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WS-14-2720Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-226549 Permit Number: WS -12-14-2720 Scheduled Inspection Date: January 20, 2015 Inspector: Rodriguez, Jorge Owner: SMITH, PAUL Job Address: 65 NE 92 Street Miami Shores, FL Project: <NONE> Permit Type: Windows/$hutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132060130260 Contractor: LOWES HOME CENTER INC Phone: 407/370-2872 Department comments REMOVE AND REPLACE 3 DOORS INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-225816. CREATED AS EW REINSPECTION FOR INSP-225126. Provide letter from Arch/ Eng for structural attachment with 2 X Not ready Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. January 16, 2016 For Inspections please call: (305)7624949 Page 22 of 32 GENERAL NOTES This Signed and Sealed Design Applies to the Installation of Newt"x PT Wood Bucks to Existing Substrates, As Shown. No Other Warranty, Express or Implied is Intended. This Design is Based on Information Provided to the Engineer by the Contractor. Contractor Shall Field -Verify Existing Conditions and Immediately Notify Engineer of Any Discrepancies Herein. This Design Shall Not Be Valid if Existing Conditions Are Other Than as Shown Herein. All Work Shall be Performed in Accordance with the 2010 Florida Building Code, and Local Codes and Ordinances that May Apply. DESIGNNOTES Wind Loads Calculated in Accordance with 2010 FBC and ASCE 7-10: V ul t=175 mph, Exp=C %4' Tapcons in Single Staggered Row, 12" o/c, 4" from Ends (Min. 13/4' Embedment, Min. 2Y2' Edge Distance in Concrete) v Tx PT Wood Concrete or Grout Filled Masonry Block NOTE: New Bucks Shall Extend Beyond the Interior Face of the Door Frame Such that Full Support of the Frame is Provided and Bucks will Adequately Transfer the Loads Imposed upon Them to the Surrounding Structure, Meeting the Requirements of the HVHZ, FBC 2010. CATEGORY Jr' Engineering Services, Inc. 1600 S. Federal Highway. #207 Pompano Beach, FL 33062 (954) 784-6991 WOOD BUCKS FASTENING TO EXISTING SUBSTRATES Smith Residence,65 NE 92 St, Miami Shores, FL Dwg: #ECL S1150108 Rev: 0 1 By: AS I Sheet: 1 of 1 Date: January 8, 2015 Digitally signed by Emma T. Mellinaer, PT Fl 50049 Date: 2015.01.09 08:27:30 -05'00' Emma T. Mellinger, P.E. FL PE #50049 Revisions CA #25854 Miami Shores Village Building Department DEC 1220% 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 BUILDING Permit No. uz 1 kA PERMIT APPLICATION Master Permit No. Permit Type: BUILDING JOB ADDRESS: 65 Qi _ Ct-), S -C VOIC ROOFING City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: (I 3 �1-0(- O 1'S o�44-0 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): �.�ic S' k"CL4 Phone#(3A& Address: US NrG !3.21, g7 City: _ Mk' wort � 5 CLrt_S State: V--(- Zip: 3'2 9 19 19 Tenant/Lessee Name: Email: 0.'j' -A_ Phone#: CONTRACTOR: Company Name: C DWS 'tAow\(,,Phone#: Address: `O -k-4 t `-"0'?, City: ®D-'zo Qualifier Name: �(P Zip: &-A % 19 Phone#: 16-0 X15 State Certification or Registration #: C C --C rS0 %q t -1 Certificate of Competency #: Contact Phone#: DESIGNER: Architect/Engineer: Email Address: 1 N r-7 Q f_c Q e -A 1 JG -_T Value of Work for this Permit: $ 3 Cod' 515 Square/Linear Footage of Work: Type of Work: ❑Addition U5 iteration LINew ❑Repair/Replace ❑Demolition Description of Work: �•��o�i L_ a- VefUN.0—L Z 01)0fLs Color thru tile: Submittal Fee $ v Permit Fee $ J CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ 4 - L_ i 0 Bonding Company's Name (if applicable) IL Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of co e e t must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued Int a sence of such posted notice, the inspection will not b�proved and a reinspection fee will be charged. Signature_(///J <_�„ V Signature Owner or Agent The foregoing instrument was acknowledged before me this day of �',�`�')' `. 204 by !LiLd who is personally known to me or who has produced [)L As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: LX:' "i My Commission OORIANIIE MERCADO NMI P*ac - $to a FlorW Mfr Coss>sns. Exp1m Apr 16. 2018 Comission • FF 119847 Contractor The foregoing instrument was acknowledged before me this is day of sN of 2014-, by 'Pepoe- mg -t y who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: _ Print: WIALv-0Y-4a9 a My Commission E ire IN rrc� weooNAoo . Nogrfr PMti4 - llMt d RiNNe Mfr Com. low Oq to. IN APPROVED BY +� �% I' Plans Examiner Zoning Structural Review (Revised 3/12/2012)(Revised 07/10/O7)(Revised 06/10/2OO9)(Revised 3/15/09) Clerk y iialls4tar;�ir iA Lt 147k1, "x COWW Evul a vak 1e $I Is taNiixA np,sC » Zt�t� 7i ktotigs '�:x�..• f�,� tiGi�lkVltAE tat�'NGd�U �I'if t9 tE� S "' now wavom Dec,12. 2014 11:52AM Florida Land Use Consultants $Iph, Ta*-. llegtor Local Business Tax Rai' Wpt ' Orange Couli ►; Flaxida iecalp! is N aOd�lnn 1p auMi not Iq iau,af arty ar119f lax tlQSlaetl nY raw e<munklpal erdlriarKs ,�uairioasoa dro.s oLk 10 repufMM Of WMV,10910h and of wr• rooelpl a voEd 4 wn Oa pyer t 1Faau9h 5�aptembaraa at mmrp! Xo% DeQngge ntpatrallY 10 added DMobat t iou, . EXPIRIM. ..9f3A!?0'15 1H[jROO RALE MOD 2•EMPLOY � 1ab4PLOy. Ftp qEDRQLlANGGQ $30.00' 2,KMP bhhlE880ICE $3b,O0 2EMPLOYEEE'�. 590.00 40,0D CA AROPETER ANT}10HYIII dMALMER -;l HOMH•C�17ER5 U -C 22825 *3r; IILRDf ♦ Q ARCIRS7FRANTHONY 111 rQ�r •�17 LUM. R AN1'NONY ill � k r OPLANDo F • 204,0=5732 Rdm=ta • T`�^ ""�:� M.��;,LLw>Mn v�rkiankf by �r� �X rntkolnr_ No. 5854 P. 2 STATE OF FLORIDA DEPARTMENT OF BUSINM AND PROFESSIONAL REGULATION CONSTRUG704-INDUSTRY LICENSING WARD (8�Uj 487-1396 1940 (NORTH MONROE STREET. TALLAHASSEE FL 32399-x783 --d- Lr, z CAPARO, PETER'-ANTkj0NYlli LOVE'S HOME CENTERS, LLC PO a OX Tel 693 ORLANDO FL 326784993 .u'afionst Willi this liaertse yyoou bgwme one of the nes "I Con"re oM m Ilion Floldiam fioansed by the Department of B.rsl less ane Prjfass(:)rrat RbguWorn Our prafloadomis slid b-.rsinawes range from ard�ilecls toyacbtbrakers Iran boxers la barbeque reslauran`s and thsy keep Fioddas ectnamy slratg. Everyday we work Wrnprora The way we do bwkness to order to serue.yau belter. For inforrraCol about hir ssniaes, pleasa log onto www.rnyflorldaiwao.corn. Them you can find nord information about our d-.Adw s and the reg Ualtons that impact you, subscri be to departrrenl newsleJers and lean more aboul the Depa-MmCs lnitratves, Our mission at the Dgmrtmani is; Linensa EEBclerfy, Regulale Fairly, %%owstarrlf�yy skive to servo you bade r so that you can Ferve your customs rs. 7t alk yo -a fo r doing buslness In Flard a, and congatutaWis onyWr new Ikensel DEWUH HERE UTATE .OF DEPAR'TM • -PROF GOC95013477 NESS AND B/0312Q14 fw1S GrYt:�IF�EQ uader.rtie Fra siona ei'ar.' Er'gyWilia :-A�Q 31;�18 ... Lfi980370C33G? RICK SCOTT, GOVERNOR KEN tAWSON, SECRETARY 15TATE'OF-FLORIDA _DEFARTMENT W BUSINESS A60 PROFESSIONA1,REGULlAMON } GI1NSiRtICTID 1 INDUSIERYUtENSINGBOARD AOL :. . �, ! .The',GEtdERAr:CO�ITRAC7lOR MW ` 144-dd 4je6ow 15 C ERTIFI ED +-:Under•It►�-pn:iv_lnlons"of-C�tepter�189fS. Expfra8oia�dale: AUS 31; 3q 1.6 CA ARO; PATE ANTHO Lowe's Millwork Site Plan 3 13 4 14 5 15 16 7 17 8 is 19 10 20 Structure: SFR —V/Condo/Twnhse —# of stories -1-- 1 11 1 Ll Mean roof: Height a�r4Length4Owdth5f 0 Project: Windows Doors Condo/Twnhse: Corner Unit(VN)L if(Y) size: Doors: Overhang(Y/N): 4— if(Y) size Shutters present(Y/N):,rL( if(Y) . type– 1-11-141 *,Indicate alternate means of egress on drawing* Indicate interior layout to include bedroo M!:� -J11 OREA! 0 Uvit,41 - 12 0,14 fl kA rel I. A.r - M W �4 o 'Pow cw Customer Name: I I Address 3) t131 *FN)ea sure. ail openings to apply 25% ru le.