HomeMy WebLinkAboutProduct approvals MIAMNDADE
mm PRODUCT CONTROL S
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street;Room 20
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) wrvw.miamidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
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 RER -
Produet Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right
to have this product or material tested for quality assurance purposes. 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 revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements 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 Hi h Velocity Hurricane Zone.
DESCRIPTIO Series"SH-5500"PVC Single Hung Window—L.M.I.
APPROVAL DOCUMENT: Drawing o. - m e Hung Window Installation-
LM",sheets l through 13 of 13,dated 05/15/15,with revision B dated 06/06/17,prepared by manufacturer,
signed and sealed by Anthony Lynn Miller,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 RATING:Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name 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 product.
TERNMATION of this NOA 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#16-0714.03 and consists of this page 1 and evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
� t Hans� � NOA No. 17.0030,05
� Expiration Date: July 30,2020
f Approval Date: November 30,2017
f 1 l
2D//7 Page 1
i
PGT Industries,be.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
I. Manufacturer's die drawings and sections. j
(Submitted under previous NOA No. 15-0519.05)
2. Drawing No. MD-SH5500-01 titled"Single Hung Window Installation- LM", sheets
1 through 13 of 13, dated 05/15/15, with revision B dated 06/06/17, prepared �by
manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
i
1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-9
2)Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 48G TPS
spacer system,Duraseal® spacer system, Super Spacer®NXTT"i spacer system and XL
EdgeTm spacer system at insulated glass,prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
(Submitted under previous NOA No. 16-0 714.03)
2. Test'reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3)Water Resistance Test,per FBC, TAS 202-94
4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
5) Large Missile Impact Test per FBC, TAS 201-94
6) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of a series 5500 PVC single
hung window,prepared by Fenestration Testing Laboratory,Inc., Test Report No.
FTL-7964,dated 11115/14, signed and sealed by Idalmis Ortega,P.E.
(Submitted under NOA No. 15-0519.05)
3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 262-94
2)Large Missile Impact Test per FBC,TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of a series 5500 PVC single
hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.
FTL-7966,dated 08/21/14,signed and sealed by Idalmis Ortega,P.E.
(Submitted under NOA No. 15-0519.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51h
Edition (2014),dated 05/15/15 and 08/29/17,prepared by manufacturer,signed and
sealed by Anthony Lynn Miller,P.E. (Submitted under NDA No. 15- 9.05
Manuel er P!E.
Product Cont
ro x finer
NOA No.17.06365
Expiration Date: July 30,2620
Approval Date: November 30,2017
E-1
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS(com mrnD)
2. Glazing complies with ASTM E1300-09
i
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS(coisTuwED)
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their
"Trosifol@ Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their
"SentryGias®(Clear and White)Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA
for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated
08/10/17, expiring on 02/28/18.
4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA,
Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC
Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/20.
5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA,
Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows
and Doors"dated 09/15/16, expiring on 04/16/20.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5th Edition(2014) and FBCj
61 Edition(2017), dated June 22,2017,issued by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest,dated June 22,2017,issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by
Jaime Gascon,P.E. Supervisor,Product Control Section.
(Submitted under NDA No. 15-0519.05)
4. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016,
signed by Ishaq Chanda,P.E.
(Submitted under previous NOA No. 16-0714.03)
G. OTBERS '
1. Notice of Acceptance No. 16-0714.03,issued to PGT Industries,Inc.for their Series
"5500"PVC Single Hung Window-L.M.I. approved on 08/18/16 and icing on
07/30/20.
Man Pere P!E.
Product Con rol miner
NOA No. -063005
Expiration Date: July 30,260
E-2 Approval Date: November 30,2017
i
ANCHORAGE
EXAMPLEFCR 28-1/8"MAX.O.C. ANCHORAGE EYAMPLE
RADIUS-TOP 1-4\ /_1 54'MAX.SUCK WIDTH 2"W DESIGN PRESSURE RATING IMPACT RATING
HEA ER( K IllMAXFRCM MAX.O.C. FORARCH-1— VARIES PER REINFORCEME 2_�
.- I LARGE&SMALL MISSILE
0 ORIL LEVEL,SEE SHEETS 8.7 1 IMPACT RESISTANT I
F FRAME SEAM HEADER(SIM.FORALL
WINDOW TYPES) 30*. WINDOWTYPES)
SHEETS
MAX 0 0. _)I_
52-IIW MAX CK
Ir MAX
a.SE
B.SEE &SEE 10'MAX FROM RU WIDTH -114'
-MAX.0.11 SEE �l I
SHEETS _!__�12'MAX SHEET 3; F%D VISIBLE 41 I MAX FRAME SEAM ,..a _I f__ 8&. 11
A BEE HT WIDTH I — $HrET4
. HEFT
_'T_---
SHEET 12r*MAX. 30"MWAX.O.C. 12'MAX C.SEEP. -,-,t
FIXED HEET3 9HEE74
J_ EQUALLY VISIBLE -T- SEE
778"MAX.O.C. SPACED I LIGHT O.C.EQUALLY 17- 7-W MAX OC. s I ET3 2
—SPACED CHORS PER HEIGHT
ANCHORS PER
TABLES 0-11
TABLES 9.0 91.7a* 17-7/8'MAX O.C.
0 MAX, ANCH PAPER
.8.4 0 BUCK TAG 9- Gr 0
HEIGHT SUCK
MAX MAX HEIGHT
10'MAX.O.C, ID"MAX O.C. HFJ AS SHOWN
X 10-MAX.O.C. BUC1 BUCK
3
HEI r x x X. (91.7ir
MAX)
3-3/4'MM D.C. EQUALLY SASH 13-WWKIAX.O.O. EC UALLY
EQUALLY SH 13-314"MAX O.C.
VIS
SPACED SPACED VISIBLE S'ACED L.-_
SEE
ANCHORSPER A
TABLES I NCHORSPER LIGHT ANCHOI S PER
TABLES 9-11 HEIGHT TABL:s9-II
(Ml '71 1 1 SHEETS J
A A_j A 8&9
JNO ANCHORS B-Ite MAX, J I a IrT MAX
REATSU
BE ATSILL __RSAT3TL—L --"
8— a .-_. SLF ClAg-C.-HOf NOTCH D
_�_714'MAX8UCKWIDTH ar SASH VISI SEE SILL WEEP SEE SILL WEEP- L
SEE SIL WEEP,
SH LIGHT WIDTH' NOTCH DETAILS, 54"RM.BUCKWOTM
SHEET3 NOTCH MAIM
SHEEr3 SHEET 3 SHEET4
ELEVATION FOR TYP.EQUAL LEG FRAME OR TYP.FLANGE F ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR i-CHANNEL FRAME
SHOWN WITH�EQUAL�-LITE CONFIGURATION SHOWN WITH 0 SHOWN WITH STANDARD COTTAGE CONFIGURATION -SHOWN WITHEQUAL-LITECONFIGURATION
RIEL/PRO CONFIGU ION FOR CUSTOM COTTAGE CONFIGURATION
ohn RATION UP TO
GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLHiltir.1hiffirinIN 76"HEIGHT SEE !EU� ANCHORED ROUGH THE NAIL-FIN
1)THIS PRODUCT HAS BEEN DESIGNED TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). (SIMILAR DIMENSIONS FOR OTHER CONFIGURATIONS)
2)SHUTTERS&R GENERAL NOTES.. ..._...»......»......„..........„.1
ARE REQUIRED WHEN USED IN WINMBORNE DEBRIS REGION$,FOR INSULATED GLASS INSTALLATIONS ABOVE 3(r IN THE HVH4 THE OUTBOARD LITE(CAP)MUST-TEMPERED.
