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HomeMy WebLinkAboutEngineering EXPRESS® Project#: SIN005380 Project Details: Brady Condo Door Replacement Contractor: JAG Carpentry, Inc 9940 S. Ocean Drive#203 Jenson Beach, FL Subject: Wind Load Design Pressure Calculations (Components&Cladding) Site Information General Calculation Building Classification: Enclosed, Directi'onality Factor(Kd): 0.85 Wind Speed (VUit): 170 mph Gust-Effect Factor(G): 0.85 Exposure Category: D Internal Pressure +0.18 Roof Type: Monoslope Coefficient (GC pi): Roof Slope (0): 1.2 deg Topographical Factor(K,t): 1.0 Mean Roof Height (h): 118.0 ft Velocity Pressure Exposure Min. Building Dimension (L): 47.0 ft Coefficient(Kh): 1.47 Parapet>_3 feet? No Velocity Pressure (qh): 92.74 psf End Zone (a): 4.7 ft ASD Method: P =0.6w M'ar Elev, z (ft)'Size W x H (in) Zone Shutter?Area (ft )fiKZ(Kh) q Z(q h) G_C GC Pressures (psf) 1 15 W 36.0 x 80.0 ..._4 No ~ 20.0 -{1.03 64.79y~`0.90 -0.90 _ +45.0/—60.1 Valid Only With;Raise Engineer NOTES: Design is in accordance with ASCE.7-10(ASD method)and the Florida Building Code Se Fifth Edition(2014).Results are not valid for use unless approved via original signature and raised engineer seal of a PE from Engineering Express.Results are based on contractor- supplied data and shall be field verified by others prior to use.Selection&installation of Th ebrGary products shall be a Fran!<'i. Benny dc, P E� p approved using these dimensions and pressures as verified by others. PE46549 Cer±AaYh 9885 160 SW 12TH AVENUE SUITE 106,DEERFIELD BEACH,FLORIDA 33442 SIN005380 PHONE:(954)354-0660—FAX:(954)354-0443 ENGINEERINGEXPRESS.COM PAGE OF Florida Building Code Online —777-77- - 7717 , p,71s . :` BCIS Home Log In i User Registration Hot Topics t Submit Surcharge Stats&Facts j Publications FBC Staff BCIS Site Map Links ! Search Business/nat � ��°�ProductApproval PrQfeSSi l "' USER:Public User 'I.. Product Aroro,91 Mer;j>PrOduU or Application Searci,>Aooiication List>Application Detail - FL# FL16708-R4 r� Application Type PP YP Revision Code Version 2014 { I Application Status Approved i Comments 3; ArchivedEl i Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 f _ (800)535-3936 fbcl@jeld-wen.com _< Authorized Signature Kaede McLaughlin 1 - fbcl@jeld-wen.com i j Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. } # Klamath Falls,OR 97601 (800)535-3936 ' l customerserviceagents@jeld-wen.com 4 @ I Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies ( ' Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional i Engineer Evaluation Report-Hardcopy Received � f € i f. a Florida Engineer or Architect Name who developed the Hermes F.Norero,P.E. h. Evaluation Report } Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute i Quality Assurance Contract Expiration Date 01/01/2018 Validated By Locke Bowden 0 Validation Checklist-Hardcopy Received I t'. Certificate of Independence