WS-17-984 Permit No. W -4-17-984
s`5N°RES Miami Shores Village Permit Type:Windows/Shutters
r 10050 N.E.2nd Avenue NE
'•! � Miami Shores,FL 33138-0000 Perl" 11 "It.r
ic Classification:Window/Door Replacem
"YtNj` Phone: (305)795-2204 Permit Status:APPROVED
RtDA
Issue Date:4/17/2017 Expiration: 10/14/2017
Project Address Parcel Number Applicant
138 NE 106 Street 1121360050050
Miami Shores, FL 33138- Block: Lot: COREY MANION JTRS
Owner Information Address Phone Cell
COREY MANION JTRS 138 NW 106 Street
MIAMI SHORES FL 33138LL��
-
138 NW 106 Street
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone
Valuation: $ 1,000.00
MIRAN CONSTRUCTION, LLC (786)925-0084
Total Sq Feet:
Type of Work:2 WINDOWS AND ONE DOOR Available Inspections:
No of Openings:3 Inspection Type.-
Additional
Info:2 WINDOWS AND ONE DOOR Window Door Attachment
Classification:Residential Final
Scanning: 1 Review Building
Review Building
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $0.60
DBPR Fee Invoice# WS-4-17-63640
$2.00 04/07/2017 Credit Card $50.00 $88.60
DCA Fee $2.00
Education Surcharge $0.20 04/17/2017 Credit Card $88.60 $0.00
Permit Fee $130.00
Scanning Fee $3.00
Technology Fee $0.80
Total: $138.60
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 c hat foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning re, I r the above-named contractor to do the work stated.
April 17, 2017
Authori caner / Applicant / Contractor / Agent Date
Building Department Copy
April 17, 2017 1
/)K, Miami Shores Village RECEIVED
BuildingDepartment� �• p APR 0 71017
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
f ` • O Tel:(305)795-2204 Fax:(305)756-8972- 1
INSPECTION LINE PHONE NUMBER:(305)762-4949
s'
ris% 20
BUILDING Master Permit NO. C
PERMIT.nIT APPLICATION sub permit N9. V j S
�<F/IHILDING u ELECTRIC u ROOFING u REVISION ,n. EXTENSION MRENEWAL
PLUMBING M MECHANICAL PUBLIC WORKS [] CHANGE OF CANCELLATION M SHOP
�j CONTRACTOR DRAWINGS-
JOB ADDRESS: �� 5�u l o
Cityr Miami Chnrac f aunty Miami Mario 71n 1 n
Folio/Parcel#: Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FF�E:Q R c
OWNER:Name(Fee Simple Titleholder-): Phone#: 9d 6�y `c-Ju 1-J 1349
Address-
City:.- ,n �t State: ��-- Zip: ! 5
Tenant/Lessee Name: r--- Phone#: y f S 3 LI
Email: v �• �..� �-•j�\
CONTRACTOR:Company Name: Phone#:
Address:
t
City' e State Zip..
Qualifier-Name: am / Rhone#: A(a 2'5.-00
-ffV
Ctnte Cartifratinn or Raaictrntinn f• 20 / rartifirata of rmmnatAnni it• 01P9
DESIGNE .Architect ngineer: (M Af%, 0y1VM106 k L.` M-G-+'M 4 Phone#: '3d_5-
Address: s ( 7 J S 93/'
City:IV1• State: Zip: 1
Value of Work for this Permit:S Square/Linear.Footage of Work:
Description of Work: PV�%(!W-- -f-t o L�/(NO Gtr C
Specify color of color thru tile: �
Submittal Fee$ Permit Fee$ �1 ('►, v 3 CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Revlews S Rnnd S
TOTAL FEE NOW DUE$ '
(Revised02/24/2014)
Bonding Company's Name(if applicable)
Rnndinn r'mmnnn.✓c A.Irlrccc
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
r•�.. cam..►.. �:...
