Least Horizontal Dimension: Min(9, L)
= 49.000 ft
a1
= Min(0.1 * LHD, 0.4 * h)
= 4.900 ft
a
- Max (a1, 0.04 * LHD, 3 ft [0.9-m])
- 4.900 ft
h/B
= Ratio of mean roof height to least hor dim: h / B
= 0.306
Wind Pressure Summary for CGC Zones based Upon Areas Ch 30 Pt 1
ITable 1 of 2)
All wind pressures include a load factor of 0.6
Zone
I Figure I A <= A= I A- I
A=
1 1 2.00 sq ft 1 10.00 sq ft I 20.00 aq ft 1
50.00 sq ft
psf psf psf
psf
----
1
1 30.3-2B 1 29.87--73.99 1 24.28 -73.99 1 21.88- -73.99 (
18.70 -45.01
file:///C:/Users/aimee/AppData/Roaming/MecaWind/OutpuV WPFOutputPrint2Q22.05.13.1... 5/13 /2022
Page 5 of 5
1_ON 1 30.3-28 1 9.60 -84.85 1 9.60 -94.85 1 9..60 -84.85 1 9.60 -65.53
1 OHS 1 30.3-2B 1 9-60 -90.96 1 9.60 -90.96 I 9.60 -90.96 1 9.60 -71.64
2e 1 30.3-2B 1 29-87 -73.99 1 24.28 -73.99 1 21.86 -73.99 1 18..70 -45.01
2a ON 1 30.3-2B 1 9.60 -84.85 1 9.60 -84.85 1 9.60 -84.85 1 9.60 -65.53
2e OHS 130.3-2B 1 9.60 -90.96 1 9.60 -90.96 1 9.60 -90.96 1 9.60 -71.64
2nJ i 30.3-2B 1 29.87-107.93 1 24.28-107.93 1 21.88 -93.32 1 18.70 -73.99
2n OH 130.3-2B 1 9.60-118.60 1 9.60-116.80 1 9.60-107.83 1 9.60 -93.34
2n OHS 130.3-2B 1 9.60-124.91 1 9.60 -124-91 1 9.60-113.9A 1 9,60 -99.45
2r 1 30.3-2B 1 29.87-.107-93 1 24.2B-107.93 1 21.88 -93-32 I 18.70 -73.99
2r ON 1 30_3-2B 1 9.60-118.60 I 9.60-118.80 1 9.60-107.83 I 9.60 -93.34
2r OHS 130.3-2B 1 9.60-124.91 1 9.60-124-91 1 9.60-l13.94 1 9.60 -99.45
3® 130.3-21a } 29.87-107.93 1 24.28-107.93 1 21.88 -93-32 I 18.70 -73.99
3e ON 1 30.3-2B 1 9.60-139.16 1 9.60-139.16 1 9.60-120.16 1 9.60 -95.04
3e OHS j 30.3-2B 1 9.60-145.27 1 9.60-145.27 1 9.60-126.27 1 9.60-101.15
3r 130.3-2B 1 29.87-128.30 1 24.28-128.30 1 21.88-109.91 1 18.70 -85.60
3r ON 13D.3-2B 1 9.60-159.53 1 9.60-159.53 1 9.60-135.00 1 9.60-102.59
3rOHS 130.3-2B I 9.60-165.64 1 9.60-165.64 1 9.60-141.11 1 9.60-108.70
4 1 30.3-1 1 40.05 -43.45 1 40.05 -43.45 1 38.25 -41.64 1 35.86 -39.26
5 1 30.3-1 ; 40.05 -53.63 1 40.05 -53.63 1 38.25 -50.02 I 35.86-4.5,25
Mind Pressure sum i for C&C Zones based Upon Areas Ch 30 Pt 1 (Table 2 of 2)
All grind pressures inalude a load factor of 0.6
Zone I Figure I A- I A- I A= I A 5
i 100.00 sq ft I 200.00 sq ft 1 250.00 aq ft 1 500.00 sq ft
psf psf psf psf
1� 1 30.3-25 1 16.29 -23.08 1 16.29 -23.08 1 16.29 -23.08 1 16.29 -23.OB
1 ON I 30.3-2B 1 9.60 -50.91 1 9.60 -50.91 1 9.60 -50.91 1 9.60 -50.91
1 0HS I 30.3-2B 1 9.60 -57.02 1 9.60 -57.02 1 9.60 -57.02 1 9.60 -5742
2e I 30.3-2B 1 16.29 -23.08 1 16.29 -23.00 1 16.29 -23.06 1 16.29 -23.08
2e ON i 30.3-2B 1 9.60 -50.91 1 9.60 -50.91 1 9.60 -50.91 1 9-60 -50.91
2e OHS I 30.3-2B 1 9.60 -57_02 1 9.60 -51.02 1 9.60 -57.02 1 9.60 -57.02
2n' I 30.3-2B 1 16.29 -59.38 1 16.29 -44.76 I 16.29 -40.05 1 16.29 -40.05
2n ON I 30.3-2B 1 9.60 -82.38 1 9.60 -71.41 1 9.60 -67.88 1 9.60 -67.88
2n OHS I 30.3-2B 1 9.60 -88.49 1 9.60 77.52 1 9.60 -13.99 1 9.60 -73.99
2r I 30.3-2B 1 16.29-59.36. 1 16.29 -44.76 1 16.29 -40.05 1 16.29 -40.05
2r OH 1 30.3-2B 1 9.60 -82.38 1 9.60 -71.41 1 9.60 -67.Be 1 9.60 -67.88
2r OHS I 30.3-2B 1 9.60 -88.49 1 9.60 -77.52 1 9.60 -73.99 1 9.60 -73.99
3e 1 30.3-2B 1 16.29 -59.38 1 16.29 -44.76 1 16.29 -40.05 1 16-29 -40.05
3e ON I 30.3-2B 1 9.60 -76.03 1 9.60 -57.03 1 9.60 -50.91 1 9.60 -50.91
3e OHS I 30.3-2B 1 9.60 -02.14 1 9.60 -63.14 1 9.60 -57.02 1 9.60 -57.02
3r I 30.3-2B 1 16.29 -67.20 1 16.29 -67.20 1 16.29 -67.20 1 16.29 -67.20
3r ON i 30.3-2B 1 9.60 -78.07 1 9.60-78..07 1 9.60 -78.07 1 9.60 -78.07
3r OHS I 30.3-29 1 9.60 -84.18 1 9.60 -84.18 1 9.60 -84-10 1 9.60 -84.18
4 I 30.3-1 1 34,06 -37.45 $ 32.26 -35.65 1 31.67 -35.07 1 29.87 -33.26
5 1 30.3-1 1 34.06 -41.64 I 32.25 -38.03 1 31.67 -36.97 1 29.87 -33.26
a A is effective wind area for C&C: Span Length * Effective Width
+ Effective width need not be less than 1/3 of the span length
Maximum and minimum values of pressure shown..
+ + Pressures acting toward surface, - Pressures acting away from surface
_OH represents an Overhang in the zone specified
+ Overhang pressures calculated per Para 30.9
Per Para 30.2-2 the Minimum Pressure for C6C is 9.60 Pat t0.460 kPal ilnc3udes LEI
+ Interpolation can be used for values of A that are between these values shown.
file:/l/G:/[7sers/aimeelAppData/R.oaming/MecaWmd/Output/WPFOuiputPrint2022.05.13.1... 5/ 13/2022
REAR ADDITION
f SkyR+ac En ineering, Inc
CA No. 29652 www.skyrockeng.com
EMAIL: aimee®skyrockeng.com
Phone: 786 285 7157 Fax: 305. 258 3345
�4�C,41 ACV
aI
JOB: ,V ui /")R
SHEET No.: OF
CALCULATED BY: ���_ DATE: l z 2
G6"101?"r-
_5ky_Rycl�Enaineering, Inc JOB- 2�e w /08 S;
CA No. 29652 www.skyrockeng.com SHEET No.: � _ — OF
EMAIL: aimee@skyrockeng.00m CALCULATED BY: - DATE:
Phone: 786 285 7157 Fax: 305. 258 3345
of 17or
�
t6 /7z
l �49 g` ��
SkVRack EnC,ineering= Inc
CA No, 29652 www.skyrookeng.com
EMAIL: aimseGskyrockeng,com
Phone: 786 285 7157 Fax: 305.258 3345
S & 6)1 & VW
C
CIO
Gd� _
JOB: ,& f) w !�
SHEET No.: R OF
CALCULATED BY:�A?e- DATE:
Project: V
T
F:
Number:
Date: May 11, 2022
By:
Sheet of
CMD12.01.01 Filename: WALL.dat
Reinforced Concrete Masonry Out -Of -Plane Loaded Wall per 2012 IBC Section 2108 (2011 MSJC Section 3.3.5)
- Ultimate Strength Design -
Input:
7.625 in.