FL16708 R4 COI COI JW SS 2015-04-27. df 4 Referenced Standard and Yearof Standard) ) Standard a Year TAS 201 1994 # i TAS 202 1994 TAS 203 1994 e •'i t Equivalence of Product Standards http://Nvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TudWOg6cFUIG6KCFGtgnSaXVVWN87y3XZg%3d%3d[7/14/2015 1:34:03 PM] Florida Building Code Online Certified By I Sections from the Code I i � 1 . I { Product Approval Method Method 1 Option D i Date Submitted 04/15/2015 Date Validated 05/01/2015 i Date Pending FBC Approval 05/10/2015 { Date Approved 06/22/2015 ?Summary of Products A - 16708.1 Design Pro/Smooth Pro Fiberglass Single(X)Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and j Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10703 R4 it A010871A.odf j 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 I Other: Fl_16708 R4 AE PER3430.Ddf { Created by Independent Third Party:Yes Uutswing i Limits of Use Installation Instructions —^ Approved for use in HVHZ:Yes FL16708 R4 II A010872A.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 R4 AE PER3481.odf _ I Created by Independent Third Party:Yes _ 16708.3 Design Pro/Smooth Pro Fiberglass Double(XX)Impact Opaque Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 11 A01.0373A.odf 1 Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.73778 Impact Resistant:Yes Created by Independent Third Party:Yes 1 Design Pressure:N/A Evaluation Reports Other: FL16708 R4 AE PFR3482odf Created by Independent Third Party:Yes 116708.4 Design Pro/Smooth Pro Fiberglass Double(XX)Impact Glazed Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and I Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL_1.6708 R4 II A010874A.Ddf 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 R4 AE PER3483.Ddf Created by Independent Third Party:Yes G j 116708.5 Design Pro/Smooth Pro Fiberglass Single with sidelite(s)(X,O/O,X/O,X,O)Impact Opaque Door 9-0 x 6-8 and i' {{ 9-0 x 8-0 Inswing and Outswing x Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010875A.ndf Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.73778 f Impact Resistant:Yes Created by Independent Third Party:Yes i Design Pressure:N/A Evaluation Reports { ; Other: FLI,6708 R4 AE PER3484.odf Created by Independent Third Party:Yes I 16708.6 Design Pro/Smooth Pro Fiberglass Single with sidelite(s)(X,0/O,X/O,X,O)Impact Glazed Door 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing _ tit Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010876A.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 1 Other: FL16708 R4 AE PER3485.odf Created by Independent Third Party:Yes ;{ ------ 16708.7 Design Pro/Smooth Pro Fiberglass Double with sidelite(s)(XX,O/O,XX/O,XX,O)Impact Opaque 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 R4 11 A010877A.Ddf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.73778 I Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports {.! http:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQNvtDqu8obl%2flZm6TudWOg6cFUIG6KCFGtgnSaXWWN87y3XZg%3d%3d[7/14/2015 1:34:03 PM] Florida Building Code Online I Other: FL16708 R4 AE PER3486.odf Created by Independent Third Party:Yes d 116708.8 Design Pro/Smooth Pro Fiberglass Double with sidelite(s)(XX,O/O,XX/O,XX,O)Impact Glazed Door 12-0 x 6- _ 8 and 12-0 x 8-0 Inswing and Outswing i Limits of Use Installation Instructions —�— Approved for use in HVHZ:Yes FL16708 R4 II A010878A.odf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.73778 li Impact Resistant:Yes Created by Independent Third Party:Yes I' Design Pressure:N A 9 / Evaluation Reports Other: FL16708 R4 AE PER3487.pdf Created by Independent Third Party:Yes Contact Us;;1940 North Monroe Street,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 j 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 -_ � rChtck -cc uritV.miinkits- http://x%,%vw.floridabuilding.org/pr/pr_app_dtl.aspx?paTam==%vGEVXQwtDqu8obl%2fIZm6TudWOg6cFUlG6KCFGtgnSaXVVWN87y3XZg%3d%3d[7/14/2015 1:34:03 PM] . ' 398E.Dania Beach Blvd. BUILDING ���������� Suite 338 ������U—�� Dania Beach, FL330U4 APerfect Solution inEvery Drop 954,399.8478 PH Certificate nfAuthorization:ly57n 954.744.4738 FX cnnmct@Pbui|din8drops.com April 27, 2O15 TO; Whom |tMay Concern FROM: Hermes F. Norero, P.E. Registered Florida Professional Engineer#73778 ' MANUFACTURER: JELO40EN, inc. 3737Lakeport Blvd. Klamath Falls, OR. S76Ol Dear Sir (Madarn), To the best of my knowledge, the above-mentioned product conforms to the current edition ofthe 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. | also do not have, nor will | 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, umu// Digitally signed byHermes F.Norem'P£ ~'"r^Vux�, Reason:|amapproving this document Date:zV1s&«o7»0:14:19-��OQ' Hermes F. Nonaro, P.E. Florida Registered Professional Engineer#73778 Page zofz ' / 2 ADi.QUACY OF THE EXISTING STRUCTURAL CONCRETF./MASONRY`OR 2X FRAMING AS A MAIN WI 6��:_ D3. THIENSTALLATION DETAILS DESCRIBED HEREINARE GLNERICANDMAY NOT REFLECT ACTUAL CONDITIONS F I'Nl.PAREp RY INSTALLATION 1111111 . ONE F2)INSTALLATION ANCHOR 15 REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2 SHR.')AS REQUIRED,AT FACH INSTALLATION ANCHOR WITH LOAD TIEARING SHIM(S),MAXIMUM Atl..OWABLE, BUILDING DROPS,INC. 5HIf.1 STACKTORF IM INCH SHIM WHERF SPACE.OF i/1f,INCH OR GRFATEROCCURS.SHIM(S)SHALF.BE a CONSTRUCTEDOF NIGH DENSITY PLASIiC OR BETTER, ff=Af Kfr�'t a xV lu(r•"�t+ne Ir�x 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUOE WALL FINISHES,INCLUDING BUT NOT DMFILD 10 37 STUCCO,FOAM,BRICK.VENEER,AND SIDING. O.A.W w rit � 4, INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE Of CORROSION RESISTANT MATERIAL. s"TYP. F- ,'o OR HAVE A COItP.OSION RPSISTANICOALING,AND SHALL.BE INS'IAILED IN AC('.O11EJANCF WITH ANC}{O(1 t C2 C2 0 MANUrACTI)RI'S iNSTAIIAT10N!NST RUCT IONS. �- L.. - O 2 q i 4� � 5. FOR Hot.LOIN BLOCK AND GROUT FILLED BLOCK.DO NOT iNSTALA INSTALLATION ANCHORS INTO MORTAR c) JOINTS.FOG6 DISTANCE IS MEASURED FROM FREE EDGE OF BtOCK OR EDGE OF MORTAR JOINT INTO FACE Z. SHELL Of BLOCK. — i 6 F-' 6 FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PROOUCT5SHALL RE THF SAME AS FOR 2X BUCK C) 3 CONCITLTF/MASONRY CONSTROCILDN. 