WS-16-1176 Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores,FL
Phone:(305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-257926 Permit Number. WS-5-16-1176
Scheduled Inspection Date: October 14,2016 Permit Type: Windows/Shutters
Inspector. Mesa,Michel Inspection Type:
Owner: ROEGIERS,CLAUDE Work Classification: Window/Doo Rep cement
Job Address:867 NE 91 Terrace
Miami Shores,FL 33138-
Phone Number
Parcel Number 1132060050280
Project: <NONE>
Contractor: PRACTICALITY INC Phone:(786)972-5602
Building Department Comments
REPLACEMENT OF 2 EXISTING WINDOWS. Infractio Passed Comments
INSPECTOR COMMENTS False
RENEWAL FOR PERMIT WS15-434
Inspector Comments
Passed
Failed
Correction ❑
Needed
Re-Inspection
Fee
No Additional Inspections can be scheduled until
re-Inspection fee is paid
V
October 13,2016 For Inspections please call: (305)762.4949 Page 10 of 34
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At
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VEJ.m � Miami Shores Village cl
10050 N.E.2nd Avenue NE
Miami Shores,FL 33138-0000
Phone: (305)795-2204
Expiration: 11/0912016
Project Address Parcel Number Applicant
867 NE 91 Terrace 1132060050280
Miami Shores, FL 33138- Block: Lot: CLAUDE ROEGIERS
Owner Information Address Phone Ceti
CLAUDE ROEGIERS 867 NE 91 Terrace
MIAMI SHORES FL 33138-
867 NE 91 Terrace
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone Valuation: $ 3,490.00
PRACTICALITY INC (786)972-5602
wa . _......__ R .. _ _ __.... . w._.... Total Sq Feet: 0
Type of Work:REPLACEMENT OF 2 EXISTING WINDOWS. Available Inspections:
No of Openings:2 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 $2.40
Invoice# WS-5-16-59608
DBPR Fee $2.00 05/13/2016 Credit Card $ 139.40 $0.00
DCA Fee $2.00
Education Surcharge $0.80
Permit Fee $120.00
Scanning Fee $9.00
Technology Fee $3.20
Total: $139.40
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing informati is to and all work will be done in compliance with all applicable laws regulating
construction and zoning. Futhermore,I authorize the above-n e o or to o the work stated.
May 13,2016
Authorized Signature:Owner / Applicant C ra / gent Date
Building Department Copy
May 13,2016 1
Miami Shores Village CEIVED
Building Departmentto 2 zoos
g
10050 N.E.2nd Avenue,Miami Shores,Florida 33138 By.
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 20t,-(
BUILDING Master Permit No.WS l( -l I
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ELECTRIC ❑ ROOFING ❑ REVISION ❑EXTENSION RENEWAL
PLUMBING ❑MECHANICAL PUBLIC WORKS [] CHANGE OF CANCELLATION SHOP
A CONTRACTOR DRAWINGS
JOB ADDRESS: 6 -7 /V F etrra c'-
City: Miami Shores County: Miami Dade Zin:
Folio/Parcel#: 113 2-0(o 0060 Z$ ® Is the Building Historically Designated:Yes NO W
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): R Dea 1 e r s C "e Phone#:
Address: -vJ6 2_0 r x3 L I n w 0 12 1 L/r77
City: AO"4i n ktly L 1,L Me-G 4 State: Zip: 13 f LI
Tenant/Lessee Name: Phone#:
Email: J
CONTRACTOR:Company Name: QTF 41 4 I C4 1,�/ Phone#: 3a5 7 6f 57770
I
Address: 1 f / AIN YD .4yo Nk E
City: C 6 c 6 Ayd eyQe _-__State: J'L Zip: 3.367 3
Qualifier Name: 'V e 5 L Ll 61 tJ Phone#•
State Certification or Registration#: 1y �D Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ "�� Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New ,Repair/Replace ❑ Demolition
Description of Work: f'Q
ralace K o 2- Fy;s4-i�6a ,`��vw�
Specify color of color thru tile:
Submittal Fee$ Permit Fee$ ) 20 ° CA CCF$ 40 CO/CC$
Scanning Fee$ Radon Fee$ • Ck-3 DBPR$ CA� Notary$
Technology fee$ 3 C3 Training/Education Fee$ r) cC'�l Double Fee$___
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$ 1�� 0
(Revised02/24/2014)
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/s subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection w h occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be app ed and a reinspection fee will be charged.
Signature Signature � —
P
N or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The fore, instrument was acknowledged before me this
,cg o
2 day of 1444 ,20 J( ,by Z / day of L 20 IG ,by
fC0�'Q)En'S C la u�2 .who is personally known to 1 Y QS �U 6 f f1 ,who is persona wto
me or who has produced as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLI NOTARY PUBLIC:
Sign: ppSign:
Prin W." /J OPl I' Print: dl e
a►"!°. ''•. :�'`.'"`P�BL''-. AN L BAGRAMELI
Seal: ANUEL BAGRAMELI Seal: M
=+ MY COMMISSION#FF091411
MY COMMISSION#FF091411
ao?°' EXPIRES February 10,2018 °•', ry .' EXPIRES February 10,2018
APPROVED BY / Pians Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
� � e
1150 E. ATLANTIC BLVD. ACCURATE LAND SURVEYORS, INC.
POMPANO BEACH, FLORIDA 33060 L.B. #3635 TEL (954) 782-1441
SHEET 2 OF 2 FAX. (954) 782-1442
LOT 5 BLOCK 2 SET 1/2" I LOT 4 BLOCK 2
IRON ROD SET 1/2' N
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TA�HniSIES:RVEY IS MADE'FOR MDRTCAGE Af4 TITLE PURPOSES ONLY AND SNDULD NO E USED FOR 1514–OR CONSTRU 11 RP SES
1.UNLESS OTHERWISE NOTED FIELD MEASUREMENTS ARE W AGREEMENT WITH RECORD CERTIFICATION
MEASUREMENTS, This is to certify that I have recently surveyed the property described
2.BEARINGS SHOWN HEREON ARE BASED ON A BEARING OF NIA In the foregoing title Caption and have Set or found monuments as
3.THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR-OWNERSHIP.RIGHTS-0F-WAY, indicated on this sketch and that Said.above ground survey and
EASEMENTS.OR OTHER MATTERS OF RECORDS BY ACCURATE LAND SURVEYORS.INC.
4.OWNERSHIP OF FENCES AND WALLS IF ANY NOTDETEMINEO. Sketch are accurate and correct 1:0.the'beSt.of my knowledge.and
5 THIS DRAWING IS THE PROPERTY OF ACCURATE LAND SURVEYORS.INC.AND SHALL NOT BE belief.Ifurther certify that t. ts:survey meets Minimum Technical
USED FOR REPRODUCTION IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION. .Standards under mule SJ-Twid'opted by the Florida Board of Land
6 THIS SURVEY CONSISTS OF A MAP AND TEXT REPORT ONE IS NOT VALID WITHOUT THE OTHER.
7.THIS SURVEY 13 MADE FOR THE EXCLUSIVE USE OF THE CERTIFIED HEREON,TO BE VALID ONE Surveyors,January 11th,2fa.(()
YEAR FROM THE DATE OF SURVEY AS SHOWN.
