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HomeMy WebLinkAboutProduct Approval Door /FL16708-R8 PREPARED BY: ri%JELWWEN OOCBUILDING DROPS,INC. W 1 IN D O W S & 1) 0 O R S 300E.DANIABEACIIBLVD.,STE.3'l8 _371/2"MAX. 00514 REACH,n33W3 oH.(9534399.0918 O.A.WIDTH' FAR:(95347+8 1738 WAS:www.bunalnCdrORS.com DESIGN PRO/SMOOTH PRO FULL LITE vEN�v 37 1/2"MAX. J ah--0.A.WIDTH r,I. ZH m IMPACT APPROVED o� © Z I- o m" FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 1,10 O o Q �, z g v x� oa <x N�- 0 o a "^''i g GENERAL NOTES: oo x ,,, �``w 0 0 ti Zp w m T-I ID0 Z ^ Z su 0 V o ° (7 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA ,� w © ICFo m^ © Li p a Q 0 B� BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: CO.y 0u z m - W Z F-+' • TAS 201-94 z�; ' 1Li ,© � z w ¢• TAS 202-94 © o11 H*-3< l7 J• TAS203-94 _ OvT W 2 © = O Z a O V ( 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE O_ n7 o RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE c%3 �� FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF H 0_,H4'..: ' INSTALLATION. I d 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR 1— A A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED - QVQ�Q�Q�QQQ ©�0�©707000 REMARKS BY DATE HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS 4oOV V V VO 0000000 Add ADAsill,MP Lock,Radius LL. 01 06/23/14 DOCUMENT. O 1 TYP.ELEVATION 1 2 TYP•ELEVATION 2 Add ou Hardware LS 08/24/16 • 6'4r DOOR HEIGHT O R'-0"DOOR HEIGHT 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 5. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAILS. "o,,o SHni No,l,,REPRODUC('IN wl�MMI on COI INC HHOUT WIUTTEN CONSENT OF 1LLOID156 moos.INC. 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN M\HS00510 TATS CORIMENIS,ADDITIONS, NUI 004 PERM�I)Oro AND GLASS,DECORATIVE,AND EXTERNAL WROUGHT IRON AND RADIUS(SHAPED)LITES. INVALIDATE OCR 00T61cnnDN. 111111111//,/ 7. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE WTP OF 9.75 PSF. \\ / REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT \\\\�ES F'•ryO //// PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY ��`lVQ� .• ��/�i� OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH:OH HEIGHT IS 21.0 ,r �i 1�• O NOTE: DOORS SHOWN ABOVE MAY BE LEFT 2 � •�; :::: OR RIGHT HAND OPERATING DOORS. :T T 0� o TABLE OF CONTENTS // F��"f1EE,,BBo•••G\ §� SHEET REVISION SHEET DESCRIPTION '(M 0 Ird](B_9t[L1({ „ 3A\,` f�j!nil ER lw�,1rL2,Y3ouIM♦ 5S MEL CEM.6��9 1 E11111'!.29510 1 B TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES 1 Digitally signed by Hermes F.Norero,P.E 2 B TYPICAL ANCHOR LAYOUTS AND NOTES Reason:I am approving this document 3 B OPTIONAL 2X BUCK ANCHORING DETAILS Date:2076.08.2619:14:23-04'00' MAX.OVERALL DESIGN PRESSURE(PSF) DATE: 02.05.14 4 B VERTICAL ASSEMBLIES NOMINAL SIZE MISSILE 5 B HORIZONTAL ASSEMBLIES • CONFIGURATION INSWING OUTSWING IMPACT DWG.BY: CHK.BY: WIDTH HEIGHT RATING GL/TJM SS MSS _ 6 B GLAZING DETAILS _. POS. NEG. POS. NEG. SCALE: NTS 7 B WOOD SUBSTRATES 3'-0 6'-8" _ 65AB 658 65AB 658 LMI&SMI1 DWG.a:AO 10872A - X RADIUS • 65AB 658 J l,3 bb" LMI&SMI 8 B CONCRETE SUBSTRATES SHEET: OF10 _ __ _. _ 9 B _ COM PONENTS_&.BILL OF MATERIALS X 3'-0" 8'-0" 50A 50 500 50 LMI&SMI 10 B COMPONENTS A:SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. 1 = B:DESIGN PRESSURE LIMITED TO+/-50 PSF WITH USE OF GU HARDWARE,ITEM 1127 • • iINSTALLATION NOTES: '♦ PREPARED 13Y: `N 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. • 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE • u4 SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.51-11M(S)SHALL BE BUILDING DROPS,INC. DB E.DANIA BEACH BLVD..STE.318 CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. DANK 11E0n3.11 101141 37 1/2"MAX. NI:ID341393-0418 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO O.A.WIDTH^ °"°"IDS°1104.4I38 STUCCO,FOAM,BRICK VENEER,AND SIDING. WEE:WW OSSII¢�"¢moP:.10'll . 3"TVP—• Ir 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL a I - T'3"TYP. = w OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR t ` 1 'e MANUFACTURER'S INSTALLATION INSTRUCTIONS. • :. a._t �o: –3 •>,m,^ \ r s' z . 5.. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR - - i0 io p 4 z o m JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE IY> Q ,,,LL„c.',2 N SHELL OF BLOCK. yp, S(2, 1I 0.