* - CA ON I Cr MN Z < cr C o UJ < - f UL -J C -J LJ < Ir Z UJ Z :75 0 C LJ UJ < LJ WIND10 Detailed Wind Load Design (Method 2) per ASCE 7-10 Analysis by: EDWARD TORRES 841 GARNET CIRCLE WESTON FLORIDA 33326 PHONE 954 559-0290 AR# 094792 Description: PAUL SMITH 65 N.E 92 STREET MIAMI SHORES FL. User Input Data Importance Factor 1 1 Structure Type Building Table 6-2 Values Basic Wind Speed (V) 175 9.500 1000 zg = 427.06 A.'..' --Il 990 C 730 0.925* 1+1.7*lzm*3.4*Q /(1+1.7*3.4*Izm) 980 1 960 4.0 J]Deg 950 18.4 0000. 940 Hipped .. 930 1 0.105 920 5.00 Bm = 910 1100900 0.200 I = 8.00 tsvu 1 51.00 Ift 880 L49.00 I ft 860 850 840 830 0.16 820 No 810 800 Calculated Pararrieters Importance Factor 1 1 Hurricane Prone Region (V>100 mph) 780 Table 6-2 Values Alpha 0.00 9.500 0.2281 0000.. zg = 427.06 A.'..' 1 900.000 0.9202 0000.. 730 0.925* 1+1.7*lzm*3.4*Q /(1+1.7*3.4*Izm) 0.8830. 580 0 •11 570 Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 • • • -0.18 .. 0000. . . .. 0000.. At = 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 I = 500.00 ft Epsilon Zmin = 15.00 ft .... 800 - - - 7901 For rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.85 • 780 Max - 770 Zmin 0.00 760 Cc * 33/z ^0.167 0.2281 0000.. 750 1*(zm/33)"Epsilon 427.06 A.'..' 740 (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 0.9202 0000.. 730 0.925* 1+1.7*lzm*3.4*Q /(1+1.7*3.4*Izm) 0.8830. 580 0 •11 570 Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 • • • 540 520 510 500 490 480 470 460 550 sin Condition Gcpi Max + Max - Open Buildings 0.00 .. 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 0000.. -0.18 Enclosed Buildin s1 0.18 1 -0.18 12/5/2014 .000.0 Developed by Meca Enterprises, Inc. Copyright 2006 Page No. 1 of 5 0000.. .. . . . 0 . .. 0000.. . . 0000.. . 0000.. 0 0000. .. 0000. . . .. 0000.. 0 0' . 0 .000.0 .0011. 0000.. .... 0000 Developed by Meca Enterprises, Inc. Copyright 2006 Page No. 1 of 5 12/5/2014 WI. -.0 Detailed Wind Load Design (Method 2) per ASCE 7-10 420 410 400 390 380 Kz Kzt qz Ib/ft^2 Pressure Ib/ft"2 Windward Wall* Leeward Wall Total Shearq +GCpi -GCpi +G pi -GCpi +%-Gcpi (Kip) 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.00. 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.00 0.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.00 0.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.00 0.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.00 0.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.00 0.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.00 0.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62,04 0.00 0.00 15 0.85 1.00 66.55 38.15 52:37 -23.90 -9.68 62.04 0.00 0.00 15 0.85 1.00 66.55 38.15 52.37 -23..90 -9.68 62,04 0.00 0.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62,04 0.00 0.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62,04 0.00 0.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.00 0.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.00 0.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.00 0.00 15 0.85_ 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.00 0.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.001 0.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.001 0.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.00 ... Q, 15 0.85 - 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 • 0.00 0.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.00 •0.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0 00 2.00 15 0.85. 1.00 66.55 38.15 52.37 -23.90 -9.68 62.0400 0,00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.9,00 • 0 0 0!00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 . • D QO .. Opo 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 .. • POO • Q j1b 15 0.85 1 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 ... DAO 0.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 nl) 0.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0*00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 .. M -Q'W 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.00 • • • 9.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.00 0.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.00 0.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.00 0.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.001 0.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.00 0.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.00 0.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.00 0.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.00 0.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.00 0.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.00 0.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.00 0.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.00 0.00 15 1 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 1 62.04 0.00 0.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.00 0.00 11 Developed by Meca Enterprises, Inc. Copyright 2006 Page No. 2 of 5 12/5/2014 WIND10 Detailed Wind Load nP.inn rnnathnrt')) nar ACrG 7-11l •...�...........vv., uv< < Vv IU ulc I(3lic QnU 1)1UY.cILIVe IUIL;CS HGL dWay IFUIFI the face. Figure 6-6 - External Pressure Coefficients CP Loads on Main Wind -Force Resisting Systems jMethod 2) 14 I L z Theta h Variable 0.85 1.00 66.55 38.15 v 52.37 23.90 -9.68 62.04 0.00 0.00 39.50 psf 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.00 0.00 11250.85 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.00 0.00 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.00 0.00 0000.. 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.00 0.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 1 0.00 0.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.00 0.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.00 0.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.00 0.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.00 0.00 15 0.85 1.00 66.55 38.15 52.37 F -23.90 -9.68 62.04 0.001 0.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.00 0.00 15 0.85 1.00 66..55 38.15 52.37 -23.90 -9.68 62.04 0.00 0.00 15 0.85 1.00___66 55 38.15 52.37 -23.90 -9.68 62.04 0.00 0.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.00 0.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68. 62.04 0.00 0.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.00 0.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 0.00 0.00 15 K1_L_. 