REV-16-1647 (2) INEE,Q . ...
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nn • ;;PEth4LTY ENGINEERING CONSULTANTS,Inc.
"'o- ^ ... • .. DADE - BROWARD - PALM BEACH
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June 22,2016
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Behar Windows,LLC " •0
4026 North 30''Ave. •' ••• ' ' "' "
Hollywood,FL 33020
Re: HARPER RESIDENCE,29 NW 94'STREET,MIANII SHORES,FL(PERMIT#WS-6-16-1600)
NEW WINDOW AND DOOR INSTALLATION CERTIFICATION.
Dear Behar Windows:
Pursuant to your request we performed an inspection on, Monday, June 20, 2016, to the above mentioned
address in order to verify the installation of the new impact windows and doors. The inspection consisted of(9)
horizontal roller windows (NOA#14-0515.05), (5) single hung windows (NOA#14-1212.03), (2) casement
windows(NOA#15-0406.10), (1)six panel(unglazed) impact French door(FL#11136.2),and(1)impact(glazed
French door(NOA#12-0402.03).
The windows installed into the precast concrete bucked openings have been installed per the onetime NOA
issued under the permit (WS-6-16-1600). The (2) above mentioned doors were installed per their respective
NOA's into typical concrete/masonry openings without precast concrete bucks.
We find that the windows have been installed into the precast concrete openings with the onetime NOA
specified anchor spacing, size, and locations and that the doors/windows without the precast buck condition
have been installed per the their respective product approvals.
The installation is in accordance with the approved plans,NOA's,and the 2014 Florida Building Code.
We hope that you find this information helpful and should you have any questions pleas feel free to call on us.
Respectfully submitted
Specialty E gineering Consultants,Inc.
Gary Mc il', E Spencer Ledgard,EI
Vice President of Engineering Project Engineer
State of Florida:
Registered Professional Engineer: #56214
Certificate of Authorization: #009217
1599 SW 30th Avenue,Suite 20 - Boynton Beach,FL 33426 - Office: 561-752-5440 - Fax:561-752-5542
Page 1 of 1
�-
��� Miami Shores VillageJUN 1 '
Building Department 0
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762.4949
FBC 20'
BUILDING Master Permit No./JA /6 46aa
PERMIT APPLICATION Sub Permit NoA—eV /6
BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION DRENEWAL
PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 29 NW 94 Street
City: Miami Shores County: Miami Dade zip.
Folio/Parcel#:1131010340140 Is the Building Historically Designated) Yes NO
Occupancy Type: Res Load: Construction Type: Flood Zone: BI{E: FFE:
OWNER:Name(Fee Simple Titleholder):Stephen Harper Phone#:805-401-1600
Address:29 NW 94 Street
City: Miami Shores State: FL Zip: 33150
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: Fowler Engineering Contractors Phone#: 954-964-8244
Address: 1400 Village Blvd # 1103
City: West Palm Beach State: FI Zip: 33409
Qualifier Name: Randall Fowler Phone#:
State Certification or Registration#: CGC 1515716 Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: Stat Zip:
Value of Work for this Permit: �� �® Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
D `ription of Work: Replacement of windows and Doors
pr;cast cD oes e e s re U i oLn J n's J Q ori q rt A o Sal Oje 70
eeJ J ►fl ►? r NDA 's 0 .�v. ��n a{�r a Y uo,re d- ®. .A-
Specify color of color thru tile:
Submittal Fee$ Permit Fee$ C✓ W CCF$ CO/CC$
Scanning Fee$ W Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ CQ Bond$ I
TOTAL FEE NOW DUE$ 2 '4'
-CJS
(Revisedo2/24/2014)
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of atl lays regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC.....