Not valid without
the signature and the
REVISIONSoriginal raised seal of
DATE BY a Florida Licensed
Surveyor
and Mapper,
T ROBERT L THOMPSON (PRESIDENT)
PROFESSIONAL SURVEYOR AND MAPPER No.3869 – STATE OF FLORIDA
DATE OF SURVEY DRAWN BY CHECKED BY FIELD BOOK
10/,7/ta SP 1Ms 14-3364 SCALE 1"— 20' Hume RSU-14-3364
i
1150 E. ATLANTIC BLVD.
POMPANO BEACH ACCURATE LAND SURVEYORS, INC. TEL. (954) 782-1441
FLORIDA 33060 L.B. #3635 SHEET 1 OF 2 FAX. (954) 782-1442
TYPE OF SURVEY: BOUNDARY JOB NUMBER: SU-14-3364
LEGAL DESCRIPTION:
LOT 23 AND THE EAST 10 FEET OF LOT 22, BLOCK 2 OF GOLDEN GATE PARK ADDITION, ACCORDING TO THE
PLAT THEREOF,AS RECORDED IN PLAT BOOK 6, PAGE 130, OF THE PUBLIC RECORDS OF MIAMI-DADE
COUNTY,.FLORIDA.
ADDRESS: 867 NE 91ST TERRACE MIAMI SHROES, FL 33138
FLOOD ZONE: X
BASE FLOOD ELEVATION: NIA
CONTROL PANEL NUMBER: 120652-0306-L
EFFECTIVE: REVISED: 9/1112009
LOWEST FLOOR ELEVATION: NIA
GARAGE FLOOR ELEVATION: N/A
LQW9ST ADJACENT GRADE : NIA
;••••; HGGIiilitT ADJACENT GRADE : N/A
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9.690. 4 9906 6
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6.
EASEMENTS ACCORDING TO THE AFORESAID PLAT:
NONE
ABOVE GROUND ENCROACHMENTS ACCORDING TO THE AFORESAID PLAT:
DRIVEWAY IN ROAD RIGHT-OF-WAY ALONG THE SOUTH BOUNDARY.
NOTICE:
THIS SURVEY IS MADE FOR MORTGAGE AND TITLE PURPOSES ONLY AND SHOULD NOT BE USED FOR DESIGN
OR CONSTRUCTION PURPOSES.
NOTES:
1. THIS SURVEY CONSISTS OF A MAP AND A TEXT REPORT. ONE IS NOT VAUD WITHOUT THE OTHER.
2. OWNERSHIP OF FENCE AND WALLS IF ANY, NOT DETERMINEQ.
3. THIS SURVEY IS MADE FOR THE EXCLUSIVE USE OF THE CERTIFIED HEREON. TO BE VAUD ONE YEAR FROM THE DATE OF SURVEY AS SHOWN HEREON.
A = CENTRALANGLE
AARRCCLENBOTTR oo 0o LEGEND OF ABBREVIATIONS: MIAMI—DADE COUNTY NGVD1929
ACB CING
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a RADIUS OR�'�' ELEVATIONS BASED ON NGVD.1920 D.S. a DEED BOOK'
RAN RK3HT OF WAY SO.F r.. SOUARE FEET MAQJT. _ .MAINTENANCE CLF . CHAIN LINK FENCE �.� E A
P.C. n POINT OF CURVATURE P.C.P. a PERMANENT CONTROL PC04T S.C.P BROWARD COUNTY RECORDS WF WOOD FENCE
P.T. > POINT OF TANGENCY P.B.C.R. = PALM BEACH COUNTY RECORDS D.CR = DADE COUNTY RECORDS BLVD. v ROULEVARD NOT VALID NITHOUT ?
WM n WATER METER P PLAT P.B. PLAT BOOK AD = ASSUMED DATUM NTME SIGNATURE AND 1
OH OVERHANG N&D = NAIL&DISC O.R.B. = OFFICIAL RECORDS BOOK LM IRON PIPE I THE ORIGINAL RAISED
N NORTH P.O.C. = POINT OF COMMENCEMENT F.F. = FINISHED FLOOR I.R. = IRON ROD SEAL OF A FLORIDA t
S = °SOUTH P.U.B. a POINT OP BEGINNING ENCH. ++ ENCROACH GAR. GARAGE `
E EAST- AJC AIR CONDITIONER - CIL CENTERLINE LICENSED 5URVEYYOR
` W WEST fN6 a FOUND —X—X— = CHAIN LN+IICFENCE itit) MEASURED AND MAPPER. /
—/l--/!--/f—IF— a WODpfENCE
B.M. = BENCHMARK FND. FOUNDCHATT
LP LEAS REDPOL \
FH s FIRE HYDRANT F.P.L. FLORIDA POWER L LIGHT d' = METAL FENCE U.E. = UTIIJY EASEMENT
m OFFSET ELEV. n ELEVATION = PVCFENCE D.E. DRAINAGE EASEMENT
SEC. = SECTION MH n MANHOLE CONCRETE FENCE A.E. = ANCHOR EASEMENT
TWP. TOWNSHIP ESMT. v EASEMENT - - - = CONCRETE WALL p.R = PERMANENT REFERENCE MONUMENT
RGE. RANGE ELEC. ELECTRIC ��– = WIRE FENCE N.G.Y.D. NORTH GEODETIC VERTICAL DATUM
• T
MLAM 1VIIAM-MADE COUNTY
®2 PRODUCT CONTROL SECTION
DWARTMENT OF PERAIITTDtG,Ft4mOAtM11 NT,AND REGULATORV 11885 SW 26 Street,Room 208
AFFAMS(PERA) hUM9,Florida 33175-2474
BOARD AND CODE ADMUGSTRATION DIVISION TCW 315 2598 F(9$6)315-2594
NOTICE OF ACCEPTANCE (NOA) MMM--M—iAmjdad*.Sgx/ggMj
Lawson Industries,Ine-
$"I NW 90 Street
Medley,FL 331"
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-
Product Control Section to be used in Miami Dade County and other areas whom allowed by the Authority
Having Jurisdiction(ANJ),
This NOA shall not be valid after the expiration date stated Mow.The]Miami-Dade Cminly Product Control
Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Bade County)rive the right
to have this product or material tested for quality assurance purer. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revolt modify,or suspend the use of such product or mativial within their juries. PERA
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or rachial fails to meet the requinnwnts of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIO TION:Serks`n5-8700 Mange Framej,Aluminum IIsriznatal ming Window-I.+I.I.
APPROVAL Docummm Drawing No.L 7 1,titled-HS-4700 Horizontgd Rolling Flange
Impacit Window",sheets i through 10 of 10,dated 05130109 with rovisi+on A dated 01/25/12,prepared by
manuf tetuarer,signed and sealed by Thomas J.Sotos,P.E.,bearing the Miami-Davie County Product Control
Revision stamp with the Notice of Acceptance number and=q*adon date by the Miami--Dade County
Product Control Section.
IYII[SSILE I111(PACT RATING:imp and Small lVlm&Impact Resistant
LABELING:Each unit shall bear a permanent label with the manufachu�'s nine or logo,city,state,
model/series,and following statement"Miami-Dade County Product Control Approved unless otherwise
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 prooduct. -
TmKiNATioN of titin NOA will occur after the expirettion date or if theme has been a revision or change
in the materials,use,and/or manufacture of the product or pry.Misuse of this NOA"as an gridorsement
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.
AD : 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 entir04,.