3)FOR MASONRY APPLICATIONS IN MIAMI-RADE COUNTY.USE ONLY MIAMIOADE COUNTY APPROVED MASONRY ANCHORS,MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ELEVATIONS 1
ASTM COO CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.Kst PER ANCHOR TYPE. FRAME,GLASS&ANCHOR OPTIONS.................2
4)ALL WOOD SUCKS LESS THAN 1-112'THICKARE TO BE CONSIDERED IX INSTALLATIONS.IX WOOD SUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD SUCKS INSTALLATION,FLANGE&EQUAL LIEGIBOX..._3
NSTALLATION,INTEGRAL FIN&J-CHANNEL.-4
DEPICTED AS 2X ARE 1-'82”THICK OR GREATER.IX AND 2X SUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS To THE STRUCTURE.WOOD BUCK DESIGN
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). GLAZING DETAILS s
S)ANCHOR EMBEDMENT 10 BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LEfl0MDESIGN PRESSURES..„.....................................6-7T0 ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS ANCHOR QUANTITIES-.....,„...................... a-lo
SHOULD BE SCALED,OVERALL SEALINGRASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS, EXTRUSION PROFILES.......................................11
6)1/4'
)im MAX.SHIMS ARE REQUIRED ATEACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH To THE SUBSTRATE,USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS,
7)DESIGN PRESSURES. I ASSEMBLY&PARTS LIST.........,_.„...................12-131
A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL 8,CYCLE TESTING AND GLASS PER ASTM E1300. CODES/STANDARDS USED:
S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300.
C.DESIGN LOADS ARE EMSED ON ALLOWABLE STRESS DESIGN,ASO, :2017 FLORIDA BUILDING CODE(FOC),M EDITION
2014 FLORIDA BUILDING CODE(FOC),5TH EDITION
8)THE ANCHORAGE MErIiODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDINGTO THE REQUIRED DESIGN PRESSURE.THE 33-1f3%STRESS INCREASE HAS NOTBEEN -ASM E1306-09
USED IN THE DESIGN Of THIS PRODUCT,THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION oFANcHoRs INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER -ANSVAFSPA NDS-2015 FOR WOOD CONSTRUCTION
DISSIMILAR MATERIALSSHALL MEET THE REQUIREMENTS OF THE FLOPJDA13UILDING CODE FOR CORROSION RESISTANCE. -ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCTREVISM
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND To BE REVIEWED BYTHE AUTHORITY HAVING JURISDICTION. -AISI$100-12 as complying with ft Fbmida
10)REFERENCES:TEST REPORTS FTL,7964&7966;ELCO ULTRACON NON ELCO CRETIEFLEX NOA:ELCO AGGRE-GATOR NON ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/LIGHTER AISC36OjO BuIldingCode 1,7 t).O�5
SHADES OF CAP COATED PVC EXTRUSION NQA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA &ALUMINUM ORSION M.NVAL
11)APPLICABLE E13RESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL o” RovWm: Dam
Amplart.No
USER INSTRUCTIONS:
....... UPDATED TO FBC 2017. JR- 13Y
Ali
I)DETERMINE THE SITE SPECIFIC,WINDOW OPENING$DESIGN PRESSURE REQUIREMENT FROM ASCE 7. % 06/06/17
2)DETERMINE THE MOSTSUITABLE ANCHOR GROUP FROM TABLES 2 OR 3ACCORDING TO THE INSTALLATION CONDITIONS. N6,58708
31 KNOWING YOUR GLAZI NO OPTION(TABLE 1).WINDOW CONFIGURATION AND SIZE,
DETERMINE YOUR VWNDOWS DESIGN
PRESSURE FROM TABLES 4-9.17 MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW Dwadpum. Or"n ow
OPENING OBTAINED IN STEP 1, 1070TECHNOLOGY mum GENERAL NOTES&ELEVATION J ROSOWSKI
4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9.11.VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR A
% N,
,VENICE,FL 34276
YOUR OPENINGS COMOTION FROM TABLES 2 OR 3.AND THAT ALL MIR REQUIREMENTS FROM THIS SHEE"ET ARE MET. fis4941)480.18W ?Tue.* Dotw
5)INSTALL AS PER SMEEI 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION,- OR
"If-l"LE HUNG WINDOW INSTALLATION-LM 05/16/16
P.E.#68706 CERT.OF II'! : :i I
Umwkv Ab.
NOTE:DESIG N PRESSURS RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J.CHANNEL,FLANGE, I %% PSTNeUWR 9L
INTEGRAL FIN OR EQUAL LEG/BOX}. K ALLRJ:11: :1 Rl D
SH-5500 NTS 1 1 OF 13 MD-SI115500;01
TABLE I:ALLOWABLE GLASS TYPES
Glass I Design Pressure Frame Glaw Frame Frame
TypeDeecripdon(Listed amn Exterior to Interior) Table# Sheet sure Types Options ConflDa Shapes Installation Optlonathatmaytae used
5 7/8'Laminated 1.0.:1/8'A Exterior Cep+7/16'Air Space+5116'Laminated;(2)Utae of 1/8'A Glass with.090'PVB Intedayer 4,S 6 (-a FZB S) (sea Table t) (-a Fig A) (see Fig C)
$ 7B'Laminated i.G.:i/tr TExledorCap+7/18 AhSpace+511T Laminated;(2)Utes of 118"A Glass with.09(r PVB Irdedayer 4,6 6 --into 2X Woad Frame/Buck strip-sheat 3,option 1
EquaFUle, Square/Rect., �2
7 7/e•Laminated LO.:3118'A Exterior or Cep+3!e'lr Spade+Sf t8'laminated;(2)LUeS at t!8'A Glass with.6890'PVB Inledayer 4,6 6 Flange 7!11013011 the frame...Jnto ConcrelefCMU-shed 3,
5-16 O&Cottage
Arch Top 8 of the window"-:.