-... - 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAMBAS FOR 2X BUCK • F- `" 0 D. M ^M`LL 1 CONCRETE/MASONRY CONSTRUCTION. fo L9 \ ?+ 0 1� 0 °1 g x U 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE m'-i"' I– H \O a rE Q FOLLOWING PROPERTIES: 01 m g O O 0 W° A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. Z z d. e B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. N_Q • z - •L LD = n C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH j 3 O < 4 p Q W I.-) �N OF 2000 PSI AND GROUT CONFORMS TO&WM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 O? II"io i so 0 < (c PSI. g J D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH / Q ►4' OF 2000 PSI. i U W; d h 8. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR Ei c-. - I- LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. I�ip • f REMARKS BY DATE 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM /r Add ADA sill,MP Lock Radios LL GL 00/23/14 EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. A2 UP.ANCHOR LAYOUT Add GU Hardware LS 08/24/16 . ANCHOR TABLE • . KS DOCUMENT IS INE PROPERTY 01 EU'0,00 URCIS.INC. • 6'8"DOORS FO"DOORS AND sNnunmR[RtMoouaulxvnrou05PAR 1 WITHOUT WRmTN CONSENT IN Bmlmnr,MM.INC ALTEMII003,ADI11310NS,AIGI AK TTIOO,OA 01 11111 ANCHOR TYPE ANCHOR .SUBSTRATE-- MIN. MIN.EDG • • Mn¢°gGS IINV4101T OUR CTH1F2MIYNMnTED MO SIZE EMBEDMENT DISTANCI MAX.O.C. VIAX.O.C. SPACINGAT '�JAMBCING S ``,``,1S IFIIll17T'♦♦ • NOTE: • ,• OSS O I♦ NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS X ONLY. `��(v�♦ . Iti' -c,AO♦♦= 25 WOODBUCK I ) WOOD SCREW RSO 1-1/2" • 3/4" 17-i/2" 17-1/4" OR FRAMING • ITWTAPCON 3/16" CONCRETE/CMU 1-1/4" 2.1/2"• 17-1/2" 17-2/4" * ,� "• * O . :T•T • ?a ELCO ULTRACON 1/4" CONCRETE/CMU 1" 17-1/2" 17-1/4" O "(8- >,Pa,: 40 1:1/4"-CMU • • ♦i♦�s•enFrtaE♦gvNN" � � ♦ nR.E xnWon�Fyti1G`1� • ITWTAPCON- 3/16" CONCRETE/CMU' 1.1/4" 1" 10" 14-3/8" N.A.)qI1 li, �7ow�`'_}��� FBRC(EP, ittril5R&9508 • B2 • • 2.89X21/2"PFH - SCREWS ' IIINV DETAIL D2 — 2-09 X 2 1/2"PFH TYP.HOPPE/GU • DATE: 02.05.14 • PFH SCREWS MULTI-POINT SHOOT BOLT DWG.BY: 'CHK.BY: E'��� PLATE LOCATION 1 �. GL/TJM SS/MSS • DETAIL 82lair (RH PLATE SHOWImmiir N) • SCALE: . NTS TIP.HOPPE/GU D2 AO1O872A JT PLAT SHOOT DWG.4: MULTI-POINT SHOOT BOLT BOLTPtA7E I,...�__ - PLATE LOCATION 1' ��1 SHEET: OF 10 51GL=SECTION VIEW=- OC HEADSECTION VIEW---___ _ _ INSWING SHOWN OURWMG SIMILAR INSWING SHOWN OIRNNG 3M140 -L - – —. SEE DETAIL l SEE DETAIL DE • - • / PREPARED BY: •th` . -*• BUILDING DROPS,INC. 307 E.DAMP 9FACII eLVD.•STE.338 ' IMAM BEAM FI.3:1004 PH:10541309.1•1418 FAA:1054)744.4738 41/2"TYP. 4 1/2,_TYP. WEB:www.LrondiRamPPiIR m • 11/2"OFFSET-YF. ^1 ta fT1 �1 C]n,-,m 1111' J �m' b mm — I o . • Q N IrdF 0 IQ ��l 3' • 4S4 ]G �_ lit a a , - '! m & U '- gV` -- h a = m< Oa ca Au 2` + Q • 0U N 0 mY L7 W o4 az F/...1, C z ^o 120 O = • Wq ... 0 Q u h N F- E m REMARKS BY DATE • Add ADA sill,MP Lock,Radius Ll. GL 06/23/14 C)1 TYP.ANCHOR LAYOUT Add GU Hardware LS 08/24/36 3 PTIONAL 2A DUES IN CONCRETE/MASONRY • DESOOCUMENTISTnoPROYCNh'OF BUALNd UR0P5.INC ANO MALL NCH hi RLPMOOCCU IN WHOLE OR PMT WOIgUT Warrr,NCONSCM OF WRONG MPS.INC. - MT{RATOS3L MMRONS.11gIR10NON0,04011411 0/1411NGS 70 MI5 00CUMfr11 ARE SIR YCRMOND 4410 1, INVALIDATE OOR CERTIFICATION. 11/4"MIN.EMBED TYP. ♦♦♦�S-g F. 0.....i o SEE TABLE . ' - 2X BUCK ANCHOR TABLE ���- '.? ':I/���0�i LS w 0 ��LMK i NI • . --z ®�'� Py,O C' .. 6'8"DOORS 8'0"DOORS 'It • �.._L..* MIN.EDGE MIN,CENTER 2 w �1-1 �._ ANCHOR TYPE ANCHOR SUBSTRATE MIN. DIST.TO TO CENTER = o • -T'T • o SIZE EMBEDMENT MAX.O.C. MAX.O.C. 1. 13 S,/ 3[/ r7 0 - SUBSTRATE DISTANCE SPACING AT SPACING AT , .(N L'izt. ,Q,..,' .,.,,,, 2X WOOD BUCK 2X WOOD BUCK INSTALL. JAMBS JAMBS '',,e F p,E NA0.13 ANCHOR PER BUCK ANCHOR TABLE MN TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2" 4" 25" 30-1/4" yf%�py� iI}��� 3�♦♦ EBEL teat.DI'firyl�1�.Y'tri&asm ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-CONC- 1° 4' 25" 30.1/4" • 03 2X WOOD BUCK INSTALL. O4 2X WOOD BUCK INSTALL. 1.1/4"-CMU. j CROSS SECTION "3 SIDE VIEW• DATE: 02.05.14 NOTES: DWG. Y: ICHK. Y: ' 1. 