OWNER'S AFRDAViT: I certify that all the foregoing Information is accurate and that all work will be done In compliance with aft
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500,the applicant must
promise In good faith that o copy of the notice of commencement and construction filen law brochure will be delivered to the person
whose property is subject to attachment Also,a certified copy of the recorded noise of commencement must be posted at the job site
for the first Inspection whicih occurs seven (7)days after the building permit is Issued. M the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
i
Signature Signature
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
93 day of J U�� ,20 lb by j'h day ofl ' Juyi C/ .20 !� ,by
�l� i�lZi r7 V LA 1 4��1' wh 's ersonally known to ho rJt�I I JtWirwho is personally known to
me or who has produced as me or who has produced )X-
Identification
X-identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBU/C:
f ,
Sig,,:401L �l
h Sign:
Printl Print:
Seal: "ryq NELLY BEHRENTZ Seal: 1ir." 4 NELLY BEHRENTZ
1' S•
:.= Commissian#FF 913994 *: Commission#FF 913994
Expires Aug t 30,X19 Expires August 3Q X19
Bad�dTWTmyF Inmira� 701/ BoidodThuTmyfahhiaeeros8063�7p1/
ss*sssssssssssssss **s*ss***ss*****s*s*ss*a*ss**ss**s s*s*sss*s *ss a�sssssss
APPROVED BY Plans Examiner zoning
1
Structural Review Clerk
(ReviseMJ24f2M4)
r � /
g►!°" y Miami Shores Village
.W Building Department
10050 NE 2nd AVe.
,�►� Miami Shores, FL 33138
305-795-2204/Fax 305-756-8972
NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL
INSPECTOR UNDER THE FLORIDA BUILDING CODE.
I(We)have been retained by Vj C hCV W o,%6t uS, to perform special inspector services under the Florida
Building Code 51h Edition(2014)and Miami Dade County Administrative Code at the °
- i&a % Ci NCu a�� 5tr�J,
project on the below listed structure as of 06 i 1612Ci1�_ (date).I am a register Mi ,S��e,,,
architect/professional engineer licensed in the State of Florida.P4.A--VJ6 fl-�l ii
cPL,rn,-k '* u.— (600)
Process Number:
. 6061
01a
tialInspectorfor Reinforced Masonry,Section 2122.4 of the FBC 5m Edition(2014) eee.mi Dade County Administrative Code,Article II Section 8-22 Special Inspector for e•e ""� goo*:*
•
_Trusses>35 ft.long or 6 ft.high •
...... ee . teeeee
_Steel Framing and Connections welded or bolted
_Soil Compaction 'e e e e• .••' ••••
•ecce• eee• eeeee
Precast Attachments e •
111001`1 plications,Lt.Weight.lnsul.Conc. ...... •
her !x1 ji' ' ��(,Lr ��• :...•. ....e.
•
Note:Only the marked boxes apply. *.so
� •••• •�•e�•
The following individual(s)employed by this firm or me is authorized representative to perform •• •
inspection*
1. SpEnca_C 2.
3. 4.
*Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by
education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a
professional engineer or architect:graduation from an engineering education program in civil or structural engineering;
graduation from an architectural education program;successful completion of the NCEES Fundamentals Examination;
or registration as building inspector or general contractor.
I(we)will notify the Miami Shores Building Department of any changes regarding authorized personnel
performing inspection services.
I(we),understand that a Special Inspector inspection log for each building must be displayed in a
convenient location on the site for reference by the Miami Shores Building Department Inspector. All
mandatory inspections,as required by the Florida Building Code,must be performed by the Miami Shores
Building Department.Inspections performed by the Special Inspector hired by the owner are in addition to
the mandatory inspections performed by the department. Further,upon completion of work under each
Building.Peniliit,1-will submit to the Building Inspector at the time of the final inspection the completed
insPest6it log form an-d a veil ed statement indicating that,to the best of my knowledgeil belief and
prs}croal judgme ttEsc' on of the project outlined above meet the intent of the Florida Building
C6de a!d are;a{�su E"I ccor alae with the approval plans.
Engineer/Architect
` Name Ga"
�i R C
Sighted and Sdt. Print
c PJf,
Dade:` J _/f /� T Address 1!5%
1
MIAMI-DARE COUNTY
epa ment of Regulatory and Economic Resources (RER)
T1
BOARD AND CODE ADMINISTRATION DIVISION
MIAMI'DADE // PRODUCT CONTROL SECTION
x
11805 S.W.26 Street•Room 208
Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
P0 Py
www.miamidade.gov/economv
May 23, 2016 ._a
Mr. Arturo Calderon v llage
Fowler Engineering Contractors, Inc.