.,:�y "r
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 under-stand 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
DIPCI 11 T IRI Vnl IR DAVMIP T%A/IrC Cn@ Ifl/IDDn11VRAVPJT'C Tm Vni IP! DI?nDvrP ry tv Ynl I IIUTERIPI
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$250% the applicant must
promise in goad faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspectio hick occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not b a proved and a reinspection fee will be charged.
< L
Signature Signature
OWNER or AGENT r ONTRAI'TOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
u qday of �N-I L 20 17 by ��CP day of QI f 20_ 7 ,by
C-00,4MAS/V► C YV ,who is personally known to dL[![!1 N/I i'�2 _,who is personally known to
ma nr who ha-nrnrlr rrPri Pl_.. 0-U, ac mP or who ha-,nrnrfi rrPri r" L Al
identification and identification and who did take an oath.
CHASECAMPBELL
NOTARY PUBLIC• f t My CowASSION# FF M NOTARY PUBLIC: ,. y;., CHASE CAMPBELL
IRE :Febn►ary 17,2019 MY COMMISSION A FF 200055
Pub6eundenrtiters :. EXPIRES:February 17,2019
aryr add Bonded Thru Notary Public Underwriters
Sign: Sign:
Print �(>�Q_ S� Print-
Seal: Seal:
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
• Miami Shores Village .$'AMI
Building Department lou Mn•�'
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305)795.2204 ivA
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 shah 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
i iimmp for this ince Prtlnn ie fnr the 17prifiratinn of rnnfnrmanrP with Prnrliirt
Approval (NOA).
A o ledgement:
69Wer/Owner Signature Date Print Name
� .
r
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en
Florida Building Code Online
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Pnxhxl Manufacturer Custom Window System Inc
Addresohon%Tnall 1900 SW 44th AVOMIC
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'Quality*surance Enlft Keystone CerUftcations,Inc.
QLmlfty Assurance Contract Expiration Deft 07/21/=D
Vallclated By Steven M.Urich,PE
2 Valldatlon ChecMist-Mardcopy Received
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Product Approval Method Method 1 Option D
Date Submitted 04/14/2015
Date VaNdated 04/21/2015
Date Pending FOC Approval 04/25/2 •..•.• ••.•.•
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of um LpMallalleD Inst ifaeae •••••• • • ••i•.
Approved for saw In MVWj Yes FLSB23 R6 II CWS-155C( •ja �T •. •i ••.•.•
Approved fbr ase outside HVHMe Yes VwhW By:Was A.Turner 58201 •
Unpom 0 eslsfarhb Yes Created by Independent Third Pl"., •
Doelgo •
hoasrwrr WA Ilivabnrdlsrh Kepones • .
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Otlm Large Mholle, e installation dwgs.for Max.ate •.•.•
and DP.Outer Nie In LG.mast be safety glazed when used • •
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show 30 it In HVHZ Glass complies>n ASTM E1300-04. FL5873 RS AE Oinnm{MI IiOA 11-1017 07.edf • • •
Greeted by Independent Tided Party:Yes • •
5823.2 SH-8100 Cont Hd.E Sill SH-6100 Cont.Hd.w SM(double SNVM Hung),Impeci+74
1M x 63%
Lbfdb of Use InallolYllo n In1bvr3brs
Approved fbr two In b VKb Yes FL5823 R6 It CM SA40B($H-8100.IMP.74x63.
