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Product Approval
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RECEIVED
Product Approval Menu>Product or Aoolication Search>Application List>Application Detail
FL#Application Type Revision R4 AUG 0 3 2018
Code Version 2017 ST. Lucie COUnty, Permitting
Application Status Approved
-Y
Comments FILE
Archived i)
COP-
Product Manufacturer Eastern Metal Supply
Address/Phone/Email 4268 Westroads Drive
West Palm Beach,FL 33407
(800)432-2204 RECEIVED
[rodriguez@easternmetal.com
Authorized Signature Bill Feeley AUG 0 3 2018
lrodriguez@easternmetal.com
�T. Lucie County, Permitting
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Shutters
Subcategory Storm Panels
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
[ Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Walter A.Tillit,Jr.
the Evaluation Report
Florida License PE-44167
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By John Henry Kampmann Jr.
2 Validation Checklist-Hardcopy Received
Certificate of Independence FL11969 R4 COI EASTERN METAL SUPPLY INC. DRAWING 17-099
CERTIFICATE OF INDEPENDENCE,PDF
FL11969 R4 COI EASTERN METAL SUPPLY,INC DRAWING 17-100
CERTIFICATE OF INDEPENDENCE,PDF
Referenced Standard and Year(of Standard) Standard Year
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
https://www.fl of i dabuil ding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODb... 8/3/2018
Florida Building Code Online Page 2 of 2
Date Submitted 09/13/2017
Date Validated 10/14/2017
Date Pending FBC Approval 10/25/2017
Date Approved 12/12/2017
SummarV of Products
FL# Model,Number or Name Description
11969.1 0.030"Thick Galvanized Bertha Corrugated galvanized steel storm panels retained or not by
Steel Storm Panels(2.25"Deep)- tracks to provide hurricane protection.
HVHZ-Drawing Number 17-099
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL11969 R4 II EASTERN METAL SUPPLY,INC. DRAWING
Approved for use outside HVHZ:Yes 17-099- 0.030 THICK GALVANIZED BERTHA STELL STORM
Impact Resistant:Yes PANEL.PDF
Design Pressure: N/A Verified By:American Test Lab of South Florida Inc.
Other:Large Missile. Max,span is 8'-6"for+60,-70 p.s.f. Created by Independent Third Party:Yes
ASD for panels mounted per sections number 1 thru 5 and 8. Evaluation Reports
See sheet 4 of Installation drawing for other spans and FL11969 R4 AE EASTERN METAL SUPPLY INC. DRAWING
pressures. 17-099 PRODUCT OF FVALUATION REPORT PDF
Created by Independent Third Party:Yes
11969.2 0.050"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks
Panel-HVHZ-Drawing Number 17- to provide hurricane protection.
100
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL11969 R4 II EASTERN METAL SUPPLY,INC DRAWING
Approved for use outside HVHZ:Yes 17-100 0.050 BERTHA ALUMINUM STORM PANEL.PDF
Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc.
Design Pressure:N/A Created by Independent Third Party:Yes
Other:Large Missile. Max.span Is 10'-0"for+62,-73.3. Evaluation.Reports
p.s.f.ASD and for mountings number 2,6,7 and 8.See FL31969 R4 AE EASTERN METAL SUPPLY,INC DRAWING
sheet 9 of installation drawing for other spans and pressures. 17-100 PRODUCT OF EVALUATION REPORT.PDF
Created by Independent Third Party:Yes
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Contact Us::2601 Blair Stone Road.Tallahassee Fl.32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please
click he[C.
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https://www.floiidabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYleb4opODb... 8/3/2018
2WERu NOTES:
1.STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.O.) HAS BEEN VERIFIED FOR COMPLIANCE IN NOTES:
ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. B.1)MINIMUM SAND MENTCET OF TX CONSS4 ANCHORS,CONCRETE
ETE PANELMATE. NIT mole *PANELMATE PWS', RED HEAD
DYNABOLT AND CRETE-FLEX SS4,INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4".
DESIGN MIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, 8.2) 7/8"CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT,
FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND
FOR A DIRECTIONALITY FACTOR Kd=0.85. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC AND SHALL UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 SCREWS USED SHALL BE 1 1/2' LONG
NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 4 THRU 9. MINIMUM SHOULD STUCCO EXIST,AND 1"MINIMUM FOR WALLS WITH NO STUCCO.
IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 6.3) MINIMUM EMBEDMENT OF 1/4"0 x 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8"INTO THE CONCRETE
SHALL
BE FIRST REDUCED T (AS.D)DESIGN WIND
LOR E WINGS MUSHEETS
TINDICATED ON B .6 IN ORDER THRU 9 O BLOCK. No TO INTO STUCCO SHALL BE PERMITTED, 1/4"0-20 S.S.MACHINE SCREW USED SHALL BE
T
S 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND I'MINIMUM FOR WALLS WITH NO STUCCO.
IN ORDER To VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.ED.AS TESTED WERE NOT OVER STRESSED,A 33% 8.4)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,ANCHORS
INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS.A DURATION FACTOR CD=1.60 WAS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS
USED FOR VERIFICATION OF FASTENERS IN WOOD. INDICATED ON NOTES IN 8.1)&9.2)ABOVE
STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAS REPORTS $0425.01-00 AND f 0616.01-05,PER MANUFACTURER,
PROTOCOLS TAS-201,TAS-202 AND TAS-203.
2. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY ASTIR A653 SO.GRADE 40,WITH G-90 GALVANIZED 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 8(SHEET
STEEL DESIGNATION & Fy= 52.3 ksi, (AFTER ROLLED)' 2 &3 OF 9) EXCEPT THAT HEADERS 2,3& 4 SHALL NOT BE USED.
3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY&TEMPER UNLESS OTHERWISE NOTED. B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS
TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLACK OR
4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER
WOOD FRAME BUILDINGS.
DIN 50018 W/50 kst YIELD STRENGTH AND 90 ksi TENSILE STRENGTH & SHALL COMPLY W/FLORIDA BUILDING CODE
SECTION 2411.3.3.4. 9.THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS
5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 SERIES STAINLESS STEEL.WITH 36 ksi MINIMUM YIELD CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL
LENGTH.
STRENGTH.
10, STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING
6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED). REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
(A)TO EXISTING POURED CONCRETE (f'c=3 ksi):
- 1/4`0 TAPCONS& MAXI-SET TAPCONS AS MANUFACTURED BY LT.W./BUILDEX. 11.(a)THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)PREPARED BY THIS ENGINEER 5 GENERIC AND DOES NOT PROVIDE
- 1/4'0 CRETE-FLEX SS4 ANCHORS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. INFORMATION FOR A SITE SPECIFIC PROJECT: i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O.
- 1/4"0 x 7/8'CALK-IN ANCHORS, 1/4'0 ELCO mole&female "PANELMATE"OR 1/4"0 ELCO mole
'PANELMATE PLUS-AS MANUFACTURED BY POWER FASTENERS. INC.AND ELCO CONSTRUCTION PRODUCTS. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS
RESPECTIVELY. PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS
- 1/4.0 x 3/4•ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW SOLT DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY.
&SPECIALTY COMPANY.
{c}THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDEP.ED.INVALID IF NObIFiEO,
NOTES:
A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHOR OR CRETE-FLEX SS4 ANCHORS IS 1 3/4 (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL
FOR ELCO PANELMATES IS 2'.FOR ELCO male 'PANELMATE PLUS'IS 2". BECOME THE ENGINEER OF RECORD (E.O.R,) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL
A.2) 7/8'CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE.NO EMBEDMENT INTO SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.
STUCCO SHALL BE PERMITTED. 1/4'0-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO
EXIST.AND /"MINIMUM FOR WALLS.WITH NO STUCCO. (e)THIS P.ED. SHALL,BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD
THAT PREPARED IT.
0.3)MINIMUM EMBEDMENT OF 1/4"o x 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED
CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4`0-20 S.S. MACHINE SCREW USED SHALL 12, SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE
BE 1 1/2' LONG MINIMUM SHOULD STUCCO.E%1ST,AND 1" MINIMUM FOR WALLS WITH NO STUCCO. WITH.SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO
COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE.
A,4) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING WALL OR
FLOOR,ANCHORS SHALL.BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE
SHALL BE AS INDICATED ON NOTES A1)&A.2}ABOVE.