2%BUCK IS NOT FOR INSTALLATION AT SILL. " • GL/TJM SS/MSS SCALE: NTS 2. ANCHORS MAY BE STAGGERED AS SHOWN IN DETAIL 4/3. • DWG.It:A010872A • SHEET: OF10 ------- —- - 00/ • • PREPARED BY: v\ BUILDING DROPS,INC. 398 E.DANA BEACH BLVD..STE.333 %/j/%/////• 1 o fAN1AREn(IIIL3:fU0l RN.11054178-R9T8 //70 1 w95ald,cleuA WEB:www.bu114inR4eu0%cTm • • eINTERIOR IIEXTERIOR EXTERIOR 11111INTERIOR .11 r 0 eOIi1 IP r INTERIOR EXTERIOR O'' mo a^ O OWo w 0 iJ J SJ�J♦ a O li -0--- ha naix UIn EDOPERABLE HEADED OPERABLE SILLO a3 4OPERABLE SILL OUTSWINGSHOWN-INSWINGSIMILAR 4 INSWING 4, OUTSWING is,—. U (Zy�;ENDURAZAIL456SF AFCO1-2297 I= rA CC O > )-I% 6T 1-3 H REMARKS BY DATE EXTERIOR INTERIOR Add ADA Sill,MP Lock,Radius Ll. GL 06/23/14 INTERIOR EXTERIOR M., 0 INTERIOR EXTERIOR �s��/��� Add GU Hardware LS 08/24/16 10 I O �� MP III Mf W- ��� +� :.•&.4tt 3 O INISu0.UMENT IS ink NROYfNYV DV 60l.61NJ!•S.Inv. AND SHALLWITROUT W NOl BE CONSENT OF EIA DING[OR RANI ALTER IT W0.S,ADCIONS,IOFRIGHTINGT 011PS,INC. LE NARurvGl IO THIS DONMENI ME NOT PERMITTED NUT OPERABLEADA SILL 6 OPERABLE SILL7 OPERABLE SILL nVRIITdTEDDRIrRTIN«.Tl�ry ED INSWING/OUTSWING O INSWING OUTSWING o' c_S'F.1N0� ,,, ENDURA HCI5000 AFCO A-276/P-2000 ���� OPTIONAL AFCO H-497 -�c .% S7?T0;1 'f93f.T d(§03t.a,o. �v.,` O INTERIOR EXTERIOR WWI 67 O�fyii tiAl�a.� . 0 INTERIOR II EXTERIOR ��pp�/����� ,--t: i,!e?4?�'.� 1 P1 • ... DATE: 02.05.14 "' '- I o DWG. Y. CHK. V. GLITJM SS/ MSS NTS (8 OPERABLE SILL I OPERABLE SILLDWG•tI A010872A (� OUTSWING LENDURNG SHEET: OHO OPTIONALAFCO A-117 - OPTIONAL ENDURA ZOBL4565F PREPARED BY: ~\ HINGE SCHEDULE HINGE DETAIL AT JAMB: PLACE 1,9 X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP C..) DOOR HEIGHT QUANTITY BUILDING IIBEDROPS,ACH R INC. 3 �'• DANIA alACH,FL 331734 8'0" 4 \h� PH:(9541399.11478 FAX:0541744 4718 WEE:envw.0Ni141A11CroP:.com .‘3SS\SS\\ll .i nzY%2l,/,i"/,%. 3-1,8 X 11/2"PFH II pIM 1-REINFORCEMENT W -d$\\MII �i%jl,/,(, '%: SHOOT STRIP ,a -Li 1 �� /// mm O \\\ I �` m aR,O o // / F'' O LL t '"o l ' " moi: m �\� ® / \ :1 ao m J a=ye INTERIOR INTERIOR \\ O / /��� t' � / 1,2 N F M�a 5 " �` 0 - N 0 " 3 Wli 3- 9XI i1134 PHODPSREW I I V Q z :)'/ '"w, ...,...1 l� .,.,.., / PHILLIPS I \a J C7 )�l FLATHEAD WOOD SCREWS z F.4 F�-.'' EXTERIOR EXTERIOR' 0 LD O w„ N la 4-1(9 PHILLIPS FLATHEAD WOOD SCREWS i I W O tl USE 3/4"LENGTH FOR 6'-8"DOORS 1 C] y USE 1"LENGTH FOR 8'-0"DOORS 2 1.--)° O1 LOCK JAMB 3 HINGE JAMB 7 GU MULTI-POINT LOCK w ti OUTSWING SHOWN-INSWING SIMILAR O OUTSWING SHOWN-INSWING SIMILAR 5 TOP/BOTTOM REINF.PLATE-ACTIVE PANEL ONLY REMARKS BY DATE Add ADA sill,MP Lock,Radius LL AL 06/23/14 HOPPE - 13-1,8 X 1 3/8"PEN(6'-8"UNITS) Add GU Hardware LS 08/23/16 HOPPE 15-88 X 1 3/8"PFH(8'-0"UNITS) 9-89X13/4"PFH 3-1,8X2"PFH COMES W/HARDWARE 8-89 X 2 1/2"PFH W/HARDWARE W/STRIKE HARDWARE GU / 1H15ND SHALL 1IS INE f•AUVLNPYU46UILING APAR,Irvf W/STRIKE HARDWARE (6'-8"&V-0"UNITS) 1-MPL STRIKE PLATE 12-118 X 1 1/2"PFH(G'-8"UNITS) AND SHALL4101x11 CONSENT wnGIDROPS,INC. WRITTEN ITJNSENT 00 FOLDING OR0111E11 4-MPL STRIKE PLATES GU 14.1,8 X 11/2"PFH(8'-0"UNITS) 4-1,8 X 1 3/8"PFH ALTERATIONS,ADDITIONS.HIGIILtGHiiNG,OR UlllEx 2.1,9 X 5/8"PFH MAMMAS 10 THIS DOODAD NI ARE nm rcxrvnr*Eu AND W/STRIKE HARDWARE ® 1-REINFORCEMENT PLATE IrNAuOATL OUR CEr.TIFIrArlON. HOPPE 1,2512296 `11111111!!//x'' EXTERIOR EXTERIOR \•```NoES F'•ry0 /// IS 12. INTERIOR o INTERIOR 'n / P.�FCNNOu7.r V`\ IIILININIIIII4Wr 1 .1111 I DPI CCM .23378 ill `i' a) `i' TIM9SItlt� 4 MULTI-POINT LOCK JAMB 5 MULTI-POINT LOCK JAMB g HOPPE MULTI-POINT LOCK DATE: 4 411) : G L/TJ M SS/MSS OUTSWING SHOWN-INSWING SIMILAR O O OUTSWING SHOWN-INSWING SIMILAR OTOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DWG. Y:02.05.1-CHK. Y ROCKWELL HARDWARE HOPPE/GU HARDWARE MSS SCALE: NTS DWG.#:A010872A SHEET: OF10 fi 3 : ' ar } 1 .. i � ce@ da .. . k #r � 7 r i # (; , e0 ' Ci 71�X.<:1 ill C:k'i✓ ri'.. a. . n . . . r ` i a ' `r ,¢4 ? 8 t. _ _ . _ _ . .