INSPECTION:A copy Qf chi*1P*c:Np4*W provided to the user by the manufacturer or its
distributors and shall be avveilablci fait of the job site at the request of the Building Official.
This NOA revises and renews Wh:b 1 lend consists of this page I and evidence pages E-1 and
E-2,as well as approval document mentioned above.
The submitted documentatian was reiderad byAfjmqd Perez,P.E.
.. YOT
NOA No.12OIX7.08
Expiration Date: AprR 11,2017
.. Appruval Date: March 24,2012
• 1:' Page 1
. .. .. . . . .. ..
... . . . ... . .
Lam Industria
NOTWE OFA RMUMMM SERNMEEM
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No L8700-0901,fitted`H"700 Horizaotal!tolling Flange pct
window°',sheefis 1 tllMugh 10 of 10,dated 05130109 with mvision A dated 01/25/12,
mal by manufacturer,signed and sealed by Thorns L Sotos,P.E.
B. TESTS
1. Test rqmft on: 1)Air Wilbur ion Test,per FBC,TAS 202-94
2)Undmm Sufte Air Pycomv Tz4 14adwS per FBC TAS 202--94 water Resistance Test,per FBC,TAS 202-94
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
along with marked-up drawings and installation diagram of 8 specimens of an
aluminum horizontal sliding window,XOX(1/4, la 1/4 and 113, 113, 113)
configuration,Prepared by Hurricane Enginming do Testing,Inc.,Test Reports No.'s:
HETI-10-3047,HETI-10-3048,HETI 10-30499 HETI-10•-304914 HETI-10-
3050,HETI-10-3051,HEU-10-305211,AETI-106-300,HETI-10-30%,HETI-10-
3057,HETI-10-3130,HETI-10 31319 HETI-10,3223,HETI-10-3224,HET-10=
32251, '-10-3226 and IIET140-3251.,daWd I 1 IO,OV23111 a OV25111,
signed and sealed by Candido F.Font,P.E. and Rafael E. Droz-Seda, P.E.
(Submitted under preWour NOA N& 11-070110)
2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Prmm Test,Loading per FBC TAS 202-94
3)water Resistance Test,per FBC,TAS 202-94
4)Large Adinfle Impact Test per FBC,TAS 201-94
5)Cyclic Wind Pressure Loading per FBC,TAS 203--94
6)Forced Entry Test,per FBC 2412 3MI,TAS 202-94
along with marked--up drawings and installation diagram of 8 specimens of an
alumimrm horizonUd sliding window,XO configtuation,ply by Hunirane
FxgWeming&Testing,Im.,Ted Rqmb No.'s 3 ,BE
HETI-09-20359 HETI--08-2036, HETI-08 2037, HETI-08-2038,
HETI-eS-2116A and HETI-08-211684 dated 02IM08,all signed and sealed by
Candido F.Font,P.E.
(SubmHod ander previous NOA N& 09-0706:05)
Ogg
..
ManadTve
• .. . . . . ... . .
.. ... .. . . . ..
• ••• Product Contrat r
000 . . . A No.12-0 %.
. . . . . . . .
• •• • • • • • Expiradon Date: April 11,22117
Approval Data: March 29,2012
... .
K-1
. . . . . .
•t• .' .. . . . .. ..
,> vson Industries.Inc.
NOTICE OF ACCIKPT. CF: EVEDENCES lt�"I'EII
B. TESTS (comiNulm)
3. Test reports on: 1)Air Infftnition Test,ger FBC,TAS 2022-94
2)Uniform Static Air Praire Test,Loading per FBC TAS 202-94
3)Water Resistance+Test,per FBC,TAS 202-94
4)Large Mis.Ade Impact Test per FBC,TAS 201-94
5)Cyclic'Wind Press=Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94
along with marked up drawings and installation diagram.of 8 specimens of an
aluminism horizental sliding window,XO confipmdoj4 pqWed by Fenweration
Testing Laboratory,Inc.,Test Reports No.'s FTL-3497,FrL-3098 and FTL--3364,
dated 12/06101, 12/11101 and QMV002,all signed and sealed by Luis Antonio
Figueredo,P.E.
(Submiftd under NOA No. 02105)
C. CALCULATIONS:
1. Anchor verification calculations and:strnctinvi analysis,complying with FBC-201 0,
prepared by manufacturer,dated 05f18/09,revised on 07/10 and updated.on 01125112,
signed and sealed by Thomas J.Sotos,P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Mari-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA).
E. MATERIAL CERTIFICATIONS
1. Notice of Acce=ptance No. ll-"24.01 mued to F.I.DuPont DeNemours HBc Co.,Inc.
for their"DuPont Butacite*PVB Iuuwlayce child 09=11 1,expiring on 12111/16.
2. Notice of Acceptance No. i 1-0325.05 issued to,Sohl,Inc.for their"SaBox and
Vanes clear and color interlayers"dated 05105111,expiring on 05121116.
F. STATEMENTS
1. Staumumt letter•of confornance,complying with FBC 201%dated Jwmwy 25,20M
signed and pled by Thomas J.Sotos,P.E.
:Z. Statement letter of no financial interest,dated May 20,2010,signed and sealed by
Thomas J. Sotos,P.E.
G. OTHERS
1. Notice of Acceptance No. 11-0705.10,issued to Lawn Industxics,Inc.for flItir
Series` - fA}VMge."Alutainum Horizontal Sliding Window-L-MJ.,approved
00 on091U&tlr l4xpiq1ng-qn$4/11/12.
.. ... .. . . . ..
• ... . ... ... 00 NW=efPww�PX
Ca 4
• NOA No.=M
..
••• ... . . . Espiu alts Dain: April 11,2017
Approval Date: March 29,2012
.. ..
A AT A T General Notes:
1,) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE SOLO FLORIDA BUILDING CODE INCLUDING HIGH
VELOCITY HURRICANE ZONE HVHZ)AND ASTM I800-08, THIS PRODUCT �
LIE
IS IMPACT RESISTANT. (8H NOT REQUIRED)8.) WOOD SUCKS SHALL BE INSTALLED AND ANCHORED 80 THAT THE BUILDING '^RESSTS THE SUPERI MPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTSOF 8010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL3.) ANCHOR$SHOWN ON SHOAT E OF 10 ARE A8 PER TEST UNITS. ANCHORS ONALL WINDOW SIZES ARE NOT TO EXCEED THUS MAXDIUM SPACINGS ON CENTER ie � 04(O.C.), AND AS TABULATED ON SHEETS 8. 7, or 8.t3 B1 4.) ANCHOR CONDITIONS NOT 028=20 1N THEM DRAWING'S ARE TO BB
ENOINFERED ON A INTO SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND
• • TO BE REVIEWED BY BUHOHIo OFFICIAL,
• ••• �' • •• 6.) WINDOW8 ARE QUALIFIED FOR UAE WITH MOM GLAZE LAMINATED OLASS TYPES
• • • TABULATED HEREIN (SEE SIMM B8, 7,or S}, AND Poll USE WITH DOUBLE GLAZE
i REFER OF 10 EOR 01141"TION ANCHOR DETAILS AND NWT ,
• •• POR SIMUN DETAILS-A,A1, B.&41"REFER 7'0 SRBET p8 LAMINATED INSULATED GLASS TYPES TABULAPRD HEREIN (SEE SHEET• $8, 7 or 8).
a FOR AL DETAO,S-C,0, &E"ROPER TO SHEET q4 8.) WINDOWS WITH OLASS TYPO -A, C. OR 0"INSTALLED ABOVE LOFT,
• 4 REFER TO{HOOT 6 OF 10� LOAD CHANTS AND MMIL IN THE HVHZ.THE I.O. EXTERIOR LITE SHALL BE TEMPERED,
• •••• • A V.) SEE �T 4 FOR LOCK DETAILS & OPTIONS.