8 7/e°Laminated LG.:3/18'TExtedar Cap+3/8 A1r5pace+5/76•Laminated;(2)Utes of 118°A Qlasa with,090'PVB Interlayer 4,6 6 8 Codege Rados Top •••• ....through 1X Bucksufp Into rxmccotelCMU-sheet 3 option 3
9 718"Laminated 1.6.:118'A Exterior Cap+7/le'Air Space+5116'Laminated;(2)Was of 118`H Glass with.090'SG Wadayer 7 7 Into Meta!-shad 3,option 4
10 716•Laminated LG.:1/8'TExterior Cap 4 7/1e Air Space+6116'Laminated;(2)Utas of 118'H Glass m'th.09W SG Intellayar 7 7 ...Jntp 2X Wood FramdlBuckstdp-sheat 3,option 1
-- -111-7/8'Laminated LO.:3116'A Extorter Cup+318 Air Space+6118•Laminated:(2)lltea of t/8'H Qtaaa with.090'SQ t rtedayer 7 7 Sox 1 Equal132s, SquarelReet.,Through the fraale....into tbncnstelGMU-sheat 3,option 2
Equal-Leg 5_16 OdeVProNew Arch Top&
12 718'Laminated CO.:3110'T Fxtsdcr Cap+We Air Space+5118'Laminated;(2)Utas of 118'H Glace with.090'Be intodayer 7 7 (#4) g Cottage Ra:SuaTop of the wlnd0w.:.. ...through 1X Buckstrip Into ConceeWCMU-sheet 3y option 3__-
13 719 Lamhwted LG.:118'A Exterior trap+5/18'Air Space+7/16'Laminated;(2)Utes of 3116°A Glass with.080'SG Imedeyer 8 7 Jnto Metal-shad 3,option 4
14 718'Larninided LG.:118"T Exterior Cap+5/18 AtrSpase+7/10'Laminated;(2)Lites of X16'A Gtasswith.090'SQ i#sdsyer 0 7 Through the Jnto 2KWood FrmrolSuckship-sheet 4,option 5
16 7/8•Laminated LG.:3118'A Exterior Cap+114'Air Space+7116'Laminated;(2)Was of 3118'A Glass with.090"SO irdadayor 7 7 LChannel Equal-Ute, SquanafRec4,Integral In...... Into Meld-sheet 4,�ti0n 7
18 /8'Laminated I,G.:3118'T Exterior Cap+114'Atr Space+7116'Laminated;(2)LIteo of 3118'A Glass with.090"SG Irdedayer 7 7 (#1) 5'8 O&College
Rad Top&
&Cottage Radua-Top Through the frame....Into 2X Wood FramdBuckabip-sleet 4,opt(on 8
TA
BLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME
otthe udmlow...... ...Jato Metal-sheet 4,option 8 GLASS TYPES 5.7,9,11,13 Through the ..,.Into 2XWoord FramolBuolublp-sheet 4,option 5
815 MAY NOT BE USED IN
Group Anchor Suba mis
Min.Edge Min. THE HVHZ ABOVE 30'. Integral Fin Equal Lite, SrpsaratReet.,tM�mi fir iMo Metal-street 4,optics
Didalnce Embedment 41 (fes) 5-8 OdeUProWew Arch-Top&
&Cottage Rr�ue Top Throuo the trema...Into 2XWoed Fra meMucksuip-sheet 4,option 6
#10 SMS Southam rte(86=0.55) M8' .050,-wfr ofthe window...... ,,,,into Metal-sheet 4,opik0 8
(Steel,189 S.S. Steel,053 318• 0.050 "MIN, S3
Or 410 S.S. Slee!Stud,A853 Gr,33' 318° 0,0451'(18 Ga.) BEYOND THE
A ) AivmintJfi;t)OB3-T5• 3/ir 0.4�' METAL FIGURE A:FRAME CONFIGURATIONS FIGURES:FRAME TYPES p,ogNpEfilED
P.T.Southern Pine(SG=0.55) 7/16" 1318' SUBSTRATE. 1 3 "H•-HEAT SrtRENGTHENED
T=TEMPERF
'UNGROD
3/16'steel UnmanConerete(rain.2.85 ksi) i" 1318' fJ PVB"=.4WT-ROSIF0L0PVB
9Y p/
UrtglOuted CMU,(ASTM 690) 2-112' 1-114' CMU*VALUES f/" BYKURARAYAMERICA,INC.
P.T,Southem Pine(SG=0.55) 9/16' 1318" MAY BE USED
#l, SMS FOR GROUTED J-CCH IN fC•GRAL FIN -SW-.090•SENTRYGLAS0'
Slee.653 316" 0.050' INTERLAYER BY KURARAY
(steel,189 S.S. CMU or410 S.S.} Steel Stud,Asp Gr.33• 318" 0.0461"(18 Ga.) APPLICATIONS, �j j AMER[CA,INC.
S Aluminum,8083-T5* 316' 0.083' LIAL•UTE ORIEL COTTAGE (D 0
1/4"sisal Ultrecon P.T.Southam pine(SG=0.6S) 1" E/
1-318•
1/4`Steal CrotelleX P,T.3outhem Pine(SIr0.b5) 1" 1.310" FIGURE C:FRAME SHAPES
1/4"steel Aggre-Gator P.T.Southern Pine{Sti=0.5S} 1' 1-316' -..{BUCK WIDTH[----�(BUCK WIDTH,; -r(BUCKWIDTH)-+- FLANGE SOXOREOUAL-LEG
Controls(min.2.85 ksi) 1" 1.314" - -----i -• ..-•-{
114"Sheat Uttraeotl 'j�('
vi
C Ungmlrtad CMU,(ASTM 690) 2-112' 1-114' T Material Min.F MM.F
114`steel Cretellex Concrete(min.3.3 el) 1• 13/4" t=y y� T �� T Stoat screw 02 ksi 120 first
114"steel Ulbeoon Concrete n. ,8 s = s = 1 t8E Screw BO imi d4Skal
CRlncrote rtt u u 410 Screw 90 kid
1/A`steel Crotettex ( '5 0 T >z 6
D UngrOuted CIVIU,(ASTM C•80) 2-112" ~~1-i/4' m m �jr 0 Q 1/� �i Etoo Ag re Osla® 57 kel
114"steel Aggre•OStot Concrete(min.3.276 ks 1-112' 3 j 7' w j Y Elco UIIraCatwor0 17 kit
Growled CMU;(ASTM C 90 2" 2" 1 t t i 410 SS Etw CreleFlex0 121.4 kW
RECTANGULAR RADIUS-TOP,_ ARCH-TOP
8053.75 Alumhum 18 ksi
TABLE 3:ALLOWABLE ANCHORS THROUGH THE FIN WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY BE USED A36 Steel 35 kal PRODUCT REVISM
BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES Or.33 Steal Stud 33 kat u oemP4ting with It,*Florida
Group Anchor Substrate Min.Edge Min. AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6.10. D"Od'a Code
Distance Embedment AomparfceNO 17-LXn D"O�c
E 2112'x.131•Common NatiP.T.Southern PIt1e(sG=.55) 318' 2-7116' tix�� r/i R^{'ron: n l)
flint lYlVAI � �� ANCHORS RE-GROUPED. By
2-112 RingshankRoOtrplNall P.T.SouthemPlrle(SG .55) 318° 2.7!16' �` ��.•`ilcEfisF •.�� nTan O""Prom
P.T.SOuttnrn Plne(SG=.55) 112" I-se,
#10Truashead SMS .11 -JR-06/06/17
Alurnimm 8083-TS' 318' 0.050' No.68705 w
(steal,it393.S. �*i ': *r
or 410 S.S.) Steel Stud,Or.33• 318' 0.0451"(18 Ga.)
