HomeMy WebLinkAboutProduct Approval (2) —RECEIVED
OCT Ga
MIAMbDADE ST.Lucie County,Permitting
® MIAMI RADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T.(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidadLgov/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 -
Product 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 High Velocity Hurricane Zone.-
DESCRIPTION:Series"SH7700A"Aluminum Single Hung Window—L.M.I.
APPROVAL DOCUMENT: Drawing No. 7700NOA 1, titled "Aluminum Single Hung Install (LM)",
sheets 1 through 11 of 11, dated 04/01/18,prepared by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of
Acceptance number and approval 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.
TERMINATION 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
LUto 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.
LLINSPECTION: 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 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.
NOA No.18-0430.06
MLAMI-DADE courmr Expiration Date: August 23,2023
Approval Date: August 23,2018
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM), sheets 1
through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
B. TESTS
1. 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)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 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum single hung
window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.
FTL-18-7835.1,dated 04/03/18, signed and sealed by Idalmis Ortega;P.E.
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)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 2411.3.2.1, and TAS 202-94
window,prepared by Fenestration Testing Laboratory,Inc., Test Reports No.
FTL-18-7835.2, dated 05/04/18, signed and sealed by Idalmis Ortega,P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 61h
Edition (2017), dated 04/23/18,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
Manuel rez .
Product Contr Exa iner
NOA No. -0 30.06
Expiration Date: August 23,2023
Approval Date: August 23,2018
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB GIass Interlayers" dated 01/18/18,
expiring on 07/08/19.
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on
07/04/23.
F. STATEMENTS
1. Statement letter of conformance to FBC 6th Edition (2017), dated April 24, 2018,
issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest, dated April 24, 2018, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed
by Manuel Perez, RE
G. OTHERS
1. None.
�wa�qagA
Manuel'Per , E.
Product Control E a ner
NOA No. 18-0 30.06
Expiration Date: August 23,2023
Approval Date: August 23,2018
E-2
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SERIES SH7700A IMPACT RESISTANT SINGLE HUNG WINDOW 17_t3liS MA%, DESIGN PRESSURE RATING IMPACT RATING
t)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF
THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANEZONE OIVHZJ, t&3@'MP%- VARIEBPERGLASSTYPE. LARPACTRESWANTLE
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS FOR /
INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD UTE(CAP)
MUST BE TEMPERED,USE ONLY GLASS TYPES 3,7,12.13 OR 15.
17-314'MAX 17-374' 62-IIB•MAX.BUCK WIDTH
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMFDADE COUNTY (17-1/4'BUCK) I�r{I MAX 9-1Q'tdAX. 411/i6'MAX
APPROVED MASONRY ANCHORS.MATERIALS USED FORANCHOR EVALUATIONS WERE -� I I (r MAX.BUD IO 5'MAX.O.C. rgyummpi7iv6wW lb
SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI B,SEE O.C. D,SEE I I -
PERANCHORTYPE. SHI.ETS 869 f SHEETIO BpidfndC
_ Dile16
4)ALL WOOD BUCKS LESS THAN 1-1 re THICK ARE TO BE CONSIDERED IX INSTALLATIONS, SHEET88&`Fii
SHEET 1. M.3Dut Pmd t1°1�
1%WOOD BUCKS ARE OPTIONAL IF UNIT IS W STALLED DIRECTLY TO SUBSTRATE.WOOD
