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REV-17-1263 Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 ---- Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 4 BUILDING Master Permit NO.LlJS-4- t - 16S PERMIT APPLICATION sub Permit No. y i -� `[ 2 }-BUILDING ❑ ELECTRIC ❑ ROOFING 5� REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: \7"3,1 �jU \oo '5+ City: Miami Shores County: Miami Dade Zip: 33( 3 Folio/Parcel#: I(-'11-0 S-yy R- 00 SO Is the Building Historically Designated:Yes NO X Occupancy Type: Load: `Construction Type: Flood Zone: BFE: FFOE: r OWNER:Name(Fee Simple Titleholder): J O Sl c. ore SeGu4 Phone Address: 0,'&C� 0 It, (00 ! '+ City: M iAM1 State: Zip: 3 3 136R Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name:Ay-t--Yi c6t,) 65fUr pA ErVTc6t-LTJ Phone#: f�! I Address: Eo$o l "Li 14 S+ City: M I A AA I* State: FC, Zip: 3 3l S Qualifier Name: �`ngU�L Phone#: t State Certification or Registration#: LAG 15 l3`L� Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: (Zein 51 Oy ur.- s Specify color of color thru tile: Submittal Fee$, a Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,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 commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur q-x- � Signature OWNER or AGENT CONTRACTOR The or ing instrumen was acknowledged before me this The foregoing instrument was acknowledged before me this day c 20 1-::� by � day of aM 20 / 7 by to N �,who is personally known to �t�Ua�`nao who is personally known to me or who has produced EL iQX-VSA--as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY 7: NOTARY PUBLIC: Sign: Sign: WnWL -- Print: S 1 mz-)ILS �V�JJ Print: qMyGomm1CR71,P. �� *r�r° ;� MICHAEL MARRERO Seal: blic state of Roride Seal •' a; Commission N GG 89774 varez _ My Commission Expires ission FF 15R75n �° December til, 2020 /03/2018APPROVED BY / Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ,�Ni L Josie Fonseca 1239 NE 100 Street Bedroom Miami Shores, FI 33138 F) Therma Tru Hinge Right FL20470.1 34 Bath X 82 Note: Revision to change Manufacture ;; OPY of door. New model shown.Rest of house _ _ _ _ _ _ _ _I is approved. _ r - _ I I � - - - - - - - - - - - - - - - - -� I .... .... .. .. I • 11 At,Bar I I , ...... . . • rozee Garage I .. I • •.• I , Bath 1 , Entry Door_ _ _ _ _ _ _ _;_ _ _ _ _ _ _ _ _ _ _ _ Garage Door N/A Bedroom ,� iami sliores Vii age Iy Fp:pROVED BY ®ATF I Ze:)^ijrG CEPT P!-DG OT-:PT 9 UIIJFCT TO COMPLIANCE WITH ALL FEDERAL i COI INTY nuLFS AND RFGUI_ATIONS WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT: Ler aW :5 Dorm ADDRESS: 1L3� �e lv� S1 PROJECT: &slc' F°"sec'A MIAN1i 3313,9 City State ZIP EXPOSURE "D " WIND VELOCITY = 175 MPH ROOF SLOPE > 10- Roof 00Roof Eley. Tdbu"Are a ft Ftp Roof day. Tdbu"Area ft Ft) (ft) 10 15 20 25 30 35 40 1 45 1 50 (ft) - 10-1 15 1 20 2S 30 1 35 40 4S'I S0 35 48.6 47.3 4&4 45.7, 45.1 446 44.2 43.8 43.5 S + 48.6 47.3 46.4 45.7' 45.1 44.6 44.2 43.8 43.5 S2.7 SL4 SO.5 418 49.2 48.8 48.3 48.0 47.6 - 655.1 62.5 60.7 513 S&1 S7.2 56.3 'S5.6 54.9 17 + 49.5 48.2 47.3 46.6 46.0 4S.S 45.1 447' 44.4 : 17 + 49.5 48.2 47.3 4&6': 46.0 454 45.1 44-7 44.4 S3.7 S2.4 SL5 SU SO.2 49.7 49.3 48.9 4&6 - 66.3 63.7' 61.9 60.4 59.3 5&3 S7.4 'SC6 56.0 0 + 51.0 49.6_ 4&7 47.9 47.3 46.8 46.4 '+46.0 45.6 0 + 51. 