4� 7, INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE ,-`' cr FOLLOWING PROPERTIES: °` x C) A,WOOD-MINIMUM SPECIFIC GRAVITY OF 0,55, i3�a q o w Y B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 9800 PSI. is LL j; ® V ' C-GROUT-oLEDCMU-UNIT STRENGTH CONFORMS TO ASTM C,90WITH MINIMUM COMPRESSIVE STRENGTH a Z or I(X)PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUMGROIJ7 COMPRFS5IVE STRENGTH OF 2000 O p © "�I Psi. `^ D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRE.S51VE STRENGTH U OF 2000 PSL / n' —n B. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THF INSTALLATION REQUIREMENTS,INCLUDING ANCHOR LOCATIONS,EDGE O)STANCES,EMBEOMENTS,AND SHIM SPACING, y REMARKS BY DATE 1. OPTIONALLY,ANCHORS CAN BE.PLACED IN NARROWSEL, OF HEAL}OR JAMB AS LONG AS MINIMUM _ naa aaa sat,Mum eolrlf z«x c�I6ftafz's EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED, A2 A2 ANCHOR TABLE 1 TYP.ANCHOR LAYOUT „ T 6'e'pe'-0"bmaHrn:rli �� wl.n.,e rn xrwax wre= eiNN'A 1RntbMkN[p, IS[:Gj1iC5,int. 6V DOORS W DOORS ANCHOR MIN. MIN.EDGE nfi\14II If111 it,ANCHOR TYPE SITE SUBSTRATE CMBLDM^IT L`LSTANC@ MA.D.C. MAA.G A \\\ f7 SPACING AT SPACINGA7 >>1__q��)"•/'�{} , IAMBS IAMBS NOTE: 50—ANCHORS REQUIRED AT THE SILL F04I SINGLE.'DOORS(X)ONLY. Ctt�:rtt;�C�flJ���""`'• i= ?X V.'OOU BUCK17-114" .Z r:\P ,,�r, ~ WOOD SCREW f110 1•IY7.` 3/4' 17-.1/?" 17J/4" OR FRAMING ''hytl�Fr.?:7 7$ ..,+kf'"'.° it 1TWTAPCON 3j16" CONCREYEKMu 1-114, 7-1/?" 71.1/7" 1t-11.1" `t7 :"'•$TA1:EG ,^ 7•3/8.,.CONE. ��-r.•'.fi(s,5iR1D�:� a4'cu� €LCD ULTALAC0N 1(4" CONCRFT€1CMI) 1-1/47 CN3i1 F%•1r-" 17-lla" 'i C�-`•s 'ST tl1�^-•`\Cj L 82 2-k9 X 2 J17"Yf ti SCREWS DATE: 02.05.14 Of. D2 � Z CRAIG/[�Y;�A CHK. Y. 2 49x2112"FFH IYP.HOPPE _ VL/Th}VF ySS PILL'.YwvS MULD-POINT SHOOT BOLT- �� PLATE LOCATION SCALE! NTS LRH PLATE SHOWN) owc.IL:A010871A OFTAtk,BZ UX TYP.HOPPE 1=(SG110t4S1100T 5})EET; QF8 MULTL-POINT SHOOT BOLT I#)LT PIATT. PLATE LOCATION HOPI`E'. "- 51lL SECTION VIEW CC HE�ON VIEW (kSASNG NiHWM tlltiSlUlG�}Md10.A � kSVhhV Sd;QVtl�dUlYUF9iA$iMUP-� ' ttf tNTNI.f] PREPAaullrr BUILDING DROPS,INC. �(lv.igm nT 1°SM:aa N,a 4 1/2"IYP. 4 1/z"lYP 1 1/2"OFFSET Yf. �n 22 I o mom 4 m W r R 0 ry O C V J z 4 Q� Q Z l7� ZO p W = IT 9 O Z , s� Gl� r REMARKS BY DATE Ado ADA sill,M411,P"l lock GL FIt3/(4 P.ANCHOR LAYOUT Vll(u1LL t%ROr%I4 COg09[l[/t44TO4gI 1 1/4"MIN.EMBED TYP. w Nm. ,rcxl ♦`Sllltllllll//�'' ♦♦♦��S F. SEE TABLEi ��",''• n/'--1 F 7,,, 2X BUCK ANCHOR TABLE pY• GB"DOORS B'B"DOORS z MIN.EDGE MIN.CENTER — L_.