10.5 ft. # 5 Q 32 inches on center
at 3215 inches from the ioadad face
Support Condition: Pinned Top and Bottom
Wail Section
Wall Geometry:
10.50' high, 8" nominal thickness CMU wall
Cells Grouted at 8" o.e.
WaQ Material Properties
fm = 2,000 psi
fy = 60,000 psi
Em = 1,800 ksi
Es = 20,000 ksi
n = 16.11
Applied Load$:
Dead Load
Floor Live Load
Roof Live Load
Snow Load
Horizontal Seismic Load
Vertical Seismic Load
Vertical Wind Load
Lateral Loading:
# Load Load
Condition Type
E,W,H' P,T,M2
1 W T
P
M
Wall Weight
plf
pif-in
psf
250
0
55
0
0
300
0
0
0
0
0
0
0
0
0
0
Load Start Load End
Location Value Location Value
ft plf,psf,plf--in ft psf
0.0 80 10.5 80
Seismic Performance Category: D
Output:
Input Reinforcing:
# 5 C 32 inches o.c., As = 0.12 In2/ft, p - 0.0025
mwdmum p = 0.0026
Wall Design Geometry, Gross Moment of Inertia and Section Modulus:
Positive Moments: b = 32.00 In d W
3.82 in
Negative Moments: b = 32.00 In d =
3.81 in
Gross Section: b = 12.00 in
Is - WPM 2
443 in,/ft
Sg = lsf(W) -
116 ine/ft
Allowable Stresses and Cracking Moment:
h'/t = 16.52 s 30 - Fe max = 0.2 f m
Maximum Axial Stress for Wit > 30 = '0.05fm = 100 psi
Maximum Axial Stress for h7t � 30 = 0.2f;� = 400 psi
fr (per MSJC Table 3.1.7.2.1) = 163.0 psi
Mcr= S9*91000 = 19.0 kip-in/ft
1. E = Earthquake Fonm, W = Wind Faroe, H = Soil Pressure Load
2- P = Point Load. T = Trapezoidal or Uniform Load, M = Concentrated Moment
Project:
Number:
Date: May l l , 2022
T By:
F_ Sheet of
CMD12.01.01 Filename: WALL -dot
Reinforced Concrete Masonry Out-0f-Plane Loaded Well per 2012 IBC Section 2108 (2011 MUC, Sp0tion 3,3.51
- Ultimate Strength Design -
Factored Input Out -Of -Plane Loads and Moments:
Load
Load Pu
Mu wu start
hstart
Wu and
hand
Type
Factor klf
klfAn ksf
ft
ksf
ft
Load 1 W
1.0
0.080
0.00
0.080
10.50
W
0.5
0.040
0.00
0.040
10.50
Ultimate Axial Loads and Stress Checks:
Load Case
Puo + Puw
Q h
Puo + Puw/Ag Stress
Ibs
ft
psi
Ratio
1.4D
1,158.5
0.00
12.66
0.032
OK
1.2D+1.6L+0:5Lr
1,143.0
0.00
12.49
0.031
OK
1.2D+1.6L+0.58
993.0
0.00
10.85
0,027
OK
1.2D+1.6Lr+0.5L
1,473.0
0.00
16.10
0.040
OK
1.2D+1.6Lr+0,5W
1,126.5
5.25
12.31
O:031
OK
Service Load Moments and Maximum Deflections:
- Maximum Allowable Deflection, As mac =
0.007h = 0,882 in
Equivalent Unfactored
Ps
Ms o
Ms ps
@ h
As
�, h
Load Case
kips
ldp-in
kip -in
ft
in
ft
D+0.75[Lr+0.6"
0.76
5.95
5.96,
5.25
0.0124
5.25
< An= - OK
D+0.75[S+O.aq
0.54
5.95
5.96
525
0.0124
5.25
< Amc - OK
D+0.75[O.6W+L+Lr]
0.76
5,95
5.98
5.25
0.0124
5.25
s Amax - OK
D+0.6W
0.54
7.94
7.95
5.25
0.0165
5,25
s Amax - OK
0.6D+0.5W
0.32
7.94
7.94
5.25
0.0185
5.25
5 Amax - OK
Ultimate and Nominal Shear:
0 = 0,80
Load Case
Governing
Vu
OVA
Strength
Location
kips
kips
Ratio
1.2D+1.8S+0,5W
Top
0,21
7,43
0.03
OK
1,2D+1.OW+0.5L+0.5Lr
Top
0.42
7.46
0.06
OK
1.2D+1.OW+0.5L+0.5S
Top
0.42
7.43
0.06
OK
1.2D+1.OW
Top
0.42
7.43
0.06
OK
0:90+1.OW
Top
0.42
7.41
0.06
OK
Project:
RR
T.
F:
Number:
Date:
By:
Sheet
May 11, 2022
Of
CMD12.01V Filename: WALL.dat
Reinforced Concrete Masonry OuWf--Plane Loaded Wall per 2012 IBC Section 2108 (2011 MSJC Section 3.3.5)
- Ultimate Strength Design -
Ultimate Axial Load and Data for Ultimate Positive Mgrrkent Calculations:
Load Case
Pt,
h
Aso
c
Icr
klps
ft
ina
in
In'
1.2D+1.6S+0.5W
0.65
5.25
0.13
0.50
23.0
1.2D+1.OW+0.5L+0.5Lr
0.80
5.25
0.13
0.51
23.4
1:2D+1.OW+0.5L+0.5S
0.65
6.26
0.13
0..50
23.0
12D+1.OW
0.65
525
0.13
0.50
23.0
0.9D+1,OW
0.48
5.25
0.13
0.49
22.7
Ultimate Positive Moment and Deflection:
� - 0.90
Load Case
Mn
OMn
Mu a
Mu p,&
Strength
Du
Idp-In
kip -in
kip -in
kip4n
Ratio
in
1.2D+1.6S+O.SW
27.8
25.1
6.62
6.62
0.25
0.014
OK
1.2D+1.OW+0.5L+0.5Lr
28.4
25.6
13.23
13.25
0.52
0.027
OK
1.2D+1.OW+0.5L+0.5S
27.8
25.1
13.23
13.25
0.53
0:027
OK
1.2D+1.OW
27.8
25.1
1.3.23
13.25
0.53
0.027
OK
0.9D+1.OW
27.2
24.5
13,23
13.24
0.54
0.027
OK
INTERIOR RENOVATION
SkyRoc En ineering, inc JOB: ::?�&_ A)W Add f,�
CA No. 29652 www.skyrockwv.00m SHEET No.: l2 OF
—
EMAIL: aimee@skyrookeng.com CALCULATED BY:� _ DATE:
Phone: 786 285 7157 Fax. 305. 258 3345
, zaelc", ivkwd a,� klVte�
e;ze-t Ae
' 4
9 17z
Z) -
(-.2v = 5
Title Block Line 1
You can change this area
using the "Settlngs" menu hmn
and then using the 'Printing &
Tide Block' selection.
Title Block Line 6
Wood Beam
Description: KITCHEN WOOD BEAM
CODE REFERENCES
Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10
Load Combination Set: IBC 2015
Material Properties
Analysis Method: Load Resistance Factor D
Load Combination IBC 2015
Wood Was Mixed Southern Pine
Wood Grade No. 1: 2" - 4" Thick: 1 T' Wide
Beam Bracing Completely Unbraced
Project Title:
Engineer.
Peo) d Descr.
Fb - Tension
975.0 psi
Fb - Compr
975.0 psi
Fc - Pril
1,400.0 psi
Fc - Perp
565.0 psi
Fv
175.0 psi
Ft
575.0 psi
o.44 a.s s .0 s
r
6x1
Spun = 9 670 ft
Project ID:
"at 11 WAY 2D2Z. S?.10 N
13410.17.321. Ver.6.17.6,30
E: Modulus ofFJasb*
Ebend- xx 1, 500. 0 ksi
F-minbend - xx 550.0 ksi
Density 31.820pcf
A ip ied Loads
_
Service loads entered. Load Factors will be applied for calculations.