0 49.6 4&7 47.9 47.3 4614 46.4 46.0 45.6 V4 20 -A 55.3 53.9 53 0 52 2 53 6 5L2. 50.7 S0t3 49.9 A - 68.2 65.5 63.6 62.2, 61.0 5949 59.0 58.3' 57.6 + S1.9 SOS 49.6 48.8_ 48.2 477` 47.2 46.$ 46.5 , + S3.9 50.5 49.6 4&8_ 4&2 477 47.2 86.8 46.5 - zz 56.3 S49 S4.0 ii2 516 521- 51.6 51.,2: 50.9 - 69.5 66.8 64.8 63.3. 62.1 61.0 60.1 59.3 58.6 25 + S3.3 SL9 SR9 S0.1 49.5 49.0 48.5 ,48.1 47.7 Z5 + S3.3 51,9' 50.9 S0.1 49.5 49.0 48.5 4&1 47.7 - 57.8 S6.4' 55.4 S4.7 S4.0 S&S 53.0 52.6 I 52.3 71.4 68.6 66.6 6S.0' 63.8 62.7 61.8 61.0 60.2 28 + S4.3 52.8 SL8 SLO 50.4 49.8 49.4 49.0 4&6 + S4.3 52.8 151.8 1 SILO 50.4 49.8 49.4 49.0' 48.6 t - 58.9 S7.4' 56.4 55.6 SS.0 !44 54.0 '53.6 S3.2 72.7 69.8 67.8 66.2-1 64.9 1 63.8 62.9 62.0 61.3 30 + S4.7 53.3 52.3 5L5 S0.8 SO.3 49.8 49.4 49.0 30 t S4.7 53.3 S13 53»5'- 50.8 S0.3 49.8 49.4 49.0 - S9.4 S7.9 56.9 56.1 SS.5 549 54.4 54.0 53.6 L 73,3 70.4'1 68.3 66.8 65.5 644 63.4 62.6 61.8 35 56.1 S47 S3.6 S3.8 52.1 SL6 SLS S0.7_ S0.3 � + S6.1 54.7 53.6 52.8 S2.1 51.6 51.1 50.7 SO.3 -± 60.9 5435 4' S84 57.6 569 563 55.8 SSA 55.0 - 75.2 72.2 70.1 6&5 67.2 66.0 I-1' .2 63.4 IL 40 +` 37.6 56.0 5S.0 S4.1 53.5 S2.9 SL4 51.9 SLS + 37.6 S6.0 55.Q 52 9 344 SL9 5L'S• •;• g - 62.4 6Q.9' 59.8 510 SIL3 57.8 57.3 56.8 56 4gn 40 77.1 74.Q 7L9 70.2 68 9 67.7 136. 8 6S.0 •• $ +: 59.0 57.4 56 3 55.5 54.8 S42 53.7 53.2 52 8 +'' 59.0 57,4 56.3 53?' $ 54 2 337 43.2 528• ••s nNN _. 64.0 62.4 61.3 6Q5 S9.8 SU 58.7 58.2 57.8 - 79.0 75.9 73.7 7?A M? 69.4 68.3 67.4 ••i +159.9 S8.3' 57.2 56.4 55.6 SS.O SCS S4.1 53.7 50 + 59.9 68.3> 57.2 4 S3 55.0 !W..9 41 53!7 • 65.0 63.4 62.3 61.4 60.7 60.1 59.6 59.1 5&7 80.2 77.1' 74 8 73.2 '1L7 70S !�4 6&5 6RT •• • + 60.9 59A S&1 S7.2' 56.5 S5.9 S5.4 54.9 S45 55 + 60.9 5&3 S8.1 S7.3- Rt 55.9 4 54.9 •• 66.0 64.4 63.3 62.4 61.7 61.1 60S 611 59.7 81.5 78.3 7&0 743 928 71.6 9&.9 :SO.6 68'9 ••0 • 61.8 6Q,2 59.0 S&1 S7.4 S&8' 56.2 55. SS.3 + 61.8 60 2 59.0 #- 4 8 56.>! SS.B'' SS.3 •• s�_a 67.0 65.4 64.3 634' 62.6 WO. S1.5 61,0. 60.6 - 82.8 79.5 77.2 7.7.4'; 73.9 1 77,7 71.6 20.7 6915 s•• GENERAL NOTES FIGUREs1 000 • • • ••• • • • D=107. OF LEAST HORIZONTAL DIMENSION of 1. TABLES VALID ONLY FOR BUILDINGS OF MEAN ROOF HEIGHT 60 FT. OR LESS. ELEVATION °H' FOR SLOPED ROOFS IS O 2. ROOF ELEVATION °H°, IS DETERMINED ZONE 5THE MEAN ROOF HEIGHT. ZONE 4� BY USING FIGURE 1 AS REFERENCE 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. H 4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN 1 D ROOF HEAIGHT AND APPLY TO ALL FLOORS. u I ��g,�C,,�,�ccww�• 5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR D D DDS SHOWN BUILDING HEIGHT IN END ZONE. 6. THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL OF AN ENGINEER EMPLOYED BY AL-FAROOQ CORPORATION. nn 7. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER, EXCEPT FOR THE PORTION OF ASCE 7-10 SET FORTH HEREIN. 8. ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND LATEST FBC 2014 STANDARDS dam 10-02-13 REVISIONS: drawn N,,M.F. AL-FAROOQ CORPORATION no. date by description __.z: ENGINEERS&PRODUCT DEVELOPMENT dwoked hpHA 9360 Sunset Dr.Suite TEL (305)2648100 DWO N0. 1 220 Miami,FL 33173 FAX (305)262978 JAVAD AHMAD FLA P.E.111 700%ES CAN.3838 SHEET 1 OF 1 BCIS Home Log In User Registration 1 Hot Topics 'I Submit Surcharge Stats&Facts 1. Publications FBC Staff p BCIS Site Map Links Search rProduct Approval* USER:Public User Product AopmyAl Menu>Product or Apolication Search>Anolication List>Application Detall FL# FL20470-RO Application Type New Code Version 2014 40" Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive u vii Edgerton,CH 43517 (419)298-1740 rickw@rwbldgconsultants.com sees 0 Authorized •Signature Vivian Wright 0 rickw@rwbidgconsultants.com go**:a Z Technical Representative Address/Phone/Email 0000 0000 999.9 Quality Assurance Representative 0 0 0 0 0: • 0000 •00*0 0 Address/Phone/Email 0 F" 000900 : : Category Exterior Doors • 00 0•0 Subcategory Swinging Exterior Door Assemblies • 0 0 R -Mi Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Y-' Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute 20 Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan 3. King,P.E. 2-1 Validation Checklist-Hardcopy Received Certificate of Independence FL20470 RO COI CERTIFICATE OF INDEPENDENCE xx.Rd d Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM D638 1996 ASTM E84 2000 X ASTM G26 1995 550 0 htlps://www.floridabuilciing.org/pr/pr,..app--dtl.aspx?para,n=wGE...9YAgXJuu9%2fp88zxkaS%2fQ4B8vVXODtoJRbpgwa%2fA%3d%3d 5/9/17, 12:32 AM Page 1 of 6 $ ASTM G7 1997 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code } i } r f l Product Approval Method Method 1 Option D Date Submitted 05/13/2016 ? Date Validated 10/27/2016 5 Date Pending FBC Approval 11/01/2016 Date Approved 12/14/2016 Date Revised 12/20/2016 41 ia�' � 5uihsr►ta!1+ '7}��'��(r Jn.. WIN Go to Page . 77 FIL IModel,Number'v Name Description + 20470.1 a.Therms-Tru Fiber-Classic and Nominal 6'8"Impact"Opaque Composite Edge Fiberglass Smooth-Star Single Door(Inswing/Outswing;X configuration) � T Limit U Installation Instructions • • Ufa v pproved for use in HVHZ:Yes FL20470 RO II INST 204.0—wdi • ••• .�• r pproved for use outside HVHZ:Yes Verified By: Lyndon F. Schml&,P.E.43409 • • • Impact Resistant:Yes Created by Independent"ih?I ity:Yes •• • ••• •• Design Pressure: N/A Evaluation Reports Gees" • • • -1- n' Other:See INST 20470.1 for Design Pressure Ratings,any EL20470 RO A€ EVAL 2047"Ladf 0000 :•• •: „4 z additional use limitations,installation instructions and product FL20470 RO AE TT Plastits_L.odf •69069 ••. • particulars. Created by Independent Thi :%T:Yes0000 goes** • • 20470.2 b.Therms Tru Fiber-Oasslc and Nominal 6'8"Impact"Opaque•C.