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Home My WebLink AboutProduct Approval I- BCIS Home Log In User Registration Hoc Topin Submit Surcharge Stats IN Facts Publications FBC Staff SCIS Site Map Lima Search bp Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL18582-R2 Application T OF ,. Revision Code Version RECEIVED 2017 Application S tus ^^ p Approved M Q R � 7 ci J�� "Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. ST. Lucie County, Permitting Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (800)663-3667 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email C1 0 Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute LUValidated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Vear ASTM E1886 2005 ASTM E1996 2009 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/02/2017 Date Validated 12/07/2017 Date Pending FBC Approval Date Approved 12/13/2017 Summary of Products FL# Model,Number or Name Description 18582.1 Flush Glazed Fiberglass Door 6'-8"inswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2019 Design Pressure:+55.0/-60.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida i '_:',.. ' I Building Code including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: does not exceed the design pressures listed. 12'-0"x 6'-8" Evaluation Reports max nominal size.Hurricane protective system required in =1.18582 R2 AL 514008A.L)df HVHZ and the Wind Borne Debris Region.See DWG-MA- _L 1F 582 R2 AE 514012A.odf FLO182-15 for additional information. Created by Independent Third Party:Yes 18582.2 Flush Glazed Fiberglass Door 6'-8"Outswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes li3' ' PJii t Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2019 Design Pressure:+60.0/-55.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: does not exceed the design pressures listed. 12'-0"x 6'-8" Evaluation Reports max nominal size.Hurricane protective system required in FL18582 R2 AE 514008A.udf HVHZ and the Wind Borne Debris Region.See DWG-MA- r-1.18582 R2 AE 514012A.tdf FLO182-15 for additional information. Created by Independent Third Party:Yes 18582.3 Flush Glazed Fiberglass Door 8'-0"Inswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes to Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2019 Design Pressure:+45.0/-47.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida I i Building Code including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: does not exceed the design pressures listed. 12'-0"x 8'-0" Evaluation Reports max nominal size.Hurricane protective system required in HVHZ and the Wind Borne Debris Region.See DWG-MA- _L1,, F ; FLO183-15 for additional information. Created by Independent Third Party:Yes 18582.4 Flush Glazed Fiberglass Door 8'-0"Outswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2019 Design Pressure:+47.0/-47.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida o 1`;`,`i ;; i I !0" Building Code including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: does not exceed the design pressures listed. 12'-0"x 8'-0" Evaluation Reports max nominal size.Hurricane protective system required in %1.1;;1=;:Z. EJ_AE_.