Uniform Load : D = 0.440, Lr = 0.530, W = -0.870 , Tnbubq Width =1.0 ft
D_ESIG_N SQMMA
mu Maxim Bending Stress Ratio =
0.95(11 Maximum Shear Stress Ratio
=
0.419 : 1
Section used for this span
6x12
Section used forthis span
6x12
fb:Actual =
1,592.05psi
fv:Actual
=
126.68psi
FB : Allowable =
1,676.38 psi
Fv: Allowable
=
302.40 psi
Load Combination +1.20D+1.6OLr+0.50L+1.60H
Load Combination
+1.20D+1.60Lr+0.50L+1.60H
Location of maximum on span =
4.835ft Location of maximum on span
=
8.717 ft
Span # where maximum occurs =
Span # 1
Span # where maximum occurs
=
Span # 1
Maximum Deflection
Max Downward Transient Deflection
0.100 in Ratio =
1156>=360
Max Upward Transient Deflection
-0.165 in Ratio =
704>--360
Max Downward Total Deflection
0.184 in Ratio =
632 >=180
Max Upward Total Deflection
-0, 049 in Ratio =
2376 >=180
Maximum Forces anti Stresses for Load Combinations
Load Combination Max Stress Ratios
Moment Values
Sire_ arValues
Segment Length Span # M v
X C FN C I Cr Cm
C t O L Abu fb
Fb
Vu
fv Fv
-r A{JD+1 60H
1.ODO 1.OD 1.00 1.00
100 1.OD
0.00
000
0.00 000
Length - 9 670 ft 1 0.567 0.250
0.60 1.000 1.00 1.00 1.00
1.00 1.00 7.20 712.72
1257.28
2.39
56.71 228.0
+1.20D+0.5OLr+1.60L+1.60H
1.000 1.00 1.00 1.00
1.00 1.OD
0.00
0.00
0.00 0.00
Length = 9.670 ft 1 0.547 0.241
0.80 1.000 1.00 1.00 1.00
1.00 1.OD 9.27 917.61
1676.38
3.08
73.01 302.40
+1.2DD+1.60L+0.50S+1.60H
1000 1.00 1.00 1.00
1.00 1.00
0.00
0.00
0,00 0.00
Length = 9.670 ft 1 0.364 0.161
0.80 1.000 1.00 1.00 1,00
1.00 1.00 6.17 610.90
1676.38
Z05
48.61 302.40
+120D+1.6OLr+0.50L+1,60H
1.000 1.00 1.00 1,00
1.00 1.00
0.00
0.00
0.00 0.00
Length = 9.670 ft 1 0.950 0,419
0.80 1.000 1.00 1.00 1.00
1.00 1.00 16.08 1,692.05
1676.38
5.34
126.68 302.40
+1.2DD+1.6OLr+0.50W+1.60H
1.000 1.00 1.00 1.00
1.00 1.00
0.00
0.00
0.00 0.00
Length - 9.670 ft 1 0.649 0.286
0.80 1.000 1.00 1.00 1.00
1.00 1.00 11.00 1.088.75
1676.38
3.65
86.63 302.40
+1.20D+0,50L+1.60S+1.60H
1.000 1.00 1.00 1.00
1.00 1.00
0.00
0.00
0.00 0,00
Length = 9.670 ft 1 0.364 0.161
0.80 1.000 1.00 1.00 1.00
1.00 10 6.17 610.90
1676,38
2.05
48.61 302.40
Title Block Line 1
You can change this arse
using the "settings' menu item
and then using the Ofthng &
Title Block' selection.
Me Block Line 6
Wood Beam
Description: KITCHEN WOOD BEAM
Project Tide;
Engineer. Project ID: OA
Protect Descr:
Rnted iiMAY 2M. MA M
INC. 1983 O17, 8ti A17.3.29. Ver&17430
Load Combination
Max Stress Ratios
Moment Vakres
Segment Length Span #
M
V
D FN
C i
Cr
Cm
C t
C L Mu
b
Fb
+1, DAMS+0.MW+1,60H
t.000
1,00
1.00
1.
1.00
1.00
0.00
Length = 9.670 ft 1
0,064
0,028
0.80
1.000
1,00
1.00
1.00
1.00
1.00
1,09
107.60
1676.38
+120D+O,5OLr+0.50L+W+1.60H
1.000
1.00
1,00
1.00
1.00
UO
0.00
Length - 9.670 ft 1
0 043
0.018
1.00
1.000
1.00
1.>Jil
1.00
1.00
1.00
0:90
89.09
M-47
+1.20D+0,50L+0.50S+W+1,60H
1.000
1.00
1.00
1.00
1.00
1.00
0.00
Length = 9.670 ft 1
0,189
0,083
1.00
1.000
1.00
1.00
1.00
1.00
1.00
4.00
395.70
2095.47
+1,20D+0.50L+0.70S+E+1.60H
1.000
1.00
1.00
1.00
1,00
1.00
0.00
Length - 9.670 ft 1
0.292
0.129
1.00
1.000
1.00
1.00
1,00
1,00
1.00
$,17
610.90
2095.47
+0,90D+W+0.90H
1.000
1.00
1.00
1.00
1.00
1.00
0.00
Length = 9.670 ft 1
0.262
0.115
1.00
1.000
1.00
1.00
1.00
1.00
1.00
6,54
548.42
2095.47
+0,90D+E+0,90H
1.000
1.00
1 M
1.00
1.00
1.00
0_100
Length = 9.670 ft 1
0.219
0,096
1.00
1.000
1.00
1.00
100
1,00
1.00
4.63
458.18
M-47
Overall Maximum Deflections
Load Combination � Span
+D+Lr+H 1
Vertical Reactions
Load combination
Overaii MAXimum
Overall MIMmum
+D+H
+D+L+H
+D+Lr+H
+D+S+H
+D+0.750Lr+0.750L+H
+D+0.750L+0.750S+H
+D+0.60W+H
+D+0.70E+H
+D+0.750Lr+0.750L+0.450W+H
+D+0.750L+0,750S+0.450W+H
+D4.750 L+0.750S+0.5250 E+H
+0,60D+0.60W+0.60H
+0.60D+0.70E+O.6OH
D Only
Lr Only
L Ony
S Ony
W Only
E Only
H Only
Max.'--' Deft Location In Span Load Combination
0.1836
4.870
Support notation: Far left is #1
Support 1
support 2
4.690
4.69D
0.234
0.234
2.127
2127
2127
2.127
4.690
4.690
2,127
2.127
4,049
4,049
2,127
2.127
-0.396
-0.396
2.127
2.127
2156
2,156
0,234
0.234
2.127
2,127
-1.247
-1,247
1,276
1,276
2.127
2,127
2:563
2,663
-4,206 -4.206
Shear Values
Vu
fv
Fv
0.00
0.00
0.00
0.36
8.56
30240
0.00
0.00
0.00
0.30
7.09
378.00
0.00
0.00
0.00
1.33
31.6
378.00
0.00
0.00
0.00
2.05
48.61
37800
0.00
0.00
0.00
1.84
43.64
378.00
0.00
0.00
0.00
1.54
36,46
378.00
Max '+` Dell Lomhon m'Spon
0.0000 0.000
Values in KIPS
...SkvRvck.Engneering, Inc JOB: 2z xvw Aqf
CA No. 2VD52 www,skyrockeng.com SHEET No.: OF
EMAIL: aimeeaskyrockeng.com CALCULATED BY: Af DATE: $ 1l/ 2� -
Phone: 786 285 7157 Fax 305. 258 3345
GL��iO C3��CG'��� v?ZSSIL -
7a
(3 7 — /, —
z
�j4 s� _ ls�l�)(G,� =
S 6tlQ�
S - p /,
D&
CC/ECC/ECCU
Column Caps
Column caps provide a strong connection fir
column -beam oombinations.
yyy
Material: CCSY4, CC44. CC46, CC48, CC4.62, CC64,
EOC48,
CC66, CC68, CC6-7Yr. ECC3Y4, ECC44, ECC46,
ECC4.62, ECC64. ECC66, ECC66, ECC6-7% — 7 gauge:
all others — 3 gauge
Finish: Simpson Strong -lie gray paint. Some products
available in HDG, stainless steel or black powder coat:
CCO, ECCO — no coating.
installation:
• Use all s-peciiod fasteners: see General Notes
• Boll holes shall be a minimum of W to a rrrardmum of Ya'
Larger then the bolt diameter (per 2015 NDS, section 12.1.32)
• Contact engineered wood manufactures for connections
that are not through the wide face
Options:
• Straps may be rotated 901 where W1 2 W2 (see illustration)
and for 005Y4-6.
• For special, custom or rough -cut lumber sizes, provide
dimensions. An optional W2 d rnension may be sp eo5ed.
