RC-15-562 (4) j 1U.t;:.DEPARTMENTOFI�OMELANDSECURITY ELEVATION CERTIFICATE
FEbF_AA0EMERGENC`f MANAGEMENT AGENCY OMB No. 1660-0008
I tioncaf r1 ` urunc�.�Progrc4l Important: Read the instructions on pages 1-9. Expiration Date:July 31,2015
SECTION A-PROPERTY_ INFORMATION FOR INSURANCE COMPANY USE
Al EiOld* is Name MARC W.LITZENBERG AND ANNE F. LITZENBERG Policy Number:
A ' B tiding StreetAddress(including Apt., Unit,Suite,,and/or Bldg.No.)or P.O. Route and Box No. Company NAIL Number:.'
_,,4,1420 NE103RD STREET`.
City MIAMI SHORES, State FL ZIP Code 33138
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f .43. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) -
LOT 12,BLK 5 REPL"AT OF TRACT C OF MIAMI SHORES BAY PARK EST,DCR,PB64,PG97,FOLIO#11-3205-031-0030
{
A4. Building Use(e.g.,Residential,Non-Residential;Addition,Accessory,etc.)RESIDENTIAL
A5. Latitude/Longitude: Lat.N26°52'12.3" Long.W80°10'02.8" Horizontal Datum: ❑ NAD 1927 ® 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 8
A8 j For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage:
a) Square footage of crawlspace or enclosure(s) 2419 sq ft a) Square footage of attached garage 400+- sq ft
b) Number of permanent flood openings in the crawlspace - b) Number of permanent flood openings in the attached garage
or enclosure(s)within 1.0 foot above adjacent grade 4 within 1.0 foot above adjacent grade 0
c) Total net area of flood openings in A8.b 380 sq in c) Total net area of flood openings in A9.b 0 sq in
d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No
SECTION B-FLOOD INSURANCE RATE MAP(FIRM) INFORMATION
Bl.NFIP Community Name&Community Number B2.County Name B3.State
MIAMI SHORES 120652 DADE FLORIDA
B4. Map/Pane!Number B5.Suffix . B6.FIRM Index Date 67.FIRM Panel B8. Flood B9.Base Flood Elevation(s)(Zone
12086CO306 L 9/11/09 Effective/Revised Date Zone(s) AO, use base flood depth)
9/11/09 AE 9'
B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9.
❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source:
Bl 1. Indicate elevation datum used for BFE in Item B9: ® 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 ® No
Designation Date: ❑ CBRS ❑ OPA
SECTION C-BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1.1 Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® 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,ARAE,AR/Al-A30,AR/AH,AR/AO.Complete Items C2.a-h
tbelow according to the building diagram specified in Item A7. In Puerto Rico only,enter meters.
Benchmark Utilized: DCBM B#-26-RA EL17.23' Vertical Datum: NGVD
Indicate elevation datum used for the elevations in items a)through h)below. ® NGVD 1929 ❑ NAVD 1988 ❑Other/Source:
Datum used for building elevations must be the same as that used for the BFE.
" Check the measurement used.
a)Top of bottom floor(including basement,icrawlspace,or enclosure floor) 5.50 ®feet ❑meters
b)Top of the next higher floor 8.24 ®feet ❑meters
c) Bottom of the lowest horizontal structural member(V Zones only) N/A. ❑feet ❑meters
d)Attached garage(top of slab) 5.79 ®feet ❑meters
e) Lowest elevation of machinery or equipment servicing the building 8.95 ®feet ❑meters
(Describe type of equipment and location in Comments)
f) Lowest adjacent(finished)grade next to building(LAG) 5.50 ®feet ❑meters
g) Highest adjacent(finished)grade next to building(HAG) 6.41 ®feet f❑meters
h) Lowest adjacent grade at lowest elevation of deck or stairs,including structural support 5.50 ®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. 3�G
1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a f L AC'i E.
® Check here if attachments. licensed land surveyor? ® Yes ❑ No
Certifier's Name ROBERT L.THOMPSON License Number 3869
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Title PROF.LAND SURVEYOR Company Name ACCURATE LAND SURVEYORS
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Address 1150 E ATLANTIC BOULEVARD City POMPANO BEACH State FL ZIP Code 33060
Signature Date 11/14/14 Telephone 954-782-1441
FEMA Form 086-0-33(7/12) See reverse side for continuation. Replaces all previous editions. r
6ELEVApON CERTIFICATE, page 2
t
RT.=�!JT hese spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANYUSE
ng Stre,- cess(including Apt., Unit;-Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number.NE 10 1'. r
City IV,IA State FL ZIP Code 33138 Company NAIC Number
`'SECTION D—SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate_for(1)community official, (2)insurance agent/company,and(3)building owner.
Comments JOB NO 13-3175 14-3722 A5: Lat and Long was obtained using a hand held GPS unit.C2E:A/C'
A/C PAD EL:6.03'NGVD , i
C2a!ELEVATION OF CRAWL SPACE
C2bi ELEVATION OFFLqFLOOR OVER CRAWLSPACE
Signature Date 11/14/14
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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 E1—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 8-9 of Instructions),the next higher floor'
E (elevation C2.b in the diagrams)of the,building is ❑feet ❑meters ❑above or ❑below the HAG.
E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG.
E4. Top of platform of machinery and/or equipment servicing the building is ❑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. I
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's o�Owner's Authorized Representative's Name
Address City State ZIP Code
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Signature. Date Telephone '
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Comments
❑ Check here if attachments.
i 1 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 officiall 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:
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G7. This permit has been issued for: ❑ New Construction ❑Substantial Improvement
G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum
G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters Datum
G10.Community's design flood elevation: i ❑feet ❑meters Datum
I {
Local Official's Name Title
Community Name S� J� Telephone Cj cJ J� 7l
Signature Date
d- to- tJ ,
Comments
,�
�J S�/�?/ G�kd ®�a acv �ti JT•r /��T t/d L fj 1-�
❑Check here if attachments.
FEMA Form 086-0-33(7/12) rr E'ZOc&f�i 1 a i .Iii Replaces all previous editions.
ELEVATION CERTIFICATE, page 3 Building Photographs
See Instructions for Item A6,
IMPORTAtJT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
[B7uildvig Sti,;�t Ayc e� (including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number:
NE 103RD.,TkhET
City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number:
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.
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FRONT VIEW 11/14/14 FRONT DOOR 11/14/14
o 0a„r is ,a d7 X4°0 °s r t:`
s
REAR VIEW 11/14/14 TYPICAL VENT 11/14/14
FEMA Form 086-0-33(7/12) Replaces all previous editions.
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1150 E. ATLANTIC BLVD. ACCURATE LAND SURVEYORS, INC. TEL. (954) 782-1441
f `r'O¢PANO BEACH
FLORIDA 33060 B. #3635 SHEET 1 OF 2 FAX. (954) 782-1442
TYPE OF SURVEY: BOUNDARY JOB NUMBER: SU-13-3175
TOPO,14-3722
LEGAL DESCRIPTION:
LOT 12, BLOCK 5 OF REPLAT OF TRACT C OF MIAMI SHORES BAY PARK ESTATES, ACCORDING TO THE PLAT
THEREOF, AS RECORDED IN PLAT BOOK 64, PAGE 97 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY,
FLORIDA.
ADDRESS: 1420 NE 103RD STREET MIAMI SHORES, FL 33138
FLOOD ZONE: AE
BASE FLOOD ELEVATION: 9'NGVD�
CONTROL PANEL NUMBER: 120652-0306-L
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EFFECTIVE: REVISED: 9/11/2009
LOWEST FLOOR ELEVATION: SEE SURVEY
GARAGE FLOOR ELEVATION: SEE SURVEY
LOWEST ADJACENT GRADE : SEE SURVEY
HIGHEST ADJACENT GRADE : SEE SURVEY '
REFERENCE BENCH MARK: DCBM#B-26-RA ELEV:i7.23'NGVD
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CERTIFY TO:
1. MARC W. LITZENBERG AND ANNE F. LITZENBERG
2.
3.
4.
5.
6.
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...... .. .. ......
......
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.. .. .. . ......
1.
. . . . ......
I-IS SURVEY CONSISTS OF A MAP AND A TEXT REPORT. ONE IS NOT VALID WITHOUT THE OTHER.
2. OWNERSHIP OF FENCE AND WALLS IF ANY, NOT DETERMINED.
3. THIS SURVEY IS MADE FOR THE EXCLUSIVE USE OF THE CERTIFIED HEREON. TO BE VALID ONE YEAR FROM THE DATE OF SURVEY AS SHOWN HEREON.
A = CENTRALANGLE
A = ARC LENGTH o0 o LEGEND OF ABBREVIATIONS: MIAMI—DADE COUNTY NGVD1929
CB CHORD BEARING 1 O
R = RADIUS OR+� ELEVATIONS BASED ON NGVD 1929 D.B. = DEED BOOK
R/W = t RIGHT OF WAY SO.FT. = SQUARE FEET MAINT. = MAINTENANCE CLF = CHAIN LINK FENCEG E A
P.C. = POINT OF CURVATURE F.C.P. PERMANENT CONTROL POINT B.C.R. = BROWARD COUNTY RECORDS WF WOOD FENCE >
P.T. = POINT OF TANGENCY P.B.C.R. = PALM BEACH COUNTY RECORDS D.C.R. = DADE COUNTY RECORDS BLVD. = BOULEVARD NOT VALID WITHOUT
WM = WATER METER P = PLAT P.B. = PLAT BOOK AD ASSUMED DATUM THE SIGNATURE AND
OH = OVERHANG N&D = NAIL 8 DISC O.R.B. = OFFICIAL RECORDS BOOK LM. ORIGINAL RAISED
= IRON PIPE I THE ORIG
N = NORTH P.O.C. = POINT OF COMMENCEMENT F.F. = FINISHED FLOOR I.R. = IRON ROD SEAL IG A FLORIDA
S = SOUTH P.O.B. = POINT OF BEGINNING ENCH. = ENCROACH GAR. = GARAGE LICENSED SURVEYOR
E = EAST A/C = AIR CONDITIONER _X_X_X_X_ = CHAIN LINK FENCE CIL = CENTERLINE AND MAPPER.
W = WEST FND. = FOUND (M) = MEASURED
B.M. = BENCHMARK CHATT. = CHATTAHOOCHEE /—��—��—�A— = W�DFENCE LP = LIGHT POLE.
FH FIRE HYDRANT F.P.L. FLORIDA POWER 8 LIGHT = METAL FENCE U.E. = UTILITY EASEMENT
o/s = OFFSET ELEV. = ELEVATION = PVC FENCE D.E. = DRAINAGE EASEMENT
SEC. = SECTION MH = MANHOLE = CONCRETE FENCE A.E. = ANCHOR EASEMENT
TW P.
= TOWNSHIP ESMT. = EASEMENT = CONCRETE WALL P.R.M. = PERMANENT REFERENCE MONUMENT
RGE. = RANGE ELEC. = ELECTRIC h h�� = WIRE FENCE N.G.V.D. = NORTH GEODETIC VERTICAL DATUM
a °
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FOf9M 405-10
a ,
4 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION-
horida Department of Business and Professional Regulation Residential Performance Method
'Project Name: Litrenberg Residence Builder Name:
°Street: 1420 N.E.103th Street Permit Office: MIAMI SHORES
_City,State,Zip: MIAMI SHORES,FL,33138- Permit Number:
Owrier: Mr.Litzenberg Jurisdiction: 232600
° Design Location: FL,Miami
,
1. New construction or existing New(From Plans) 9. Wall Types(6329.0 sqft.) Insulation Area k
2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=4.1 -'� 5940.50 ft2
b.Interior Block,Interior R=4.1 388.50 ft2
3. Number of units,if multiple family 1 c. N/A R= ft2
4. Number of Bedrooms 4 d.N/A R= ft2
5. Is this a worst case? No 10.Ceiling Types (2909.0 sqft.) InsulationArea
a.Under Attic(Vented) R=30.0 2909.00 ft2
6. Conditioned floor area above grade(ft2) 5189 b.N/A R=} ft2
Conditioned floor area below grade(ft2) c.c. R= ft'
« 11.Duct
s� a R ft2. °
7. Windows(1579.0 sqft.) Description Area a.Sup:Living Kitchen Great Rm,Ret:Living Kitchen 6 145.93
a. U-Factor: Sgi,U=1.00 1579.00 ft2 b.Sup: Attic,Ret:Guest Music Rm,AH:Guest Mull•• 6 100
SHGC: SHGC=0.50 - c.Sup:Attic,Ret:2nd Floor,AH#2nd Floor 0000 6 106 0 0 0 0 0
b. U-Factor: N/A ft2 12.Cooling systems '••0 : kBtu/hr. Etflciency •'
a.Central Unit 0 0 0.0 0 54100 04M:19.000.0.:0
SHGC: b.Central Unit • 23.6 SEER:19.50
C. U-Factor: N/A ft2 c.Central Unit "00 00 47.0 51=ER:20.00C '
0000•
SHGC: 13.Heating systems 009000
'•000 kBtu/D6.0 Nficiency' •
d. U-Factor: N/A ft2 a.Electric Strip Heat •••• 52.7 COP:1.00-••
SHGC: b.Electric Strip Heat •••••• 16.4 0 COP:1.000 0:0 0'
Area Weighted Average Overhang Depth: 3.424 ft. c.Electric Strip Heat 00 00 sz.z•CpP:1.000.....
Area Weighted Average SHGC: 0.500
14.Hot water systems 000000
0 0 0
8. Floor Types (5189.0 sqft.) Insulation Area a. Electric • ,Cap:$0 gallon:•.. 0
••••£+:0.860
a.Slab-On-Grade Edge Insulation R=0.0 2909.00 ft2 b. Conservation features
b.Floor Over Other Space R=0.0 2280.00 ft2 None 00 ' •' 0 0*
c.N/A R= } ft2 15.Credits " 0 Pstat
Glass/Floor Area: 0.304 Total Proposed Modified Loads: 100.93 PASS
,�\`%Wl$Vj@;lard Reference Loads: 137.31
W.