- . . , . ......... BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications- FBC Staff BCIS Site Map . Links Search I--icrlda , ° r `�®}Product Approval il • a. 7::,^.. USER:Public User product Approval Menu>Product or Aoolication Search>Aoolication list>Application Detail I FL# FL16708-R8 • Application Type Revision Code Version 2017 . Application Status Approved Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com . • Authorized Signature Jason Kantola fbcl@jeld-wen.com r ., -' ,j Technical Representative JELD-WEN Corporate Customer Service 1 `- Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 • (800) 535-3936 customerserviceagents@jeld-wen.com ,F:, Quality Assurance Representative i Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies ., E Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report- Hardcopy Received ' �� Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report 1 Florida License PE-73778 • ; Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 ... ••t. Validated By Locke Bowden i 0 Validation Checklist- Hardcopy Received Certificate of Independence FL16708 R8 COI COI JW SS 2015-04-27.pdf . . Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 I .I 11 '' Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL16708 R8 Equiv ASTM E84 Equivalency Letter SS 2017-08-31.pdf Sections from the Code, I -, Product Approval Method Method 1 Option D 1 Date Submitted 10/02/2017 Date Validated 12/12/2017 �� Date Pending FBC Approval 12/18/2017 � Date Approved 02/13/2018 I%' Summary of Products l FL# Model, Number or Name Description ` 1 16708.1 A Design Pro/Smooth Pro/Studio Single(X) Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0 Fiberglass Inswing and Outswing r I Limits of Use Installation Instructions i Approved for use in HVHZ:Yes FL16708 R8 II A010871A X, OPQ SS 2017-02-09.odf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 ' Impact Resistant:Yes Created by Independent Third Party: Yes F Design Pressure: N/A Evaluation Reports Other: FL16708 R8 AE PFR4663.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes 16708.2 _i B Design Pro/Smooth Pro Single (X)Impact Glazed Door 3-0 x 6-8 and 3-0 x 8-0 !� ; Fiberglass Inswing and Outswing '' a i Limits of Use Installation Instructions • Approved for use in HVHZ:Yes FL16708 R8 II A010872A X. GLZ SS 2916-08-26.odf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports ,, Other: FL16708 R8 AE PER4438.1 SS 2017-11-17.odf Created by Independent Third Party: Yes 16708.3 j C Design Pro/Smooth Pro/Studio Double (XX)Impact Opaque Door 6-0 x 6-8 and 6-0 x 8-0 I Fiberglass Inswing and Outswing i t — — I - Limits of Use Installation Instructions . ,. Approved for use in HVHZ:Yes FL16708 R8 II A010873A XX, OPQ SS 2017-02-09.odf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 1 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports =" . 't Other: FL16708 R8 AE PER4664.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes 16708.4 D Design Pro/Smooth Pro Double(XX) Impact Glazed Door 6-0 x 6-8 and 6- 0 x 8-0 Fiberglass Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R8 II A010874A XX, GLZ SS 2016-08-26.pdf ,:t Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 1 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R8 AE PER4440.1 SS 2017-11-17,odf Created by Independent Third Party: Yes l 16708.5 E Design Pro/Smooth Pro/Studio Single with sidelite(s) (X,0/O,X/ O,X,O) Impact'Opaque Door Fiberglass 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R8 II A010875A OXO. OX OPQ SS 2.017-02-09.odf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes i Design Pressure: N/A Evaluation Reports { � f Other: FL16708 R8 AE PER4665.1 SS 2017-11-17,pdf Created by Independent Third Party: Yes 16708.6 F Design Pro/Smooth Pro Fiberglass Single with sidelite(s) (X,O/O,X/O,X,O) Impact Glazed Door 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing i Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R8 II A010876A OXO, OX GLZ SS 2016-08-26.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant:Yes - Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R8 AE PER4442,1 SS 2017-11-17,pdf Created by Independent Third Party: Yes 16708.7 G Design Pro/Smooth Pro/Studio Double with sidelite(s) (XX,O/ O,XX/O,XX,O) Impact Opaque Fiberglass Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions ' G I Approved for use in HVHZ:Yes FL16708 R8 II A010877A OXXO, OXX OPQ SS 2017-02- ;., Approved for use outside HVHZ:Yes 09.pdf Impact Resistant:Yes Verified By: Hermes F. Norero, P.E. 73778 Design Pressure: N/A Created by Independent Third Party: Yes Other: Evaluation Reports FL16708 R8 AE PER4666.