4026 N 30''Avenue - n BY DAEE
Hollywood, FL 33020
Re:One Time Approval Application No. 15-2326
Installer: Behar Windows,LLC
Products: Eco Window Systems LLC
Series "Eco-Guard 100" Aluminum Single Hung Window—LAI.,'
Series "Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.I.,
Series "Eco-Guard 500" Aluminum Casement Window—L.M.I. and
Series 11600" Outswing Aluminum French Door—L.M.I.
To be installed at: Stephen Harper Residence,
29 NW 94th Street,
Miami Shores, FL 33150
Dear Mr. Calderon,
We are in receipt of your request dated December 21, 2015, for an expedited review of a One Time
Approval to cover only the alternate installation of window frame over interior existing precast
concrete buck, as shown on drawing detail 3/S3, "Typical Window Buck Section" sheet S3 of 4, for
the above mentioned products. All other products shall be installed as in their original approval
documents and are not part of this One Time Approval.
Doors are not part of this approval
Anchors to be used are 1/4" HWH Elco Ultracons, of sufficient length to provide a 1-3/4"minimum
embedment into the existing precast concrete buck, see sheets S1, S2 and S3 for spacing dimension at
each window and anchor cluster size at each interlock and mullion. See NOA#15-0226.08.
Your request is hereby granted provided:
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N:\SPECPROASPEC15\15-2326_FowlerEngineering_Harper•Residcn*a OT#A.doo • •W•
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Intemet mail address: ••: AML :'•••tloniepage:
mp045r(a-miamidade.gov ' ' trA..miamidade caovleconomy
One-Time Approval#15-2326
Fowler Engineering Contractors,Inc.
May 23,2016
Page 2
1. Maximum Design Pressures of units meet or exceed the Required Pressure that are indicated in
the Table below wherever installation for each specific unit is proposed.
Co
Mark Location Elevation Product NOA# Dim nfiBigo./ns Qty
Required Pressure
SHEET S1
1 Living 2/S1 Series"Eco-Guard 200"Aluminum 14-0317.01 XOX 1 +35.9PSF,
Room Horizontal Rolling Window-L.M.I. 15-0728.05 111 x 63" -39.5 PSF
2 5/Sl Series"Eco-Guard 200"Aluminum 14-0317.01 OX 1 +38.3PSF,
BDRM Horizontal Rolling Window-L.M.I. 15_0728.05 58"x 51" -41.8 PSF
3 1/Sl Series"Eco-Guard 100"Aluminum 14-0317.02 O/X 1 +38.9PSF,
Single Hung Window-L.M.I. 15-0406.12 38" 51" -42.3 PSF
4 4/Sl Series"Eco-Guard 100"Aluminum 14-0317.02 O/X 1 +39.2 PSF,
Bath Single Hung Window-L.M.I. 15-0406.12 38"x 39" -42.6 PSF
5 4/Sl Series"Eco-Guard 100"Aluminum 14-0317.02 O/X 1 +39.2 PSF,
Single Hung Window-L.M.I. 15-0406.12 38"139 -42.6 PSF
6 BDRM 3/Sl Series"Eco-Guard 500"Outswing 13-0206.07 X 1 +38.9 PSF,
Aluminum Casement Window-L.M.I. 15-0406.10 38"x 51" -42.3 PSF
SHEET S2
7 Master 2/S2 Series"Eco-Guard 200"Aluminum 14-0317.01 OX 1 +40.1 PSF,
Bath Horizontal Rolling Window-L.M.I. 15_0728.05 37"x 27" -43.4 PSF
8 4/S2 Series"Eco-Guard 500"Outswing 13-0206.07 X 1 +40.1 PSF,
Aluminum Casement Window-L.M.I. 15-0406.10 37"x 27" -53.6 PSF
9 Master 2/S2 Series"Eco-Guard 200"Aluminum 14-0317.01 OX 1 +40.1 PSF,
BDRM Horizontal Rolling Window-L.M.I. 15-0728.05 37"x 27" -53.6 PSF
10 2/S2 Series"Eco-Guard 200"Aluminum 14-0317.01 OX 1 +40.1 PSF,