I hereby certify that the plans. det iffions�b�ovQ Review of the plans and 00�liE ST,f�F
this calculation are in complr�altceiWith f eo Flgriidj�nerc y specifications covered by this
Code. 4 iv ovu calculation indicates compliance
Z_:_�
- with the Florida Energy Code. h +r,,,,„ _.';•;;., „�O
k PREPARED BY: N = Before construction is completed
DATE: °� this building will be inspected for
✓ ��'•��ORIDP'�G���� compliance with Section 553.908 x °
I hereby certify that this building°° 1Vo nce
Florida Statutes.
with the Florida Energy Code. 1COD wE' �
OWNER/AGENT: I f BUILDING OFFICIAL:
DATE: DATE:
Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist `
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PROJECT
Title: ; Litzenberg Residence Bedrooms: 4 Address Type: Street Address
Building Type: User Conditioned Area: 5189 Lot# i
Owner: Mr.Litzenberg Total Stories: 2 Block/SubDivision:
i4of Units: 1 Worst Case: No PlatBook:
Builder Name:' Rotate Angle: 0 Street: 1420 N.E.103th Street
Permit Office: MIAMI SHORES Cross Ventilation: County: Miami-Dade
Jurisdiction: 232600 Whole House.Fan: City,State,Zip: MIAMI SHORES,
Family Type: Single-family FL, 33138-
New/Existing: New(From Plans)
Comment:
CLIMATE
IECC Design Temp Int Design Temp Heating Design Daily Temp
Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range
FL,Miami FL_MIAMI_INTL_AP 1 51 90 70 75 149.5 56 Low
BLOCKS
Number Name Area Volume
1 i AHU-1 1968 24600 • • • �
• •
2 AHU-2 941 11762.5 ••i..• •• •• ••••••
•
3 AHU-3 2280 22800 •••••• • • i •
••••.•
SPACES *000
.....
Number Name Area Volume Kitchen Occupants Bedrooms InfjlPinished•..'Cdoled' •
•
1 Living Kitchen Grea 1968 24600 Yes 6 0 1 : �:*ties Yes Ye%.
2 Guest Music Rm 941 11762.5 No 2 1 1 . .Yes -..•.• fps . Yes .
3 2nd Floor 2280 22800 No 4 3 1 " fes .• ;fes • Yes •
FLOORS
# Floor Type Space, Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
1 Slab-On-Grade Edge Insulatio Living Kitchen Gr 199 ft 0 1968 ft2 ____ 0 0 1
2 Slab-On-Grade Edge Insulatio Guest Music Rm 108 ft 0 941 ft2 ____ 0 0 1
3 Floor Over Other Space 2nd Floor ____ —__ 2280 ft2 0 0 0 1
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ROOF
Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
# Type Materials Area Area Color Absor. Tested Tested Insul. (deg)
1 Gable or shed Composition shingles 3253 ft2 728 ft2 Medium 0.96 No 0.9 No 0 26.6
_ ATTIC
v # Type Ventilation Vent Ratio(1 in) Area RBS IRCC
1 Full attic Vented 300 2909 ft2 N N
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CEILING
Ceiling Type Space R-Value Area Framing Frac Truss Type
I'. 1 Under Attic(Vented) Guest Music Rm 30 629 ft2 `0.11 Wood
2 Under Attic(Vented) 2nd Floor 30 2280 ft2 0.11 +` Wood
f; WALLS rt
a
T r Adjacent Space Cavity Width Height Sheathing Framing Solar Belo w
9 Ornt- To Wall TypeI R-\Ia!-le Ft In Ft In Area R-NIM-le Fraction Ahsor ('rade%
1 SW Exterior Concrete Block-Int Insliving Kitchen 4.1 49.08 0 12.5 0 , 613.5 ft2 5 0 0.3 0
2 SE Exterior Concrete Block-Int Insliving Kitchen 4.1 23 0 12.5 0 287.5 ft2 5 0 0.3 0
- 3 NE Exterior Concrete Block-Int Insliving Kitchen 4.1 27.5 0 12.5 0 343.8 ft2 4.1 0 0.3 0
-4 SE Exterior Concrete Block-Int Insliving Kitchen 4.1 38.33 0 12.5 0 479.1 ft2 5 0 0.3 0
_ 5 NW Exterior Concrete Block-Int Insliving Kitchen 4.1 30 0 12.5 0 375.0 ft2 5 0 0.3 0
3
6 N Guest Mu Interior Block Living Kitchen 4.1 31.08 0 12.5 0- 388.5 ft2 0 0 0.3 0
f- 7 SE Exterior Concrete Block-Int InsGuest Music 4.1 22 0 12.5 0 275.0 ft2 5 0 0.3 0
8. NE Exterior Concrete Block-Int InsGuest Music '4.1 43 0 12.5 0 537.5 ft2 5 0 0.3 0
i- 9 NW Exterior Concrete Block-Int InsGuest Music 4.1 22 0 12.5 0 275.0 ft2 5 0 0.3 0
f 10 SW Exterior Concrete Block-Int Insliuest Music 4.1 21 0 12.5 0 262.5 ft2 5 0•••• 0.3 0
11 NW Exterior Concrete Block-Int Insul2nd Floor 4.1 83.08 0 10 0 830.8 ft2 : •b'• 0"•' 0.3 ""Q•
12 SW Exterior Concrete Block-Int Insul2nd Floor 4.1 41.5 0 10 0 415.0 ft25 0 • •0.3 0I
•:..••
.00 •• ••••0•
13 SE Exterior Concrete Block-Int Insul2nd Floor 4.1 83.08 0 10 0 830.8 ft2 ••::5i• 61 . 0.3 0
000 •
-14 NE' Exterior Concrete Block-Int Insul2nd Floor- 4.1 41.5 0 10 0 415.0 ft2 ••••J• ...:•0.3 • 000•
•00•
:.DOORS •••••• •••• 00000
# Ornt Door Type Space Storms U-Value Wad"•• Height Area •
Ft• •I Ft In •
1 NW Insulated Living Kitchen None .29 3 • 0 8:••*•• 24 ft2 0
2 SE Insulated 2nd Floor Metal .29 4 " ' 8•• ;•; 32 ft2 •
•• •
WINDOWS
Orientation shown is the entered,Proposed orientation.
/ Wall Overhang
v # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening
1 SW 1 TIM Single(Clear) Yes 1 0.5 9.0 ft2 0 ft 0 in 0 ft 0 in None None
2 SW 1 TIM Single(Clear) Yes 1 0.5 60.0 ft2 0 ft 0 in 0 ft 0 in ' None None
3 SE 2 TIM Single(Clear) Yes 1 0.5 75.0 ft2 0 ft 0 in 0 ft 0 in, None None
4 NE 3 TIM Single(Clear) Yes 1 0.5 96.0 ft2 4 ft 0 in 1 ft 0 in None None
5 NE 3 TIM' Single(Clear) Yes 1 0.5 84.0 ft2 4 ft 0 in 1 ft 0 in None None
6, SE 4 TIM Single(Clear) Yes 1 0.5 52.0 ft2 5 ft 0 in 1 ft 0 in None None
7 SE 4 TIM Single(Clear) Yes 1 0.5 144.0 ft2 5 ft 0 in 1 ft 0 in None None
8 NW 5 TIM Single(Clear) Yes 1 0.5 144.0 ft2 0 ft 0 in 0 ft 0 in None None
9 SE 7 TIM Single(Clear) Yes 1 0.5 105.0 ft2 5 ft 0 in 0 ft 0 in None None
10 NE 8 TIM Single(Clear) Yes 1 0.5 28.042 5 ft 0 in 1 ft 0 in None None
11 NW 9 TIM Single(Clear) Yes 1 0.5 51.0 ft2 4 ft 0 in 1 ft 0'in None None
12 SW 10 TIM Single(Clear) Yes 1 0.5 72.0 ft2 4 ft 0 in 1 ff 0 in None None
13 NW 11 TIM 'Single(Clear) Yes 1 0.5 14.0 ft2 2 ft 0 in 1 ft 0 in None None
14 NW 11 TIM Single(Clear) Yes 1 0.5 56.0 ft2 2 ft 0 in 1 ft 0 in None None
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} WINDOWS
Orientation shown is the entered,Proposed orientation.
Wall Overhang 4
V # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening
15 NW 111 TIM Single(Clear) Yes 1 0.5 40.Oft2 2 ft 0 in 1 ft 0 in None None
16 NW 11 TIM Single(Clear) Yes 1 0.5 92.0 ft2 2 ft 0 in 1 ft 0 in None None
17 NW 11 TIM Single(Clear) Yes 1 0.5 15.0 ft2 2 ft 0 in 1 ft 0 in None None
18 SW 12 TIM Single(Clear) Yes 1 0.5 8.0 ft2 2 ft 0 in 1 ft 0 in None None
19 SW 12 TIM Single(Clear) Yes 1 0.5 24.0 ft2 2 ft 0 in 1 ft 0 in None None
20 SE 13 TIM Single(Clear) Yes 1 0.5 89.0 ft2 2 ft 0 in 1 ft 0 in None None
21 SE 13 TIM Single(Clear) Yes 1 0.5 52.0 ft2 6 ft 0 in 1 ft 0 in None None
22 SE 13 TIM Single(Clear) Yes 1 0.5 186.0 ft2 6 ft 0 in 1 ft 0 in None None
23 SE 13 TIM Single(Clear) Yes 1 0.5 50.0 ft2 6 ft 0 in 1 ft 0 in None None
24 SE 13 TIM Single(Clear) Yes 1 0.5 20.0 ft2 6 ft 0 in 1 ft 0 in None None
25 NE 14 TIM Single(Clear) Yes 1 0.5 13.0 ft2 2 ft 0 in 1 ft 0 in None None
GARAGE
# Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation
1 660 ft2 0ft2 64 ft 8 f 1.0*000 940000
INFILTRATION ...... •
.. .. .....
# Scope Method SLA CFM 50 ELA Eq LA ACH • ACH 50 :•••:.
•••• • 4040•••
1 Wholehouse Best Guess .0005 6805.4 373.61 702.63 .4247 ••:• 9018" ••9• •••••
HEATING SYSTEM •••••• •
# System Type Subtype Efficiency Capacity • • { .
'gloc*k Ducts •
1 Electric Strip Heat None COP:1 32.7 kBtu/hr " ' �' ;'; sys#1 •
2 Electric Strip Heat None COP: 1 16.38 kBtu/hr 2 sys#2
3 Electric Strip Heat None COP: 1 32.7 kBtu/hr 3 sys#3
COOLING SYSTEM
# System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit None SEER: 19 54 kBtu/hr 1620 cfm 0.75. 1 sys#1
2 Central Unit Split SEER: 19.5 23.6 kBtu/hr 708 cfm 0.75 2 sys#2
3 Central Unit Split SEER:20 47 kBtu/hr 1410 cfm 0.75 3 sys#3
4
HOT WATER SYSTEM
# System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Garage 0.86 80 gal 70 gal 120 deg None
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F
SOLAR HOT WATER SYSTEM
F�SEC �" Collector Storage
Cert # Company Name System Model# Collector Model# Area Volume FEF
None None ftz
DUCTS
----supply---- ----Return---- Air CFM 25 CFM25 HVAC#
V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool
1 Living Kitchen 6 145.93 Living Kitchen 56.48 ft Default Leakage Living Kitch (Default),(Default) 1 1
2 Attic 6 100 ft' Guest Music 30 ft' Default Leakage Guest Musi (Default) (Default) 2 2
3 Attic 6 100 ft' 2nd Floor 30 ft' Default Leakage 2nd Floor (Default) (Default) 3 3
TEMPERATURES
Programable Thermostat:Y Ceiling Fans:
ti
Coolin r[ ]Jan [[ ]]Feb Mar Apr Ma rj Jun rl
Jul rl
Au rl
Se Oct v Dec NoHeating (X]Jan [X]Feb M Mar Apr May Jun Jul AuSep IXi Oct Nov Dec
Oct Xi Nov Dec
Venting [[ ]Jan [[ ]]Feb X Mar Jun Jul Aug Sep.
Thermostat Schedule: HERS 2006 Reference Hours •••
Schedule Type 1 2 3 4 5 6 7 8 . 9 0 10 '•••�t 0000•
Cooling(WD) AM 78 78 89 80
PM 80 80 78, 78 78 78 78 78 78 78 78 78 78 • 8•T8#•• 78:•••• W6 0i8.•0•
Cooling(WEH) AM 78 78 78 78 78 78 78 78 •`A:•• 78 078
PM 78 78 78 78 •78 78 78 78 ••78••• 78 i•••ii R8%••0
Heating(WD) PM 68 68 68 68 68 68 68 68 •GW*•• 68 M 66 66 66 66 66 68 68 68 68 ••••86 •r4••
Heating(WEH) AM 66 66 66 66 66 68 68 68 •-180• 68 0--* 6E •@&•0-
PM 68 68 68 68 68 68 68 68 •e6L%•• 68 66 66
A 0 • •000••• •0.0••
0
• • • •0000•
• • •
z
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FO y M 405-10
Florida Code Compliance Checklist
Florida Department of Business and Professional Regulations
Residential Whole Building Performance Method
ADDRESS: 1420 N. E. 103th Street PERMIT#:
MIAMI SHORES, FL, 33138-
MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details.
COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK
Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed.
Recessed lighting IC-rated as meeting ASTM E 283. Windows and
doors= 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces:
gasketed doors& outdoor combustion air. Must complete envelope
leakage report or visually verify Table 402.4.2.
Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and
controls cooling system. Where forced-air furnace is primary system, !!.
programmable thermostat is required.,Heat pumps with supplemental!!! • ... !!
' electric heat must prevent supplemental heat when compressor can•• • F
meet the load. •••••• •• • ••• ••
Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities wpIrAform the ••• ••
primary air containment passageways'for air distributiortgxgtVrns shalt•• • ,•• ,•
be considered ducts or plenum chambers, shall be con%UWsgo and ,!, ,•; ••
sealed in accordance with Section 503.2.7.2 of this code***** '..• ✓!!. !.
•
403.3.3 Building framing cavities shall not be used as supply duets.• ... :.
Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with dF ;i2n:ies in*. ;•• •;
Table 403.4.3.2. Provide switch or clearly marked circuit breaker ••,'
(electric)or shutoff(gas). Circulating system pipes insulated to= R-2
+ accessible manual OFF switch. u
Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical
ventilation ventilation systems shall not exceed the minimum ASHRAE 62,level. /
No make-up air.from attics, crawlspaces, garages or outdoors adjacent I/
to pools or spas.
Swimming Pools 403.9 Pool pumps and'pool pump motors with a total horsepower(HP)of= 1
& Spas HP shall have the capability of operating at two or more speeds.F Spas
and heated pools must have vapor-retardant covers or a liquid cover or
other means proven to reduce heat loss except if 70% of heat from
site-recovered energy. Off/timer switch required. Gas heaters minimum
thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters
minimum COP=4.0:
Cooling/heating 403.6 Sizing calculation performed &attached. Minimum efficiencies per /
Tables 503.2.3. Equipment efficiency verification required. Special 1/
equipment occasion cooling or heating capacity requires separate system or
variable capacity system: Electric heat>10kW must be divided into two
or more stages.
Ceilings/knee walls 405.2.1 R-19 space permitting.,
1
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� 5
ENERGY PERFORMANCE LEVEL (EPL)
-DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 74
r The lower the EnergyPerformance Index, the more efficient the home.
i
1420 N. E. 103th Street, MIAMI SHORES, FL, 33138-
I.