•• • 6.) SEE SHEET B FOR GLASS TYPES.
•••• • 100 6.) $EE SHEC'P 8 FOR DIMON PRESSURES ON "X0 or OX-WINDOWS. C
•••• • • 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LLTZ "XO)-WINDOWS.
• • \� • • •�� IL) SEE BMW 8 FOR DESIGN PRESSURES ON UN-EQUAL IM -XOX-WINDOWS.
.. .... \. ♦� • . . d x
• • `1 ♦ \ I 18.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 8, 4, or S.
•• ••• \ \'` • 01 •�'" 18.)EXT'. &DPP. FALSE COLON AL 11UNTINB ARE OPTIONAL Mt AND ARE APPLIED W1 SILICONE
B\ 0 .r/ E 14.)MOOD BUCKS IN COMM WITH CONCRETE MUST DR PRESSURE TOUTED AND ANCHORED � aD
(BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SIRE SHMST A 4 &0 FOR DETAILS
.. ... •� & NOTES)MOOD SUM TO BE ANCHORED IN COMPLIANCE WITH THE OW PBC CHAPTER
B . . 84 SECTION
16,)APPROVAL APPLIES TO SINDLO UNITS OR 910E BY BIDS MUM UNMPB.
16.)SEE SHM Y 0 FOR AUTON/MAL ATTACHMENT DETAILS.HOTEB&OPTIONS.
17J MULLING IORM14TAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-WADE COUNTY APPROVED
�¢x=Faust
to MSIDOWS USING A MIAMI-DADS COUNTY APPROVED MULLION IN BETP/SON ARE ACCEPTABLE BOT
N oTSSs THE LOWER OEM PRESSURE FROM'NPS WINDOWS OR MULLION APPROVAL WILL APPLY TO THE
1 REFER TO SHORT 8 OF 10 FOR OWALLATON AR7i0R DETAILS AND NOTES. EN7YR8 MULL=SYSTEM.
8 FOR VETPM 09088-80MION DERAILS-A.Al.B,&BI"REFER TO SHOOT 00 10,) ALL METAL/8 M IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE
D FOR HOW NIU 0089-80MON ON MAILS"D,& E"HIM TO SHRET 03 PAINTED OR PLATED AND SHALL MEET SECTION 8008,&4 OF THE 8010 FLORIDA 81,110. CODE,
4)REFER TO BESET 0 OF 10 FDR MX1N LOAD CHARTS AND NOTED,
A (�I
_ y
a
In-Equal MRODULTF • .k
lO1 XDX -� ual Lite (IM-112-11!j)
I REFER TO SHEET B OF 10 FOR BWTALIATON ANCWR DNPPAHS AND WISS,FOR VERT=02030-MM DETAILS"A.At.
8 PDR H NPAl, -SBCTiON WTAG.s 10. &E"REFER TO SHFOP 95 � - �-`•..-.N..•
41 RSFIR TO OW 7 OP 10 FOR DESIGN I"CHARTS AND NOTES,
Q HORIZONTAL SM IID NG TT E&a WINDOlY
A PRQVED E ME=
Tgff UNIT SIZE: u1"X 03' 4i SD VV OVERALL FRAM WIDTH Tial taRT T4"x63` 74.OVERALL FRAME VIDtH
(NBTAUA"QN PASTSIISRS 84 SM'INTE411111 FRAM WIDTH (1K8P8 T • 73'INTERIOR FRAME WIDTH I
R
(A)10 AT MME HEAD � a S (3 AT 17tAM9 HUD IF DP ASOVS TOA
(14 AT MME HEAD IP IB•ABOVS 70A (1)4 AT U. PRa1tB BILL .!- a
(B) 10 Ar PA PRAM BILI A Al ah t4 !A> a. (9 aT FRAME OU IP DP A80Ve TADt A A 1 g.
(14 AT FRAMH SML IF OP aBOVE 70.0) S
( 0 AT EA. mmm JAMB P 4` da Q) ( 0>�RAL NONoTs B3 k 94. tpD t u It"
•SRB p811ERAL HOTS 80 t:9a —r�
a
V
E / 4 saa 'ca!{ a � E //
D Xe
!//'� x-s I cot;��•� ���'� 13 u De. �///'� :.Y��iaez aal� FJ I! ae.
fry ,� t � yL� Ory � ._� � � ■r
B 81 � � Isu•oa 6 81 ��- � � Isu•os. � •
I �
re
ai. T yp SPApCEDi�6�ATj NERD{FJS"'j
A"� 1 8.dT T RA LS f'�t MEJ yA ! vJ
�'1 t O.X1C..,� � EGtUAt. LITIS � •�-7OPSF c4 -aL1 ! •• �q :C
Rnc -s cr Dat •a al 4 Dr at r dsXQUA4 IJW
•"1t
TOOT Ulm eta III,x 63° , Ilzd+a lea rd�" D•c•6,s4 r ar sus �D tt gg`ve�eq Tma ' ar art is al D i as•.s T rr •" ��� ' "• [
DMiTaLtJ1Tt6N PABTBNBAB 1t1.OVERALL raw WIDTH e:1�E HORttDNraL c�l•eee'T'�n DE"�ana"4e.b,6 Bt.►etac'�M .. ;�1 '
W 10 AT PRNMB HBAD 110' INTERIM FRAME WIDTH •••••• • • ••
(14 AT PRAMS HEAD IR OP A 700 it
(B)10 AT EA.FRAME Brit A A 1 •
(14 AT"AMR SILL IF OP ABOVE 70A) • - '' SI�RIZ,A 700 4R ONTAL SLIDIIQ!�"'RII�iDOW •
S Ar P.A.ntm JAMB Oq 4•
*M OPdVAL NON p3 k 94• aca �t FLANGE EI Z1VATLQN&.!="
•••••• •
13V'aC. •• •• • •
s
E
B nee tAe a , at d //
U �I." •••••
/ • • •
14
•
'�! eye zeo-- ea 10 U'a0. ••
fe rxz-a � � � �'Yd ��11'••�
6 8 9 � w ut•od: ,x
PRODUCT nHVISDt 1
1DOfIQ3
owlmcenwro v
p Sg Wg ppb aNo
m - !f •'yti.
