REV-16-2733 Miami Shores Village C IVFD
Building Department OCT 1 2016
10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY:
5 795-2204 Fax:(305)756-8972
10 LINE P 305)762-4949
FBC 2014
BUILDING t r Permit No. WS -5-16-' 135G
PERMIT APPLICATION - b Permit No. Ikv 10- %--Z-733
F-1 BUILDING ❑ ELECTRIC ❑ ROOFING ,REVISION ❑ EXTENSION [-]RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP
E
// CONTRACTOR DRAWINGS
JOB ADDRESS: lO� G q N q G ST RIFEilT
City: Miami Shores County: Miami Dade Zip: 33 13th
Folio/Parcel#: 1 r_-sznG0 A?1 &io Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: T Flood Zone: BFE: l FFE:
OWNER:Name(Fee Simple Titleholder): 30NF1'T-14r-)-N TFLDM� 7N Phone#: 08G)99Z-0331j
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 valueex eding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law broch a will be deliv ed to the person
whose property is subject to attachment. Also,a certified copy of the recorded notice of commence ent must be p ted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of suc posted notice, the
inspection will not be approved and a reinspectio fee will be charged.
Signature Signature
or NT CONTRACTOR
The foregoing instr was cknowledged before me this Th�e1foregging instrum wa acknowledged before me this
�—day 0f 20 by r day of - 20 by
Y s onally no VQ P- s personally known
me or who has pr Lid as me or who has produced as
identification and ld take o identification and who did take an oath.
NOTARY P C: NOTARY 7
LIC:
Si n: Sign .
Print: r Print:
Se hiotary Public State of Florida �(I a?J� 0 Seal:
a4 Pilar Labiate �,y Public Stets of Florida
My Cos sol/2
w� 17 gg8148 ,f Pilar Labiate
OdExpires0l/23l2017
My Commute EE 888148
APPROVED BY Plans Examiner Zoning
J/A' /Z�
Structural Review Clerk
(Revised02/24/2014)
CITY
ISI
REVIS1 .
ST. CONC. TIE BEAM
A 6 gal
x8" UNTEL WITH 2 # 5
2 B TTOM
M I R A
0 p y D E S 1 G N
BUIL D, 114 C.
DRILL 6" DEEP HOLES AND I,—„oRr.IES777,--T
FILL WITH EPDXY CEMENT
30= ze.
zo C-100 OR EQUALGROUT TO "m
RECEIVE #5 D7MAS�ONR
�VED
SHOWN
36 MIM. CT 2016 Z Z
LAP O_
IST. NOTE W ~
MA ONRY EXIST. REINF. O U •
L
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2 O0
NE OOR
OP ING
6"x8" CONC. FILL WITH 1 #
5 VERTICAL
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Q � f
w I Olga V.Cordero,P.E.
1 r1Iru otu rel Ena Ina er,
36 DIA . peE No 8888LL 2
v -
7220 SIN 3-8th TerreaeLAP MI Miami, 1
33155
Ij!
TEL38F282-3800� S FAX:30
82-388y � — NOTE *IBevlot02�el.oem
—DRILL 6"
DEEP HOLES AND REVISION:
7 � 4
'�, _ FILL WITH EPDXY•CEMENT. ..
Co J C-100 OR UALGRtWT:TV :
RECEIVE #5.DOV%S: dS:.:
® . z SHOWN
36" MAX.
9 DATE• SCALE:
j T 11 y� /� •�• �q b8/11/1 AS SHOWN
C l !1 i �. O — r� EXIST. CONG. r•OO I INF ••• • 40:19 DRAVtlN BY• CHECKED BY
�j [ • •• • • • • • :
--
-- DOOR OPENING MODIFICATION •
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• • ••• • . CONCF PT TO COMPLETION
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D E S I G N
BUIL D, 1 N C.
EXIST. CONC. TIE BEAM NOTES
MIHMI ay.E3.F EDF 3306
(TO REMAIN)
DETAIL IS PROVIDED TO AMEND WALL 5P 5 3
a
NEW CONC. LINTEL WITH OPENING TO PROPER DIMENSIONS FOR `
A 2 #5 BOTTOM NEW DOOR TO BE INSTALLED.
_ (D Z
!. 11in ®PROVIDE 6"x8" FILL CONCRETE AT SIDE go
CLEAR AND TOP OF OPENING AS DETAILED W
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PROVIDE x42" MIN LONG DOWEL Q
® #5 (MIN) 0
Li—
SECTION
.
EMBEDDED INTO EXISTING CONC. TIE BEAM —
2 SECTION AND FOOTING 00
N.T.S. 00 g
PROVIDE #412" (MIN) STANDARD HOOK
EMBEDDED INTO EXISTING MASONRY.
#412" STANDARD HOOK ®ALL NEW CONCRETE AND GROUT TO
EMBEDDED INTO ATTAIN A MIN COMPRESSIVE STRENGTH a a
MASONRY CELL FILLED IN fb-3000 psi AT 28 DAYS. ALL —
611 GROUT. REINFORCING STEEL TO BE NEW HIGH v
STRENGTH BILLET DEFORMED STEEL GRADE Olga V.Cordaro,P.E.
6 0 Structural Engin eel,
V P . E . No 88882
7220 SW 38th Terrace
• M I e m I F I 3 3 1 8 8
TE L:308-282-3800
FA X:306.282-3878
olgevicto rle@aol.aom
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REVISION:
1#5 VERT. .. ... . . . . ..
• . . • • • • , I � I�O
• . . . . .
B SECTION •. •: : : : : :•; •
2 •• ••• •• • • • •••
N.T.S.
FEb8111/1 AASLEgIiOWN
••• •:• ••• ••• • 006 DRAWN BY• CHECKED BY
• •• • • • • •
or
• •• •• • • • ••
••• • • • ••• • •� CONCEPT TO COM Pt.FTION
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1 t
MIAMI- AIDE MJAMI-DADS COUNTY
e PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DMSIOn T(786)315-2590 F(786)315-2599
OTICE EPTANCE (NOA) "inr.miamidade.tov/eeonomv
LECO Windows Systems,LLC
14 N.W.106"'Street,
dle ,FL 33178 •
SCOPE: ; �•� : 00000 P
This NOA is being issued under the applicable rules and regulations governing the use of constructiyo.n matcl'fals!.The ••
documentation submitted has been reviewed and accepted by Miami-Dade County PERA-PSD.*�ptt tontrolVeMon ••••
to be used in Miami Dade County and other areas where allowed by the Authority Having Jurl4eition(AHJ).' ;.•••
This NOA shall not be valid after the expiration date stated below.The Miami-Dade CountyWepet Conga}Eeetion
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) resernAigright tp have this 0000
product or material tested for quality assurance purposes. If this product or material fails to►p&farin in toe t4epted
*00000
manner,the manufacturer will incur the expense of such testing and the AHJ may immediM**0wvclke,mc4lify, or
a •
suspend the use of such product or material within their jurisdiction. PERA reser sk- he.right to revoke this �,,,;•
acceptance, if it is determined by Miami-Dade County Product Control Section that this-pmd;:obor orator falls to.._ _ •
meet the requirements of the applicable building code. - •• : *000 ••:•••
This product is approved as described herein,and has been designed to comply with the Fin-idu Build°ng.G-9de,: •
including the Hig '
DESCRIPTION�Series 600 Aluminum Outswing Doors-L.M.I. _
APPROVAL DOCUMENT:Drawing No.W - ev , eries 600 Alum Ouse w�rg Entrance'Door
(L-M.I.)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dLted 02113/12_-and`last
revised on SEP 04,2015,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control
Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product
Control Section.
MISSILE IMPACT RATIN Large and Small Missile Impact Resistant
Limitation:
1. See Single or Double Door Design Pressure(DP)ratingsin sheet 2. e Single or Double Door DP ratings with
sidelites(w/wo Reinforcement)and Standalone Single sidelite rating in sheet 3.The max door leaf width shall
not to exceed 37".See locking options I &2 in sheet 7_1.
2. Laminated glass types G 1 and G2 are limited to.090"Kurarary's Butacite PVB and glass type G3 is limited to
Insulated laminated glass w/.090"Solutia interlayer.
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and
following statement: "Miami-Dade County Product Control Approved",noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TL+'RNIJENATION of this NQA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,
for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any
section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be
done in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#12-0402.03 and consists of this page I and evidence pages E-1,as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I.Chanda,P.E.
ffiP_ADE COUNTI NOA:No. -0603.13Expiration Date: 20,2019Approval Date15,2015
la eI
T
ECO Windows Systems,LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections(see below)
2. Drawing No.W12-08 Rev C,titled"Series 600 Alum Outswing Entrance Door(L.M.1.)",sheets 1 through
9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on SEP 04,
2015,signed and sealed by Javad Ahmad,P.E. 0 0
' • • 0606 0000 +
B. TESTS(submitted under file#12-0402.03) '00 : see*
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 ***:*o
2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94so V*04
+
3)Water Resistance Test,per FBC,TAS 202-94 •"
0000..