Approved for use odslde HVNZt Yes COM14D5U,gQ[
impeet ResiablBb Yes Verified By:Lucas A.Tanner 58201 :090:0
Design'eossuree WA Created by Independent Third Party:Yes • •
Often Max.w*sire 72-7/8'x 61-3/4'.Outer Ito In I.G. Evela®tlon Reports • • • ••••••
must be safety glazed who used above 30 IL In HVHZ EL= R6 AE DuPont PVB Nt1e1�-0 29 2�.odf •
Glass con"M to ASTM E130D-04. FL= R6 AE Evelow CWS-4408/5F1-B1n0.iMo Zt a. ••
0000•• • •• 0.0000
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Created by Independent Third .Yes :0000:
5823.3 Sit-8100 Cam Hd.A SDI SH41W Cont.Hd.6 SM(doublfffte Hung),Zmpact,74 9••••
1/8'x72•. •00.09 •0• • 0900.0
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Approved e in HWHr-Yes B-%M R6 II ClNS�1B(5�"JWP.74)02- • 0•
Approved for ase oabide MVH7s Yes • • :000:0 i 0•
Iotpact Resismwfs Yes Verifiedy:Lutes BA.Turner 5 201 •9••
Design Preesurm+67.5/-67.5 Created by Independent 1Mrd4Party:. 1 w • :0000:
Other.Large M issue,DP-+/-67.5 pet,Max.site 74-1/8' Evolaadm Repoefs • • •
x 72'.Outer Nie In I.G.must be safety glazed when used R-903 R6 AE DuPont PVR N0��3-0129 27.a& :•: • •
above 30 tL M HVHZ Glerffi complies to ASTM E13004O4, EL5a R6 AE EvslRep CWS-491B Icaa.fa100.TMIR 74M2,
mNT}anC_r).ndt
FL5823 116 AE Qnex(MAQnn)NOA 12-1017 02.odf
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5823.4 SN-6100 Vinyl SIngM Hung Orw SH-8100"YA Single Hung Orld Wwdow W.HD"4a,5 HI
sash.
Lbnita d Use D"UNatlon Instrudforhs
Approved for ova la HVH=a Yes a= R6 II CWS-295015H-8100.IMP_57x961.ndf
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Impact Resisbmb Yes Created by Independerit Third Party:Yes
Design Peoeetww+67.5/-67.5 Evalaetfaen Repafa
Others Large Mbialie,52'x W w/5 HI sash,+/-67.5 psi (15823 R6 AE QUftnt PVB NOA 13-0129 27.ndf
Outer gbh In I.G.mast be safety glazed when used above 30 Fn ani R6 AE DuPant SGP NOA 11-0624 02.odf
%In HVHZ.Glass compiles to ASTM E13D0-04. FL5923 R6 AE EvalR:p EWS--295L(SH-8100.LMP.
EL5823 R6 AE Ouanex(Maven)NOA 12-1017 02.odf
Created by Independent Third Party:Yes
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U�]`�TL`� 1239 Jabara Ave.
1 1�1 North Port,FL 34288
ENGINEERING& Ph.941-380-1574
TCONSULTING,INC, FBPE C.O.A.#29779
Evaluation Report 1550
April 18,2015
Product Doserlption: Series 8100 PVC Single Hung,Large Missile Impact,531/9"x 76"unit sizeat up
to+/-67.5 PSF,36"x 62"unit size at up to+67.5/-75 PSF,7/8"Insulating Glass consisting of 1/9
Annealed or Tempered outboard lite —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite ....
. . ease ......
Manufacturer: Custom Window System Inc. 1900 SW 40 Ave,Ocala,FL 3447$••' : .... .
.•
...... aaea ......
Statement of Complianee: This report evaluates the above-listed product per the 1oq:litetllents of FAC
•
Product Approval Rule Chapter 61020-3.005(4). This product complies with the req4tNap of 400000
5
Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The'lkt)duet testing •••••
standards performed are outlined below. 'e e a • 0 • •••••
•ease• . �•
Technical Documentation:
1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Por,FLS'
2) Approval drawing CWS-155C,signed and sealed by Lues A.Turner,P.E. • • ;
3) Test Report NCTL-210-3668-1,-lA,-2,-2A,3669-1,-lA,-2,and-2A,by National dertifieT '
Testing Laboratories,Orlando,FL,signed and sealed by Gerard J.Ferrara,with tasting
performed: TAS 201,202,203 1994,ASTM E 1886, 1996 2002/2005,and AAMA A440 2005
4) Supplemental Calcs,to support CWS-155C,signed and sealed by Ludas A.Turner,P.S.