•om4mits Edgellberglass • Smooth-Star Single Door with SideIIte(sj,ansfatWOutswing;XO,OX or • � OXO configurations) ••••.. Limits of Use Installation In structions• • • ... • i • • Approved for use In HVHZ;Yes FL20470 RO IT INST 2O47t� .ad� • Approved for use outside HVHX:Yes Verified By: Lyndon F.Schmidt,P E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports f Other:See INST 20470.2 for Design Pressure Ratings,any FL2O470 RO AE EVAL_20470.2.odf additional use limitations,installation instructions and product 2047b FLO AE Plastics.I.pclf IaUn particulars. Created by Independent Third Party:Yes 20470.3 c.Therms Tru Fiber-Classic and Nominal 6'8"Impact"Opaque Composite Edge Fiberglass Smooth-Star Double Door with or without Sidelites(Inswing/Outswing;XX or OXXO configurations) Limits of Use Installation Instructions yn Approved for use in HVHZ:Yes FL20470 RO II INST 20470.3.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports ,r Other:See INST 20470.3 for Design Pressure Ratings,any FL20470 RO AE EVAL 20470.3.odf t additional use limitations,installation instructions and product FL20470 RO A_TT-Plastics.1.odf N particulars. Created by Independent Third Party:Yes 4 K 20470,4 d.Therms Tru Fiber-Classic and Nominal 8'0"Impact"Opaque Composite Edge.Fiberglass Smooth-Star Single Door(Inswing/Outswing;X configuration) s� Limits of Use Installation instructions Approved for use in HVHZ:Yes FL20470RjQ II INST 20470,4 Ad Approved for use outside HVHZ:Yas Verified BY Lyndon ndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 20470,4 for Design Pressure Ratings,any EL20470 RO A6VAE L 20479.4.p nttps://www.floridabuilding.org/pr/pr._app..dtt.aspx?param=wGE...9YAgXJuu9%2fp88zxkaS%2tQ4B8vVXODtoJRbpgwa%2fA%3d%3d 5/9117,12:32 AM Page 2 of 6 additional use limitations,installation instructions and produce` X20470 RO AE TTP stics,l.odf particulars. Created by.Independent Third Party:Yes k' 20470.5 e.Therms Tru Fiber-Classic and Nominal 8'0"Impact"Opaque Composite Edge Fiberglass Smooth-Star Single Door with Sidelite(s)(Inswing/Outswing; XO,OX or _ OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL20470 RO II INST 20470.5.odf i ' Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes �3z r Design Pressure: N/A Evaluation Reports ! f Other:See INST 20470.5 for Design Pressure Ratings,any FL20470 _EVAL 20470.5.i2dE additional use limitations,installation instructions and product FL20470_110 AE T Plastics.l.odf particulars. Created by Independent Third Party: Yes 20470.6 f.Therms-Tru Fiber-Classic and Nominal 8'0"Impact"Opaque Composite Edge Fiberglass Smooth-Star Double Door with or without Sidelites(Inswing/Outswing;XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL20470 RO II INST 20470.6..odf_ Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 20470.6 for Design Pressure Ratings,any FL20470 R AE EVAL 20470.6.adf iadditional use limitations,installation instructions and product FL20470 R0 AE j -Plastics.l.odf particulars. Created by Independent Third party:Yes 20470.7 g.Therms Tru Fiber-Classic and Nominal 6'8"Impact"Glazed Composite Edge Fiberglass Smooth-Star Single Door Inswin /Outswin X configuration) � Mw, � i 9 ( 9 9; 9 ) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL20470 RO II INST 20470.7.odf •••••• Approved for use outside HVHZ:Yes Verified