(The W2 dimension on straps rotated W is limited by
the W1 dimension.)
• CCO/ECCO — Column cap only (no straps) may be ordered
for field -welding to pipe or other coiwT ns. OCCVECCO
dimensions are the same as CC/ECC. Weld by designer.
• CCOB — Arry two CCOa may be specified for back-to-back
welding to create a cross beam connector Use the table loads:
the bad is no greater than the lesser element employed.
Codes: See p.11 for Code Refererx;e Key Chart
am•]
x
4
41
Specify
post -too -beam
connections
90
CCOB
I
Cz�7
(We bolts)
Jr ¢
A
3'
CC
ECC"
ECCU
(ECCU44 has only
2 bob to beam)
�i
I E=1W
1Y7Unless.O
�j E Optional CC with
Optional ECC with Sb"s Rotated 90'
Straps Rotated 90•
it
zz
i�
o.
d
CC/ECC/ECC U
Column Caps (cont.)
■ These products are available with additional corrosion protection. For more information, we p.14. ID For stainless -steel fasteners, aw p.21.
■
D131tertaians (In)
Bolls
Rtlowabla % v WII
(DFlS?)
Model
No.
B"°t"
Wft
pa)
N►t
w2
L
Site
Seem
Poet
CC
ECC
ECCU
Cato
CC0/EDCO
Model Na
[N01egs)
CC
BCC
ECCiI1111
CCTEMEM
UPM
Down
OW
t pan
0*
06M
aom
00%
(low
q00)
CC31/4-4
3%
3%
3%
11
7%4
9%4
6%
%
4
2
4
2
3,150
16,9W
6,835
3,150
6,835
C0031/4
CC31/4-6
3%
3Y4
5%4
11
7%i
9%
6%
%
4
2
4
2
3,150
21,485
10,740
3,150
10,740
ECCO31/4
CC44
3%
3%
3%
7
5%
6%
4
%
2
1
2
2
.1,850
19,020
7,655-
1,850
7,655
CC04 E0004
CC46
3%i
3%
5%
11
8%
914
6%
%
4
2
4
2
3,530
24r065
12,000
9,530
12,030
CC04/6
CUB
3%
3%
7%4
11
8%4
9%
6%
%
4
2
4
2
,3;530
24AM
16,405
3,530
16,405
ECC04/6
CC4.62-3.62
4%4
4%
3%
11
8%
9%
6Ye
%
4
2
4
2
4,535
23,390
9,845
4.535
9,845
CC4.62-4.62
41h
4%
4%
11
8%4
9%
61h
%
4
2
4
2
4,535
30,070
12,655
4,535
12,655
CCC04.2
ECC04.82
CC4,62-5.50
4%4
4%
5%4
11
8%4
9%4
6%h
%
4
2
4
2
4,535
30,940
15,470
4,535
15470
CC91/4-4
51A
5%
3%
13
9%
101E
8
%
4
2
4
2
6XO
26,635
11,210.
6,300
'1100
CC5 V"
5%6
5%
5%4
13
9%4
101A
8
IA
4
2
4
2
%WQ
28,190
17,615
6.500
17,615
CC051/4
ECC051/4
CC51/4-8
5%6
5Y.
7%
13
9%4
101h
8
Y4
4
2
4
2
6,645
35.235
24,025
6,645
24025
CC64
5V4,514
551
3%
11
Th
9%
6%h
%
4
2
4
2
5,545
28,585
12,030
5.545
12,030
CC06
CC66
5Y4, 5%4
514
534
11
7%/r
9%
6%h
4
2
4
2
5.545
30,250
18,905
5,545
18,905
ECC06
CC68
5Y4,5%
5%
7%
11
9Ya
9%4
614
%
4
2
4
2
5,545
37.815
25,780
5.545
25,780
ECC068
CC6-71/8
5%, 5%
5%
7%ti
11
9%5
9'%
6%4
%
4
2
4
2
5,545
37,815
24,490
5,545
24,490
CC74
6%
6%
3%
13
10%4
10%4
8
414
4
2
4
2
6,330
33490,
16;355
6.330
15,3%
FL LA
CC76
6%
r3%
5%4
13
1614
10%
8
44
4
2
4
2
6,790-
37,125
24130
6,790
24,130
CC07
CC77
6%
6%
6%
13
10%4
101re
8
%
4
2
4
2
.7=
A8
29,615
7A20
29,615
CC76
6%
6%
71A
13
10%
10Ye
8
%
4
2
4
2
7,145•
48M
32M
7,145
32,905
CC7118-4
7
7%
3%
13
10%e
10%
8
Y4
4
2
4
2
6,360
34.730
18,375
6,360
18,375
CC71/8-6
7
7%
51h
13
10%4
10%4
8
Y4
4
2
4
2
6,825
38,500
28,075
6,825
28,975
CC071/8
CC71/8-71/8
7
7%b
71J,
13
10%
10%
8
Y4
4
2
4
1 2
7,105
57,750
36,750
7105
36,750
ECCA71/8
CC71/8.8
7
7%6
7Ys
13
10%4
1034
8
%
4
2
4
1 2
7,190
52,500
39,375
7,190
39,375
MAI
Ph
7%
3%
13
105E
10%
8
%
4
2
4
2
0,410
`37.210
16A05
,'A410
18,405
CCOB
ECC08
CC88
7W
711
514
13
10%
1014
8
4
2
4
2
6,885
41;W
25780
6,885
'25,7W
CC88
71A
7%
7%
13
10%4
10%
8
Y4
4
2
4
2
1 T4a0`
51;585:
M55
7,250'
;35,155
CC94
8Y4
8%
3%
13
10%4
10%
8
Yi
1 4
4
4
Z
1 6,580
47,545
19,905
6,530
19,905
CC96
8%
8%
5%13
10%10%8
V4
4
4
4
2
7,080
48,125
31,280
7,080
31.280
CC09
ECC09
CC88
8%
8%
7%4
13
10%
10%Ri
8
Y4
4
4
4
2
7,455
6205
42,655
71455
42A55
CC106
9%
9%5%13
10%
10%
8
1/44
4
4
2
7,160
52,250
32A55
' 7,160
32,855
CC 0
ECC010
1. Uplift loads have been increw*d for earthqualm or wind loading with no further brie allowed. Reduce where other loads govern.
2. Downloads shall be reduced where Rrniled by allowable loads of the post
3. CC uplift bads do not apply to splice conditions.
4. SpIce conditions with Me must be detalled by the cfesgner to transfer tension loads between spliced members by means other
than the column cap.
5. Column sides are assumed to be aligned in the same vertical plane as the beam sides. CC4.82 models assume a minimum SW -wide post.
6. Structural composite lumber columns have sides that show either the wide face orthe edges or the lumber stran*s/veneem known as
the narrow kos. Values in the tables retest it stcttatic n into the wide face. See technical bulletin T-CSCLCLM at sb ong0e.com for bad
reductions resulting from narrow -face irmiafletiona.
7- Beam depth must be at least as tall as Ht.
8. COO and MM welded to a steel column will achieve mandm rn bad fisted for the beam and i^e post cap as CC and ECC.
The steel column width shall match the beam width. Weld by deg;Wer
9. All references to bolts are for structural quality through bolts (not lag screws or carnage bolts) equal to or betler than ASTM AW7, Grade A.
W
I
13
■
91
Sky Rock En ineeting, (nc
CA No. 29652 www.akyrockeng.00m
EMAIL: aimee@akyrockeng.com
Phone: 786 285 7157 Fax: 305. 258 3345
i
AF
JOB: .2-e, /Uow 6D
SHEET No.: / _ OF
CALCULATED BY: DATE: - Z Z
il
Title Block Line 1 Pro}ect Titfe: l�
You can change this area Engineer. Project ID:
using the "Settings' menu item Project Descr.
and then using the'Printing 8
Title Block' selection.
Title Black Line 6 pr.cCa 11I.wY?W. 122WM
Fib _ QlwaRl[WYP{t0 f-1W711[2?9If7-1lGLaGrL -e06
Steel Beam ENERCALC. INC. 1s63.2017.BUU:6.,7.3.29.Ver.817.5.30
Description : ENT TIE BEAM JExt.G►-' r e
CODE REFERENCES (�
Calculations per AISC 360-10, IBC 2012, ASCE 7-10
Load Combination Set: IBC 2015
Material Properties _
Analysis Method: Load Resistance Factor Design Fy : Steel Yield
Beam Bracing: Completely Unbrac ed E: Modulus:
Bending Axis: Major Axis Bending
036) Lrfaa
36.0 ksi
29,000.0 ksi
u
SW=E.ort
L 6xE748
Applied Loads_
Beam self weight calculated and added to loading
Uniform Load : D = 0.360, Lr = 0.430 k/ft, Tributary WKM =1.0 It
DESIGN SUMMARY
Service loads entered, Load Factors will be applied for calculations.
