WS-17-2071 Miami Shores Village XT✓r 3 t ��lft�t,y "u
g S. 10050 N.E.2nd Avenue NE
.., �;. WO*C#a�I Win:��or Rep a ment
Miami Shores,FL 33138-0000
Phone: (305)795 2204 Permit Status.-APPROVED
�YORTOA Expiration: 13/2018
issue taste:8/17/2017 p�
Project Address Parcel Number Applicant
1096 NE 97 Street 1132050170180
Miami Shores, FL 33138-2556 Block: Lot: DANIEL JIMENEZ
Owner Information Address Phone Cell
DANIEL JIMENEZ 1096 97 Street (650)996-8767
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone Valuation: $ 2,826.25
PRESTIGE WINDOWS&DOORS (305)820-5999
Total Sq Feet: 20
Type of Work:REPLACEMENT OF 1 DOOR Available Inspections:
No of Openings:1 Inspection Type:
Additional Info: Window Door Attachment
Classification:Residential Final
Scanning:3 Review Building
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $1.80
Invoice# WS-8-17-64895
DBPR Fee $2.00 08/17/2017 Check#:2183 $77.80 $50.00
DCA Fee $2.00
Education Surcharge $0.60 08/17/2017 Check#:2182 $50.00 $0.00
Permit Fee $110.00
Scanning Fee $9.00
Technology Fee $2.40
Total: $127.80
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Futhermor I authorize the above-named contractor to do the work stated.
August 17, 2017
Authorized Signature: w e nt / Contractor / Agent Date
Building Department Copy
August 17, 2017 1
Aug. 8. 2017 9:44AM Prestige Window & Doors No. 0549 P. 1
Miami Shores Village RECEIVED
Building Department AUG 1 '7 017
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER.,(305)762-4949
s-
FBC 201y
BUILDING Master Permit No.
PERMIT APPLICATION Stub Permit No.
ME BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING [JMECHANICAL QPUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOBADDRESS: 1096 NE 97th St
City: Miami Shores County: Miami Dade zip:
Follo/Parcel#: 11-3205-017-0180 Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood zone: 8FE: FFE:
OWNER:Name(Fee Simple Titleholder):Daniel Jimenez & Sheba KUmbhani Phone#:C&`n)c�-S7&,V
Address:1096 NE 97th St
city: Miami Shores State: Florida Zip: 33138
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: Prestige Windows & boors Phone#: 305-820-5999
Address: 5500 NW 161st st
city: Miami Gardens State: Florida Zip; 33014
Qualifier Name: Cristina Scavuzzo Phone#: 305-820-5999
State Certification or Registration#: C13C1251687 Certificate of Competency#-
DESIGNER:Architect/Engineer: Engineering Express Phone#:
Address;160 SW 12th st Suite 106 city. Deerfiled Beach State: FI Zip: 33442
Value of Work for this Permit:$.2,826.25 Square/Linear Footage of Work: 20
Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition
Description of Work: Replacement of 1 door
Specify color of color thru tile:
Submittal Fee$ Permit Fee$ I 1 C)' CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews S Bond$
TOTAL FEE NOW DUE$ 1 ��
(Revlsed02/24/2014)
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. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not approved and a reins n fee will be charged.
Signature Signature
OWNE E CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
i1��� day of 20 �� by day of 20 I by
�Y 1�� YA YV1 (h Ylh who is personally known to l_,�°► l YIGIyL�j.�C�,who is,Personally known to
me or who has produced 1�)L— as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sig4-: , Sign:PriPrint:
T ILY E "' """' TAILY E VAZ
.���4 ��O''i
Seal: ?.° �'� Commission#GG 43437 Seal 3:• `�@
=e * ,* �= Commission#GG 43437
My Commission Expires P@�' My Commission Expires
Octob®r 31, 2020 �9;;;a� October 31, 2020
Illlpl\\\ ery 1\N
#Ik lk lk lk lk lk lk lk lkffiIk Ik Ik lk lk lk lk*Ik lk lk lk lk#*$*$Ile Ik lk Ile lk qe*ffi>fe lle lk lk$Ik lk lk lk lk*Ik lk lk&Ik lk$Ik lk lk ele lkglk lk lk lk lk lk lk lk lk lk lk lk lk lk Ne lk lk lk lk lk*Ik lk lk lk lk lk lk lk lk lk lk lk lk lk lk lk lk lk lk lk lk lk
APPROVED BY d� Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
C,/V CA �S co,v u
-Z L4 L
i
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305)795.2204 OR A
Fax: (305)756.8972
Inspection requirements for:
Windows, Doors, Skylights or Fixed Glass (cladding) Permits
Upon issuance of permits for the scope of work involving the removal,changing and/or
replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding)
the permit holder or qualifier bearing his signature on the permit application shall abide
by the requirements of this department and comply with the following statement:
Upon obtaining window and/or door permits for the installation of same, it is the
responsibility of the permit holder to request window/door framing in-progress
inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims,
etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The
purpose for this inspection, is for the verification of conformance with Product
Approval (NOA).
Acknowledgement:
aier weer Sig a Date Print Name
s
1
i
I
i
i
i
Property Search Application- Miami-Dade County Page 1 of 2
GFRCE OF 7HE PROE,PHT
VAPPRAN, ER
` Mu
Summary Report
Generated On:8/17/2017
Property Information i
Folio: 11-3205-017-0180
Property Address:
1096 NE 97 ST ',
Miami Shores,FL 33138-2556
i
DANIEL ENRIQUE JIMENEZ
Owner SHEBA R KUMBHANI
1096 NE 97 ST ,�� `
Mailing Address MIAMI SHORES,FL 33138 USA �� �
PA Primary Zone 1400 SGL FAMILY-3001-3250 SQ
� 3 �
Primary Land Use
0101 RESIDENTIAL-SINGLE I
FAMILY: 1 UNITz
Beds/Baths/Half 3/2/0
f
Floors 1 � q
Living Units 1
Actual Area 2,224 Sq.Ft
Living Area 1,970 Sq.Ft
Taxable Value Information
Adjusted Area 1,998 Sq.Ft
Lot Size 7,950 Sq.Ft 2017 2016 2015
Year Built 1947 County
Exemption Value $50,000 $50,000 $50,000
Assessment Information Taxable Value 1 $280,450 $273,6541 $271,405
Year 2017 2016 2015 School Board
Land Value $286,036 $266,033 $242,697 Exemption Value $25,000 $25,000 $25,000
Building Value $167,233 $168,581 $169,930 Taxable Value $305,450 $298,654 $296,405
XF Value $0 $0 $0 City
Market Value $453,269 $434,614 $412,627 Exemption Value $50,000 $50,000 $50,000
Assessed Value $330,450 $323,654 $321,405 Taxable Value 1 $280,450 $273,654 $271,405
Regional
Benefits Information Exemption Value $50,000 $50,000 $50,000
Benefit Type 2017 2016 2015 Taxable Value $280,450 $273,654 $271,405
Save Our Homes Assessment
Cap Reduction $122,819 $110,960 $91,222 Sales Information
Homestead Exemption $25,000 $25,000 $25,000 previous Price O Page
Book- Qualification Description
Second Homestead Exemption $25,000 $25,000 $25,000 -
03/08/2017 $630,000 30454 Qual by exam of deed
Note:Not all benefits are applicable to all Taxable Values(i.e.County, 2213
School Board,City,Regional). 27175-
01/15/2010 $420,000 4163 Qual by exam of deed
Short Legal Description 20036-
10/01/2001 $265,000 0146 Sales which are qualified
REV PL MIAMI SHORES SEC 8
PB 43-51 03/01/1992 $0 00000- Sales which are disqualified as a result
00000 of examination of the deed
LOT 6 BLK 181
LOT SIZE 75.000 X 106
OR 20036-0146 10 2001 1
The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser
and Miami-Dade Countv assumes no liabilitv.see full disclaimer and User Agreement at hftr)://wvAv.miamidade.00v/info/disclaimer.aSD
http://www.miamidade.gov/propertysearch/ 8/17/2017
Job Name:
E Jimenez Residence
F! RE S
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1-41-6/43-8.21
Note: -only repLwing front door
-afl other openlings not shown are eiWing to remain
. . ... . . . ..