Horizontal Rolling Window-L.M.I. 15-0728.05 37"x 27" -43.4 PSF
11 1/S2 Series"Eco-Guard 200"Aluminum 14-0317.01 XOX 1 +36.5 PSF,
DIN RM Horizontal Rolling Window-L.M.I. 15-0728.05 97"X 62" -40.0 PSF
12 1/S2 Series"Eco-Guard 200"Aluminum 14-0317.01 X X 1 +36.5 PSF,
Horizontal Rolling Window-L.M.I. 15-0728.05 97"x 62" -40.0 PSF
13 3/S2 Series"Eco-Guard 100"Aluminum 14-0317.02 O/X 1 +39.2 PSF,
Kitchen Single Hung Window-L.M.I. 15-0406.12 37"x 39" -42.6 PSF
14 3/S2 Series"Eco-Guard 100"Aluminum 14-0317.02 O/X1 +39.2 PSF,
Single Hung Window-L.M.I. 15-0406.12 37"x 39" -42.6 PSF
SHEET$3 . • • •.• ••
15 2/S3 Series"Eco-Guard 200"Aluminum.: :14-0317M I .' OX 1 +39.1 PSF,
DEN Horizontal Rolling Window'W,11 : •4g_QJ2$:A5 .47"x 35" -42.5 PSF
16 1/S3 Series"Eco-Guard 200"Aluminum 14-0317.01QX 1 +38.4 PSF,
Horizontal Rolling Window--L.11t.J. .t5-07:8.05: 74",.x38" -41.9 PSF
2. The building official having jurisdiction aocepts-this approval. **o 0••
N:\SPECPROJ\SPEC15\15-2326-FowlerEngineering-Harper;tesideVncg-,4TQ.c.oc. �••
Intemet mail address: •• :�•�WonJepage:
mp045r(�miamidade.gov 0 0 • • wwuemiamidade.gov/economy
One-Time Approval#15-2326
Fowler Engineering Contractors, Inc.
May 23,2016
Page 3
The following data was reviewed in the process of issuing this letter:
1. Drawings Prepared by "Specialty Engineering Consultants, Inc."
Drawing Drawing Title Date Revision Sheets Signed and sealed
Number Date by:
Client Information: Behar Windows
No Address: 4026 N 301 Ave.Hollywood,FL 05/08/16 None S 1 thru Gary Y.
Number Project Information: Harper Residence 05/12/16 S4 of 4 McDougle, P.E.
Address: 29 NW 94th St., Miami Shores
2. Calculations Prepared by"Specialty Engineering Consultants, Inc."
Calculation Title Pages Date Sealed Signed and sealed by:
Model: Harper 2 12/02/15
Client: Behar Windows 2 05/06/16 Gary Y. McDougle, P.E.
Location: Miami Shores 2 05/12/16
Capacity of 1/4" Ultracon Bending 1 05/12/16 Gary Y. McDougle, P.E.
3. Notice of Acce tance
Notice of Manufacturer Description Approved: Expiring:
Acceptance No.
14-0317.01 Eco Window Systems,LLC Series"Eco-Guard 200"Aluminum 04/10/14 05/27/19
Horizontal Rolling Window—L.M.I.
14-0317.02 Eco Window Systems,LLC Series"Eco-Guard 100"Aluminum 04/10/14 05/27/19
Single Hung Window—L.M.I.
13-0206.07 Eco Window Systems,LLC Series"Eco-Guard 500"Outswing 04/10/14 05/19/21
Aluminum Casement Window—L.M.I.
12-0402.03 Eco Window Systems,LLC Series 600 Aluminum Outswing Doors 07/19/12 03/20/19
—L.M.I.
15-0226.08 Elco Construction Ultracons Concrete and Masonry 05/23/15 01/08/16
Products,Div.of Insfastech Anchors
4. Statements
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4.1 Statement letter of conformance, complyidg:w1t&F23G5t1:Editien (2014), dated December 3,
4n � t.0,,. sued and sealed by Gary Y.2015, issued by Specialty En ineering.�oeo0 " 0
McDougle,P.E.
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N:\SPECPROJ\SPEC15\15-2326_FowlerEngineering_Harper Resiaence OtA.doc
Internet mail address: . Wonbepage:
mP045rCai)_miamidade.aov miamidade.ciov/economy
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One-Time Approval#15-2326
Fowler Engineering Contractors, Inc.