0000 • +o++
4)Large Missile Impact Test per FBC,TAS 201-94
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94..'..' ;•••••
6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 0000..
along with marked-up drawings and installation diagram of an aluminum Outs Ai o Ftench J--or= ..
prepared by Hurricane Engineering&Testing,Inc.,Test Report No. .'. •
HETI-12-3357,HETI-12-3358,HETI-12-40039 HETI-12-4003 and HETI-K.4029dated,01:?r4- - '
26/12,all signed and sealed by Rafael E. Droz-Seda,P.E. so
Note:The above referenced test reports have been revised by an addendum letter-dated hine 29,2012: -
issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafac'_E.hroz-Seda,-P. E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with-FBC-2014(54"Edition),
prepared by Al Farooq Corporation,dated June 02,2015,signed and seal-Kb,-Javad-Ahmad,P-E.
2. Glazing complies w/ASTMS-1300-02,-04&-09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America,Inc. (Former E.I.DuPont
DeNemours&Co.,Inc.for the"Butacite®PVB interlayer", expiring on 12/11/16.
2. Notice of Acceptance No. 12--1231.10 issued to Eastman Chemical Company(MA)(former
Solutia,Inc.)for the"Saflex: Saflex Clear&Color glass interlayer",expiring on 05/21/16.
3. XL Edge seal System 201 SS spacer by Cardinal IG.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014(5(1 Edition)and letter of no financial interest,
prepared by Al Farooq Corporation,dated 06/02/15,signed and sealed by Javad Ahmad,P.E.
2. Addendum letter dated June 29,2012,issued by Hurricane Engineering&Testing,Inc.,signed and
sealed by Rafael E.Droz-Seda,P. E.
3. Lab compliance as part of the above referenced test report.
G. OTHER
1. This NOA revises NOA#12-0402.03,expiring 03/20/19.
2. Test proposal,dated 10/14/11 and 02-21-12 approved by PERA.
haq I.Chanda,P.E.
Product Control Examiner
o.15-0603.13
=Approval
te: March 20,2019
: October 15,2015
zJ-1
1/8"HEAT ST ' GLASS 3/16"HEAT STREN'D.CLASS
REND. At
--auto ct PVI- 090'Interlayer
BulaNts PVB -- N
/ By'Kuraroy America, Inc.' By'Kuraray America, Inc.' Z 3
/ 1/8-HEAT STREN'D.CLASS J/16-HEAT STREN'D.CLASS
a
SILICONE SILICONE a
DOW CORNING 899 40W CCIRFBNC 899 + u
'� 28 28 aY
/0
s
5 NO BLOCKS AT LAM. CLASS
OD.FOR WIDTHS EXCEEDING 38'ONLY, Qi
CH CI42M BEAD LEG TO rl
CLABS_'IYPE ,G1,
GTASS_ CLEAR BLOCKS
TYPF_'
•1 P. CLASS
-9/18"NR SPACE
1/a-HEAT STREN'D. IAS CW yT
090" lear An
SaTlex Clear An C r Gloag
By'Eastman arnica Ca.
ao
-1/8"1 T STREN'D. SSILICONE
N
DOW CORNING 899 04
26 ST. STEEL 2 wt
METAL SPACER aB 9
� V
A4UMINUTA OU WINS, ENTRANTCE DOOR I 39 _._SI NE
STAND L SEE SHEET 2. / SETTING BLOCKS AT INSUL. CLASS
STAND ALONE SINGLE SIAF FrEDO SEE SHEET 3. NOTCH GLAZING BEAD LEC TO C BLOCKS I7
' SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES SEE SHEET 3. � c
LOWER VALUES FROM SIOELRE CAPACITY CHART OR DOOR CAPACITY WILL Gi.AS9 TYPE 'G'+' t.
APPLY TO ENTIRE SYSTEM. K
PRODUCE REVISED
DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION matlPiylq*01,AMC Florlq
RESISTANCE IS REQUIRED. Midia`Cdt
AatPttutN.TS-6L0
P,tpN7liw Set 8a e(9
RAPRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE t 1 c m^ n
REOUIREMEMS OF'EHE FLORIDA BUILDING CODE INCLUDING HICH VELOCITY �Gin•+'R�•L�NNy ,°o >¢
HURRICANE ZONE{HVHZ). nRlrauF�.tI cow''al <m u
IBY OR 28Y WOOD BUCKS BY OTHERS, MUST DE ANCHORED PROPERLY •• '•'•• • • • • • ••
TO TRANSFER LOADS TO THE STRUCTURE. � � � � � • •• • • • • • �-
ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS - •
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 1 T14ESE COORS ARE RATED FOR URGE &SMALL"let 441. 0 -1 A A • •• � �
.I.
ANCHORING OR LOADING CONDITIONS ARE NOT REOLARED. ••RA, B X62 q •IONS NOT SHOWN IN THESE DETAILS ARE -" CAN.3916 8
NOT PART OF THIS APPROVAL -
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. a
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT q• •j 0 • S 42015 • ••• LW1
COBE INTO CONTACT WYfN OTHER DISSIMILAR MATERIALS SHALL MEET THE • • •, • •
REQUIREMENTS OF THE FLORIDA BLOC. CODE. •• • • • • t
• •• •• • • • •• ••
30 3/4"MAX. •�' 4 v r
FRAME.MDTH 76'MAX 37 3/18° MAX. 7�
\ FRAME WIDTH FRAME Y/107H
HEAD&SB�ANC�
AS12- Q
MAX. (4)AT 3"O.C. 12" lY
5"MAX.
HEAP S 'MAX. MAX.� S°MAX.HEAD _
HEAD
CORNERS/SILLA SILL L I A _f. SI HEAD/SILL f' SILL S
CORNERS Q
1! '
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it
it
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LOCK @2� / li O LOCK OPTIONS
®® e / II t OR g25\Fi�Y!
(oPnw 2 SHpY1N) II TI 2 T
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I _ _ I _ _ INACTrvE acTrve � o
SL
APPUEO
SE MUNTINS OR 28 15 i6" a SURFACE APPLIED aye SURFACE APPLIED V
DECORATIVE GRILL / - • �
FALSE MTIVE S OR 28 15/18" 28 15/18' FALSE MUNTINS OR 32 3/4° � OOOffi w
MAY BE USED D.4 QPO. v DECORATIVE GRILL O.L.OPG. O.L. OPC. to DECORATIVE GRILL D.L.OPO. -- -
MAY DE USE MAY BE USED
I 37"MAX. 37"MAX,
LEAF VADTH�- LEAF WIDTH
W (XX)
STAND ALONE SINGLE SIDEUTE 4
DOORS LOAD CAPACITY - FSF DOORS LOAD CAPACITY- PSF SEE SHEET 3 FOR CAPACITY o
SIN OTE DOORS (X) DOURLS(XX)
DOOR OUTS. 1AMINATSD GLASS DOOR DIMS. LAMINATED CLASS
FRAME LEAF FRAME pRODLC I'REVD w
FRADdE LEAF FRAME s"Spl7l"m1A/6e A"wh
WIDTH WI07H HMGHT WIDTH WB1TH
HEIGHT EXT.(+} IM.(-)
30-0/4" 3T 9B" 70.0 7S. /I bydlu{Cade °�m
78• .37• 8r• 7P0 7&0 AsaWAace Na)ra'0r�3•T 2 �^
BapkfMw Dae C e S
�+ amu
AGS❑ 0 DIMS , • 0 ••� : • • • ••• Cy a 4
D,L.O. HEIGHT= FRAME HEIGHT - 11.125" • •• • • • • ^ + A ao 0AD '�
O,L.O. WIDTH (X DOORS) a FRAME WIDTH - 12.813" ••• ••• ••• • • P!a KMgqL 7088• �' �"
D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 22.125')/2 *CAM.3 A.
NOTE: d Q POI5 $ ,ti
NOTE: GL6S UA.PACITIFS OR THI64FA4EET ARF•• draW(Oq O0.