.. .. . . . .. .. ..
08/17/2016-11:11 am RECEPTION V:\Projects\2014-MPSVI00 Wind Charts\Reference\00-MPS14.400 Series MC(CuRent)Off d • • • • •
Sth ED. FLORIDA BUILDING CODE (2014) & AsclE•1'•1-b9-"ASD WIND VELOCITY = 175 MPH MRH <_ 60'
DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85
INTERIOR ZONE 4 PRESSURES EXTERIOR IGNE16PRESS RES •: •; "• ENCLOSED STRUCTURE,FLAT TERRAIN
Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESI`N RRESSUR6S(PSF)-ZONE S. . IDIS I RUC I IONS FOR TABLE USE:
Roof Tributary Area(Sq Ft) - Roof •TA butiity Area(Sq Ft• • •• A TABLES ARE INTENDED TO QEPICFTHE'WORST CASE'PRESSURES.'WORST CASE'IS
Heigh[ 10 15 20 25 30 3 - _40 -" 50.` ..eight 10 15 20 25 0 _ 35_ •40_• 45 50•• DRFINED AS THE CRITICAL COOI mowOF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW.
_ _ USE OF CRITICAL CO DITIODLS REQ FOR U E1N1TH THESE TABLES.
0-15 ft -43.4 -42.4 -41.6 -41.1 -40.6 .2I - ._ 3 •3 �,:0-15 ft -53.6 -51.5 50.0 -48.9 -47.9 -47.1 -46.4 -a5.8 -45.2 2.TABLES VALID OJLI( tD�FGS F -ROOF HEIGHT AS LIMITED ABOVE.
+40.1 +39.0 +38.2 +37.7 +37.Z +3 .8 .+.3fi. S �:i +40.1 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 3 TABLES VALID FQR- L R APPLICABLE REDUCTIONS FOR ROOF SLOPES
LESS THAN 10°SH B�ERFO BP GINEER ASA SITE SPECIFIC CONDITION.
16 ft -44.0 -43.0 -42.2 -41.6 -41.1 .7 #.l -3 8 16 ft -54.4 -52.2 -50.7 -49.6 -4816 047.7 -47.0..46.4 4V69 .4,IDENTIFY THE B L{{��I AVE E OOF HEIGHT.IF THE MEAN ROOF HEIGHT
+40.6 +39.5 +38.8 +38.2 +37.7 +3.3-t3. +36.6 6 +40.6 +39.5 +38.8 + +3�7 R37. 6.9a+ .6 +6.4 • CANNOT BE IDENTIFI DJ.'US'• PEAK R IGHT.
44.6 -43.5 -42.8 -42.2 -01.7 -41.3 9-- - :3 -55.1 -52.9 -51.4 -50. -4�2 j48.4 j7.C�X47.0 -46.5 5.ALWAYS ROUND �OF11. 6, 71f9LE VALUE OR CONSERVATIVE ASSUMPTION.
17 ft - 17 ft S CALCULATE THE TRIG TYtRY�f �THE OPENING IN QUESTION(HEIGHT*WIDTH)OR
+41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4- +36.8 +41.1 +40.0 +39.3 +38.7 +3M 437.9 017.4•+3>7.1 +36.8 TRE SPAN LENGTH(HEIGHT)MUL BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS
-45.1 -44.0 -43.3 -42.7 -42.2 -41.8 -41.4 -4111 -40.8 -55.7 -53.5 -52.0 -5. -49.8 -48.9 -48.2 -47.6 ,0 •THAN ONE-THIRD THE SPAN LENGTH(HEIGHT°/3).USE THE AREA BETWEEN STRUCTURAL
l8ft +41.6 +40.5 +39.7 +39.1 +38.6 +38,2 +37.9 +37.5 +37.3 18 ft +41.6 +40.5 +39.7 +39.1 +38.6 +38,2 +37.9 +37.5 +37.3 OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY
AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL
-45.7 -44.6 -43.8 -43.2 -42.7 -42.2 -41.9 -41.5 -41.3 -56.4 -54.1 -52.6 -51.4 -50.4 -49.5 -48.8 -48.1 -47.6 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER
19ft 19 ft TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE.
+42.1 +41.0 +40.2 +39.6 +39.1 +38,7 +38,3 +38.0 +37.7 +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 7.IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER
46.2 -45.0 -44.2 -43.6 -43.1 -42.7 -42.3 -42.0 -41.7 -STO -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 -48.7 -48.1 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE
20 ft +42.6 +41.4 +40.6 +40,0 +39.5 +39.1 +38.7 +38.4 +38.1 20 ft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE.
_ -09 2 -48 6 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL
21 ft -`I6.6 -45.5 -44.7 -44.1 -43.6 -43.1 -42.8 -42.4 -42.1 21 ft -57.6 -55.3 -53.7 -52.4__-51.4 -50A ---a9.fl_--_. MUNICIPALITY IN ACCORDANCE WITH CODE.