I,
MAL)
�o� IItC�R A�AA.AW.0
SW arxHaR svacDd3 aT Mao►SIL �, .•
MAL) SAX- JINDON aUN—EGUBA,L_=� �
81126 T11L $CR�S'SECT/LDJ��TAILBAIC.E{b AL YTABIO:LT 00�
1/4• TAPCOM W/ l 1/4• STUCCO OVER METAL LATH NAILED TO 014 SAI V/ 1 1/4•
DIN,ENDEDMENT INTO Cr! �
EXTERIOR GRADE PLYWOOD SHEATHING MIN, EMBEDMENT INTO WOOD �••
(SEE ELEVATION AT SHfRY
1. ALL WOOD BUCKS ENGINEERED SEPARATELY TO BE SPECIFIED BY ARCHITECT OR 64, (SEE ELEVATION AT SHEET OP •
FOR MAX. FASTENER SPB TO N REVIEWED BY BLDG.OFFICIAL (TYPJ (EXTERIOR OtNISH BY OTHERS) FOR MAX. FASTENER SPACING)
2.WOOD DUCK AND FRAMING (NOT BY LAWSON NOT DISTRIES, INC,
1 1/ �saYEDtB: EINDUSTRIES) MUST SUSTAIN LOADS IMPOSED . Y
.p o TME GLAZING SYSTEMMINw eX
� w,,• }� � EDGE M1r� �R,y. •t� � C7
a ,'"v
r
t/4•MAIL 48 1 1/i" •'Ma
EXTERIOR GRADE—/ 12 SHIM SPACE 2X )
PERIMETER CAULKING
1S OMf•
A t 1 at DRAK PEMMETCR f/4• MAX. p
14 t8 B % APG)IED 9Y"141T BYS16M SPACC j Q
CTYPJ { ti
<fYPJ �1
CLEAR SILICONE ADHESIVE ZXTEWR
BEDDING COMPOUND A� INTERIOR J GC
34 •• _�1,�
EXTERIOR INTERIOR • • ••• •
ALTERNATE DETAIL • • • ••
LAMINATED GLASS *Got**
•• •• ••
3
t4 �QQ�A�R�y'gA a.eTlOi�„___N a1:Ter,• •••:•• �
8 0000 •
NIND},O& INSTAuATIBN NORE9: •••••0 0 •
a t THE WINDOW I MME FLAATIC TO K BACK-BEDS+G►•)0.R EXT. ••• • • 0
GRADE CAULK T T THE ENTIRE PERIM9T�A►�T•►LANG£
8 SBY WINDUW 1NSTALUV(TVP.) • • . •
SR"L RISER - LICOMt, THE EXPOSED EXT.PERIMETER It THE WINDOWfW
APPLIED WITH SILICON E K SEALED M/AN APPROVED EXTERIOR DRAW C ;O
SEE CHARTS ON •
BY OTHERS(TYP,) • •
2 SHECTS 04,O8, 6 OB, • 0� •�i
•
•"tBX TRI:CAP BSTWIBtI(THD WINIM FRAMB NO TRO DUCK OR•
10 1 MASONDY 18 I M TRAM 1/0',MW ARS NOT!m'm'• •• G
_ BI v ••
/3 ANGHO128 NOTIC: 1
••
.
EXTERIOR GRADEti h W. GRADE a lx � ANCHURS TO DE 012 SMS IBI WD, SCREWS INTO WOOD, OR 191 sNry��
PERIMETER CAULKI% CAIILX 1/4' TAPCGNLS or APPROVED CGIC–FASTEMRS INTO CONC.,
WITH A MINIMUM OF 1 1/4'PENETRATION INTO WOOD OR ••MOM.
CONC.(REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) 000'0 yI
•e s . v4•MAX +
a u4•MAX d•
p'.a .:'.4•• BNIN'SPACE y d •4, y sMD7 it
:A 4 4.•1 1/4'M2 IN, e,iTYP.f ,A 4 4•• v 1/4 M , tTYPJ It tatiQa
o ; END DNT d° ' ti ° � Iyy
NT; :,.e• Wdl* Q C)
4d '• °:° A 4. 4.• :�0, dd, • �••p 01NO
pT i6
l 118• MIN. ,j n
• DGE DiSTANC I4iA1t' 191��t
OPTIONAL $141�D '�1 CATION p AT 'X0 or OX" tIN
1. ALL HOOD HIiCXS ENGINEERED SEPARATELY ;<
RX WOOD BUCKS 1, TO BE REVIEWED BY BLDG. 13FFICIAL (TYPJ yy
BY OTHERS (TYPJ I3, WOOD BUCK AND FRAMING OMT BY LAWSON
H MTS IES)GLA144USING BYSJTMAIN LI3ADS IMPOSED
iBYEOTHERB)�
PT. WOOD BS ,
UDS
LAMINATED GLASS :. r.
a
• 1/..�, 3
SILICONE ADHESIVE H4.ttA� c•7i,9'
414 SM,&W/ 9 114• SH ALE BEDDING COMPOUND SHiM SPACE »•'Ls4� a �1 d
MIN.EMBEDMENT INTO WOOD. F INTERIOR tTYP.I ,
(SEE ELEVATION AT SHEET 42 • k 7 97 3A 2
FIE( MAIL FASTENER SPACING) 8% Yr y °I
1I4• TAPCON W/ 1 114'
14• MIN. EMBEDMENT INTO CONC.
E
(SEE ELEVATION AT SHEET 42
EM NT
�-�OR MAX. FASTENER SPACING)
t2
1EDGEa
DISTANCE B ;1/4•MIN ®h
11 EMBEDMENT
17
8 0 ..e•' 1 MIN.
"' E�E DISTANCE
EXTERIORWALL FINISH •�• •y*�. �'•. e.
BY OTHERS (TYP.) q% .{irii
• /^�
46EXTMOR 18 t9 91 �`�"�'� •.a'•.
�./ PRO_E Avg *n. 6p
BlilCCO OVER NCTAL ATN NAILED Tort)• `i�Fns' •• It,
EXTERIOR 6RAOC PLYVOOD SHCATF4N6 EXT,GpADCpp��PyyERgg4ppGTER �' �, 'd!•�,C,1'� • JJ/1
TO BE SPECU MD,BY ARCHITECT OR GC K lNDI�TRIES' • •••
tEtNTER14R F1wISM 8Y OTtagsl TTOPPP(.IED DY 01HER8 73' MAX. • •
NTti BY LAVSWt IwDUSTR�s.INC, tTYPt •• • •• •
—WINDOW FRAME BUCK WIDTH i... ..... • • � �
74' MAX. •00:••
WINDOW FRAME FLANGE WIDTH .... ••
IV WINDOW EQUAL LITS •••• i •
"OX- REV>a1WD •••••• ••• •
31), 31 Dnyl)0 N L.I,A'PiON N()TE9: �
••••••
1. THE WINDOW FRANC FLANGE TO D£ BACX-KDMD V/ AN EXT. • • • � •�
6 GRADE CAULK tHRM"UT THE ENTIRE PERIMETER OF FLANGE • • • • ••••B
BY WINDOW INSTALLER (TYPJ 000
9
2, THE EXPOSED EXT,PERINRTER OF THE WINDOW FRAIL TO ••• • • '�
K VAUD W/AN APPROVED EXTERIOR GRADE CAULK •• • •
• • •
SY OTHERS(TYPO •
21 •WM THB OAP 1IMSEN THE WINDOW PRAW AND THE BUCK OR •• • ��/1/IIIIFp�`
$ MASONRY IS UM THAN 1/0".SHOW ARE NOT=ULM. ��•a• .,� �7�
ANCFIORS NOT)$: P'• '•
ANCHORS TO BE M)2 SMS OR WD. SCREWS INTO WOOD, OR P PlataEn �T{ 4
LOCK (LATCH AND SWEEP OPTIONS 114' TAPCONS or APPROVED CONC. FASTENERS INTO LONG, ii
WITH A MINIMI%(OF 1 114• PENETRATION INTO WOOD OR Ooos OJ
1. BOTH EMUDBD ALUMOCUM AND PUNIC Ull HANDLE CDC. (REFER TO LOAD TABLES FOR QUANTITIES REWIRED) ♦ /1 S
LICKS AM QUAIRILD FOR USE ON ALL WINDOWS. � 7
z. Borth ME OAST AND NYLON CAI! LOM ARE QUALIPIRD
FOR U88 ON ALL'WINDOWS.