`I HVHZ and the Wind Borne Debris Region.See DWG-MA- FL01 -15 for additional information, Created by Independent Third Party:Yes 18582.5' Flush Impact Glazed Fiberglass 6'-8"Inswing Single or Double Door w/or w/o Sidelites Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:No Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2019 Design Pressure:+55.0/-60.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida L t ' Building Code excluding the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: does not exceed the design pressures listed. 12'-0"x 6'-8" Evaluation Reports max nominal size.Hurricane protective system not required See DWG-MA-FLO182-15 for additional information. r .! it , Created by Independent Third Party:Yes 18582.6 Flush Impact Glazed Fiberglass 6'-8"Outswing Single or Double Door w/or w/o Sidelites Door NOTICE OF PRODUCT CERTIFICATION Sp CERTrRjC:4 I Company: Masonite International Corporation Certification No.: N1012729.02 C' 1955 Powis Road Certification Date: 07/16/2015 N West Chicago, IL 60185 Expiration Date: 12/31/2019 r Product: Fiberglass Integral Glazed Inswing or Outswing Door w/ and w/o Von-Impact Rated Sidelites atI (w/Wood Frame unless noted) Specification: TAS 202/ASTM E330 Glazing: IG-3mm Tempered Glass The"Notice of Product Certification"is only valid if the NAINII Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at eo..`a.trl:iccrsifiCA001I.ct}t a. NAM 1's Certification Pro ram is accredited by The American National Standards Institute(ANSI). Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number& Outswing Opaque Size Pressures Pressure Rated Comments X L'S Glazed 3'0"x 8'0" +45;47 0.0 psf No ATLNC0427.01 Single +551-55* Maximum Panel Size:3'0"x 8'0" Anchor Dctail-MA-FL0183-1 X O/S Glazed 3'0"x 8'0" 1471/47 5.25 psi' No ATLNC0427.01 Single 6.00 psi' Maximum Panel Size:3'0"x 8'0" 7.05 psI' Anchor Detail-MA-1:1,0183-1 XX I%S Glazed 6'll"x 8'0" +451-47 0.0 psf No ATLNC0427.01 Double 551-55* Maximum Panel Size:3'0"x 8'0" Anchor Detail-:SIA-FL0183-1 XX O'S Glazed 6'0"x 8'0" 147/47 5.25 psi' No ATLNC0427,01 Double 6.00 psf= Maximum Panel Size:3'0"x 8'0" 7.05 psl' Anchor Detail-MA-F1.0183-1 XOiOX I'S GIazcd Door 6'0"x 8V' +45/47 0.0 psf Dour-No ATLNC'0427.01 Single w/Sidelite Glazed Sidelite +55/-55* Sidelite-No Maximum Panel Size:3'0"x 8'0" Anchor Detail-MA-1:1-0183-1 XO/OX O/S Glazed Door 6'0"x 8'0" +47/47 5.25 psi' Door-No ATLNC0427.01 Single w/Sidelites Glazed Sidelite 6.00 psr- Sidelite-No Maximum Panel Size:3'0"x 8'0" 7.05 psr Anchor Detail-MA-FL0183-1 OXO US Glazed Door 9'0"x 8'0" +45/47 0.0 psf Door-No ATLNC'0427.01 Single wiSidelites Glazed Sidelites 1551-55* Sidelites-No Maximum Panel Size:3'0"x 8'0" Anchor Detail-MA-11.0183-1 OXO O/S Glazed Door 9'0"x 8'0" +47/47 5.25 psi' Door-No A"I'LNC042701 Single wLSidelites Glazed Sidelites 6.00 psf Sidelites-No Maximum Panel Size:3'0"x 8b" 7.05 psP Anchor Detail-MA-F1.0183-1 OXXO I/S Glazed Doors 12'6"x 8'0" 145i-47 0.0 psf Doors-No ATLNC0427.01 Double wiSidelites Glazed Sidelites +55/-55* Sidelites-No Maximum Panel Size:3'0"x 8'0" Anchor Detail-NIA-FL0183-1 OXXO O-S Glazed Doors 