. F steei,ash" 316' D.oSa" f ) 1MTE
' `u/� 10707SCHNOLOGYDRw GLASS/ANCHORS/FRAME OPTIONS J Rare"OSOWSKi
P.T.Southern Pine(SG=.65) 9/18" 13f8' MIN.OF N,VENICE,FL34#12SMS THIIEADS O ((/,
Aluminum 8D83•TS' 318° 0.063" BEYOND THE i� `�,Fti7RtOA,• \_:~ (941)d80.16IXi 1Rhr 0ahie -
(steal,169S.S. �.�5 O�` SINGLE HUNG WINDOW INSTALLATION -LM 05/15/15
Steel Stud,Gf.33' 31W 0.050° METAL i� s� 11++ �11�� ems
t3sf-ei,-A38 -3f6•--0.050- sU6STRATE. --- --A.IINNrAALLER`1lira _vEOr'c srrs/Areaetr same: sh.et 9rarrea am
iter
P.E..� -SH=5500--NTS---2-OF13--MD-SH5500-01- -B._
P.EA58705 C627 OF AM M
INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3
INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX
DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETEJCMU.
2PE—Tiptill EDGE DISTANCE SEE NOTE 2•THIS SHEET.
ANCHOREDTHROUGH i— - —- FEMSEOMENT
FRAME INTO 2X WOOD EMBEDMENT IW MAX SHIM
FRAME OR BUCKSTRIP 16 1/0 SHIM
;;�� EMBEDMENT SASH SEE NOTE 2,THIS SHEET. _\,'/o MAX SHIM
18 LIS DISTANCE
FLANGE FRAME fn- EDGE 'ff"TH EDGE
DISTANCE
--SHOWN
44 BALANCE
L-31 f - -
f-1/4'MAX TYPE VARIES TYP.-ANCHOR-
SHIM TYP.ANCHOR TYPE, 42 WITH SASH TYPE,
EMBEDMENTAN6 WEIGHT 54 EMBEDMENT
2 TYP.ANCHOR TYPE, EDGI 30 AND EDGE
EMBEDMENT AND EDGE DISTANCE PER
DISTANCE PER SUBSTRATE, SUBSTRATE, EDGE DISTANCE PER
SEE TABLE 2,SHEET 2. SEE TABLEZSHEET 2. SUBSTRATF,
EXTERIOR • DISTANCE SEE-TABLE 2,
BIT SHEET2.
C__
FIXED 19 OPT.SASH TOP FIXED VISIBLE
"BIBLE 20 LIFT RAIL FLANGE 2 LIGHT WIDTH _QUAL
LIGHT FRAME ME HEIGHT EgR-6LI�=kES: SHOWN BUCK WIDTH FRAME
1 48 1 ANCHOR 03.55' SHOWN
1
FROM END AND AT 1)USE ONLY HORIZONTAL SECTION A-A
21 CENTER. SUBSTRATE-APPROPRIATE
22 FOR WIND ANCHORS LISTED ON TABLE Z
72 . SHEET 2.FOLLOW EMBEDMENT AND
ADDADDrrIONAL EDGE DISTANCE LIMITS.ANY MAYBE VERTICAL OR HORIZONTAL-SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2.
14 46 46 47 SCREWS X16-31B"0 OVER 36*WIDE DADE APPROVED MULLION,FSC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD.
INSTALLATION OPTION SHOWN MAY
FROM END. BE USED ON ANY SIDE OF THE
Q FORWINDOWSWITH WINDOW. 1/4"MAK
BUCK so 16 BOTTOM LOCKS 2)MASONRY ANCHORS MAY BE SHIM #100R#12STEEL t/4"MAX.
HEIGHT ADD ADDITIONAL
C SELF DRILLING
USED INTO WOOD AS PER TABLE 2. $HIM
85 SCREWS 8-w SHEET 2-ALL WOOD BUCKS LESS sms(04 SEE
30 T FROM END. THAN i-IM*THICKARE TO BE ❑ TABLE 2,
$ASH CONSIDERED 1X INSTALLATIONS.IX SHEETZ
EXTERIOR VISIBLE WOOD SUCKS ARE OPTIONAL IF
LIGHT UNIT IS INSTALLED DIRECTLY TO
HEIGHT SUBSTRATE.WOOD BUCKS
16 DEPICTED AS ZX ARE 1-1/2*THICK
OPT. USE EITHER OR GREATER.1X AND 2X SUCKS
LATCH OR (MEN USED)SHALL BE DESIGNED
(2)1" 81 30 J 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO
INTERIOR TESTED UNIT FLANGE EQUAL
THE STRUCTURE.WOOD BUCK FRAME E ...
WEEP LOCATION:0-5/r DESIGN AND INSTALLATION IS THE SHOWN FRAME
NOTCHESAT FROM SASH END, RESPONSIBILITY OF THE ENGINEER SHOWN
EACH END. R� ...........=z:E�
OR ARCHITECT OF RECORD. c
EXTERIOR
8 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATIONINSTALLATION
67 (ALSO REFERRED TO AS DAYLIGHT OPTION 4 lu OPTION 4 PBODIfLTRBVism
OPENING)IS MEASURED FROM
EQUAL-LEG)BOX i/4"MAX SHIM BEADING TO BEADING, ANCHORED THROUGH ANCHORED THROUGH BulmiRm Code
'nom Fiafkla
FRAME SIN 173 t I t I I I I FRAME INTO METAL FRAME INTO METAL
'7-C-
A VA=
By
_27"X 125' OCENq, By
NO ANCHORS odumcA
WFEPHOLE
REQVISIBLE LIGHT FORMULAStti
WCOVER No.58705
rLANUM IRED UKIN
2.ar FROM A.