BUCKS DEPICTED AS 2X ARE 1-12'THICK OR GREATER IX AND ZX BUCKS(WHEN USED) EQUALLY I_SHALLBEDESIGNED AND SECURED TO PROPERLY TRANSFER LOADSTO THE STRUCTURESPAC®ANCHORS PERWOOD BUCKDESIGN AND INSTALLATIONISTHERESPONSIBILTTVOfTHEENGINffR,(EOR)OR ARCHITECT OF RECORD,(ADM. TLESBd717.•1116'MAXO.C.5)ANCHOR EMBEDMENT TO BASE MATEANL SHALL BE BEYOND WALL DRESSINOOR 1MAXMAX
�•STUCCO.USE TIP
ANCHORS OFSUFFICIENT LENGTH TOACHIEVE REOUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING 6 FLASHING STRATEGY 121118 MA%.O.C. yD BUCK
FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND TIPX' HEIGHT
THESCOPE OF THESE INSTRUCTIONS. EQWLLLYSPAGm HEIGHT / -_-
ANCHORSPER135/16'MA%.O.C.6J1/4'MA%.SHIIISARE REQUIRED AT EACH ANCHOR LOCATION WHERE7HE PRODUCT IS TABLF388NOT FLUSH TO THE SUBSTRATE.USESHIMS CAPABLE OFTRANSFERRING APPLIED LOADS. 5MAK W_� O.C. I / c 7)DESIGN PRESSURES: (9'MAX.BUCK) rA NEGATIVE DESIGN LOADS BASED ON STRUCTURAL d CYCLE TESTING AND GLASS PERA 6�
ASTM E1300. 1 O N S aloe Q
B.POSITIVE DESIGN LOADS BASED ON WATERTEST PRESSURE,STRUCTURAL d CYCLE T NO ANCNOR9 AT SILL 0�- O A rj°moi Z Z
TESTINGANDGLA55 PER ASTM E7300. T-a153-1/B'MA%.TPTO TIP WIDTH t"V.EEPNOTCM 1'WEEP NQTCH OLLp W O
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN.ASD. 411/i6'MAIL. '�
AT EACH ENO AT EACH ENQ =�LD
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN FRAME SHOWN WITH L) oa ° '6
CORRESPDNDIN0 TO THE REQUIRED DESIGN PRESSURE THE 33-1/3%STRESS INCREASE W
HASNOTBEENUSEDINTHEDESIGN OFTHIS PRODUCT.THE 1.6 LOAD DURATION FACTOR SHOWN WITH EQUAL-LITE CONFIGURATION EQUAL-LITE CONFIGURATION otu p F Z 'JMD
WASUSEDFORTHE EVALUATION OFANCHORS INTO WOOD.ANCHORS THAT COME INTO
CONTACTV TH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OFTHE Z Z O
TABLE 1:ALLOWABLE GLASS TYPES G
FLORIDA BUILDING CODE FOR CORROSION RESL97ANCE law USER INSTRUCTIONS:
9)METAL SUBSTRATETO MEETMIN.STRENGTHAND THICKNESS REQUIREMENTS PER Type Descdpdon N9ffic from Exterior to lnmHcr) TaO.N 1)DETERMWETHE SITE SPECIFIC•WINDOW OPENINGS DESIGN J U-
CURAENTFLORIDABUILDINGCODEANDTOBEREVIEWEDBYTHEAUi}WRffV HAVWG1 1/8-AN,.097 PVB,118-AN 2 PRESSURE REQUIREMENT FROM ASCE 7.
_ W
JURISDICTION. 2 13+16•LJG:US'AN CAP,AIRSPACE,118•AN,.090'PVB,WE'AN 2 ® UWI `5
2)KNO'MNG YOUR GLAZING OPTION(TABLE I),WINDOW a J
10)REFERENCES:TEST REPORTS FR 1&7635.1 618.7936x ELCO ULTRACON NDA;ELCO 3 13118'UG:118•TP CAP,AIRSPACE,118•AN,.097 PVB,118'AN 3 CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN Z f
PRESSURE FROM TABLES 2.5.IT MUST EQUAL OR EXCEED THE I°iV5
CRETEFLIX NOA;NATIONAL LUMINUMDESIGN DESIGN MANUAL
FOR WOOD CONSTRUCTION, 4 118-HS..097 PVB,t/e'HS 4 DESIGN PRESS URE REQUIREMENT FORTHEW,NDOW OPENING to O
ANSVAF6PA NOS 8 ALUMINUM DESIGN MANUAL 5 311V AN,.097 PVB,3177 AN 4 OBTAINED IN STEP 1. G rL Z
11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL 6 13116'LIG:3117 AN CAP.AIRSPACE,11W AN,OW PVB,118'AN 4 o Z Q o
7 13116'UG:3116'TP CAP,AIRS PACE,118•AN,.09T PVB.1/8-AN 4 3)DETERMINE THE ANCHOR QUANTITY FROM TABLES 687. W fi
7 =
FIGURE A ALLOWABLE SASH CONFIGURATIONS 3/16'AN,.090•SG,3/16•AN 5 ONS AND SHAPES d)INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION,SHEET 8 J ZW (n
WIDTH MOTH WIDTH If_ 9 3116•HS,.OW SG,NIS'HS 5FOREQUAL LEG INSTALLATION OR SHEET FOR INTEGRAL FIN Q 0
_ _ 10 13116'UG:11W AN CAP,AIRSPACE,118'HS,.097 SG,1/8"HS 5 INSTALLATION. rnu'0�0 sxias
TI i T 11 13/16•LIG:118'AN CAP,AIRSPACE,3116•AN,.090'SG,3/16-AN 5 NOTEDESION PRESSURE RATING DETERMINATION IS THE SAME 711111111//
T 12 13117 LIG:118"TP CAP,AIRSPACE,118"HS,.097 SG,117 HS 5 PROCESS FOR ALL FRAME TYPES(FLANGE,INTEGRAL FIN OR ,7`77�1Y LYNN
Fr / 13 13116•UG:118"TP CAP,AIRSPACE,3110 AN,.097 SG,3117 AN 5 EQUAL LEG18OX).