0.85 AN 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 47.46 355.97 •...�...........vv., uv< < Vv IU ulc I(3lic QnU 1)1UY.cILIVe IUIL;CS HGL dWay IFUIFI the face. Figure 6-6 - External Pressure Coefficients CP Loads on Main Wind -Force Resisting Systems jMethod 2) 14 I L z Theta h Variable Formula Value Units Kh 2.01*(15/zg)^ 2/Alpha) 0.85 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256*(V)^2*1*Kh*Kht*Kd 39.50 psf Khcc Comp &Clad: Table 6-3 Case 1 0.85 11 Qhcc .00256*V^2*1*Khcc*Kht*Kd 1 39.50 1 psL_j Wall Pressure Coefficients, Cp Surface Cp Windward Wall See Fi ure 6.5.12.2.1 for Pressures 0.8 Roof Pressure Coefficients, Cp Roof Areas . ft. _ Reduction Factor 1 nn Developed by Meca Enterprises, Inc. Copyright 2006 Page No. 3 of 5 0000.. 0000.. 6 0000.. 0000 6 .0000. 0000 . 0000. 90.00. . 0. 0000. :00 0000 . .. 0000.. 0000.. 0 . . . . 0000.0 .0000. .00 00000. 00 0 .000 0690 Developed by Meca Enterprises, Inc. Copyright 2006 Page No. 3 of 5 WIND10 ntmtnilArl Mlinrl I nail ngncirrn Wnfhnfi 71 nor Acre 7_10 Calculations for Wind Normal to 51 ft Face `` Cp Pressure (psf) Additional Runs may be regV for other wind directions -GCpi 1 1 +GCpi -GCpi Leeward Walls (Wind Dir Normal to 51 ft wall) -0.50 -23.90 -9.68 Leeward Walls (Wind Dir Normal to 49 ft wall) -0.49 -23.62 -9.40 Side Walls -0.70 -30.61 -16.39 Roof - Wind Normal to Ridge Theta>=10 - for Wind Normal to 51 ft face Windward - Min Cp -0.36 -19.33 -5.11 Windward - Max Cp 0.14 -2.54 11.68 Leeward Normal to Ridge -0.57 -26.18 -11.96 Overhang Top (Windward) -0.36 -12.22 -12.22 Overhang Top (Leeward) -0.57 -19.07 -19.07 Overhang Bottom Applicable on Windward only)0.80 45.26 45.26 Roof - Wind Parallel'to Ridge Ail Theta - for Wind Normal to 49 ft face Dist from Windward Edge: 0 ft to 16 ft - Max Cp -0.18 -13.15 1.07 Dist from Windward Edge: 0 ft to 4 ft - Min Cp -0.90 -37.33 -23.11 Dist from Windward Edge: 4 ft to 8 ft - Min Cp -0.90 -37.33 -23.11 Dist from Windward Edge: 8 ft to 16 ft - Min Cp -0.50 -23.90 -9.68 Dist from Windward Edge: > 16 ft -0.30 -17.18 -2.96 nunzamai aisiance rrom winowara eage Figure 6-10 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft Kh = 2.01*(15/zg)^(2/Alpha) = 0.85 Kht = Topographic factor (Fig 6-2) = 1.00 Qh = 0.00256*(V)"2*lmpFac*Kh*Kht*Kd = 39.50 Theta = Angle of Roof = 18.4 Deg Y• • ••••0• • •0000• 0000 0000 Transverse Direction Longitudinal Direction Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpi -GCpi 1 1 qh ps Min P ps 1 Max P ps 1 0.52 0.18 -0.18 66.55 22.37 46.33 Developed by Meca Enterprises, Inc. Copyright 2006 • i 12/5/2014 0 •• • • •0000• 0000•• • •00• Page No. 4 of 5 • • • •0000• •0000• 00.00 •10 0 • •0000• • • • •0000• •000•• • • WIND10 Detailed Wind Loari nPcinn (KAPthnrl 7) nPr ncr.i= 7_1n 2 -0.69 0.18 -0.18 v 66.55 -57.90 -33.94 3 -0.47 0.18 -0.18 66.55 -43.14 -19.18 4 -0.42 0.18 -0.18 66.55 -39.60 -15.64 5 -0.45 0.18 -0.18 66.55 -41.93 -17.97 6 -0.45 0.18 -0.18 66.55 -41.93 -17.97 1E 0.78 0.18 -0.18 66.55 39.91 63.87 2E -0.54 0.18 -0.18 66.55 -47.92 -23.96 3E -0.51 0.18 -0.18 66.55 -45.92 -21.96 4E -0.62 0.18 -0.18 66.55 -53.08 -29.12 Figure 6-11 - External Pressure Coefficients GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft It width (ft) Span (ft) Area (ft^2) Zone I I I I 1 Ib/ A . Mine I 21 1 I 1 1 1 I I 1 1 I I 1 1 1 9999.. •• 1. DOOR 3.25 6.8 22.10 4 0.94 -1.04 I� moi♦ �`1 3.2 6.75 21.60 5 a -, _., a �a a Hipped Roof 7 < Theta <= 27 a = 3.2 =_> 3.20 ft -� Dnuhla Click nn Anil rlAfA nnfnl lino fn rn-hln n hnin Qrr on • 9999.. 9999.. 9999 9999 Component width (ft) Span (ft) Area (ft^2) Zone Max GCp Min lVind Press Max Ib/ A . Mine 0909.• • . • 9999.. • 9999.. •• 1. DOOR 3.25 6.8 22.10 4 0.94 -1.04 44.21 -48.16 2. DOOR 3.2 6.75 21.60 5 0.94 -1.28 44.28 -57.74 3. DOOR 3.2 f 6.8 1 21.76 4 0.94 1 -1.04 44.25 -48.20 Note: * Enter Zone 1 throunh 5_ nr 1 H thrnl Inh -qH fnr nvArhnnnc 0000 12/5/2014 •000•• Developed by Meca Enterprises, Inc. Copyright 2006 Page No. 5 of 5 9999•. •• 0909.• • . • 9999.. • 9999.. 9999. •• • 0000• 9• 0000.• • . 9 . ..•... 0000•. • . • •9•..• 0009 • r • 0000 Developed by Meca Enterprises, Inc. Copyright 2006 Page No. 5 of 5 Florida Building Code Online Page 1 of 3 .. �� 'zea uttPIutsisrl�s= .ci%ir� �1 Florida 1 1tmeltd SCIS Home I Login User Registration Hot Topics 1 Submit Surcharge Stats & Facts I Publications FBC Staff ! BCIS Site Map If Links ; Search i Busines Professi ( I • Product USER: Publics User al Regulation v 1,i�iiltiiylL7LiIW�ViLlfifl�yifyp Product Aooroval Menu > Product or Application Search > Aoolication List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL4334-R6 Affirmation 2010 Approved 11 Masonite International 1955 Powis Road West Chicago, IL 60185 (615) 441-4258 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com • • Exterior Doors •• • Swinging Exterior Door Assemblie• • • • • • • 000.0• Certification Mark or Listing 0000 •00• National Accreditation & ManagerrloeRiM"ute National Accreditation & ManagenAlIt I'Mitute, •••••• • • • • •• • Standard year TAS 201 1994 TAS 202 1994 TAS 203 1994 • • 0000•• • 0000•• • • •• 0000•• •0000• 0000•• • 0000• •• • 0000• • •• 0000•• • • 0000•• 0000 0 • • •0•• WI affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity 0Yes (,.)No (>N/A Product Approval Method Date Submitted Date Validated Method 1 Option A 02/06/2012 02/06/2012 http://www.floridabuildina.ora/Dr/br abb dtl.asbx?baram=wGEVXOwtDattSMGvvaTun.._ 19111/9.014 Florida Building Code Online Date Pending FBC Approval Date Approved of 02/13/2012 FL # I Model, Number or Name Description 4334.1 Fiberglass Side -hinged Door Units - 6'-8" Opaque I/S and O/S Single Door Impact Rated Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0/-70.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO120-05 for additional information. Page 2 of 3 Certification Agency Certificate FL4334 R6 C CAC NI005930 01 PDF Quality Assurance Contract Expiration Date 04/30/2015 Installation Instructions FL4334 R6 II FL0120 odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R6 AE 504A odf Created by Independent Third Party: Yes 14334.2 I Impaglass Sd e -hinged Door Units - 18'-0" Opaque I/S and O/S Single Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0/-70.