EACH END. i EQUAL-LEG WIDTH
• FRAME BILLS @SASH:BUCK WIDTH-61Y2" -0. Dowepfba: Drown JAY-
@ FIXED LITE:BUCK WIDTH "W • 1070TECHNOLOGYDRw FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKJ
O ST TE OF N.VENICE FL 34276
HFIGHT(EgUAL0TE)
941}480-160(1 ntle:
VERTICAL SECTION B-13 BUCK HEIGHT12-3-15116' (
SINGLE HUNG WINDOW INSTALLAVOM-LM 05!15115
fill ,,L V%NNN%
—A.LYNNMILL E
REA Sum
CERT:OF Aum#29m —SH-5500— -13—[MC-SH55007w,0_1_1 13'
INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 6
ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN
INSTALLATION OPTION 5 EMBEDMENT - WOOD FRAME OR SUCKSTRIP.SEE INTO 2X WOOD FRAME OR
ANCHORED THROUGHINTEGRAL 1-- EMBEDMENT" --I
NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SH --4 EDGE DISTANCE
FIN INTO 2X WOOD FRAME OR — 1/4'MAX SHIM
16 IM
BUCK-STRIP.SEE NOTE 2.THIS EDGE DISTANCE 1/4'MAX SH
SHEET. TYP.ANCHOR TYPE,
J-CKAMEL EMBEDMENT AND EDGE SASH VISIBLE 17
FRAME DISTANCE PER SUBSTRATE, 0 is LIGHT WIDTHor
SHOWN SEE TABLE 2.SHEET I
(SCREW SHOWN) 44 BALANCE
TYPE VARI
1/4"MAX SHIM 42 WITH SASHES
TYP.ANCHOR TYPE, EDGE WEIGHT n54
EMBEDMENT AND EDGE DISTANCE 0
31 CI--
DISTANCE PER SUI
SEE TABLE 3,SHEET 2.
18 (NAIL SHOWN) EXTERIOR TYRANCHORTYPE,
87
17 INTEGRAL EMBE,DMENT AND EDGE
119 ...... FIXED S OLE 3 FIN DIST
PER SUBSTRATE,
FIXED 20 OPT SASH TOP "', DTH
@ J-CHANNEL LIGHTWI SEET"ABLE3,SHEET2.
OPT.
(NAIL SHOWN)
VISIBLE LIFT SHOWN
LIGHT FRAME
HEIGHT FORALLWINDOWS NOTES: SHOWN
ii I ANCHOR 0 3.55- BUCK WIDTH
49 48 FROM END ANDAT 1)USE ONLY
21 CENTER. SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C
22 FOR WINDOWS ANCHORS LISTED ON TABLES 2 3
72 fl f{.:V�kFL36WDE. OF SHEET 2.FOLLOW EMBEDMENT 114'MAX DADE APPROVED MULLION,FOC COMPLIANT ALUMINUMfSTEEL FRAMING OR STEEL STUD.
ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES,TABLES 2 A 3,SHEET Z
14 45 46 47 SCREWS @16-3W INSTALLATION OPTION SHOWN MAY SHIM
35 FROM END. BE USED ON ANY SIDE OF THE
BUCK 4 FORWINDOWSWITIJ WINDOW-
HEIGHT so 16 BOTTOM LOCKS 41GOR#12STEEL 11W MAX
ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIM
SCREWS @ 8-3tr USED INTO WOOD AS PER TABLE Z
as 30 FROM END. SHEET 2.ALL WOOD SUCKS LESS SMS(GSL SEE
THAN 1.1/2•THICK ARE TO BE TABLES 2&1
S"
S
T
SASH CONSIDERED 1X INSTALLATIONS. SHEET 2.
EXTERIOR ImInSIBLE
LIGHT 1X WOOD BUCKS ARE OPTIONAL IF
B
L"IT
HT
<j HEIGHT UNIT IS INSTALLED DIRECTLY TO
USE EITHER SUBSTRATE.WOOD SUCKS
16 LATCH(SHOWN) DEPICTED AS 2X ARE 1.1)r THICK
OPT. 86 OR BOTTOM
LOCK(SHEET3). OR GREATER.IX AND ZX BUCKS
(2)1- 81 W 30 as 63 TESTED UNIT (WHEN USED)SHALL BE DESIGNED
INTERIOR ElIm LOCATION:6-618" TO PROPERLY TRANSFER LOADS FIN ANDJOR
EP FROM SASH ENO. TO THE STRUCTURE.WOOD BUCK FLANGE REMOVED
DESIGN AND INSTALLATION IS THE X- lwrl IN-FIELD
NOTCHES AT 80 RESPONSIBILITY OF THE ENGINEER INTEGRAL
D.
NO ANCHORS ORARCHITECTOF RECORD. FRAME SHOWN
REQUIRED IN FRAME
7 BILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION
THROUGH FRAME (ALSO REFERRED TORS DAYLIGHT OPTION 7 OPTION 8 I'RODtJCTREvLsED
114"M OPENING)IS MEASURED FROM \G
INTEGRALFIN BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL
SHIM %j%lIIIljj,j INTEG FIN INTO METAL (INTEGRAL FINIFLANGE REMOVED)
FRAME SHOWN Jl B�IAm
U F I%f/V
........ if." Data
.2?'Xf2S*WEEPHOLEl DEN
&WICOVER @ 2.87" XJI BY
FROM EACHEiZ.1 min
VISIBLE LIGHT FORMULAS
TYP.ANCHOR TYPE. S
EMBEDMENT AND EDGE EDGE DISTANCE WIDTH
DISTANCE PER SUBSTRATE, f @SASH:BUCK WIDTH-6-1W
I�L' or�n
SEE TABLE 3,SHEETI - EMBEDMENT 0 FIXED LITF-BUCK WIDTH-4-31V HNOLOOYDRIVE JROSOWSM
(SCREW SHOWN) TEO ..-* I
Q J-CHANNEL&INTEGRAL FIN FRAMES
N.VENICE,FL 34276
HEIGHTMUAL-UTE) 'AIR16 sip- 71W.' Data-
INSTALLATION OPTION 5 VERTICAL SECTION D-0 BUCK HEIGHT/2-3-16M6* ...... 1�1 -
ANCHOREDTHROUGH INTEGRAL FIN L I� SINGLE HUNG WINDOW INSTALLATION-LIM 05/1 5fl
INTO 2X WOOD FRAME OR BUCK-- /111111.1%%0 'v=;L No, — ---FR--
STRIP-SEE NOTE 2,THIS SHEET, LYNN MLLER-P.F-- ALLFUG14TEIRSWINM SH-5500--- 500:70-1
P.E.#56705 CERT.OF AUTH.#M% B
42-4
0
71W NOM. 718'NOM. 7B"NOM. 718'NOM. 718•NOM.
5/16"AIA PVBI 5116'AM PVB-- --I- I 5116"A/A PVB- I I 5/16"A/A PVB 5/16"H/H SG
7116"AIR SPACE-- 7116"AIR SPACE 318"AIR SPACE 318"AIR SPACE 7116"AIR SPACE
118"A GLASS 1/8'T GLASS 3116'A GLASS 3116"T GLASS 1/8"A GLASS
aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR
7E79 a . lz�
76-79 76-78 • 6-79 76-79
GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9
+{ 718'NO7f8"NOM. 7/8"NOM. — —+•{ 718'NO718"NOM.