31381. New construction or existing New(From Plans) 9. Wall Types Insulation Area
2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=4.1 5940.50 ft2
b.Interior Block, Interior R=4.1 388.50 ft2
3. Number of units,if multiple family 1 c.N/A R= ft2
4. Number of Bedrooms 4 d.N/A R= ft2
5. Is this a worst case? No 10..Ceiling Types Insulation Area
a.Under Attic(Vented) R=30.0 2909.00 ft2
6. Conditioned floor area(ft2) 5189 b.N/A R= .•.. ft2
c.N/A • • R= �••••• ft2.•.•.•
7. Windows- Description Area • • . ft2 •
a. U-Factor: Sgl,U=1.00 1579.00 ft' 11.Ducts .. • •
a.Sup:Living Kitchen Great Rm,Ret:Living Kitchen 46 *•145.93 •
SHGC: SHGC=0.50 b.Sup: Attic,Ret:Guest Music 12rt,,0V:'Guest MJs1 't 100600000
b. U-Factor: N/A ft2 c.Sup:Attic,Ret:2nd Floor,AH:2h8 flbUr • 6 1000....
SHGC: + 12.Cooling systems 0••••• kBtu/hrEfficiency • •
i- c. 0-Factor: N/A ft2 4• a.Central Unit 0000 54.b*WA:19.00.••..
b.Central Unit ..•... 23.6•�;��R:19.50•
d. U Factor: N/A ft2 •• •• • •••
SHGC: c.Central Unit • • 47.0 SE R:20.00
•••••
13.Heating systems kBtu/hr•• •Efficiency •
SHGC: a.Electric Strip Heat : •:�; 32.7*COP:1.00 •
Area Weighted Average Overhang Depth: 3.424 ft. b.Electric Strip Heat • • 44 QQP:1.00••••••
Area Weighted Average SHGC: 0.500 c.Electric Strip Heat • • D.7•�OP:1.00. .
14.Hot water systems •. : • . • : • �;
8. Floor Types Insulation Area Cap:agallons
a.Slab-On-Grade Edge Insulation R=0.0 2909.00 ft2 a.Electric " tF:0.86
b.Floor Over Other Space R=0.0 2280.00 ft2
c.N/A R= ft2 b. Conservation features ,
None
15.Credits Pstat
a
I certify that this home has complied with the Florida Energy Efficiency Code for Building O�-THE STgT�
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature: Date: T a
Address of New Home: City/FL Zip:
COD WE fav
*Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage(EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321)
638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For
information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's
support staff.
*'Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software
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Building Input Summary Report
PROJECT
Title: Litzenberg Residence Bedrooms: 4 Address Type: Street Address
Building Type: User Bathrooms: 0 Lot# i
Owner: Mr.Litzenberg Conditioned Area: 5189 sq.ft. Block/SubDivision:
#of Units: 1 Total Stories: 2 PlatBook:
~ Builder Name: Worst Case: No Street: 1420 N.E. 103th Street
Permit Office: MIAMI SHORES Rotate Angle: 0 County: Miami-Dade
Jurisdiction: 232600 Cross Ventilation: City,State,Zip: MIAMI SHORES,
Family Type: Single-family Whole House Fan: FL°, 33138-
New/Existing: New(From Plans) Terrain: Suburban
Year Construct: Shielding: Suburban
Comment:
CLIMATE
Design Design Temp Int Design Temp Heating Deign• Daily Temp
Location Tmy Site 97.5% 2.5% Winter Summer Degree Days Moistore• Range•••
ow
46.e
•
FL,Miami FL MIAMI INTL AP 51 90 70 75 9 6.• • Low •
UTILITY RATES ••••••
Fuel Unit Utility Name' Monthly FixeTJ bSt • ;/Unit •••••
Electricity kWh EnergyGauge Default 000•.. ' �'O.Q826 •• •
Natural Gas Therm EnergyGauge Default 0.•*••• 00.682 •
Fuel Oil Gallon EnergyGauge Default 0; ' ; • •1.1 ••
Propane Gallon EnergyGauge Default 0• ••••f.4 •
SURROUNDINGS •• •••
Shade Trees Adjacent Buildings
Oint 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 0ft Oft 0ft 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 r
1 AHU-1 1968 24600
2 AHU-2 941 11762.5
3 AHU-3 2280 22800 `
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated
1 Living Kitchen Great 1968 r 24600 Yes 6 0 Yes Yes Yes
2 Guest Music Rm 941 11762.5 No 2 1 Yes Yes Yes
3 2nd Floor 2280 22800 No 4 3 Yes Yes Yes
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Building Input Summary Report
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' FLOORS
t
# Floor Type Space Perimeter Perimeter'R-Value Area Joist R-Value Tile Wood Carpet
1 Slab-On-Grade Edge Insulation Living Kitchen Gr 199 ft 0 1968 ft2 0 0 1
2 Slab-On-Grade Edge Insulation Guest Music Rm 108 ft 0 941 ft2 ___ 0 0 1
3 Floor Over Other Space 2nd Floor 2280 ft2 0 0 0 1
r
ROOF `
Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
# Type Materials Area Area Color Absor. Tested Tested` Insul. (deg)
1 Gable or shed Composition shingles 3253 ft2 728 ft2 Medium 0.96 No 0.9 No 0 26.6
ATTIC
9999 9999..
# Type Ventilation Vent Ratio(1 in) Area RBS •• IRQC • •
9.99.9
1 Full attic Vented 300 2909 ft2 N
CEILING •••• 0 0 99990
••
9900..
# Ceiling Type Space R-Value Area FramingFiaciion ...Truss Type.;..'
1 Under Attic p Guest Music Rm 30 629 ft2 '0.11• •• •Wood ••••••
2 Under Attic() 2nd Floor 30 2280 ft2 0 1.*,• • •• Wood ••• •
WALLS ••••••
Wall orientation below is as entered. Actual orientation is modified by rotate angle shown in"Pro'ecti section abpve. ;•; ' •
AdlWidth Height Sheathing Framing Solar. Below
# 'Ornt To Wall Type Space R-Value Ft In Ft In Area R-Value Fraction Absor. Grade%
1 SW Exterior Concrete Block-Int InsulLiving Kitchen 4.1 49.08 0 12.5 0 613.5 ft2 5 0 0.3 0
2 SE Exterior Concrete Block-Int InsulLiving Kitchen 4.1 23 0 12.5 0 287.5 ft2 5 0 0.3 0
3 NE Exterior Concrete Block-Int InsulLiving Kitchen 4.1 27.5 0 12.5 0 343.8 ft2 4.1 0 0.3 0
4 SE Exterior Concrete Block-Int InsulLiving Kitchen 4.1 38.33 0 12.5 0 479.1 ft2 5 0 0.3 0
5 NW Exterior Concrete Block-Int InsulLiving Kitchen 4.1 30 0 12:5 0 375.0 ft2 5 0 0.3 0
6 N Guest Mu Interior Block Living Kitchen 4.1 31.08 0 12.5 0 388.5 ft2 0 0 0.3 0
7 SE Exterior Concrete Block-,Int InsulGuest Music R 4.1 22 0 12.5 0 275.0 ft2 5 '0 0.3 0
8 NE Exterior Concrete Block-Int InsulGuest Music R 4.1 43 0 12.5 0 537.5 ft2 5 [0 0.3 0
9 NW. Exterior Concrete Block-Int InsulGuest Music R 4.1 22 0 12.5. 0 275.0 ft2 5 0 0.3 0
10 SW Exterior Concrete Block-Int InsulGuest Music R 4.1 21 0 12.5 0 262.5 ft2 5 0 0.3 0
11 NW Exterior Concrete Block-Int Insul 2nd Floor 4.1 83.08 0 10 0 830.8 ft2 5 0 0.3 0
12 SW Exterior Concrete Block-Int Insul 2nd Floor 4.1 41.5 0 10 0 415.0 ft2 5 0 0.3 0
13 SE Exterior Concrete Block-Int Insul 2nd Floor 4.1 83.08 0 10 0 830.8 ft2 5 }0 0.3 0
14 NE Exterior Concrete Block-Int Insul 2nd Floor 4.1 41.5 0 10 0 415.0 ft2 5 0 0.3 0
DOORS
Width Height
# Ornt Door Type Space Storms U-Value Ft In Ft, In Area
1 NW Insulated Living Kitchen None .29 3 8 24 ft2
2 SE Insulated 2nd Floor Metal .29 4 8 32 ft2
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Building Input Summary Report
WINDOWS
Wall Overhang
# Ornt ID Frame Panes NFRC U-Factor SHGC Storm Area Depth Separation Interior Shade Screening
1 SW 1 TIM Single(Clear) Yes 1 0.5 N 9.0 ft2 0 ft 0 in 0 ft 0 in None None
2 SW 1 TIM Single(Clear) Yes 1 0.5 N 60.0 ft2 0 ft 0 in 0 ft 0 in None None
3 SE 2 TIM Single(Clear) Yes 1 0.5 N 75.0 ft2 0 ft 0 in 0 ft 0 in None None
4 NE 3 TIM Single(Clear) Yes 1 0.5 N 96.0 ft2 4 ft 0 in 1 ft 0 in None None
5 NE 3 TIM Single(Clear) Yes 1 0.5 N 84.0 ft2 4 ft 0 in 1 ft 0 in None None
6 SE 4 TIM Single(Clear) Yes 1 0.5 N 52.0 ft2 5 ft 0 in 1 ft 0 in None None
7 SE 4 TIM Single(Clear) Yes 1 0.5 N 144.0 ft2 5 ft 0 in 1 ft 0 in None None
8 NW 5 TIM Single(Clear) Yes 1 0.5 N 144.0 ft2 0 ft 0 in 0 ft 0 in None None
9 SE 7 TIM Single(Clear) Yes 1 0.5 N 105.0 ft2 5 ft 0 in 0 ft 0 in None None
10 NE 8 TIM Single(Clear) Yes 1 0.5 N 28.0 ft2 5 ft 0 in 1 ft 0 in Nonee••• None
11 NW 9 TIM Single(Clear) Yes 1 0.5 N 51.0 ft2 4 ft 0 in 1 ftQin .•. None"'• NQii2'•;•
12 SW 10 TIM Single(Clear) Yes 1 0.5 N 72.0 ft2 4 ft 0 in 1 ft 4oNorte • • None •
•••• 00 00 00000.
13 NW 11 TIM Single(Clear) Yes 1 0.5 N 14.0 ft2 2 ft 0 in 1 ft 0 in.:.. None . Npne .
0000..
14 NW 11 TIM Single(Clear) Yes 1 0.5 N 56.0 ft2 2 ft 0 in 1 ft Q Ih•.•• Nor:e..0 Nene •
15 NW 11 TIM Single(Clear) Yes 1 0.5 N 40.0 ft2 2 ft 0 in 1 ft 0 in None None` *.
000000 .00• 00000
16 NW 11 TIM Single(Clear) Yes 1 0.5 N 92.0 ft2 2 ft 0 in 1 ft Q e o,• Norte,•0 ; NQrle•...
17 NW 11 'TIM Single(Clear) Yes 1 0.5 N 15.0 ft2 2 ft 0 in 1 ft Q":• None • None •
18 SW 12 TIM Single(Clear) Yes 1 0.5 N 8.0 ft2 2 ft 0 in 1 ft a in 0 NoaQ.0 NBrte"0•
• 0 .
19 SW 12 TIM Single(Clear) Yes 1 0.5 N 24.0 ft2 2 ft 0 in 1 ft 01r.• • None N;po••.
•
00
. .
20 SE 13 TIM Single(Clear) Yes 1 0.5 N 89.0 ft2 2 ft 0 in 1 ft 0 in Nona.• ; None
21 SE 13 TIM Single(Clear) Yes 1 0.5 N 52.0 ft2 6 ft 0 in 1 ft 0 in No None
22 SE 13 TIM Single(Clear) Yes 1 0.5 N 186.0 ft2 6 ft 0 in 1 ft 0 in None None
23 SE 13 TIM Single(Clear) Yes 1 0.5 N 50.0 ft2 6 ft 0 in 1 ft 0 in None None
24 SE 13 TIM Single(Clear) Yes 1 0.5 N 20.0 ft2 6 ft 0 in 1 ft 0 in None None
25 NE 14 TIM Single(Clear) Yes 1 0.5 N 13.0 ft2 2 ft 0 in 1 ft 0 in None None
INFILTRATION
# Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 Space(s)
1 Wholehouse Best Guess .0005 .6805.4 373.61 702.63 .4247 6.9018 All
GARAGE
# Floor Area Roof Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation
1 660 ft2 0 ft2 64 ft 8 ft invalid
MASS I
Mass Type Area Thickness Furniture Fraction Space
No Added Mass 0 ft2 Oft 0.3 Living Kitchen Great
No Added Mass 0 ft2 Oft 0.3 Guest Music Rm
No Added Mass 0 ft2 Oft 0.3 2nd Floor
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• HEATING SYSTEM
# System Type Subtype Efficiency Capacity -------Geothermal HeatPump-------- Ducts Block
Entry . Power Volt. Curr
1 Electric Strip Heat None COP:1 32.7 kBtu/hr 0 0 f 0 sys#1 1
Y 2 Electric Strip Heat None COP:1 16.38 kBtu/hr 0 0 0 sys#2 2
3 Electric Strip Heat None COP:1 32.7 kBtu/hr 0 0 0 s s#3 3
COOLING SYSTEM
# System,Type Subtype Efficiency Capacity Air Flow SHR Ducts Block
1 Central Unit None SEER:19 54 kBtu/hr 1620 cfm 0.75 sys#1 1 F
2 Central Unit Split SEER:19.5 23.6 kBtu/hr 708 cfm 0.75 sys#2 2
3 Central Unit Split- SEER:20 47 kBtu/hr 1410 cfm 0.75 s43 3
HOT WATER SYSTEM ••••
• 000 , ..
# System Type SubType Location EF Cap Use S4nt • • (!r e-dits 0000
1 Electric . None Garage 0.86 80 gal 70 gal 120 d ••. • N e •
SOLAR HOT WATER ••••0 0 0 • •
0000..
000..
'Collector Surface Absorp. Trans Tank Tank ••Tewk H!at0PV 0 j%xv
Collector Type Tilt Azimuth Area Loss Coef. Prod. Corr. Volume U-Value •6ar#Area Exch 4W*,P mped•Wo*w9y'.
DUCTS 0 0 00000.