EGRESS REQUIREMENTS TO 8E ReVIEWED BASED,�N,ASTM'C 3 -OS-(3 SEC. OUSTS? •••
AND FLORIDA BUILOyV CO MISSON • • W�2—OS
BY SUIL7IN(i OFFICIAL. DECLARATORY STATEMENT 8405-DECD 19 • • • --
. •� • • ah0at p of 9
L
DESIGN LOAD CAPACITY - PSP 148'MAX. 4 u 8
DFAM LOAD CAPACITY-PSF SOELRES WITH SNGLE OR DOLE LEAF DOCIS -- TESTED FRAME WIDTH
STAND ALONE SINGLE SIDELITES (SEE NOTE BELOW) HEAD&SILL ANCHORS 'Y N
SDEUTE SOELITE WITHOUT SIDEME SIDELITE HD'HOUT 1T1TIl AT STILE ENDSCLUSTER OF (4)AT 3"O,C. Z 3
FRAME FRAME REINFORCING FRAME FRAME REINFORCING REINFORCING 6" (4)ANCHORS O
R1D1H HE14'IIT VADDt HDOFR
INCHES INCHES EM.(+) 04T.(-) INCHES INCHES EM.(+) INT.(-) EXL(+) INT.(-) _ AT HEAD/SILL 12"
24 70.Q 75.0 24 _7010 75.0 70.0 7510 5-MAX. 3 MAX
30 70.0 75.0 HEAD SILL I+ A HEAD
30 70.0 75.0 70.0 76.0 CORNERS I �F _ _ SILL
JB 82 7010 7b. 38 82 740_ 75,0 70.0 75.0 �� ��♦ �Gji
37 7Q0 75.0 37 70.0 78.0 7110 78.0
42 61.7 88.1 2 81.7 88,1 81.7 68.1
24 7010 75.0 24 70.0 75.0 70.0 7810 / I 1 i
30 70.0 _ 7s.0 30 70.0 _75.0 X0,0 75.0
38 88 70.0 7s.0 J8 88 70.0 7$.0 711,0 7810 ii II
37 70.0 75.0 37 7810 -aL--
42 81.7 08,1 112 81.7 66.1 -0=1:71-, 68.1 11 ---j�� \
za 70.0 75.11 211 71110 0 70.0 75.0 ii /
till
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30 89.8 89.6 30 68.8 69.8 70.0 75.0 H 11 / II I 1 \ a�I
92 92
36 84.1 84.1 38 64,1 64.1 A 75.0 p _
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37 83.3 63.3 37 8911 63.3 70. 75.0 = 'L I 1 --
2a _83,3 83.3 24 83.] 83.3 Tao -'*"&-00
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30 98 57.8 87.8 JO 98 37.8 57.8 70.0 75.0 0 i( it'� i I '� -1
3683.1 83.1 as 53.1 53.1 70.0 o/
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37 52.4 52.4 37 52,4 52.4 7110 75.0
REE NG
4SFE"NARt
D. _ \li 1 1 L DP.�10 -
= ii=___ _--= I 1 ei CR/#2 ) LW��
SE SHEET .1DESCRI 0INACTIVE ACTIVE 3 o�MAX(SINGLE) ED
SINGLE SI?pJTEWIDTH SIO UTE X.(DWDLE) FALSE MUMUNTINSSURFACE UOR 32 3/4' ` ' 28 15JI8' 28 15/18' m W
DCOR FRAME WIDTH DECORATIVE GRILL O.L OPO. OPO. D.L.OPG.
MAY BE USED
NOTE: 37" wEEHHIcrREVISED
FOR DOORS CAPACITIES SEE SN 2. LEAP bpilAMe�CowHMlMFbr14
FROM
FOR SIDELITE CAPACITIES SEE T ABOVE. 5{DELITE FRAME WDTH 39 3�4" SINGLE) AtreplAeee NOS O ?
LOWER VALUES ENTRE 00 TEM. SIDELITE CHART i MAXSEE CHART AT LEFT 78 (E WIDTH
FROM •• B>MYamm Dum
-ER `
(OXX( c~ 5
D.L.O. DIMS,
MAX UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SO. FT. FBC 2014
GLOSS
HEIGHT(SIOELITE) = FRAME HEI - 11.000° m 99
01.0. WIDTH (SIDEUTE) - FRAME WID - 4.438" °c a m
• •� � � � • Ems• CR4t.• '� i
•• ••• •• • W'N r70;i2 8
NOTE: ��
GLA$S CAPACI.IES�'0t�j THIS SHEET ARE 8
BASED ON ASW i OQ-09•(9 SEC.GOW157S�• Q���15 drawing no.
AND FLCR:DA BJILWNO CO ISSION • • • ~• W12-O8
DECLARATORY STATE05#9 D 7pEC-v19 • • •
glee •• •• • • • 9haet 3 of 9
••• •
PROPERLY
g/18"WN. TYPICAL ANCHORS 79Y OOD BUCK ED 29Y W000 SUCK
THROW BOLT EDGE DIST. SEE ELEVATIONS EDGE DIST.._ OR
PENETRATION FOR SPACING >, WOOD STRUCTURE
-. EDGE DIST. SEE NOTE SHEET 1 KETAL
a` EDGE 15_. DIST. ACTURE
28
8 1 N \9 �a a� f�a
O ' ' 7 M
A 7:f i i 26 2 TYPICAL ANCHORS TYPICAL ANCHORS G
I H SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATION
T
FOR SPACING FOR SPACING FOR SPACING
HI UTAMI-D MULLION COUNTY APPROVEO'H H�$
SEE ED SEPI
N
v
GLAZING OPTIONS
SEE SHEET 1 7MTYPlCALANCHCRSLEVATIONS
FOR SPACING
°x m 0 O rBY OR 28Y WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS ?'
aMUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER O o"
a , d THEM TO THE BUILDING STRUCTURE. O
Z�LL
[=�TYPT�CAI=_AN_(�MfRS: SEE ELEV.FOR SPACING p r
CCO' (Fu1y7RSH Fy-155 KSJS 1 W w.I�
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS)
THRU 1BY BUCKS INTO CONC. OR MASONRY PRODUtf$EV13FA
1-1/4" MIN. EMBED INTO CONCRETE (HEAD) r.orpiflywHnLVeFKuHa
1- EMBED INTO CONC. OR MASONRY (JAMBS)
AtlepYotO
DIRECTLY INTO CONC. OR MASONRY 6*1bomal o
Owa 0 I'
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) ISa. �.l>v•,,
TA T 4 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) Cothol
I I X14 SMS OR EI F DRI H c'REWS (GRADE 2 CRS)
BO 33 INTO MIAMI-BADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8-) v
i 28 z INTe) METAL �-kUr,TUP�S °a
9 N STEEL : 1/8" THK. M:N. IFy m 36 ::SI AIN.)
2g I I 3 ALUM,NUM : 1/8*TH11. MIN. (60J:.=D5 M,.i.) •'• •• • • • • •• DOOR DETAILS
(ST-F! IN �nNtXt W'JH A1,UkIN1)M �:O 9F.PLATED OR PAINTED)• • • • • '• •
CINTO
0 IMLMD CONCRETE AND MASONRY = 2-1/2" MIN •• ••• •• ••• • �N
INTJ METAL STRUvuhE d 3/4° MIN. 4"LUU
TYPICAL ANCHORS
I/2" RK.
EOCE NST SEE ELEVATIONS WbPO AT H°AD OR IAM95 So' 0.68 MIN. ••• 000 ••• •• drawing no.
THROW 90LT FOR SPACING C7NCRETE AT HEAD,.^ill OR IAMBS f o-�"000 I'BI•Mllh • • •�• W.�,z X08
PENETRATt0t1 C-90 HOLLOW/FILLED BLOCK AT JAMf'M = 2000 PSI•MIN.• • •
• •• i• • • • • • sheet 4 of 9
• • • ••• • •
•i• i• •� • • • i•••i
1/4•MAK.
SKIM CO LD FLUSH DOLTS U
LEVERS AT STILE FACE �� 1f4•MAX
LEVERS
SHIM
3 IDY
TYPICAL ANCHORS ..WOOD BUCK - a
SEE EL1V 18 S
FOR SP ACfIVP. t0
ti� .'• TYPICAL ANCIIONS
e+ FOR PACING �v
8
L2s 23a
EXTERIOR
9 J q
19 O.L.O. _ gtl
STRUCTURE
4
SEE SHEET 4 _37'MAX.
LEAF WIDTH `L,pOK OPTIONS
-.
39 3/4'MAX 01 OR 02(OPTION 2
SINGLE DOOR FRAME WIDTH SEE 1
DESCRIPTION 1/4° MAX.
U $
J
1/4°MAX.', SHIM J N
SHIMCONCEAEFL 3 LEVERS A IDE FACE OFFSSIRE CONCEALED fLUSH BOLTS 25 WOOD B
TYPICAL ANCHORS LEVERS A7 STILE FACE OR SIR E Ld
ro
SEE ELLV."•' __
FOR SPACING 18 INACTIVE LEAFA ryg j,EAF N07E 1
28 13 28 E
o Som
O^
°. 25 23
1 TPICAL ANCHORS
9 D.LO. 11 10 SEE ELEV.
19 D.L.O. FOR PACING
LEAF WIDTH L0%K OimON 02 EXTERIOR tl9e p�5
LEAF WIDTH_.._
— 78•MAX.