12'6"x 8'0" +47/47 5.25 ps(' Doors-No ATLNC0427o1 Double w,Sidelites Glazed Sidelites 6.00 psf- Sidelites-No Maximum P;mel Size:3'0"x x'0" 7.05psi" Anchor Detail-MA-FL0183-1 *Requires Surface Bolts 'Bumper Threshold =Z-Series Threshold 'Denotes Iligh Dam Threshold Design National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes,V 230 Tel: (804)684-5124/Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: LFIBERGLASS �iLG(�� 149'MAA'.OVERALL FRYE ILIA O FLUSH GLAZEDOOR UNIT 23"IEAX 36375'MAX. 37.3'uAx. O 5-B"GLAZED DOUBLE ITH/NRTFIOl17 SID8JTES D.M. IES w —{ FRAME WIDTH D J IES NO 13 I. EVALUATED FOR USE IN IDEATIONS ADHERING TO µl O Q THE IREMEM BALDING COD_AND WNEfI£PRESSURE I tL d U DEOUNR£1OAM AS DETERMINED BT ASCE 7,MIN3MILIM DESIGN LOAM FOR BUIJXVGG AND CTIf_'R STRUCTURES. DOES NOT EXCEED TME DESIpI PRESSURES USIED. Lo h U 2. WEN INSTALLED IN TIRE MGN%ELOCR"HURRICANE ZONE(MMI}. HIRRIC/1NE PROTECTIVE SYSTEM(SKUTTERS)IS REOURED. i WHEN INSTALLED IN THE NAND-BORNE DEBRIS REGION, e EX CLUOING THE IIGI VELOCITY HURRI(YNE LONE(MMI), C HURRICANE PROTECTIVE SYSTEM IS NOT REO'JRED ON PANELS WRH IMPACT GLASS.BUT IS REQUIRED ON PANELS rr�I W'TR NDN-INPACT GLASS. AO 4. POLYLRETNANE CORE FAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E04. POLYSTYRENE CORE MME SPREAD INDEX OF 15 AND SMCKE DEVELOPED INDEX OF 115 PER ASTM ED4. 9 5. PLASTICS TESTING OF FIBERGLASS FACING: TEST OESCRPTIO N DESIGNATION RESULT SELF KpYTgN TEW ASTM D7920 732 T>I30'F 1 o J TWE iAIING A51M D67S 0.00 N YIN `I I� SMOKED TRD ASTM OM3 31A TENSILE STREMLM ASTM OW! I3.17L pfF 41 I. PLASTICS TESTING OF URE FRAME MAIM. TEST DESCRIPTION DESIGNATION 11[91LT ODILBLE DOOR UNITJTLSIOEN^Ec n n SELFIGNITION TIU P I ASTM D1929 1 740 T>�O T -RATE OF 9URNM�G ASTM D835 0.77 SYONE DEHSIIY _ ASTM D2847 17.4W ��b ,j TENSILE STREIIGIM ASTM D83B -7301 DIFF GMYiR AIZp/141 •45W HOU ARC M AFTER MEATI T.-I-A i DIIIRk*+I��11 L7 DOUBLE DOOR u/WT SINGLE WOR UWT SINGLE DOOR JAILT SINGLE DOOR UNIT w/RXa RR P2(4#F DOOR UNIT w.srDEurEs WITH Simi yY]TH SIDELrtE WATER IE 1`51 OF DESIGN 9Mt 8 10 TS TABLE OF CO DESIGN PRESSURE RA1WG REDLINED TO BE t5t OF DESIGN PRESSURE MAX NDT11 I - O M DAMscot N.T.S.SILK DESCRIPTICA + + . - +35.0 - t - + at/.0 er sws i TYR_CN.- EVAY DNS B GENEl6LL ♦ + .0 + - - r - + a1 -_ ANClNORIgG l�Gl`N.7N5 DET w + + - A t - + • -+. ew.NII. ANCHORING LOCATIONS R DET 11 + A f -]SLS i - H. - KURT BLL7HAZORyN Hp: I+ A + i40. +4. ff.ORIDI P.E. DNFw-ilOtDt-1 Oxxo 149- _ - _ _ _ lS85J3 ,__ T91QT ( -or, I - a ro o 6'— — SEE OEtAR o 3. —6' Q l0 CL F= • I I I �6' e'-•i — a, e.�I 1 I 1 1 1 I —�a_ E. �_ , I �O n� SEE oula SEE DUAR SEE DEfAR 'C• — A — 1tl e — — t• • a h •_ L r g•3' I a 3. 3' 3 3' 3' 31 a. 11:77 1 6r, 6 6' r SEE I. MY"bIUM r /8 x 2-1/2' LrvAre.x:�t /8 x 2-1/2" /10 x 2" /ASTRAGAL RETAINER BOLT HOLE /10 x 5/8' MUST BE DRILLED THROUGH 18 x 2-1/2" 110 x 1" ----- THE THRESHOLD k INTO THE /10 x 5/8' DETAIL •E•ASTRAGAL STRUCTURE DEEP ENOUGH ATTACH ASTRAGAL RETAINER BOLT FOR A 1.375' THROW 110 x 2" STRIKE PLATE TO FRAME OETAIL "F"ASTRAGAL FRAME / DOOR AS SHOWN. DETAIL "D' DETAIL 'C" 0.12,•AwFum 0a0AAmE.