14 13118"UG:311V AN CAP.AIRSPACE,1/8'HS,.090'SG,1/7 HS 5 �' J •'�`/
Mu x x x 15 13116'UG:3116•TP CAP,AIRSPACE.118"HS..097 SG,118'HS 5 � r
_ No.58705
1 1 1 I SG-KURARAY SENTRYGIASo INTERLAYER By GENERAL NOTES_......_........_..______1 _
CODES/STANDARDS USED: KURARAY AMERICA INC. ELEVATIONS_.._........_..............
_..____1 _-p Y� �ryryj1 Jy Q•'-
RECTANGULAR RADIUS-TOP RECTANGULAR PVB=KURARAY TROSIFOL PVB INTERLAYER BY DESIGN PRESSURES IGLAZING DETAILS._2-0 �pO'•• �0 R[/�
VVITFI EQUAL WITH PRONEW WITH CUSTOM :2017 FLORIDA BUILDING COOE(FBC),e1H EDITION RARAY AMERICA INC. ANCHOR WAMRIES_._.....______ 5E i.(� 4/.
LITE SASH SASH SASH �A57M E130009
AN=ANNEALED INSTALU-noN,FLANGE_._....__.....___..___7 i/�S �ORIO U,\`��•
.ANSVAFSPANO&2015 FOR WOOD CONSTRWTION HS°HFATSTRENGiHENED INSTALLATION,EQUALLED.._____..__.._.._.8 //S/O
ALL SHAPES WTRi ALL SASH CONFIGURATIONS AREAPPROVED.SHAPES ALUMINUM DESIGN MANUAL,ADM-2015 TP=�PERED INSTALLATION,INTEGRAL FIN.._._........._..__.._9 1711 NA�1777```
MAY BE USED BY INSCRIBINGTHE SHAPE IN A BLOCKAND OBTAINING -AISIS100.12
DESIGN PREBSU%SAND ANCHORAGE FOR THAT BLOCK SIZE FROM THE .AISC 360-10 EXTRUSION PROFILES._...._...__._._____-___IO
ASSEMBLY fl PARTS LISP__..____ _t1 A LYNN O MM P.E
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OPTIONAL HNRISE1112 SMd, TABLES.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY Q LL
42 SILLSHOWN.SEE 18-6 Df 410 AIUmnU 6063-75 Mr. 318' 0.063' INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF
1-WEEP SHEET10FOR A36 Sleel 318" 0.063° THEVANDOW.
NOTCH AT STANDARDSILL $$$CTed! `t tttllill l/1j
EACH ENO Steel Stud,Cv.33 Ain. 318" 0.045 18 Ga 2)MASONRYANCHORS MAY BE USED INTO V400D AS PERTABLE ��Y V LYN 1j
714'MAX B.ALLWODoDUCKSLESSTHAN1-127THICKARETOBE ON. .. N
�sHIM 114"410 SS Concrete(min.3.35 ksi) 1' 1-314" ���`4`� ' /!
CONSIDERED INSTALLED
INSTALEDDI DIRECTLY
.1%WOOD TE.WOMKS OD
CreteFlex Ungrouted CMU,(ASTM G90) 2-112' 1-1/4' IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.VYOOD BULKS � Q;' •.��
P.T.Southern Pine SG0.55) 1" 1.316' DEPICTEDAS2XARE 1-10THICK ORGREATER.IXAN02X Bl1CKS N0.58705
(WHEN USED)SHALL BE DESIGNEDTO PROPERLY TRANSFER
NOANCHORS • CORcfe}e(min.2.BS 161) 1" 1-3I8' LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND - =
REQUIRED IN ° 114-Steel %N;C AIQNIS THE RESPONSIBILTrYOFTHEENGINEEROR -�' p
�tjn r7XL�tl CMU,(ASTM -90 2-1l2° 1-114'
FLANGE OR ° Uttracon 9 ) ARCHITECT OF RECORD.