DOABLE DOOR FRAME WIDTH a
2 POINT LOCK ASSEMDLY• MODUCf REVISED
4 POOR LOCK ASSEMBLY =.Yl:a N9/4t Fbrmh
Acarpueee 11 o .t o a^
INACTIVE LEAF �—^ ACTIVE LEAF E�p4a6a.Gate Zo T
• • • .EW404PO AlP
Al I
Ll
Al
EXTERIOF ;• • •� ••• • •
• • � • $E 2Q 15•• droving no.
•• j ORS DETAIIS W12-08
•
LICK°Pr10—N Atl •• • • sheat 5 of g
•
1
FELDMAN RESIDENCE
1079 NE 96TH STREET
WINDOW REPLACEMENT PERMIT LAYOUT OPENING SCHEDULE
2 OPENINGS (1-2) MRH =<15'
WORST CASE SCENARIO
. 0 0000:.
.••• . • 0.00.0
• 0000 •
0000 • • '•
OPENING
# APPLICABLE NOA WIDTH HEIGJiT DESIGN PRESS111119 ZONE •••••.
�•... . � . 0000
1 0000 •
15-0603.13 39 811/2 +40.4/-54.9••
:
20000
FL4334-R9 37 791/2 +40.4/424X: . 5
RAMMS ENGINEERING Kd= .85
2100 W 76 Street, Hialeah, Florida-3=6 FIDA BUILDING CODE, 2014
Robert S_ Monsour, P.E. FI #411-9 55 10006 r, ASCE 7-10 WIND CODE,
DESIGN WIND LOADS IN PS . MIAMI DADE \ 175 MPH WIND Z04
Interior&Exterior Zones (4845 - Utes
Exposure C Far the 175 mph Wind Zone
Effective Wind Area (or, Tri utarV Area in Square Feet
Height 10 20 .30. 40 50 60
(M um) 0.95 0.92 0.89 0.88 0.86
1 40.4 38.5 37.5 36.7 36.1 35.7.00
20 '40.8 39.7 38.9 38.30.. 37. •••�;•
25 .44.6 42.6 41.5 40.6 40.0000400 39.'4...
.....
3046.5 44.4 43.2 42.3 41.r"` 41.1 •
40 49.4 47.2 45.9 4.4.:9 .44.2'_ 43�6..�
50 51.8 49.4 48.1 47.1 7
60 53.7 51.2 49.8 48.8 46.?` .41"
•
Interior Zone (4 =Walls) Negative Pressures •• . .••�•� � ...�
Exposure C For the 175 mph Wind Zone CATEGORY 2- •• -
Effective Wind Area (or, Tributary Area) in S uare Fe_et I
Height 10 20 30 40 50. -6-0
(Maximum) -1.10 -1.05 -1.02 -0.99
15 -43.8 -42.0 -40.9 -40.2 -39.6 35.1
20 -46.4 -44.4 -43.3 -42.5 -41.9 -41.4
25 -48.4 -46.4 -45.2 -44.4 -43.8 -43,2
30 -50.5 -48.4 -47.2 -46.3 -45.6 45.1 .
40 -53.6 -51.4 -50.1 . -49.1 -48.4 -47.8
50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1
60 -58.2 -55.8 -54.4 53.4 -52.6 -52.0
Exterior Zones (5 -Walls) Negative Pressures
Exposure C For the 175 mph Wind Zone CATEGORY 2
Effective Wind Area or, Tri utary Area in Square Feet
Height 1 20 30- 40 50 60
Ma um =1 -1.29 -1.23 -1.19 -1.15 -1.13
15 -54.1 ) -50.4 -48.3 -46.8 -45.6 -44.7.
20 -53.4., • -51.1 -49.5 -48.3 47.3
25 -59.8 -55.8 . --53.4 -51.7 -50.4 -49.4 d
30 -62.3 -58.1 -55.7 -53.9 -52.6 . '-51.5
40 -66.1 -61.7 -59.1 -57.2 _55.8 -54.
50 -69.3 -64.7 -61.9 -60.0 -58.5
60 -71.9 -67.0 -64.2 -62.2 -60.6 l
Length of End Zone (a): 10% of least horizontal dimension or .4 h,'whichever isfinaie).but not less-than 4% of least horizontal dimension or 3 ft. (h = mean roof height to fe
NOTE:AN 8%REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS:
TYPICAL ANCHORS ) 4 v
SEE ELEVATIONS (r-)]FOR
r-] 1�
EDGE DIST. FOR SPACING 1/4.Mo. �/ 1/4'MAX.
SHIM SHIt1 - N
IRY
TYPICAL ANCHORS _ .WOOD BUCK
.. _ SEE ELEV.- }}yy
FOR SPACIAL 10 t3
w
F —
2 �IYPACHORS a
FOR SPACING
14 EXTERIOR
O.LA.
MET RUCTURE _
SEE SPEC 4 42"AT 86-HT.
37'AT 98"
MAX.SINGLE 51 E iWDTH PRODUCF REVISED U `"
w eMplylq wB►160 FlalAs
caft
vv��I
A �imF No,,%S=g A&AI� 2f
ggkm-Dar _�QQ
GLAZING OPTIONS `��
SEE SHEET 1 AS AS MO NO
12 SMS O 78 RECD..
1/4'MAX.•. H AT 5• DS SEE SHEET 3 (}!1 LL
Gi] a AND 11 C. �g
m oy
I
W a�
I
1 _
TYPICAL ANCHORS
SEE ELEV.- A 11
FOR SPACING '.tl•"'�.. 4
1< 75 25 23 Y.
PIT
° EXTERIOR LEAF WIDTH
38 3/4'(SINGLE)
SIDELUE WIDTH 78°(DOUBLE) m
r -
r- -- - MAX.DOOR FRAME WIDTH o
•• • ROT"MEWDTH• • • a m u
• •• • • • • gnAD L AHMAO
FIE
•• ••• •• • • A• 70592 T n
22 CAN
°•�a'• `` � 4! • 00 *00• • •• drawing no.
EDGE OST. SERE ELEVATIONS •�i - L •
-. + iS 2015 W12—OS
FOR SPACING • �IpELYTE•h '1'A • • •
•• • •• ehaet 6 of 9
• ••• 0 •
• •• •• • • • •• ••
000 0 0 • 000 0 •
ITEM Q PART 0 REQD. DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS tt •/ $ y I^
1 E601 - DOOR SWIWL - - _ __ �•�
2 _E602 - —_ c 8083-78
3 E603 DOOR FRAME JAMB 8003-TB - Qk j
4 E604 - Smum TOP&907TOM FRAME 6063-T6 - --
4A E626 - SDELITE 9'BOTTOM FRAME 8063-16 - y
5 - SOELITE FFAME JAMB 8063-78 - v
e lewo - SDELITE SLIP ON JAM8 8083-76 -
7 E607 - LEAF TOP&BOTTOM RAIL 6083-T8 -
7A E625 - LEAF 9'BOTTOM RAIL __ 6063-78
8 E606 - LEAF'w'STRP ADAPTER 6083-76
E609 LEAF HINGE STU 00_83-T8
10 E810 - LEAF LOCK SME 6063-TB
11 E611 - LEAF ASTRAGAL STILE 8083-T8 - t0
12 E812 - LEAF ALIGNMENT BRACKET 6063-T8 - _
13 E613 - LEAF CLAMP 8083-T6_4-1/4"LONG &
13A E813 - HINGE BACK-UP PLATE 6083-TB IN
12'LONG
14 E614 - GLAZING DEAD(5/1 W LAM.GLASS) 8083-T6 -
14A E109 DIMING BEAD(7/18'IAM.GLASS) 6063-T8 _ -
15 E615 - GLAZING BEAD(IINSUL.GLASS) ^ _ 8083-T6 - (j
18 F918 - SNAP COVER _ 808346
17 E613 BOLT SUPPORT BO83-TS NOT SHOWN I 83
18 - AS REDD. SWELITE MULLION REINFORCING SD63-TS
19 FO-107 3/LEAF IAM HINGES ALUMINUM SULWNI&ASSOr. y]
20 F81202 - FLUSH DOLT LEVER_ - SULLIVAN&ASSOC.
_21 FBR914SS - CONCEALED FLUSH Boli ROD ST STEEL SULLIVAN&ASSOC. 4
ASSEMBLY
22 62 SMS AS_REOD. FRAME SCREWS _- - — W
23 #12 X 3/4' - HINGE INSTALLATION FASTENERS - Fit SNS O on
24 - "DIA.THREADED ROD STEEL
3/8 - Q 1
28 w11323 - PILE WSTRIPPINO WOOL ULTRAFA9
26 E20018-KN-3020 - BULB w'STRIPPI NG SANTOPRENE EPQM g 3 Z r•y^
27 E200 - GLAZING DEAD BULB _....— SANTOPRENE {R.TRAFABin 0
28 - - GLASS SPACER SILICONE FRANK LOVE RUBBER CO. U
29 E622 FLUSH BOLT CUP NYLON -
30 DLOIRC BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK
31 OLOIwO - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC
33 #10%3/4' 2/ADAPTER FH SELF DRILLING SCREWS - - _ _
-_ _ 2/LITE SETTING f1LOCK. 1/4"X 1/2'%4"LONG EPOM AT 8"FROM EACH END.DUROMETER 8015
_ .._____
JS - 2/UTE SETTING BLOCK, 1/4"%3/4'X 4"LONG EPDM I AT 8'FROM EACH END.DUROdETER 80t
�S E
SEALANTS;
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
SCHNEE MOREHEAD JM5504 SEALANT. CFBRyF o c
pcojoftwIM ThtlolorWe m o @
C.6 i >
•• •• Acpp�eNo1 AI�t9. �g'�
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C N.3578
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sheet 7 of 9
• ••••• • • • • • •
LOCK
OPTIONAT Li u 8
ACTIVE LEAF, T4
ACTNE Ler.