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes 16708.8 H Design Pro/Smooth Pro Double with sidelite(s) (XX,O/ O,XX/O,XX,O) Impact Glazed Fiberglass Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R8 II A010878A OXXO, OXX GLZ SS 2016-08- Approved for use outside HVHZ:Yes 26.pdf Impact Resistant:Yes Verified By: Hermes F. Norero, P.E. 73778 Design Pressure: N/A Created by Independent Third Party: Yes Other: Evaluation Reports FL16708 R8 AE PER4444.1 SS 2017-11-17,odf Created by Independent Third Party: Yes • Contact Us::7601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer. .. '•, I r - r - . . ::Privacy Statement::Agessibility 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 here_. Product Approval Accepts: Credit Card Safe °seellrityM1TRICs` 398 E. Dania Beach Blvd. BUILDING DROPS Suite338 Dania Beach, FL 33004 A Perfect Solution in Every Drop 954.399.8478 PH .:` Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com April 27, 2015 TO: Whom It May Concern FROM: Hermes F. Norero, P.E. Registered Florida Professional Engineer#73778 MANUFACTURER: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Dear Sir (Madam), To the best of my knowledge, the above-mentioned product conforms to the current edition of the Florida Building Code. Please note that I do not have, nor will I acquire, a financial interest in any company manufacturing or distributing the product(s) for which the reports are being issued. I also do not have, nor will I acquire, any financial interest with the Laboratory that performed the test(s), or with the Engineer witnessing the test(s) and sealing the test report(s). Respectfully submitted, %%01111111/i/it'' F. -o :T•T •��is`S1ONAL E�G�••`` Digitally signed by Hermes F.Norero,P.E. /1 ‘‘ Reason:I am approving this document Date:2015.04.27 20:14:19-04'00' Hermes F. Norero, P.E. Florida Registered Professional Engineer#73778 Page 1 of 1 BUILDING DROPS 398 E.Dania Beach. Blvd Suite 338 1,- A Perfect Solution in Every Drop! Dania Beach, FL 33004 Certificate of Authorization:29578 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com August 24, 2017 TO: Whom It May Concern FROM: Hermes F. Norero, P.E. Registered Florida Professional Engineer#73778 MANUFACTURER: Jeld-Wen 3737 Lakeport Blvd. Klamath Falls, OR 97601 This document shall serve to state that Jeld-Wen products tested in accordance with ASTM E84-05 as per the 5th Edition Florida Building Code shall be qualified for the requirements of the 6th Edition Florida Building Code. The testing on the products complies with the requirements specified within the ASTM E84-13 standard,as required by the 6th Edition Florida Building Code.This standard is listed under Chapter 35 of the current Florida Building Code and titled"Standard Test Method for Surface Burning Characteristics of Building Materials". ASTM E84-13 has been reviewed and determined to be technically equivalent to ASTM E84-05.All test results meet or exceed requirements of the 6th Edition Florida Building Code. Respectfully submitted, ``��111111///// v'A 7 13 • :T•TLU • 2 4.` �i�,�tsS/ONAU' c-_\-\C9``Digitally •signed by Hermes F.Norero,P.E. //1111 j j 100 Reason:I am approving this document Date:2017.08.31 09:51:27-04'00' Hermes Norero, P.E. Florida Registered Professional Engineer#73778 Certification of Independence: Please note that I do not have nor will I acquire a financial interest in any company manufacturing or distributing the product(s)for which this report is being issued.Also,I do not have nor will I acquire a financial interest in any other entity involved in the approval process of the listed product(s). Page 1 of 1 IPREPARED BY: di BUILDING DROPS,INC. 398 E.DANIA BEACII BLVD..STE.338 DANIA 111 AO.FE IAUA4 • PH.19541399.8978 FAX:(9541744 4138 WEB:www.bulldinpdroDs.cor Ell y -O o•° $ U T LL ~O r,,„'N . O-4 Fo C0 LA1 'fl. v 1"MAX. 1"MAX. 1"MAX. C I- 1/T. a •`� AIRSPACE 1/2"AIRSPACE 1/2"AIRSPACE 1M' 1/2"AIRSPACE O a < m'6 LL _Al , o`z 1- mg INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR lc,I Q m I, 1/8"ANNEALED GLASS I- 1/8"ANNEALED GLASS I, 1/8"ANNEALED GLASS I, 1/8"ANNEALED GLASS O a N� in z m f 0.090"SOLUTIA PVB INTERLAYER LI.' f 0.090"SOLUTIA PVB INTERLAYER .