EWAL{EG P.T.Southern Pine SG0.65) 1" 1-318' �0,�'•, A OF
3 VISIBLE LIGHT WIDTH OR HEIGHT REFERRED TO AS F '• OmO
FRAME SILLS a ''° A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE ) ( ...
9)U BE ONLY FLATHEAD ANCHORS IN 1AM85.PANIHWFLATHEADTYPEIS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. ' sS/ONAL F'�G`
VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN THE HEAD.
C)'UNGROUTED CMU'VALUES MAYBE USED FOR GROUTED CMU APPLICATIONS. A LYNN MILLER,RE
P."5e105
V
INSTALLATION DETAILS FOR EQUAL-LEG FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3
INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX
EDGE DISTANCE DIRECTLY INTO CONCRE)EICMU. BUCKSTRIP INTO CONCRETEICMU.
OPTION 1 r _�. �______r__� SEE NOTE 2.THIS SHEET. EMBEDMENT
ANCHOREDTHROUGH �--� EMBEDMENT
FRAME INTO 2X WDOD
FRAME OR BUCKSIRIP. 'N"MAX SHIM I/4'MAX SHIM-+I f-�-
SEE NOTE 2,THIS SHEET. EMBED- I SASH WSIBLE 17 I
EDGE I LIGHT WiOTH - �'E aP.vcis0aa> Myo®
DISTANCE DISTANCE �GpybS
1M-MA%SHIM 18 KOAg
27 FIXEDVISIBLE-____L_ �1 of Daie Pmd
L _ _J Il LIGHTWIDTH
BEETABLE I v
3 NOTE B,FOR
�
18 HEAD TYPE
D
FIXED TEMS CHOR TYPE, „ 44
_ EDMENTAND _
VISIBLE EDGEDISTANCEPER
LIGHT SUBS RAEBSEE 31 R 56 6
HEIGHT
- BUCK WIDTH -I TYRANCHORTYPE,
32 EMBEDMENTAN13 m
EXTERIOR
TYRANCHORTYPE HORIZONTAL SECTION A-A EDGE BSTANCEPER
45 EMBEDMENT AND EDGE SUBSTRATE,SEE K
o
DISTANCE PER SUBSTRATE. TABLE B. nL� g y uV
14 SEE TABLE 8. Y r q aloe O Q
�{ I-�174'MAX.SHIM VISIBLE LIGHT FORMULAS: pay, y o
46 55 I I (BROWN FOR HI-RISE 8ILl;SEE J Z
SHEET B FOR STANDARD SDI) Z43
DADS APPROVED MUWON,FBC m WR2 tp
BUCK 13 OM PLIANT ALUMINUM/STFFh FRAMING WIDTH U L)
HEIGHT 63 USE EITHER 1 OR STEEL STUD.MAY BE VERTICAL OR T SASH&FIXED LRE:BUCK WIDTH-4.1r Z c J x
SWEEP LATCH HORIZONTAL.SEE SUBSTRATE o FQ- prp
MIDSPAN OR 2 HEIGHT(EOUAL-LITE)
PROPERTIES,TABLE& p z
BOTTOM LOCKS BUCK HEIGHT2-323' �Z Z _
SASH INSTALLATION HEIGHTIPROVIEW) ED
VISIBLE EQUAL OPTION4 @FIXED LITE:BUCK HEIGHT2♦428' j Z LLO
LIGHT EQUAL
ANCHOREDTHROUGH @SASH:BUCK HEIGHT2-11.43' m 0 m
HEIGHT FRAME FRAME INTO METAL ®9 W 1-
SHOWN HEIGHT(CUSTOM SASH) (9 W
®FIXEDLTTE:BUCKHEIGHT-BASHHEIGHT-2.6S Z N r5
®SASH:SASH HEIGHT-4.80' g
X
EXTERIOR TABLES: LLO mQp
12 33 Anchor Substrate in.Edge Min.Embedment NOTES: gDistance g
15 P.T.Southern Pine(SG0.55) 9/16" 1-318' 1)USE ONLY SUBSTRATE-APPROPRUITEANCHORS LISTED ON J C3 W
OPRONAL MI-RISE 1872 Slee( TABLEB.FOLLOW EMBEDMENTAND EDGE DISTANCE LDIIT&ANY Q W
42 SILL SHOWN.SEE 10-8 Or 410 AlumnunL 8061-TJ(lin. 3/8' 0'063' INBTALIATION OPTION SHONM MAY BE USED ON ANY SIDEOF A1!I'asap sway
)'WEEP SHEETIDFOR A36 Steel 3/8" 0.063' THEWINDOW.