Installation: Units must be installed according to approval document CWS-155C. ;:990:0
••••••
Limitations of Use: This product ...... : '..' ....:.
• May be used in O/X configuration n in sizes,design pressures,and with max.gia ARLO heights as �....:
shown in CWS-155C 000000 •
Is impact resistant and does not require the use of abutters 6600 0 •••••
• May be used in the Higb Velocity Hurricane Zane 09:09: "' 0 ":••'
• Requires 7/8"Insulating Glass consisting of 1/9 Annealed or Tempered outboard rte(Tempered• •••• •
required above 30 R in HVHZ) —Au—5/16 Laminated(1/SAffi-.090PV&]1-80MEinboa�d 1rt; •.0.�.
• Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.271 ••••• .
• Requires Quanex(Mikron)white rigid PVC fiaming per Miami-Dade N.OA012=1 m 7.021 . ... :••••
1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
that they comply with the requirements of the 51°Ed.(2014)Florida Building Code for use in this
product.
Certification of Indepeadence: I do not have,nor do I intend to acquire,nor will I acquire,a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. 1 do not have,nor do I intend to acquire,nor will I acquire,a financial interest
in any other entity involved in the testing or approval process of this product.
,tµ1NnlHp.N
= 4/18/2015
9 t STATE OF '�r Lucas A.Turner,P.E.
xy0,�..,� P.•:���r FL PE#58201
.ka a 4`���►��� Lucas A.Tumor
I*��N,iinite►s2015-04-18
22:13-04:00
SING�W�KMN LARGE MISSILE IMPACT
W/DI ENT•OPTIONS) 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACrJREO
TO COMPLY WITH THE FLORIDA SUIDMG CODE f 1ft CURRENT
EDITION INCLUDING THE HIGH VELOCITY wwawANE DONE(Hrrm AND IMBIN44THAVE.
M RATED FOR WIND ZONE 4 MOBILE LEVEL D IMPACT USE AS DEFINES
M ASTM E 1000 PER THS FM
y CVERNI�Fl MULi WO)TH�_ L GLAZING OPTIONS:(SEE SHEET a) 4"00 PVC
-- ea lir MAX 1m1T WOTH --•— ovenAu�R 1 w1oTH a.OMMOURATIONS:'&r. SINGLE HUNG
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4 DE6lfirrN PRESSURE RATING:
oismr
QlABSDLO �� GNEGATWE DESIGN LOADS BASED D ON,TESTED PURE AND PACT
MAX UK T W VM �I -POMM DESIGN LOADS BASED ON.TESTED PMSSURE.WATER n
t MFLTRATION TEST PRESSURE AND Gum TABLES
77114- I — p j ma ASTM E-19004M.
MAX
L A 6,ANCHOI Mit THE as 113%STINCREASE HAS NOT BEEN USED
PLAMIE 7_- L IN THE DESIGN OF THIS PRODUCT.SEE SHEET a POR ANCHOR
HEIGHT �S
O ��� —— `7 DETARB.WINDLOAD DURATION FACTOR Cental WAS USED FOR WOOD
s31w -r ANCHOR CALCULATIONS,
GLASS OVEMLL'. I 1 I Q
70' I FRJWGE I I B.PRODUCT APPROVED FOR IMPACT RESISTANCE.THE IMPACT ROTARY IC
t� HEIOffT I O IIII LOCKS ARE SRENDED TO BE LEFT UNLATCHED DURING NORMAL
HIEKSft I MAX B I B D� H�IO�ANE WINDS FLYNG DEBAISPRKXtTO EXPCSUI�TO IC iC iC
L T UNITmeor
T.ALL FRAAA�AND V1311'6 FULLY WLRDED.SWLLl JOINT SEAM SEALANT
I I
USED AT MM MEETING FAIL AND JAMB,
Von#,
X v x. I } 0.SERIES/MODEL DESIGNATION SIF8100.