5f16"H/H SG I I
_
5h6"HU_H S 5/16"HUH SGI I I 7/16AaIA ESG
3/8"AIR SPACE 5/16"AIRSPACE 5116"AIR SPATECRE
7/16"AIR SPACE 318"AIR SP118"AGLASS 1/8"T GLASIS
118"TGLASS 3/16"AGL3116"T GLASS
ETOEXTERIOR EXTERIOR
<3 •
6-9 O
R
I I
E7B 76-79 76-79
GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14
718"NOM. -�I 7/8'NOM.
7/16"A/A SG 7116"A/ASG
112"NOM.GLASS GLASS TYPES 9 THROUGH 1/4"AIRSPACE 114"AIRSPACE
78.78 BITE TYP. '16 MAY NOT BE USED 3/16"A GLASS 3/16"T GLASS
WITH J-CHANNEL OR
72 74 •INTEGRAL FIN FRAMES (D EXTERIOR G]EXTERIOR
GLASS TYPES 5.7,9.11,13 76-78 76-70
31 815 MAY NOT BE USED IN _
EXTERIOR 75 •
THE HVHZABOVE30: PRODI)ICum�yTREV �lcxid7
a GLASS TYPE 15 GLASS TYPE 16 a�lacba" q
HB 30 �111 1 111 l � Rnddon, Acccptaauo Fto j/ �•
ireRlgO Date
LYNN
_ Q�� - ��'��`°•;;;oEiilsF�1��� M, I ermau�e
o *
NO-58705
'•. GLAZING NOTES. = ' :k-
"A"=ANNEALEDD"crlptlon: Qum BY•'
TYP.GLAZING DETAIL "H"=HEAT STRENGTHENED =�`:� 7� � - ir; 1070TEOHNoLOGYDRIVE GLAZING DETAILS J ROSOWSKI
_ R"=TEMPERED O STATEOF
••�!/ N.VENICE,F134276
RVB"-.090"TRO5IFOL®P�BYKURARAYAMERICA,INC. �r•'•.F[ORIDP,,•••���� 1 Titl": �~ --
^sc°=.080 SENTRYGL0.4 BYKURARAYAMERIC0.INC. �I//ISS�O,...... ' d "" X780 Mo 7 SINGLE HUNG WINDOW INSTALLATION -LM 05!15115
G �
FOR LAMINATED GLALNOCOMPONENTS,SEE TABLE I,SHEET 2. ///11NA;I%%%% paT��, SedwlModd s�olm sne.t: pt°Wy'g No. R�r.
'� ° D SH-5500—-NTS_-5_OF_1.3—_MD-SH550.0-Q1_ 8
ALYNNNLLLER,P F. - _
PE.#68705 CERi.OFAUTFI.NZ9496
TABLE 5: TABE
TABLE 4: oumm" D�„S,
01a-TyP. D6llpn PRuure.6�RtT a D-foi nff;Ww SuhHW. DO.ipn P70..u"4Ibtlti WmTyw. Onlp0P7emrs.6f le
6,0.741 went l.wl 11-011lWlo,r llwt 0) wimv2 _Ol 0.7611
+!•90.0 R2 w4tl sh- u t.49 4.725 +69.01-702
5
aw.uwl 23. EwW74. 11.194 +05.0 -Tao 4855 •70.0 R.WAL.w1
M
For no lindwva sash elz..
51WwIM
I.15)1113 Calw9. 17.15510 ,050 -70.0 +650 -TOA R2 F".ldndoW rdwh.f..
m Egtt7411m 11263.25514 .aso -Tao .052 40.0
SEE TABLE 9,SHEETS FOR Sw.Wd R.d.M 11.377.11502 +d5.0 -Tao 455.0 aao SEE TABLE 10,SHEET 9 FOR
ANCHOR GROUP AND QUANTITY. T1wba 27.517.25256 +aso -7ao 4652 -70.0 ANCHOR GROUP AND QUANTITY.
S1wdwdCd49. 24156.23519 4660 -roe 46s.o aao
37.373 Eg1.44. 17.617.20257 ,050 .7a0 +650 •70.0
61WgWV
d Pwmr 14.617.17515 "SO -TOA 4010 -702
'- ------ -- - ---- - - o Shod-1- 11.377-usfa +050 -TaO 468.0 .70.0 --
T.54q 27.9"-31211 +65.0 -mo -aso 1-70.0 -
C-IM Oft. 20.617-27.6@ 850 I-TOO ASA -70.0
St.drd Cdtp. 21617.=10 .850 1.70.0 +85.0 -70.D
HEADER " Eww a 204517-msla ,mo Toa 4650 .70-! HEADER
Sb ndfia Rod54 17.517.20.510 4050 -T0.0 485.0 .70.0
23 owwm 01. 25.517.17510 465o -Tao 4662 •70.0 23
MAW 11.377.14516 4640 .740 40.0 -10.0
T.1w WAB3v 35911 4650 -RO 455.0 -70.0
c 9[Wdrd Cw1•94 26517.31502 ,O6a 400 4060 -700
a Epu M 20.617.25519 ,650 •70 2
.0 40A •70
o Q MEETING RAIL 43 atWdwd P-J- 17.517-20510 ,950 -MO 40.0 •7ao MEETING RAIL
WVnn 84. 14517-175fe 4640 •740 +662 •70.0
26 Cwiom 625. 1x81T.14.519 466A •70.0 4692 -70.0 27
EXTEMgr ohwt..l 11.377.U510 4640 .70.0 ,654 •70-0 FJ(TFAKIR
R ° D T"', 67.206.... +440 .702 4052 -70.0
JVL 6lwdmd Ctl[q. 26511.573(17 +05.0 .00 4WD •702 ° 0
23 Epn4.. 23.517•235fa ,ash .10.0 45510 aao 1 23
Cu.mm file. 20.517.27610 46a6 -70.0 4060 .Imo JAMS
JAMB d0� 67.MN ..v
1722�21615 4650 .70.0 40A -70.0 � SASH
EXTERIOR 1H wmm St. ,577.17516 .850 -no +65.0 Ho HEIGHT
W HEIGHT owmm eu. 1261)•t4bf6 .6454 -70.0 404 40.0
Bhw4.t 1 11.377.12.515 4050 -740 +650 •7Q0
T.Ow 30.517•415" 485.0 -70.0 4662 aao
StwdWd Q*sp 31.617.35616 4440 740 408.0 •740
23 Eq." 20,611.315/0 +lnw68.0 -7010 466.0 •70.0 23
ad Prod w MIT-29610 468.0 aao 485A .700
$ILL m Owlatn 62. 20.611-21619 +640 720 4682 .70.0 SILL
Cbtn 60,. 1TA11.21b1e ,65
tw0 7ao .0.9.0 .702
C-I.m50. 25.8/7.17510 4050 -702 +69.0 -061
C-t.m 81. 11DO.14b7a 4650 -70.0 +06.0 173
Ehud"t 11.984.17.0,a 4640 •7010 466.0 -00,6
Td1d 30.517.416" 4MO .10.11 460.0 -700 0
o.t.m 80. 3e.51T•709t9 4050 .70,0 40.0 -702