NOTCHAT STANDARD SILL SS Screw \L1))111111 fff f
EACH END 1/4'MN(. Steel Stud,Gr.33 nin. 3/8" D.D45' 18 Ca) 2)MASONRY ANCHORS MAYBE USED INTO WOOD AS PERTA13LE �� YLYN f'
�sHBA Concrete(Ren.3.35 K) 1' 1-3/4' 8.ALL W000 BUCKS LESS THAN 1-17 THICK ARE TO BE �pN•,.....N,y��',,
1/4"410 SS CONSIDERED IX INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL :�.1�.."uCENSF••.!�
CreteFle% Ungrouted CMU,(ASTM C-90) 2-10 1-1/4' IF UN IT IS IN STALLED DIRECTLY TO SUBSTRATE WOOD BUCKS
P.T.Southern Pine SG0.55) T 1-318" DEPICTED AS 2X ARE 1-12'THICK OR GREATER IX AND ZX BUCKS No.58705
NO ANCHORS (WHEN USED)SHALL BEDESIGNED TO PROPERLY TRANSFER `
REQUIREDINConcrete(min.2.85 Fsp 1" 1-318" LOADS TO THE STRUCTURE WOOD SUCK DESIGN AND I
FIAGEOR s 1WSStee Ungr011Nd CMU,(ASTM C-90) 2-112' 1-1/4' INSTALLATION IS THE RESPONSIBILRYOFTHE ENGINEER OR YOV_p. 0
FLANGEEG ARCMRECTOFRECORD. G ((fes
FRAME SILLS P.T.Southam Pine SG0.55 1" 1-318" " :•��
A)MIN.OF 3THREADS BEYOND THE METAL SUBSTRATE 3)Me BLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS ��CCS•'•.O......
• • B)USE ONLY FLATHEAD ANCHORS IN JAMBS.PAN/HEX/FLAT HEAD TYPE IS DAYLIGHT OPENING)IS MEASURED FROM BENDING TO BEADING. �S�ONAL�N
VERTICAL SECTIONB-13
ALLOWABLE FOR ANCHORS IN THE C)LNGROUTEDCMU`VALUES MAY BEEUSEDFOR GROUTED CMU APPLICATIONS. ALYNl1h111L1\
A LYNN MILLER PE
PE058T05
INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES
EDGE EDGE
DISTANCE DISTANCE
EMBEDMENT O O
EDGE
1f4"MA%SMIM
�
DISTANCE LIGHTWIDTH 114'NA%SHIM
5 SASH VIBIBLE 17 4PPIo!M mmmplTly�V
g
EMBEDMENT Oma 8
27 19
FIXED NIBBLE
�1l4'MAX EMBEDMENT Lam.
2 SHIM I LIGHTWIDTH I t—
30 1B TYP.ANCHORTYPE,
EMBEDMENT AND EDGE
FIXED DISTANCE PER SUBSTRATE, 44 -
VISIBLE BEE TABLE 9.