(B)TO EXISTING CONCRETE BLOCK WALL(ASTM C-90):
- 1/4"0 TAPCONS & MAXI-SET TAPCONS AS MANUFACTURED By I.T.W./BUILDEX. TMS DRAWING SHALL ONLY BE USED TO
- 1/4'0 CRETE-FLEX SS4 ANCHORS AS MANUFACTURED SY FLOG CONSTRUCTION PRODUCTS. ;lilar4rrrsrs�.. OBTAIN PERMITS IN THE STATE OF FLORIDA
- 1�4'0 x 7/8'CALK-IN ANCHORS OR 1/4"¢ ELCO mole & female "PANELMATE`OR WWWW11t)ItI
`.`"� r�.•T��lp+
- 1/4'0 ELCG male "PANELMATE PLUS"AS MANUFACTURED BY POWER FASTENERS,INC.
AND ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY.
- 3/8"0 RED HEAD DYNABOLT SLEEVE ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. yW5 •�.jL s.f��C+d.. N C
- 1/4.0 x 3/4"ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW. SOLT 4- •:
&SPECIALTY COMPANY. x 0.44 67FLORIDA BUILDING CODE (Nigh Velocity Hurricane Zone)
T y� 0zoT7 MTECo,INC. 0.030" THICK GALVANIZED BERTHA STEEL La
'sTAI { STORM PANEL (2.255DEEP) MwN er
EASTERN SUPPLY, INC �7
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11"Ar TE6nNG Q ENGLNECNING COMPANY WEST PALM BEACH,FL.33407
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STORM PANEL (2.25"DEEP) GR1WN BY..
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SECTION 1 SC4LE:3/BCOM13lN£D IN ANY WAY 70 SUIT AM 1NSTAUATION. I TILUT TES77HO h ENGINEERING COMPANY WEST PNy BEACH,TL 33107
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STORM PANEL (2.25'"DEEP) DRAWN L7ry
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11" 7- NIA 12- 12- 12" 12. 12" 12" W rr u' 12 n• r(BonoL) CORRESPONDING MAXIMUM ANCHOR PACING SCHEDU-F FOR
11- N/A WA WA 12' N/A IJ' N/A 12' WA 12- WA 12' n" 2(70P) INSTALLATIONS INTO CONCRETE AND CONCRET BLO K STRUCTURES
12" 7' WA 12- 17' 1T• 02• 12- IT' 11' 12' W N/A N/A 2(60T10L)
12' ///A N/A N/A 11- N/A 12' N/A 12- N/A f2- N/A N/A N/A J(w)
12• 7- N/A 12- 12' f2" 12' 12• 12" 1r W rr• WA NIA 3(Borrah "MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2-EDGE DISTANCE.
.6ao,-61z IT N/A x/A x/A rr WA Ia' x/A la' WA 1 rz' 1 WA NIA WA (rap) a•-D-DN[.Ess FOR E. D. LESS THAN 3 1/1 j REDUCE ANCHOR SPACING BY
12' 7' N/A 12- 12" 12' 12• 11- 12' 1t• 12- ll- N/A N/A 4(WI ) MUL77PLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING
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HIS OPERA77ON TO BE POSIBLE, REDUCED SPACING OBTAINED
l2' 7' N/A 12' 12" 1Y 11" !2- 11' to 12- 10- NIA N/A 5(B-Tt j USING FACTOR SHALL NOT BE LESS THAN MINIMU)A SPACINC
12' M/A N/A N/A 12• N/A IT- N/A 12" WA 17- N/A N/A N/A B(TOP) INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND.
12 N/A N/A N/A 12" WA 12- N/A 12- N/A 12' N/A N/A NIA6(BOT70Y) FACTOR
1]' NIA N/A NIA I1" NIA 17' M/A 11" !!/A !1' N/A N/A WA 7()O"/BOTIDNI
WA N/A N/A N/A NIA N/A 12' 17" tT- 12- !2" I1" 12' 12• B ACTUAL E D. TAPCON/
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12' N/A 12' rz- v' u' !I• fY ID• n' 9- u' 12" I(Bolrm) 1 7/2 .35 - -
12- N/A N/A 12' N/A 12' N/A 11' WA /2' N/A 12- 12" 2(TOP) -
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WA N/A 2(BOrICW)
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11' N/A 11• 12• I2' lT" 11' 12' 10' IT" 9"
WA MIA 5(90"w) ANCHOR
♦660.-no 12' N/A N/A 12- N/A 12' N/A 17- N/A 12' N/A WA N/A 4(Ta") 6'-O'OR LESS ANCHORS MIN.
12' N/A /y I2• 12" 12' !I' 12' IO- 11" 9' N/A WA 4(80Ti0Y TYPE SPACING E. D. m EDGE DISTANCE
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12- /A N/A 12- N/A 12- N/A IT• WA 12" N/A MIA WA 5(lap) TAPCON/
12- / 11" !T• 9" 12" e• I1. 7• II' 6" N/A MIA 5(BORON) PANELMATES 4.0"
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12' 6' NIA 1T' 12" _ 12- 17- 10' 12' 9- 1. 9' x/A .%A 1(Boff") 'SEE NOTES ON SHEET 8&9 OF 9 •�1y/JJ ;
FOR ANCHOR TYPES&SPACING FOR ®_{,�y t
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NIA N/A IZ" N/A 17" NIA !2' NIA 11' N/A N/A WA s(rov) INSTALLATIONS INTO WOOD FRAM£BUILDINGS �•:1cI •c-�
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12' 4' WA If' 12' B- 12' l' fI' 6- f2" 6• NIA N/A 5(1107") FLORIDA BUILDING CODE (High Velocity Hu one Zone)
1I' f1/A N/A WA 12- NIA 12' N/A 12- WA 12- NIA N/A NIA 6(IOP) 02017 110EC0•WC 0.030" THICK GALVANIZED BERTHA STEEL LC
0" NAA WA N/A II" MIA 12' N/A f1' N/AIT' NIA N% 1!/A 6(60nOL)
STORM PANEL (2.25"DEEP) DRAWN BY.
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T11LIT rLST/NO&EMDINEERINO COMPANY WEST PMN T ROy R 5]407
6Jf3 Mv.JOM a sa JIlL rApMl fA41b6 n JJt6E PHONE ) ( )
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FAX: 561 568-4780 17-099
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WA IT" N/A WA WA I(TOP)
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17' 5" WA 12" 12' t0 1. 9" 12' 8' 12' 7' N/A N/A 7(801100)
17• N/A N/A N/A I1• WA IY N/A J12-
N/A 12' N/A WA N/A J(TOP)
fT' S' N/A 12' 12' t0' 12' 9' 8' L12'
T N/A N/A J(BOTrou) **MAXIMUM ANCHOR SPACINGS ARE VAUD FOR 3 1/2'EDGE D15TANCE.
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IJULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING
iT' T N/A 17" 11' 10' J2' 9' 8' 7• N/A WA 4(RGrroN) FACTORS. (NOTE: Min. £. D. FOR CALK—IN ANCHORS IS 2 1/2'.
!2' N/A N/A N/A '12" N/A 12• N/A N/AWA N/A N/A 5(¢w). FOR THIS OPERATION TO BE POSIBLE• REDUCED SPACING 08TAINED
USING FACTOR SHALL NOT BE LUSS THAN MINIMUM SPACINC
N/A N/A B• 12' 6' 12' S' 1' WA N/A s(Rart6,) INDCATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND12" N/A N/A WA 12' N/A 1T" N/A N/AN/A N/A WA E(TOP)9' WA N/A N/A !2- N/A 12' N/A N, WAN/A MIA WA 6(LmnCu) FACTOR
8- N/A N/A N/A 11" N/A 12WA 10" N/AN/A N/A H/A 7(10PIDon") ACTUAL E. D. TAPCON/
WA WA N/A N/A N/A N/A 6' 9' I2- 5- 7' II' 12• 8(rOP/9011011) CRETE—FLIX SS4/ CALK—IN SOLID—SET RED HD. SLEEVE
PANELMATES
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12' S• WA /2' 12" 1I" 120 9• 12" C 120 B" 12w 1T 1(o0aw) 1 1/2" .35
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WA 1J/q '(&27701) ANCNOR�Fr�ly0
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♦baa-613 'V' WA - ANCHORS MIN.