XlICOFI D D JI r I B• HE DESIGNATION X-OPERABLE SASH,OLSD 0 ST SASH THEM V m t
OABFI X rr m
I i pMASS 10.KMM LOCATION
OALLDUESALLDUiB APTLY TO ALL ELEVATIONS IN A SIMILAR
U + — —� 11.EXTERNAL WEEP SLOT.114":1.11C LOCATED 4•FROM BOTH ENDS. th JIM
C A 12 SWEEP LOCKS INSTALLED ON WINDOWS OVER ar r 8r. 9
_ rTAT! OF
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201544-09
12:43-0400X�
L.UCA3 A TURNER,P.E.
RPE#03201
1230JABARAAVE
•• ••• • • • • • •• NORTH PORT PL 842aa
• • •• • • • • • • • • • • • • • •
• • • • • • IJMGN PRESSURE • •• • • • • ••• • /U N
LOCATION MAr UNIT SIZE TING •• •.IOipw GENERAL AND
RAELEVATIONS
N••
TABLE OF CONTENTS N
GENERAL NOM iEIEYATIOWS...t .5 P ADE Deno=
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SECTION VIEW s...LT..._......_._. 3 • • • • ' IMC3E A11IMM WOW. .
SECTION v�wa a ALT.FRAME..»_..a .
EXTRUSIONS i B.O.M____....„_...A • • • • ••• • • CWS-155 Y C
ANCHOR SCHTION DE TA a,-.-. _-..s NON- .. • 35" • •+67.5/- •• . . . 1 1 SHEET
INSTALLATION DETAILS�._..-. ..0 i• • .• • • • • • • 1 OF S
••• • • • • ••• • •
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?Ar AIRSPACE -7Rr AIRSPACE
OOALA,FLORIDA 84474
+ lnr LAMINAT®GLASS - !Mr IAAADIATIAGLASB
W W W.CWS.00
• -Iff ANNEM.ED .1 G--r Ur ANNSALED 6I00 Pvc
.dr PVB INTERUIYER Sr DUPONT ,pr PVS NTERULYER BY DUPONT
j- - 1/r ANNEALEDLor ANIGLED SINGLE HUNG
rl
SEAL DURASSAL SY 7RUWAL IMPACT
DURASFAL SYTRU
PURFSCTGLAZE"OR SIKAPLEKM � PURFEC7 SLAn"W OR DIKAPLDR INS m
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row PVB 1/9'ANNEALED YER BY DUPONT I —l r ANNEALED Yt31 RV DUPONT Faa/ ` ••Q
DURASSAL STTRUSEAL -DURASEAL BY 7RUSEu
PURFSCT GLAZE X OR SIKAPLS%M PURFECT OLA2E x OR SOMIEX N2 /-
LUCAS A.TURNER,P.E.
1A7'GLASS SITE lir GLASS SITE 1?30 PEJA III
5 AVE
NORTH FOIRT,PL 34280
- • • • • • • • • • }• • • • • •• PH.041.M-1974
• • •• • • • • • • • • • • • • • •
• •• • • • • ••• • • • •• • • • • •
•• ••• •• • • • •• • • • • • • • • •
4 O •• ••• •• • • • •• GLA23NO DETAILS
• ••• • ••• ••• ••• I ADE 0610100
• • • • • • • • ••• • ••• • •
•• • • • • • • • • i i •GLASS TYPE i•• i i CWS-155 C
TYPE • •• • •• • • •• • • • • • • • • •
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RIGHT SIDE SHOWS SASH SECTION VIEW.
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• • • • • • • • • • • • • • • • • ••• PH,941.3WI574
• • • • • • • • • • •ISEWON Va:YNO.6•• •
SECTION VIEW AMA •• ••• •• • • • •• ••• • • • • • • • • SECTION VIEWS
ALTERNATE FII FRAME •AfMP GMK REOUTAED• ••
NO MOP LOCKS ALLOWED FOR SSS OVER W x W.
FOR UNITS 36'x W AND LINDER.