Iva) -dim -um Bending Stress Ratio
Ma
0.9'10 : 1
V&6hu- m Slleac 6 ess Ratio
Section used for this span
L6x6x3/8
Section used for this span
Mu: Applied
9.103 k-ft
Vu : Applied
Mn' Phi: Allowable
10.000 k-ft
VnPhi: Allowable
Load Combination +1.20D+1.6OLr+0,50L+1,60H
LoadCornbination
Location of maximum on span
4.000ft
Location of rneDdrnum on span
span # where maximum occurs
Span # 1
Span # where maxmnum occurs
Maximum Deflection
Max Downward Transient Deflection
0.089 in Ratio =
Max Upward Transient Deflection
0.000 In Ratio =
Max Downward Total Defleciloh
0.167 in Ratio -
Max Upward Total Deflection
0.000 in Ratio=
Maximum Forces S Stresses for Load Combinadotns
Load Comlrnaiion
Max Stress
Ratios
Segment Length Span 4
M
V
max Mu + max Mu -
+1-40D+i.60H
Dsgn. L - 8.00 fl 1
0.420
0-048
4.20
+1,20D+0,60U+1,60L+1,80H
Dsgn, L = &00 A 1
0,532
0,061
5.32
+1.20D+1.60L+0.WS+1.60H
Dsgn. L- 8.00 A 1
0,360
0,041
3,60
+1,20D+1.ODLr+0.50L+1,60H
'Dsgn, L - 8.0D ft 1
0.910
0.104
9.10
+1.20D+1,WU+0.50W+1.60H
Dsgn. L = 8,00 ft 1
0.910
0.104
9,10
+1.20D+0.50L+1.BDS+1.60H
Dsgn. L = 8.00 ft 1
0.360
0.041
3.60
+1.2DD+1-60S+0.50W+1.60H
Dsgn. L- 8.00fl 1
0.360
0.041
3.60
+1, ZOD+0.50Lr+0.50L+W+1, WH
Dsgn L = 8.00 ft 1
0.532
0,061
5.32
+1.20D+0.50L+0.505+W+1.00H
Degn. L= 8.00 R 1
0 360
0.041
3.60
+1.20D►0.50L+0.70S+E+1,60H
Dsgn. L = 8.00 A 1
0,380
0.041
3.60
+0.90D+W+0.90H
Dsgn, L = 8.00 R 1
0.270
0.031
2.70
+0.90D+E+0.90H
Dsgn. L= 8.00 ft 1
0,270
0.031
2.70
1, 076>=360
0 <360
575 >---180
0 <180
0.104: 1
L6x6x3/8
4.552 k
43.740 k
+1.20D+1.60l-r+0.50L+1.6OH
0.000 ft
Span # 1
nsnary of Moment Values
Mu Max Mnx
Phi'Mnx
Cb Rm
Summary of Shear Vahm
VuMax Vmc PhrVnx
4.20
11.11
10.00
1.14 1.00
2,10
48.60
43.74
5,32
11.11
10,00
1.14 1.00
266
48.60
43,74
3.60
11.11
10.00
1.14 1.00
1.80
48.60
43.74
9,10
11.11
10.00
IN 1.00
4.55
48,60
43.74
9.10
11,11
10.00
1.14 1,00
4.55
48.60
43.74
3.60
11.11
10.00
1.14 1.00
1.80
48.60
43.74
3.60
11.11
10.00
1.14 1.00
1.80
48,60
43.74
5,32
11.11
10.00
1.141.00
266
48,60
43,74
3.60
11,11
10.00
1.14 1.00
1.80
48.60
43.74
3,60
11.11
10,00
1-14 1.00
1.80
48.60
43.74
2.70
11.11
10.00
1.141.00
1,36
48.60
43.74
270
1111
10.00
1.14 1.00
1.36
48.60
43.74
Title Block Line 1 Pmjvt Tille:
You can change this area Engineer. Project ID: 410,
using the "9ettlrlgs" menu item Protect Desa:
and then using the "Printing &
Title Block" s&-ction.
I me b*CK Line u PMcd i, MAY M. 2"PM
Steel Beam Fla=C:1wORORYPROJ-IWMPM7-1ICALQCALC1o*.ec6
FHMCALC. INC. 1983 DIT Be d.A`17.3.29, Ver.6.17.6.30
Descdptlon : EXIST TIE BEAM
Overall Maximum Deflections
Load Combination Span
+D+Lr+H 1
Max. W Deft Location in Span
0,0000 0.000
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Max. '-° Deft Location in Span Load Combination
Load Combination
Support 1
Support 2
Overall mum
Overall MINIMUM
0.900
0.900
+0+t4
1.500
1,500
+D+L+H
1.600
1.500
+D+Lr+H
3.220
3.220
+D+S+H
1.500
1.500
+D+0.760Lr+0.750L+H
2.790
2.790
+D+0.760L+0.750S+H
1.600
1.500
+D+0.60W+H
1.500
1.500
+D+0.70E+H
1.500
1,500
+D+0.750Lr+0.750L+0.450W+H
2.790
2.790
+D+0.750L+0.750S+0.450W+H
1.500
1.500
+D+0.750L+0.750S+0.5250E+H
1.500
1.500
+0.60D+0.60W+0,60H
0.900
0900
+0.60D+0.70E+0.60H
0.900
0.900
D Only
1.500
1,500
Lr Only
1,720
1.720
L Only
S Ony
W Only
E Only
H Only
Steel Section Properties : i_6x6x3/8
Depth =
6.000 in
I xx
= 15.40 tn114 J = 0.218 m"4
S xx
3.51 in"3 Cw = 0.58 in"6
Leg Widlh =
6.000 in
R xx
= 1.870 in Ro = 3.340 in
Thickness
0.375 in
zx
= 6,270 in"3
Ame =
4.380 in"2
I yy
= 15.400 1nA4
Weight =
14.900 pit
S yy
= 3510 in"3
Kdesign =
0.875 in
Ryy
= 1,870 in
Yog 1.620 in Qs =
0.912
Iz =
6.210 in"4
Sz =
Z690 in"3
Yp = 0,365 in Rz =
1.190 in
Tam =
1.00 deg
Eo - 0 365 in
TRELLIS DESIGN
SkyRack En ineering, Ens
CA. No. 29652 www,akyrookeng,com
EMAIL: aimee@skyrockeng.com
Phone: 786 285 7157 Fax: 305,258 3345
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EMAIL aimee@skyrockeng.com
Phone: 786 285 7157 Fax: 305.258 3345
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January 2010 V-37
MINEW
ENGINEERING y�� bf�J��echnicaf Evaluation Report
EXPRESS DIVISION: 23 08 OO-COMMISSIONING OF 14VAC
ENGINEERINGExPRESS.COM 1 (866) 396-9999 THIS DOCUMENT CONTAINS IS) PAQEs: THE FIRST PAGE MUST BEAR AN
CORP. OFFICE: 160 SW 12Tm Ave SUITE 106. ORIGINAL SIGNATURE & SEAL OF THE CERTIFYING PE TO BE VALID FOR USE
DEERFIELD BEACH, FL 33442 (Subject to Renew July 1, 2022 or next code cycle change)
REPORT HOLDER:
CARRIER ENTERPRISE OF FLORIDA
2000 PARKS OAKS AVE
ORLANDO, FL 33428 USA
(964) 247-2003 1 FL.CARRIERENTERPRISE.COM
SCOPE OF EVALUATION (compllance with the following codes):
THIS IS A STRUCTURAL (1MND) PERFORMANCE EVALUATION
ONLY. NO ELECTRICAL OR TEMPERATURE PERFORMANCE
RATINGS OR CERTIFICATIONS ARE OFFERED OR IMPLIED HEREIN,
This Product Evaluation Report is being issued in accordance with the
requirements of the Florida Building Code Seventh Edition (2020) per
FBC Section 104.11.1, FMC 301.15, FBC Building Ch. 16, ASCE-7, FBC
Existing Building sections 707.1, 707.2, FBC Building 1522.2, and FBC
Residential M1202.1, M1301.1, FS 471.026, including Broward County
Administrative Provisions 107.3.4. This Report is also in accordance with
the International Bullding Code (2012, 2015, & 2018). The product noted
on this report has been tested and/or evaluated as summarized herein.