WA 12• N/A 12- N/A 12' WA 11' WA N/A N/A 4(TOP) 7'-6'W 8'-6 TYPE SPACING E.O EDGE DISTANCE
12' N/A f1' IY II' IY 9" 12• B• 1T' 8• N/A N/A 4(9071w0)
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9' N/A N/A rY N/A 12• N/A 17• WA !!- N/A N/A N/A 6(IOP) CALK—IN 25"
12' WA N/A 12- N/A 12' WA ra' N/A 9' N A/ WA N/A 6(ROn00)8" N/A N/A II' N/A IT' N/A 11' N/A T N/A N/A N/A 7 DOP/60770M) SOLID—SET 3.5"
WA N/A N/A N/A WA WA IT' 9' 1T' 6' 1a' B' 12' 11' B(7OP/80rrOm) jlapprassrss..a
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'SEE NOTES ON SHEET 8&9 OF 9 : •d:�/�.'!�• '1-i..t
12' 4- WA rY 12' 9" 12' 8• 120 7• 12- 6" N/A xjA a(Rana,) FOR ANCHOR TYPES&SPACING FOR
17" N/A H/A N/A 12" N/A 12' WA 12' N AfT' N A
INSTALLATIONS INTO WOOD FRAME BUILDINGS.
12' 4" NIA 72" 12" 9- 12' 8" 12' 1 T 112' 6' N/A N/A J(80R ) `/7��I1g1��� ••
+66a-720 IZ' N/A WA NIA 11' N/ 12' N/A 12' N/A 12" WA N/A NIA 4(101) -,-S,ro e'-6 ....•••I
12' 4' WA 12• 12- 9 17" B- la' 7- 12" Li NIA WA 4(607700
9' WA WA N/A 12' WA !I' N4- 12' WA 12' N/A WA N/A 5(w) FLORIDA BUILDING CODE (High Velocity Hurricane Zone)
9' K/*11A7 I2" S' IT' 4' 12' J• ' J" WA N/A s(Bottom) c1or7 T/UELL7 rN^ 0.030'" THCK GALVANIZED BERTHA STEEL r_GW1Y N/A IY N/A 12" N/A 10• W WA N/A 6(top) STORM PANEL (2.25"DEEP) DRAWN BY.•8• WII" WA 1I' N/A i1' N/A 7' WA WA N/A 6(BOTl9u)WA WA 7 Dao/RorD,� C O tNc. EASTERN METAL SUPPLY, INCa1l' A% 9' N/A 10" WA 9' N/A E' 4268 WEST ROAD$ORWE
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u• WA W NIA 12' NIA 12' WA )T' NIA !T• WA 11' 12- 2(TLV)
NIA t2" 12' 12- 12• II- 12' 9' !T• 9' WA N/A 1 2(BD-)
W WA N/A NIA 12' N/A 12' IIA 17' N/A I2• NIA NIA NIA J(TDP) "MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2"EDGE DISTANCE.
FOR E. D. LESS 1ThQI 3 1/2" REDUCE ANCHOR SPACING BY
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#66.0.-750 r2. NIA N/A NIA 12- NIA 12• WA rz' NIA 12- N/A N/A WA 4(TOP) 6•-0'OR LESS FACTORS. (NOTE: Min. E. D. FOR C4LK-1N ANCHORS IS 2 112')m
WA 4(60"W) FOR THIS OPERATION TO BE POSIBLE, REDUCED SPACING OBTAINED
hf2
6' N/A I7' f2' 12' IT' 1/' I7' 9' t1' 9' N/A USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING
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WA N/A NIA 1TN/A 12' WA I2' N/A !0' IIIA NIA NIA 6(('AIrOY) ACTUAL E D. TAPCON/
NIA N/A WA 1T NIA I2• NIA 12' N/A 9' NIA NIA NIA 1 OGP/eermlq CRETEFLEX SS4/ CALK-IN SOLID-SET RED HD. SLEEVE
WA NIA N/A N/A NIA 12• 11' 12" 6' 12 9' 12' 12' B DG"/BOTIUNJ
3' - .75 .78 7.00
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'SEE NOTES ON SHEEP 8-& 9 OF 9 • �v / ' '
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12" WA 12- 12- NIA 12' 7' 12' 6• 12' 6' NIA NIA 4(60"0.)
12' WA WA NIA 12" NIA tT' NA 12- NIA 12• WA N/A NIA 5 DOP) FLORIDA BUILDING CODE (High Velocity Hurricane Zone)
6' WA N/A 6' 17' NIA 11• NIA 11- 3' a' J. NIA NIA 5(60110N) C2017 TWECO,1NG 0.030" THICK GALVANIZED BERTHA STEEL L.C.
t0- NA NIA NIA 12• NIA 12' N/A 12' WA 9• _ WA IrA N/A .(w) STORM PANEL (2.25'DEEP) DRAWN Sr,
B• NIA IIIA N/A 12' NIA IG- NIA t0' WA ]' IIIA tIIA N/A 6(60no.) 07/26/17
7• NIA N/A NIA9' NIA IG' NA 9' NIA 6• NIA N/A NIA 7(TCP/BOrlo.) I L E C O mc. EASTERN METAL SUPPLY, INC 947E
4289 WEST ROADS DRNE
iILLTT TES17NO h ENGINEERING COMPANY WEST PAL BEACH.R 33407
N/A IIIA WA N/A N/A N/A 17- 7' 11' 6' 12' 6' la" 17' B D17P/50r10R) CAS xlr.:6cv 5 sx J01 rt Llai17-Ogg
Paw:(,Wr-ISA.Tw,(wibn-IS)I
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.sn17 MTEM,Wa aojo" wcK GALVANIZED BERTHA STEEL L.C.
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NO
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EASTERN METAL SUPPLY, INC 04M.
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t. INSTALLA77ONS ARE ONLY VALID MR MAX.AS.D. DESIGN PRESSURE RA77N ° . STORM PANEL (2.25"DEEP) DR411W BY..
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RDRJOA Ue./44167 SHEET 9 OF 4
Florida Building Code Online Pagel of 3
e � �• 1 0. ° � � i ° 0
t �1 `
BCIS Home i Log In i User Registration ` Hot Topic ! Submit Surcharge ; Stats&Facts Publications ` Contact Us i BCIS Site Map I Unks i Search
I Lida
Product Approval
USER:Public User RECEIVED
Product Approval Menu>Product or Aoolication SearchrjApn De it
AUG 0 3 2018 .
°�• FL# 16Application T e angeYp ST. Lucie County, Pcrmittin!gCode Version Application Status by DBPR.Approvals'bd/or the Commission if necessary.
Comments
Archived F1
r. "'dict Maf Sturer 6 - Y33�
-WEN
i7dtess/P, a mail Lakeport Blvd
LVA J Klamath Falls,OR 97601
(800)535-3936
fbcl@jeld-wen.com
Authorized Signature Jason Kantola
fbcl@jeld-wen.com
Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls,OR 97601
(800)535-3936
customerserviceagents@jeld-wen.com
Quality Assurance Representative
i
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By American Architectural Manufacturers Association
Referenced Standard and Year(of Standard) Standard Vear
AAMA/WDMA/CSA 101/I.S.2/A440 2008
Equivalence of Product Standards
Certified By
r
Product Approval Method Method 1 Option A
Date Submitted 04/23/2018
Date Validated 05/01/2018
Date Pending FBC Approval
Date Approved 05/03/2018
https://www.floridabuilding.orv-/pr/pr_app_dtl.aspx?pararn=wGEVXQwtDgsKhgANvDgZ... 8/3/2018
Florida Building Code Online Page 2 of 3
Summary of Products
FL# Model,Number-or-Name Description
14104.1 Builders Vinyl(.V 2500) Tilt Single Hung 48"x 77"Annealed Insulated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14104 R16 C CAC R-PG50-48x77.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 10/04/2021
Design Pressure:+50/-50 ' Installation Instructions
Other: FL14104 R16 II Bldr VinVl Tilt SH FBC Installs 48x77 SS
2017-06-13.odf
Verified By:American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
FL14104 R16 AE PER4868 SS 2017-06-13.1)df
Created by Independent Third Party:Yes
14104.2 Builders Vinyl(V-2500) Two Wide Tilt Single Hung 84"x 57"Annealed Insulated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14104 R16 C CAC XX R-PG50-84x57,odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/28/2021
Design Pressure:+50/-50 Installation Instructions
Other: FL14104 R16 II R-PG50-
84x57 Installation Instructions.odf
Verified By:American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
FL14104 R16 AE PER 3076.1)df
Created by Independent Third Party:Yes
14104.3 Builders Vinyl(V-2500) Three Wide Tilt Single Hung 108"x 74"Annealed Insulated
Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14104 R16 C CAC XXX R-PG50 108x74.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 01/26/2021
Design Pressure:+50/-50 Installation Instructions
Other: FL14104 R16 II BV-Triole TSH CHS PG50
108x74 SJW2012-014 Nail Fin 5-25-16.}�df
Verified By:American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
14104.4 Builders Vinyl(V-2500) Three Wide With Center Picture Tilt Single Hung 109"x 74"
Annealed Insulated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14104 R16 C CAC XOX R-PG50-109x74.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 01/29/2022
Design Pressure: +50/-50 Installation Instructions
Other: FL14104 R16 II XOX R-PG50-
109x74 Installation Instructions.odf
Verified By:American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
FL14104 R16 AE PER 3077.odf
Created by Independent Third Party:Yes
14104.5 Builders Vinyl(V-2500) Tilt Single Hung 36"x 84"Annealed Insulated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14104 R16 C CAC R-PG35-36x84.1)df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 12/20/2019
Design Pressure:+35/-35 Installation Instructions
Other: FL14104 R16 II R-PG35-
36x84 Nail Fin Installation Instructions.odf
Verified By:American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
14104.6 Builders Vinyl(V-2500) Tilt Single Hung 52 1/8"x 75"Annealed Insulated Glass
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsKhgANvDgZ... 8/3/2018
`
/
AAMA
� ��������'—����� �������
��maxv/Opemoons*um���am, ^ '^^
AUTHORIZATION FOR PRODUCT CERTIFICATION
JELD-WENWindows&Doors RECEIVED
P/J.Box 1328
Klamath Falls,QR 97801 AUG 0 3 2018
Attn: JasonKmnuna &_ST. Lucie County, porPriftnQ
This authorization is based on the successful completion of tests, and the reporting to the AAMA Validator of the results of the tests by an
AAMA Accredited Laboratory.The product information below will be added to the next update of the AAMA Certified Products Directory.