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x W-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO121-05 for additional information. Certification Agency Certificate FL4334 R6 C CAC NI005930 02 PDF Quality Assurance Contract Expiration Date 04/30/2015 Installation Instructions FL4334 R6 II FL0121 odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R6 AE 503A odf Created by Independent Third Party: Yes 4334.3 I Fiberglass Side -hinged Door Units - 18'-0" Opaque O/S Door w/ or w/o Sidelites � • . • • • Impact Rated • • • •••••• Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FL0121- 05 for additional information. Certification Agency Certificate • • :0. • • FL4334 R6 C CAC NI005930.e2! PN" • • • • Quality Assurance Contract FWpirjtjpn Date • 04/30/2015 Installation Instructions • • • • • • FL4334 R6 II FL0121 odf • • • • • • • • • • • • Verified By: National Accreditatipp $4WagemeppInst+tute Created by Independent Third Part?: • . • • • Evaluation Reports • • • • • • • FL4334 R6 AE 501A.12d • • • • • • • Created by Independent Third f$rty:*Ye: • • 4334.4I Fiberglass Side -hinged Door Units - 18'-0" Opaque I/S Door w/ or w/o Sidelites • • • • Impact Rated Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FL0121- 05 for additional information. Certification Agency Certificate FL4334 R6 C CAC NI005930 02 PDF Quality Assurance Contract Expiration Date 04/30/2015 Installation Instructions FL4334 R6 II FL0121 odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R6 AE 501A.12d Created by Independent Third Party: Yes 4334.5 Fiberglass Side -hinged Door Units - 6'-8" Opaque O/S Door w/ or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R6 C CAC NI005930 01 PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2015 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL4334 R6 II FL0120.odf httb://www.floridabuilding.orL/nr/nr ann dtl.a-,nx?naram=wCTRVYOA7,itTintt.gA/TCTv,trnTiin i )/I I /')n1 A Florida Building Code Online Page 3 of 3 Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by IVerified By: National Accreditation & Management Institute Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the design pressures listed. FL4334 R6 AE 502A Ddf 12'-0" x 6'-8" max nominal size. Hurricane protective Created by Independent Third Party: Yes system is NOT required. See anchor detail DWG-MA-FL0120- Impact Resistant: Yes 05 for additional information. Design Pressure: +50.0/-50.0 4334.6 Fiberglass Side -hinged Door Units - 6'-8" Opaque I/S Door w/ or w/o Sidelites Impact Rated Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FL0120- 05 for additional information. Certification Agency Certificate FL4334 R6 C CAC NI005930.01 PDF Quality Assurance Contract Expiration Date 04/30/2015 Installation Instructions FL4334 R6 II FL0120 pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R6 AE 502A Ddf Created by Independent Third Party: Yes 4334.7 Fiberglass Side -hinged Door Units - Impact Rated 8'-0" Glazed I/S and O/S Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R6 C CAC NI005930 04 PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2015 Design Pressure: +50.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4334 R6 II FL0123 Ddf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the design pressures listed. FL4334 R6 AE 501A Ddf 12'-0" x 8'-0" max nominal size. Hurricane protective Created by Independent Third Party: Yes system is NOT required. See anchor detail DWG-MA-FL0123- 05 for additional information. 4334.8 I Fiberglass Side -hinged Door Units - 6'-8" Glazed I/S and O/S Door %W/ or v%(o Sidelit;s • • • • • • • • • • Impact Rated • • • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60.0/-60.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FL0122- 05 for additional information. Certification Agency CertificatV• • • • • • • • FL4334 R6 C CAC NI005930.03.PDF Quality Assurance Contract ft?r3118n Date • 04/30/2015 • • • • • • Installation Instructions • • • • • • • • FL4334 R6 II FL0122 Ddf 0000 • Verified By: National Accreditatlb?irM*agem41jps8tyte Created by Independent Third Ra•tyl. • • • • Evaluation Reports FL4334 R6 AE 502A Ddf • •: •: • Created by Independent Third P9rty: Yet • • • • Back Next Contact Us :: 1940 North Monroe Stre t Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida :: Privacy Statemen :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: CreIt�arFEl httn://www.floridabuilding.orL/nr/nr ann 11/11 /')n, • • •••••• • .. ... .. .... . .. .. ... .. .. NOTICE OF PRODUCT CEMIFICAT#�!N Company: Masonite International Corporpipn �; ; Certification No. N1005930.03 1955 Powis Roid * .' • .. % Certification Date: 02/17/2005 West Chicago,t, OQ185 .;. :.. .:. expiration Date: 04/30/2015 Revision Date: 05/23/2011 Product Fiberglass Impar *Rai . a e e Ips * j*n ar Outswin Door w/ and w/o Impact hated. �'� � � �# � $'i g g p ,Sidelites (w/Wood 1r gul$stbptdd) Specifications Tested To: TAY20I1=12O3.94/.AV E330 The "Notice of Product Certification is only valid if the NAMI 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 wwAamicertification.eom. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). *.High Dam Threshold — — -- - - National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hay 230 Tel: (804) 684-5124 Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE; Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Numbcr & Outswing 0132aue Size Pos/Neg Pressure Rated Comments X I/S Glazed 3'0" X 618" +60/-60 2.86 psf Yes NCTL-210 3108-1 Single Maximum Panel Size: 3'0" x 6'8" Anchor Dctail-MA-171_0122-05 X O/S Glazed 3'0" x 6'8" +60/-60 6.0 psf/ Yes NCTL-210-3108-1 SingleMaximum �'�$ Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0122-05 XX 1/S Glazed 6'0" x 6'8" +60/-60 2.8.6 :psf Yes NCTL-210-31.08-1 Double Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0122-05 XX Double O/S Glazed 6'0" x 618" +60/-60 6.0 psf/ 9.0 psf* Yes NCTL-210-3108-1 Maximum Panel Size: 3'0",x 6'8" Anchor Del ails-MA-FL0122-05 XO/OX I/S Glazed Door 6'0" x 6'8" +60/-60 2.86 psf Door -Yes NCTL-210-3108-1 Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0122-05 XO/OX O/S Glazed Door 6'0" x 6'8" +60/-60 6.0 psF Door -Yes NCTL-2103108-1 Single w/Sidelites Glazed Sidelite 9.0 psf* Sidelite-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0122-05 OXO I/S Glazed Door 9'0" x 6'8" +60%60 2.86 psf Door -Yes NCTL-210-3108-1 Single w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size: 3'0" x6'8" Anchor Detail-MA-FL0122-05 OXO Single w/Sidelites b/S Glazed Door Glazed Sidelites 9'0" x 618" +60/'60 6.0 psf/ 9.0 psf* Door -Yes Sidelites-Yes NCTL-210-3108-1 Maximum Panel Size: 3"0"x 6'8" Anchor Detail -MA -FI -0122-05 OXXO I/S Glazed Doors 12'6" x 618" +60/-60 2.86 psf Doors -Yes NCTL-210-3108-1 Double w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Detail -MA -FLU 122-05 OXXO O/S Glazed Doors 12'6" x 6'8" +60/-60 6.0 psf! Doors -Yes NCT1.,21U-3io8-1 Double w/Sidelites Glazed Stdelttes 9A psf* p Sidelites-Yes Maximum Panel Size:3:0"x 6'8" Anchor Detail-'LU122-05 *.High Dam Threshold — — -- - - National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hay 230 Tel: (804) 684-5124 Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE; 149 MAX. OVERALL FRAME WIDTH 20.5" MAX 36.375" MAX. -D.L.O. - PANEL WIDTH 37.5" MAX. W/ASTRAGAL FRAME WIDTH 0 U � HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT C° 6'-8" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES o 02 J O z �v GENERAL NO W _ i. EVALUATED FOR USE IN LOCATIONS ADHERING TO - U THE FLORIDA BUILDING CODE AND WHERE PRESSURE O REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM `n DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, _ DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF w O A HURRICANE PROTECTIVE DEVICE (SHUTTERS). N z w � ¢ 4 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.R- � 4. PLASTICS TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 752 'F > 650 'F o RATE OF BURNING ASTM 6635 0.56 IN MIN C- t C N W SMOKE DENSITY ASTM D2843 53.47 w o= TENSILE STRENGTH* ASTM D638 3.27 DIFF o ¢ COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 0 4500 HOURS XENON ARC METHOD 1 a DOUBLE DOOR UNIT W/SIDELITES a a Addendum b NAMI V) (n rn Y) N 3LOw3V)0m CedificalionNa.: JVS .5930 N � w � � N Reviewed By = U) Dale R ' < zzcn a zzmuJ �JogZo w �o_z� U z V7�4 cr,¢CD z Ow CFO O W W = W O 0 U Z 0 0 0 > B 6 B 9 O Z W Z J c W Q=0<u-< a • • • • OLO W-0 - •• ••• • • • • • •• I E D R DOUBLE DOOR UNIT SINGLE DOOR Ii1J1T • • SN•i,,G��LLIF D-DO�4 U191 • SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT WLQEUTES WITH SIDELIlt • • • • • •-'�1'-IDEA-�• • • W w o c,� m ¢ Z • • • • • • WHERE WATER INFILTRATION PERFORMANCE IS 2 1 7/05 DESIGN PRESSURE RATING REQUIRED TO BE 157 OF DESIGN PRESSURE DATE` TABLE OF CONTENTS != CONFIG H INSWING INSWING OUTSWING OUTSWING* S n �.