IN ACCORDANCE VATH THESE CODES, EACH OF THESE
REPORTS MUST BEAR THE ORIGINAL SIGNATURE & RAISED
SEAL OF THE EVALUATING ENGINEER.
SUBSTANTIATING DATA:
• Product Evaluation Documents
Substantiating documentation has been submitted to support this TER and
is summarized in the sections that follow.
• Structural Engineering Calculations
Structural engineering calculations have been prepared which evaluate the
product based on comparative and/or rational analysis to qualify the
following design criteria:
• Maximum allowable unit panel wind pressure connection
integrity
• Maximum allowable uplift, sliding, & ovenuming moment
for ground and roof applications
Calculation summary for this TER is provided in the forces summary
table. No 33% increase in allowable stress has been used in the
design of this product. Microsoft Excel was used to carry out the
calculations present in this report.
INSTALLATION:
The product(s) listed in this report shall be installed in strict compliance
with this TER & manufacturer -provided model specifications.
The product components shall be of the material specified in the
manufacturer -provided product specifications. All screws must be installed
in accordance with the applicable provisions & anchor manufacturer's
published installation instructions.
LIMITATIONS & CONDITIONS OF USE:
Use of this product shall be in strict accordance with this TER as noted
herein. See final page for complete limitations and conditions of use.
OPTIONS:
This evaluation is valid for all CARRIER models present in the table located
on the final page.
UNIT CASING MATERIAL:
0.86mm galvanized sheet steel ASTM A653 EDDS cold rolled steel for
removable top panel. 1.14mm galvanized sheet steel ASTM A653 EDDS cold
roiled steel for base pan. 0.86mm galvanized steel sheet ASTM A653 for side
protector louvers, secured with #10-16 sheet metal screws Into top and base
pan.
Florida Building Code
Seventh Edition (2020)
International Building Code
(2012, 201S. & 2018)
NOTE: GRAPHICAL DEPICTIONS IN THIS REPORT ARE FOR ILLUSTRATIVE
PURPOSES ONLY. ACTUAL UNITS MAY DIFFER SLIGHTLY IN APPEARANCE.
FINISH:
Baked enamel
INSTALLATION:
Shag follow manufacturer specifications as well as the Information provided
herein.
STRUCTURAL PERFORMANCE:
Models referenced herein are subject to the fol]oW r,9 design limitations:
Maximum Rated Wind Pressures":
# 119 psf Lateral, 94 psf Uplift
- Required design wind pressures shall be determined according to the design
pressure guide provided in the appendix or on a site -specific basis in accordance
with ASCE 7 and applicable sections of the building code(s) being referenced in
accordance with ASD methodology,
- Required design pressures shag be less than or equal to the maximum
pressures Ilated herein.
- 'Maximum Rated Wnd Pressures Indicate the maximum pressures that all
units listed herein are approved for. Valid for at -grade and rooftop applications.
See limitations herein.
- Valid for use Inside and outside the High-Veloctly Hurricane Zone (HVHZ).
- Site -specific wind analysis may produce aftemate Imitations provided
maximum rated wind pressures stated herein are riot exceeded.
VISIT ECALC.10/33346 �$ r
FOR ENGINEER CERTIFIED ORIGINALS ME
& MORE INFORMATION ABOUT THIS DOCUMENT
OR SCAN THIS OR CODE
VISIT ENGINEERINGEXPRESS.COMICARRiER I'OR • [move
ADDITIONAL PLANS, REPORTS & RESOURCES _;•
ORIGINAL SIGNATURE AND -RAISED SEAT°Iep
OR DIGITAL SEAL REQUIRED TO BE VAUD PEP?CODE;.•.F,
l3f W
88 C/A 9885
Frank Bennardo, P.E., SECB f. ChecW; Celt g
ENGINEERING EXPRESS* s rigineler,and PE (`\
Fl. PE #0046549 FLCA #9885 Ap,'pe0{ A4pvo
DIGITAL SILL NOTICE: IF THIS DOCUMENT IS DIGITALLY SIGNED "016 5HEET IS PART OF A
DIGITALLY SIGNED FILE. IT SHALL REMAIN IN DIGITAL FORMAT, SHALL BE VERIFIED BY
ELECTRONIC M EANS, & PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED. VISIT ECAL001DS TO LEARN MORE.
PRINTED DOCVM[Nr NOTICE: IF THIS DOCUMENT 15 PRINTED a DOES NOT CONTAIN AN
[NGINE[R'S ORIGINAL SIGNATURE a SEAL, THIS DOCUMENT IS VOID A NOT VALID FOR
USE. PHOTOCOPIES ARE NOT PERWMD FOR USE.
Copyright O Engineering Elrproese Inc. AN Rights Reserved
The FBC 7^ Edition 124Tei delkm APPROVED BOV RCE (Section 2D2) sw'An kdepw'deal pwam, Irsn or corpmelJon sppm d by the bulldrp aftal, who N campstsm and *VwW"d in vie appocason d
angineedrg Principles to metwWo. maulaps or systems anslyses.' Erginewirg Expense profoselonsis meet to competency rsq ks nor tv as defined in the FBC and can a sal their work Engineering Expresso Is
regdaAy, argapse In conducing and providing ergillesreg walwtions of slngtselerrlerd and M64eele bul" systems,
CARRIER SPUT UNITS Engineering I TER-20-33346
SECTION 2 PRODUCT INSTALLATION
Condenser Unit
Note: Unit
shown for
Illustration
purposes only
Roof or ground
structure / substrate
(concrete, steel,
minum see
ledule below)
Tie -down Clips 1 or 2.
See tables below
for specifications
Tie -down Strap & Clip Schedule
Max
Max
Strap
Tie Down
Tie Down
Unit Model4
Lateral
Uplift
Req,d?
My
Clip ##(1)
Clip 0(2)
Pressure
Pressure
NO
QW
Min], Small,
50 psf
39 psf
N/A
4
4
Medium
104 psf
83 psf
NO
N/A
8
4
Mini, Small,
Medium, &
119 psf
93 psf
YES
2
8
4
Large
Note: Strops shall be wrapped as shown in details on section 3. The straps shall be tightened to a snug rd
around the unit. Straps shall be 1' width and 22ga galvanized metal. For Nws-HVH2, use (2) maid straps.
up to 56' MRH. Values shown In table are minimum specified. Using stronger straps per each height is
allowed at installer's discretion.
Anchor
to Host Structure Schedule
Max
Max
Concrete
1/8"Min
1/8" Min
Unit Model'
Lateral
Uplift
3,000 psi
A36 Steel
6061-T6
Pressure
Pressure
Aluminum
Mini, Small,
50 psf
39 psf
A
N/A
N/A
1 119 ps!J
94 psf
N/A
B
L B -- d
Medium, Large
Panel
Integrity Summa
Unit
Model`
Panel
Max Applied
Wind Pressure
Pressure
Direction
Add'I Screws
Needed (pcs)
Mini
Top Panel
94 psf
Uplift
NONE
Louver 1
119 psf
Lateral
NONE
Louver 2
119 psf
Lateral
NONE
Control Cover
119 psf
Lateral
NONE
Small,
Medium,
Large
Top Panel
94 psf
Uplift
NONE
Louver 1
119 psf
Lateral
2
Lauver 2
119 psf
Lateral
2
Louver 3
119 psf
Lateral
2
Louver 4
119 psf
Lateral
2
Control Cover
119 psf
Lateral
NONE
+ See tables provided below for cabinet classification
uo
UQA
PJola Inzlble mwI OM"
thal sae & L"d W fmwn 6,*
awn dips fn e'* urn
bass pen do not touch the owl
In order to prevent any
demege to the coil.
TIE -DOWN CUP 11)
(GROUND AND ROOF APPLICATION)
Mlemi Tech CUTO V wide ASTM A653 galvanized steel o.oT thick
of varying length (FL19731.2) or e9dvalentfor all cabineb tied down
to a roof stricture or ground structura; fasten dip to structure using
a nchor from Anchor Schedule m Host Structure Table and (2) 010 SS
410 seH-drilling screw to fasten dip to unit base pan. Install in unit
with quantities shown in Tle-down Strap & Clip Schedule. Locate dips
at 3' min away from the a ppropriefs comer using four dips per side
(two at each mrrer) and four dips opposhe skis in the same
coMtgurstfon. Miami Tech kit 0 CBCUTD4KG for ground R kit e
C6CUTD4KR for roof application.