SPECIFICATION
RECORD OF PRODUCT TESTED
COMPANY AND CODE CPD NO. SERIES MODEL&PRODUCT MAXIMUM SIZE TESTED
DESCRIPTION
BUILDERS VINYL TILT SH FRAME SASH
JELD-WEN Windows&Doors 9795 (PVQO/X)(OG)(INS GL) 1219 mrn x 1956 mrn 1`168mmx973mm
This Certification will expire October 4,2021 (extended from October 4,2016 per AAMA 103-15)and requires validation until
then bycontinued listing inthe current AAMACertified Products Directory.
Product Tested and Reported by: National Certified Testing Laboratories
Report No.: SJVV2012'282
Date of Report: October 29.2012
'
Evaluated for Certification: June 21.2O1G
A oci led Laboratories, Inc.
d'tedLa
Authorized for Certification: June 22.2016
JGS/JTS
ACP'04 (Rev.6/16) AmaMnArchitectural K4anufacturersAsaodahon
4" MAX
FRW
12" J.C. VAX_--___-----------+ CORNERS 1 112"MIN EMBEDMENT
.2
MP,
STANCE
FOr
FOR-__06E 314'
12" O.C.
1 MAX. IY4'MAX
SPA
FRAME SECTION(TYP) I W11 MIN
KI VERTICAL SECTION EMBEIME14
— ? s� {
LA,
MIDSPAN
if
t AM
1/4"41AX
SHIM SPACE
3,
MIN DISTANCE
FOR EDGE a.,W'
i Max F
- W: T
------ I If2MIN EMBEDN 48 x
if
Installation Notes: I General Notes:
I Seat flange/frame to substrate. 1 The product shown herein is designed,tested and
2. Use#8 PH or greater fastener though the nail fin with sufficient length to penetrate a minimum of 1 11'
of the adopted International Building Code(IBC),tl
into the wood framing. For.2X wood frame substrate(min.S.G.=0.42). Building Code(FBC)and the industry requirement
3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 2. All glazing shall conform to ASTM E1300.
to the structure. The host structure is the responsibility of the architect or engineer of record for the
3- At minimum,glazing shall be single strength anne.
project of installation.
This schedule addresses only the fasteners required to anchor the
S F.
window to achieve the rated design pressure up to the size limitations
noted. It is not intended as a guide to the installation process and does
PR&ECT'ENFViEM.
not address the sealing consideration that may arise in different wall / 03131/2017
conditions. For the complete installation procedure,see the instructions
J.HAWKINS NTS ���
packaged with the window or go to www.jeld-wen.com.
Gii
D.BELAU
T
APPPOVED SY�
Buildei
DISCLAIMER: ;,c\,
1GOOSSEN
i This drawing and its contents are confidential and are not to be PARTiPROIECT hn.:
reproduced or copied in whole or in part or used or disclosed to otherst✓VD008499
1, N4 7ma
except as authorized by JELD-WEN Inc. 398 Fast a_J,J, % I d. suite 3'.J8 IDENTIFIERNa. i PLANT NAME AND LOCATION:
Dania Beach. Fit 33004 S3W2012-202-FBC
17
`
' *^ MAX. � o
mo=�E
^ `s ;/e^ rpou p
n
O.C. MAX.-�-------�—��cu wsns
- .
' � /er
u 3/4' / *uo
' O.C. MAX. � _
FRAME SLCI�OP� /
U i �
. : . VERTICAL SECTION
�
'
|
! | / xzm015T^u
'
FOR EDGE z/Z
|
- . - .
| ! '
'
/
it
� it . .
� - MAX
5P^Ct'
' .
Max-
48 /
General Notes:
Installation Notes:
1. Seal UaogelfrumoNsubstrate. 1. The product shown herein isdesigned,tested and
2. Use#8PHorgreater fastener though the frame with sufficient length to penetrate uminimum of1 112" m[the adopted International Building Cudo0C).tl�
into the wood framing. For 2Xwood frame substrate(min.S.S.=042). Building Codo(F8C)and the industry requirement
3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 2. All glazing shall conform toASTM E13O0.
to the structure. The host structure iothe responsibility ofthe architect orengineer ofrecord for the 3. Atminimum,glazing shall basingle strength anno/
project ofinstallation.
This schedule addresses only the fasteners required to anchor the �-s F
window to achieve the rated design pressure up to the size limitations
noted. It is not intended as a guide to the installation process and does PROJECT ENGINEER: DATE:
03 31/2017 JEL
not address the sealing consideration that may arise in different wall
7W SCALE:
conditions. For the complete installation procedure,see the instructions NTS
CHECKED BY:
packaged with the window or go to wwwjeld-wen.com.
41 APPROVED Ff:
DISCLAIMER 1GOOSSEN
This drawing and its contents are confidential and are not to be PARTIPROIECr No.:
reproduced or copied in whole or in part or used or disclosed to others I 1da N� 7jjl�
except as authorized by JELD-WEN Inc. Dania Reach. F1, 23604 110-16-134 1
i
4,. MAX. i MrN NSrAWC
FROM BLOCK I ' FOR EME 2 Mc
- CORNERS
' iF' i i� I "." .i3_ ErraEcaz:ar � i#,'•i
—MtDSPAMl ` I EMPE
16 1/2' i 1
! O.C. MAX.
1,z10 i4ff
;:s ncAx
{ r' 5;41M SFA:T MIN,QIST.INCE
4— FOR Eb&F 21,'2`
FRAMESECTION�P�
r y{ T, VERTICAL SECTION
7!i If �yf v3f ,•4 .1
_W —w� _ — } t'+, '' %t � ''t :•''��k IRA
Tfl
l + 1,
itfiyi ,:tr 4 f
Max
t l 0..A SCR48 }Rv_
i71 eILQfK
Installation Notes: General Notes:
1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and
2. Use 3116"Tapcon or equivalent fasteners through frame with sufficient length to penetrate a minimum of the adopted Intemationai Building Code(IBC).It
of 11/4"into concrete or masonry at each location with a 21/2"min from edge distance. For concrete i Building Code(FBC)and the industry requirement
(min.=3000psi)or masonry(CMU shall conform to ASTM C90). y 2. All glazing shall conform to ASTM E1300.
3. Host structure(wood buck.masonry,steel)to be designed and anchored to properly transfer all loads 3. At minimum,glazing shall be single strength annei
to the structure. The host structure is the responsibility of the architect or engineer of record for the
project of installation.
t
This schedule addresses only the fasteners required to anchor the F
window to achieve the rated design pressure up to the size limitationsfirs i i
noted. It is not intended as a guide to the installation process and does • -- -- =---
i •` \ j PROJECT DIG#NEER: jDATE:
not address the sealing consideration that may arise in different wall Q -- 03/31/2017 ;
conditions. For the complete installation procedure,see the instructions ^� 7 DRAM BY: - $C,LE: { TEL
i packaged with the window or go to www.jeld-wen.com. _ _ _
J.HAWKINS NTS
"10 ` CHMEQ BY: .. .._ -_. TITLE:
• T�tT
)3 D.BELAU
DISCLAIMER: 0,n��.�L.....�P',•'\�jll``.� aagiiovT—sr:-- Builder!
J.GOOSSEN
This drawingand its contents are confidential and are not to be PARnPRo,Ecr No..