__ �-1 ? ANCHOR MIN. - -p F=c Ci[ 2 2 ANCHOR TYPE SIZE SUBSTRATE EMBEDMENT OIST.TO TO CENTER ,,TAT[OF v. SUBSTRATE DISTANCE MAX.O.C. MAX.O.C. 0 a— SPACING AT SPACING AT w 2X WOOD BUCK2X WOOD BUCK INSTALL. IAMBS JAMBS %F�in°""'Ij;'l";S G��♦♦♦ Z 4 �"c.exN ANCHOR PER BUCK ANCHOR TABLE ITW TAPCON 1/4" CONCRETE/CMJ I-1/4" 24/2" 4' 25" 30-1/4" st6fs511� �♦�♦ CLCO ULTRACON 1/4° CONCRETE/0411 1-3/B'-CONC. 1" 4' ZS" 301/d•• �2X WOOD BUCK INSTALL. n2X WOOD BUCK INSTALL. 1•t/4^-c:Imu rmssunro4 Tm[mw DATE: 02.05.14 NOTES: DWG. Y: 'MSS CHK.SSY: ], 2X BUCK ISNOT FOR INSTALtATiON AT SILL. GUTJM SCALE: NTS 2. ANCIIORS MAY ISE STACCCRED ASSHOWN IN DETAIL 4/3. DWG.0:A01087 1A SHEET: OF6 3 HIT I'mi V BY. BUILDING DROPS,INC. INTERIOR EXTFRIOI EXTFIRIOR INIERICR 4 6 5 INTERIOR WLMOR C, :r L0 cc CL OPERABLE HEAD --- < (3 � OPERABLE SILL OPERABLE SILL INSWING �,4 OUTSWING < E U U ND P.AZAtLAS6SF AFCO J-2297 OUTSWING SHOWN INSWING SIMILAR uj > EXTERIOR INTERICRREMARKS BY DATE INTER:011 EXTERIOR7 INTERIOR Exit RJOR Add ADA SVL N-Mu ftlot wa GL 05123111 10 n6 OPERABLE ADA SILL OPERABLE SILL OPERABLE SILL INWING OUTSWING INSWING/OLITSWING AFCO A-S276/P-2000 OPTIONAL AFCO H-497 ENDLIPA 111050DO -, .. F fvo........ S NO'X377 .- T-' Tq E OF iZ z 41j Z: 9 INTERIOR EJ(T;,qtCrR rw� WERW EXTERIOR ATC: 02.05.14 lgM S GCjTl:j I C111�2j� MSS 8 OPERABLE SILL OPERABLE SILL SCALE: NTS 4OUTSWING OUTSWING DWG,IkA010871A OPITIONALAFCOA-117 \A) OPTIONAL ENDURA ZOBL4S6SF SHIFFT: OF 4 PO PARHO W: HINGE DETAIL AT IAMB: � HINGE SCHEDULE PI ACE lig X 2-1/2"PFII SCREW NEXT TO V@FATH,RSTRIP BUILDING DROPS,INC. DOOR HEIGH I OLIANTH Y R'0'� A rr•n.«««Imre+, ,NMI �m 1 C) w �m Ln j/ usEriDa NrlalcX \\, / \JD a Q ^5 \4 J / 1 99 X 2 1/2"PHILLIPS x v Q FIA1HF.AD WOOD SCREW La I �`-3-89 X3/4"PHILLIPS Q FLATHEAD WOOD SCREWS O FXIERICii eXrER!UR` 4-99 PHILLIPS FLATHEAD WOOD SCREWS xs. 17 USE 3/4"LENGTH FOR 6'8"DOORS USE 1"LCNGTI I FOR 8'0•'DOORS r"1' LOCK JAMBl�1f HINGE JAMB 5 OUTSWING SHOWN-INSWING SIMILAR l/ OUTSWING SHOWN-IN5WING SIMILAR REMARKS BY DATE Md ADA VIL.0.Perot tock rL?G/2311C --9.119 X 13/4"PFIi :3-98X21,FELL 13-p8 X 1 3/8"PFH(li.8"UNITS) 15-till%13/8"PFH 8'-0"UNITS S.99X 2.1/7"PFH W/HARDWARE ( ) or�uen„uWmnn anmw,ua�u,u.." {6'8"&8',Q"UNITS) W/STRIT HARDWARE COMES W/HARDWARE rsrrxVmwcorarkr�w,+,uuwr:mvr.s.n.c` W'/STRIKE HARDWARE 1-MPI STRIKE PI ATF. xuN�y.u:ws. ,a,. 4•MPI.STRIKF PLATES 4-PHX 1 3/8"Pill .M1 c io+,+nc»n,.....ePHa�Hea�4 _ 21 1-REINFORCEMEN T PLATT M1 r " r ZO ItOPPE 92512296 'l,tltii 11 llu(172Xi EXrIREQR exrE�Iox ��.�`V��S No LL _= c:'NLY73l7t3r= D 'r - Ur �i t7RtC . INiE=1GR ci INRR1OR (� ROCKWELL MULTI-POINT LOCK JAMB HOPPE MULTI-POINT_LOCK JAMB r6-)HOPPE MULTI-POINT LOCK DATE: 02.05.14 5 OUTSWING SHOWN INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR 5 TOP REINFORCEMENT PLATE-ACriVE PANEL ONLY DWG VY: C.HK. Y: GL JM I S5 MSS SCALE.: NTS DWG-1L:A010871A SHEET: CIF8 5 PRI'PARLD I& 2X WOOD BUCK BUILDING DROPS,INC. MIN. F.DGE DIST. G w /�� WOODANCHOR :•,..1•e.