DUCT ---------Supply--------- ----------Return--------- Air CFM 2!? rPM:5 0 0.0 VX-0 F
# Location R-Value Area Location Area Number Leakage Type Handler TOT OUT Q%•RLE Heat Cool
1 Living Kitchen 6 145.93 f3ving Kitche66.48 W Default Leakage Living Kitch (Default) (Default) 1 1
2 Attic 6 100 ft2.Guest Music 30 ftz Default Leakage Guest Musi (Default) (Default) 2 2
3 Attic 6 Y 100 ft2 2nd Floor 30 ftZ Default Leakage 2nd Floor Default Default 3 3
TEMPERATURES
Programable Thermostat:Y Ceiling Fans: N
CoolingJan [r�]Feb [[ ]]Mar Apr Ma _ X Jun rl Jul rj
Au rjLSep
Se Oct j]Nov [�Dec
HeatinJan l l Feb [X]Mar Apr s May Jun Jul Aug Sep Qct k HX NNov Dec
ov l°�1 Dec
Venting Jan j Feb [[X]]Mar 11 Jun Jul Aug lel
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
I 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
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- Building Input Summary Report
APPLIANCES &LIGHTING
_ Appliance Schedule: HERS 2006 Reference. Hours
Schedule Type 1 2 3 4 5 `* 6 7 8 9 10 11 12
Ceiling Fans(Summer) AM 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33
%Released: 100 PM 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65
F
Annual Use: 0 kWh/Yr Peak Value: 0 Watts
Clothes Washer AM 0.105 0.081 0.047 0.047 0.081 0.128 0.256 0.57 0.849 1. 0.977 0.872
%Released: 60 PM 0.779 0.698 0.605 0.57 0.581 0.57 0.57 0.57 0.57 0.488 0.43 0.198
Annual Use: 0 kWh/Yr Peak Value: 0 Watts
Dishwasher AM 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443
%Released: 60 PM 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281
Annual Use: 0 kWh/Yr Peak Value: 0 Watts ,.
Dryer AM 0.2 0.1- 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1
%Released: 10 PM 0.875 0.85 0.8 - 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375
Annual Use: 0 kWh/Yr Peak Value: 0 Watts 000000
Lighting AM 0.16 0.15 0.16 0.18 0.23 0.45 0.4 0.26 •P 9 0.16 0.12 0.?1 •
%Released: 90 PM 0.16 0.17 0.25 0.27 0.34 0.55 0.55 0.88 1 0.86 •0,l1 0.28r•
Annual Use: 4980 kWh/Yr Peak Value: 1626 Watts
Miscellaneous AM 0.48 0.47 0.47 ' 0.47 0.47 0.47 0.64 0.71 A-fy7- 0.61 9.55 'x().93'•
%Released: 90 PM 0.52 0.5 0.5 0.5 0.59 0.73 0.79 0.99 '.�1,�' 0.94•--0017 0.15
Annual Use: 9123 kWh/Yr Peak Value: 1673 Watts • •
•••••• •••• • •• ••
Pool Pump AM 0 0 0 0 0 0 0 0 ••090� 1 *••* 2 ••1,•••
%Released: 0 PM 1 1 1 1 0 0 0 0 *0000 0 • 0 0-'
Annual Use: 0 kWh/Yr Peak Value: 0 Watts : 0 : • • •--*;*
,Range AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 ;0.3j3 0.34'3 0.343 -0.4 -
%Released: 100 PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 0286- 0.229- :@.:71 -0.114 •
Annual Use: 0 kWhNr Peak Value: 0 Watts •• •
Refrigeration AM 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 0.8 0.8 0.8 0.8
%Released: 100 PM 0.88 0.85 0.85 0.83 0.88 0.95 1 0.98 0.95 0.93 0.9 0.85
Annual Use: 0 kWh/Yr Peak Value: 0 Watts
Well Pump AM 0.05 0.05 0.05 0.05 0.05 0.05 0.1 0.1 0.1 0.1 0.1 0.1
%Released: 0 PM 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1
Annual Use: 0 kWh/Yr Peak Value: 0 Watts
CLOTHES WASHERS
ID Type Screen Location Capacity Make Model Schedut le LoadsPerYr
1 1 Main Default New Main 2.847 HERS201 (invalid)
CLOTHES DRYERS
ID Type Screen Location " Capacity Fuel Type Make Model Schedule LoadsPerYr
1 Dryers Default New Main, Electricity
DISHWASHERS
ID Type Screen Location Capacity Vintage Make Model Schedule kWhPerYr
1 Dishwash Default New Main 12 2004 or N HERS201 372
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3/4/2015 9:56 AM EnergyGauge®/USRFSB v3.1- Page 5 of 6
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3/4/2015 9:56 AM EnergyGauge®/USRFSB v3.1 Page 6 of 6
SeptembOr 3,2,015
UNITED
Miami SHores Village Engineering, Inc.
Building Department
' 10050 N.E.2nd Avenue
Miami Shores, FL 33138
Attention: Mehdi Ashraf, PE
Structural Reviewer
Reference: Litzenberg Residence
Permit No.:RC 15-562
UNITED Project No.: 1801-21
Mr.Ashraf:
Below are our responses to your review comments,dated August 8,2015 for the above referenced project.Your
original comments and respective numbering are included.
1. Provide full structural sections thru the proposed interior concrete stairway,must include details of
stairway landing.
UNITED Response:Please refer to detail 10/54.0.
2. Provide full structural sections thru entry porch foundation features,as shown on the architectural plans.
I UNITED Response:Please refer to detail 9/54.0.
3i Provide two copies of special inspector form;fully executed for:
a) Pile foundations per section 1822.1.20(R4401.6.1.20)of FBC 2010 Code
I b) Reinforced masonry per section 2122.4(R4404.5.4)of FBC 2010 Code
C) Soil compaction per section 1820.3.1 (R4404.4.3.1)of FBC 2010 Code `
d) Prefab truss erection of trusses over 35ft long or over 6 foot high per section 2319-17-2-4
(R44.09.6.17.2.4.2)of FBC 2010 Code
UNITED Response:Please refer to attached forms.
4
If you have any questions,please do not hesitate to contact me.
t
Sincerely,
UNITED ENGINEERING, INC.
I Juan J. t,e ted,*SE, D AP •• ++• ..
i Principal/FS ''A S"t'at Director �� ,•; �• •�
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Enclosures l
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UNITED • • • 11 • :I • .• 1 -•- • • •
STUDIO OF MODERN ARCHITECTURE '
AR.MTECTURE
T iF TERlpft DESIGN
ff 11 Ar-
D I
Litzenberg Residence
1420 NE 103 Street
Miami Shores, FL 33138
Permit No. RC-3-15-562 Revision 01 27 April 2015
Comments on Sheet A2.01 and A2.11
1. Light needs to be IC rated
Please see Revision 1, Sections on Sheet A5.10 and A5.11, the Roof Details on Sheet
A7.02 and the Roof Insulation Note. Roof is to be insulated and the ceiling is not to be
insulated therefore the recessed lighting is not required to be IC rated.
' Building Comments
2. Not Used
3. Termite, rodent control and vapor barrier are required and should comply with the
requirements of the 2010 FBC-Residential on Sheet A1.00.
Please see Revision 1, General Data Termite and Rodent Control Note and Vapor
Retarder Note on Sheet A1.00.
4. Detail A, B, and C, on Sheet A1.01 R311.7.4.1 Riser Height. The maximum riser height shall
be 7 W. The riser shall be measured vertically between leading edges of the adjacent
treads. The greatest riser height within any flight of stairs shall not exceed the smallest by
more than 3/8".
Please see Revision 1, Enlarged Site Plan'and Sections on Sheet A1.01 all risers at 7".
5. Headroom. The minimum headroom in all parts of the stairway shall not be less than 6 feet 8
1 inches measured vertically from the sloped line adjoining the tread nosing or from the floor
surface of the landing or platform on that portion of the stairway. Provide section through the
center of the stair and reflect the clear headroom.
Please see Revision 1, Stair Section 04 on Sheet A3.03 for clear headroom to be
minimum of 6-8". We call out for a notch in the ceiling to allow for headroom.
6. On detail 61.01 reflect the%"change of elevation at the front door.
Please see Revision 1, Stair Section C on Sheet A1.01.
7. Provide the dimensions of all rooms and hall ways, A2.00 and A2.10. '
Please see Revision 1, Ground Floor Plan on Sheet A2.00 and Second Floor Plan on
Sheet A2.10 for dimensions. Also, please see Dimension Note 4 on Sheet A2.00 and
A2.10, refer to enlarged plans for additional dimensions.
8. R312.3 Opening limitations A3.03. Required guards shall not have openings from the
walking surface to the required guard height which allow passage of a sphere 4 inches in
diameter. Exceptions: 1. The triangular openings at the open side of the stair, formed by the
riser, tread and bottom rail of a guard, shall not allow passage of a sphere 6 inches in
diameter. 2. Guards on the open sides of stairs shall not have openings which allow passage
of a sphere 4 3/8" in diameter. 00. : : .0.
Please see Revision 1, Stair SectionsandPS &bn.Spe&tA3.0 note to reject 8"sphere
typical at all treads and 1"max sepA&4fr®r»slain 0 viUa '..
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14
STUMO OF MODERN ARCHITECTURE
ARCHITECTURE
ST 'l " M INTERIOR DESIGN
Litzenberg Residence
1420 NE 103 Street
Miami Shores, FL 33138
Permit No. RC-3-15-562 Revision 01 27 April 2015
9. R4409.7.1 Fire stopping shall be provided to cut off all concealed draft spaces both vertical
and horizontal.
Please see Revision 11 Fire Stopping Details 02, 03 and 04 on Sheet A7.03. Also, see
Note 5 and 6 on the Wall Assembly Legend on Sheet A2.00 and A2.10.
10. R4411.4.5.1.1 Steel studs supporting wall hung plumbing fixtures shall be doubled or not
less than 20 gauge with a minimum effective moment of inertia equal to 0.864 inch^4.
Please see Revision 11 Note 4 on the Wall Assembly Legend on Sheet A2.00 and A2.10.
Also, see Revision 1 Enlarged Plans 01 on Sheet A3.00, A3.02, A3.10, A3.11, A3.12.
11. Suspended or furred ceilings should comply with section R4411.5 t
Please see Revision 1, the system used is the Chicago Metallic 640/660 suspended
drywall grid system or equal, see Typical Soffit Detail 01 on Sheet A2.01 and Suspended
Ceiling Detail 11 on Sheet A7.00.
12. Provide specification for the wood to concrete connection of the wood blocking on the
showers A3.12.
Please see Revision 11 Shower Curb Detail 02 on Sheet A3.12. We replaces wood with
steel stud.
13. Provide water proofing system for the exterior concrete deck and balcony, including deck to
wall flashing details.
Please see Revision 1, Balcony Transition Detail 08, 09, and 10 on Sheet A7.06.
14. Safeguards: The glazing in sliding and swinging doors and in shower to tub enclosures,
including any glazing within 60 inches of the finished floor surface in walls surrounding any
tub or shower enclosure, shall be safety glazing as set forth in Section R4410.2.3.1.3 for
Category II glazing products.
Please see Revision 1, Door Elevation L and Door Schedule on Sheet A6.00, doors to be
Category 11 glazing. All exterior windows are to be impact windows as per the Window
Schedule on Sheet A6.10 and are therefore higher then Category 11 glazing.
15. Provide a note on the plans requiring the contractor to provide shop drawings for the shoring
system as required by the OSHA under section 1926.703(b) (8) (1) I'
Please see Revision 1, Shop Drawings Schedule on Sheet A1.00.
16. Provide a note on the plans requiring the contractor to provide the Building Official with a
certified spot survey reflecting compliance with the approved setbacks. The survey,must be
provided by a State of Florida license surveyor prior to foundation inspection.
Please see Revision 1, Spot Survey Note on Sheet A1.00 Site Data.
17. Sheet S2.1, reflect the%" recess at the change of elevation depicted on the structural plan.
Please see Revision 1, Sheet S2.1.
18. Provide cross section at the floor and roof to wall connections. Provide details and
specifications for all components. •
Please see Revision 1, Fire Stopping Qetailk j2,,0j 0j•on'9 eet A7.03, Detail 01 on
Sheet A2.01, Wall Sections on Sheet 5.119 and 5.11. •• ••• ••
19.. Special inspector required for lining, soil, and trusses.
Please see Special Inspection form for c npacLV1 and rein4arced.masonry. Trusses are
less than 35'long and 6'tall so no sHial4specfion fe4uired:
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• STUDIO OF MODERN ARCHITECTURE
ARCMlTECTURE
T U � INTERFOR'e.�ESIGN
t
Litzenberg Residence
1420 NE 103 Street
Miami Shores, FL 33138
Permit No. RC-3-15-562 Revision 01 27 April 2015
Plumbing Comments
3. FBCR307.1 Provide fixture clearance I
Please see Revision 11 Enlarged Kitchen and Service Plan 01 on Sheet A3.00 and the
Enlarged Master Bedroom Plan 01 on Sheet A3.10 for fixture clearance.
t 4. FBCR2409.1 Provide detail for shower receptor stall
Please see Revision 1, Shower Curb Detail 02 on Sheet A3.12.
Mechanical Comments
20. Provide makeup for kitchen hood
Please see Revision 21 Ground Floor Mechanical Plan. E
Structure Comments
See Attached File
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May 20,2015 '
. UNITED
Miami Shores Village Engineering, Inc.
Building Department tf
10050 N.E.211 Avenue
Miami Shores,FL 33138
Attention: Mehdi Ashraf,PE
Structural Reviewer
Reference: Litzenberg Residence
Permit No.:RC15-562 ,
UNITED Project No.:1801-21
Mr.Ashraf:
Below are our responses to your review comments,dated March 26,2015 for the above referenced project.Your
original comments and respective numbering are included.
I 1. Provide Special Inspector Form.
UNITED Response:Please refer to the attached special inspector forms.
Soil report shall be signed and sealed.
. UNITED Response:Please refer to the attached soil report.
a
3. Top of slab shall be V above BFE per ASCE 24-05.
UNITED Response.Please note that slab has been raised to 10'NGVD.
4. Note versions of all codes per FBC-2010.
UNITED Response:Please refer to sheet S 1.1 for updated code versions.
5. Provide manual deflection check for 3x10 ridge beam for DL+LL.
UNITED Response:Please note that 3x10 ridge beam is supported at RT8-1 and by 3x10 rafters.Refer to
sheets S2.2&S3.0 for connections and to the supplemental structural calculations for the beam thrust
check.
k
6. Check straps for L1,L2&uplift in an interaction equation.
UNITED Response:Please refer to the supplemental calculations.
7. S2.2:Use of structural beams&tie beams need to be checked.Tie beams on top of masonry and structural
beams with no masonry.
UNITED Response:Please refer to sheets S2.2 and S2.3 for updated beams.
8. Provide continuous analysis of all beams except tie beams.Calculations of beams provided isnot
acceptable. 000 • • • • ••• •• 1
UNITED Response:Per our meeting,design is accepW6e;•; ; ; ; ;• ••
9. Beam B-6 is a long beam(approximately 23'span),simply supported.Same with RB-1.You have use 8x12
for RB-1 and 2#5 at bottom for B-6.Please check design,• ••• ••• {
UNITED Response:Please refer to sheet S3.0 for uadVted reirforcinaof q-6.;Plep�e refer to 7/S4.2 for RB-1
detail.UNITED Engineering, Inc. - 12595 SW 13711 Avenue,Suite 11 A- W"Jrnio,jft V3 18(")-WN.3,?7.5250 -•• •• •
. . .