= i. PREPARED BY: 2X WOOD BUCK n BUILDING DROPS,INC. MIN. 393 E.DAN IA 3EAC113LV0..STE.338 y~j (ll,FI.3903* EDGE DIST. gam WWOOD ANCHOR PH.1958130D.88781./:;.; FA8:195f(TJ*4]311 SEE TABLE SHEET of „1 SEE TABLE ON SHEET 2 WEB:•www.Dvlidlnpdrops.com �/ SILICONE L LuWww N • I--. o �w -""It' 2X WOOD BUCK Gam - mmN� ta `" j/ / • • • . CO w JxV_. ,'let //_.7. 0.25" z cc I- max c 2,., IIIMAX. �- 2X WOOD BUCK O a CC ^' 'L LL WOOD ANCHOR SHIM 0 ti m ♦- o SEE TABLE ON SHEET 2 MIN.EMBED. y Q tm SEE TABLE SHEET 2 p 4 D to Ci) HEAD (TYPICAL) 2 JAMB (TYPICAL) OPERABLE SILLz' gws OUTSWINGSHOWN-INSWINGSIMILAR O OUTSWINGSHOWN-INSWINGSIMILAR O INSWING-NOENDURAZAHL4565FQUIRED Q _ �a SILICONE �:' J.4...1; ir•ft‘ ��1� SILICONEfa6k SILICONE ~ I;►Sd�...�..�..i N���������������1" 0.,x1441 p'T — REMARKS BY DATE 2X WOOD BUCK 2X WOOD BUCK Add ADA sill,MP Lock,Radius Lt. GL 06/23/14 Add GU Hardware L5 08/24/16 2X WOOD BUCK IHI6 MAIM FNI IS 11131•7OPLETv OF SUILOINCOIU(•S.INC AND SHALL NOT RE RIPRODDCED IN W NOTE OR onP.r W011010 W RITTTN CONSENT OF WRONG DROPS,INC. 4 OPERABLE SILL 6 OPERABLE SILL 7 OPERABLE SILL ALTERATIONS,ADDITIONS.HIG1WOMINQ OR OY1rt0. AwnRATION,A OOCONS.I HL NO1PEHMn ILDER OUR¢anrlunoN. 7 OUTSWING-NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED AND INpA1``,r111 1111,JJ2 AFCO J-2297 AFCO A-276/P-2000 AFCO H-497 NNNN �S F./VO 2�/,, AP.EG *0.13 \\ { te - SILICONE j� cry. SILICONE SILICONE ��"iAD , PL' p3%\\ 414►�t �FF J��••••• •4 1 �'ar"--•---iv—v3r 2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK DATE: 02.05.14 Y: CHK. DWG. Y: OPERABLE SILL g I g OPERABLE SILL OPERABLE ADA SILL GL�TJM SS/MSS O OUTSWING-NO ANCHOR REQUIRED \ 7 / OUTSWING-NO ANCHOR REQUIRED 7 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS AFCO A-117 \•��� ENDURA ZOBL4565F ENDURA HCI5000 DWG.B:A010872A SHEET: OF10 - ID OPTIONALLY,-ANCHOR CAN BE PLACED IN-NARROW--==_- --- --- -- - - ------ - - - --- _ _ - ____ _ _ ___-- _ ___ _ ___- SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. IPREPARED BY, n MIN. 15 WOOD BUCK BUILDING DROPS,INC. EDGE DIST. t- (OPTIONAL) 398 E.DANIA BEACH BLVD..STE.338 SEE TABLE SHEET 2 tiw • SILICONE DANIA REACH.FL.u8W ut x 4' PH.19541399.8478 w FAX:19541744 4738 L4 m //� CONCRETE ANCHOR I r W10'.www.buildlnR4NR:COM ai ••�j1 SEE TABLE ON SHEET T w 17 - 1. 1 alk.. r. LJ• CONCRETE/ , v J m.N$, m I MASONRY m _ / CONCRETE ti z v§ F BY OTHERS % / PH• tp MASONRY p O w' / BY OTHERS 1X WOOD BUCK S / a O <// %/ // OPTIONAL / I- -L,--- f., //J 1. • (OPTIONAL) tia IaLL rva2 //1 II 0.25" a I- mid C.1 2 v=i 1 , TI I MAX. O C m Da CONCRETE ANCHOR n SHIM Q el CONCRETE/MASONRY BY OTHERS SEE TABLE ON SHEET 2 MIN.EMBED. SEE TABLE SHEET 2 z U W o ED HEAD (TYPICAL) O JAMB (TYPICAL) OPERABLE SILL zu OUTSWING SHOWN-INSWING SIMILAR 8 OUTSWING SHOWN-INSWING SIMILAR 8 INSWING-NO ANCHOR REQUIRED O O ; ENDURA ZAIL4565F U W'.; SILICONE F•—� •♦•♦♦- SILICONE i!uiv l""•' „ •,..1,.�cr.r 1 ?;� • -. SILICONE REMARKS BY DATE Adtl AOA sill,MP Lock,Radius lc GL 06/23/14 .<I 4 .Q ° • 4 .Q •° ° C \ Add GU Hardware L6 08/24/16 CONCRETE/ CONCRETE/ `CONCRETE/ MASONRY • . . . MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS THIS DauMLNns 1HL PROPERTY OE BUIL IN,DROPS.INC AND SHALL NOI BE RLPROOUCEU IN WHOLE OR PARC WITHOUT WRITTEN CONSENT OF BUILDING DROPS.INC. ALTERATIONS,ADDITIONS.HIGHLIGHTING,OR 0111111 MARKINGS IO IHIS DONMENI ARE ND I PERMITTLU AND INVAI iDATE OUR CERTIFICATION. 4 OPERABLE SILL 6 OPERABLE SILL 7 OPERABLE SILL ``1,111 1111/,,,' 8 OUTSWING-NO ANCHOR REQUIRED O INSWING-NO ANCHOR REQUIRED O OUTSWING-NO ANCHOR REQUIRED ES F. O 7�Zi AFCO J-2297 AFCO A-276/P-2000 AFC()H-497 \. Q :-$��'. 0 • •T•T/E : O: - SILICONE Ci SILICONE SILICONE i' _�EHEH�KAt.FlwsrI.c>.,1.N . J.14�;�=� 1 �1������?�� ■ �(9R o�h1jl� END o.r'a3 ��� ° ° 4 _. ° 4 --� LPL CCRT.6d11yViTt tIIAf78 a 4 4 a • ° . ° a. a. CONCRETE/ CONCRETE/ • CONCRETE/ • - MASONRY MASONRY ' . • MASONRY BY OTHERS BY OTHERS BY OTHERS DATE: 02.05.14 OPERABLE SILLOPERABLE SILLOPERABLE SILLDWG. Y: CHK.BY: ED OUTSWING-NO ANCHOR REQUIRED O OUTSWING-NO ANCHOR REQUIRED 8 OPERABLE -NO ANCHOR REQUIRED G LjTJ M SS/MSS • AFC()A-117 ENDURA ZOBL4565F ENDURA HCI5000 ADA SCALE: NTS DWG.II:A010872A SHEET: OF10 OPTIONALLY,ANCHOR CAN BE PLACED IR NARROW - SECTIONOPHEAD-OR JAMB ASLONG AS-MINIMUM- -- - - — -- _—_—.. _ __ EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 1 I BILL OF MATERIALS PREPARED BY: ITEM DESCRIPTION MATERIAL FINGER-JOINTED PINE SOLID PINE O FRAME HEAD/JAMBS O ENDURA ZAIL4565F BUILDING DROPS,INC. 398 E.DANIA BEACH BLVD.,STE.338 1 FRAME HEAD/IAMBS VARIES,SEE BOM AT LEFT THRESHOLD DANIA BEACH,n 33004 LAMINATED VENEER rH:I954139/-8478 LUMBER %//�/1./ � / _ _ ....._F 1 I PAww.buiP44n3B COMPOSITE N /// /, V/.,/%/ m _-.. -- wee,w,Rw.eunel"aemPR.com 2 (NOT USED) T/. ./.. / Ire �����.