LIGHT
HEIGHT
I I 31 OR®8 5
I— BUCK WIDTH
32 HORIZONTAL SECTION C-C TYP-ANCHORTYPE, n
EMBEOMEM ANO EDGE -
45 DISTANCE PER SUBSTRATE;SEE K
DADE APPROVED MULLION.FBC TABLE 9.(NAILSHOWN)
ib ❑Og.j o apl4o —
COMPLWTAUMINUM/STEELFRAMING
1/4'MAX.SHIM N (
OORS .MUW
RENTAL SE SUBSTRATE
Q
Z 2
PROPERTIES,TABLE 9. VISIBLE LIGHT FORMULAS: zLL� o12
ay
BUCK 19 (SHOWNSHEET7 OSTANDARD B
R B FOR ISE LL)) L)U_W F.S J r
HEIGHT USE EITHER 1 11UU Z p Fi a J u o rox
SWEEP LATCH@ HO OR/12 STEEL WIDTH c In Q ama
MID
OR 2 48 55 SELF-ORI WNO
BOTTOM LOCKS SMS(C6),SEE TABLE S. @ SASH 8 FIXED UTE BUCK WIDTH-4.12• Z Z
HEIGHT(EQUAL-LITE) 3 Z r
SASH BUCK HEIGHT2.323' Z O LL
VISIBLEINSTALLATION t= O
LIGHT HEIGHT(PROVIEW) m = U m
HEIGHT OPTION7 ®FIXED LITE:BUCK HEIGHT2-428' ® N
ANCHORED THROUGH @SASH:BUCK HEIGHT2-11.4T Lm" C7
INTEGRAL FIN INTO METAL Z Z IaayS
HEIGHT(CUSTOM SASH) (q LL
@FD(ED LITE:BUCK HEIGHT-SASH HEIGHT-2.55' ¢ J
EXTERIOR 16 STANDAR
bSILL ®SASH:SASH HEIGHT-4-W O SHOWZ
42 6
33 PREVIOUSSHEET
FOR OPTIONAL g W =
1'WEEP HI-PoSESILL Z y
NOTCH AT Q
EACH END TABLE B 11'asaO saua6
1!4'MAX Min.Edge Min. NOTES:
SHIM
Anchor Substrate 1)USE ONLY SUBSTRATEAPPROPRIATE ......
�� LYN/y 1j'%
Distance Embedment
2-1/2'..113'B.Nall P.T.Southam Pine(SG=0.55) 5116' 2.438 ANCHORS LISTED ONTABLE 9.FOLLOW ```4,\�•-T VCENB`F 2-1/2'X.131'Common Nall P.T.Southern Pine 3(8' 2.438 EM EDGE DISTANCE LIMITS. `Q�.
INSTALLATION OPDON SHOWN MAYBE USED
2-72 X.145'Rooting Nail P.T.Southem Pine(SG=0.55) 318' 2.438 ON ANY SIDE OFTHE WINDOW * No.
TYP.ANCHORTYPE, 58705
O •:
EM
BEDMENTAND EDGE EDGE DISTANCE 2.1/2'x.145'Roofing Nail P.T.Seuthem Pine(SG=0.55) 316' 2436 —
DISTANCE PER SUBSTRATE P.T.SoMhem Plne SG=0.55) 72' 1.375 2)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO -D•; �`
SEE TABLE 9. #10 Steel Tmshead Screwo ( REFERRED TO AS DAYLIGHT OPENING)IS �S] (V`
(SCREW SHOW08 EMBEDMENT 0.125'Alumim1m,6068-TS min. 5116' 0.125 MEASURED FROM BEADING TO BEADING. •,
q12 Sleet,iB8 of 41055 -.F<ORIDP,-•'
Scmw 0.050"A38 51ee1 5178' 0.05 i�lc�s• ..... C7
VERTICAL SECTION D-D 0.045(18 Ga)Steel Stud,Gr.33 min. 5 76 D.oaS ',S�ONAL Er `
A)MIN.OF 3 THREADS BEYOND THE METALSUBSTR TE �!!tlIL11111`
A LYNN MILLER,P.E.
P.E/68105
m 4
o
A N
El
1
0 0 �
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3 O 1
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1 �
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1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275
p
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� .: ''•�yo:� (941)480-1600 C
COPYFUGHT®sots POT INOUSTRIES.IRC. BB
y CERT.OFAUTH.p4B288 ALL RIGKS RESERVED
ALUMINUM SINGLE HUNG INSTALL.(LM) 8 04/01718
M ''C,•%''�RIII*��v` SH7700ANS� 100F11 a$o 77 ONOA-1SOWSKI @
TABLE 11:
I gl"PGT Parts Description Material fit ASSEMBLY DETAILS FOR
FLANGE FRAMES
1 542001 Head,Flange �' (OTHER FRAME TYPES SLWLAR).