+. SCALE: SHEET DESCRIPTION L 7/ N.T.S. # X 37.5 +60.0 -60.0 -60. +19.0 -19.0 +40.0 -40.0 +60.0 -60.0 Dwc. Dr: SWS 7 TYPICAL ELEVATIONS &GENERAL NOTES *X • • • 6f.! • -60ti• •H6 +19.0 -19.0 +40.0 -40.0 +60.0 -60.0 2 ANCHORING LOCATIONS & DETAILS OX •r XO • 75 +60. -60.0 +60. -60.0 +19.0 -19.0 +40.0 -40.0 +60.0 -60.0 CHK. er. 3 ANCHORING LOCATIONS & DETAILS i i .5 +60. -60 +60. -60.0 +19.0 -19.0 +40.D -40,0 +60.0 -60.0 KURT BALTHAZOR DRAWING NO.: 0 0 1 +60. -60 60.4 -60.0 +19.D -t9.0 +40.0 -40.0 +60.0 -bO.D FLORIDA P.E. DWG-MA-FLO122-05 • • • • • • . High Dom Threshold Design #56533 SHEET 1 OF_L ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 6" SEE DETAIL' 11'"n 3 _I 6„ " J 3.. ;,Ell � - 3.. 3 c 3 c 3 c r -I I- 31 SEE DETAIL "c 1. I I1�1�6„ 6" `-6" 6 0 a — q w w B B O B 0 g - 6" 3" - o- � _ I II 6" ! 6 SEE DETAIL J F" #8 x 2-1/2" #8 x 2-1/2" #10 x 2" #10 x 5/8" DETAIL "E" ASTRAGAL #8 x 2-1/2" #10 x 3/4" ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME #10 x 5/8" D #10 x 3/4" AS SHOWN. # 1 X 2 " 0.124" ANNEALED DETAIL "C., 0.090" SAFLEX IIIG— • • • • • • • • • • • • 0.124" ANNEALED DETAIL "D" TYP. • • • • • • • • • • • • • • • • • • ALUMINUM OR BUTYL •• ••• •• • • • •• SPACER Lo Er 2 0 0 Q J.0 �O O z 4= Ln U Ln O ~' LLJ L 1 0.962" ` 1.375"&46_n -,1 O47i • • • • • • • • • • • • •.• • • • • • T IN!WIN!TTHESHOL OUTSWING THRES OLD HIGH�M��S TF�fSH�� •� �� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH ° THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL -DECORATIVE INSERT (OPTIONAL) .0124" TEMP. #6 X 1-1/2" PHS •w - - Addandumlo WAMI ONE: ZI I1/UC •aa'taM•.' DOW 832 SCALE: N.T.S. 1 OR EQUAL CeI(GC3IIOf11Y0.: Aj ."J q3� — DWG. BY; $pyS Aeview�By. �_��p1��' EXTERIOR INTERIOR Date Reriewed�' �" � CHK. BY: TYPICAL GLAZING DETAIL DRAWING NO.: IMPACT RATED GLASS DWG—MA—FLOI22 SHEET 2 OF ,3 SEE DETAIL "C" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 11 6" 3" 3" -3 O � W U 0- SEE DETAIL °D" SHT. 2 Q tI® C7 w w �I w in ui I II I I 6.. 6" II I SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL GES. D W Q r J w B I If G H II Il B II I a f 3"3° 6.. F- -16.. HARDWARE SCHEDULE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL GES. #10 WOOD SCREWS OR 3/16 TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME liMM � � i i i 5c�'• • 6• ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEME4 o emlr4 ' 0.25" OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACRIFiVE • • • MAX MINIMUM EMBEDMENT OF 1-1/4". •• •'• " ' • CL 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO.STRUCTURE.• ••• ••• ••• ••• 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LL i • • • TYPP9L� CWO(� BUCK • i • :AN H iNSTi ✓!CATION ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • _0.25, tt SHIM CL TI If i TYPICAL MASONRY ANCHOR INSTALLATION Arida dumtoNWI Cedi(iraGalNo.: /VS 5.30 Reviewed By. edB SCALE: N.T.S. om. ev: SWS CHK. n OF Luis R. Lomas P. E. 1432 Woodford Rd. Lewisville, NC 27023 Manufacturer: Masonite Report #: 502A 336-945-9695 Date: 12/29/09 Product., Double Door with sidelites 12'x6'8" 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. Drawings verification: Area Load 2 (ft) (lbs) 1.13 in Minimum C to C spacing: This analysis verifies anchoring for the following drawings: • Result Tabulated shear design value: DWG-MA-FLO120-05 DWG-MA-FL0132-05 DWG-MA-FLO147-06 DWG-MA-FLO162-07 DWG-MA-FLO122-05 DWG-MA-FLO134-05 DWG-MA-FLO151-06 DWG-MA-FLO168-07 DWG-MA-FLO124-05 DWG-MA-FLO140-05 DWG-MA-FLO153-06 DWG-MA-FLO170-07 DWG-MA-FLO126-05 DWG-MA-FLO142-05 DWG-MA-FLO155-06 DWG-MA-FLO172-07 DWG-MA-FLO128-05 DWG-MA-FLb143-05 DWG-MA-FL0156-06 DWG-MA-FLO174-07 DWG-MA-FLO130-05 DWG-MA-FLO146-06 DWG-MA-FLO160-07 DWG-MA-FLO175-07 Anchors to be qualified: 1. #10 Wood screw, for installation in wood frame substrates 2. 3/16" ITW Tapcon, for masonry installation Anchor capacity in shear condition. Fastener type: #10 wood screw Side member: Douglas Fir -Larch Side member thickness: is = 1.000 in Side member dowel bearing strength: F. = 4,650 psi Minimum required penetration: 1.330 in (NDS 2005,11.3) Main member: Spruce -Pine -Fir Main member thickness: %= 1.500 in Main member dowel bearing strength: F_ = 3,350 psi Screw bending yield strength: Fyb = 80,000 psi Duration Factor: Ca = 1,6 Tabulated lateral design value: Z= 107.0 lbs Allowable Design Value: Z'= 171 lbs/anchor Mode IV Fastener type: 3/16" ITW Tapcon N.O.A. 07-1126.10 Substrate: Hollow block Minimum embedment: 1.25 in Minimum edge distance: Area Load 2 (ft) (lbs) 1.13 in Minimum C to C spacing: 2.25 in • Result Tabulated shear design value: Z = 112 lbs Actual C To C spacing: 3.00 in • • Minimum edge distance: A2 2.63 in C to C spacing factor: 1.00• • 0 "" ` Tabulated shear design value: Z = 197 lbs N/A • •• 171 3 154 OK of • •• • Actual edge distance: 2.50 in • • • Design value per interpolation: Z = 189 lbs 9999•• • • •• Allowable Design Value: g Z'= 189 lbs/anchor 00 "000 • Minimum anchor capacity: 171 lbs/anchor 9999 w •••• • • • • • • • Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. • • • • • • Anchor calculations. minimum required anchors • • Double. Pressure against stops with bump threshold-, 9999•• 36.3�8 1� Design pressure: 60.0 psf • • • AiAi A2 - YA2 79.25 a/Al Al 72.75 • •• Zone Area Load 2 (ft) (lbs) Ind. (in) Max. O.C. (in) Anchor. • Result Cap. • Q Sdd (lbs) Qty (lbs) At 2.3 138 N/A N/A 171 1 138 OK A2 7.7 463 6.00 21.00 171 5 93 OK A3 7.7 463 N/A N/A 171 3 154 OK • D•••• •••• • 0.0 9999•• • • • 9999•• 9999•• 9999• 9999• 9000•• • • • 9999•• • ! r` ~•L 51 -A„ TATE 4F 4. j - .5.o �`'`'jnRtDP.', '` '';0N� Luis R. Lomas P.E. 1 of 4 FL No.: 62514 1/7/2010 Luis R. Lomas P. E. 1432 Woodford Rd. Lewisville, NC 27023 336-945-9695 Manufacturer: Masonite Report #: 502A Date: 12/29/09 Double. Pressure away from stops: 36.38 36.38 Design pressure: 60.0 psf EM I Al 79.25 72.75 Double. Pressure against stops with saddle threshold: 36.38 36.38 Design pressure: 60.0 psf Al / Al A2 , A2 79.25 72.75 D bl Area Load Ind. Max. Anchor Anchor Cap. Load Qty