+l:•ru STL TAFlLC StIfLT 7 511 TABLE ON THEFT 2 vr,-c w,.w u,•� �,,•„ • u -- ,,, SBICONE ww 2X WOOD BUCK 11 _ LU d.';T; E> 1111X. 2X WOOD BUCK p a <( y T z TWOOD ANCHOR SIIIM SE.F.7ABLf ON S{IETT2 MIN.EMBED. O In SEE TABLE SHEET) a U Z) (jf� HEAD (TYPICAL) JAMB (TYPICAL) n OPERABLE SILL o : 6 OUTSWING SHOWN-INSWING SIMILAR ` 6 J OUTSWING SHOWN-INSWING SIMILAR INSWING-NO ANCHOR REQUIRED Q ' �"/ ENDURA ML4565F ?), SILICONE SH ICONS SILICONE 2X WOOD BUCK 2X WOOD BUCK REMARKS BY DATE d ADA%IEM,IUP nttotk GL a!3 t 2X WOOD BUCK OPERABLE SILL OPERABLE SILL �7 OPERABLE SILL 6 -t OUTSWING-N AFCOANCCHOR REQUIRED 6 INSWING-OA-ZCHOR000UIRED 6 OUTSWING-AFC REQUIRED H-497 \```,T1111FIIAI fLtA,I" SILICONE SILICONE SILICONE -2X V1000 BUCK 2X WOOD BUCK � 2X WOOD DUCK DATE: 02.05.14 OPERABLE SILL OPERABLE SILL t� OPERABLE ADA SILL U/T1Mp' ss mss 6 OUTSWING-NO ANCHOR REQUIRED E{ J OUTSWING-NO ANCHOR REQUIRED �LNSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS AFCO A-117 `/ ENDURA ZOOL4565F ENDURA HCIS000 A010871A DWG.ft: SHEEP: OF8 p OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION Of HEAD OR JAMB AS LONG AS MINIMUM FMBEDMENT AND EDGE DISTANCE ARE.ACHIEVED. 0i I PAftf D fl'f MIN Ix OOD BUCK (OPTIONAIJ eon :_NONCRLIE AN01011 'IIICONF FA VAIREOPI'MI'l? CONCIEL I 111f6ONR BYOIHLl % ",—LONC I IF! MAS('3NILY Ey(3 ID 6 IXWOOD' I LLJ i­— Q D MAX. K "I'M V) S—CUNCRUAI­ANCHOR co SK TABIE ON SLUFF 2 1.111.1"EF/MASONRY BY 01 HERS MIN.EMBED. S :D 'IL FARE C SIE-1 12 cL u V) Lu HEAD (TYPICAL) JAMB (TYPICAL) OPERABLE SILL OUTSWING SHOWN-INSWING SIMM OUTSWING SHOWN-INSWING SIMILAR INSWING-NO ANCHOR REQUIRED c!l u ENDURA ZAIL4S65F z 0 U SILICONE SILICONE - REMARKS BY DATE 4 CONCRE U/ _'ONCREJL/ \—CONCRFTFJ MASONRY MASONRY MASONRY BYOTHERS BYOTHERS BY OTHERS OPERABLE SILL OPERABLE SILL � OPERABLE SILL OUTSWING-NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED OUTSWING-NO ANCHOR REQUIRED AFCO J-2297 AFCO A-276/P-2000 AFCO H-497 i;--s F tvo t SILICONE SILICONE SILICONE A. A CONCRETE'! CONCRETE/ CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS 8YO1HERS RYOTHERS OPERABLE SILL 0 OPERABLE SILL OPERABLE SILL DATE: 02.05.14 OUTSWING-NC)ANCHOR REQUIRED �7 OUTSWING-NO ANCHOR REQUIRED UTSWING/NSWING-NO ANCHOR REQUIRED : N AFCOA-117 ENDURA ZOBL4S65F ENDU RA HC15000 ADA 'K/Thm 1's"8rr�ss SCALE: NTS I-It:A0108711A [L—> OPTIONALLY,ANCHOR(CANB1.VLACI D ROW 51 FEET: OF8 IAMB - B AS SECTION OF HEAD OR IAIMB AS LONG AS Mill, I PABEDFVlftJT AND EDGE DISTANCE ARE ACHIEVED, PR!:PAA(()BY RILL Or MATERIALS 20 ROCKWELL MULT-POINT LOCK Z1 HOPPE MULT-POINT LOCK ITFh1R DESCRIPTION MATERIAL (� W/SILL.SHOOTROLL PLAT E 112098911 f 1 fINGF.P /-101NTCD PINE I 501 ID PINE 0 BUILDING DROPS,INC. •an:una�awno�c:.ro.. 1 FRAME HEAD/JAMBS IAMINATED VENF.FRTo, ue rs uu cio- IUMRER nx p.":ua"r_.. COMPOSITE. I 2 (tior USED) ' 3 (rJDT USED) cr U 4 ENDURAZAIL4565F TURESHOLD - ® C ♦— M 5 AFCO I-2297 THRISI TOLD 4 0o O <x 6 AFCO A-2761P,2000 THRESHOLD � O p 7 AFCO II-097 THRESHOLD D®D o o ® 4 —I M \Q 8 AFCO A-117TIIRFSIlOID u �� O h ED 9 ENDURA Z08MS65F TI IRESI IOI D D 00 HANDLE Z 0.0. Z 14 ENDURA HCISOUO AUA THRESHOLD I o c) vl i7y�S 11 WEATHERSTRIP URETHANE FOAM& 0 ° 1 =°= 3 0° O C, 2 POtYETtdYLENE o o v� 6 6I o tao z 12 NON-COMPRESSION SHIM(0.25"MAX.TI iK.) COMPOSITE HANDLE Ln C) iJ,`. 