+43.0 +41.9 +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 +43.0 +41.9 +41.1 -+39 "5 +39:1- 8 +38.5 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A
22 ft -47.1 -45.9 -45.1 -44.5 -44.0 -43.6 -43.2 -42.8 -42.6 22 k •58.1 -55.8 -54.2 -5.p .3 .6 -49.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
+43.4 +42.3 +41.5 +40,8 +40.3,+39.9 +39.5 +39.2 +38.9 +43.4 +42.3 +41.5 :8 9:" 39.2 +38.9 GENERAL NOTES'
-47.5 -46.4 -45.6 -04.9 -44.4 -44.0 -43.6 -43.3 -43.0 -58.7 -56.4 -54.7 -5.5 - }5 -5 - 8 �.�0.1 -49.5 1.TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN
23 k +43.8 +42.7 +41.8 +41.2 +40.7 +40.3 +39.9 +39.5 +39.2 23 h +43.8 +42.7 +41.8 +4.2-+_0. +40.3 34.5 +39.2 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE
48.0 -46.8 -46.0 -45.3 44.8 44.4 44.0 43.6 43.3 -59.2 -56.9 -55.2 -53 - .9 5.2 - :2 -O.fi -50.0 CRITERIA AS OUTLINED HEREIN.
24 ft +44.2 +43.1 +42.2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 24 ft +44.2 +43.1 +42.2 +41.6 +41.1 +40.2 +39.9 +39.6 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND
EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY
-48.4 -47.2 -46.4 -45.7 -45.2 -44.7 -44.4 -44.0 -43.7 -59.7 -57.4 -55.7 -54A -53.3 -52.5 -51.7 -51.0 -50.4 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES
25 ft +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 25 ft +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE
WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH
26 ft -48.8 -47.6 -46.8 -46.1 -45.6 -45.1 -44.7 -44.4 -44.1 26 ft -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51.4 -50.8 LOCAL BUILDING DEPARTMENT.HVHZ-HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR
+45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 WALLS AND VERTICAL SURFACES ONLY.
49.2 -45.0 -47.1 -46.5 -45.9 -45.5 -45.1 -44.7 -44.4 -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY
VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E.
27 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 27 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED.
-49.5 -48.3 -47.5 -46.8 -46.3 -45.8 -45.4 -45.1- -44.8 -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 USE OF THESE TABLES AND COR PONDING WIND VELOCITY,EXPOSURE,AND OTHER
28 ft --_28 ft COEFFICIENTS LISTED-HEREI-N HALL�E-DICTATED AND VERIFIED BY THE GOVERNING
+45.7--+44.-S +43.6 +43.0 +42.4 +a.O +4I: .2 +4Y5 - +45.7 +44.5 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 BUILDING DEPARTME - DP LDER. WARRANTY FOR APPLICABILITY OF TABLE
-49.9 -48.7 -47.8 47.2 -46.6 .2 -1 -61.6 -59.2 -57.5 -56.1 •55.0 •54.1 -53.3 -52.6 -52.0 VALUE USE IS OFFER
29 ft 29ft S.THIS SPECIFICA ON I5 T R ANY PRODUCT APPROVED
+46.0 +44.8 +43.9 +43.3 +42.7 +4t.3 tAI. �. +46.0 +44.8 +43.9 +43.3 M2.7 +42.3 +41.9 +41.5 +41.2 CERTIFICATION. RE RY-OJIRA MITfED TEST CRITERIA AND OTHER
�.7 -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 APPROVALS FOR DE G TION F -MATION AND APPLICABILITY OF THESE TABLE
50.3 -49.0 -48.2 -47.5 -47.0 -4 S R
30 k +46.3 +45.1 +44,3 +43.6 +43.0 +4.6 +42: +41.8 7 \ 30ft ,4.46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +41.5 VALUES WHICH IST B V by 0 IN;ACCORDANCE WITH GOVERNING CODES.
_ 6.ADHERE TO ALL _ _ RD *STEM ORDINANCES.
32 k -51.0 -49.7 -48.8 -48.2 -47.6 -47 ` "B2 ft -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 7,NO CERTIFICATION RED-_F E I RITY OF THE HOST STRUCTURE.
+47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42. 2.1 +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 8.EXCEPT AS EXPRESSLY PROVIDE EIN,NO ADDITIONAL CERTIFICATIONS OR
35ft -51.9 -50.7 -49.8 -49.1 -48.5 -48.0 -47.6 -47.2 -46.9 35ft •64'1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54.1 AFFIRMATIONS ARE INTENDED.
+47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF
-53.4 -52.1 -51.2 -50.5 -49.9 -49.4 -49.0 -48.6 -48.3 -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT
ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44,1 DIMENSION OR 3FT(im).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN
AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF
-54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 -49.8 -49.5 -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0
45 ft 45 ft a a EAVE HEIGHT
+50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 ROOF
-56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 -69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 HEIGHT
soft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 50 ft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 O
•57.1 -55.7 -S4.7 -54.0 -53.4 -52.8 -52.4 -52.0 -51.6 -70.5 -67.7 -65.8 -64.2 -63.0 -61.9in
.5 I ® I (�,
55k 55ft 5 5 ® a
+52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 .1
-58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 -71.8 -69.0 -67.0 -65A -64.1 -63.1 .6 �Q
60ft +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 60ft +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 .o WALL ZONE FIGURES ISOMETRIC
y � REMARKS GSS CHKD DATE 5TH ED. FLORIDA BUILDING CODE tb<
ENGINEERING g ��
O R VISSUE GSS TSB 03/05/12 o MM
m 3 � REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 201,q, EXPRESS® z O
REV 2014FBC DGM TSB O6/10/15 z
_ ASCE 7-10 CHAPTER 30 oaPo-TE OFFICE: °z P_
z m 160 SW 12th AVENUE, SUITE 106 m D
FA DESIGN LOADS FOR COMPONENTS&CLADDING
z MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 o r
N O THIS DOCUMENT IS THE PROPERTY OF ENGNEERWG EXPRESS. P:(954)354-0660 F:(954)354.0443 i A -
ANDSHALLNOTBEREPRODUCEDINWHOLEORPARTWITHOUT 7 i CERT OF AUTH#9885 m
f..�. WRUTENCONSENTOFENGINEERINGEX%$S.ALTERATIONS, ASCE / J.O E:HELLO@ENGINEERINGE)(PRESS.COM p F-L
FT
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® PERMITTED AND INVALIDATEOUR CERRFICATION. ENGINEERINGEXPRESS.COM `
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BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map,I Links I Search I
F�rida
y r =�a Product Approval
USER:Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL16708-R5
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Idamath Falls, OR 97601
(800) 535-3936
fbcl@jeld-wen.com
Authorized Signature Kaede McLaughlin
fbcl@jeld-wen.com
Technical Representative JELD-WEN Corporate Customer Service •0.0
Address/Phone/Email 3737 Lakeport Blvd. 00000•
Idamath Falls,OR 97601 . • • •••
(800) 535-3936 •• • •• • •
customerserviceagents@jeld-wen.com•••••• •••• •••• •
000.•
0• • • •
0000••
Quality Assurance Representative 0000 • • • •
0000••
Address/Phone/Em •ail ••••• • *0:000
00.00• ••• • 0000•
Category Exterior Doors •
•• •• •• 0000••
•
Subcategory Swinging Exterior Door Assemblies 000000 • •
• • •
• • • • 0000••
•
0000••
Compliance Method Evaluation Report from a Florida Registe:ed P40!41tect of a Licensed Floug•a
Professional Engineer •• • 000 • • •
Evaluation Report- Hardcopy Received •
Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E.