E ,
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v Comment Response May 15,2015
Mr.Mehdi Ashraf,PE Page 2 of 2
10. Provide gable end detail.
UNITED Response:Please refer to 7/54.2 for a typical gable end detail.
11. Wherever concentrated load is being applied on the walls(like girder truss and beam),design the wall.
UNITED Response:Tie columns have been added at necessary locations.Please refer to sheet 52.2.
12. 52.2:Show support below beam 6-4. t
UNITED Response:Please refer to sheet 52.2 for support below beam'8-4.
13. Provide connection details and calculations for cantilevered trusses at rear(52.2). F
UNITED Response:Please refer to 8/54.2 and to pages 30-34 of the structural calculations for cantilever
truss detail and calculation.
14. 52.2:Labels of beams missing.
UNITED Response:Please refer to sheet 52.2 for updated beam labels.
15. Provide tie columns at corners.
UNITED Response:Per our meeting,tie-columns are not required at corners.
16. Show load calculations on all grade beams and design all of them per support conditions.
UNITED Response:Per our meeting,grade beam design is acceptable.
17. Calculate loads on all piles.
UNITED Response:Per our meeting,pile design is acceptable.
18. Why are you putting masonry,slab and grade beams?
UNITED Response:Masonry block has been added since there is a 4'-6"difference between the finish floor
elevation and the top of grade,masonry block has been added.
19. NOAs for doors and windows are provided.Either remove them and submit as shop drawings or include
NOA#and wind pressures in schedule.
UNITED Response:Noted.Comment has been forwarded to architect.
1
If you have any questions,please do not hesitate to contact me.
Sincerely,
UNITED ENGINEERING, INC.
JAJ. ue *SE, D AP
Principal/FSyEA S�at�e Director
f.
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Litzenberg Residence
HVAC Load Calculations
Y
for
Mr. Litzenberg
1420 N. E. 103th Street
Miami Shores, FI 33138
A
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RICSIDICHTLAL
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RIm9VAC 'HVAC LOADS ....
•• . • •.• •
.• •
® �• �SRT�//i Prepared By:
Jose M. Martinez P. E.
i
'^ No ' Jmm Consulting Engineers
10251 Sunset Drive, Suite 103
Miami, FI 33173
305-255-1621
Wednesday, February 25,2015
Rhvac is an ACCA approved Man i J and Manual D computer program.
Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D.
I
Ri hv�c-Residential 8 Light Commercial HVAC Loads Elite Software Development,Inc.
MM"Consulting;LLC Litzenberg Residence
Miami,FL 33173 Page 2
Pro'ect Re ort
General Project Information
Project Title: Litzenberg Residence
Project Date: Monday, February 23, 2015
Client Name: Mr. Litzenberg w "
Client Address: 1420 N. E. 103th Street r
Client City: Miami Shores, FI 33138,
Company Name: Jmm Consulting Engineers
Company Representative: Jose M. Martinez P. E.
Company Address: 10251 Sunset Drive, Suite 103
Company City: Miami, FI 33173
Company Phone: 305-255-1621 F
Company Fax: 305-271-0090
Company E-Mail Address: Jose.Martinez@jmmconsulting.net
Design Data
Reference City: Miami, Florida
Building Orientation: Front door faces North
Daily Temperature Range: Low
Latitude: 25 Degrees
Elevation: 7 ft.
Altitude Factor: 1.000
Outdoor Outdoor Outdoor Indoor Indoor Grains .sees.
Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Differe ce••. sees sees '
Winter: 47 44.1 ,n/a n/a 70 n1a ' '
Summer: 90 77 56% 50% 75 33.
Chedk Figures
Total Building Supply CFM: 4,325 CFM Per Square ft.: "•• 0.833
Square ft.of Room Area: 5,189 Square ft. Per Ton: 00:00: . 558****
` Volume(fP)of Cond. Space: 59,163 •• •' " ' *00*
Building Loads • • •
Total Heating Required Including Ventilation Air: 65,522 Btuh 65.522 MBH =, •••0,00
Total Sensible Gain: 95,123 Btuh 85 % •• :••• •
.. . . .
Total Latent Gain: 16,494 Btuh 15 % •. ...
••.•
Total Cooling Required, Ventilation Air: 111,617 Btuh 9.30 Tons(Based On Sensible+Latent)
Notes
Rhvac is an ACCA approved Manual J andWanual D computer program.
Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at
your design conditions.
f
J:\...\14263 LITZENBERG RESIDENCE.rh9 Wednesday, February 25, 2015, 1:56 PM
r
Rhvc-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
MM
Consulting LLCLitzenberg.Residence
Miami,FL 33173 Y Pa e 3
Miscellaneous Report
System 1 Ahu-:I Outdoor Outdoor Outdoor Indoor Indoor Grains
Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference
Winter: 47 44.1 80% n/a 70 n/a
Summer: 90 77 56% 50% 75 54.55
System 2 Ahu-2 Outdoor Outdoor` Outdoor Indoor Indoor Grains
Input.Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference
Winter: 47 44.1 80% n/a 70 n/a
Summer: 90 77 56% 50% 75 54.55
System 3 Ahu-3 Outdoor Outdoor Outdoor Indoor Indoor Grains
Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference
Winter: 47 44.1 80% n/a 70 n/a
Summer: 90 77 56% 50% 75 54.55
Duct Sizing Inputs
Main Trunk Runouts
Calculate: Yes Yes
Use Schedule: Yes Yes
Roughness Factor: 0.00300 0.01000
Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft.
Minimum Velocity: 650 ft./min 450 ft./min
Maximum Velocity: 900 ft./min 750 ft./min
Minimum Height: 0 in. 0 in.
Maximum Height: 0 in. 0 in. '••'
Outside Air Data •
Winter Summer •
...... .. .. .... .
Infiltration Specified: 0.370 AC/hr 0.263 AC/hr •
365 CFM 259 CFM •
Infiltration Actual: 0.555 AC/hr 0.385.AC/hr
Above Grade Volume: X 59.163 Cu.ft. X 59:163 Cu.ft. ...... .... ..:. •
32,826 Cu.ft./hr 22,803 Cu.ft./hr. .... .
X 0.0167 X 0.0167 61
Total Building Infiltration: 547 CFM 380 CFM '
Total Building Ventilation: 0 CFM 0 CFM
---System 1-- '
Infiltration &Ventilation Sensible Gain Multiplier: 16`50 = (1.10 X 1.000 X 15.00 Summer Temp. Difference)
Infiltration &Ventilation Latent Gain Multiplier: 37.08 = (0.68 X 1.000 X 54.55 Grains Difference),
Infiltration &Ventilation Sensible Loss Multiplier: 25.29 = (1.10 X 1.000 X 23.00 Winter Temp. Difference)
Winter Infiltration Specified: 0.370 AC/hr(152 CFM), Construction:Average
Summer Infiltration Specified: 0.366 AC/hr(150 CFM), Construction:Average
---System 2---
Infiltration &Ventilation Sensible Gain Multiplier: 16.50 = (1.10 X 1.000 X 15.00 Summer Temp. Difference)
Infiltration &Ventilation Latent Gain Multiplier: 37.08 = (0.68 X"1.000 X 54.55 Grains Difference)
Infiltration &Ventilation Sensible Loss Multiplier: 25.29 = (1.10 X 1.000 X 23.00 Winter Temp. Difference)
Winter Infiltration Specified: 0.370 AC/hr(73 CFM), Construction:Average
Summer Infiltration Specified: 0.190 AC/hr(37 CFM), Construction:Average
---System 3---
Infiltration&Ventilation Sensible Gain Multiplier: 16.50 = (1.10 X 1.000 X 15.00 Summer Temp. Difference)
Infiltration&Ventilation Latent Gain Multiplier: 37.08 = (0.68 X 1.000 X 54.55 Grains Difference)
Infiltration &Ventilation Sensible Loss Multiplier: 25.29- = (1.10 X 1.000 X 23.00 Winter Temp. Difference)
Winter Infiltration Specified: 0.370 AC/hr(141 CFM), Construction:Average
Summer Infiltration Specified: 0.190 AC/hr(72 CFM), Construction:Average
J:\...\14263 LITZENBERG RESIDENCE.rh9 - Wednesday, February 25, 2015, 1:56 PM r
Rhvac-Residential&Light Commercial HVAC Loads ® Elite Software Development,Inc.
JM14t Consult9ng LLC Litzenb_erg Residence
Miami,FL 33173 Pa2t4
4
Load-Preview Report
Net ft' Sen Lat Net Sen Hts SyCts Sys Act Duct
Scope Ton /Ton Area Gain Gain Gain Loss g 9 Size
CFM CFM CFM
Builo3ngj 9.30 558 5,1893 95,123 16,494 111,617 65,522 851 4,325 4,325
_.. ---
System 1 3.98 494, 1,968 41,027` 6,763 47,790 27,637 359 1,865 ;: 1,865 18x18
Zone 1,9681 41,027 6,763 47,790 27,637 359 1,865'= 1,865 18x18
9 359 1,865� $
1-Livin /Kitchen/Great Rm 1,968' 41,027 6 763 47 790 27 637 1,865 17-
System 2 1.80 522 941 17,264! 4,357 21,621 13,657 177' 785! 785 10x15
Zone 1
,357 21,621 13,657 177. 785'2 785 10x15
941! 17,264. 4
.: - ----- -- --- _..
2-Guest/Music Rm 941 17,264 i 4,357 21,621 13,657 177 785; 785 8-6
System 3.52; 648 2,280, 36,833 5,374: 42,207 24,228 315' 1,6'75:' 1,675 18x18
Zone 2,280, 36,833 5,374 42,207 24,228 315 1,675 1,675 18x18
3-2nd Floor 2,280,' 36,833: 5,374' 42,207 24,228 315 .1,675 R 1,675 16--6
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J:\...\14263 LITZENBERGRESIDENCEA9 Wednesday, February 25, 2015, 1:56 PM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software velopment,Inc.
JMM Consulfin LLC Litzenbe Residence
Miami FL 33173 Pa e 5
Detailed Room Loads - Room 1 - Living/Kitchen /Great Rm (Average Load
Procedure
General
Calculation Mode: Htg. &clg. Occurrences: 1
Room Length: 100.0 ft. System Number: 1
' Room Width: 19.7 ft. Zone Number: 1
Area: 1,968.0 sq.ft. Supply Air: 1,865 CFM
Ceiling Height: 12.5 ft. Supply Air Changes: 4.5 AC/hr
Volume: 24,600.0 cu.ft. Req.Vent. Clg: 0 CFM
Number of Registers: 17 Actual Winter Vent.: 0 CFM
Runout Air: 110 CFM Percent of Supply.: 0 %
Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM
Runout Air Velocity: 559 ft./min. Percent of Supply: 0 %
Runout Air Velocity: 559 ft./min. Actual Winter Infil.: 150 CFM
Actual Loss: 0.200 in.wgJ100 ft. Actual Summer Infil.: 150 CFM
Item Area -U- Htg Sen Cig L'at Sen
Description Quantity Value HTM Loss. HTM Gain Gain
SW-Wall-1 213-5sw 49.1 X 12.5 544.5 0.068 1.6 852 1.5 0 792
SE-Wall-126-5sw 23 X 12.5 212.5 0.068 1.6 332 1.5 0 309
NE-Wall-1213-5swl 27.5 X 12.5 163.8 0.185 4.3` 697 2.7 0 442
SE-Wall-1213-5sw 38.3 X 12.5 283.1 0.068 1.6 443 1.5 0 412
NW-Wall-1213-5sw 30 X 12.5 207 0.068 1.6 324 1.5 0 301
N-Part-130/130-12B-5sw 31.1 X 388.5 0.068 0.9 343 0.90800 343
. . ....
12.5 •
.... .
NW-Door-11P 3 X 8 24 0.290 6.7 160 a •0 209•
SW-GIs-1 B-hb shgc-0:5 0%S 9 1.000 23.0 207 48.&•• ••®•• 435•a•
SW-GIs-1 B-hb shgc-0.5 0%S(2) 60 1.000 23.0 1,380 48.8 •• 00 2,$9$•
SE-GIs-1 B-hb shgc-0.5 0%S 75 1.000 23.0 1,725 48.8••• %2.% 3,622 •
NE-GIs-1 B-hb shgc-0.5 0%S(2) 96 1:000 23.0 2,208 g0.8•• 0 4,828• •
NE-GIs-1 B-hb shgc-0.5 0%S 84 1.000 23.0 1,932 50.80•• •8•• 4,224•
SE-GIs-1 B-hb shgc-0.5 100%S 52 1.000 23.0 1,196 25.x••• ••8• - 1,332• •
SE-GIs-1B-hb shgc-0.5 84%S(2) 144 1.000 23.0 3,312 29.4•0• 00 4,196•
NW-GIs-1 B-hb shgc-0.5 0%S(2) 144 1.000,, 23.0 3,312 40.3 �.Q• 7,242•.•
Floor-19A-Otp 19.7 X 100 1968 0.368 2.8 5,420 01.8 • 0 3 U5 •
Subtotals for Structure: 23,843 '• .•0:': 35,1*20 •
Infil.: Win.: 150.0, Sum.: 150.0 2,487 1.525 3,794 0.995 5,565 2,474
,People: 200 lat/per, 230 sen/per: 6 1,200 1,380
Equipment: 0 1,200
Lighting: 250 853
Room Totals: 27,637 6,763 41,027
a
J:\...\14263 LITZENBERG RESIDENCE.rh9 Wednesday,•February, 25, 2015, 1:56 PM
r
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Rhvac-Residential&Light Commercial HVAC toads ® Elite Software Development,Inc.