•ron rAc,ar 0.50' TYPICAL 0n00•sAn[x N0 Lo►Tww1 \ 0.12/•ANwwm— --.W2e IDIP. ( f—.aN•lE�i. T HNDICAP RE ATHSHO W 1 APPLIED rAC"W Aswlm A. �y A ;A 4 °�8/10 75� 1 0.962'' �' r r•' 1 �'+•r N.75. 1.375�4._J r� 1.7V 1.04'r `1.o4r T =., r•... r i,.,i on w: SN5 s�0e �� ® T_pY ICAL GLAZING DETAIL TYPICAL GLAZING DETAIL °A""1O INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM 0/5 THRESHOLD IMPACT RA TEQ_C(�4S NON—IMPACT GLASS SEE DETNL 'E-SHT.2 _L 3- B• i 3- 3• _ 3• r 3i U Q J g• 6 -�_I_ - s• e e 1 o I� s SEE DG�NI Ln U Y D. 2 2 _I + -3 SEE EIEENL )� _ SHE 2 �. p- ( —I C.— CA C all i o 3' k1 I I I e SEE DETNI Y SHt.2 6- HFRDWARE 1.'KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND s+ AT_TACHMENI_DFJL41. (SE��80 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED 1. ANCHOR ANALYSIS FOR LOADING IONS P D, AT 5-1 2" CENTERLINE. SIGNED AND SEALED BY ROBERTO L r-- +25' 2. 4- X 4" FULL MORTISE BUTT HINGES. (FLORIDA #62514) WITH THE LOWEST (LEAST) MN :-j c 0151 v FASTENER RATING FROM THE DIFFERENT FASTENERS — tA 3 1/2'CORNUDA� /6 <I BEING CCNSIDERED FOR USE. JAMB, HEAD, AND �.j5 �� FNNOOY 7oc NN IEoc a THRESHOLD FASTENERS ANALYZED FOR THIS UNJ INCLUDE Cl #10 WOOD SCREWS, 1/4" TAPCONS, AND ,#10 TEK SCREWS. —0.25' A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACHM ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". TYPICAL 7 l WCOD SCREW EDGE DISTANCE MIN 3/4•. TEK SCREW EDGE ANCHOR NATION I i DISTANCE MIN 1/2'. L cL — I 2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO 1X BUCK MASONRY COMBINATION WOOD COMBINATION WOOD ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM !—_ _0.25 %V2 2 Si ANI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT M EACH END OF 1-1/2" MINIVUM EMBEDMENT. THE TAPCON MUS' ACHIEVE CL.I I- Eera.blEW —1 — B/IOhS MINIMUM EMBEDMENT OF 1-1/4", y .I, Oriiio�►tN o119t / _ N.T.S. _ 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO - Ora„Mt � TRANSFER LOADS '0 STRUCTURE. TYPICAL WOOD BUCK 5. MINIVUM DESIGN VALUE STRENGTH OF ANCHORS 155 LES. ANCHOR INSTALLATION - INTEGRAL WOOD IL. MULLION (CHS) ��a� L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer Masonite Lewisville,NC 27023 Report#: 514012A 434-688-0609 Date: 1011012017 Test Report:-N/A Product: Double Door With and without sidelites 12'x6'8"(composite 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/4 w/out gap: a. With threads present in shear plane Fastener type:#10 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 penetrotion: p: 1.140 in Screw bending yield strength: Fy,= 80,000 psi Side member: PVL Main member: Spruce-Pine-Fir(6=0.42) Side member thickness: t,= 1.000 in Main member thickness: tn= 1.500 in Side member dowel bearing strength: F.