Evaluation Report
Florida License PE-73778
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 01/01/2018
Validated By Locke Bowden
d Validation Checklist- Hardcopy Received
Certificate of Independence FL16708 R5 COI COI JW SS 2015-04-27,01'
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/26/2016
Date Validated 08/26/2016
Date Pending FBC Approval 09/01/2016
Date Approved 10/13/2016
Summary of Products
FL# Model,Number or Name Description
16708.1 Design Pro/Smooth Pro Fiberglass Single(X)Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0 Inswing
and Outswing
Limits of Use Installation Instructions
Approved for use In HVHZ:Yes FL16708 R5 II A010871A X.OPO SS 2016-08-26.odf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other: FL16708 R5 AE PER4437 X OPO SS 2016-08-26.odf
Created by Independent Third Party:Yes
16708.2 Design Pro/Smooth Pro Fiberglass Single (X) Impact Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Inswing
and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R5 II A010872A X.GLZ SS 2016-08-26.Ddf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E.73778
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL16708 R5 AE PER4438 X GLZ SS 2016-08-26.odf
Created by Independent Third Party: Yes
16708.3 Design Pro/Smooth Pro Fiberglass Double(XX) Impact Opaque Door 6-0 x 6-8 and 6-0 x 8-0 Inswing
and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R5 II A010873A XX.OPO SS 2016-0 8 6.odf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 • •
Impact Resistant:Yes Created by Independent Third Party: Yes •••• ....•
Design Pressure: N/A Evaluation Reports 0000 ; •• • ••
Other: FL16708 R5 AE PER4439 XX OPP,SS 2016.08-4. df •
Created by Independent Th1rs'P ?E 7: Yes 00000
906060
16708.4 Design Pro/Srrooth Pro Fiberglass Double(XX)Impact Glazed D"6b x 6-8 Tg.jQ j 8-0 Inswing
and Outswing 00000 • •••••
Limits of Use Installation Instructions 000000 ••• • •••••
Approved for use in HVHZ:Yes FL16708 R5 II A010874A X&•GkZ%S 2016-08-2r.Zdf •••••
Approved for use outside HVHZ:Yes Verified By: Hermes F. NoreJ F, 3778 • ••
Impact Resistant:Yes Created by Independent Third arty: Yes •
Design Pressure: N/A Evaluation Reports • • :•••:• •: ••
Other: FL16708 RS AE PER4440 XX GLZ6S 2016-48-26.r)df •
Created by Independent Th%VIrt:Yes ••0 • ;• ••
16708.5 Design Pro/Smooth Pro Fiberglass Single with sidelite(s) (X,O/O,X/O,X,O)Impact Opaque Door 9-0
x 6-8 and 9-0 x 8-0 Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R5 II A010875A OXO.OX OPO SS 2016-08-26.odf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E.73778
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL16708 R5 AE PER4441 OXO OPO SS 2016-08-26.odf
Created by Independent Third Party: Yes
16708.6 Design Pro/Smooth Pro Fiberglass Single with sidelite(s) (X,O/O,X/O,X,O) Impact Glazed Door 9-0 x
6-8 and 9-0 x 8-0 Inswing and Outswing
Limits of Use Installation Instructions
Approved for use In HVHZ:Yes FL16708 R5 II A010876A OXO.OX GLZ SS 2016-08-26.adf
Approved for use outside HVHZ:Yes Verged By: Hermes F. Norero, P.E. 73778
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other: FL16708 RS AE PER4442 OXO GLZ SS 2016-08-26.odf
Created by Independent Third Party: Yes
16708.7 Design Pro/Smooth Pro Fiberglass Double with sidelite(s) (XX,O/O,XX/O,XX,O)Impact Opaque Door
12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R5 II A010877A OXXO.OXX OPO SS 2016-08-26.Ddf
Approved for use outside HVHZ:Yes Verified By: Henries F. Norero, P.E.73778
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other: FL16708 RS AE PER4443 OXXO OPO SS 2016-08-26.odf
Created by Independent Third Party: Yes
16708.8 Design Pro/Smooth Pro Fiberglass Double with sidel'ite(s) (XX,O/O,XX/O,XX,O)Impact Glazed Door
PREPARED BY:
TELB EN° n
BUILDING DROPS,INC.
V W I N D O W S & D-00-Rs 396E60.NUE3aO16W0 5ft9]8
371/2°MAX. 0AMAB"XKn93660
f.—OA WIDTH Px:169gs9vane
vac pudPw.oss
DESIGN-PRO/SMOOTH PRO FULL LITE 1/2'MAX s <21
IMPACT APPROVED °�`""°�" �
6 1 Il 1 z" Z1-- m�N
FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) L to
s a
1 \ v W J
6 1a
GENERALNOTES• \ 6 $p io mo a O Q Z W
'14 rLi%o to . z '�,�= s F t O W
L THE PRODUCT SHOWN HEREIN 1S DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA = 1 6 O m w s ® S o Q Q f]
BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: a 9 a Z q s ACTIVE 3 w Z +
• TAS.201-94
•
TAS 202-94 z C6 LL s ACTIVE z s z a Q °
• LLI
TAS 203A4
•� 5 ® s S O i O C J a r
O
aa�5 C S s"
Z. ADEQUACY OF THE EXLSTING STRUCTURAL CONCRETE/MASONRY OR 7X FRAMING AS A MAIN WIND FORCE O N �
RESISTING SYSTEM CAPABLE OF WITHSTANDING'AND TRANSFERRING APPLIED PRODUCT'LOADS TO THE 2a
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF / W a
INSTALLATION. C
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
A SPECIFIC SITE IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED 3 4 s e e e s a s sL89
6NREMARKS 8 DATE
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL-PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS a 4 a 4 4 a 4 a a 4 a a a a
DOCUMENT. dADA ,MPtady RarRuatt GL JYiJ14
n TYP.ELEVATION 1
n NP,ELEVATION 2
4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT vxmm�mma y.'°.°0°61 add GUH"`u'm° Ls 4A6
RESISTANCE
S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAILS.
6. 66nsuusor666/PRrp�wr19mtta6°n3r
9nnlah'vnmw I'CIOOtl018W IGNC(66CP3.IK
FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BUNDS BETWEEN RDlM OK eNi offa ge36naA
DECORATIVE,AND EXTERNAL WROUGHT IRON AND RADIUS(SHAPED)LITES
mammammn 6manen•6ewvwmna m
H-497 SILL
WATER
TION AT WATER TEST
URE
OF 9.75 PSF.