������ E++ v 3 (NOT USED) - I I 4 S6"�-I �+ Oa—C g.o,Iii§ 4.563" 4 ENDURAZAIL4565F THRESHOLD - 1W- t3 c,, 0 5 AFCO 1-2297 THRESHOLD - O Lu C] Q th-' a a� LL� O LL ax�1 6 AFCO A-276/P-2000 THRESHOLD - ti a 0 n a s LL 7 AFCO H-497 THRESHOLD - 0°-. J m Y 8 AFCO A-117 THRESHOLD - O AFCO J-2297 O AFCO A-276/P-2000 Z a 00 9 ENDURA ZOBL4565F THRESHOLD - THRESHOLD THRESHOLD O Z �i 10 ENDURAHCI5000 ADA THRESHOLD - i ¶ •-'I•4 ' -I d~ to F-� ♦&.l ry M c�`��' W URETHANE FOAM& if..,. ♦-�-- —�� _ s44U'-ss Nd'; H 11 WEATHERSTRIP POLYETHYLENE L I*— * ���� �����������������.' w 12 NON-COMPRESSION SHIM(0.25"MAX.THE.) COMPOSITEz I- 5.62" I 4.57" 0 *J';', 13 (NOT USED) - a. W 14 (NOT USED) - F o 15 #10 WOOD INSTALLATION SCREW WI 11/2"MIN.EMBEDMENT STEEL I- U REMARKS BY DATE 16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL Add ADA o,II,MP Lock,Radius Ll. 6106/23/14 17 BUTT HINGE(SEE SCHEDULE SHEET 5) STEEL O AFC°H-497 THRESHOLD O AFCO A-117 THRESHOLD Add GU Hardware LS 08/24/16 18 KWIKSET LOCK SERIES 400 STEEL 19 KWIKSET DEADBOLT SERIES 780 STEEL ♦•� �R IHIs DOCUMENT Is Int oaovFxrrOl BURbINc t,aur•s.Mc ROCKWELL MULTI-POINT TONGUE LATCH 6732287686-8 UNIT s9.!.4 i.. AND SIIME NOInE REPRODUCED IN WHOLE OR PARI 20 ROCKWELL MULTI-POINT TONGUE LATCH 1173228780 8-0 UNIT STEEL J6 iim%'4 AlRN4lIONS,,Aoulnuui,eeinwinHc,ORM oii�En' ••�•�•�•�� _ - -- NIMkINGR ID IHIN DOCUNIINI ARI.NDI YENMIIIlU AND 4.58" - IINAUOAEE OUR crRniTATION. 21 HOPPE MULI-POINT HARDWARE HLS9000 STEEL I- 4.62" I c 22 ODL LITE KIT(LMI) 6063-T6 ALUMINUM ``S��S`�SI F I Iry0ll 7',I,� 23 FLUSH GLAZING LEG FIBERGLASS `��,q....1•.,. �l(�''ii 24 ODL LIPLITE KIT(RADIUS LITES) PC ABS . 'Z'2" 7$/C•O 25 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH 118784091 STEEL f* J * 26 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH 88783923 STEEL TOF 27 GU SECURY S-BOLT MULTI POINT STEEL ENDURA ZOBL4565 F ENDURA HCI5000 ADA �o,�'•;9� P; �<u' O THRESHOLD Cr THRESHOLD ''1 if�i Fw`oR`YO e• r;) s.00" ri- 4.56" DATE: 02.05.14 GLITJM SS/MSS SCALE: NTS DWG.II:A010872A SHEET: OF 10 • PREPARED BY,. di BUILDING DROPS,INC. 398 E.80.808 BEACH BLVD.,STE.338 DANIA BEACll,FL 333U1 Ci) ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK 27 PN:(8541398.808>B GU SECURY S-BOLT MULTI POINT FAk:,95818403B W/SILL SHOOT BOLT PLATE#2098911 MMB:www.ommmaeroP:corn i II ti ® Qo p i mQr al un i, o o O▪ _ o J Q��!� F. . L_ LL 1- cc-Q. I O1-- —I coQ• po r 'nH'dLL m o z zZ a Q O-0 oCL W7 l'I 0 O — HANDLE1 Li i0 '' I CO FwW~9° ° 6?z? c-7 HEIGHT ;� O w o �I Hoo I- O 0 In Ln en to 0 1 `,41 V-.1 0 �o Eiry (] Ef° a'mREMARKS BY DATE HANDLE li 0 fl nm HANDLE i:' I Odd ADA sill,MP Lock,Radius LL 0106/23/14 HEIGHT " • HEIGHT:j,i 0 QI,I i 0 I E/ fr �_., Add GU Hardware LS 08/24/16 �o 3 0 o _. U E ;, II 0 0 ° Bo /�0Y 0 is ...IO 1� KS ODiUMkNS IS IHf PXUFFB]Y Of 6UIlLINC UXuhi.INt. 08 �'r— 1 — — NwlITU0113 ITN REPRODUCED WILDING odors FARr. ALTERATIONS,ADDITIONf,111GLt6NRN0,OR OIRLA O AN[INC.S IO 11115 OOC OUR CERARE NM TIFICATION FUTION MNIkO ANO O pc u IrrvAuoAl --. 6, © o .r�l e3 01111II 1111,_ • t 0.63"—�— T'. •\ 1,70/ ° o :I © 1. 0 '•;9C•- OP:' �u4': NL - :I _ - — ._. p,�,, (OOE) F6YLCEP.T.Od•r19ifi`111&39558 —`—.79" ..-_I 1.65"I— c DATE: 02.05.14 GLITJM SS/MSS SCALE: NTS DWG.#:A010872A SHEET: OF10 I ;I {_ 398 East Dania Beach Blvd. /\ BUILDING DROPS Suite338 Dania Beach, FL 33004 a-- A Perfect Solution in Every Drop! 954.399.8478 PH Certificate of;Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evacuation Report of JELD-WEN, inc. Design Pro / Smooth Pro Fiberglass • Impact Approved Glazed Doors For use in the High Velocity Hurricane Zone (HVHZ) for • Florida Product Approval Report No. 4438.1 Current Florida Building Code Method: 1— D (Engineering Evaluation) Category: Exterior Doors Sub—Category: Swinging Exterior Door Assemblies Product: Design Pro/Smooth Pro Fiberglass Impact Approved Glazed Doors For use in the High Velocity Hurricane Zone Material: Fiberglass Product Dimensions: 3'-0"X 6'-8"(Nominal) 3'-0"X 8'-0" Nominal (Nominal) Prepared for: JELD-WEN, inc. iittill 3737 Lakeport Blvd. ,.