May 23,2016
Page 4
This approval consists of the following documents:
1. This letter.
2. Drawings Prepared by"Specialty Engineering Consultants, Inc."
Drawing Drawing Title Date Revision Sheets Signed and sealed
Number Date by:
Client Information: Behar Windows
NoAddress: 4026 N 30'Ave.Hollywood,FL 05/08/16 None SI thru Gary Y.
Number Project Information: Harper Residence 05/12/16 S4 of 4 McDougle, P.E.
Address: 29 NW 94th St.,Miami Shores
Home Owner: Harper
Address: 29 NW 94th Street
No Miami Shores FL 05/12/16 None 1 Gary
Number Specialty Engineering Consultants,Inc. McDougle, P.E.
Ca aci of/4" Ultracon Bending
Application for building permit shall be accompanied by copies of the following:
1. This complete approval document, as outlined above.
2. Any other documents required by the Building Official or the Florida Building Code (FBQ in
order to properly evaluate the installation of this product.
Wind-borne debris protection (shutters) are not required for the installation of this system.
If you have any questions concerning the above approval,please contact this office.
Sincerely,
)Pduct
el Perez, P.E.
Control Exam e
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N:\SPECPROJ\SPEC15\15-2326 FowlerEngineering_Harper*Resiaence_O'fA.doc 00
Intemet mail address: . . . . Homepage:
my045rAmiamidade.gov 0 %: : Owi4miamidade.gov/economy
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t
CLIENT INFORMATION PROJECT INFORMATION SPECIALLY ENGINEERING
LEGEND E � �
NS�L1A ' Inc
INSPECTOR NOTE:- 1599 SW 30th AVE
BEHAR WINDOWS HARPER RESIDENCE surtE 20
INTERLOCK LOAD AREA STRUCTURE WAS DESIGNED BASED ON THE 4026 N. 30TH AVE 29 NW 94TH STREET i30mr�N BEACH, FL 33426
FBC 2014, AND HOLLYWOOD, FL MIAMI SHORES, FL
JAMB LOAD AREA ASCE 7-10, 175 MPH (3 SEC), EXP. C T RADE — BROYVARD — PALM BEACH
HEAD/SILL LOAD AREA RISK CAT. 2. WINDOW ANCHOR LOADING tk. Fl" ca #oos2n
561 - 752 - 5440 OMCE
561 - 752 - 5542 FAX
HEAD/SILL SPACING ® 9" O.C.
111°
AREA LOADING
' HEAD/SILL SPACING ® 8.5" O.C.
/ 38" MARK HEAD/SILL AREA (SFT) JAMB AREA (SFT) INTERLOCK AREA (SFT)
/ i ci Ol 14.22 11.42 22.8
' o
co
O2 5.84 7.35 7.35
x 11
i' %'//f/! ;' % ' r % O 2.5 10.95 N/A
LOf X
O5.0 5.26 N/A
All
5.0 5.26 N/A
X"
\; 5.0 8.44 N/A
2 WINDOW MARK 1 NTERLOCK LOCATION WINDOW MARK 3
11SCALE: 1/2" = V-0" (7 FASTENERS) S1 SCALE: 1/2" = V-0"
HEAD/SILL SPACING 0 9" O.C.
58" HEAD/SILL SPACING ® 11" O.C.
38"
HEAD/SILL SPACING ® 6" O.C.
-- -
4-Waved as eat! —
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po 00: JUN 14 291I� Mia®i Dade�aatc®
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696064 4669 `aU
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INTERLOCK LOCATION
5 WINDOW MARK 2 (5 FASTENERS) 4 WINDOW MARK 4,5 r3 WINDOW MARK 6 Dae
SCALE: 1/2" = V-0" S1 SCALE: 1/2" = V-0" S1 SCALE: 1/2" = V-0" 4y
S1
S OF 4
" - CLIENT INFORMATION PROJECT INFORMATION SPECIALTY ENGINEERING
LEGEND CONSULTANTS, Inc
INSPECTOR NOTE: 1599 SW 30th AVE
INTERLOCK LOAD AREA STRUCTURE WAS DESIGNED BASED ON THE 4026 N. 30TH AVE 29 NW 94THSTREET20
FBC 2014, AND N BEacH. �.33426
JAMB LOAD AREA ASCE 7-10, 175 MPH (3 SEC), EXP. C HOLLYWOOD, FL MIAMI SHORES, FL DADE - BROWARD - PALM BEACH
HEAD/SILL LOAD AREA RISK CAT. 2. WINDOW ANCHOR LOADING w F" #M17
a
,. ..,..,.,.. 561 - 752 - 5440 OFFICE
561 - 752 - 5542 FAX
HEAD/SILL SPACING 0 9° O.C.