7
REMAININGSISILLS NOT RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION R QUIRES THAT `,```,1t{SITIF.IllO
PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY � �
OVERHANG SUCH THAT OVERHANG(OH)RATIO-OH LENGTH+OH HEIGHT IS 21.0 ,pO
NOTE: ,,��Z` i
DOORS SHOWN ABOVE MAY BE LEFT
OR RIGHT HAND OPERATING DOORS. IIT , •3 Tt
'Lu
TABLE OF CONTENTS ��i Tq
6Awanl'' G �
SHEET REVISION SHEET DESCRIPTION
1 e. TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES •4 ••• • • • • • •• rveu'
2 B TYPICAL ANCHOR LAYOUTS AND NOTES e • ••• • • • • • DW984 signed by Hermes F.Nomm.P
•• • • • • ••• • Rang=I am appmvi g gds dap:merd
3 B OPTIONAL 2X BUCK ANCHORING DETAILS • • • •
Date:2lHB.gB2818:14:Gi-04'DV
4 B VERTICALASSEMBUES
..• •• • • • •• MAX�� DESIGN PRESSURE(PSF) MISSILE DATE: 02:05.14
5 B HORIZONTALASSEMBUES CONFIGURATION HEIGHT INSWING OUTSWING IMPACTRATING DWG. Y: CHK Y:
6 B GLAZING DETAILS POS. NEG. POS. NEG.
GL/Tim SS/MSS
SCALE:
NTS
7 B WOOD SUBSTRATES • • • • X• • •3'Ib° 6'-B° 65"6 656 65es 65° LMI&SMI
B B CONCRETE SUBSTRATES • • • •' • X INLDIU9► • 65"s 656 65 65 1A71&SMI DWG- A010872A
9 B COMPONENTS&BILL OF MATERIALS ••• �' ••• • X • !'-0° B'-0° 50A 50 50A 50 LMI&SNIT SHEET: OF10
10 B COMPONENTS A:SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. �I
B:DESIGN PRESSURE LIMITED TO+/-SO PSF WITH USE OF GU HARDWARE,ITEM#7.7 1
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
INSTALLATION NOTES: PREPARED BY:
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. Q
2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE BUILDING DROPS,INC.
SHIM STACK TO BEI/4INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE 399EDARWeEMIBLVD,5f =
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. OAMA BEACK FL 3M
371/2"MAX. PR WAI39J .
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO OA WIDTH FA%MS4)'46R1d8
STUCCO,FOAM,BRICK VENEER,AND SIDING. 3" wee:.w l adm 4NOP+mmy1
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL C2 CZ 3"TYP W
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS. a i
ZI
oo
5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR 10 to O W Z --
JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE oc> Z ga..
SHELL OF BLOCK, CT C
6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK O Q m LL
CONCRETE/MASONRYCONSTRUCTION. to is I. O
u g7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE m'""' � � p d
FOLLOWING PROPERTIES:
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. Z / ® u 2 0
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. Z a LD U
C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH ],�i,O W w W Z
OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 03
PSI. J
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH
OF 2000 PSI. }}U
B. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR a d
F—
LOCATIONS,EDGE DISTANCES,EMBEDMENTS.AND SHIM SPACING.
9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR IAMB AS LONG AS MINIMUM REMARKS BY DATEd ADA sM MP Inds,Radhn Lt GL /23/1
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. A2 A2
_" ANCHOR LAYOUT Add GU Had— Lc 24/16
ANCHORTABLE
6'8"DOORS 8.0"DOORS umsxAuewsseEvaooucmmwxm[wenar
wmiart wwmn�r w swaem Dews.me
anen>roxs,AvmlroM,ws,axxmy w mwa
ANCHOR MIN. MIN.
SIZE EMBEDMENT DISTANDISTANCEEDGE ro'�ma "� MOTtlFD'"0
ANCHOR TYPE SUBSTRATE MAIL O.C. MAX.O.C. /Llilll
�JAMBSACING AT SPACING AT `` %11S F. 111/
NOTE: \� ��• O2X WOOD
NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY.
R ���lV�,.• yF.P��i
WOOD SCREW #10 OFRAMING 1-1/2• 3/4" 17-1/2• 17.1/a" , • o s
7
TTW TAPCON 3/16• CONCRETE/CMU 1-1/4' 2-1/2' 17-1/2• 17.1/4'
CONC.
ELCO ULTRACON 1/4" CONCRETE/CMU 1.3/B'- 1° 17.1/2• 17-1/a• :pQ• C T pP.�•�<(/�`�
1-1/4'-CMU �i sJMsra�' \
Tf6Y TAPCON 3/16' CONCRETE/CMU 1-1/4° 1' 10" 14-318' —�• `
•• ••• • • • • • ••
82 2-A9X21/2'PF8 • •• • • • • •
SCREWS • •• • • • • ••• •
DETAIL 02 • • • • • • • • •
2-99 X 2 J(L•PFH TYP.HOPPE/GU • 000 •• • • • •• DATE: 02.05.14
PFH SCREWS MULTI-POINT SHOOT BOLT DWG. Y: CCHKC. Y: C
• PLATE LOCATON TAM SS MSS
DETAIL B2 (RH PLATE SHOWN) ••• • 000 • • SCALE: NTS
TVP.HOPPE/GU 1-BOTTOM SHOOT 02 • • • • • • • • DWG.#:A010872A
MULTI-POINT SHOOT BOLT BOLT PLATE
PLATE LOCATION • • • • • • • •
•• • •• • • • • SHEET: OF 10
SILL SECTION VIEW C HEAD SECTION VIEW• • ••• • • •
nmwaaD•Iow�aneiauoosmeRAa Dar�wasRowx•marmulDsomae /
m mYAum to ocraao2 L
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
PREPARED BY:
BUILDING DROPS,INC.
339EM 8[A[HBWD.,M334/
WM UACR.FL 33006
M'(%4)33a U
FA'R54I144A13a
41/2"TYP. 41/2"TYP. 4VFR:....w3®°3emn.ma,
1 1/2°OFFSET
j J >mg
J CIC
��
I g a�
m �a 54/
yt N� 3
Z_
4� z W4/
00
0 0 Z
0
m
REMARKS BY DATE
Ndd ADA sill,IAP lock,Radius LL GL /23/1
aTYP.ANCHOR LAYOUT Add GU Na d— 124/16
zx w4/a mAcmr/ww6m
4smsw.umra6aDnmDuaomsvxrnLwvnsr
wm lart wwnw rro¢m OF auumm Osms.ec
4LTFVAIa>b.401a1NtS,nrlalmDa�O.osomFn
raamm�oroiemorxuavwrnse wOr vFnv nsuaw
smn
11/4"MIN.EMBED TYP. ,,`,`,111�I111T�,'''
z �� SES F.