4 POINT LOCK ASSEMBLY BL01-6007 BY'INTERLOCK USA INC.' CONVENTIONAL DOOR LOCKSET WITH HANDLE
(7) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE DELTA 890 BY'KWIKSEV LOCATED AT 39-1/4'FROM BOTTOM O
1/2'DIA.THROW BOLT(1)AT TOP ENGAGING FRAME HEAD KEY OPERATED ON EXTERIOR AND THUMB TURN ON P
AND (1)AT BOTOOM ENGAGING FRAME SILL INTERIOR THROW BOLT LOCATED AT 44-3/4'FROM BOTTOM
THROW BOLTS ATTACHED TO LOON BY 3/8"CONNECTING RODS CONCEALED FLUSH BOLTS BY'SULLIVAN&Assoc.'
LOCK HANDLE LOCATED AT 42-1/2'FROM BOTTOM
INACTIVE I 1/2°X 2"THROW MOLTS ENGAGING FRAME AT HEAD AND SILL ,1
"" c MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE IL p LL
2 POINT LOCK W BOLTS BY P AND
USA INC., LOCATED AT 10-5/8"FROM TOP AND BOTTOM a
I/2"DIA,711ROW BOLTS AT TOP ANO BO7TCM ENGAGING FRAME LOCK FASTENED TO STILE WITH(2)18•-32 X 1/2°FTI MS T'
HEAD AND FRAME SILL INACTIVE Lcer; Cp
THROW BOLTS ATTACHED TO LOCK BY 3/8'CONNECTING RODS O @ Q
LOCK LOCATED AT 42-1/2"FROM BOTTOM CONCEALED FLUSH BOLTS BY SULUVAN&ASSOC.' gg
1/2"X 2'THROW BOLTS ENGAGING FRAME AT HEAD AND SILL Q crp C
MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE
OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM 444
Look FASTENED TO STILE WITH(2)18-32 X 1/2"FH MS g
/ I
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••• n9�� L "I 8
PART/FO-107 BY SULLMAN&ASSOC. 1
CM
3 HINGES PER LEAF 4U-kP92BOTTOM HINGE AT 10-1/4"FROM BOTTOMiOP HINGE AT 11-3/4°FROM TOPCENTER HINGE AT MIOSPAN(38"O.C.MNL) • ••• •0• •:• � t L
HINGES FASTENED WITH 110 X 1"FH SMS(5) SCREWS AT HINGE STILE •• • drawng no.(6) SCREWS AT FRAME JAMB • 0• •• W12-08
sheat 7.1a1 8
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7/18'QASS I N GIBE
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7 EAF TOP/BOTTOM RAIL 0 a 1
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4.761 076 �. 3.719 ••078
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8.250 1.500 V
7,581 1 312 J
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1.507 5.344 b"H-s hw ullh lheRlnrMa
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4 1.750- _ -._4.00Q. � 6 LEAI= W'STRIP ADAPTER Y0i1i-3(�N-9 r
10 E TOP & BOTTO FRAME - I �4 t� O oM1
2.061 ,'750 1.507 II .3 2 12,P�}
3 2-f•- .442 1 Z,s lr,
1 '0�`y
676 , 33
076 7p 9" BOTTOM RAIL t2 t.564 U^W
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1.x12-�I t� FLOCK STILE tso7...I EAF ALIGNMENT BRACKET
750 2 C-.__�.J
(2) 'FRAME COVER 5.344 I �� t..h
-moi 1 .687 .078 ll -q yam•-.375
.050• I 1.�97 1.507 1.750 I 1b7� .125 3761 .125 O
.9I--- 3.719 gill
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.154 el
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1 i3 LEAF CLAMP
ie SNAP COVER LEAF ASTRAGAL STILE 4NGE BACK-UP PLA
k 261 9.�0
.025 I"1.500-^{ .719 I I L7�50 18 0 c'9$
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4.000 4.000 4.,88 �cm.`35ss�2
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8
40A j, • • • • -_
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i•• • • . 2-08,
3 DOOR FRAME JAMB s SiDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME a SIDELITE SLIP ON JATAB • • • sheet 8 of g
••• • • • ••• • •
22
Z 3
ti
oo
01-
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n
SMLIIE FRAME CORNR SaELIM MULLION SLIP ON JAMB CORNER $mM
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Florida Building Code Online Page 1 of 3
:;
nN
SCIS Home Lop In User RegisnWn Hot topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Unks Search
Business .
Professional ( -,Prod ct Approval
Eugcut t AODfaval Meru>Preuct c Aco)Icaton G rch>poolicpnon u. >APPHO ttan Detaa
FL# FL4334-
Application Type
Code Version 2014
:066:0 Application Status proved • • ••••••
•
• • • ••••••
*Approved by DBPR.Approvals by DBPRshall A-r•evtewed and•••• •
ratified by the POC and/or the Commission ff• 9 • • •
naly' •••• ••••i•
Comments ••0:00
• •
Archlved �••••• • • ••••••
•••••• • •
•••••• • • • •
Product Manufacturer Masonite International • • •••••• •••••
Address/Phone/Email •• •• • ••••••
1955 Powis Road
West Chicago,IL 60185 •••a•• • ••
(615)441-4258 : • ; • • •
sschreiber@masonite.com • • 000009
••••••
•••s••
Authorized Signature Steve Schreiber •• � •••�•• • •
sschreiber@masonite com •• •
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditatton&Management Insditmz, _
Referenced Standard and Year(of standard) Stamdara
Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 06/01/2015
btti)s://www.floridabuil ding-org/pr/pr_app_dtl.aspx?param=wGEVXQwd)gttSMGyvgTunP... 6/812015
, I, I
o
Florida Building Code Online Page 2 of 3
Date Validated 06/03/2015
Date Pending FOC Approval
Date Approved 06/0612015
Summary of Products
- - - --— _
FL# OModei,Number or Name Description
334.1 Fiberglass Side-hinged Door Units 6'-8"Opaque I/S and 0/S Single Door
Limits [Fiberglass
of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4334 R9 C CAC N1005930 0i PDF
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2021
Design Pressure:+70.0/-70.0 Installation Instructions
Other.Evaluated for use in locations adhering to the FL4334 R9 11 FL0120 Odf
Florida Building Code including the High Verity Verifled By:National Accreditation&Management • •
Hurricane Zone,and where pressure requirements as Institute • • 004 •••
determined by ASCE 7,Minimum Design Loads for Created by Independent Ind • ••••••
Third PartyR • •
Buildings and Other Structures,does not exceed the Evaluation Reports •• • • •• ••
design pressures listed.3'-o"x 6'-8°max nominal size. FL4334 R9 AE 5040,odf •••••• • • •
Hurricane protective system is NOT required.See anchor Created b Ind • •• 4906011
Y ependent Third Partys•Y ••
detail DWG-MA-FL0120-05 for additional information. • • •
4334.2 Fiberglass SIle-hinged Door Units 8'-0"Opaque I/S and 0/S Single Dgpr • • i••••:
-
Impact Rated r 0 •• 0••
Limits of Use Certification Agency Certificate••••• • • •
Approved for use in HVHZ:Yes FL4334 R C V 9 0 • • •• 6•• 4100:00
Approved for use outside HVHZ:Yes Quality Assurance Contract ExpMlotitiate • ••••••
Impact Resistant:Yes 02/28/2021 •••••• •
Design Pressure:+70.0/-70.0 Installation Instructions • • • •
Other:Evaluated for use in locations adhering to the FL4334 R9 IT FL0121 ndf • • *900:0
Florida Buildin •• •
g Code Including the High Velocity Verified By:National Accredhatton�M�3gement • • •
Hurricane Zone,and where pressure requirements as Institute ••••••
determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party• • •• • • •
Buildings and Other Structures,does not exceed the Evaluation Reports •••
esign pressures listed.3'-0"x 8'-0°max nominal size. FL4334 tL4 AE 50313odf
Hurricane protective system is NOT required.See anchor Created by Independent Third Party:Yes
detail DWG-MA-FLO121-05 for additional information.