97° AREA LOADING
HEAD/SILL SPACING 0 9° O.C.
37" MARK HEAD/SILL AREA (SFT) JAMB AREA (SFT) INTERLOCK AREA (SFT)
d c3 2.38 2.28 2.28
o
o `.
i /'
4 O8 4.4 2.52 N/A
2.38 2.28 2.28
YLCL
cn CL
m 10 2.38 2.28 2.28
INTERLOCK LOCATION 10.89 10.29 20.58
(2 FASTENERS)
12 10.89 10.29 20.58
INTERLOCK LOCATION 13 4.74 5.26 N/A
(7 FASTENERS)
2 WINDOW MARK 7 9 10 1 WINDOW MARK 11 12 -ST
4 4.74 5.26 N/A
S2 SCALE: 1/2° = 1'-0° 82 SCALE: 1/2° = 1'-0°
HFAl SILL SPACING 0 10° O.C. HEAD/SILL SPACING 0 6° O.C.
••••••
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• • • • • PP as complying P Ying w@th ttse
• •••• V • • i • i FWridsa Raiding Co
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pF.- o NOA#
in ` Miami Dade Predua
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•••••• to •••• • • �+ � '
4 NWINDOW MARK 8 MWINDOW MARK 13 14
S2 SCALE: 1/2° — 1'-0° S2 SCALE. 1/2" — 1'-0° A�
s �o c �
"�<-5'2. ~0F 4
SPECIALLY ENGINEERING
CLIENT INFORMATION PROJECT INFORMATION
LEGEND CONSULTANTS, Inc
INSPECTOR NOTE' NCE 1599 SW 30th AVE
sunE #20
INTERLOCK LOAD AREA STRUCTURE WAS DESIGNED BASED ON THE 4026 NW130TOH AVE 229 NW 94TH STREET
N BM, FL 33426
FBC 2014, AND
JAMB LOAD AREA ASCE 7-10, 175 MPH (3 SEC), EXP. C HOLLYWOOD, FL MIAMI SHORES, FL DARE — BROWARD — PAW BEACH
HEAD/SILL LOAD AREA RISK CAT. 2. WINDOW ANCHOR LOADING@561
F' 19217
— 752 — 5440 OFFICE
561 — 752 -5542 FAX
HEAD/SILL SPACING ® 9" O.C. HEAD/SILL SPACING ® 9" O.C.
47" 74"
AREA LOADING
C3 j; , MARK HEAD/SILL AREA (SFT) JAMB AREA (SFT) INTERLOCK AREA (SFT)
ob
3.83 3.79 3.79
Z \ 16 9.50 5.01 5.01
IL) ¢ ;
CL °-
N
-' NEW IMPACT WINDOW
INTERLOCK LOCATION INTERLOCK LOCATION
(3 FASTENERS) (3 FASTENERS) EXISTING PRECAST CONCRETE
2 WIN DOW MARK 15 1 WINDOW MARK 16 ATT BUCK ("0 EULANCHORS
(SEE ATTACHEDED SPREADSHEET
S3 SCALE 1/2" = 1'-0° S3 SCALE: 1/2° = 1'-0° FOR FASTENING SPACING)
2—Y2" MINIMUM EDGE DISTANCE,
AND 1-3/4" MINIMUM EMBEDMENT
M FLAT HEAD ANCHORS ONLY)
HIGH STRENGTH GROUT FILLER
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' - CLIENT INFORMATION PROJECT INFORMATION SPECIALTY ENGINEERING
CONSULTANTS, Inc
INSPECTOR NOTE: BEHAR WINDOWS HARPER RESIDENCE 1566 SW � AVE
surtE #/20
STRUCTURE WAS DESIGNED BASED ON THE 4026 N. 30TH AVE 29 NW 94TH STREET WWON BEACH, FL 33426
FBC 2014, AND HOLLYWOOD, FL MIAMI SHORES, FL
ASCE 7-10, 175 MPH (3 SEC), EXP. C WE — BROWARO — PAW BEACH
FIL RISK CAT. 2. FLOOR PLAN AND WINDOW �+ 009217
LOCATIONS U561 – 752 – 5440 OFFlCE
561 – 752 – 5542 FAX
2 HORIZONTAL 2 HORIZONTAL
S2 ROLLER S2 ROLLER
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CASEMENT
1 HORIZONTAL HORIZONTAL O S2
S2 ROLLER S2 ROLLER
7 2 HORIZONTAL
S2 ROLLER
SINGLE HUNG S2 12 O
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13 DOOR
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SINGLE HUNG 14
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Home Owner lHarper CAPACITY OF 1/4"ULTRACON BENDING 31.67
Address 129 NW 94th Street
Miami Shores,FL iD
Date 5/12/2016 Specialty Engineering Consultants,Inc.