1' nYcQ. rt �t`
reproduced or copied in whole or in part or used or disclosed to others #i # L# '-7 h��' D40&499
except as authorized by JELD WEN Inc. ase eac� r5 }1"4 1t . G,its 3:18 #QENTrF1ER Ho- —I MAW NAME A14D L CNT#MC
#)anis Bench. F#., 3.1004 110-16-134
---
�----"� *, MAX. w��oTSrANCE
-
FROM
�
coewcns --------'-
. ` .
~ past fra-zm
LI 51
\ iI Steel sttAl '
| '
VIDSPAN /a 1/2^ !
' O.C. »x =
| � ' i
mzw nzsr^m
U U / roxsoos u:
.— .
' VEPTICAL SECTtGN }
m�ow�c
|
ofthree o
post frum^
it
[ ! ,
HT
1,14'MAX
SHIM SPACE
i ! �
�
. ' |
.
'189�"qe=" '
i �/' ,�a�� '
\ �
' Max
~'
L>
Qenom|No�o'.
Installation Notes:
1 Sea[8angolfrumo to substrate. 1� The product shown humin is dosigned,tested and
2 For ��mo�\0ar�ng.use#OTEKSo�Tap�ngscrews wbhouffio�n\� ��
n �mh�voo ��wodop�d|o�muNm�Bui��gCodo\BC).�
� '~
minimum embedment ofthree threads past the frame thickness. Locate anchors axshown in Building Codo(FBC)and the industry requirement
e\evuhon. /.dioo(o||aUondo�i|x. S�o\oobo\m\omin.18go.. =33k�. 2, /U|y|udoy�a||conform�ASTM E13OO.
-
' 3Host structure(wood buck,masonry,otoo|)to be designed end anchored to pmpod transfer all loads 3, At minimum,glazing shall hesingle strength uonoi
| to the structure. The host structure isthe responsibility ufthe architect urengineer ofrecord for the
!
project ofinstallation.
This schedule addresses only the fasteners required to anchor the F
window to achieve the rated design pressure up to the size limitations ------- ------- -------------
noted. It is not intended as a guide to the installation process and does
r) 03/31/2017
not address the sealing consideration that may arise in different wall
781 JEL
i conditions. For the complete installation procedure,see the instructions Z: 1HAWKINS I
NTS
packaged with the window or go to wwwjeld-wen.com.
CHECXED 9Y: TTTL E:
DISCLAIMER
Is, FARTIPROIECT No.:
This drawing and its contents are confidential and are not to be
TOO N D008499
reproduced or copied in whole or in part or used or disclosed to others ,ok_ ---I
i �� IDENTIFIER No. PLArU NAME AND LOCATION.
except as authorized by JELD-WEN Inc. Dania Beach. FL 33004 110-16-134
' 398 East Dania Beach Blvd.
BUILDING DROPS Suite 338
X+1- Dania, Beach, FL 33004
A Perfect Solution in Every Drop 954.399.8478 PH
t& a:
Certificate of Authorization:29578
954.744.4738 FX
contact@buildingdrops.com
Product ENtalin-,flio,7n Report
Of
JELD-WEN, inc.
Builders Vinyl
Tilt Single Hung Window
for
Florida Product Approval
Report No. 4868
Current Florida Building Code
Method: 1 — A (Certification)
Category: Windows
Sub — Category: Single Hung
Product: Builders Vinyl Tilt Single Hung Window
Material: PVC
Product Dimensions: 48"X 77"
Prepared For:
lE1,1)-t4'EN, in
37/37 Lalt c>:rovf 111v(L
K`J,an-mth 117alls, OR. 97001
Prepared by:
Rorida Professional Engineer#73778
Dice: 06/102017 ���,•'�\ . '><r. �� ���
i
1. 0r
Contents:
Evaluation Report Pages 1 - 4
'. �� '• ......••'' GN
Herm91WIMM, P.E.
Florida No. 73778
,
^ BUILDING
�� Q�N ��N��R�� 0��N���`��N�
����NQ���QK���� ��N����"�-��
- - Date' 06/10/2017
� &Perfect ScJudon/nEvery Drop '
ReportNo: 4Q68
Certificate nfAuthorization:Zg578
'
Manufacturer: JE00'WEKLimc.
Product Category: Windows
Product Sub-Category: Single Hung
Compliance Method: State Product Approval Method (1)(a)
Product Name: Builders Vinyl Tilt Single Hung Window
4O"X77"
Scope: This isaProduct Evaluation Report issued by Hermes Norero, P.E. (FL#73778)for JELD-WEN, inc.
based on Method la oFthe State ofFlorida Product Approval,Department of Business and
Professional Regulation' Florida Building Commission.
Hermes Norero, P.E.does not have nor will acquire financial interest in the company manufacturing
or distributing the product or in any other entity involved in the approval process of the product
named herein..
This product has been evaluated for use in locations adhering to the current Florida Building Code.
See Installation |nytructionsSUVV2012'2O2-FBC.signed and sealed by Hermes Norero, P.E. (FL #
73778) for specific use parameters.
Limits mfUse:
1. This product has been evaluated and is in compliance with the current Florida Building Code,
excludin the "High Velocity Hurricane Zone" /HVHZ\.
Z. Product anchors shall beaslisted and spaced asshown ondetails. Anchor embedment into
substrate material shall be beyond vvaU dressing or stucco.
]. When used in areas requiring wind borne debris protection this product complies with
Section 1609.1.2 of the current Florida Building Code and does require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing SJW2012-202-FBC require further
engineering analysis bvalicensed engineer orregistered architect.
5. See Installation Instructions SJW2012-202-FBC for size and design pressure limitations.
Hermes Norero, P.E.
Florida No. 73778
Page Zof4
a
• BUILDING DROPS
ct A Perfect Solution in Every Report No:
448688
Drop Date: 06/10/2017
8
,�a;y;�
Certificate of Authorization:29578
Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a Certification Agency through
American Architectural Manufacturers Association (FBC Organization#CER1498).
Performance Standards: The product described herein has been tested per:
• AAMA/WDMA/CSA 101/I.S.2/A440-08
Referenced Data:
1. Product Testing performed by National Certified Testing Laboratories
(FBC Organization # TST 9341)
Report#: SJW2012-202, Report Date: 10/29/2012
Report#: NCTL-110-16-134, Report Date:01/27/2017
2. Certification Agency
American Architectural Manufacturers Association
(FBC Organization #: CER1498)
ti
Hermes Norero, P.E.
Florida No. 73778
Page 3 of 4
BUILDING
������^��N�
����NN���N8��m�� N�v����'N—��
Date: 06/10/2017
� APerfect Solution inEvery Drop Report No: 4868
Certificate o|Authorization:29578
Installation: 1. Approved anchor types and substrates are asfollows:
Through Frame Installation:
A. For two by(ZX) wood frame substrate, use#8Wood Screw type wood frame anchors of
sufficient length to achieve minimum embedment of 1.50" into wood framing.
8. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is
employed, use 3/16" diameter ITO Tapoon type concrete screw anchors of sufficient
length to achieve nnininnurn embedment of 1.25" into concrete or masonry.
C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16"
diameter ITWTopcontype concrete screw anchors of sufficient length to achieve
-
minimum embedment of1.25" into concrete ormasonry.
U. For steel stud substrate, use#8 ITW TEK Screw type steel stud anchors of sufficient
length to achieve minimum 3 threads penetration beyond steel structure.
Nail Fin Installation:
A. For two bv/2X\wood frame substrate, use#8Wood Screw type wood frame anchors of
sufficient length toachieve minimum embedment of1.S0" into wood framing.
Refer to Installation Instructions (SJW2012-202-FBC) for anchor spacing and more details of the
installation requirements.
Design Pressure:
Design Pressure
Positive 50 PSF
Negative 50 PSF
Hermes Nmem, �E.
Florida No. 73778
Page 4of4
NOTICE OF PRODUCT CERTIFICATION
GSR
r RECEIVED
� �� 'o Company: Masonite International Corpora ion - Certifica
�v
1955 Powis Road AUG 0 3 2018 Certifica
Z West Chicago, IL 60185 Expiratit
5T. Lucie County, Permitting Revision
Product: Wood-Edge Steel Opaque Inswing or Outswing lloor w/and w/o Non-
'fiwrt�tw e ,a_c.
(w/tl'ood Frame unless noted)
Specification: TAS 01/202/203
The`:Notice of Product Certification"is only'Valid if the NA1%ll Certification Label has been applied to the product as described witt
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product
NAi<11's Certified Product Listing at wswcww•.Namicertitication.com. NAMI's Certification Program is accredited by The American N�
I Inswing Glazed Structural (� Water Missile
Configuration or or Maximum Design C
Test Impact
)utsin-g Size Pressure Pressure hated !