0
00 00
DO 00
00
❑ o ❑
TIE4)OWN CLIP (2)
(GROUND AND ROOF APPLICATION)
SMP Clips 2" wide ASTM A283 (Grade D) steel 0.113* thick of varying
length for all cabinets tied down to s roof structure or ground structure
or equfvoloWdips; fasten dip tostmeture using (2) x nehorfrom Anchor
Schedule to Hat Structure Table and (4) N12 SAE Grade 5 sheet
metal soma to fasten dip to unit base pan. Instal In u n h with quantities
shown In Tie -down Strap 6 Clip Schad uie. Locate dips of 3' from the
appropriate corner.
BMP Dart number TD-042.
Tie -down Stray A Cllo:
(for root applications)
- Minimum edge distance 3" from the unit corners.
- Use a minimum of tie -down straps per side equally spaced.
- Clip height shall be adequate to fit SMS within base pan
height. Verify height on site.
- Place an adjacent (1) 010 SMS to avoid the straps slip off.
Anchor Types to Host Structure:
A. — 1/4" Dewalt ULTRACON SS4 Anchor
embedded 1 3/4— in 3.000 psi concrete. 21 /2" from
edge minimum.
B. —114" -20 UNC SAE Grade 5 boll min.1/2" from
edges with nut and washer OD 1'
NA. - No anchors apply.
Note: any louver panels contained by straps or clips shall not be reinforced, otherwise reinforce with 010 410 55 screws; amount of screws
required are dictated by panel Integrity table. Place screw at the bottom part of the louver, joining the louver with the base pan.
IN ALL CONDITIONS IT IS THE RESPONSIBILITY OF THE PERMIT HOLDER TO ENSURE THE HOST STRUCTURE IS CAPABLE OF WITHSTANDING
THE RATED GRAVITY, LATERAL, AND UPLIFT FORCES BY SITE -SPECIFIC DESIGN. NO WARRANTY OF ANY IOND, EXPRESSED OR IMPLIED, IS
OFFERED BY ENGINEERING EXPRESS AS TO THE INTEGRITY OF THE HOST STRUCTURE TO CARRY DESIGN FORCE LOADS INCURRED BY
THIS UNIT. CORP OFC: 160 SW 12T" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 Page 2of5
(954) 354-06601(866) 396-99991ENGINEERINGExPRESS.COMITEAM@ENGINEERINGEXPRESS. COM
CARRIER SPLIT UNITS Engineering Express' I TER-20-33346
SECTION Z DETAILS
STAND RAIL
(BY OTHERS),
TYP.
MECHANICAL UNIT
Mr.S. BACK ISOMETRIC
`SUPPORT ANGLE
(BY OTHERS)
(2) 414 SMS AT EACH SEE NOTE BELOW
STRAP END TO WEB OF
THE SUPPORT ANGLE
3 MECHANICAL UNIT
N.T.S. FRONT ISOMETRIC
CONTROL LIVERS,
COVER
rfP.
TIE -DOWN
CLIP A.
SEE CLIP
NOTE
IPAN
BASE
0fl
0flk
fl
}
PER-
SCHEDULE
SUPPORT AANNGG
STAND RAIL_
(BY OTHERS)
(I -BEAM) BY
SEE NOTE BELOW
OTHERS
(1) 1"x22ga
GALV.ASTM
A36 STEEL
STRAP, SHALL
PASS OVER
THE UNIT TO
I -BEAM ON
OPPOSITE
SIDE.
(2) $14 SMS AT
EACH STRAP END
TO UNDERSIDE
OF THE 1-BEAM
5 TIE -DOWN CLIPS & STRAPS
N.T.S. ELEVATION VIEW
- -2ga GALV.
16 STEEL
;TRAPS
E SECURELY
IED SNUG
f UNIT, TYP.
(BY OTHERS)
SEE NOTE BELOW
MECHANICAL UNIT
N.T.S. FRONT ISOMETRIC
DAL1M FACE
{IUPW tiJ STAND RAIL
(BY OTHERS),
ITYP.
I DIM. 1 DIM, 2 i--"
DIM. 4
DIM. 3
.. a1P(�J
SUPPORTANGLE
SEE NOTE BELOW
+� TIE -DOWN CLIP LAYOUT
N.T.s, PLAN
TIE -DOWN CLIP OFFSETS:
DIM. 1
S.00' MAX OFFSET FROM DATUM FACE 1
DIM. 2
5.00' MAX OFFSET FROM OPPOSITE FACE)
DIM. 3
S.00" MAX OFFSET FROM DATUM FACE
DIM. -
:I n- MAX OFFSET FROM OPPOSITE FACE
Mete:
1. Won Tech support angle part number CBCA830K, CBCAU42K under NQA 016-D601.01 or equivalent is permuted.
2. Lower panels that are not being contained by the str*ps or ckpa shale be reinforced with Ole 410 SS aeram. amount
of screwa required ere Octated by panel integrity table. Place screw at the bottom part of tha Iouver, Joining the louver
with the base Pan.
P 3 f5
CORP OFC: 160 SW 127" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 age O
(954) 354-06601(866) 396-99991ENGINEERINGEXPRESS.COMITEAmOENGINEERINGEXPRESS. COM
CARRIER SPLIT UNITS Engineering TER-20-33346
CABINETS & DIMENSIONS
Cabinet
Unit
Model
Width
in
Depth
in
Height
fn
Large
25VN-024
35.00
35.00
44.00
Lar a
25VN'036
35.00
35.00
44.00
26VN'048
35.00
35.00
44.00
-Large
Large
25VN'060
35.00 1
35.00
44.00
Mini
25VN`813
23A 3
23.13
31 A3
Mini
25VN'824
23.13
23.13
31.63
Mlnl
25VN'825
23.13
23.13
38.44
Mink
25VN'836
23.13
23.13
31.63
Medium
25VN'837
31.19
31A9
39.75
Medium
25VN'B48
31.19
31.19E47.44
Medium
25VN'860
31A9
31.19
Lar a
25HN'924
35.00
35.00
Large
25HN`936
35.00
35.00
Large
25HN'948
35.00
35.00
Large
25HN`960
35.00
35.00
47.44
Large
25HN'824
35.00
35.00
40.63
Large
25HN*638
35.00
35.00
40.63
Large
25HN'848
36.00
35.00
40.63
Lar a
25HWWO
35.00
35.00
47.44
Medium
25HN'518
31.19
31.19
29.66
Large
26HN`524
35.00
35.00
33.88
Large
25HN'530
35.00
35.00
37.25
Large
25HN'536
35.OD
35.00
37.25
Lar a
25HN'542
35.00
35.00
30.44
Large
25HN'W
35.00
35.00
33.88
Large
25HN'560
36.00
35.00
40.83
MIN
24VN'913
23.13
23.13
31.63
Mlnl
24VN'924
23.13
23.13
31.63
MW
24VN'925
23.13
1 23.13
38.44
Mini
24VN'936
23.13
1 23.13
38.44
Medhim
24VN'937
31.19
1 31.19
39.75
Medkim
24VN'948
31.19
31.19
39.75
Larive
24VN•949
35.00
35.00
44.00
Medium
24VN'960
31.19
31A9
43.19
Large
24AN'124
36,00
35.00
40.83
Large
24AN'136
35.00
35.00
47.44
Large
24AN'148
36.00
35.00
47.44
Large
24AN'160
35.00
1 35.00
47.44
Medium
24AN'724
31.19
1 31.19
38.3E
Medium
24AN'736
31.19
1 31.19
38.3E
me
24AN'748
35,00
35.00
40.63
Lar a
24AN'760
35.00
35.00
40.63
Medium
24AN'818
31.19
31.19
29.56
Medium
24AN'624
31,19
31.19
29.05
Medium
24AN'630
31.19
31.19
32.94
Large
I 24AN'638
35.00
35.00
30.44
Large
24AN'642
35.00
35.00
40.63
Lam
24AN'648
35.00
35.00
40.63
Large
24AN'660
35.00
35.00
47,44
L.af,a
24VN'024
35.00
35.00
43.81
Large
24VN'036
35.00
35.00
43,81
Large
24VN'048
35.00
35.00
43.81
urge
24VN'060
35.00
35.00
43.81
Cabinet
Unit Model
Width
(in)(in)
Depth
Height
in
Lar a
251-IMA
35.00
35.00
39.13
Large
2SHC`536
35.00
35.00
39,13
Large
25HC'848
35.00
35.00
39.13
Large
2SHC'980
35.DD
35.DD
45.94
Medium
2SHC'518
31.19
31.19
28.94
Large
25HC'524
35.DD
35.00
32.31
Large
26HC'530
35.D0
35.00
32.31
Large
25HC'536
35.00
35.00
36,75
Large
25HC'542
35.00
35.00
28.94
Lar a
25HC'548
35.00
35.00
1 28.94
La[Le
25HC'560
35.00
35.00
1 39.13
Medium
24AC`724
31.19
31.19
35.75
Medlum
24AC'736
31.19
31.19
35.75
Law
24AC'748
35.00
35.00
39.13
Lar a
24AC'760
35.00
35.00
46.88
Small
24AC'618
26,75
26.75
28.69
Medium
24AC-824
3118
1 3216
28.31
Medium
24AC'830
31.19
31.19
32.31
Large
24AC'636
35.00
35.00
28.31
Lar a
24AC'842
35.00
35,00
39.13
Large
24AC'648
35,00
35,00
32.31
Large
24AC660
35.00
35.00
j 45.94
Large
24VN'624
35.00
35.00
43.81
Large
24VN'636
35A0
35.00
47.19
Large
24VN'648
35.00
35.00
47.19
Lar a
24VN'860
35.00
35.00
47.19
Large
25VN'424
35.00
35.00
43.81
Lam
25VN 436
35.00
35.00
47A9
Large
25VN*448
35.00
35.00
47.19
Lzae
25VN'460
35.00
36.00
1 47.19
Mini Cabinet
Sinai Cabinet
LIMITATIONS & CONDITIONS OF USE:
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bosa corroded, bnkan scow+ ar anther bona %M1 ba niin pd io ansun Irvudufeurr l apmy kc hurltrane-"drorut. Page 4 Q
CORP OFC: 160 SW 12T11 AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
(954) 354-06601(866) 396-9999iENGINEERINGEXPRESS.COMITEAM@ENGINEERINGEXPRES5.COM
r4mw tmspa :s net to se"" is for ikarhleorl purpose■ only.