Eq-Mu $.517.39.610 4010 .702 40.0 -720
75 0,"o S4. 3x511.55511 4ffi0 .7D.0 408.0 -740
SECTION DETAIL FOR WINDOWS WITH EynO.dPi,_ 29.517.3x510 4814 1- .550 4" SECTION DETAIL FOR WINDOWS WITH
LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6.7&8 w12mo.. 26517.20510 4950 .70.0 4050 1 47.3 1 LEVEL R2 REINFORCEMENT&GLASS TYPES 5.6.7&8
sh.drt mla-25516 +aso 1-7ao 4552 466 I REINFORCEMENTS SHOWN IN FIGURES ABOVE
(REINFORCEMENTS SHOWN IN FIGURES ABOVE em-M. 56517-41A" .e5o I-70.0 "50 1 aao
APPLY TO ALL FRAME,TYPES S APPLY TO ALL FRAME TYPES&
a Owllurn se. 19.511.54214 •aso •729 +6310 473 CONFIGURATIONS)
CONFIGURATIONS)
at.rdWd Fwd.W 319fe-35.514 +aa.o -7ao465.0 410,6 P•RODUC't'REVI9ED
01.7a Ulf" ••-"b" +560 .702 400 -08.9 wwi0tl-1:'lTetidq
SEE TABLE 10,SHEET 9 FOR ANCH QUP AND QUANTITY. Building lding Code
^MIN.SASH HEIGHT=WIND 1N I MT 50436 AcaTT1m14nN°I ��io5.._
E 7 Dale sA��D�J
`�`�C........., �, ii Rad f0a7
100ENSF'•!C�� nT3mt P747ti1
*: N0.58705
NOTES: 1 ® Orvenf
1)USETHESETABLESFOR ALL WINDOWSINSTALLEDTHROUGHTHE FRAME ORINTEORALFIN. �� Si TE I ISM TECHNOLOGY DRIVE DESIGN PRESSURE TABLES J ROSOWSKI
•. �/. N.VENICE,FL 31216 _ _
2)FRAME DIMENSIONS ARE BUCK SASH HEIGHT IS AS PER THE FIGURE. ''��SS�ONAL GOwlromn 77tH. oar.
SINGLE HUNG WINDOW INSTALLATION-LM 05/15%15
3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN 1 j111I I I I I I I)t elm SrAn/Yoduk SOOW �W �• �•'%
onTHE TABLE, - ACI- MULLER;P.E. - - SH-5500-1-NT-S-1-6 OF 13--MD-SM5500-01--B--
P.EU68705 CERT.OFAUTH.#2M6
F
T BLE :
&.011664.h T Gi.lTypW*Uw0x4tsh Smb HWDM De.190 PTess4116,40sM! 17414 D ertam BaM4lmtpt0 wt Olen BWh NDira h�9.tDVYPdxt �a64N Wndwr77uct1»dm w�rt.Lave1 w6wOwteww rr.n4aON wnm-9uctw7dDN.Wtaiwmr upf040 46 OZ125 8t 3 md7d 304111 4,4 24 1 32 70 1 44 48 1 52,125 14 0
96 EWQ" 11.381 +700.1-1100. •700-110.0+70.0 1-MOO -160 141CLO 235 EAvi41s 11404 +70.0-tW.tl •7110.-1100•740-11110 +70,0-110.0 1•700.1-110.0•7&0•110.0 1.70.0 1-110.0 -70.01-110.0
StkdadC48a4O 111617.15.1116 +MA-110A Mo-itOA+70.0•110.0 +mo-x110 3lattimc 9.04 14.517-Isom Hao-x110 17DA-11&0 70A-1110 -no-11110+73.0 14 too+m0.-1mQ•729-Mae 70.4-1140
25 EW11 x
d12. • .619 -700 -110-0 +70D•110.0 +lap•110.0 +700•7160 28 OwNI6 11.603.14510 70.0-110.0 •7aQ 410.0+740-M0.0-16.4•1160 -70.01-110.0+7&0 1•110.0 700-110.0+70.0-11&0
Oft d dPro*. 11.377-11.632 +700.-1100 +700 4100. +mo 4taa 700-1160 8tmdWPmdew 11,377.11.582 7110-11&0 7110-110.0,7&0-x0.0 +7116 410.0 +700 1-1120+7110-IUD +70.8-1100 +70.0-1140
idlest 21617.257115 +704 -14xO +700-110.0 -MO -11110 +MD-110.0 Stem 23.617-26300 •7110-110.0 •70.0 410.0•700•110.0 •70.0 •7100 .70-01-110,0 •70.0-130.0 +700-110.0 •70.0-110.0 ( HEADER
SWW.d GA p. 24.658.25.518 +m0.-1 MO 1Too-Ilao+?OLD 412o +700 dtoo BLVW dC4940. 20.060.23516 +7110-110.0,7M0.-11&0 4700-MAD •700-MaO .7110-110.0 •160-1WA 700 4110 •700.-11aO
25
37.376 EgW1b 17-517.20.951 +700. -110.0 +700•110.0 +70.0•116.0 4160-1040 37.375 E9."o 17.617-2DO5T •7110-110.0 •70.0•110.0 .mp 410.0 •70.0•110,0 +160 -MOO +mA-1160 •70.0-110.0 -70.0-100.0
---- - _- 1%0rsd 110105 1017.17816 +70.0-1100. x709.1100 «70.0•11(,0 +700 4164 8hf4aNPr49sw 14517-17.514 +7110-x110 -164-110.0-no 4110 -70.0 4160 -700:-11&0-710-xao •160•112.0 +70.0 -110.0
07mt.4 17.377.14.6+0 -794-110.011740-110.0+70.D.107.01+160 1-143.0 ehoft.t 11.977.14.516 •7110-1160 470.0 •1100.•740-11&0 ,700-110.0 •160-x0.0 1160.•110.0•160-107.0 +16.0-103.0
Trlrat 27.603-3191/ +700.1-1100.1.74131 40.0 N0.0 .030 1.160 -B)A Ta3u1 27.5113-31.211 •70.0,110.0 +7110-1114 •700-11DO •70.0-MmO +16.0-1160•70.0 -w a -mO .03.0 «7110 -WO
cwt-410 25517.98118 +160 -MOA I1740-MOA •70,0•1140 +7110.MTO M*=544 214617-07892 -7(01-110A+70.0.110.0 47110 I.IioO 708•nao+160-110.0.7&0•MILO•7&0-1100 +Tao•1100.
alwwd 23 617-11615110,01p MEETING RAIL
fh5s00 110.0-nac v?OD-11110 1760. •7410 111110 BI.00W0114oa 23.517-28511 Tao•700.9.ma •n9.tl ,mo Oma •m.0.4mb 7o.D-11011 •mo 41110+7ap-700.0 f!