Window/Door WIDTH HEIGHT Allowable pressure Req'd Wind Interlock Number of Anchors Jamb Load Required Spacing NOA Specified Required Jamb Factor Due Required Spacing NOA Specified Required Head/Sill
MARK Area Jamb S
Area(sit) Product Approval# see NOA Pressure,see talc's Required at of Anchors at Fastening Head/Sill Load Area To No Sill of Anchors at Remarks
SGD,mull (in) (in) + sf sf + sf 0Load Area Interlocks PSI Interlock Jamb pacing spacing Anchoring Head/Sill Head Spacing Fastening Spacing
1 HR 111.0 63.0 48.56 14-0515.05 67 119 35.9 39.5 22.80 4 7 11.42 8.85 10.00 10.00 14.22 1.00 13 9.0 9.0 -Additional anchor required
2 HR 58.0 51.0 20.54 14-0515.05 67 119 38.3 41.8 7.35 2 5 7.35 10.52 10.00 10.00 5.84 1.00 15 9.0 9.0 NOA specifed anchor spadng
3 SH 38.0 51.0 .13.48 14-1212.03 75 141.1 38.9 42.3 0.00 0 10.95 6.97 10.50 6.50 2.50 0.50 11 8.5 8.5 Additional anchors required
4 SH 38.0 39.0 10.29 14-1212.03 75 141.1 39.2 42.6 0.00 0 5.26 11.02 10.50 10.50 5.00 0.50 6 8.5 6.0 Additional anchor regluired
5 SH 38.0 1 39.0 10.29 14-1212.03 75 141.1 39.2 42.6 0.00 1 0 5.26 11.02 10.60 10.50 5.00 0.50 6 8.5 6.0 Additional anchors required
6 CAS 38.0 51.0 13.46 15-0406.10 70 75 38.9 42.3 0.00 0 8.44 9.04 10.50 9.00 5.00 1.00 11 12.0 11.0 Additional anchors required
7 HR 37.0 27.0 6.94 14-0515.05 100 100 40.1 43.4 2.28 2 2 2.28 17.26 10.00 10.00 2.38 1.00 23 9.0 9.0 NOA spedfed anchor spacing
8 CAS 37.0 27.0 6.94 15-0406.10 70 75 40.1 53.6 0.00 0 2.52 12.65 10.50 10.50 4.40 1.00 10 12.0 10.0 Addltbnal anchor required
9 HR 37.0 27.0 6.94 14-0515.05 67 119 40.1 53.6 2.28 2 2 2.28 13.99 10.00 10.00 2.36 1.00 18 9.0 9.0 NOA spedfod anchor spacing
10 HR 37.0 27.0 6.94 14-0515.05 67 119 40.1 43.4 2.28 2 2 2.28 17.26 10.00 10.00 2.36 1.00 23 9.0 9.0 NOA specifed anchor spacing
11 HR 97.0 62.0 41.76 14-0515.05 67 119 36.5 40.0 20.58 4 7 10.29 9.53 10.00 9.50 10.89 1.00 14 9.0 9.0 Additional anchor required
12 HR 97.0 62.0 1 41.76 14-0515.05 67 119 36.5 40.0 20.58 4 1 7 10.29 9.531 10.00 9.50 10.89 1.00 14 9.0 9.0 Additional anchors required
13 SH 37.0 39.0 10.02 14 1212.03 75 141.1 39.2 42.6 0.00 0 5.26 11.021 10.50 10.50 4.74 0.50 6 8.5 6.0 Addtlonal anchor required
14 SH 37.0 39.0 1 10.02 14-1212.03 75 141.1 39.2 42.6 0.00 0 5.26 11.02 10.50 10.50 4.74 0.50 6 8.5 6.0 Additional anchor required
15 HR 47.0 35.0 11.42 14-0515.05 87 119 39.1 42.5 3.79 2 3 3.79 13.76 10.00 10.00 3.83 1.00 18 9.0 9.0 NOA s anchor spadng
16 HR 74.0 38.0 19.53 14-0515.05 67 119 38.4 41.9 5.01 2 3 5.01 11.481 10.00 10.00 9.50 1.00 12 9.0 9.0 NOA specifed ctrichor spacing