4334.3 Fiberglass Side-hinged Door Units 8'-0°Opaque O/S Door w/or wh SHe'tes
-Impact Rated
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FI 4334 R9 C CAC NID05930 02 DM-
Approved for use outside HVHZ:Yes uality Assurance Contract Date
Impact Resistant:Yes 02/28/2021
Design Pressure:+55.0/-50.5 Installation Instructions
other.Evaluated for use in locations adhering to the FL4334 R9 II FL0121 odf
Florida Building Code including the High Velocity Verified By:National Accreditat'aa 1 Va-iagement
Hurricane Zone,and where pressure requirements as Institute a
determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party:
Buildings and Other Structures,does not exceed the Evaluation Reports
design pressures listed.12'-0"x 8'-0"max nominal size. FL4334 R9 AF 5018 odf
Hurricane protective system Is NOT required.See anchor Created by Independent Third Party:Yes
detail DWG-MA-FL0121-05 for additional Information.
4334.4 Fiberglass Side-hinged Door Units 8'-0"Opaque I/S Door w/or w/o 5idelftes
-Impact Rated a
Limit`s. se cation Agency Certificate
Approved for use In HVHZ:Yes FL4334 R9.0 CAC NI005930 02 PDF
Approved for use outside HVHZ:Yes Quality Assuranca Contract Expiration Date
Impact Resistant:Yes 02/28/2021
Design Pressure:+50.5/-50.5 Installation Instructions
Other.Evaluated for use in locations adhering to the I FL4334 R9 II FLO17l.odf
Florida Building Code Including the High Velocity Verified By:National Accreditation&Management
Hurricane Zone,and where pressure requirements as Institute
determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party:
Buildings and Other Structures,does not exceed the Evaluation Reports
design pressures listed.12'-0"x 8'-0"max nominal size. `14334 Rg AF sm a pdf
Hurricane protective system is NOT required.See anchor Created by Independent Third Party:Yes
detail DWG-MA-FLO121-05 for additional Information.
4334.5 Fiberglass Side-hinged Door Units 6'-8"Opaque 0/5 Door w/or w/o Sidelttes
-Impact Rated
Limits of Use Certification A
Approved for use in HVHZ:Yes FL4334 R9 C CAeC Agency
Approved for use outside HVHZ:Yes Quality Assurance contract Expiration Date
Impact Resistant:Yes 02/28/2021
Design Pressure:+55.0/-50.5 Installation Instructions
Other.Evaluated for use in locations adhering to the FL4334 R9 II FLO1Z0 odf
Ronda Building Code including the High Velocity 1 VeriW By: National Accreditation&Management
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?paraln—GEVXQwtDgttSMGyvgTunP... 6/8/2015
t t1 t
Florida Building Code(inline Page 3 of 3
Hurricane Zone,and where pressure requirements asInstitute
etermined by ASCE 7,Minimum Design Loads for Created by Independent Third Party:
Buildings and Other Structures,does not exceed the Evaluation Reports
esign pressures listed.12'-0°x 6'-8°max nominal size, 44334 R9 AE 50 R pdf
Hurricane protective system is NOT required.See anchor Created by Independent Third Party:Yes
detail DWG-MA-FLO120-05 for additional information.
4334.6 Fiberglass Side-hinged Door Units 6'-8°Opaque I/S Door w/or w/o Sldelltes
-
Impact Rated
Limits of Use Certification Agency
Mnc Certificate
Approved for use in HVHZ:Yes FL 4334 R9 C CAC NI00 930 01 PDF
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2021
Design Pressure:+50.5/-50.5 Installation Instructions
Other.Evaluated for use In locations adhering to the FL4334 R4 II FLO120-Af
Florida Building Code including the High Velocity Verified By:National Accreditation&Management
Hurricane Zone,and where pressure requirements as Institute
etermined by ASCE 7,Minimum Design Loads for Creates by Independent Third Party:
Buildings and other Structures,does not exceed the Evaluation Reports
esign pressures listed.12'-01 x 6'-8°max nominal size. FL4334 R9 AE 5028 pdf
Hurricane protective system is NOT required.See anchor Created by Indeperhdent Third Pa • •
detail DWG-MA-FLO120-05 for additional information. �'Yes ••• ••
•
'4334 7 Fiberglass Side hinges • ••••••
/Door Units B'-0°Glazed US aril 0S Door w/or*b SMIltes •• • •
-Impact Rated • •
Limits of Use •••• •• •
Certification Agency Certificate 000000
Approved for use in HVHZ:Yes ••••••
Ft4334 R9 l CAC NIo05az0 n4 PDF :4064 Approved for use outside HVHZ:Yes •
Quality Assurance Contract ••••••
. Impact Resistant;Yes 02/28J20Z1 Exp�i'!'It�dt1•Date • ;• •
••••• ••• •• •
Design Pressure +50.0/-50.0 Installation Instructions • 00000
Other.Evaluated for use in locations adhering to the FL4334 L9_11 F!0173 IHIf •••••• • • • •
Florida Building Code including the High Velocity Verified ey:National Accrrx)itatlon•8•P� ••• •• •••••
Hurricane Zone,and where pressure requirements as Institute atl�gement • 000000
etermined by ASCE 7,Minimum Design Loads for Created by Independent Third Part?•••• •
Buildings and Other Structures,does not exceed the Evaluation Reports • • ••
esign pressures listed.12'-0°X 8'-0"max nominal size. FL4334 R9 AE 501 B adf •• • ••••••
Hurricane protective system is NOT required.Sea anchor Created by Independent Third Parity:Yqs• • :*so*:
etail DWG-MA-FL0123-05 for additional Information. •• •
334.8 Fiberglass Side-hinged Door Unks 6'-8°Glazed I/5 and O/S Door w/or w/o Sidelites_ .••
Impact Rated
Limits of Use fication A Certificzte
Approved for use in HVHZ:Yes FL4334 R9 C CAACCNI00593D 0`i DF
Date
Approved for use outside HVHZ:Yes Quality Assurance Contract Frfrrattf•n .
Impact Resistant:Yes 02/Z8/2021
! Design Pressure:+60.01-60.0 Installation Instructions
Other.Evaluated for use in locations adhering to the FL4334 R9 it F10122.pdf
Florida Building Code including the High Velocity Verified By:National Accreditation A Manageme.n
Hurricane Zone,and where pressure requirements as Institute
determined by ASCE 7,Minimum Design Loads for Created by Independent Third t a;li.
Buildings and Other Structures,does not exceed the Evaluation Reports
esign pressures listed. 12'-0°X 6'-8°max nominal size. Ft 434 R9 AF Sf17H +�
Hurricane protective system is NOT required.See anchor Created by Independent Third karty:hes
detail DWG-MA-FLO122-05 for additional Information. -
1940 North Monmectroer'rale Ante Fl.32 ph :BSO-487-1 4
The state or Flarma i AAIECO employer,rehwri ht 2�2ao1 pare -
::Privacy Statement::Accessib„ 11ity 5=1010021 010021::Refuad tatem��
Under Florida late,email addresses are public recordsre
.If you do not want your e-mao address released in response to a public- cwds not
send electronic mail to this entity.Instead,contact the office by phone w by tradkbnai mail.If you have any questions,Please contact 850.67.1345.
`pursuant to Section 455.275(1),Florida Statutes,effective October 1.2012,licensees kensed under Chapter 455,F.s.must provide the Department
with an email address if they have one.The emaik provided may be used for ofadal communication with She Ikensee.However email addresses are public
record.If you do not wish m supply a pesonal address,please provide the Department with can email address which can be made avellable to the public.
To determine If you are a thmnsee under Chapter 455,F.S.,please dick berg,.
product Approval Accepts:
vz uritt
https://Www.flotidabuilding.org/pr/pr app--dtl.aspx?pargm=WGEVXQwtDgnSMGyvgTunP.._ 6/$/2015
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Luis R. Lomas P.E.
233WManS Manufacturer.Masonite
Oar,VA 24341 Report#:5018
434-08 Date:05/21121115
r lomaso lriumasee.cc rr
Product Double Door with sideldes 127e8'
Scope:
This analysis provides caiculadons,quantities,and spading requirements for inslaiting product to substrate,and 0 applies only lo the
product described herein.These calculations comply with requirements of the Florida Building Code.
Drawings verification.