Zone z (ft) (lbs) (4n) O.C. Result Cap. Al Load Result (in) (lbs) (lbs) (lbs) Al 10.0 601 6.00 21.00 171 671- 120 OK AZ 10.0 601 N/A N/A 171 4 1 150 OK 72.75 Double. Pressure against stops with saddle threshold: 36.38 36.38 Design pressure: 60.0 psf Al / Al A2 , A2 79.25 72.75 D bl ou a with sidelites Pressure against stops with bump threshold: 37.50 36.38 36.38 37.50 Al Area Load Ind. Max' Y_ Anchor Y_ A2- Zone z (ft) (lbs) (in) O.C. Cap. Al Load Result 2 (ft) Al (lbs) Al (in) (lbs)Qty (lbs) N/A Al 2.3 138 N/A N/A 171 1 138 OK A2 8.9 532 6.00 21.00 171 5 106 OK A3 1 7.7 1 463 1 N/A N/A 171 3 154 OK A4 10.0 601 N/A N/A 171 4 150 OK ou a with sidelites Pressure against stops with bump threshold: 37.50 36.38 36.38 37.50 Al A4 A4 \ Al Y Y_ Y_ Y_ A2- (lbs) 3 YA2 �A2 Al A4 A4 Al 79.25 147.75 Double with sidelites. Pressure away from stops: 37.50 36.38 36.38 37.50 Ind. Max' Max' Anchor Anchor" • • A2Y 1 4 (lbs) 3 YA2 O.C. 79.25 QtY 3 Result /\ Zone 2 (ft) Al (lbs) Al L (2ty Design pressure: 60.0 Dsf Area Load Ind. Max' Max' Anchor Anchor" • • Result Zone z (ft) (lbs) (in) O.C. Cap. QtY Load Result • Zone 2 (ft) (in) (lbs) O.C. (lbs) (2ty Al 2.4 146 N/A N/A 171 1 146 OK AZ 7.9 473 6.00 21.00 171 5 95 OK A3 7.8 468 N/A N/A 171 3 156 OK Ay 2.3 138 N/A N/A 171 1 138 537 1 Ae 7.7 463 N/A N/A 171 3 154 EOK • 000••0 Design pressure: 60 psf • • • • 147.75 999:9• Double with sidelites. Pressure against stops with saddle threshold: 0 0 Design pressure: 60 s • 37.50 36.38 36.38 37.50 3 6 Y Y_ Y_ Y_ Max' Cap. (lbs) Anchor" • • Result Al Area Load Ind. N/A 79.25 Al 146 • Zone 2 (ft) (lbs) (in) O.C. Cap. (2ty ' • toad• ResuR A3 7.8 468 N/A (in) (lbs) 3 • • jlbs� OK Al 2.4 146 N/A N/A 171 1 1 • 0146 OK• A2 7.9 473 6.00 21.00 171 5 00" 0K• A3 8.9 1 537 1 N/A N/A 171 4 • 81S4 • OK• Ay 10.0 1 601 1 N/A N/A 171 4 T • 1SO OK• 147.75 999:9• Double with sidelites. Pressure against stops with saddle threshold: 0 0 Design pressure: 60 s • 37.50 36.38 36.38 37.50 3 6 Y Y_ Y_ Y_ A Cap. (lbs) Anchor* 9 • Load Qty (lbs) Result Al I I I �A2 N/A 79.25 Al 146 Ai A2 7.9 473 6.00 21.00 147.75 5 2of4 Zone Area z (ft) Load (lbs) Ind. (in) Max' O.C. (in) Cap. (lbs) Anchor* 9 • Load Qty (lbs) Result Al 2.4 146 N/A N/A 171 1 146 OK A2 7.9 473 6.00 21.00 171 5 95 OK A3 7.8 468 N/A N/A 171 3 156 OK A4 8.9 537 N/A N/A 171 4 134 OK A5 2.3 138 N/A N/A 171 1 138 OK A6 7.7 463 N/A N/A 171 3 j 154 OK A7 10.0 601 N/A N/A 171 4 150 OK t • +� ✓ J I }y■ TATE OF •,= •,,, `, :�� OR V0 S. CSN j �01VAL VN Luis R. Lomas P.E. FL No.: 62514 1/7/2010 0000•• • • • •000.0 •0900• 990.0 9 9 0999.9 • • • •••w•• • 0 •0000• Luis R. Lomas P. E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 502A 336-945-9695 Date: 12/29/09 Anchor Locations: Double door with sidelites n ij u U O m I • • 00 0 000 . 0• • ••000• ••0• • • •000 00 . 00• s • •t 0• •0.00• t • a •• • Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. sass•• • • • •0000• • • • ••000• • e••• • ••0• sass•• • • • •asset 0 • •0000• •••00 • •eta• ••••0• • • • •teat• ••0000 • • E N sty * . 051 ` ■ r i TAT OF ;• -.*.. NNAL ///!tIIR10 Luis R. Lomas P.E. FL No.: 62514 3 of 4 1/7/2010 4of4 Luis R. Lomas P. E. 1432 Woodford Rd. Lewisville, NC 27023 336-945-9695 Anchor Locations: Double door 36.38 —1— 36.38 6.00 TYP. — 6.00 TYP. — 18.19 TYP. 3.00 TYP. 79. 25 6.00 t 13.45 MAX. O.C. i- _L_ 6.00. 1 Manufacturer: Masonite Report #: 502A Date: 12/29/09 6666•• 6666•• • •• • 6666•• • 6000 • • • • 6666•• 6666 • 6666•• •• • • • • • • Note: 6666•• • Anchor locations indicated in this document are the minimum required for the described product exposed at the Isign pressure indicated herein. • • • • • • • •• • 6666 0000 `li .I I L1 f��l CES•,+<i • TATE OF s + - ONAL■ r ■ III Luis R. Lomas P.E. FL No.: 62514 1/7/2010 6666•• • • • 6666•• • 6666•• 6666• 6666• • • • 6666•• 6666•• • Florida Building Code Online Page 1 of 3 FL # FL4904-116 Application Type Editorial Change Code Version 2010 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived f--1 Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 (615) 441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category 9 Y Exterior Doors • • •••"• • • • � � • • Subcategory Swinging Exterior Door Assemblies • • 0 • • • • •96••• • 90 9660•0 Compliance Method • Certification Mark or Listing *00000 • • • ••9• • 9 •9.99• • • Certification Agency National Accreditation & Management Institute • 0 •0 0 0 0 0 • • • 0 0 Validated By National Accreditation & Management Instip" • • • • • 0 04%.* •• 90 • •• 00••9• • • • 9 ••9999 Referenced Standard and Year (of Standard) Standard s • i i Year • • • • TAS 201 001994 0��• 0 0 TAS 202 1994 0 0 0 0 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/08/2014 Date Validated 12/09/2014 Date Pending FBC Approval Date Approved 12/10/2014 httb://www.floridabuilding.org/nr/nr ann dtl.a..nx?naram=wCTF.VYC)AxH)ntelnTiarT4TThh1C 11/11IM1a Florida Building Code Online M!�I Model, Number or Name I Description 4904.1I Wood -edge Steel Side -Hinged Door 16'-8" Opaque I/S and O/S Single Door Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +76.0/-76.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required. See DWG-MA-FLO128-05 for details. Page 2 of 3 Certification Agency Certificate FL4904 R6 C CAC NI006110 O1 pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R6 II FL0128 pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R6 AE 504A odf Created by Independent Third Party: Yes 4904.2I Wood -edge Steel Side -Hinged Door 18'-0" Opaque I/S and O/S Single Door Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0/-70.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 8'-0" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required. See DWG-MA-FLO129-05 for details. Certification Agency Certificate FL4904 R6 C CAC NI006110 02 df Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R6 II FL0129 odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R6 AE 503A odf Created by Independent Third Party: Yes 4904.3I Wood -edge Steel Side -Hinged Door ( 6'-8" Opaque I/S and O/S Door w/ or w/o Sidelites Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-55.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA-FL0128-05. Certification Agency Certificate FL4904 R6 C CAC NI006110 O1 Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions • • FL4904 R6 II FL0128 odf • • • • • • Verified • • • • • By: National Accreditation B•Management Institute i Created by Independent Third P&LOy: •• • • • • • • Evaluation Reports • • • • • • • • • • 000000 FL4904 R6 AE 502A_pdf • Created by Independent Mrtyo: Ns • Third i • • • • i 0000 • • • • • • •0000• 0000 • 0000• • • • •00•• • • 4.4 Wood -edge Steel Side -Hinged Door 8'-0" Opaque I/S Door w/ or w/o* tideil• •• 0000 • es • Units 000000 0 0 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +45.0/-50.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA-FL0129-05. • Certification Agency Certificate • • % 00 0 • • 0 FL4904 R6 C CAC NI006110.