JMAA Consulting LLC Litzenberg Residence
Miami,FL 33173 Pa e 6
Detailed Room Loads - Room 2 - Guest/Music Rm (Average Load Procedure
General. +
Calculation Mode: Htg. &clg. Occurrences: 1
Room Length: 10.0 ft. System Number: 2
Room Width: 94.1 ft. Zone Number: 1
Area: 941.0 sq.ft. Supply Air: 785 CFM
Ceiling Height: 12.5 ft. Supply Air Changes: 4.0 AC/hr
Volume: 11,762.5 cu.ft. Req.Vent. Clg: 0 CFM
Number of Registers: 8 Actual Winter Vent.: 0 CFM
Runout Air: 98 CFM Percent of Supply.:- 0 %
Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM
Runout Air Velocity: 500 ft./'min. Percent of Supply:, 0 %
Runout Air Velocity: 500 ft./min. Actual Winter Infil.: 124 CFM
Actual Loss: 0.160 in.wg./100 ft. Actual Summer Infil.: 107 CFM
Item Area -U- Htg Sen Clg Lat Sen
Description Quantity Value HTM Loss HTM Gain Gain
SE-Wall-12B-5sw 22 X 12.5 170 0.068 1.6 266 1.5 0 247
NE-Wall-1213-5sw 43 X 12.5 509.5 0.068 1.6 797 1.5 0 741
NW-Wall-126-5sw 22 X 12.5 224 0.068 1.6 350 1.5 0 326
SW-Wall-1 213-5sw 21 X 12.5 190.5 0.068 1.6 298 1.5 0 277
SE-GIs-1 B-hb shgc-0.5 94%S 105 1.000 23.0 2,415 26.9 0 2,821'
NE-GIs-1 B-hb shgc-0.5 0%S(2) 28 1.000 23.0 644 50.3 0 1,408
NW-GIs-113-hb shgc-0.5 0%S(3) 51 1.000 23.0 1,173 50.3 ,Q•• 2,565
'SW-GIs-1 B-hb shgc-0.5 65%S 72 1.000 ' 23.0 1,656 13.4 %Q..* 2,4PA„••
UP-Cei1-16A-30 10 X 46.3 463 0.032 0.7 341 •?,:�• •0 1,096 .-
Floor-I 9A-Otp
,096 •'Floor-19A-Otp 94.1 X 10 941 0.368 2.8 2,592 •�.$••� Q••, 1,E�% :@
Subtotals for Structure: 10,532 ...:.. 0• 13,577 •
Infil.: Win.: 123.5, Sum.: 106.7 1,350 2.315 3,125 1.304•• 3,957 : 1,A •
AED Excursion: ....• :••••• 1,266•6•
People:.200 lat/per, 230 sen/per: 2 ...... 404•• 4611 ••
Lighting: 50 .. ..• •..• 1,7.19 a••
Room Totals: 13,657 ;";'; 4,357' 17,264
"I • • . . *00000
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J:\-...\14263 LITZENBERG RESIDENCE.rh9 Wednesday, February 25, 2015, 1:56 PM
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I Rhvac-Residential&Light Commercial HVAC Loads ® Elite Software Development,Inc.
• JMM Consulting LLC Litzen6erg Residence
Miami,FL 33173 paqt 7
Detailed Room-Loads - Room 3 - 2nd Floor (Average Load Procedure
General
Calculation Mode: Htg. &clg. Occurrences: 1
Room Length: 100.0 ft.' System Number: 3
Room Width: 22.8 ft. Zone Number: 1 t
Area: 2,280.0 sq.ft. Supply Air: 1,675 CFM
Ceiling Height: 10.0 ft. Supply Air Changes: 4.4 AC/hr
Volume: 22,800.0 cu.ft. Req.Vent. Clg: 0, CFM
Number of Registers:, 16 Actual Winter Vent.: 0 CFM
Runout Air: 105 CFM Percent of Supply.: 0 %
Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM
Runout Air Velocity: 533 ft./min. Percent of Supply: 0 %
Runout Air Velocity: 533" ft./min. Actual Winter Infil.: 173 CFM
Actual Loss: 0'.182 in.wg./100 ft. Actual Summer Infil.: 123 CFM
Item Area -U- Htg Sen Cig Lat Sen
Description Quantity Value HTM Loss HTM Gain Gain
NW-Wall-126-5sw 83.1 X 10 613.8 0.068 1.6 960 1.5 0 893
SW-Wall-1 2B-5sw 41.5 X 10 383 0.068 1.6 599 1.5 0 557
SE-Wall-12B-5sw 83.1 X 10 401.8 0.068 1.6 628 1.5 0 585
NE-Wall-12B-5sw.41.5 X 10 402 0.068 1.6 629 1.5 0 585
SE-Door-11 P 4 X 8 32 0.290 6.7 213 8.7 `0 278
NW GIs-1 B-hb shgc-0.5 0%S(2) 14 1.000 23.0 322 50.3 0 704
NW-GIs-1B-hb shgc-0.5 0%S(4) 56 1.000 23.0 1,288 50.3 D... 2,816
NW-GIs-1 B-hb shgc-0.5 0%S'(2) 40 1.000 23.0 920 5Q.3 •D...• 2,011. ..
NNW-GIs-1 B=hb shgc-0.5 0%S (2) 92 1.000 23.0 2,116 50,x,• �' Q 4,626 •
NW GIs-1 B-hb shgc-0.5 0%S 15 1.000 '23.0 345 59.3... *P.O.: 754. 4.
SW GIs-1 B-hb shgc-0.5 100%S(2) 8 1.000 23.0 184 2�4:.. 0 . 2Q4 .
.SW GIs-1 B-hb shgc-0.5 69%S (2) 24 1.000 23.0 552 32A.. 0 . 710• •:
'SE-GIS-1 B-hb shgc-0.5 30%S 89 1.000 23.0 2,047 44,%..- 0•... 3,614• •
SE-GIs-1B-hb shgc-0.5 1 00%S 52 1.000 23.0 1,196 25x... P... 1,3$2:
SE-GIs-1 B-hb shgc-0.5 100%S(2) 186 1.000 23.0 4,278 2§.&..• •D.• ; 4,7Q6. ..
SE-GIs-1B-hb shgc-0.5 100%S(2) 50 1.000 23.0 1,150 2,§AO.. 0 . 1,282 •
SE-GIs-1 B-hb shgc-0.5 100%S 20 1.000 23.0 460 2':.6 • .0 . 512. �.
NE-GIs-1 B-hb shgc-0.5 0%S 13 1.000 23.0 299 59.3 . ;00-00 654
UP-Ceil-16A-30 100 X 22.8 2280 0.032 0.7 1,678 2A• 0 ... 5,319• •;
Subtotals for Structure: 19,864 0. 32,413
Infil.: Win.: 172.5, Sum.: 123.3 2,492 1.751 4,364 0.817 4,574 2,035
AED Excursion: 953
People: 200 IaUper,230 sen/per: 4 800 920
Lighting: 150 512
Room Totals: 24,228 5,374 -36,833
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J:\...\14263 LITZENBERG RESIDENCE.rh9 Wednesday, February 25, 2015, 1:56 PM
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C A n I, A Bq, I 1� C
ENGINEER AND PLANNERS
CERTIFICATE OF AUTHORIZATION 6419
8730 S.W. 25 ST., MIAMI, FL 33165 TEL: 305 283.3512; FAX: 305 226.0438
0000
. . 0000 0000..
STORMWATER CALCULATION ..no.:
.00.00 . .
0000
0000..
0000..
0000 . 0000.
0000.. 0000 0000.
LITZENBERG RESIDENCE 0000.. .•
3 1420 NE 103 STREET :"•"
MIAMI SHORES, FL 33138
.. 0000
Seal
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\C,E N �:
X61733
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PROJECT NAME: LITZENBERG RESIDENCE
STORMWATER CALCULATION
PROJECT DESCRIPTION:
A single family residence with a pool, concrete deck, walkway and driveway area. The
drainage system has been design to retain a storm event of 6.5 inches (5yr-24hr storm event,
see attached map). The elevation of the proposed berms and swales along the perimeter of-
-the property have being proposed to retain all runoff generated by the desiga stohn on sits."
At a minimum, the first ten feet of the driveway will provide a transition slopg:bet�een ti1e•�;
exist edge of pavement elevation and proposed grade inside property line. AAendseape berry
and Swale areas areproposed along the driveway as shown on plans, to contal"Anrunoflwilt.
. •
.... .....
in property and prevent runoff from entering the public right of way. •
. . . . ......
POST DEVELOPMENT RUNOFF CALCULATION
A = Total Property Area Aimp = Property Impervious Area
Apery = Property Pervious Area P = Rainfall depth
A:=12375 f t 2 P:=6.5 in of rainfall produced during a
storm event.
Aperv:=5541 ft Average Elevation of Perviuos Areas = AE
AE:=6.5 ft NGVD
AZ,,np:=6834 ft Average high ground water elevation = GW
GW:=2.0 ft NGVD
S '
1
Distance between ground water elevation and average
elevation of perv. areas = D
D:=AE—GW D=4.50 ft
4
Ref: SFWMD Soil Storage Table
Distance between groundwater table and
Si
average elevation of pervious areas: j
1 ft 0.45 inches
2 ft 1.88 inches
3 ft 4.95 inches
>_4 ft greater 8.18 inches
S1 = Compacted Water Storage (inches)
By interpolation when D=4.50 ft then S1=8.18 in
S
S:=(Aperv)•1 Q = Accumulated Direct Runoff • •• •
A z
(P-0.2•S) •' •
S=3.66 in Q.—
(P+0.8•S) •
POST DEVELOPMENT RUNOFF VOLUME (VY ���•�• ••;�••
V is computed in cubic feet. V is the volume of runoff generated during a 5 yeah 24 hear•:• •�
storm event of 7.5 inches within the property or the sub-basin within the prrqRertx. This.i� ••••
the volume of runoff that must be contained within the property. �• •
V:=A•Q V=3637:62 ft'
t
DRY RETENTION VOLUME PROVIDED (VP)
RETENTION VOLUME PROVIDED (VP)
VP is computed in cubic feet. VP is the retention volume capacity of swales, retention
areas and drains within the property or sub-basin within the property
Average Pervious Area Dpery=4 in
Depth, DP
Vp'= 2 (Dpery•Aperv)
Vp=924 ft
t
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TRENCH.CALCULATION.FOR.THE.STANDARD.SFWMD.TRENCH t
BAS
:`•'SELECT BACKFILL , 12 INCHES BACKFILL
PEA GRAVE 6 INCHES GRAV
UNSATURATED
H2 TRENCH 61NCHES PIPE COVER
Dv DEPTH MINIMUM
t
PIPE 12INCHES PERFORATED
MINIMUM PIPE DIAMETER
D _ COARSE ROCK 2 I H S PIPE BED
S
TRENCH WIDTH ••••
. .... ......
...
...... .. .. ......
Exfiltration Trench Calculation: •" '
Lowest grade elevation along proposed trench location: Grade;7,5.25 ft,ly"yD �•;•••
W:=4It••• '..' : ..1...
T bottom:=,Grade—15 in—3 ft=1.00 ft NGVD K:=0:000428 •
. . ......
Tdeth'—p •=Gradebottom——
—T 4.25 ft •�•••.•
• .• • • •
H2:=Grade—GW=3.25 ft .. ...
D..:=Grade—l2 in—GW=2.25 ft •• •
Ds:=Tdepth—H2=1.00 ft
Exfiltration: E:=if DS>D,
(K•(2 H2•D,,—D"2 +2 H2•D)+1.39.10-4/� W•Du)
else
IIK•(H2•W+2•H2•D._D.2 +2•H2•D)+1.39.10-4)-W•D,,
E=0.01369 cfs/foot of trench
Required Retention Volume on Exfiltration Trench, VR: VR:=(V—V,)=2714 ft'
Required Lenght of Exfiltration trench, L: VR=0.748 acre-in ,
L:=V R =55 feet Lprovided:=55 feet
E
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- ` FT
Im"YNATECH
ENGINEERING CORP.
{ , s 750 WEST 84T"STREET
HIALEAH,FLORIDA 33014
(365)828-7499
PERCOLATION JEST ACCORDING TO S.F.W.M.D.
D.O.T. STANDARD TEST
s
DATE : January 14,,,2014
CLIENT. : MIAMI CAMPBELL ARCHITECTS ;F
PROJECT : Existing property @ I{
PROJECT LOCATION : 1420 North East 103rd Street,Miami Shores, FL
LOCATION OF TEST : SAS
DIAMETER OF HOLE : 7"
TEST NO. : P-1
TEST DEPTH (feet) 0-10 0-15
AVERAGE FLOW (GPM) 0•••
N/A 7.5
-4
AVERAGE K(CFS/Sq. Ft-Ft Head) N/A 4.28x10
...... .. .. ......
*,The above hydraulic conductivity represents an ultimate value. The designer should decide on tF� ;••••;
required safety factor. This value is based on the existing soils,at the location of the lest. :100000
•• •••
.. .. .. . ......
vVater Table 3'-6" Below existing ground surface. ••• •
SUBSURFACE INVESTIGATION ••••••
.. . . . ......
Depth Below Ground Surface Soil Description 0.1.0 •
0'-099to V-0" Topsoil and grass I
1'94" to 5'-0'' Light tan medium sand w/roVk fragments
5'-0" to 6'-0" Peat 1
6'-0" to 7'-0" Brown silt
7'-0" to 9'-0" Dark brown sandy silt
994" to I1'-6" 1I"Brown medium sand
11'-6" to 13'-0" 11 Tan medium sand w/rock fragments
13'-0" to 15'-0" 'Tan sandy limerock
f{ a5 .:rilaMl�%plJ
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Respec fully submitted;
2�+r�� o�0
Field Tech: A.S. -_
W>iss
DY N7 TECH ENGINEERING CORP.
FloridalReg. No. 39584
F
,
Certificate of Authorization No.: CA 5491
t ���✓����,`'al�� rya t�ti at '
:1s a mutual protection to the clients,the public and oursel Fei all reports are submitted as the confidential property of clients,and authorization for
acts from or regarding our r'epo'rts is reserved pending on ou'r written approv 1.
publication Of St9lt R1Qtlt conclusions OC extr
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DYNATECH ENGINEERING CORP•
Client: MAIMI CAMPBELL ARCHITECTS Scale:N.T.S.
Project: 1420 North East 103`d Street, Miami Shores, Florida Date: January 14,2014
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U3 I J+° Q (ESTIMATED)
! _ I ti� NOTES:
—————tG 1251 — — — — — • I.CCNTOUR INTERVAL IA FOOT.
I i (ExOW or.indicated)
li, 2.DATUM IS MEAN SEA LEVEL.
3 is-
SCALE IN MILES w j NOTE: PREPARED FROM USS S.
SURVEY DATA
METROPOUTAN REVISED DESIGN STANDARDS w j
DADE COUNTY annFlovEa 2/19/75 AVERAGE OCTOBER yV' �'
PUBLIC WORI(S 4/5/72 4/14/77 GROUND WATER LEVEL 2 .2
DEPARTMENT 1960-75 SHEET L OF 1
~` MATERIAL TESTING
9EG''rECHNICAL
ENVIRONMENTAL � _ DRILLING SERVICES
HYDROG�OLOGY _ INSPECTION SERVICES
CASBESTOS �`,` � ROOF TESTING
=__ _,
u=` IJYNATECH ENGINEERING CORP.