9, TWO (8) LOCKS ARE REQUIRED PER EACH VINT. Yi Valu/)�0e•
0 12 X 1 3/4• S^L ;s
1 I/4•MIN. WOOD EMBED y
(SEE ELEVATION AT SHEET 4Q
FOR MAX. FASTENER SPACING) ir+' .PT, WOOD DUCKS
CLEAR SILICONE ADHESIVE
(/4.0 21 22 $ BEDDING COMPOUND LAMINATED GLASS
(TYP 33 L7CPERJOR 9sFkFg14(
7 17
(rYaa
5 34 31 v.t► a
+II
Z. 1/4• TAPCONI W/ 1 1/4'
MIN,EMBEDMENT INTO CUM
(SEE E1,EVATION AT SHEET 98
14
FOR MAX,FASTENER SPACING)
12 � e 'a.,r
pp
.7
4
Mme• IN 18 8 11%4•
17 B D
r..._ ....... ...._. — ............._.. s a 1 MIN.
EWE DI {
•. EalsraNxE
CCAW�E
'7�•', w�Wf",X p
WINDOW FRAMs: RUCK WIDTH • •• d
• aP
— WINDOW FRAME FLANGE WIDTH •••• i •• • •
•
"XOX" WINDOW EQUAL AND UN—EQUAL LITE 04,61:410 i • •
•••• •. •
SYINDOW tI�iSTALL.aT10N NOTES: • •
1. THE WINDOW fRAMC FLANGE TO DE BACK-BEDDED W/ AN EXT, eggs i • • •he 1•
DRAW CAULK THROUDHOUT THE ENTM PERIMETER OF FLANGE •••••• •• • • i •
BE SEALED W/AN APPROVED EXTERIOR DRADC CAULK
BY WINDOW INSTALLER(TYPJ
B. THE EXPOSED tXT.PERIMETER OF THE WINDOW FRAME TO •••••• • •
• •
BY OTHERS(TYP3 :00:0:
•�
• BHBN THE OAP Bi BTI THS WtMW PRAMS AND THE BUCK OR • • • � �
MASONRY IS 1,888 IRAN 1/0-, SHM AN NOT RBgU18B'D, • • •• � • • • •
ANCHOR NOTE: •••egg,
i • •• • •
ANCHM TO BE 418 SMS OR WD. SCREWS INTO WOOD, OR •
1/41 TAPCONS •r APPROVED CONN FASTENERS INTO CONC., •WITH A OF 1 1/41 �!
TO WOOD OR
COW. (REFER�Ttl LOAD TABLES FORTION UA
ONTIT ES REQUIRED) '•� '° ' 6'
N9
PRODUCyT�@RRVmw •N O
8 (xtAO•�NI+eFm7t60 , v
EWA
AQNm hI�F /1411��
.�
WUaIDOW Jamb Has , a A cuss 'B• 7 T 2 3 HS •
A�OrS ��g + + + - + + - +
24 24 3 3 655.0 650 .0 70.0 .0 7110 70 0 0 800 80. 0 a
38 24 3 4 65.0 65.0 86.0 70.0 70.0 7110 70.0 8110 8110 80.0 80.0
48 3 6 66.0 66.0 8,5.0 85.0 7110 70.0 7 70.0 8110 80.0 0.0 8110 gg
60 ZA 3 6 65.0 66.0 86.0 70.0 0 7 0 70,0 850 80. 800 800 _'
72 24 8 .0 0 615A 70.0 700 700 .0 80.0 80.0 80.0
3 4 0 66.0 0 85 70. 70.0 0 ago .0 m
4 .0 .0 0 700 0 800 800 0
48 30 3 8 .0 0 0 70.0 70.0 700 0 8 0 80.0 8 0 80.0
so 1 36a �• 711 7 0 8 0 0 80.0
72 1 35 aOslo- :0 0 7110 7110 0.0 0 8110 8 8110
68.0 0 0 0 .0 0 800 0
36 4 4 0 0 7110 70.0 70.0 70 0 0 .0 80 ��` '
86.0 85.0 0 0 711 70.0 7110 80 0 0 ^y .
60 48 4 6 65.0 ( .0 65.0 .0 70.0 70.0 70.0 70.0 80.0 0 80.0 8110
72 .0 66.0 85.0 0 70.0 70. 70.0 T 0 00 8110 600 Sao
36 so 8 65.0 66 0 86 0 70 0 7110 7110 70.0 8110 800 800 x
0 o 65.0 700 7110 7110 0.0 0 800 o 80. g
6D :0 66.0 �.0 .0 0 0 711 7 0 0.0 80.o 80.0
8 6
26A 1 ONS.0 B.I. 850 70.0 700 7 .0 50.0 0 60. • •
37 65.0 0 70.0 700 80.0 8 0. •
128 3 0 .0 05.0 66 0 70 0 70.0 70. 8110 80.0 8 .0 �';'� ••
4 85.0 0510 70.0 T .0 80 0 8110 8 B0.0• •
•
•
37 36.378 4 4 65.0 65 66.0 0 70.0 70.0 70.0 11 80.0 800 8 8Qo • •
1 5 378 4 6 .0 86.0 0 .0 0 70,0 70.0 80o 80.0
•• ••
74 38.378 4 8 .0 �. �:0 no 70.0 .0 70.0 .0 80.0 A•• 80.0. • ' •
5 8 0 8 811
37 0 0 • • � • • •
0 711 7 •
8 •
US 4 05.00so37 0 7 7 0 • 8110: iA•
7 8 i •
,125 a IMS270. 0 0 800 .0 •
7 ?0 ,0 70.0 0• • •
v 60 615.0 no 0 0 .0 70.0 700 0.0 0 60.0 * ...