®2. df• • • • Quality Assurance Contract npirati4n Date 0 0 0 0 i 0 0 0 0 i 12/31/2020 • Installation Instructions 0000 FL4904 R6 II FL0129 odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R6 AE 501A Ddf Created by Independent Third Party: Yes 4904.5 I Units edge Steel Side -Hinged Door 18'-0" Opaque O/S w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.0/-45.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Certification Agency Certificate FL4904 R5 C CAC NI006110 02 odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R6 II FL0129 odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports httn-//www.flnririahlti1dinffnrrr/nr/nr nnn r1tlagnxincram=ix7CPX7YOtx7fT)ntalnTxx7TTNThh1C 1?/11/On1A Florida Building Code Online Page 3 of 3 Structures, does not exceed the design pressures listed. FL4904 R6 AE 501A.pd 12'-0" x 8'-0" max nominal size. When large missile impact Created by Independent Third Party: Yes resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA-FL0129-05. 4904.6 Wood edge Steel Side -Hinged Door 6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. When large missile impact resistance is required, hurricane protective system is required. See DWG-MA-FLO130-05 for details. Certification Agency Certificate FL4904 R6 C CAC NI006110 03 Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R6 II FL0130 odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R6 AE 502A.12d Created by Independent Third Party: Yes 4904.7 Wood -edge Steel Side -Hinged Door Units 8'-0" Glazed I/S Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R6 C CAC NI006110 04 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +40.0/-45.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R6 II FL0131 Ddf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the design pressures listed. FL4904 R6 AE 501A Ddf 12'-0" x 8'-0" max nominal size. When large missile impact Created by Independent Third Party: Yes resistance is required, hurricane protective system is required. See DWG-MA-FLO131-05 for details. 4904.8I Wood -edge Steel Side -Hinged Door 8' 0" Glazed O/S Door w/ or w/o Sidelites Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +45.0/-40.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When large missile impact resistance is required, hurricane protective system is required. See DWG-MA-FLO131-05 for details. Certification Agency Certificate FL4904 R6 C CAC NI006110 04 Ddf • • Quality Assurance Contract Expiration Date• • • • • • 12/31/2020 • • • • • Installation Instructions • • 0 • • • FL4204 R6 II FL0131 pdf• • • Verified By: National Accreditation &oManagement Institute Created by Independent Third F%", • • • Evaluation Reports • • • • • • FL4904 R6 AE 501A df • • • • 0.0 • Created by Independent Third Party: Y • es 00.00• •• •• •• • • •• Back Next Contact U :: 1940 North Monroe Stret r u he FL 32 o Phone: 850-487-1824 ••••••• • • • • 0000•• •0 • 0000 • 0000 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacv Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -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: eChixk Cre iWINulix t aryl s AFE httn://www.florid,ghiiildino, oro,/nr/nr nnn tit] acnX7nnram=cz7(-rFVX()-,x7fTlntPl„T„rTTXTI,klQ 1/1 1 ')n1 A 0000•• • 0000•• 0000•• 0000• 0000• • • • 0000•• 0000•• NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI006110.01 1955 Powis Road Certification Date: 07/23/2005 West Chicago, IL 60185 Expiration Date: 12/31/2020 or Revision Date: 11/21/2014 Product: Wood -Edge Steel Opaque Inswing or Outswing Door w/ and w/o Non -Impact Rated Sidelites (w/Wood Frame unless noted) Impact Drawing Number & Specification: TAS 201/202/203 Outswin Opaque The"Notice of Product Certification" is only valid if the NAMI 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 www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). National Accreditation 8i Minaement Institute; Inc. 4794 George Washington Memorial Highway/Hayes, VA 23072 • :0- Til! (80416849.!124/Fax: (804) 684-5122 t4jM ArTHpRIZED SIGNATURE: ... . . . ... . . Inswing Glazed Structural Water Missile Test Report Number onfigura or or Maximum Design Test Impact Drawing Number & Outswin Opaque Size Pressure Pressure Rated Comments X I/S Opaque 3'0" x 6'8" +76/-76 2.86 psf Yes NCTL-210-2929-1 Single Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 X 0/S Opaque 350" x 6'8" +76/-76 8.25 psf Yes NCTL-210-2929-1 Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 XX I/S Opaque 6'0" x 6'8" +55/-55 2.86 psf Yes NCTL-210-2930-1 Double Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 XX 0/S Opaque 6'0" x 6'8" +55/-55 8.25 psf Yes NCTL-210-2930-1 Double Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 XO/OX I/S Opaque Door 6'0" x 6'8" +55/-55 2.86 psf Door -Yes NCTL-210-2930-1 Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 XO/OX 0/S Opaque Door 6'0" x 6'8" +55/-55 8.25 psf Door -Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 OXO I/S Opaque Door 910" x 6'8" +55/-55 2.86 psf Door -Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 30" x 6'8" Anchor Detail-MA-FL0128-05 0X0 O/S Opaque Door 9'0" x 6'8" +55/-55 8.25 psf Door -Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" • 000 0 Anchor Detail-MA-FL0128-05 OXXO US Opaque Doors • 12.49 x6'8i' • • +55/-55 2.86 psf Doors -Yes NCTL-210-2930-1 Double w/Sidelites Glazed Sidelites. '; : : : : : *• Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" . • .000 . • • • • • Anchor Detail-MA-FL0128-05 OXXO O/S Opaque Doors 12'4" x 6'8" +55/-55 Doors -Yes NCTL-210-2930-1 Double w/Sidelites Glazed Sidelites T-78__-2-5psf Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" • • • ... 000 • • . • • Anchor Detail-MA-FL0128-05 National Accreditation 8i Minaement Institute; Inc. 4794 George Washington Memorial Highway/Hayes, VA 23072 • :0- Til! (80416849.!124/Fax: (804) 684-5122 t4jM ArTHpRIZED SIGNATURE: ... . . . ... . . L0 149" MAX. OVERALL FRAME WIDTH DO LJ'` �a2•GG'" o 0 21 MAX 36.375" MAX. SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT — D•L.O. — PANEL WIDTH — 37.5" MAX. ¢ p 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES W/ASTRAGAL I I� FRAME WIDTH Q J e GENERAL NATES W O O 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO I'- C)- THE LTHE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ;n - ILu LLc) U DOES NOT EXCEED THE DESIGN PRESSURES LISTED. a? ^ CO 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. Lil 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN = -i ACCORDANCE WITH SECTION 2220 OF THE FBC. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 z AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. `� a 5. PLASTICS TESTING OF LITE FRAME MATERIAL: W o U TEST DESCRIPTION DESIGNATION RESULT $ z W SELF IGNITION TEMP ASTM D1929 740 'F > 650 'F i ow o 0 RATE OF BURNING ASTM D635 0.77 IN/MIN $a m SMOKE DENSITY ASTM D2843 13.4% TENSILE STRENGTH* ASTM D638 7.507 DIFF o m w COMPARATIVE TENSILE STRENGTH AFTER WEATHERING .. W 9 .2t 4500 HOURS XENON ARC METHOD i o DOUBLE DOOR UNIT W1SIDELITES a a Addardnto NO m Cegi kab No: rJ t oa ytic - 14 Reflood Br.. J z Date P,,vie 00 0*0 UBLE ODORNI UT SINGLE DOOR UMT • • DO WITIDELITE• • • TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 iANCHORING LOCATIONS & DETAILS 3 IANCHORING LOCATIONS & DETAILS SINGLE DOOR UNIT WISIDELIT DOUBLE DOOR UNIT WI-SIDEU S ••• • • • • ••• • • • • • • • • • • • • ••• •• • • • •• •• ••• • 0 0 ••• 0 0 KURT BALTHAZOR FLORIDA P.E. #56533 SCALE N.T.S. DWG. BY: SWS CHK. BY: DRAWING NO.: :DWG-MA-FLO128 SHEET 1 OF 3 6" — SEE DETAIL 6" 3 'I 1'r jl"yj`II—�` 3 r 3r c � f` 3'! SEE DETAIL "C" I II I 998� 11 I AL ALUM, STEEL OR BUTYL SPACER 1/2" BITE — 6" -1 /2" PHS �#s X 14. I 3„ E%TERbR iNTERiOR 0 a J Q 0 o �l A 8 0 g _ I II II 6" tt~ 1 it I It 3'I 1II- 6' 3— 3° `r s J 3„ SEE DETAIL 6„ 3" f 7 I 1 „F„ ct� Ln cc 00 0 Q Q t-= 0- U WLo Z Z �U I— ASTRAGAL RETAINER BOLT HOLE #8 x 2-1/2" #10 x 2" #8 x 2_1/2" MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE #10 x 5/8" ® ® STRUCTURE DEEP ENOUGH #8 x 2-1/2" #10 x 1" FOR A 1.375" THROW 0 #10 x 5/8" #10 x 3/4" DETAIL "F" ASTRAGAL #10 x 2" DETAIL "E" ASTRAGAL ifiAhA&q/ DOOR • • • AMCH ASTRAGAL RETAINER BOLT DOW DETAIL "D"D * : * i i . i i STRIKE PLATE TO FRAME • • ••• • AS SHOWN. • TyaRL'`,q� • • • • Addendum t0 NALII { 0.962" Cellitieation NO : V r C o t. a- 2 Y t .375" • • • • • i • • • • • • Reviewed By. J— • • • Date Rev ve�`z [� DOW sss INSWING THRESHOLD N •THRM D:• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL GLAZING DETA) DATE: 7111105 SCALE: N. T. S. DWG, BY: SWS CHK, BY: OF IG (1/8" TEMP. GLASS) 998� OPTIONAL DECORATIVE ERT AL ALUM, STEEL OR BUTYL SPACER 1/2" BITE -1 /2" PHS �#s X 14. I E%TERbR iNTERiOR TYPICAL GLAZING DETA) DATE: 7111105 SCALE: N. T. S. DWG, BY: SWS CHK, BY: OF SEE DETAIL "C" SHT. 2 3 I I c. 6..3 I I c. I _6" 6 1 1.1 C, w `F U N SEE DETAIL r "D" SHT. 2 � n w ATTACHMENT DETAIL I I �— 6" I 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED SIGNED AND SEALED BY LUIS R. LOMAS, PE AT 5-1/2" CENTERLINE. (FLORIDA #62514) WITH THE LOWEST (LEAST) 4" X 4" FULL MORTISE BUTT HINGES FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL ,y B SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR f II LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". B — II 1 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD •• • • SCREWS LOCATED 6" FROM EACH END AND MAXI4LV . . . • • • 12" O.C. • • • • • • •OMF •��•RRQQ•��rjj��• 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES • • ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER An ACFTEIVEIvTE�VT • OF 1-1/2 MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED+PROPERLY TO •• ••• TRANSFER LOADS TO STRUCTURE. ••• • • • 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 1••71 SBS. •.• �• 10 I II — I I �— 6" I II I SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES 0 a a _ ,y B f II H 11 II B — II 1 0 � a 3.. --j 3" I I 6" 6" HARnWARF '; HFnI II F 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES MAX • • • • MAX SHIM CL • • • • • ;' PICAL WOOD BUCK • ANCHOR INSTALLATION s•• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 090 9 0 • ••• • • CL —I I s4x,• TYPICAL MASONRY ANCHOR INSTALLA701 L L z Lo U D7 BATE: 7/17 OS Addendum t9 NAMI scALE: N. TS. Cerltica(onNa: vrno,rrn-TZu DwG.BY.. SWS Peviewed By. Da a Rev ewed—_ CHK. BY: .DRAWING NO.: DWG-MA-FLO126-05 sHEEr 3 of 3 Luis R. Lomas P. E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 504A 336-945-9695 Date: 12/29/09 Product: Single Door 3'x6'8" 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. Drawings verification: 1.13 in Minimum C to C spacing: 2.25 in Tabulated shear design value: Z = This analysis verifies anchoring for the following drawings: 3.00 in Minimum edge distance: DWG-MA-FLO120-05 DWG-MA-FLO130-05 DWG-MA-FLO153-06 DWG-MA-FLO168-07 DWG-MA-FL0122-05 DWG-MA-FLO132-05 DWG-MA-FLO155-06 DWG-MA-FLO170-07 DWG-MA-FLO124-05 DWG-MA-FLO134-05 DWG-MA-FLO156-06 DWG-MA-FLO172-07 DWG-MA-FLO126-05 DWG-MA-FLO140-05 DWG-MA-FLO160-07 DWG-MA-FLO174-07 DWG-MA-FLO128-05 DWG-MA-FLO151-06 DWG-MA-FLO162-07 DWG-MA-FLO175-07 Anchors to be qualified: 1. #10 Wood screw, for installation in wood frame substrates. 2. 3/16" ITW Tapcon, for masonry installation Anchor capacity in shear condition: Fastener types #10 wood screw Side member: Douglas Fir -Larch Side member thickness: t= 1.000 in Side member dowel bearing strength: F. = 4,650 psi Minimum required penetration: 1.330 in (NDS 2005,11.3) Main member: Spruce -Pine -Fir Main member thickness: tm= 1.500 in Main member dowel bearing strength: F_ = 3,350 psi Screw bending yield strength: Fyb = 80,000 psi Duration Factor: Cp = 1.6 Tabulated lateral design value: Z= 107.0 lbs Allowable Design Value: Z'= 171 lbs/anchor Mode IV Fastener type: 3/16" ITW Tapcon N.O.A. 07-1126.10 Substrate: Hollow block Minimum embedment: 1.25 in Minimum edge distance: 1.13 in Minimum C to C spacing: 2.25 in Tabulated shear design value: Z = 112 lbs Actual C To C spacing: 3.00 in Minimum edge distance: 2.63 in C to C spacing factor: 1.00 Tabulated shear design value: Z = 197 lbs (in) Actual edge distance: 2.50 in Design value per interpolation: Z = 189 lbs • • Allowable Design Value: Z'= 189 lbs/anchor 0000•• • • • Minimum anchor capacity: P tY' 1lb 71 lbs/anchor • Note: Anchors with the least capacity Is used for calculations to qualify anchors with higher capacity. • • • *00:00 • • • Anchor calculations, minimum required anchors OK • 000000 • Pressure against stops with bump threshold: 36.38 Single. Pressure away from stops: 36.38 Al i Al 79.25 1 of 2 •00• • • • • 0000•• Design pressure: 85.0 psf • • • • • Design pressure: 85.0 psf E;Area Area Load Ind. Max. Anchor • • • Cap. Lo Qty rA2 2 (ft) (lbs) (in) O.C. Result 851 (in) •1• (lbs) • 171 5 170 OK 2.3 195 N/A N/A 171 2 98 OK • 7.7 656 6.00 18.00 171 5 131• • OK • Design pressure: 85.0 psf E;Area Load (lbs) Ind. (in) Max. O.C. Anchor Result Cap. Load Qty (in) (lbs) (lbs) 851 6.00 18.00 171 5 170 OK N �R-rrLal`�1, 4-' AT QF �` �h Luis R. Lomas P.E. 70�. ZORIDV,+�.-S FL No.: 62514 t • `, . , ` Ciy ti, 1/7/2010 ./j%fir0NA t`� j/� ��,�� 0000•• • • • 0000•• • 0000•• 00.00 0000•• • • 0000•• 0000•• Luis R. Lomas P. kc 9432 Woodford Rd. Manufacturer. Masonite Lewisville, NC 27023 Report #: 504A 336-945-9695 Date: 12/29/09 Single. Pressure against stops with saddle threshold: 36.38 Design pressure: 85.0 psf YA2 I A2 79.25 Anchor Locations: 36.38 18.19 6.00 TYP. — 6.00 TYP. I 6.00 79.25 1 13.45 MAX. O.C. 1 6.00 Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. 2of2 •006.4 • • Area Load Ind. Max. Anchor Cap. Load Qty Zone (ftZj (lbs) (in) 0. C. Result 0000•• • (in) (lbs) (lbs) • • Al 2.3 195 N/A N/A 171 1 2 98 1 OK AZ 8.9 753 6.00 18.00 171 1 5 151 OK Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. 2of2 •006.4 • • • 0000•• • • 6 • 0000•• • •• 0000•• • 0000•• • • • 0000•• 0000 • • • • • • 0000•• 0000 • 0000• 0000•• •• • 0000• •• 60 • 00 000000 • 006006 • • • • • • 0000•0 0000•• • • • • • • • 0000•• •• • 0000 • • • ••0• ,,��tliltt//tif NN 0 51 • it �-fl *1/66� Y� . TATE OF • i0.t'�;. � �. 0/ �JiJf111111�� Luis R. Lomas P.E. FL No.: 62514 1/7/2010