= 10,000 psi Main member dowel bearing strength: F,,,,= 3,350 psi Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: 1m= 1.140 in Mode Ir, Mode I, Mode II Mode III, Mode III, Mode IV qm= 636.5 lbs/in qs= 1900 lbs/in A: 0.0005 A: 0.00066 A: 0.00092 A: 0.00105 P= 725.61 lbs P= 1900 lbs B: 1.07 B: 0.57 B: 0.5 B: 0.000 K,= 2.400 Ko= 2.400 C: -681.799 C: -253.623 C: -521.824 C: -93.6 Z•= 302 lbs Z,= 792 lbs P= 510 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs Ko= 2.400 P= 324 lbs P= 529 lbs P= 299 lbs Min.Design value: Z= 125 lbs Z= 212 lbs Kp= 2.400 Ko= 2.400 Ko= 2.400 Duration Factor: Ca= 1.6 Z= 135 lbs Z= 221 lbs Z= 125 lbs Agowable Design Value CZCo): Z'= 199 lbs/anchor Fastener type: 1/4 ITW Topcon Tabulated values N.O.A.16-1222.06 edge spacing(in) Substrate: Hollow block distance 2.00 4.00 Minimum embedment: 1.25 in 2.00 130 1 161 Actual edge distance: 2.50 in 4.00 163 j 202 Actual C To C spacing: 3.00 in Allowable Design Value: Z..= 155 lbs/anchor(per interpolation when needed) Fastener type: #10 Self tapping screw (Calculations per 2015 Aluminum Design Manual,section J.5.5) Nominal screw diameter: D: 0.190 in Screw root area: A- 0.0151 int Actual edge distance: de: 1.085 in Screw shear ultimate strength: F,,, 54.0 ksi Per table J3.2 of 2010 Steel Construction Manual 14th Edition Side member material: Vinyl PVC Main member material: 6063-T5 aluminum Thickness: t. 1.000 in Thickness: t2 0.052 in Ultimate tensile strength: F,_t 14 ksi Ultimate tensile strength: F,2 22 ksi Nominal strength per bearing(side member): Rn=20t,F,,, Rnl= 5320 lbs (Eq J.5-12) Nominal strength per bearing(main member): Rn=20tzF.,z Rn2= 435 lbs (Eq J.5-12) Nominal strength per tilting: Rn=4.2(t2'0)'/2F.-z Rn= 478 lbs (Eq J.5-13) Nominal screw shear strength: Rn=A,Fw/125 Rn= 654 lbs (Eq J.5-14) Safety factor: n=3 Allowable shear and bearing capacity: Po 145 lbs/anchor Fastener type: #10 Self topping screw (Calculations per AI5I-5100-12,sections A2.3.2 and E4.3.1) Nominal screw diameter: D: 0.190 in Screw shear ultimate strength: F. 54.0 ksi Screw root area: A, 0.0151 int Per table J3.2 of 2010 Steel Construction Manual 14th Edition Side member material: Viryl PVC Main member material: Metal framing Thickness t, 1.000 in Thickness: 1, 0C.. '- Ultimate tensile strength: F.-, 14 ksi Ultimate tensile strength: F.2 D} Nominal strength per tilting: Rn=4.2(t23D)1/2F,z Rn= 1001 lbs (Eq E4.3.1-1) c S • L OA,� Nominal strength per bearing(side member): Rn=2.7Dt,F,,, Rnl= 7182 lbs (Eq E4.3.1-2 and-4) ��J� • %9�// Nominal strength per bearing(main member): Rn=2.7Dt2F,2 Rn2= 1280 lbs (Eq E4.3.1-3 and-5) �� •• �Ci E N 9' j Nominal screw shear strength: Rn=A,F„/1.25 Rn= 654 lbs • ` •• � C Safety tactor. n=3 _� *• 0 51 ar Allowable sheand bearing capacity: Pa 218 lbs/onchor • i Minimum anchor capacity: 145 lbs/anchor TATE OF • Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. O 4 • "� • �Z O V)t" �'�� S/ONAL E?G�\� 011(iwO Luis R. Lomas P.E. FL No.: 62514 1 of 4 10/10/2017 L. Roberto Lomas P.E. 1432 woodrord Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514012A 434-688-0609 Date: 10/10/2017 rllornas<1 �.com AncWr calculations,minimum required anchors 36.38 36.38 Design pressure: 60.0 psf -i 1 Al Al Area Load Ind. Mnx. Anchor A3 y Zone 2 O.C. Cap. Load Result 79.25 (ft) (lbs) (n) (in) (lbs) Qy (lbs) Al Al Al 2.3 138 N/A N/A 145 1 138 OK A2 7.7 463 6.00 21.00 145 5 93 OK 72.75 A3 7.7 463 N/A N/A 145 1 4 116 OK 37.50 36.38 36.38 37.50 Design pressure'. 