Miami. Januarl• 14, 2014
I
Miami Shores, FL 33138
Re: Property
1420 North East 103 Street
Miami Shores. FL
Dear
Pursuant to your request, DYNAT1 CH ENGINEERING CORP. (DEC) completed a Percolation Test on
January 14. 2014 at the above referenced project. The purpose o1'our investigation was to help determine the
•
000*
hydraulic conductivity for drainage design.
dr •
z above hydraulic conductivity represents an ultimate value. The designer Ihoh'- ;c dhe�-trlorcgtcati:�:.ice:
safety factor. This value is based on the existing soils at the location oft the test. ••••
• •
....
changed or the soil removed and replaced: the test will need to be re-evaluated. •••• •••••
......
Groundwater was measured immediately at the completionof each boring: and was --qF@u:xf at appr- xatelti-an,•
ground surface at the time of drilling. ExistinVgt(and surface elevation.
average depth oC 3'-6" below existing group
• ......
was not provided to us at the time of drilling=. Design engineers must verify existin�gro�nd el��*atzr��rs as ill ,v�ll•t
amr
as FEMA Flood and County highest and lowest groundwater elevation ya°}varyinggroundelcvat one•co struct on •
level is anticipated due to seasonal variations and run off as well as g
dewatering and pumping activities in the area. Site contractor must familiarizeLct l ���i nlay self'r,ct 1tsrL econditions er ric:nnc
the event groundwater controls and dewatering <s sure
conditions and,should be taken into consideratioare�not theaffected dueesign ofe of the contractors The trdewateringactor shall nac activities.
that groundwater levels on adjacent properties
s shall be consulted for all work below the groundwater
Specialty groundwater and water proofing contractor
level.
In case of existing structures. existing footings new foundations and proposed drainage lines, provisions shall be
made by the structural engineer, the civil engineer. and site zil tbcczi rto tifiecotect all af theseootings conditionos touture evalua�er he
undermining and exposure. The geotechnical engineer. shy
applicability of his recommendations.
I
750 West 84 Street, Hialeah, FL 33014-3618 - Phone: (305) 828-7499• Fax: (305) 828-9598
'
E-Mail: DynatcchCbcllsouth.-Oct
' 4
ge No.
' A20 North East 10 1`d Street, Miami Shores, FL
Or
4-2
11 This report was prepared in compliance with the 2010 Florida Building Code. Site elevations were not provided
to us for the test locations. Depths reported on the field boring logs and proposed pile lengths represent the
depth below existing ground surface as they existed on the date of drilling. In the event of subsequent filling,
excavations or site work, the reported depths must be adjusted to represent proper depths.
The boring log (s) attached present (s) a detailed description of the soils encountered at test location (s). The soil
stratification shown on the boring log (s) is based on the examination of the recovered soil samples and
interpretation of the driller's field log (s). It indicates only the approximate boundaries between soil types. The
actual transitions between adjacent soil types may be gradual. Regardless of the thoroughness of a geotechnical
exploration there is always the possibility that conditions may be different from those of the test locations:
therefore, DYNATECH ENGINE-ERThtG CORP. does not guarantee any subsoil conditions between the bore
test holes. In accepting and using this report the client understands and accepts that all data from the borin-s are
strictly for foundation analysis only and are not to be used for excavation or back filling estimates and pricing.
Owner and site contractor must familiarize himself with site conditions prior to bidding. For Envirorunental due
diligence;'a Phase I and/or Phase II Environmental Site Assessments is reco=nmendcd. As a mutual protection to
clients, the public and ourselves, all reports are submitted as the confidential property of clients, and
authorization for publication of statements. conclusions or extracts from or regarding our reports is reserved
pending our written approval. The scope of services performed in the execution cif this investigation may not be
appropriate to satisfy the needs of other users, and use or re-use of this document or the findings,c`QClusions, or
recommendations is at the risk of said user. Said user must contact'DEC in writing to i-e-ifi applicakikiy of taTS•;•
-wort for their use. All work must be conducted under the supervision of our ge6is= lirical engin*r. The'.
.. .. ......
.,covert' of any site or subsurface conditions during construction which deviate from'{1S�35nformati;n obtaiied
from our subsoil. investigation is always likely and should be re oi-tcd to us for our e�a� n. Ail.work shall •
conducted in compliance with the Florida Building Code FISC and OSHA workers' ratectiorrruies and•alj••.
applicable Federal, State. County and City rules and regulations.. •':": •��• ;
It has been a pleasure working with you and look forward to do so in the near future. •
• 090 0. ......
Sincerely yours, '
DYNATkH ENGINEERING CORP.
Florida Reg. No. 39584
Special inspector No. 757
Certificate of Authorization No.: CA 5491
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PE CO ., I+ ION TEST
• • •••• ••••••
•
•••••• •• •• ••••••
•••• • •••••
•
• • • • • ••••••
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VJ'L N A T E C H
ENGINEERING CORP.
750 WEST 84" STREET
HIALEAH. FLORIDA 33014
i (305)828-7499
I
PERCOLATION TEST ACCORDING T® S.F.W.M.D.
D.O.T. STANDARD TEST
DATE : January 14. 2014
CLIENT
PROJECT : Existing property `u
PROJECT LOCATION : 1420 North East 103rd Street, Miami Shores, FL
LOCATION OF TEST : SAS
DIAMETER OF HOLE 7"
TEST NO. P-1
TEST DEPTH (feet) 0-10 0-1.5
AVERAGE FLOW (GPM) N/A 7.5
-4
AVERAGE K (CFS/Sq. Ft-Ft Head) N/A 4.2800
0000
x The above hvdraulic conductivity represents an ultimate value. The designer should decid* he •••••.
required safety factor. This value is based on the existing soils at the location of;j)jet9st. ••
0000..
.0
dti`ater Table 3'-6" Below existing ground surface. •••••• •
0000..
0000
• .0009.
SUBSURFACE INVESTIGATION •"' 900 9
0000.. 0000 0000.
.. .. .. . 0000..
Death Below Ground Surface Soil Description '
0000..
• � 0000..
0'-0"to 1'-0" "Topsoil and grass ••••• •
. . 0000..
1'-0" to 5'-0" Light tan medium sand w/rock fragme�" ••• •
5'-0" to 6'-0" Peat •• •
1
6'-0" to 7'-0" Brown silt
7'-0" to 9'-0" Dark brown sandy silt
9'-0" to 1l'-6" Brown medium sand
11'-6" to 13'-0" Tan medium sand,w/rack fragments
13'-0" to 15'-0" Tan sandy limerock
1
i
Respectfully submitted,
Field Tech: A.S.
Wiss ,•
UYN_ ECHOF, GINEERING CORP.
Florida. Reg. No. 39584
Certificate of Authorization No.: CA 5491
.1s u mutual protection ro the clients.the public and ourselves,all reports are submitted as the confidentiAt property of clients,and authorization for
publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval.
1
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DYNATECH ENGINEERING CORP.
Client: --_ _ -- Scale:N.T.S.
��
` Project: 1420 North East 103Strect, Miami Shores,Florida �_ Date: January 14.2014
1 a
• 1
` GENERAL NOTES
Soil borings on unmarked vacant property should be considered preliminary with further boring(s) to be drilled after
building pad(s) are staked out.
Soil borings on existing structures that are to be demolished should be considered preliminary and additional boring's
would need to be performed after the structure(s) has been demolished and proposed new building staked lout,
As a mutual protection to clients, the public and ourselves, all reports are submitted-as confidential property of clients, and
authorization for publication of statements, conclusions,extracts from or regarding our reports is reserved pending our
written approval.
IGEN' CLASSIFICATION & SYMBOLS,
Correlation of Penetration Resistance With Particle Size
Relative Density and Consistency Boulders > 12 in.
Cobble 3 in.to 1 ia...
Cone Penetration Standard Relative. Gravel 4.�6 mmis,Ua* 00.0.0
Tests Pene�i? 0
.--� Density Sand '.�02 mm�a 4;6.�mm. •.
�cm 1°ws/ft• Silt 0.4385 mm.•tb 0.974 m"*
Very Loose Clay 06"M05 mm
0� '
Sands 0.16 _ 0
17-40 5-i0 Loose •
41-80
11-20 Firm ...... .... .....81-120 21-30 Very Firm ..' 'odifi� s' •••�••
Over 120 31-50 Dense 5% -.10 % :"V'lightly Silry y.
or Clay. .;.
10%.-30% Silty or jSt83 ....:
0-2 Very Loose 30%-50% •.. Cry Silty or*Uery C*ayey0
Silts & 0-3 3-4 Soft 0%- 5% Slightly`:-rice-
�luy 40- 6%- 10% Trace
10-17 5-8 Firm
18.31 9-15 Stiff l l% -20% Little
32-60 16-30 Very Stiff 21% -35% Some
Over 60 31-50 Hard > 35% And
Rock'-Iardness DescKjRjjon
Soft Rock core crumbles when handled
Medium Can break with your hands.
Moderate Hard Thin edges or rock core can be broken with fingers
Hard Thin edges or rock core cannot be broken with fingers
Very Hard Rock core rings when struck with hammer (cherts)
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MATERIAL TESTING
GEOTWHNICAL DRILLING SERVICES
:ENVIRONMENTAL INSPECTION SERVICES
I1YOROGEOLOGY ROOF TESTING
—'SBESTOS
DYNATECH E-NGINEERING CORP.
F
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Miami, November 14. 201;
Miami Shore, FL 33138
Re: Proposed Additionst
1420 North East 103' Street
Miami Shores. FL
Dcar
Pursuant to your request,DYNATECH T'NGINEERNG CORP. (DEC)completed, Subsoil Investigation
on November 14, 2013, at the above referenced project. The purpose of our investigation was to help
determine subsoil conditions relative to foundation design of the proposed structures. 066
. . 0609 690660
A total of(2) standard penetration boring tests were performed according to•f�S M-D. 5.86 down to.an
.. .. . 0000..
average depth of 3-�- .00009 6 below existing ground surface at the locations shown on TAPattached s etc 1. ••••••
The following graph was developed as a general condition below,existing get}uptl sur' 'at the tjpj�joi
to field boring logs for exact locations and6�i4�onditions): 60:96'
drilling for the subject site: (refer
.. .. .. . 696966
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Averapc Death 6
To
From Description
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Topsoil and grass
0'-017 0%6" '96' i �9 .9. • •
Brown sand
5%0" bight tan medium sand w/rock fragments
5%0„ 6?_0•' Peat
6'_0" 8%V Brown silt"
91_T• Dark brown sandy silt #
_0 ;0 _0 Tan sandy limerock
30•-0" 35'-0" Tan medium sand w/rock fragments
Groundwater table was measured immediately at the"completion of each boring and was found at an
average depth of 3'-6" below existing ground surface at the time of drilling.: Existing ground surface
elevation was not provided to us at the time of drilling. Design engineers must verify existing ground
elevations as well as FEMA Flood and County highest and lowest groundwater elevation for their
design. Fluctuation in water level is"anticipated due to seasonal variations and run off as well as varying
ground'elevations construction dewatering,and pumping activities in the area. Site contractor must
familiarize himself with site conditions in the event groundwater controls and dewatering is needed.
Surface flooding. may result under hurricane conditions and should be taken into consideration in the
design of the project. The contractor shall make sure that groundwater levels on adjacent properties are
not affected due to the contractors dewatering activities. Specialty groundwater and water proofing
contractors shall be consulted for all work below the groun&vatcr level. t
750 West 84 Street, Hialeah,FL 33014-3618• Phone: (305)828-7499• Fax: (305) 828-9598
E-Mail:'Dynatccq@bcllsouth.net
� t
Page No. 2
_1 1420 worth East 103` Street; Miami Shores.FL
w Based on our understanding ofthe proposed structure and our field boring logs; it is evident that deep foundation
- I systems are needed to support the proposed structures and slabs �tiithoui detrimental settlement.
Based on the Florida Building Code FBC 2010 Table 1 R24: deep foundation systems shall consist of one of the
foilowina alternatives:
Alternatives Approximate Pile Capacity Pile Capacity Allowable Lateral
Pile Foundation Pile Depth .Size in Tons in Tons Capacity in Tons
I B.E.L:S. Compression Tension
rr 20 BELS 4 Inches 5 Tons I Ton 1`'A
Pin Piles push piers.
' Helical Piles 20' BELS 3 triches 12 Tons 6 Tons N!A
Auger Cast Piles 20' BELS 12 Inches 25 Tons 12 Tons I Toils
Ton
,Auger Cast Piles 20' BELS 14 Inches 35 Tons 15 Tons -
Precast Concrete Piles 20' BELS 10-x 10" 17 Tons 5 Tons 1 Ton
Precast Concrete Piles 20' BELS "12-- x 12•' 25 Tons 7 Tons I Ton
t Precast Concrete Piles 20' BELS 14" x 14" )5'rons 10 Tons 2 Tons
B.E.L..S.: Below r:.\isting Land Surface.
Estimated Lateral Load for a pile Top Deflection of t/4 inch. The proposed pile length is based on the
existing ground elevation at the time of drilling. Pile length may vary depending on proposed grade beam
elevation and soil profile. I
Helical pile bearing capacity is dependent upon helix numbers; size,and spacing. The foulJ44iAn contractor
will be able to provide the most cost effective combination of helix designs. lie aboVedepths are tte
minimum depth required to achieve design capacities. Predrilling may be req%iYed It achia-e ddsign depths.
Lateral load capacities may be increased using battered piles. Batter anles•ean be�::� for t}3e pt a
.... . ......
installation of up to 4 inches per foot (I-lorizontal, Vertical). •
...... .... ...:.
.. . . . ......
In case of existing structures in the vicinity of the pile driving operation, care•�ha ll be taken not to cr-ate
excessive vibration. Vibration levels shall be monitored to verify compliance itlZ cDuntyregulations.S.tePs
imust be taken by the contractor to prevent excessive vibrations in the e;ent-exccssrve vt ratio:j%ajg
experienced during construction, alternative driving methods shall be implerntfited(ie: ptcdltlZing,jLtting; c
hydraulic push, etc...).
The minimum center to center of piles or adjacent piles shall be not less than twice the average diameter for
round piles or 1-3/4 times the diagonal dimensions of rectangular piles,but in no case less than A inches to
avoid load capacity reduction caused by group effect.
The installation of adjacent piles (located within 5 feet o.c. of each other) on the same working day is not
recommended. We recommend that adjacent piles not be installed until the initial grouted pile has set
overnight. 1
The grout used in the.pile installation shall develop a minimum compressive strength of 4000 PSI at 28 days.
Large grout volumes, possibly twice(or more)of the theoretical pile volume,are expected for proper auger
cast pile installation due to subsoil conditions. More so where former structures have been demolished and
former piles removed causing additional underground cavities.
All piles, shall be designed by a professional engineer and shall be placed under supervision of our
Geotechnical Engineer to verity compliance with our recommendations.If-the pile is not reinforced over the
entire length,we recommend a single No. 7 bar be placed the full Iength of the pile to verify pile continuity.