128 6 6 m 70:0 .0 70.0 70.0 0. .0 811 80.0 °"""•�y��di�
74 6 81 66.0 88.0 66,0 85 65.0 1 700 - - 4•
QteS a.)Sill SHNET s FOR OLISM TYPES, OBTAtLB sib STUCONC OPMRS. mwmn Vdadw 4 0+
10 STANDARD SILL USED ON WINDOWS WITH +70.0 OP AND SEIAW As H9 � �° SRL RISER - OPTICAL a
(WINDOWS WITH GLASS TYPES-A, 8, C. & D-) 2
0.}Bill WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 OP // �\ S" 1 APPLIED WITH SILIMCK
(mmm WITH CLAN TYPES-E, &F")AND +80.0 OP MAX. `� 4g �\\y o g � FOR DP ABOW +70A PSF
ADDITIONAL ANMRB RWMD AT FRAME HUD&SILL ON
WINDOWS WITH IHb ABOVE 70,0. (SEE CIAVATHIN AT 8=7 1 OF 10) 4m ♦ °° �� �50� ��
4.)WINDOWS WITH OI ASS TYPES A. C, OR 0'INSTALLED ABOVE 00PT, r s 1 p{
IN THE Mm THE 1.0. B%TERIOR UTE SHALL RE TENPm11D. >1i Im
St W10 Unlkwl
+t-Pressures
FRAME SME #Jwnbase ss T s 7 2 ss T O ass 8 Gloss
IQT WEIfl T o + - t + + - f t +Dot not
60 2 3 7 80.0 • A 85.0 7 .0 62. 62.0 65.0 75.0
72 24 3 7 80. 80.0 80.0 .0 .0 65.0 7" 52.0 62 0 75.0 t; S
24 8 80.0 80.0 8 .0 78 66.0 52 52.0 65. 75.0 !�
98 2d 3 10 0. 0. 0 85.0 0 .0 7 ,0 62. 52.0 75.0 a
00 1 36 3 7 80.0 80.0 $0.0 10 ,0 ,0 85.0 .0
1 38 3 7 0.0 0 0 0 6 2,0
70.0 7 . 6, T . 2. 88.076.0
go 1 38 1 0 7 . 70. 7 . 0 7 .Q 0 75.0
108 36 3 1 - 52.0 �. 76. 68.0 76. 10 10 78.0
4 7 70.0 7 7 . 7 0 8 0
72 4 4 7 70.0 76.0 70.0 0 75.0 6. 5,0 .0 7510
84 48 4 8 52,0 .0 66. 75.0 .0 75.0 52.0 85 0 75.0
0 62.0 .0 75.0 .0 5. 52.0 0 ,0 76.0
108 45 4 11 52 0 65.0 75.0 65.0 75A 2. 52.0 86.0 75.0 ® v o
72 s 7 52.0 .0 66.0 76. 52. 2. 75,0 o
b 8 2 S2. 76.0 65. b 52.0 0 x
96 60 6 10 52.0 .0 86.0 76. 85.0 75.0 52.0 62.0 66.0 75.0
1 1 - - s20 S2.0 �. 7 . 88,Q 78, 52, 62.0 66. 750
74 28 80.0 80.0 88.0 76,0 .0 75.0 52 52.0 BB 7 .
74 78 3 7 0.0 80.0 80.0 80.0 85.0 7 .0 85.0 75. 52.0 820 65,0 75.0 •
4 7 85. 6 .0 78. ,'�I 0•
52,0 0 85.0 6. 52.0 2. • 7S. •
74 s 7 82 0 0 78.0 85.0 76.0 62,0 S .0 6 7S. . •
6 26 .5 88 0 5. .0 5.082.0-, 52.0 75.
8 4 52.0 .0 .0 7 0 7 . 52.0 62.0 ••• 7 10 ,
79.5 50.62 4 9 62. 52.0 .0 75.0 7 0 .0 62.0 7 .
5 68 S 9 52.0 62.0 70.0 5,0 62.0 2.0 5.
79.6 63 5 9 62.0 52. 76.0 65 0 70 -5-2.0 5. +
8 xv 3 11 62.0 • • •
1 6 78 4 $2.0 ••
2b
60.6254 •
106.25 so b 1 82A 6510 62.0 .00
7610 •
-A 00.25 • BZ. 7 - 7 , � • • gg
28
38.375 1 2. 0 A•
•
8 8,0 Q 75.
1 2 Bb .0 2.0 71
.0 ' 41
RA RI OUCTRW400 O P
a,,,, (0): Rmpls�amb0roi�d4n � 4.d•
�(QSrSis8 1.) m OR9 FOR am=TYPES. DETAw&saLN;ONE OPTIONS. i ANO °
9.) /TAINIM SU USED ON Wbi WITH +70.0 OF ANO BEWW
(WINDOWS WITH OLAs9 TYPES "A, S, C. k D-) r//,. r/./ i/,/.• ` o MLL RISER - OPnWa. °
S.}SU WITH MU ADAPTER ARE FOR WINDOW ABOVE *7O,0 DP f APPLIED PITH SILICUNE
(WINDDWS Wren GUN TYPO"E, k P')AND +80,0 DP MAX �/ r/ �/ � � FDR np ABDVE +70.0 PSr
ADD1T10NAL ANCHORS REQUIRED AT FRAME HEAD R SIM ON1 2 I 'a.,..••
WINDOWS WIN DP ARM 70.0. (WS WATION AT OHM 8 OF 10) � (.a �% t+�y0 � 6lAX!
4.)WINDOWS WITH OIASS TYPES A. C. OR 0"WrAUED ABOVE WT.
IN THQ H4R6,THE 1.0. MTma LITR SHALL BE TTDAPBRPA.
r .. .....___ ..._ _........ .. .... 1?ES/QAI LOAD CAPACITY
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FRA Ar1E SIZE #Jamb #H&S Glass T "13" •Z Glass To®"C" ir Z Glass T "G" CZ Glass T •V Glass a Or C 3 Glass "G" 2
WUT1.0 1KIGW Mchore Anchors +Ww +W w + + + + -
60 24 3 7 80.0 80.0 80.0 0 65.0 76.0 65.0 76.0 52.0 62.0 65.0 75.0
72 24 3 9 80.0 8Q0 80.0 80.0 65.0 75.0 85.0 75.0 52.0 52.0 86.0 75.0
84 24 3 w.0 50.0 80.0 60.0 65.0 75.0 65.0 76.0 52.0 62.0 .0 75.0 sit
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38 3 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a •- IL
72 36 3 9 70. 75.0 70.0 75.0 e5.0 76.0 65. 76.0 0 52.0 65.0 76.0
84 36 3 9 62.0 52.0 95.0 75.0 65.0 75.0 52,0 52.0 66.0 76.0
(10 48 4 7 52.0 52.0 65.0 75.0 No 76.0 620 62.0 65.0 75.
72 46 4 9 52.0 6.0 es,o 5,0 62,0 52.0 66,0 75.0
4 9 62.0 52.0 e6.0 6.d e&o 75.0 62.0 62.0 10 --7&-F-
60
5.e0 eo 5 7 62.0 52.0 86.0 75,0 65.0 75.0 52o 520 06.0 76.0
0- 9 520 62.0 65.0 75.0 e5. 7s.o an 62.0 65.0 75.0
84 60 6 9 620 62.0 85.0 75.0 65.0 75.0 520 62.0 65.0 75.0 s5
53.125 28 3 6 80.0 80.0 00.0 80.0 85.0 75.0 65.0 76.0 -az 0 52.0 no 76.0 �
53.125 36.376 4 8 80.0 80.0 .0 80.0 e5,o 76,0 65.0 75.0 52.0 52.0 65.0 75.0 � x°
53.126 60.625 4 e 70.0 76.0 70.0 76.0 65.4 78.0 86.0 75.0 520 52.0 65.0 75.0
53.126 58 6 6 52.0 52.0 65.0 75.0 65.0 75.0 52.0 62.0 65.0 76.0
53.125 63 6 a 62.0 62. 65.0 76.0 96.0 -7a0 0 62.0 85,0 75.0
74 25 3 9 .0 80.0 80.0 65,0 76.0 65.0 6.0 62 0 52.0 75.0 •�
74 36.375 4 62.0 52.0 65.0 76.0 65.0 76.0 520 62.0 035.0 75.0
74 6o.e2r 4 9 52.0 52.0 65.0 .76.0 65.0 75.0 62.0 52.0 • 75-0-
74
5.074 s8 6 9 52.0 62,0 65.0 75.0 86.0 lao 620 62.0 76.0•
74 83 5 9 520 szo 65.0 75.0 no 75.0 520 52.0 • 75.0 ••
79.5 25 3 9 80.0 A 80.0 80.0 66.0 76.0 66.0 75.0 52.0 620 RQ 75.0
79.5 38.375 4 7Qo 76.0 52.0 620 .0 75. 0 76.0 52.0 .0 78 •
79.6 60.62 4 62.0 82.0 66.0 76.0 es.0 75.0 62,0 62.0 75. � • ' •
79 5 038 8 9 62 0 036. 7 .0 75, 0 62.0 7S. • • •
79.6 5 62.0 62.0 .d 7 . .0 75,0 A 62.0 .0 75.0 •
20 3 9 70.0 .0 70.0 701. t�.0 79.0 65 0 .0 62 0 62.0 . 75.0
36 37 4 9 -To.0 0 62.0 BZA 85.0 76, d 5. 52,0 62.0 75.
e4 �. 52,6 10 66.0 76,0 .0 75. 520 6 .0 .0. 76.