•
• ••• • ••• ••• ••• ADE OSIIQIOS
• • • • • • • ••• • ••• • •
ONT-mar;-
ITEMS NOT SHOWN FOR CLARITY- •• • • • • • • • ••
CWS-155 C
22 27-29 U-37 4346 • • • • • •••
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• • •• • • • • • • • • • • • • • • PK941-WO-1574
4E x0.1NYLON I • •• • • • • ••• • • • •. • • • . •
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•• • • • • • • • • i i • i i.. t .��4itb CWB-155 C
NOTE:ALL EXTRUSIONS ARE ALUMINUMTti UNLESS OTHERWISE ND1ES.• • •.• • • • • •• • •• • • . SHEET
•.• • ••• s • • 12 40F8
• • • • • • • • • • • • • • • • • •
Ir MAIL O.C.(TYP) —+7
r MAX(TYP.) + . I r MAK(IVP.) r MAX as(TVP.) wmmw6nTomma
ISW SIN 44TH AVE.
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NOTA: b
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1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATKRL Bal ANCHOR SPACING SAME AS NEAR. STATE OO'
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR U81NG LOAD BEARING SHIMS.MAX ALLOWABLE SHIM STACK TO N 1M.USG SHIMS WHERE SPACE GREATER THAN 1/i r IS PRESENT. LOAD BEARING SHIMS SWILLBE abllrA��`'
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIM8 ARE NOT ALLOWED.
9.ANCHOR TYPE.SIZE,SPACING AND EMBEDMENT SHALL BE AS SPMFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. Xx-
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTID WITH A CORROSION RESISTANT MATERIAL OR OOATPa DmmmAR METALS OR MATER w IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNEF,P.E.
BE PROTECTED TO PREVENT REACTION. FL PE B 88201
UWB AWRA AVE.
S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR M1INUPAC711RR68 YI{TNAUATp4 INIiBRU01IOYS,AIfDANCFIORS SHALL NOT�USED IN W36MTES WITH STRENGTHS LESS TH N THE MINIMUM NORTH PORT FL 94288
SPECIFIED IN TABLE t,SHEET a i i ••i i i i i i • • ••i i i ••• i ••• PH.8411574
L ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR THE PRODUCT AND TbIE GHWT .
INSTALLATIONS TO SOLD CON CIRETE OR GROUT-FINED CMU MAY INCLUDE U H TF•' '""Y^ `^ ANCHOR SCF(EDULE AND
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS�TWEEN AND TE •• 000
•• • • • •• NOTES
T.A MINIMUM CENT MTO4CENTER SPACING SHALL 1E MAINTAIN®BETWEEN ALL FASTENERS:T FOR MAS IVIW,V FOR WOOD AND METAL
_ I�Af�OFRECOFNDALIED TRIRWINpL0AD8�OTHESTRUCTURE. ADE OBMD/DB
B.WOOD OR MASONRY OPENINGS,SUfi10S AND BUCK FASTENERS SHALL BE L7 ��WI�O �EiWM
SUBSTRATES SHALL MEET THE MINIMUM STRBKiTFl REQUIREMENTS AB IIT t,SHE RETE AIRY BIIB8TF1ATE8 BE • • • • CVYSi 63 C
• • • • • s • • • • • L-
S.SEALING AND FLASHING STMTEGMS FOR OVEPALLWATER RESISTANCE OF MALLA'BON SHALL BE DGNE SY OWM FOILDWING THE CUOmT vowmM OFam RE�i mVcEb8*p4":
FMA/AAMA 100(FII WINDOWS)FAWAAMA PDO(FlJINGE WIIDOWB) FM/UWBMW66D(9Fpf WINDBNI>E FMRIAAMAMfOBIA !)fTERIOR •1• i• i•• i• i ••• 1�5 SS FLEET
••• • • • • ••• • •
• • • • • • • • ••• • • • • ••• • •
• • • ••• • • • • • • • • • • •
• • • • • • • • • •
••• • • • ••• • •
MIN.eMaEm(EkT
TYPICAL HEAD ANC ORArA SEE TABLE 1 I r-MIB8T RATE
- .EMM DIET. tie MAY SLIM +- am
OTHERS
MINTABU 1 Mum DIST, -!+ /uBQtRATa wwwwmnmia
SEE TABLE 1 We TABLE 1 NV OT1IERS ISM 8W MTH AVE.