_
h l/S E Opaque Y0"x 6'8" +76/-76 '_.86 psi' �� Yes
Sim-de
i t
�J X O/S Opaque Y0"x 6'8" +76/-76 I 8.25 list' Yes
Sinele
E XX F/S _.0paque 6'U" K Ci''i" +55/-55 2,86 psi, Ye
I)uuhlr �'� d \Ia.MIMI
i
XX O/S Opaque 6'0"x 6'8" +59-55 � 5.25 pct' ! Yrs
Dcau),le l \lasinnt
I Opaque Door 6'0"x 68" +55/-55 2_86 psf t Iool-Yes
Single wwl5idelite Glazed Side]ite
Sidelite-No �I:niinu
WON ( O!S Opaque Door 6'0"x 6'8" -X551-55 psl' Door-Yes l
Sirw1c W/Sidelites II Glazed Sidelite �1a�imu
r
Sidelite-No !
OXO l/S Opaque Door 9'0"x 6'8" +55l-55 2.56 psf Door-Yes
Sin"le w /Sidelites Glazed Sidelites I Sidelites-No �I;txitu�
OXO O/S Opaque Door 9'0"x 6*8- +55/-55 5.25 p%1' Doer-Yes #
Single wrl'sideliles Glazed Sidelites j Sidelites-Ivo i \la�imc,
F_ 0XX0 US Opaque Doors 12'4"x 6'8" +55!-55 2.80 psf I Dcws-Yes
Double ww/Sidelites � Giazed Sidelites Sidelites-No s llatituw
Opaque Doors 12'4"x 6"S" +55/-55 8.25 psi' Dwxwrs-Y'es �
Double ww°/Sidelites i Glazed Sidelites Sidelites-No � ZLv�iun
National Accreditation•& Management Institute.Inc./4794 George Washington Nlemorial Highway/1-1;
Tel: (804),684-5124/Fax: (804)684-5122
Z000 6— NAMI AUTHORIZED SIGNATURE:
SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT
6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES
GENERAL NOTES
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
co
2.
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON co
OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. �E >; C7
3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN i —a
ACCORDANCE WITH SECTION 2220 OF THE FBC.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
5. PLASTICS TESTING OF LITE FRAME MATERIAL:
TEST DESCRIPTION DESIGNATION RESULT
SELF IGNITION TEMP ASTM D1929 740 "F > 650 'F
RATE OF BURNING ASTM D635 0.77 IN MIN
SMOKE DENSITY ASTM D2843 13.4%
TENSILE STRENGTH* ASTM D638 7.507. DIFF
* COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1
Addetx to
Getffiicato NO.: AIX 6#0
Mewed By.
Date R�v��,
g ® e
SINGLE ,DOOR UNIT DOUBT DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT
WITH , IDELITE WITH SIDELITE
DESIGN PRESSURE I
TABLE OF CONTENTS CONFIG MAX WIDTH INSWING I OU
SHEET # DESCRIPTION X 37.5 +76.0 —76.0 +76.0
1 ITYPICAL ELEVATIONS & GENERAL NOTES XX 74" +55.0 —55.0 +55.0
2 ANCHORING LOCATIONS & DETAILS OX or XO 75' +55.0 —55.0 +55.0
3 ANCHORING LOCATIONS & DETAILS OXO 112.5 +55.0 —55.0 +55.0
OXXO 149" +55.0 —55.0 +55.0
6" — SEE DETAIL 3"
3" "E"
3- 3
F1 1 € i If
6"
3"
SEE DETAIL
"C
6"
6" 6"
3" 1 JJ
3- —
SEE DETAIL
F-
UendLn 10
We Review
#8 x 2-112" #10 x 2"
#8 x 2- 112" #10 x 5/8"
#10 x 5/8
� 10 x 314
\c #10 x 2"*
0 ' DETA
FRAME DOOR ATTACH AS
DETAIL "D" DETAIL "C" STRIKE
TYPICAL
0.962"1
1.375" R —
T T
INSWING THRESHOLD OUTSWING THRESHOLD
o '
SEE DETAIL _ 3"
"E" SHT. 2
i - 6" LLIf
I -
I
� I
' a SEE DETAIL
• — - �' "D" SHT. 2-\I-
(
1 J
( � Q i
SEE DETAIL `J Lij
o
"C" SHT. 2 -'
0
o
t A
6"
: .1 6"
3"
SEE DETAIL
"F" SHT. 2 6" �I
ATTACHMENT DETAIL
1 . ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY LUIS R. LOMAS, PE A
(FLORIDA #62514) WITH THE LOWEST (LEAST)
FASTENER RATING FROM THE DIFFERENT FASTENERS ' '
BEING CONSIDERED FOR USE. JAMB, HEAD, AND g
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
#10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2".
WOOD SCREW EDGE DISTANCE MIN 3/4".
2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE
FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO
BACK JAMB UNITS JOINED WITH 1 " X 1/2" LONG
CORRUGATED FASTENERS LOCATED 3" FROM EACH END
AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD
SCREWS LOCATED 6" FROM EACH END AND MAXIMUM
_ 12" O.C. 1Mi ��
MIN
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT
OF 1 -1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1 -1/4". CL rt
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE.
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAI
ANCHOF
L. Roberto Lomas P.E.
're32 N✓-odro;d Fd. Manufacturer: Masonite
NC 27023 Report#: 514010A
at.r-Cas-0609 Date: 10/1012017
rl!onias @ Irl omaspe.com
Test Report: NIA
Product: Single door 3'x 6'8'(Wood Frame)
Scope:
This analysis provides calculations.quantities,and spacing requirements for installing product to substrate,and it applies only to the
product described herein.These calculations comply with requirements of the Florida Building Code.
Anchor capacity in shear condition:
Solid members w/d w/out gap:
a. With threads present in shear plane
Fastener type:3110 wood screw (NDS 2012,NDS 2015,TR12)
Nominal diameter: D. 0.190 in Gap: g: 0.0000 in
Root diameter. Dr. 0.152 in Moment arm- 0.0000 in
Minimum required penetration. P. 1.140 in Screw bending yield strength Fr= 80,000 psi
Side member: Douglas Fir-Larch(G=0 50) Main member: Spruce-Pine-Fir(r.:0,42)
Side member thickness- t,= 1.000 in Main member thickness: t,= 1.500 in
Side member dowel bearing strength F„= 4,650 psi Main member dowel bearing strength: F_= 3,350 psi
Side member dowel becr+rg length I.= 1.000 in Mem member dowel bearing lenath: I,= 1.140 in
Mode I.. Mode I, Mode II Mode III,,, Mode III, Mode IV
qm= 636 5 lbs/,n qs= 884 lbs/in A: 0.0007 A. 0.00096 A: 000107 A: 000135
P= 725.61 lbs P= 884 lbs B: 1.07 B: 0.57 B: 0.5 B- 0.000
K,= 2 400 K;= 2 400 C: -427.674 C. -253.623 C. -267.699 C: -93.6
Z,= 302 lbs Z,= 368 lbs P= 331 lbs Ms= 46.8 in-lbs Mm= 46.6 in-lbs
K;= 2.400 P= 297 lbs P= 319 lbs P= 263 lbs
Min.Design value Z= 110 lbs Z= 138 lbs K,= 2.400 K,= 2.400 K.= 2.400
Duration Factor C'= 1.6 Z= 124 Ibis Z= 133 lbs Z= 110 lbs
Allowable Design Value(ZCz): Z'= 175 lbs,/anchor
Fastener type: 1/4 ITW Tapcon Tabulated values
NO A.16-1222.06 edge spacing(in)
Substrate Hollow block distance 2.00 4.00
Minimum embedment- 1.25 in 2,00 130 161
Actual edge distance: 2.50 in 4.00 163 202
Actual C To C spacing' 3.00 in
Allowable Design Value: Z"= 155 lbs/anchor(per interpolation when needed)
Fosterer type- 410 Tek screw
Substrate 18 GA.Steel
Tabulated design value Z= 1266 lbs
Safety factor Fs= 4
Allowable Design Value (LFs): Z'= 316 lbs/anchor
Minimum anchor capacity: 155 lbs/anchor
Note:Anchors with the least capacity is used for carculalions to qualify anchors with higher capacity.
Anchor calculations minimum required anchors
3638 Design pressure: 85.0 psf
----� Max. Anchor
Area Load Ind.