This analysis verifies anchoring for the following drawings:
[INC-MA-Fl-0121-05 DWO-MA-FLO131-05 DWG-MA-80146-06 DWG-MA-FLO171-07
DWG-MA-FLO123-05 DWG-MA-FLO133-05 DWG-MA-FLO152-06 DWC-MA-FLO173-07
DWG-MA-FL0125-05 DWG-MA-FLO135-05 DWG-M-FLO154-06 DWG-MA-FLO176-08
DWG-MA-FLO127-05 DWG-MA-FLO139-05 DWG-MA-FLO161-07
DWG-MA-FL0129-0 DWG-MA-FLO141-05 DING-MA-FI-0163-07
Anchors to be qualified;
' talladon in w frame substrates.
_. apron,for masonry Installation
Arot
Solid merobera wl•w/twt gap=
Favtener typr:#10 wand screw (M3 2012,TR12) bop: g: 0.0000 M
Rant diameter. Dr: 0-02 in MmeaTt erm 0=0 in
dW1+mm:regWnsd pvretranorc P: 1.140 in Seca bendtry y'•Id strength: FM= 0O.OrO psi • •
Side member.poulika Fr-Lo-ch Man member:Spraee-Pena-Ptr • • 09900*
Side m-b-thkkrw- J,= L000 m Main member ihicla e . t`= L500 to • • • 0 *ease*
Side nember towel betming strength Fm= 4A50 pal Main member doeet b-,-.g at-vh: F-= 3,350 psi 00 • *000 0
•
side member dowel beori.g lom/tb: b= LOW In Main newer dowel bearing Iength: Im= LI40 In 000099 •••••• •
• 0000••
Made Im A1ode S, Akds II Made in, Made ISI. Anode lY 0• • •
qm= -W9 2(bo/ta gs= 707 r-A. A: 110008 A: 800120 A: 0.00134 AP 1.90089 • •••0••
•
P= 5808 Ili. P= 707 lbs B: L07 0: 0.57 8: 0.5 •�•000 go****
• •
= 2.200 K4= 2.200 C: -342139 C: -212.263 C -223.524 C: -936 0 00000
Z.- 264 Iia Z.= 321 lbs P= 265 R. Mo= 46.8 indbs Mm= 46.8 in$a 000000• • • •••••0
Ka= Z2 P= 246 tba P= 26311- a00•40%Tho 00••••
Min.Design-Nue' Z. 107 Ore Z- 120 Ors Ko= 2.2 Kc= 2.2 K_,= Z.Z
0 •0000•
Duration Faefor: C,= L6 Z. 11216s Z. 119 the0 0 01II7 fps • 0 0
Allowable 1) ill Valse(ZC.)e Z'= 171
Farmer type 1/4°ITW Tapcon
ROA 12-081G0t'i 0 0 •••••• ••••••
•
Suystrote:Follow blade MMimum erulbedniim: L25 to • • ••••••
Edge d stmxe: 4.00 in Tabulated shear design vdue: Z- 202 am • • 0 0000
• •
Edge tilstanee: 200 in Tabulated sl.m destgn vdue: Z= 161 Ibs 0
•• •
Acnaa edge di rw= 2.90 N Reductlan f=w. 0.88
Spaeheg 4.00 in Tabulated shm design value: Z- 202 Ilis
5paciv 200 H Tobuhted shear design value: Z= 166 f
Actud spm 3.00 in Redetion ftetem: 0.91 -
Albaioble -
956 Os/nraher -
pore:Aaebmswlmrn9resstt�parlq.xa�drmaaraw�onsmgtmlrtr.sa�marjmnrg6e.eay4wP.
Anchoraaloularlasrs mh*wm tevulred aneha:s Design plvssaare: 55D psf _ _ _-
36 -j Area load . Anchor - - --
Zone ( ) Ind.(in) O.C. Cap. Load il�.cdt
AI / Al (dial Oban
A2- 1 95.25 At 2.3 126 N/A WA 156 1 126 -
A� A2 9.7 535 6.00 2600 156 5 L07 CK
A3 9.7 535 N/A N/A 156 4 134 OK
Design pregswe: 55A psf
37.50 36.38 36.38 37.50 A. Load mo-C.-
� Anchor _ - -- - -
M" �-1_ Zone (ftp (�) Ina(In) O.C. Cap. Load Re.&
AlAt��A4� A4 At/ - --
Y Y Y rm1 (Ibs) �'' abs)
az- IA2 Ai Z4 134 N/A WA 156 1 134 OK
A3A �, AG 95.25 Aa 10.0 544 6.00 21A0 156 5 110 ox
i Al aie� Aa Al Aa 9.8 542 WA WA 156 4 135 OX
t A4 2.3 126 NIA WA 156 1 126 OK
:4T•75 As 9.7 535 WA N/A 156 4 134 OK
d� TAT OF
•
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Luis R.Lamas P.E.
FL No.:62514
1 of 3
5/28/2015
Luis R_ Lomas P.E.
233 W Ualn St Manufacturer.Masonite
Qanvara vA 24541 Report#:5016
434-08-M9 Date:05121/2015
rllonrasIrl omasoe.corn
Anchor Locations: Double door with sidelites
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Note:
Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure
Indicated herein.
i
o , TATVO F ;,
0/0
Luis R_Lomas P.E.
2of3
FL No.:62514
5f28t2015
Luis P. Lomas P_E.
233 W Main 9< Manufacturer. Masonite
DarrvBle.VA 24541 Report#k:501 B
434-668-x609 Date:05QI12015
rllomasOirlomasoe.com
Anchor Locations: Double door
-30.38--
6.00
6.36 6.00 TYP. 6.00 TYP. 7 8.19 TYP.
3.06 TVP.
6.00
16.66
MAX O.C.
• • 9999••
• • • • 9999••
•• • 9000 •
•••99• 9999 °
• •••9••
9999•• •
9999 0 ••999•
• 9999••
•9.9 • •999•
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96.25 • • 00.09• •0000
•• •• 0 •000••
•9000• •
• • • • •
• 9
••0.0• •••00•
•• 0 ••9 °0000•
6.0000
T
Note:
Anchor locations indicated in this document are the minimum required for the described product exposed at the-d--,i;r Pressure
indicated herein.
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Luis R.Lomas P.E.
FL No.:62514
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NOTICE OF PRODUCT CERTIFICATION - -
Company: Masonite International Corporation Certification No.: NI005930.02
1955 Powis Road Certification Date: 02/1712005
West Chicago,IL 60185 Expiration Date: 02/28/2021
Revision Date: 02/20/2015
,t Product: Fiberglass Impact Rated Opaque Inswing or Outswing Door iv/and w/o Sidelites(w/Wood Frame unless noted)
�ebr. .x Specification:TAS 201/202/203-94/ASTM E330
The"Notice of Product Certification"Is only valid if the NANII Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specificatlan and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listing at wi«vNanaieertification.coin. NAMI's Certification Program is aceredited by The American National Standards Institute(ANSI).
Inswing Glazed Design Water bnssile Test Report Number
Configuration or or Maximum Pressure Test Impact Drawing Number&
Pos/Ne Pressure Rated Comments
S Us Opaque 3.0"X81011 +70/-70 2.86 psf Yes NC
Single Maximum Panol Size:
Amohor Dclail-MA-FL0121.05
X O'S Opaque 3'0"x 8'0" +7000 10.5 psf Yes NCT1 x210.3102-1
Single Maximum Panel Size:3'0"x S'0"
Anohor Detail-MA-FLO121-05
US g2ague 6'0"x 8'0" +50.5/-50.5 2.86 psf Yes NCTL-210-3105-1
Double
Anohor Detail-MA-171.0121-05
XX US Opaque 6'0"x 8'0" +55/-50.5 6.0 psfl Yes NCTL-210-3105-1
Double 8.25 psf" Maximum Panel Size:XVx ST"
Anchor Detail-MA-FLO121-05
!i0/OX US nque Door 6'0"x 8'0" +50.51-50.5 2.86 psf Door-Yes NCTTe210-3105-1
Single w/Sidelite Glaz le Sidelite-Yesum Panel Size:3'0"x 8'.0=
Anohor Detail-MA-171,0121-05
\0/OX O/S Opaque Door 8'U" +55/-50.5 6.0 psf/ NCTL-210.3105-1
Single w/Sidelites 01azed Sidolito 8.25 psi's Sidelite-Yes Macimum Panel Size:3'0"x 8'0"
Anchor Detail-NIA-FLO 121-0 5
OXO US Opaque Door 9'0"x 8'0" +5011, 2.86 psf Door-Yos NCTL-210.3105-1
Single w/Sidulites Glazed Sidolitcs Sidolites-Yes Maximum Panel Size:3'0"x 8.0"
Atrohor Detail-MA-FLO121-05
OXO O/S OpaquuDoor 9'0"x 8'0" -551-50.5 6.0 psfl NCT1-210-3105-1
Single\Y/Sidelkas Glazed s 8.25 psP Sidelites•Yes Macimum Panel Size:3'0"x 8'0"
Anohor Detall-MA-FL0121-05
OXXO I/S OpaqucPodrs .2'4".t8'0' 50.5/-50.5 ••2.�6�f • Doom-Yes NCTL-210-3105.1
Double w/Sidelitos Glazed fidelites • • • otlitft.)ft • Maximum Panel Sizo:3'0"x 8'0"
• • • • • • • • Anchor potail-blA-FL0121-05
O7�t0 O/S OpaquvLnors 2'l".<S'0' +551-50.5 •6.0 p47/ • • r�t NCTL-210-3105-1
Double w Si elites Glazed 3"'Oo es •• 8.!S�fl° • Si lits. • • Maximum Panel Size:3'0"x ST"
Anchor Detail-NIA•F'I.0121.05
'''High Dam Threshold
National Accreditatio-t a c Manage-ncut Institute,foe../-794 CJorg%*WashfVofkfWemoAal lijoway/I-tayes,VA 234 2
Tcl:(804)c84-5�24 VA (84 4)484-:122
;AMI AUTIIORAED SItNA'TURE:
s -
�.�G lG a opo
HURRICANE BELLEVILLE FIBERGLASS DOOR UNrr
8
'-0"DOUBLE DOOR WITH/W17NOUT SIDELITES /oB'MAXawx otAll FRa�E wront
20.5" MAX 38.375'MAX.