6 9 62.0 62.0 85.0 75.0 7 . 0 62.0 7 . •
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SBS * 1.) Styli aHEBT 9 FOR DtA21N0 TYPES. DSTAILB & 81WOONE oPT10N8. 00o��oD O O
8.) BTANDARD SRL.USED ON WINDOWS WITH +70.0 DP AND BELOW \\ /,/ ( IaaDo
(1lINDOWB WITH OIA88 TYPE ll, B,C, &D) 20 SILL RISER - DPTMNAL v
3.) BILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 IIP \�• v '% {� 1 APPLIED VtTH 8161CI1M6 Q.•
(WINDOWS WITH GLASS TYPES"R, &F") AND +50.0 DP MAX. �\ /� I I FOR DP ADM +700 PSF .•
ADDITIONAL ANCHORS REQUIRED AT FRAME READ&SU ON J <+800 DP MAX.) �
WINDOWS WITH DP ABOVE 90.0. (SEE ELEVATION AT SWEET 9 OF 10)
C) LATHE HVK THE 1.01.0. WIVRIDOWS WnM ULAN TYPES OR LITE SHALL SOFT.
BBE OVERED.
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t
THEROEGIERS
RESIDENCE,
-867 NE 91 TERR.,Miami Shores, Florida, 33138-
. ..
. . . .
S T UC TURAL CALCULATIONS
. . . ... ......
...... ....
Alejandro Santamarfa
AR91405
10251 SW 72 SL, Miami, FL., 33173
Ph. 305.492.9499
Fax.• 305.595.9696
WINDOWS AND DOORS PRESSURE
(ASCE 748)
Project: ROMER RESIDENCE
Building Characteristics
,h= 9.00 ft Fismew:
L= 28.92 ft(Short) Pdntad on: VMS
B= 63.17 ft(Lang)
h/L= 0.31 (To dot.Cp,ASCE 7-10,Fig 27.4-1,page 264 Roof Press.)
L/B= 0.46 (To dot.Cp,ASCE 7-10,Flg 27.4-1,page 264 Wall Press.)
Z= 5.40 ft
Amin= 15 ft(Terraln Exposure Constants,ASCE 7-10 TABLE 26.9-1,page 256)
C= 0.20 ft(Tarrain Exposure Constants,ASCE 7-10 TABLE 26.9--1,page 256)
= 500 it(Terrain Exposure Constants,ASCE 7-10 TABLE 269-1,page 256)
s= 0.20 ft(Terrain Exposure Constants,ASCE 7-10 TABLE 26.9-1,page 256)
Design Criteria
ASCE 7-10
Category 11 (ASCE 7-10 TABLE 1.5.1,page 2)
Exposure . ..0 (ASCE 7-10,26.7.3,page 251)
*V= : :6: 6• 175 mph(ASCE 7-10,26.5.1,Fig,26.5-1A TO 1C)
0000.
1.ad. ..
:12?,:,
• • • 0.85 (Vefogify Pressure Exposure Coefficient also Kh,ASCE 7-10 TABLE 27.3-1,page 261 basad on z)
,,�0 1.0®•(tA'MODirectlone ty Factor,ASCE 7-10 TABLE 26.6.1,page 250,based on sbudure type)
6• 00:
yPtsujaVv :•• ••
0000
�_-
•q,--:0.002U R-P tdV2 IlW Eq.27.3-1) (NOTE:section 27.3.2 of ASCE 7-10 does not apply(f.®.,Kzf=1.0))
66.64 ••I!�S
6: rminapcg Of Wino pmoure a (ASCE 7-10,CHAPTER 27,PAGE 259,Main Force Resisting System)
p=g6G`Cp-q*(Q'3p) • [Ib/fM (Eq.27.4-1) (ASCE 7-10,27.4-1,page 260,Rigid building of all heights)
Gust Effect Factor (ASCE:'7-10,26.9,page 254,Rigid Structures)
Iz= 0.228 (Eq.26.9-7)
Ly= 427.06 (Eq.26.9-9)
Q= 0.91 (Eq.26.9-8)
Therefore:
G= 0.88 (ASCE 7-10,26.9.4,(Eq.269-6))
And,
G.O.,.= 0.18 (Internal Pressure Coefftiant,TABLE 26.11-1,page 268) mooso.sscaroarsenye�aoaedidsa<aretare�oseameas.
Gam.= -0.18 (internal Pressure Ccef bbnt,TABLE 26.11-1,page 258)
Waft (US)=0.46
WINDWARD SIDE
Cp= 0.8 (Fig.27.4-1,page 264) Cp= -0.7 (Fig.27.4-1,page 264)
P+= 20.89 psf p+= -31.77 psf
P.= 35.28 psf p.= -17.38 psf
LEFTWARD AS COMPONENTS&CLADDING farar.I
Cp= -0.5 (Fig.26.4-1,page 2664) P=F x qZ with A= 33.00 ft2
P+= -24.75 psf F(.)mn8 s= -1.397
p_= -10.36 psf P= -93.09 psf
From next page:
Net Uplift
28.79 psf(Interior)
-49.68 psf(Overhang)
WINDOWS AND DOORS PRESSURE
(ASCE 740)
Project. ROMER RESIDENCE
0
"reser. 8
'Determine ton of wind pressure(contlnuadon)
Bad
Normal to Ridge h/L= 0.31
WINDWARD 8 = 6.50
Cp= -0.7 (Fig.27.4-1,page 264)
P+= -31.77 psf
P= -17.38 psf
LEEWARD
Cp= -0.5 (Fig.26.4-1,page 264)
P.O.= -24.75 psf
P.= -10.36 psf
Pe 11, 1:to Atdae•
:V"W&ARD ••• • . ..
•.?.=• 0000.•
-0.9 f Fig.2d.4-1,page 264)
�+= 38.74.pd0000.
�'=•• ;• 24.40{psf..
0000 . .00 •
•L0EOTARD 0000••
000.
C -0.9 6 0g 28.4-1,page 264)
.0060• 000
• P,_• -38.79.1QSf6.
•p•�• �..� �-24.40•p�•
...66. 0000 • • •
At ovi mhaM4 • of Mon are no overhangt lgnae this seat n)
Overhangs -0.8
CP= -0.9
P= -59.68 psf
Net Uplift
-28.79 psf(Interior)
-49.68 psf(Overhang)
Printed on: IIIN15
Project: ROMER RESIDENCE
0
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