Zone O.C. Cap. Load Result
\ \% 79 25
(ft') (lbs) (in) (in) Obs) Qty (lbs)
A2 I A2 A% 2.3 195 N/A N/A 155 2 98 OK
A\ Az 7.7 656 6.00 18.00 155 1 5 1 131 OK
�••��GEIVs�'9�,��'
1*� �51 • *~
-;:-;04*_ TATE OF
OR k Ot_
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Luis R. Lomas P.E.
FL No.:62514
1 of 3 10/10/2017
L. Roberto Lomas P.E.
432 wooiroid Rd Manufacturer: Masonite
Lew,5?10 NC 27023 Report#: 514010A
J3e-688.0609 Date: 10;1012017
r10 rna sL2 irdo rnas oe,coal
Anchor Locations:
--- -- 36.38 - -
18.19 -
6.00 TYP, 6.00 T'(P. -
6.00
18"
MAX
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79.25
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Luis R. Lomas P-E.
FL No.:62514
2 of 3 10/10/2017
L. Roberto Lomas P.E.
1432 WOC&O.rd Rd. Manufacturer: Masonite
LPA7svA?.NC 27023 Report#: 514010A
j5'1-C88-DC0q Date: 10!1012017
`Nomas C
('vIrIomaspS-.corn
Installation instructions:
t. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE#10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A I 1;4'MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1112"
MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW.
2, FOR ANCHORING THROUGH FRAME INTO MASONRYICONCRETE USE 1!4"TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 114"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1J21'
MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW.
3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE#10 SMS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL WITH 1'2"MINIMUM EDGE DISTANCE,LOCATE ANCHORS AS SHOWN,BELOW.
4, ALL FASTENERS TO BE CORROSION RESISTANT.
5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A.WOOD:MINIMUM SPECIFIC GRAVITY OF G=0.42
B.CONCRETE:MINIMUM COMPRESSIVE STRENGTH OF 2,060 PSI.
C.MASONRY:HOLLOWiFILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM.
0.METAL STRUCTURE:STEEL 1 8GA(.048")FY=33KSI,'FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI
-052"THICK MINIMUM
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY
OF THE ARCHITECT OR ENGINEER OF RECORD.
8. 1 X BUCK OVER MASONRYjCONCRETE IS OPTIONAL.
9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-112"UNITS MUST BE ANCHORED THROUGH
FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY,CONCRETE OR OTHER
STRUCTURAL SUBSTRATE MATERIAL.
10. WHERE WOOD BUCK THICKNESS IS 1-112"OR GREATER,BUCK SHALL BE SECURELY FASTENED TO
MASONRY,CONCRETE OR OTHER STRUCTURAL SUBSTRATE,UNITS MAY BE ANCHORED THROUGH
FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS.
11. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE
ARCHITECT OR ENGINEER OF RECORD.
12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
P, L 0 ire i
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TATE OF
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Luis R. Lomas RE
FL No.:6251,
3 of 3
10/10/20 1'
Florida Building Code Online Page 1 of 3
1ii-I
BCIS Home Log In { user Registration t Hot Topic Submit Surcharge Stats&Facts { Publications Contact Us S Site Map I=-- k"vn
•e
Florida •
"i HE Product Approval AUG 0 3 2018
pr
USER:Public User
EMNIEN
i ST. Lucia- 6o4nt-y, P
Product Approval Menu>Product or Application Search> Itand/or
ion De fl °/f ermiirting
FL# 16
Application Type hange
Code Version
Application Status
by DBPR.Approvals by DBPR shall be reviewed and ratified by
nd/or the Commission if necessary.
Comments
Archived x
Product Ma actu OEL",LaE?B,
Address/Ph r�e/Eiam v
Klamath Falls,OR 97601
(800)535-3936
fbcl@jeld-wen.com
Authorized Signature Jason Kantola
fbcl@jeld-wen.com
Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls,OR 97601
(800)535-3936
customerserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By American Architectural Manufacturers Association
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2008
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 04/23/2018
Date Validated 05/01/2018
Date Pending FBC Approval
Date Approved 05/03/2018
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsKhgANvDgZ... 8/3/2018
Florida Building Code Online Page 3 of 3
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14104 R16 C CAC R-PG50-52.125x75.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 05/13/2022
Design Pressure:+50/-50 Installation Instructions
Other: FL14104 R16 II R-PG50-
52.125x75 Installation Instructions.odf
Verified By:American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
FL14104 R16 AE PER 3079.1)df
Created by Independent Third Party:Yes
14104.7 Builders Vinyl(V-2500) Tilt Single Hung 48"x 72"Annealed Insulated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14104 R16 C CAC R-PG35-48x72 DP-40 Cert New.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 06/25/2023
Design Pressure:+35/-40 Installation Instructions
Other: FL14104 R16 II R-PG35-48x72 DP-
40 Installation Instructions.1)d
Verified By:American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
c�
14104.8 Builders Vinyl(V-2500) Tilt Single Hung 36"x 72"Annealed Insulated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No -FL14104 R16 C CAC R-PG50-36x72 DP-55.1)df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 09/09/2021
Design Pressure:+50/-55 Installation Instructions
Other: FL14104 R16 II Bldr Vinyl TSH FBC 36x72 AT 2016-10-
20.Ddf
FL14104 R16 II Bldr Vinyl TSH FBC 36x72 SS 2016-10-
20.Ddf
Verified By:American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
FL14104 R16 AE PER4544.Ddf
Created by Independent Third Party:Yes
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public,records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please
click here.
Product Approval Accepts:
..tri.
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Safe
https://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgsKhgANvDgZ... 8/3/2018
AAMA
(Validator Opp-rations Administrator) CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
JELO4NENWindows&Doors '
P.Q. Box 1329
Klamath Falls,OR 97601
Attn: JnmonKantu|o
This authorization isbased onthe successful completion cf tests, and the reporting 0uthe AAk&4Validator ofthe results ofthe tests byon
AAMA Accredited Laboratory,The product information below will be added to the next update of the AAMA Certified Products Directory.
SPECIFICATION
AAMAIWDMA/CSA 101/i.S.2/A440-08 RECORD OF PRODUCT TESTED
Negative Design Pressure=-55 psf
COMPANY AND CODE CPD NO. SERIES MODEL&PRODUCT MAXIMUM SIZE TESTED
DESCRIPTION
JELD-WEN Windows&Doors BUILDERS VINYL TILT SH FRAME SASH
15881 (PVC)(OIX)(OG)(INS GL) 913 mm x 1828 mm 863 mm x 910 mm
ThiaCodiDoahonwi8axpneSeptembar9.2D21undroquhemwdidaUonun0(hanbynnnUnuedlistinginMhecunaoi/V\NACertified `
Products Directory.
Product Tested and Reported by: National Certified Testing Laboratories
Report No.: NCTL-11046-114
Date oyReport: September 8.2O18
Evaluated for Certification: September 27.201G
/
Authorized for Certification: September 27'2O1G
JG8UTS
ACP'04 (Rev.6116) AmehoaMmhibectuns|Manufacturers Association
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^" MAX. MIN OE5TANCE
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TYPICAL ELEV�TI0N�ITHF SPACING
/
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Installation Notes: General Notes:
1, Sea)flangnlframetosubstrate. 1. The product shown herein is designed,tested and
2, Use#0PHnrgreater non-countersunk fastener though the frame with sufficient length Npenetrate u nfthe adopted International Building Code(|BC).il*
minimum of11/2'into the wood framing, For 2Xwood frame substrate(min.S.G.=O.42). Building Cmdo(FBC)and the industry requirement
!
1 Host structure(wood buck,maomry,steel)Nhndesigned and anchored toproperty transfer all loads 2. All glazing shall conform hnASTM E1300. '
�
to the structure, The host structure is the responsibility of the architect or engineer of record for the 3. Atminimum,glazing.shall bo10"annealed'ai/*o/
/
project of installation. `4. Use structural mcomposite shims where required,
. 5. Maximum sizes are buck sizes and donot include
`
�
This schedule addresses only the fasteners required to anchor the �
\
window toachieve the rated design pressure vpNthe size limitationsnoted. It is not intended as a guide to the installation process and does /
i
I DATE:
not address the sealing consideration that may arise in different wall 9/28/2016
i conditions. For the complete installation procedure,see the instructions DRAWN BY; f�"r'
TEL
J.HAWKINS NTS
packaged with the window or go to
CHECKED BY: TITLE�
APPROVED BY: Builder
DISCLAIMER: 1GOOSSEN
I This drawting and its contents are confidential and are not to be PART VROJECTI'lo.:
reproduced or copied in whole or in part or used or disclosed to others D608499
15ENTIFIER tic. PLANT NAME AND LOONTION:
except as authorized by JELD-WEN Inc. AS I NCTL-110-16-1114'
..