Acwal units iney differ dplMly In aPPeerMtoe•
Medium and Lwpe
Cabinet
Prof. #
Ramarke
Checked
Date
16-3190.2
IdiialIsave+i3ly
AO
FLB
8123M7
20.33346
Update 10 2020 F8C
CCB
RVJN
12116/20
CARRIER SPLIT UNITS Engineering ~s "` J TER-20-33346
APPENDIX A: DESIGN WIND PRESSURE GUIDE
Max. Ult.
1Mnd
Speed
(vw)
Man. MRH
(Roof
IftlgM)
Exposure
category
Required Design
VAnd Pressures (ASD)
lateral
Pressure
26 psf
UPIMt
Pressure
211 DO
At -Grade
C -
25' psf
(0 ft)
D
31 psf
140 mph
100 ft
C
67 psf
53 psf
D
75 psf
59 psf
200 ft
C
76 psf
60 psf
D
84 psf
67 psf
At -Grade
C
40 psf
32' psf
D
49 psf
39' psf
(0 ft)
10DIt
C
104 psf
82 psf
275 mph
D
117 psf
93 psf
200 ft
C
D
C
119 psf
46 psf
94 psf
36' psf
At -Grade
D
55 psf
44' psf
(0 ft)
186 mph
100 ftID
117 psf
93 psf200
ft
Indicates a design wind pressure that Is not
approved for use by this evaluation. Seek
additional engineering or contact this office
for design solutions.
DIRECTIVE: This design pressure gukte is for reference only and shall be approved for
use by the Authority Having Jurisdiction (AHJ). If the design pre asures iisted in this guide
are not used, required design pressures shall be calculated on a sh"peo ficc basis by
others. For site-specfflc scenarios dasoifled as Exposure Category D, the required design
pressures slated for Exposure Category C in the above guide shell be used or design
pressures shall be calculated separately. For heights and parameters beyond the above
values, conaull vAh art engineer for a slte-speclfic analysis.
The required ASS design pressures listed in the above guide were calculated based an
the parameters Haled below. The project design profeaalonal a permINIng cordractor shall
verify that the slte-specific condlflons are equal to or less then the design parameters
listed below.
'Note: Per the codes and standards referenced herein, uplift Is optional for mechanical
equipment at -grade. At the discretion of the AHJ, uplift may be taken as 0 psf or as the
value listed in the guide.
I
o ASCE 7 'Design Wind Loads: Other Structures"
o Structure Shape = Square, ftsf terrain
o Height of structure (unit + stand or curb, If used) = 6 ft max.
o Width of unit a 1 R min., Depth of unit = 1 ft min.
o Uplift Pressure a Lateral Pressure x 1.511.9 pf considered)
Rnn}Fnn Ia1 d fr MFRHI Ron ulrod Dom lan Pressurca:
o ASCE 7 'Design Wind Loads: Other Structures:
Rooftop Structures and Equipment for Buildings'
o Structure Shape a Square, flat terrain
o z a up to 7 ft, where z = height of stand or curb + % unit height
o Lateral GCr= 1.90; Uplift GCra 1.50
VISIT ECAI_CAO&ORCES Em 0
FOR HELP DETERMINING DESIGN
PARAMETERS AND TO SEE MORE EXAMPLES, ❑
OR SCAN THE OR CODE TO THE RIGHT s
UNIT REACTIONS FROM WIND GUIDE DIRECTIVE: This guide is Intended for use by a project design professional. Design parameters shall abide all
U spedlic.alfons and limitations at sled In this report, Desilin Protesaianet shall topsider all forces, Including seismic
I and snow loads per governing bulldlN codes. Unit reactions obtained from this golds shall be verified by a
registered Professional EVneer. Reactions are applicable for unit -to -host connections only. Sample calculations
D/2 —• are provided below.
Deslan Paremelers:
_P
- Lateral Wind Pressure, P lat - Uplift Wind Pressure, P_up
D - Unit Height, H - Unit Depth, D
- Unit WMdlh, W - Unit Weight, WI
L _ - Support Spacing across Depth, ad - Support Sparing across Width, sw
I
Unit Raactlon Eouetione:
N
i V Long Side (Width x Height): Short Side (Depth x Height):
- Sliding Force, -
P let x W x H - Sliding Force, L= Plat x D x H
- Uplift Force, U P_up x W x D - Uplift Force, U a P up x W x D
sd - Total Tension per Long Side - - Total Tension per Short Side
(LxH/2+Uxsd/2-W1x0.8xsd/2)/sd (LxH/2+Uxsd/2-Wtx0.6xsdl2)low
Example: A (40' W x 36' D x 42- H), 260 lb net weight unit at wind pressures of 120 psf lateral and 95 psf uplift. on a 24" wide roof stand,
shall have the following unit reactions:
• fWgth x HeI ht Short Slodo (Douth x H
1. Sliding Force. L- Plat x W x H 1. Sliding Force, L a P-lat x D x H
a (120 psf) x (48 In) x (42 In) x (1 in2l 1" fl'j a 1880 lb = (120 psQ x (36 In) x (42 In) x (1 In'/ 144 ft2) = 1260 lb
2. Uplift Force, U n P up x W x D 2. Uplift Force, U n P up x W x D
- (95 psQ x (48 In) x (36 In) x (1 In2/ 144 ft2) a 1140 lb a (95 psi) x (48 in) x (36 In) x (1 in2/ 144 ft2) ■ 1140 lb
3. Total Tension per Long Side = 3. Total Tension per Short Side =
=(LxH/2+Uxsdl2-WIx0.6xsd/2)Isd=(LxH/2+Uxsd/2-VAx0.6xsd12)Isw
a ( (1680 lb x 42/2 In) + (1140 lb x 24M In) - _ ( (1260 lb x 4212 In) + (1140 lb x 24/2 in) -
(250 lb x 0.6 x 2412 In) )124 In =1 1118E Ile (2501b x 0.6 x 24/2 In) )148 in a 1046 lb
IN ALL CONDITIONS IT IS THE RESPONSIBILITY OF THE PERMIT HOLDER TO ENSURE THE HOST STRUCTURE IS CAPABLE OF WITHSTANDING THE
RATED GRAVITY, LATERAL, AND UPLIFT FORCES BY SITE41PECIFIC DESIGN. NO WARRANTY OF ANY KIND, EXPRESSED OR IMPLIED, IS OFFERED
BY ENGINEERING EXPRESS AS TO THE INTEGRITY OF THE HOST STRUCTURE TO CARRY DESIGN FORCE LOADS INCURRED BY THIS UNIT.
CORP OFC: 160 SW 12T" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 Page 5of5
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