SEE TABLE 2X BUCK ANCHOR TABLE ���Qj�.•'• ;�� ���
O We
0
G
O O 7
6'B"DOORS rV DOORS
Z 2i ANCHOR MIN. MIN.EDGE MIN.CENTER
ANCHOR TYPE SUBSTRATE DIST.TO TO CENTER
m g
SIZE EMBEDMENT SUBSTRATE DISTANCE MAX.O.C. MAX.O.C. ., P`.�•kI�
SPACING AT SPACING AT
a o ZX WOOD BUCK 2X WOOD BUCK INSTALL JAMBS JAMBS -AF•••C°6 `a�•'G\�,`�C
ANCHOR PER BUCK ANCHOR TABLE ITW TAPCON J/4° CONCRETE/CMU 1.1/4" 2-1/2° 4° 25° 34/1/4° Fay,
2l(WOOD BUCK INSTALL 2X WOOD BUCK INSTALL •••ELS4iCOfY •'lea° cCNc Mu i3u4° CMU 1° a° zs 301/4/°
aoscx6laY 6.1ww •
• •• • • • • ••• •
•• ••. •. • • • •• DATE: 02.05.14
NOTES: DWG. Y: CHK. Y:
1. 2X BUCK IS NOT FOR INSTALLATION AT SILL G L J M SS MSS
. ... . ..•. . .
2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. • • • • • • • SCALE: NTS
• . DWG.K:A010872A
• • . •
• •• • •• • • • • SHEET: OF 10
3
. . . . . . . . . .
. .. .. . . . .. ..
... . . . ... . .
PREPARED 6Y:
BUILDING DROPS,INC.
ase c waw eras UW,M M
FAX(M)7"AM
•\'\\ 11 w1e:v..AusmnamoP.�
11 �
WTERIOR EXTERIOR ERTERIOR �. WIFRKIR
4 WTERI•R EXTERIOR L.
w gild.
¢ m
1 OPERABLE HEAD 3�OPERABLE SILL OPERABLE SILL Q
4
OUTSWING SHOWN-INSWING SIMILAR 4, INSWING 4 OUTSWING
ENDURA ZAIL4S6SF AFCO J-2297 C7
w Lu
o j
11
REMARKS BY DATE
EXTENOR 1NTERTOA ADA stll,MP Lock,Ra&m Lt GL /23/14
INTERIOR EXTERIOR 7 WIERIOp DRERIOA
10 / / Add GU Hwdf LS /24/36
cq
O
aM15H4LLaWf BE1M V.MGtE W MZ—WW
WII110Ur WNIIEN f01'®1!D<BUeOPG OAOPa,MG
a11FPI11GP6,rtm1�15,1RiWIGMlpgwollEP
R1ag10C3 TO llaa 00�INENt ABE aror ffNblIFD aEm
5 OPERABLE ADA SILL OPERABLE SILL7� OPERABLE SILL `
4 INSWING/OUTSWING4 INSWING 4 OUTSWING ♦♦♦,♦��s F LIIO��',,
ENDURA HCISM AFCO A-276/P-21)00 OPTIONAL AFCO H-497 :,♦♦���•„ �0,'i
Po
TC T F o
�QT P ;•Hutu;
B 9 • } • QITER108 • •• aws aaYkl
WTEAlOA EXTENOp • • t • •
*I DATE: 02.05.14
DWG. Y: CHK. Y:
GL JM SSSS
• • ••• • • SCALE:
NT
g OPERABLE SILL g�0 BLPSIeL ; i : ; DWG-#:A010872A
4
OPTIONAL AFCO A-117 •QPTIOf.ENDU Ns BMS:l4 • ••• • • SHEET: OF10
• 4
••• • • • ••• • •
PREPARED BY:
HINGE SCHEDULE HINGE DETAILATIAMB: Q
DOOR HEIGHT UANTITY
PLACE 69 X 2-1/2°PFH SCREW NEXT TO WEATHERSTRIP
Q
BUILDING DROPS,INC.
6'-8° 3 ® 3sae Dawn eFaa mow.,srF.a3e
oaavAeFaa.FLamoa
FAX(95i)]G4.a]38
WE&�aw.WOtlingd�oW.mm
3-68 X 11/2°PFH
1-REINFORCEMENT
1 SHOOT STRIP $
19
18 1 \ ~ �0 x
\\� / �Q Lu �g
4 m g
IMENOR "WOR
xac
y W FQ _
1-69X2-1/2°PHILLIPS pQ Vt/)� W m
/ \ FLATHEAD WOOD SCREWol
Q
\' \' 3-69X3/4"PHIWPS Z—
FLATHEAD WOOD SCREWS 2_
Z o
EXTENOR EKTERI0� 0 ZU' 0 � °o
4.69 PHILLIPS FLATHEAD WOOD SCREWS W
17 USE 3/4°LENGTH FOR 6'-8"DOORS Q 0 s
USE 1"LENGTH FOR 8'-0°DOORS =
LOCK JAMB HINGE JAMB GU MULTI-POINT LOCK
5 OUTSWINGSHOWN-INSWING SIMILAR 5 OUTSWINGSHOWN-INSWING SIMILAR 5 TOP/BOTTOM REINF.PLATE-ACTIVEPANEL ONLY
REMARKS BY DATE
ADA 01,MP lark.Rseka Lt GL na
PE
13-98
13 68 X 13/8°PFH(6'•8°UNITS) Add GU Llard— O 4/36
9.69%13/4°PFH HOPPE 15-68 X 13/8°PFH(8'-0°UNITS)
3-68 X 2'PFH COMES W/HARDWARE
8-69 X 2 1/2"PFH W/HARDWARE W/STRIKE HARDWARE GU
W/STRIKE HARDWARE (6'-8°&V-0°UNITS) 1-MPL STRIKE PLATE 12-68 X 11/2°PFH(6'-8°UNITS) ums+aueo]ac�vsaawauwwxmcaavaxr
�vmrour warrrx meSFar m sunmm ortws,mic
4 MPL STRIKE PLATES GU 14-68 X 11/2°PFH(8'-0"UNITS) 4-68%13/8°PFH mwmrecsronm^ "�naz�L nmawa
2-69XRD PFH 21 1-REINFORCEMENT PLATE o rz
W/STRIKE HARDWARE o 11111111111",
20 HOPPE 625122%
DOENOR FXTENOR o � �5 F
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INTERIM o IMENOR � �ij��••• p'•°�����
11 • 1 ••: : : . . . : ...
. .. . . . . ... .