4' MAX.
FROMCORNERS MIN WISTINCIF
pltocr. Etl6r V2
J�
5
1 114
AN 1ATT4
VIDSP Fr;-
33.86- O.0
FROM EACH E*ND
MIN 0157A!k,*E
FRAME SECTION(TYP
VERTICAL SECTION
o A
"iF
Iii t7745
t
-MIDSPAN OF
EACH LITE
V,MAX
S.:M";;'A'F
7
WIDT14 (36- MAX.) Max F
36x
TYPICAL ELEVATION WITH FASTENER SPACING I MA 501,9Y
KOCK
Installation Notes: 1 General Notes:
1. Seal flange!frame to substrate. I
1 1. The product shown herein is designed,tested and
2. Use 3116'non-countersunk Tapcon or equivalent fasteners through frame with sufficient length to E of the adopted International Building Code(IBC),it
penetrate a minimum of 1 114"into concrete or masonry at each location with a 21(2"min from edge Building Code(FBC)and the industry requirement
distance.. For concrete(min.=3000psi)or masonry(CMU shall conform to ASTM C90). 2. All glazing shall conform to ASTM E1300.
3, Host structure(wood buck.,masonry,steel)to be designed and anchored to properly transfer all loads 3. At minimum,glazing shall be 1/8"annealed-air s,
to the structure. The host structure is the responsibility of the architect or engineer of record for the f. 4. Use structural or composite shims where required
project of installation.1x wood buck is optional by others. 5. Maximum sizes are buck sizes and do not include
This schedule addresses only the fasteners required to anchor the
window to achieve the rated design pressure up to the size limitations ES F /yo,
noted. It is not intended as a guide to the installation process and doesVIGIN
PRO)ECT CR: DATE
Ei -
L
not address the sealing consideration that may arise in different wall 1 9/28/2016
.0.
1 conditions. For the complete installation procedure,see the instructions P. DRAVOI BY: ISCALE: TEI
70
L
Packaged with the window or go to • , 1HAWKINS NTS
CHECKED SY: TITLE:
www.jeld-wen.comtresourcesrinsta(lation. N.STRAHM
TA C'r Z
411 Z Builde!
DISCLAIMER: '07 -
4U
J.GOOSSEN
This drawing and its contents are confidential and are not to be PARTIPROJECT No.:
'Alld
reproduced or copied in whole or in part or used or disclosed to othersr I D008499
except as authorized by JELD-WEN Inc. 3E13 Fasil 13'�. -uiLe 318 IDENTIFIER No. PLANT NAME AND LCY-ATICW:
NCTL-110-16-114
MIN DISTMIXE
4' MAY.
"
FROM
MM
.
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mthrmm
e ' � POST frame
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10- O.C. �
' =x. na" '
( JAM '
°��
. — f SHIM SPACE �
^--- .
L--°°�nw ~wnwr ""�___
Steel'~`
Max
�
|
~`
TYPICAL ELEVATION WITH 36 )<
|
Installation Notes: General Notes:
|L Seal UanAelfrxmobsubstrate, 1 The product shown herein isdesigned,tested and
2. For anchoring into metal framing.use#8 Grade 5 TEK Self Tapping non-countersunk screws with n|the adopted International Building Cude(|8C).i�
noffioiont|ony\h�anhievoaminimumembedmeoiof(h�o(headspoo(\hehome�iukneoo. Locate 8ui|�ngCoda(FBC)and�*indu��roqui�mnnt,
.
anchors as shown in elevations and installation details. Steel substrate min.18ga.,fy=33 kst. 2. All glazing shall conform k/ASTM E13OO.
� 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 1 Aiminimum,glazing shall bo10"annealed air sl
� Wthe structure. The host structure is the responsibility nfthe architect o/engineer ofrecord for the 4. Use structural mcomposite shims where required.
�
project n/installation. 5. Maximum sizes are buck sizes and donot include
`
This schedule addresses only the fasteners required toanchor the
window to achieve the rated design pressure up to the size limitations
noted, It is not intended as a guide to the installation process and does
PROJECT ENGINEERDATE:
not address the sealing consideration that may arise in different wall 9/28/2016 yv-
conditions. For the complete installation procedure,see the instructions D;lJVVVN BY: SCALE: J
J.HAWKINS NTS
packaged with the window or go to
wvA�,.jeld-wen.con)lresources/installation. 01ECKED BY: TITLE:
11 D BY: Builder
DISCLAIMER: 1GOOSSEN
This drawing and its contents are confidential and are not to be PARTROJECT No.:
reproduced or copied in whole or in part or used or disclosed to others 1 08499
-WEN Inc. %S%uiLe 3111 IDEUMFIER No. I PLANT NAME AN'D LOCAT MIN:
except as authorized by JELD F a
913
Da 1 1. 004 NCTL-110-16-114,
� --
'
398 E Dania Beach Blvd.
BUILDING DROPS
Suite 338
{ Dania Beach, FL 33004
A Perfect Solution in Every Drop 954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buiIdingdrops.com
Of
JELD-WEN, inc.
Builders Vinyl Tilt Single Hung Window
Non-Impact Rated
for
Florida Product Approval
.t �19 . '�;. ,-a.Fr ,
Current Florida Building Code
Method: 1 — A (Certificate Method)
Category: Windows
Sub — Category: Single.Hung
Product: Builders Vinyl Tilt Single Hung Window
Material: Vinyl
Product Dimensions: 36"x 72"
Prepared for:
JUD-NVEN, inc.
3737 Blvd,
i-i11111aiil OR 97601
Prepared by: ��•`` S F. '�•,�
0R
l-icri•�tc�� 1�, Norcrti, l .E". �• � ,,. �
Florida Professional Enuineer#73778 �O
Date: 10/12/2016 f7$ _
3 TAT ' U
O : SCORiDA.� 44-
Contents: i 5�
Evaluation Report Pages l 3s/pNA�
Herme'SY!wWO',P.E.
Florida No. 73778
BUILDING DROPS
4 A Perfect Solution in Every Drop Date: 10/12/2016
Report No: 4544
Certificate of Authorization:29578
Manufacturer: JELD-WEN, inc.
Product Category: Windows
Product Sub-Category: Single Hung
Compliance Method: State Product Approval Method (1)(a)
Product Name: Builders Vinyl Tilt Single Hung Window
(Non-Impact Rated)
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL# 73778) for JELD-WEN, inc.
based on Method la of the State of Florida Product Approval, Florida Department of Business&
Professional Regulation - Florida Building Commission.
Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the current Florida Building Code.
See Installation Instructions NCTL-110-16-114, signed and sealed by Hermes F. Norero, P.E. (FL#
73778) for specific use parameters.
Limits of Use:
1. This product has been evaluated and is in compliance with the current Florida Building Code,
excluding the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Chapter 16 of the current Florida Building Code and does not require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing NCTL-110-16-114 require further
engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions NCTL-110-16-114 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 3
BUILDING
�M �NR ��N�U�� ������.��W� |
����NW~��0U�N�� ������N—�m '
Date: 10/12/2016
4Perfect Solution inEvery Drop
Report No: 4544
Certificate ofAuthorization:Z9S78
-
Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under aprogram audited bvand approved
by American Architectural Manufactures Association (FBC,Org. 4: CER1498),
Performance Standards: The product described herein has been tested per:
D /V\MA/VVDK8A/[SA2O1/|.S.Z/A44O-OO
Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories, Inc.
(F8[Organization #T5T1589)
Report: NCTL'11U'16'114, Report Date:O9/O9/2O1G
Z. Certification Agency
American Architectural Manufactures Association
(F8COrganization #CER143O)
Installation: 1. Approved anchor types and substrates are as follows:
Through Frame Installation:
A. For concrete/Min.Fc=]OOU psi) or masonry(Conforms toASTM C90) substrate where
one by (1X), non-structural,wood bucking is employed, or where wood bucking is NOT
employed, use 3/16" Oiarnelr PH ITW Tapcon type concrete screw anchors of sufficient
length toachieve nninirnunn embedment of1.25" into concrete ormasonry.
B. For steel stud substrate (Min. 18 Ga.' Min. Fy=33 ks\), use #8 PH Grade 5 Tek Screw type
installation anchors of sufficient length to achieve a minimum penetration of three
threads beyond the steel stud.
Refer to Installation Instructions (NCTL-110-16-114)for anchor spacing and more detai Is of the
installation requirements.
Design Pressure:
Configuration Size Design Pressure
'
Hermes ENonero\ P.E.
Florida No. 73778
�
Page 3of 3
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