SUBSTRATE BY OTHERS --T iK MNL SHIN SEE TABLE 1 WVW LBIY9 b�FLORIDA 701
SEE TABLE t
Mlll EMOMENT BOW.
PERNETER SEM ANT••-- SES TABLE 1 SIB TAKE I
BY ANDER ..- WS TION ANCHOR- 9SYNSTALLER
---1 moo PVCs
WALANTtBEHIND R z ve MAX 81161 TAKE I �TAAIL.EI SIN=HUNG
1 m - �
ETER SEALANT '-�UYWWALLEN NT
IMIDEANDOUT
E AND our —-'INSTALLATION ANCHOR
IISTALLATKIN ANCHOR SEE TABLE 1
BEE TABLE I PLANoE 9V INSTALMM SEALANT BEHIND
FN SY NSTALL�i
s NORmONTAl8SC71CV, • N; 1HORLZONTAIt _ g
f 7YP�'.11L YHL®— 6 HF FISIL181A FOR FIN BmTAWLTtON C
i ve MAX SHIM
FLANGE WALLER 3Xj
t
L V m <
PERIMITIR SEALANT }
SV WALLM INSMANDOUT SEET w
SUBSTRATE BY CRNERB
I NO &am
SEE TABLE t MIN.EDGE DIST,
EEE TABLE 1 R
tTAT
A VERTICAI.SiCT10N I�R
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TYPk'14.SlLLANC11�RA0E ��► h
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MI
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TAILS 1:APPROVED DISTALLATION FAST11®11
OIIT, LUGS A TURHEA,P,E.
�OKSI MIN,) ma 1-TNTPM"WKM SEALANT 1239 1- FLPE15=1
NOE QRDUTf1 LED CMKUSI(MIPTLA C Sm) LSfltsC'L3LC0
• AVE,
•• AENORTH PORT..LUEDATANj ••� • • • PH.P41. at674
E LLTRACON• • • 10140 • •• 2
x1
• • WW1�IOKWALLATKIN
FLANGE st Mttd IIIOl711HEIa1 PINE(�-056) ECO ULTRAL:ONI• •• • • • • INSTALLATION DETAILS
.. ... .. . . . ..
FIAN GE 2(MOd SOUTH6I N PINE 34 410 WOOD SCREW 14V 7w FLANGE REMOVAL NOTE:PARTULLY OR FULLY REMOVING THE FLANGE,
FLANGE IS GAUGE(ILOn MIN.STEEL STUData Hun KWIK+1 aR TRM FULL THREAD •JNO'••• UP TO AND INCLUDING A BOX-FRAME APPL IOATION 18 ACCEPTABLE PROVIDED: ADE 08MQ/D8
(96 KSI YIELD MN) KS SEIJ~ G MR,lm CO &N0Ni1RA1E ADHEW4E CAULK IS APPLIED
118'ALUM.(008113 Mod)OR 810 GRADE S SEIF- 1 FULLfISEAD •
FLAN06 118.Sig•�K81 MR) D Bpgyy•• • 0 Mffr
•3110 • I�E •��By Rf�iLLIREMENTS A9 �&155 C
FON 2LMOd SOUMAN PINE(0.0.55) WOOb aC1ETY•• • ••10/T • Iflr • SHOWN FOR PIMNOE WINDOWS• • • • SHEET
••• • ••• • • • 12 SOF8
••• • • • • ••• • •
• • • • • • • • ••• • • • • ••• • •
• •• •• • • • •• •• • • • • • • • • • •
••• • • • ••• • • • •• •• • • • •• ••
••• • • • ••• • •
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