4 MULTI—POINT LOCK JAMB MULTI FAlULOCK "' HOPPE MULTI—POINT LOCK DATE: 02.05.14
5 OUTSWINGSHOWN-INSWING SIMILAR 5 OUTSWINGSHOWN-INSWING SIMILAR 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DWG. Y: CHK. Y:
ROCKWELL HARDWARE HOPPE/GU HARDWARE G , J M SS MSS
. ... . ... . . SCALE: NTS
• • • . : • DWG.6:A010872A
•. • •• • • • • SHEET: OF10
5
• • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
PREPARED BY:
BUILDING DROPS,INC.
ave a Dawn sena MW,M M
oH:(vsRlee%sua
FAC I9%IIOF.RIie
W E6:+raw.W PAngdrapscom
0 66Ps�R $ryq�
4 0 'n W Q
1'MAIL .AIRSPACE 1'MAIL 1/2'AIRSPACE
J.
Mme' 1/2'AIRSPACE
1'MA7f. 1/2'AIRSPACE 0 a Q 6
INTERIOR EKFERIOR INFERIOR BOERIOR INTERIOR DMOR INTERIOR E7RWR m
1/8`ANNEALED GLASS 1/8"ANNEALED GLASS 1/8'ANNEALED GLASS 1/8'ANNEALED GLASS O 4 N FF��44
0.090"SOLUTIA PVB INTERLA z 0.090"SOWTTA PVB INTERLAYER z 0.040"SOLUTIA PVB INTERLAYER 0.090'SGP INTERLAYER
1/8'TEMPERED GLASS f m 1/8'TEMPERED GLASS f 1/8"TEMPERED GLASS ? BY DUPONT 2 Q W o
DOW 1199 SILICONE N °' ✓„I N C)
f 5 1/8"TEMPERED GLASS � ?
DOW 995 SILICONE m DOW 995 SILICONE 3 i
DOW 995 SIUCONE DOW 995 SILICONE
zz za zs 2a
REDI-SEAL REDI-SEAL DOW g95 SILICONE
DOW 1199 SILICONE REMARKS BY DATE
1 6'-8" GLAZING DETAI �8'-0" GLAZING DETAIL FLUSH GLAZE DETAIL GLAZING DETAIL --'-,-p
GU " �` '�"
201/2-MAX.D.L.O.WIDTH 6 201/2"MAX.D.L.O.WIDTH 6 23 7/8"MAX.D.L.O.W=H 6 FOR OVAL,SUNBURST,AND ROUND TOPS add ge `S 2
621/2"MAX.D.L.O.HEIGHT 781/2"MAX.D.L.O.HEIGHT 78 7/B"MAX.D.L.O.HEIGHT IN B'8°UNITS AT DP+/-55 PSF ONLY
Aw151 W L l�T BE AfD�LID M ItlIC4[m PARI
- TWMIMCMfWFOf eUROMG eRWS.aC
NlEPATRLK aRMbM;,ICJ RGHIrt¢i.OH OIHFR
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FRPeI'M EIe
•• ••• • • • • • ••
NOTE: • • • • • is • • • A
FRAC IOMAL GLAM&JANCUIBRIG INTIRNAL6RIM 131.11131.1111%IDATE: 02.05.14
BETWEEN GLASS,DECORATIVE,EXTERNAL WROUGHT IRON DWG. Y: CHK. Y:
AND RADIUS ARE APPROVED IN ALL GLAZING DETAILS SHOWN ABOVE, G J M SK. MSS
• ••• . 0:0 . . SCALE: NTS
• • • • DwG.a:A010872A
• •• • •• • • • • SHEET: OF10
••• • ••• • • •
6
. . . . . . . . . .
. .. .. . . . .. ..
... . . . ... . .
PREPARED BY:
2X WOOD BUCK /Q�
BUILDING DROPS,INC.
weena.
MIN. _ 1�e waw eras FL 3M »e
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EDGE DIST. W WOOD ANCHOR11 °
SEE TABLE SHEET 2 SEE TABLE ON SHEET 2M.
unre:r...m4w�amPsmm
SILICONE
W W N
w 2X WOOD BUCK
z� %Q �o N
W
Mme' a2X WOOD BUCK O a OC n
WOOD ANCHOR SHIMO IQ. P "'x
SEE TABLE ON SHEET 2 MIN.EMBED. C m
SEE TABLE SHEET 2 O a :3
kn
HEAD (TYPICAL) 2 JAMB TYPICAL 3 OPERABLE SILL a
a� p
O °
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OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING-NO ANCHOR REQUIRED O °
ENDURAZAIL4565F Q ?ya
SILICONE
Wi
SILICONE SILICONE
REMARKS BY DATE
2X WOOD BUCK 2X WOOD BUCK ADA$RI,MP Lock Radhn Lt. GL /23/14
Add GU H-i— LS /24/16
2X WOOD BUCK
aasuumoreLo wwxmrwva>r
4 OPERABLE SILL 6 OPERABLE SILL OPERABLE SILL aa---
w,eaa�s.,omu»a eoewmarroywonan
7 OUTSWING-NO ANCHOR REQUIRED7 INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED `S�HS111 JJ J J J�
AFCO J-2297 AFCO A-276/P-2000 AFCO H-497
F,PO�l:
p'$ T T :W
SILICONE Sir'
ILICONE SILICONE
• • • ••
2X WOOD BUCK • *000 BUCK 2X WOOD BUCK
• •• • • • •
• • • ••• •
•• 000 •• • • • •• DATE: 02.05.14
DWG. Y: CHK. Y:
rV OPERABLE SILL � OPERABLE SILL � OPERABLE ADA SILL G JM ss Mss
7
OUTSWING-NOANCHOR REQUIRED 7 OUTSWINGINCt ORREQUIi!E& • INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS
AFCO A-117 ENaURA456SF • • • ENDURA HCI50oo oWG.a:A010872A
• •• • •• • • • • SHEET: OF 10
ELD OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW 000
• ••• • • •
SECTION OF HEAD OR IAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • 0
PREPARED BY:
MIN. I X WOOD 81 ICK
BUILDING DROPS,INC.