2 624017 Find,Mlegral Fin Allan.6063-TO a
3 624028 Head.Eq..Weg Alum.6063.78
4 614004 Jamb,Flange Alum.606376 4
4A Jamb,Flange(Used For Alternate Radius Top Head) Alum.6083752 1
5 624020 Jamb,Integral Fin Alum.6063-T6 51 -P ucomplyl.a•Llam
SA Jamb,integral Fin(Used For Alternate Radius Top Head) Alum.6063752 No eLL
6 624031 Jamb,Eq-W g Alum.6053-T6 „111ka vak ft-daL
6A Jamb,Equal-leg(Used F"Allemale Radius T Head) Alum.6063-T52 40 HEAD
7 524002 SIII,Flange Alum.6063-TS
Alum.6063-76 INTERIOR
8 624018 S111,InteEq. FDL Alum.606316 8-1
1 IAMB
9 624029 Sill,Equa4leg
10 624003 581,HI-Rise,Flange Alum.6063-76
11 624019 Sill,Hi Rise,Integral Fin Alum.6063-TB _
12 62403D Sill,184Ui P.t EquaFleg Alum.606376 4 14
13 624006 Sash Top Raii Alum.6005A.T81
INTERIOR
14 624005 Fbced Meeting Rail Alun.6005A-T51
15 624012 Sash Bottom Rall-Hi-Rise Alum.6053-15 IAMB m y
W
16 624068 sash BottSide R Rol Alumm 6063-TO FIXED MEETING RAIL ¢
17 6240D7 Sash Side Rail Alum.6053-TS
18 624051 Head Anchor Coley Alum.6063-TB
19 624015 Sash Stop Alum.6063T6 iu 'rco K Q
25A 624009 IG Bead Alum.6063-TS O Z z
758 624011 IG Snap Bead Alum.8063-T5 Z' m i W o
624013 5116"Lami Beading Alum.606378 =ui 5 d n
27 62402e Ins Lauri Beading Alum.fi0� SASHR
w z c a J
30 6TP247 Glaring Bead,Bulb Vinyl far#B24023 Vinyl F N
31 6TP248 Glazing Bead,Bulb Vicryl for#824009 8#624011
Vinyl 4 SIDEo>v nMO
32 724046 Sweep latch(@ Top Rail) Cast zinc RAILz�' 3 ?
33 824049 Bottom Latch(@ Sill) Alum.6063-TU JAMB O
34 SetBng Bkxk(11W X 12"X4) Neopmce j LL
354 IG Setting Block(116 X314"X4' Neoprene m S H O
35B 714014 IG Snap Selling Black Vmyl 77
38 724044 Bottom Rall Wealhersidp EKtansi0n Z W riDjs
37 724053 Sill Gasket Polyethylene
3B 724054 Sash Top Rail Gasket Polyethylene 3T
39 724055 Sash Bottom Rail Gasket Polyethylene
40 724057 Head Gasket Polyethylene F Z m o
26
41 724063 Meeting Rail Gasket Polyethylene j O
42 61726D Sash Bottom Rail Bulb Vinyl Polyethylene
Q m
43 Weathersidp..27G'x.187,Fin Seal(@ MIS
44 6TS16G Wea•hersldp,.17("X.27U%Fin Seal(@ Sash Side Rag)
45 Wealhembip,.170"X.187",Fin Seal(@ Top Sash Ralf) `111111 L I I11IIrrYr'
46 lades Balance with Cofer 8 Tdm Rigid Vinyl SILL TABLE 10:MATERIAL PROPERTIES USED . �aV LYN/y�le,��
51 781PS0X #8X1"PH SMS(Assembly) Stainless Steel 61 FOR ANCHORAGE CALCULATORS: `:���;:'1)CENSE ,
55 7834AA #8 X314"Ph.PN SMS(Balance) Stainless Steel 7 Materiel Mm Fr Mut Fu 'T.
63 Alum.Screen with Fiberglass Mesh Varies Sleet Suew D2 ksi QD list _*: No.58705
70 Kommeding Kodispace 4SG TPS INTERIOR 184$cnw fi0 ksi %kat
Bee Sheet �3 410 Screw Be ksi 110lo i 7: r �—
71 GuaneK Super Spacer nXT 10 for 51 Elco U tMCmA 155 ksi 177 ksi
Duane Cuaseal Spacer OF
7723 Cardinal XL Edge Spacer Materials NOTES: 41DSSE1.o0 WFIet4D 127.4 ksi 7 ksi 'i'C�'•. r•'LOR1D1`.:�G���
6
74 Dow 791,899 or GE 7700 Backbedding Silicone 1)ALL CORNERS TO USE GASKETANDIOR SEALANT. A36 Strep 36 ksi 59 ksi
Gr.33 Steel SM 33 ksi45 ksi r 1111111//
2)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. pLYN wU'M P.E.P.Etl 59705