NOTES
1 Anchors shall be 1/4" Ultracon concrete anchors by Elco.
2 1-3/4'minimum embedment Into concrete substrate 2 1/2'edge distance and 1 1/2"minimum spacing.
3 Interlock anchors to be installed within 1"of and on either side of interlock,spaced 1 1/2"apart.
4 Contact this engineer with any discrepancies.
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Miami shores Village AV(C-193i
Building Department logo nil
10050 N.E.2nd Avenue
Miami Shores, Florida 33138 L�'FtiOy�
Tel: (305) 795.2204 `° 3r =T �tORtDA
Fax: (305) 756.8972w
�-vii
4 �
June 16, 2016
Permit No: 16-1647
Building Critique
1. Provide fully executed notice of employment as special inspector for the installation
of the windows and doors approved by Miami Dade County product control section
under one-time approval number 15-2326.
Ismael Naranjo
Building Official
Plan review is not complete, when all items above are corrected, we will do a complete
plan review.
If any sheets are voided, remove them from the plans and replace with new revised
sheets and include one set of voided sheets in the re-submittal drawings.
ASN rnSD Miami Shores Village
dm� Building Department
.. y 10050 NE 2nd Ave.
F RiA Miami Shores, FL 33138
305-795-2204/Fax 305-756-8972
NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL
INSPECTOR UNDER THE FLORIDA BUILDING CODE.
I(We)have been retained by to perform special inspector services under the Florida
Building Code 5th Edition(2014)and Miami Dade County Administrative Code at the
project on the below listed structure as of (date). I am a registered
architect/professional engineer licensed in the State of Florida.
Process Number:LIZ L12 a LAL
_Sp al Inspector for Reinforced Masonry,Section 2122.4 of the FBC 5th Edition(2014)
C�"liami Dade County Administrative Code,Article II Section B-22 Special Inspector for
Trusses>35 ft.long or 6 ft.high
Steel Framing and Connections welded or bolted
Soil Compaction
Precast Attachments
Roofigg Applications,Lt.Weight. Insul.Conc.
her a/d
Note: Only the marked boxes apply.
The following individual(s)employed by this firm or me is authorized representative to perform
inspection*
1. 2.
3. 4.
*Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by
education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a
professional engineer or architect:graduation from an engineering education program in civil or structural engineering;
graduation from an architectural education program;successful completion of the NCEES Fundamentals Examination;
or registration as building inspector or general contractor.
I(we)will notify the Miami Shores Building Department of any changes regarding authorized personnel
performing inspection services.
I(we),understand that a Special Inspector inspection log for each building must be displayed in a
convenient location on the site for reference by the Miami Shores Building Department Inspector. All
mandatory inspections,as required by the Florida Building Code,must be performed by the Miami Shores
Building Department.Inspections performed by the Special Inspector hired by the owner are in addition to
the mandatory inspections performed by the department. Further,upon completion of work under each
Building Permit,I will submit to the Building Inspector at the time of the final inspection the completed
inspection log form and a sealed statement indicating that,to the best of my knowledge,belief and
professional judgment those portions of the project outlined above meet the intent of the Florida Building
Code and are in substantial accordance with the approval plans.
Engineer/Architect
Name
Signed and Sealed Print
Date: Address