EDGE DIST. (OPTIONAL) SILICONE ME°A�A�AO1 um—
SEE TABLE SHEET �,'�_ ".q, Dam MCK FL 3a
In
N 11 �>a
FAX Issa)]4aQ]1a
CONCRETE ANCHOR 0 wFa.•e�.yuvemHemP,co.,
SEE TABLE ON SHEET 2
CONCRETE/ \ � Z
J MASONRY
i BY OTHERS /, CONCRETE/ O o N
. E> MASONRY O to r
NIuj
X WOOD BUCK ?.� BY OTHERS C> g
(OPTIONAL) F-
0.25"MAX 0 y H
c uxi � .n. �.�—MAX. O Q m `^7
SHIM �j Y
SEE TABLE ON SHEET 2)NCRETE ANCHOR
CONCRETE/MASONRY BY OTHERS \y
MIN.EMBED. Lu
EE TABLE SHEET 2 4 yrj
1 AD TYPICAL / MMB TYPICAL 3 OPERABLE SILL N Z '
8 OUTSWING3H INSWINGSIMtLAR 8 OUTSWI HOWN-INSWING SIM 8 INSWING-NO ANCHOR REQUIRED O O
ETIDURA7JUL456SF U o
SILICONE
SILICONE SILICONE
REMARKS BY1 DATE
_ ADANB,MP Lock,RW=LE GL /14
rA
a a 'G a A .G a a Add GU Hardw LS 4/16
O. O. O
CONCRETE/ CONCRETE/ CONCRETE/
MASONRY MASONRY MASONRY
BY OTHERS BY OTHERS BY OTHERS
Na)SIWLMPr aEAFPoOpKIDW1NWlE0a FAPT
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OPERABLE SILL J� OPERABLE SILL rT� OPERABLE SILL
OUTSW W G-NO ANCHOR REQUIRED $ INSWING-NO ANCHOR REQUIRED $ OUTSWING-NO ANCHOR REQUIRED ,,0��3 S F.11
AFCO J-2297 AFCO A-276/P-2000 AFCO H-497
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Y: K. Y:
OUTSWING-NOANCHOR REQUIRED8 OUTSWING-NOANCHOR REQUIRED $ UTSWING/INSWING-NO ANCHOR REQUIRED GL JM SS MSS
AFCO A-117 • •oFMDURA ZOBb*Cfr•• • • ENDURA HOS000 ADA SCALE: NTS
0 :• • • • • DwG.s:AO10872A
• •• • •• • • • • SHEET: OF 10
OPTIONALLY,ANCHOR CAN BE PIACED IN NARROW ••• • 000 • • •
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. (�[j
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • 0
LD
BILL OF MATERIALS PREPARBY:
w
ITEM# DESCRIPTION MATERIAL Q
FINGER-JOINTED PINE
SOLID PINE O FRAME HEAD/JAMBS O ENDURA ZAIL4565F BUILDING DROPS,INC.
1 FRAME HEAD/IAMBS VARIES,SEE BOM AT LEFT THRESHOLD �EawwmACKFL WWa s�
LAMINATED
VENEERLUMBJ_ I
vx:lssal3m-aAra
COMPOSITE F-1wEa:.A.. d.w+mm
2 (NOT USED)
3 (NOT USED) - T—I 4.563° 4•51' W
4 ENDURA ZAIL4565F THRESHOLD - LuLL
o
5 AFCO J-2297 THRESHOLD - a j g
6 AFCO A-276/P-2000 THRESHOLD - =a LL "q—. :
7 AFCO H-497 THRESHOLD
0¢ J
a AFCOA117THRESHoIo 5 AFCO 1-2297 O AFCO A-276/P-2000 h Q m x
9 ENDURA ZOBL4565F THRESHOLD - THRESHOLD THRESHOLD a Z
10 ENDURA HCI5000 ADA THRESHOLD
11 WEATHERSTRIP URETHANE FOAM& .I y H W
POLYETHYLENE I W Z
Lu
12 NON-COMPRESSION SHIM(0.25°MAX THX) COMPOSITE J_f'� I I Z o
f ----II o
13 (NOT USED/ 5.62° 4.ST
14 (NOT USED) - C)
1S #30 WOOD INSTALLATION SCREW W/11/2°MIN.EMBEDMENT STEEL U
16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL REMARKS BY DATE
kdd ADA sm,MP Lock Radice u. GL
17 BUTT HINGE(SEE SCHEDULE SHEETS) STEEL AFCO
O AFCOH-497THRESHOLD O AFCO A-117 THRESHOLD Add GURaA+.,a<e Is 4
18 KWIKSET LOCK SERIES 400 STEELn6
19 KWIKSET DEADBOLT SERIES 780 STEEL
2ROCKWELL MULTI-POINT TONGUE LATCH#73228768 6.8 UNUNITumvuueroracw wxouwv ar
0 .i wmaurwamex mxssurweunmwmros,az
ROCKWELL MULTI-POINT TONGUE LATCH#732287808-0 UNIT STEEL
anmimxs,AomnoH;,acwmimr oaon
21 HOPPE MUU-POINT HARDWARE HLS90W STEEL 4.62" °I 4.58" enAama�TOlMeoocuwxrA�emrreemneoAem
c ary aw mm
,111111111////
22 ODL LTTE KIT(LMI) 6063-T6 ALUMINUM ♦♦♦♦`ES F.
23 FLUSH GLAZING LEG FIBERGLASS `♦♦♦�Q.�.. �(. �i0�
24 ODL UPUTE KIT(RADIUS UTES) PC ABS Z: • °°,pQ ��
25 HOPPE MUU-POINT HEAD SHOOT BOLT PLATE LH#8784091 STEEL
26 HOPPE MUU-POINT HEAD SHOOT BOLT PLATE RH#8783923 STEEL
27 GUSENRYS-80LTMULTI POINT STEEL O ENDURAZOBL4565F O ENDURA HC15000 ADA
9 THRESHOLD 10 THRESHOLD ���F ,Ee' „ C9♦♦♦
• •• • • • CC•••- • S,Op•
••' ••: '•: `• ��° DATE: 02.05.14
DWG. Y: CHK.
G JM SS MSS
• ••• • ••• • • SCALE: NTS
• DWG.#:A010872A
• •• • •• • • • • SHEET: OF10
••• • ••• • • •
9
. .. .. . . . .. ..
el PREPARED BY:
BUILDING DROPS,INC.
SzeLo a mw,s ase
DARw SE at FL 3M
20 ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK 27 GU SECURY S-BOLT MULTI POINT FAX FA IRee13e 4
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W/SILL SHOOT BOLT PLATE#2098911 W ....mmmreamw—
A
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00 HANDLEHEIGHT LW`J
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n
i8 p+ e e Yq'YIN` 1 O po ^•^'• 0 I REMARKS BY DATE
HANDLE �m a nm HANDLE ® ADA sUl,MPLock RadlmLt GL /23/14
HEIGHT HEIGHT Add GU Hard— tsW24/lb
e
i a
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e ao e e Oi umsenumm eEwwxaswvaar
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,fig• • • • • • • • •
---I 1.65°•I— • •• • • • • •
• •• • • • • ••• •
f• 000 •• • • • •• DATE: 02.05.14
DWG. Y: CHK. Y:
GL JM SS MSS
.
0:9 . .•. • . SCALE: NTS
• • • • DWG.9:A010872A
• •• • •• • • • • SHEET: OF10
10
. . . . . . . . . .
. .. .. . . . .. ..
... . . . ... . .