.All work shall be performed in accordance with the applicable building code.
r
Page No. 3
' 1420 North East I03'd Street, Miami Shores. FL
j
The following soil parameters shall be used for retaining wall designs:
- Soil unit weight moist: 1 10 pcf. Buoyant: 60 Pd.
e
- Angle of internal friction: 30
- Earth pressure coefficient Ka: 0.33: Kp: 3.0
Angle of wall friction: 30 for steel piles, 20' for concrete or brick walls; 15 uncoated steel.
Any underground structures such as grease traps; septic systems, etc... must be supported on pile
foundations, unless the deleterious material (ie: silt. muck, peat. etc...) is excavated in its entirely and
replaced with compacted washed gravel such as pea rock or i stone. Fasten utility lines to underside of
structural slabs to avoid settlements.
I
' Excavations shall not extend within i`foot of the angle of repose next to existing footings or structures,
unless underpinned. All excavation shoring must be designed and inspected by a Florida licensed
professional engineer. y
All trenching work shall be in compliance with Florida Building Code. OSHA, %nd Trench;Safety Act.••
Provisions shall be made by the architect, engineer of record and contractor tv tedress vibration/d}•nan;ir
loading: differential settlements when tying in new to existing structures. MixirIcCdifferent foundaticx>:
shall not be used unless provided with expansion joints to address differential.s�ttlerra�htS�nd virt3ljOn
transfer. •
.. .. .. . ......
Also note that as a common engineering practice for existing and new constrgctieq,outside ground.s ee-s
must be sloped away from the structure as to avoid water accumulation and ponding.R 'Iti4ttrtters shall be
installed and all rain water shalt be discharged over splash guards a minimum-�f S•fcet a-�:eaSf=om btarlc�ing
foundations. Verify"all water, sewer,plumbing,sprinkler and drainage lines are properly fizrictioning with no
leaks in the vicinity of the foundations.
An arborist must be consulted prior to any land clearing to verify compliance with local codes.
Detailed settlement analysis'was beyond the scope of this report. However,we have compared the field test
data obtained in this exploration with our experience with structures similar to those proposed for this report.
The estimated magnitude of these settlements is '/!to 1 inches. Due to the granular nature of the subsurface
materials.the foundation settlements should occur as the loads are applied and should be virtually negligible
by the end of the building shell completion.
If dvnamic loading is proposed (ie: parking garage,etc...)this condition MUST be brought to our attention
to re-evaluate the applicability of our recommendations.
f
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3 Page No. 4
1420 North East 10')' Street, Miami Shores, FI
fhis'report ,vas prepared in compliance with the 2010 Florida Building Code. Site elevations were not
provided to us for the test locations. Depths reported on the field boring logs and proposed pile lengths
represent depth below existing ground surface as they existed on the date of drilling. In the event of
subsequent filling,excavations or site work,the reported depths mustbe adjustedto represcntproperdepths.
The boring log(s)attached present(s)a detailed description of the soils encountered at test location(s).The
f soil stratification shown on the boring log(s) is based on the examination of the recovered soil samples and
interpretation of the driller-s field log (s). It indicates only the approximate boundaries between soil types.
The actual transitions between adjacent soil types may be gradual. Regardless of the thoroughness of a
geotechnical exploration there is always the possibility that conditions may be different from those of the test
16cations, therefore. DYNATECII ENGINEERING CORP. does not guarantee any subsoil conditions
between the bore test holes. In accepting and using this report the client understands that all data from the
borings are strictly for foundation analysis only and are not to be used for excavation or back filling
estimates and pricing. Owner and site contractor must familiarize himself with site conditions prior to
bidding. For Environmental due diligence. a Phase I and/or:Phase 11 Environmental Site Assessments is
recommended. As a mutual protection to clients, the public and ourselves. all reports are submitted as the
confidential property of clients,and authorization for publication of statements,conclusions ore xtracts from
or regarding ardin our reports is reserved pending our written approval. All work rnusl be co%4i p;ed un�g�� �
g
supervision of our geotechnical engineer. The discovery of any site or sulosuiface conditions during
construction which deviate from the information obtained from our subsoil im!cAjgation is INNIys likel omd
should be reported to us for our evaluation. All work shall be conducted in;;;;pliancy•wi;h the rk�t+id
Building Code FBC and OSHA workers protection rules and all applicable FBderaP:Stat�'�b'�lty and ;'
.00000 0000 0000.
rules and regulations. •
s .. .. .. 0000..
It has been a pleasure working with \ou and look forward to do so-in the niar future. Please feel ftC�ZQ
0000..
contact us if we may be of further service to you. 00. 0 0 0 0 0•
Sincerely yours.
t
Vdissam Naaman P.E. s #,
DYN ATECH ENGINEERING CORP.
yY
Florida Reg. ; o. 39584
Special In>pe:'tor iso. 5?
Certificate of Authorization No.: CA 5491 *"
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TEST BORING R PORT::••
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.,,1-,-R1-y1YNATECH ENGINEERING CORP.
"'STREET
750 WEST 8,4
HIALEAH,FL 33014
(305) 828-7499
TEST BORING REPORT
CLIENT DATE: 11-14-13
PROJECT : Proposed Additions DOVE NO.: B-1
ADDRESS : 1420 North East I 0" Street, Miami Shores. FL. DRILLER: AS
LOCATION : See attached plan
SAMPLE HAMMER
DEPTH DESCRIPTION OF MATERIALS NO. BLOWS ON 66N"
SAMPLER
2 Hand H
1 +
2 0'-0" to 0'-8" TOPSOIL AND GRASS
4 Hand H
3
4 0'-8" to 5'-6" LIGHT TAI\ MEDIUM SAND WiROCK
6 5 9
FRAGMENTS` 4 2
6
7 8 1 1 2
8 5'-6" to 6'-0" PEAT 1 t
9 10 2 2 6
•..4.
10 6%0" to T-6" BROVd4 N SILT . . . ..
11 1�..0 . 4 5o •
12 T-6" to 9'-0" DARK BROW;�i SANDY SILT -4- 1 6
•..•6•: ... :.
13 . ....
I14 9'-o' to 10'-0" BROWN MEDIUM SAND • 10%.010,0 •
15 1.6.... 11 ...1.'
16 1 O�-p" to 23' -0" TAN SANDY LIMEROCK 12••'014' 000 ..
17
1�••• 15 � •14 29
18 5•' •••�:.
AN VERY SANDY LIMEROCK 1 •�:•lt5
19 23'-0" to 29''-0" 17 14
I004 0Q.••:
20
21 29`-0" to 30'-0" TAN SANDY LIMPROCK 22
22� i
23 30'-0" to 35'-0" TAN MEDIUM SAND Nk'/ROCK FRAGMENTS 24
24
25 26 3 3 6
26' 3 3
28 27 !28
29 k30
30
31 32
32
33 34 12 10 19
34 9 11
35 36 10 11
'36
'37 38
38 !
Water Level:3 -6' Below Surface �>a m�+�y ata+ct:ion It:cfionta,tno^ubllC LP.G 04t5CIYCi,2!!rc{x ns iC SUhri11F.C�X3112 COnadC 11T pfOPCCV CIICniS•and DUlIW 2JttOn:Of Publication
,`o'stxcr.:ml cunciu3i.as or 2V raC1s from o:regardin our rcpnnurvlKl.ii rcpendin4 un ou. rircr:a^p al H HAM)AL'GF.R..A HO1.LQ\\'SIE\7 AUGER,R.RF.FCS AI.
5
L
E HENGIN
750 WEST 84EERING CORP.
1"STREET
HIALF.AH,FL 33014
_ (305) 828-7499
TEST BORING REPORT I
, DATE: 11-I4-1.3
CLIENT 'HOLE NO.: B-2
PROJECT : Proposed.Additions @ DRILLER: AS
ADDRESS 1420 North East 103`6 Street. Miami Shores, FL.
LOCATION See attached plan
SAMPLE HAMMER
DESCRIPTION OF MATERIALS J NO. BLOWS ON "N"
DEPTH SAMPLER
2 Hand H
1 : ,
2 0'-0" to 0'-6" TOPSOIL AND GRASS 4 Hand H
3
0`-6" to 1'-0" 13R0WN MEDIUM SAND 5 5 7
5
2 , .-
6 V-0" to 5'-0" LIGHT TAN MEDIUM SAND VJ/ROCK' K
8 FRAGMENTS t 1
8 10 1 1 4
9 *060
•
10 5'-0" to 6'-0" PEAT 3 ••
11 13• 4 .' S . 14 .•
...... 9 •..•S: ....:.
12 6'-0"to 8'-0" BROWN SILT 1
13 i.�.... 9 09 21.06:
•....• 1 %
14 �••••
8'-0" to•9'-0 DARK BROWN SANDY SIL;I' 16.•.•
16 15 ...15 :�:. •
15
•
. ..• 14'..•1Q .... .
17 to 9,-0„ to 10'-0" BROWw MEDIUM SAND s.o 00 i, .14 27 •
18 1J. Zg .... .
19 10`-0" l'-0" TAN MEDIUM SAND W%ROCK FRAGMENTS 15 14 .P••
20
21 11'-0"to 23'-0" TAN SANDY LIMEROCK 22
22 _
23 23'-0" to 29'-0" TAN VERY SANDY LIMEROCK 24
24
25 29'-0"to 35'-0" TAN MEDIUM SAND WIROCK FRAGMENTS26 3 2 5
26 3
27 28
r28
'29 30
30
,31 32
32
33 34 14 10 19
34 9 l0
35 36__l 11 10
36
37 38
38
r Water Level: 3'-G" Below Stir A,a-Mutual pmtea:ion to ciients.the puhtrc and nurse es.,.il rcpons arc submitted as:he conrdentraI property orelicrts,and Ruthoraaupn for puh'ica;ion
u
of statement conclusions or extracts Gom o;regarding our repots is rrser cd{:ending m ou.wmicr.app:osat H,I-IAN n A%!GF.R..A tJOI LOW STC
.aUGF.R.k RL(USAI.
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10
GENERAL NOTES
Soil borings on unmarked vacant property should be considered preliminary with further boring(s)to b'e drilled after
building pad(s)are staked out.
Soil borings on existing structures that are to be demolished should be considered prelir-ninary and additional borings
would need to be performed after the structure(s) has been demolished and proposed new building staked out.
As a mutual protection to clients,the public and ourselves, all reports are submitted-as confidential property of clients, and
authorization for publication of statements, conclusions, extracts from or regarding our reports is reserved pending our
written approval.
KEY CLASSIFICATION & SYMBOLS
Correlation of Penetration Resistance With Particle Size
Relative Density and Consistency Boulders > 12+n.'•'.
Cobble .••. �3 in.tgl m+ ••
Cone Penetration Standard. Relative. Gravel ••••••4.76-,=- stp:3in. •...,.
Tests Penetration
3 Q.l.o_ws/ft. DensitySand ...:••
0.07 mm to 4.67 ram.
Silt •....0O.00S:�rI'S�o0,0'vmm:
a Clay •••• <0.005 mm ••;•••
Sands 0.16, 0-4 Very Loose .....
17-40 5-10 Loose •• •• •• ••••••
11-20 Firm •
41-80 ••�•••• ,• •
1 MQdif-iers ......
81-120 21-30 Very Firm --r..rsr-
�' Over 120 31-50 Dense 5% - l(V/a•. Slijhtl� Silty or:Qlarw'a�
10%.- 36e/o • Silty orUayey"
Silts & 0-3 0-2 Very Loose 30% - 50% Very Silty or Very Clayey
Clay 4-9 3-4 Soft 0%- 5% Slightly Trace
8
10-1? {_ Firm 6% - 10% Trace
- 18-31 9-15 Stiff 1 l% - 20%, Little
16-30 Very Stiff 21% - 35% Some
., 32-60
Over 60 31-50 hard > 35% And
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Rock Hardness DgUrintion
t
Soft Rock core crumbles when handled
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Medium Can break with your hands.
Moderate Hard Thin edges or rock core can be broken with fingers
HardThin edges or rock core cannot be broken with fingers
Very Hard i Rock core rings when struck with hammer(cherts)
{
ACCURATE LAND SURVEYORS, INC.
E. ATLANTIC BLVD. L.B. #3635 TEL. (954) 782-1441
R EACH, FLORIDA 33060 SHEET 2 OF 2.. FAX. (954) 782-1442
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NOTES: CERTIFICATION:
1. UNLESS OTHERWISE NOTED FIELD MEASUREMENTS ARE IN AGREEMENT HATH•RECORD
MEASUREMENTS. THIS IS TO CERTIFY THAT I HAVE RECENTLY SURVEYED THE PROPERTY 2. BEARDESCRIBED IN THE FOREGOING TITLE CAPTION AND HAVE SET OR FOUND
INGS SHOWN HEREON ARE BASED ON A BEARING OF N89'S0'54"E ALONG THE N. LINE MONUMENTS AS INDICATED ON THIS SKETCH AND THAT SAID ABOVE
OF LOT 12, BLOCK 5, PLAT BOOK 64, PAGE 97, MIAMI—DADE COUNTY RECORDS GROUND SURVEY AND SKETCH ARE ACCURATE AND CORRECT TO THE
3. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR OWNERSHIP, RIGHTS—OF—WAY, BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER CERTIFY THAT THIS
EASEMENTS, OR OTHER MATTERS OF RECORDS BY ACCURATE LAND SURVEYORS,-INC. BEST
BOARD OF LAND
SURVEY MEETS MINIMUM TECHNICAL STANDARDS UNDER RULE 5J-17
4. OWNERSHIP OF FENCES AND WALLS IF ANY NOT DETERMINED.
5. THIS DRAWING IS THE PROPERTY OF ACCURATE LAND SURVEYORS, INC. AND SHALL NOT SURVEYORS, JANUARY ADOPTED BY THE FLORIDA
2010. A
BE USED OR REPRODUCTED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION.
6. THIS SURVEY CONSISTS OF A MAP AND TEXT REPORT. ONE IS NOT VALID WITHOUT THE
OTHER. Not valid without
+ 7. THIS SURVEY IS MADE FOR THE EXCLUSIVE USE OF THE CERTIFIED HEREON, TO BE VALID the signature and
ONE YEAR FROM THE DATE OF SURVEY AS SHOWN.
' the original raised
1 REVISIONS DATE BY
seal of a Florida
/ALI n ed Surveyor
z- d Mapper.
UPDATE SURVEY SU-14-3722 11-14-14 AL/JMSF
ROBERT L. THOMPSON (PRESIDENT)
UPDATE/TOPO 14-0106 01-14-14 MLW PROFESSIONAL SURVEYOR AND MAPPER No.3869 — STATE OF FLORIDA
DATE OF SURVEY DRAWN BY CHECKED BY FIELD BOOKSCALE 1"= 2O' SKETCH13-3175
10/07/13 ODI CCC SU 13-3175
1