60.0 psf ` -- - 1 Max. Anchor Area Load Ind. Al A4 At Al Zone h21.00 Cap. Load Result Y Y Y Y (ft') (lbs) (in) (lbs) Qt' (lbs) A2- j j 79.25 Ai 2.4 146 N/A 145 2 73 OK i Al A4 A4 Al Az 7.9 473 6.00 145 5 95 OK A3 7.8 468 N/A 145 4 117 OK 147.75 A, 2.3 138 N/A 145 1 138 OK A5 7.7 461 N/A 145 4 116 OK Anchor Locations: Double door i 36.38-__- ------- ^ - ---a 6.00 TYP. /f 6.00 TYP. 18.19 TYP. 3.00 - 6.00 T- 18' , MAX O.C. i t I 79.25 1 / 6.00 V v �CENS 9cr�-0�- *• 51 :* -A , TAT E OF P ' /ON Al- Luis R. Lomas P.E. FL No.: 62514 2 of 4 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer. Masonite Lewisville,NC 27023 Report#: 514012A 434-6MOW9 Date: 10/10/2017 rllomasa.!` Double door with sidelites -----37.60 —36.38-- --_______-36.38-- ----.37.50 --•.. 18.76 TYP. 8.00 TYP. 8.00 TYP. 18.19 TYP. 3.00 TW. T—6.00 18' MAX O.C. 79.26 6.00 R L 0�J J . q �,,• �CENSF,s Oa 5:4- TATE OF � . x. �0 N AL Luis R. Lomas P.E. FL No.: 62514 3 of 4 10/10/2017 L. Roberto Lomas P.E. 7432 Woodford Rd. Manufacturer: Masonite LewovMe,NC 27023 Report* 514012A 434-688-0509 Date: 10/10/2017 ri loris as(c-Nrlomasce.cam Installation instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMI NG OR 2X BUCK USE 910 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2" MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4"TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" 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 2,000 PSI. C. MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Frr=2,000PSI MINIMUM. D.METAL STRUCTURE STEEL 18G(.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. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2"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 1-1/2"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 1X 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. `\\x,51 l til l l Ll0 4.- TATE 0aHr 5 o OFZORMt- • �; • �<v 4NA1- Luis R. Lomas P.E. FL No.: 62514 4 of 4 10/10/2017 L. Roberto Lomas P.E. 1432WOodaordRd. Manufacturer: Masonite LewtvNe,NC 27023 Report#: 514008A 434-688-oco9 Date: 10/10/2017 rllomas Ir(omasqe.co�� -- --- Test Report: N/A Product., Double Door with and without sidelites 12'x6'8"(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/&w/out gap: a. With threads present in shear plane Fastener type:#10 wood straw (ND5 2012,ND5 2015,TR12) Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Root diameter: Or: 0.152 in Moment arm: 0.0000 in Minimun required penetration: p: 1.140 in Screw bending yield strength: Fb= 80,000 psi Side member: Douglas Fir-Larch(6=0.50) Main member: Spruce-Pine-Fir(6=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: Fes„= 3,350 psi Side member dowel bearing length: I,= 1.000 in Main member dowel bearing Iwngth: Im= 1.140 in Mode 7,,, Mode I, Mode II Mode III,,, Mode III, Mode IV qm= 636.5 lbs/in qs= 884 lbs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.00135 P= 725.61 lbs P= 884 lbs 8: 1.07 8: 0.57 8: 0.5 8: 0.000 Ko= 2.400 Ko= 2.400 C: -427.674 C: -253.623 C: -267.699 C: -93.6 7-= 302 lbs Z,= 368 lbs P= 331 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs Ko= 2.400 P= 297 lbs P= 319 lbs P= 263 lbs Min.Design value: Z= 110 lbs 2= 138 lbs Ko= 2.400 Ko= 2.400 Ko= 2.400 Duration Factor: Co= 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs Allowable Design Value(Zr,): V. 175 Ibs/amhar Fastener type. 1/4 ITW Topcon Tabulated values N.O.