13 (Nor USED) IIEIGHT 0- F„"a 14 (NOT USED) - CD O 15 410 WOOD INSTALLATION SCREW W/1 1/2'MIN.EMBEDMENT STEEL U 16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL C e ° ° REMARKS BY DATE Add AM.11,WlI'Wi lLack Gt 123/19 17 BUTT HINGE(SEE SCHEDULE SHEET 5) STEEL O ® ° 18 KW IKSET LOCK SERIFS AOU STEEL 19 KWIKSET DEADROLTSEF(IES 780 STEEL ZU O ROCKW ELL MULTIPOINT TONGUE LATCH 0 73228768"UNIT _ ROCKWELL MULTI-POINT TONGUE LATCH 732287808.0 UNIT STEEI tt - B 21 HOPPE MUU-POINT HARDWARE IdLS9000 STEEL i `5111111111Ir2 22 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE.l.H#8784091 STEEI ((j) �Sv,�S F fVo"7,ice' 1 23 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE.RFI 88783923 STEEI l e�5••^"• (C` i J L ®or7 {jI _ 'Nc1�73�77 �O -ST/1TC OF � rY FRAME HEAD/JAMBS ENDURA ZAIL4565F �/ AFCO J-2297 AFCO A-276/P-2000 22 HEAD SHOOT BOLT PLATE(LH) % C "i6answr e1 r� VARIES,SEE BOM AT LEFT THRESHOLD THRESHOLD THRESHOLD �- _-" 11P1nryT'WYY4i411�xmrn r 1 1'--A.56•---1 L�5.62 563" 4.57"--� 1.75" DATE: 02.05,14 4 DWG. Y: CHK.BY: ENDURA ZOBL4565F ENDURA HC15000 ADA HEAD SHOOT BOLT PLATE(RH) GL T1M S$JMSS AFCO H-497 THRESHOLD AFCO A-117 THRESHOLD O THRESHOLD 10 THRESHOLD 23 SCALE: NTS t iI1I LJ DWG,I7:A010871A •"�'��I !/� C�___��S.Da'� l—J�D� SHEET: OFU 1.75- 8 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 A Perfect Solution in Every Drop Dania Beach, FL 33004 954.399,8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@ buildingdrops.com Of JELL-WEN, inc. Design Pro / Smooth Pro Impact Approved For use in the High Velocity Hurricane Zone (HVHZ) for Florida Product Approval IT 4 Current Florida Building Code Method: 1 — D (Engineering Evaluation) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies Product- Design Pro I Smooth Pro Impact.Approved For use in the High Velocity Hurricane Zone Material: Fiberglass Product Dimensions: 3'-0"X 6'-8"(Noininal) 3'-0"X 8'-0"(Nominal) Prepared For: FJ i,5Lr, Nn 4Q1 4, .377&," Prepared by: TATEi O� X Uj Florida Professional Engineer 4 73778 0 R� Date: 04,'0112015N Contents: Evaluation Report Pages I —5 fill I 10"\\ Digitally signed by Hermes F. Norero, P.E. Hermes F. Norero, P.E. Reason:I am approving this document Florida No. 73778 Date:2015.04.02 12:01:15-04'00' BUILDING DROPS. A Perfect Solution in Every Drop Date: 04/01/2015Report No: 3480 Certificate of Authorization:29575 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 Impact Approved 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 1ELD-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 A010871,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 Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing A010871 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions A010871 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 UIL ING DROPS A Perfect Solution in Every Drop Date: 04/01/2015 Certificate of Authorization:29578 Report No: 3480 Quality Assurance Entity: The manufacturer has demonstrated compliance of window 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: SJ W 2013-131-TAS 07/02/13 SJW2013-206-TAS 11/13/13 SJW2013-246 12/17/13 SJW2013-231 12/03/13 SJW2013-251 12/23/13 SJW2013-252 12/23/13 SJ W2013-253 12/23/13 NCTL-210-3925-03 02/07/14 SJW2014-032 04/22/14 SJW2013-194 w/addendum 06/10/14 NCTL-210-3916-02 w/addendum 06/10/14 NCTL-210-3930-01 02/24/14 NCTL-210-3930-02 03/10/14 SJ W2014-073 06/26/14 SJW2014-077 06/27/14 SJ W2014-072 06/27/14 SJ W 2014-080 07/03/14 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 E84-08 Report#: 3113726SAT-001 R1 Report Date:03/13/09 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 5 BUILDING DROPS A Perfect Solution in Every Drop Date: 04/01/2015 Certificate of Authorization:29578 Report No: 3480 4. Component Material Testing of Fiberglass SMC Skin Element Materials Technology ASTM D635-10,ASTM D638-10,ASTM D1929-12,ASTM D2843-10,ASTM G155-05 Report#: ESP010982P Report Date:02/26/13 Equivalence of Test Standards: Various test standards have been evaluated for differences in test methodology, if any, between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. JELD-WEN, Inc. has tested their products to the following test standard edition(s): 1) ASTM E84-08 2) ASTM D635-10 3) ASTM D638-10 4) ASTM D1929-12 5) ASTM D2843-10 6) ASTM G155-05 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E84-09 2) ASTM D635-06 3) ASTM D638-03 4) ASTM D1929-96(2000) e01 5) ASTM D2843-99 (2004) e01 6) ASTM G155-05a After review of the above mentioned referenced standards and editions, it has been found that no significant technical changes have been made to the test standards that would affect the results. All referenced standards have been found to be equivalent.All materials test results meet minimum requirements of the current Florida Building Code. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 5 BUILDING DROPS A Perfect Solution in Every Drop Date: 04/01/2015 Certificate of Authorization:29578 Report No: 3480 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%" Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum 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%" Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (AO10871)for anchor spacing and more details of the installation requirements.. Design Pressure: MAX. ©VEF:ALL DESIGN PRESSUiE (PSF) �� 1 _. —M NOMINAL SIZE i rvt1551LE erONFIGUPATIC'1N IMPACT { ( INSWING OLITSWING ? WIDTH HEIGHT --i -T— RATING b l% V�� J_J 6l, i l L%41 11: _3`Y7! CY SO 77 Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 5