•``USS F. 0.11/•ii Klamath Falls, OR. 97603. `:• �<- •. •� • Prepared by: = ��0 Hermes F. Norero, P.E. _ * . * Florida Professional Engineer#73778 = • .T'T • / cr Date: 11/15/2017 O = 'L p- pt.•••• 4/ Contents: i F c;• `S Evaluation Report Pages 1-4 �i 'ONAU � ‘`‘ Digitally signed by Hermes F.Norero,P.E. Hermes�r. ero, P.E. Reason:I am approving this document Florida No. 73778 Date:2017.11.17 10:27:09-05'00' BUILDING DROPS �: Date: 11/15/2017 '- A Perfect Solution in Every Drop! y Report No: 4438.1 Certificate of Authorization:29578 Manufacturer: JELD-WEN, inc. Product Category: Exterior Doors Product Sub-Category: Swinging Door Assemblies Compliance Method: State Product Approval (1)(d) Product Name: Design Pro/Smooth Pro Fiberglass Impact Approved Glazed Doors For use in the High Velocity Hurricane Zone(HVHZ) 3'-0"X 6'-8" (Nominal) 3'-0"X 8'-0" (Nominal) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN inc. based on Method 1d of the Florida Department of Business and 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 A010872,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, including 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 A010872 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions A010872 for size and design pressure limitations. • Hermes F. Norero, P.E. Florida No.73778 Page 2 of 4 • /\ BUILDING DROPS 4.4 :- Date: 11/15/2017 A Perfect Solution in Every Drop! Report No: 4438.1 �t� `4T Certificate of Authorization:29578 Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a Certification Agency through ' National Accreditation&Management Institute (FBC Organization#QUA1789). Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories' (FBC Organization# TST1589) Report# Report Date: NCTL-210-3924-01 12/18/13 NCTL-210-3925-03 02/07/14 NCTL-210-3916-02 w/addendum 06/10/14 NCTL-210-3930-01 02/24/14 NCTL-210-3930-02 03/10/14 ' TAS Report Engineer of Record: Gerard J. Ferrara, P.E. Report# Report Date: SJW2013-194-TAS w/addendum 06/10/14 SJ W 2013-208-TAS 11/13/13 TAS Report Engineer of Record: Kevin P.Tyra, P.E. Report# Report Date: SJW2013-230 11/26/13 SJW2013-231 12/03/13 SJW2013-251 12/23/13 SJ W 2013-252 12/23/13 SJW2013-253 12/23/13 SJ W 2014-032 04/22/14 SJ W 2014-073 06/26/14 SJ W 2014-077 06/27/14 SJW2014-072 06/27/14 SJ W 2014-080 07/03/14 TAS Report Engineer of Record: Robert H. Zeiders, P.E. Report# Report Date: SJ W 2016-006 02/22/16 TAS Report Engineer of Record: Harold E. Rupp, P.E. Hermes F. Norero, P.E. Florida No.73778 Page 3 of 4 J � it /\ BUILDING DROPS Date: 11/15/2017A Perfect Solution in Every Drop! Report No: 4438.1 Certificate of Authorization:29578 1 2. Quality Assurance Entity National Accreditation&Management Institute (FBC Organization#QUA1789) 3. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA, Inc. ASTM E84 Report#:3113726SAT-001 R1 Report Date:03/13/09 4. Component Material Testing of Fiberglass SMC Skin Element Materials Technology ASTM D635,ASTM D638,ASTM D1929,ASTM D2843,ASTM G155 Report#: ESP010982P Report Date:02/26/13 5. Material Certifications Miami-Dade County RER—Product Control Section NOA Current NOA for Solutia PVB Interlayer(Saflex by Eastman Chemical Co.) Current NOA for SGP Interlayer by DuPont(SentryGlas by Kuraray America) Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by(2X)wood buck substrate (Min.S.G.=0.55), use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete(Min.f c=3000 psi)or masonry(Conforms to ASTM C90) substrate where one by(1X), non-structural,wood bucking is/employed, use 3/16"diameter ITW Tapcon or W'Elco Ultracon type concrete screw anchors of sufficient length to achieve mlinimum embedment of 1.25" into concrete or masonry. C. For concrete(Min.f'c=3000 psi)or masonry(Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16"diameter ITW Tapcon or'A" Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions(A010872)for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions(A010872)for design pressures based on size &configuration of door units. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 /