D.L.O. �A37REL AGA L F3RAME tYIDTH O
Q V
EVALUATED FOR USE IN LOCATIONS ADHERING TO\
THE FLORIDA BUILDING CODE AND WHERE PRESSLRE
REQUIREMENTS AS DETERNRNED BY ASCE 7. MINIMIM0)
DESIGN LOADS FOR RXI)INGS AND OTHER STRUQWZES. w
DOES NOT EXCECD THE DESIGN PRESSURES LIST®. .
2. THIS PRODUCT DOES NOT REQUIRE THE USE OF ti
A HURRICANE PROTECTIVE DEVICE (SHUTTERS).
3. POLYURETFWNE CORE FLAME SPREAD INDEX OF 51 n�J
AND SMOKE DEVELOPED INDEX OF 60 PER ASTN E84.
4. PLASTICS DESCRIPTION
OF FID DESIGNATION
FACING:
to° 1� o
TEST DESCRIPTKIN DESIGNATION RESULT �
SELF K:NmON TENP ASTM D19Z9 762'F> 890'F
RATE OF BURNING ASTM 0839 1 0.56 1 IN C-1
SMOKE DENSITY ASTM D2843 I 53.4X
TENSILE STRENGTFP L ASTM-DSM 1 3.2% DF
•COMPARATIVE TENSILE STRENGTH AFTER{YEATHW4G •• o a
4500 HOURS XENON ARC METHOD I
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TABLE OFC NTS MAX H _ I •0 N NO
>xA�t� N.T.S.
ft SHEET # DESC IQN 0.0 -/ , + - +19. -18.0 M1-11 .er: SV/S
1 _ & RA O' r X + - .5
13 AN I OCATI S& D Alm 10 ij + .5 -40. + - KURT BAITHAZOR 0P1p ,
FLORIDA P.E.
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• • • • • • • 19 cm rash -sign 56533
• • • • • i i• >ns�r-�-°� 3
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3" 3° 3' 3 3 3" 6- 6. I iii �n
B° EE DETAIL 8"
8 x 2-1/ " CD
ASTRAGAL AINER BOLT HOLE
#10 x 2" I'� `" DRILLED THROUGH r� p
#8 x 2-1/2" Rv1ettwer. THE THRESHOLD & INTO THE
Oma z 17ETAIL "£" Asrenrei STRUCTURE DEEP ENOUGH
#10 x 5/8" ATTACH ASTRAGAL RETAINER BOLT FOR A 1.375" THROW
18 x 2—i/ " x(10 x 1" I STRIKE PLATE TO FRAME �
#10 x 2" AS SHOWN. DETAIL "F" A�Tga$Ar
0 10 x 1" aa•nuxEraEp DEODRA11YE WMT 11
?0 x 5/8 a SwJx W (opnONAL) 13x10 CORRVGATED %IOX2"WOOD SCREW (2 pptOxa—t/a
11.�.e-m,m 3' FROM PtACH END 6° FROM EJ�CH END ODD SCRtSM1S"
DETAIL "C". •• • � • ••qyD 7 OC AND 12 CC EACH ENR
DETAIL "D" TYR • a +14:i
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{
0.967' A'�MWJ Dv BUM • • • ••• • pp�yL�
1
SPACER • * • 1�2 • a"& ® 2111/05
1 „a i A c -'r! N.T.S.
1.376• T 1.75' 1,047" OR Ewt yS n ORM �CL
® IMA er: sws
DUTSWING THRESHOLD " 't o«. �+
T T '"� ... ..it• ... I DtuwD+D ND:
sY� •,i Z1 • T •CO BINATION COMBINATION COMPOSITE DWG-MA-FLO1 -
INSWING THRESHOLD HIGH D.,! 0!fa L tl �" • • • jFLLI N (BOXED) MULLION (BOXED) MULLION (INTEGRAL) 21o5
• •• sir 2 or
• •• •• 000
• •• ••
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ci 00
SEE DETAIL_
"E'SHT. 2 \ 6" 6
_ 6' 6"
6" � �p °
6" 6°
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ATTACHMENT DETAIL ll� l 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPA D, �aN a'28' a
SIGNED AND SEALED BY ROBERTO LOMAS, PE(FLORIDA #62514) W17H THE LOWEST (LEAST) CL— LE FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND 1 IKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY AT 10-1/2" CENTERLINE.A HOR INSTALLATION cli
HIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR 1a. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2": SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
WOOD SCREW EDGE DISTANCE MIN 3/4". , s. ': AT 5-1/2" CENTERLINE MINIMUM WITH 8" GRADE 1
• • WdSIHt A156.16) SURFACE BOLTS INSTALLED tu 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALU"S, COM4:FROO4 NL_ a CN SIDE OF ACTIVE DOOR PANEL - (1) AT TOP
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT • N• • VEt A? OTTOM. 1 05
MI 1 UM E MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE i 2. 4" X 4" fl?LL MORTISE BUTT HINGES. N.7.5.
MINIMUM EMBEDMENT OF 1-1/4", cl—� •�•-
� c•c.er: SWS
3. WOOD BUCKS BY OTHERS MUST BE ANCHORtD PROPERLY rO „w•W,
C
TRANSFER LOADS TO STRUCTURE. gL N'iIGD BUCK*• ••• ••• .
TYf�I �»
Do
•nxsbn
4. INIMUM DESIGN VALUE S 1RENGTH OF ANCHORS 171 LBS. ANrI', Fl{NS:ALLATIOM• i • DiYa-aA-F.0121-09
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
Miami Shores Village it0i/$; )/peti011Y �h1 •''
10050 N.E.2nd Avenue NE
Wtrtn Ibp1�t16'd �tt .
Miami Shores,FL 33138-0000O
_
tie a
Phone: (305)7W2204 ;Peffl�iZ ` IftlQ
FLOR1Op'
61140110, Expiration: 11128/2016
Project Address Parcel Number Applicant
11079 NE 96 Street 1132060143670
Miami Shores, FL 33138- Block: Lot: JONATHAN FELDMAN
#1
Owner Information Address Phone Cell
1079 NE 96 Street
i JONATHAN FELDMAN (786)972-0336
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone $ 2,400.00
i Valuation:
DVG BUILDERS INC (305)506-7308 !
- i Total Sq Feet: 0
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Type of Work:INSTALL 2 IMPACT DOORS A%iiJe Insp�Wonsr ••
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No of Openings:2 I�;Qe+0�•tion Type: . •
Additional Info: �1
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Classification:Residential 96 00000
Scanning:3
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Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $1.80
DBPR Fee Invoice# WS-5-16-59828
$2.00 06/01/2016 Check#:1759 $87.80 $60.00
DCA Fee $2.00
Education Surcharge $0.60 05/18/2016 Check#:1739 $50.00 $0.00
Permit Fee $120.00
Scanning Fee $9.00
Technology Fee $2.40
Total: $137.80
Applicant Copy
For Inspections, Call (305) 762-4949 or Log on at https://bldg.miamishoresvillage.convcap/.
Requests must be received by 3 pm for following day inspections.
NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER
additional restrictions applicable to this property that may be found in GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT
the public records of this county. DISTRICTS,STATE AGENCIES,OR FEDERAL AGENCIES.
June 01,2016 2
12380 SW 132nd Court
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