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,,= 158 lbs/anchor(per interpolation when needed) Fastener type: #10 Tek screw Substrate, 18 GA,Steel Tabulated design value= Z= 1266 lbs Safety factor: Fs= 4 Allowable Design Value(ZFj: Z'= 316 lbs/anchor Minivan anchor capacity: 155 lbs/anchor Note:Anchors with the!seat capacity is used for calculations to quality anchors with higher capacity. Anchor calculations,minimum required anchors 36.38 36.38 Design pressure: 60.0 psf t Max. Anchor Al Al Zane Area Load Ind. O.C. Cap. load Result AzY Y 79.25 (ft) (lbs) (in) (in) (lbs) Qty (lbs) Al )i A, 2.3 138 N/A N/A 155 1 138 OK -� AZ 7.7 463 6.00 21.00 155 5 93 OK 7275 Ag 7.7 463 1 N/A I N/A 155 3 194 1 OK 37.50 36.38 36.38 37.50 Design pressure: 60.0 psf t ---t --•-- Area fond Ind. Max. Anchor �\� S R• 0 Aj i a I Y Y I Z°"` t O.C. Cap. Load Result �� J`, • (f+) (lbs) (in) 4tv CC E A2� (in) (lbs) (lbs) �\ s� qtr i 13 A5 A3 79.25 A, 2.4 146 N/A N/A 155 1 1 146 OK r e Al A4 A4 Al At 7.9 473 6.00 21.00 155 5 95 OK *e 0 •51 A3 7.8 468 N/A N/A 155 4 117 OK r • 147.75 A4 2.3 138 WA N/A 155 1 138 OK �� • TAT OF A5 7.7 463 N/A N/A 155 3 154 OK i 6c' �''�� 1ONAL�E�\�� Luis R. Lomas P.E. FL No.:62514 1 of 4 10/10/2017 L. Roberto Lomas P.E. 1432WoodfoyRd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514008A 434-686-0609 Date: 10110/2017 rllomas(a lrlomasoe.com Anchor Locations: Double door — — 36.38-- --- 38.38 — 6.00 TYP. 6.00 TYP. 18.19 TVP. 3.00 TVP. l 6 DD UUI 18' MAX O.C.f i 79.25 i i 1 6.00 L o't1 Cla 5�1 TATE OF • �� S'ON A i 0a�\\� Luis R. Lomas P.E. FL No.: 62514 2 of 4 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisviue,NC 27023 Report#: 514008A 434-688-0609 Date: 10/10/2017 Iomas(c)lrlomaspe.Con, Double door with sidelites _.._ --37.50. -- _ - _. _. _. - 36.38 __ -- __. 36.38 - _ _.__37.60 18.75 TYP.—� 8.00 TYP. 6.00 TYP. 18.19 TYP. I 8.00 "T- 1 e- MAX O.C. J-- 79.25 6.00 v••��G E!V S� 0 51 I ztl�- zz �y0 • TATE OF : OrOR Ot ; . <v 10NAL,E�� Luis R. Lomas P.E. FL No.: 62514 3 of 4 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewavft,NC 27023 Report#. 514008A 434-688-0509 Date: 10/10/2017 rllomas aairlomaspe.con, Installation instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE#10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2" MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4"TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW, 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE 410 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 2,000 PSI. C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. D.METAL STRUCTURE:STEEL 18GA(.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. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2"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 1-1/2"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 1X 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. \��J�S R ' C�`� _ *� Ci E IV 0 5 TAT OF ZZ 1� oft 0 RIP /S1aNALt 111 �E�0`� Luis R. Lomas P.E. FL No.: 62514 4 of 4 10/10/2017