N EM." 24817-23516 +70.0 4140. .711.31-00.0 1TO.D•x40.7o0-tio0 44 EQ.d41. 20.517.23310 -no•110.4-70.0-ilaof 160 I-110.0 70.0•110.0 ,70.0-11&0.70Lp-x0.0-71101-MOM+710-110A 0
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4 SASH
- YQD+140-1100 +7110-1166 0Fd0Dt73hs 14617-17546 +1110-x40 •160•710.11•7ao 4110 +740-1160 ,160 414.0 +744-11Db «7110-110.0 «7110-1160. HEIGHT
cwm- •100.+70.0•110.0 +70.0-11&0 Curom917/ 1.617.14510 +70.0-Moo +7ou•MoD +7ao•MDG •70.0•TIDD+70.0-MOO •70.0-110.0 17&0.110.0 +70.0•1160
g ah~ IIXI.RBIs -?041-11001+744-1100+700.•xao+720 atom, Shads.! 11.77-12516 +76.0 414D 7110 410.0•160-1110 +70a-1100 -1&0 AIDD+70a•110.0 7ao-1110 7110 -119.0 SECTION DETAIL FOR
Trio 31200.37.115 +mo-1100. +7Do Bao +7MO 420 470.0 6a0 TOM 33108.37.538 +70.0•11&0 7ao•110.0 +7ao•110.4 70.0-11611 .70.0-MOO .70.0 -910 .ma 620 7ao AO.0 WINDOWSWITH Q
5tw.d0e0 w 2&617-33;257 +700-11011 +704-MOA+7oA-x00.+7ao-1100 = tpud6r6C03704 24817-33207 +7&D Alto +7ap-113.0 -TDO 410.0 7aa 4140 •7ao-xao 7110-119.0 7aa 41110 4160-110.0 LEVEL R3 REINFORCEMENT 25
EW.t4b 22511-MSI5 +700.•110D •NOD-1120+700-MOD 170.0-11&0 EM1r4b 23.617-25516 •70.0-110.0 •16.0-110.0.7ao 4140 •7110•ttO.D ,70.0•11&0+7ap 410.0 700-110.0 +7114-1tOA
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BWdud PtO•f4+7 17-517.20.610 -MA-110A +760 410.0,TSD-4t6.0 +70,0-110.0 ' W61141MP1d4M Ir.617.20510 +700.•110.0 70.0-11&0 7110-110.0 +70.0-1140 •70.0-1140.7aO-110.0•700 410.0+700-110,0 (REINFORCEMENTS SHOWN S(LL
eq.brte 8hs 111117-17516 +m0.-1100 •TDA-,too+TOA•1IaD «70.4•110.0 100-316910 140.17.x-316 7ao•170.0 aap•170.0 70.0 4111.11 70.0-710.0 •70.0•110.0 •7aa-170.0 •Tao•110.11 +70.0•110.0 IN FIGURES ABOVEAPPLY
cat".at. 8617.14.648 +740-7700. +'740-xaD+70,0.110.0+m,o 4160. �1Miam811a IZ3x-148{6 •7aQ-11x9-7110•1110•RO-11&0-710•x10 -no
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12 Qt-$11,11 ffi5t7.23.8te +700 41110. -".Of-MOO+700-110.0 +7011 41110 62 CMd9m611. 70,617-21919 70.2-1410 •7ao-440.0 .7aa 411111 •mo 470A •7110-110.0+70.0 4140 7aQ-110,0 170.0-16TH
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cm 810 28.617.21.518 +700. 410.0 +710-tae 7aO 41&0 ODA•M&O CMdam Bos 25.617.2&516 .70.0•110.0 70A•110.0 +10.0-107.9 +TO.D-102.4 70.0 -00.0 •70,0 6114 .70.0 -00.4 .70.0 4&4
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EWr4s 95617.41.944 +70.0 •114.0 +70.0 4160 7110•Mao +70.0•1740 Equr414 34517.41.801 80.0•110.0 .70.0-110.0 .711.4-110.0 7D.o•170.0 -70.0 •11x0 +70.0•108.0 xao 6117 +70.0 0.1.1 GLASS TYPE9 BTHROUGN
M Oxb.9t. 356x•38.615 +16.0 4700 .78.0-nae.711.0 4160 +16.0-x110 64 C.U6.9as 31.117-39.615 «700-Mao .Tap-1104 +70.11-107.0,m0.-102.4 «700. -6a9 «16.4 •06.4 +7110 46.4 .74D 41.8 18 MAYNOTSE USED WITH
611-310 t'w0a 33A1a•3SSte +700. •11111 +Ino•1160+mo-1400. +160•11110 6tWlmdptal6r 33.519-385111 7D.0 410.9 110.11.110.0
n o.0 .70.01.
7o.p-102.5 .,.D 67.0 70.0 67.] •70.0 •00.1 .711.0 -0O.p 7110 0110 J-CHANNEL OR INTEGRAL PR4�Du4cT RBut5EI1
91.75 T 4,W ".414N +16.0 -1100 +70.11-1160*7119 47110 +7ao 111110 41.7& T6�4f "-0.110 .7aa 41411 ,7ao-11119 ,7ao-1011 .:0..a -g7.61.711.0 -013 ,70,0 111-3 .7a08ao »70.0 -0211 t FIN FRAMES QSCODp&y]agvlllh 1756 F110(do
SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. Toldt&Code
-`MIN.SASH HEIGHT=WINDOW SUCK HEIGHT-54.138 `-MIN.SASH H510KT+Q WINDOW BUCK HEIGHT-50.138 421-j",
LYi �� Rerpebn:LLC4Piu4t(bldtD!
NOTES:
* No.58705
° n a
1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME. T070TEaTNOIAGYDRIVE DESIGN PRESSURE TABLES J ROSOWSK!
GT'S -•, STA E O to N.VENICE,FL 34275
'' -• '�/"� 777167
ARDal6:
2j FRAME DIMENSIONS E BUCK.SASH HEIGHT IS AS PER THE FIGURE. �i�C�`S1`'taRtDf..' \a` (941}i801l�0 StN{iLE HUNG WINDOW INSTALLATION -LM 0SII5/15
-----3-FORSIZESNOTSHOWMROUNDUPTOTH_E_NEXt•AVAILABLEWIDTHORHEIGHTDIMENSIONSHOWN '.s/DiVAL�N�`� P� "rnt7571p�,.+c.
ON THE TABLE. -' - - -_ -- _ Nm
-
--- A;L'I'W�h"S PF•- - -- """�"'"�"`° SH 5Q0_�__NTS_ �-O�F-13--_M-D 515500-01 B
PZN 58705 CERT.OF AUM#29298