BY Lyndon o on F Schmidt,d �► 4Yes • t, 9 •••• •••�•• Impact Resistant:Yes Created b Independent A Pa • 5 ;,,, Design Pressure: N/A Evaluation Reports • • • • it •••••• •• • ••• I•• Other:See INST 20470.7 for Design Pressure Ratings,any FL20470 RO AE EVAL ZOvp rw 1, additional use limitations,installation instructions and product FL20470 R_ 0 LSE_ - ! • :•• •: x •••• • • particulars. Created by Independent TbfdP�y:Yes, • k •--• • I � • s r 120470.8 h.Therma-Tru Fiber-Classic and Nominal 6'8"Impact"Glazdb10 jdh?*site EQge Mlfgglass •0• • Y Smooth-Star Single Door with Sidelite(s1,•(4n9nring/OutswMgs XO,OX of•• • }OXO configurations) 000000 • .i• ` Limits of Use Installation Instructions• • *•0. 0 ••• • •• Y Approved for use in HVHZ:Yes 7 N f • 0.0 0• s Approved for use outside HVHZ: tda Yes Verified By: Lyndon F.Schm ,P. 4340%•• • • Impact Resistant:Yes Created by Independent Third Party:Yes • Design Pressure:N/A Evaluation Reports Y t., Other:See INST 20470.8 for Design Pressure Ratings,any FL20470 RO AEE EVAL 20470.8.ndf additional use limitations,installation instructions and product FL20470 [tO E_TT Plastics.l.odf particulars. Created by Independent Third Party:Yes } F z 20470.9 1.Therms Tru.Fiber-Classic and Nominal 6'8"Impact"Glazed Composite Edge Fiberglass 5 Smooth-Star Double Door with or without Sidelites(Inswing/Outswing;XX or OXXO configurations) �.z 1 Limits of Use Installation Instructions a Approved for use in HVHZ:Yes FL20470 RO II-INST 20470.9.odf EE F aR, Approved for use outside HVHZ:Yes i Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 20470.9 for Design Pressure Ratings,any j FL20470 RO AE_EVAL 20470.9.12df additional use limitations,installation instructions and product FL20470_RO AE_TT Piastics.l.odf i particulars. Created by Independent Third Party:Yes Js 20470.10 J. therms-Tru Fiber-Classic and Nominal 8'0"Impact"Glazed Composite Edge Fiberglass 3 Smooth-Star $ingle.Door(Inswing/Outswing;X configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL20470 RO II INST 20470.10. Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 rsr Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports' Other:See INST 20470.10 for Design Pressure Ratings,any FL20470 RO AE EVAL 20470. fl. df additional use limitations,installation instructions and product[ FL20470 RQ AE -Plasbcs.l.odf g https://www.floridabuilding.org,pr/pr._app,_dtl.aspx?param=wGE...9YAgXJuug%2fp88zxkaSV2fQ488vVX00toJRbpgwa%2fA%3d%3d 5/9/17,12:32 AM Page 3 of 6 M11particulars. Created by independent Third,Party:Yes 20470.11 k.Therma Tru Fiber-Classic and Nominal 8'0"Impact"Glazed Composite Edge Fiberglass Smooth-Star Single Door with Sidelite(s)(Inswing/Outswing; XO,OX or I OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL20470_90II_INST 20470.11.12df I Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third'Party:Yes F: Design Pressure: N/A Evaluation Reports i Other:See INST 20470.11 for Design Pressure Ratings,any FL20470 BQ AE EVAL 20470.11.odf additional use limitations,installation instructions and product 'FL20470 RO A J- Iastics,Lpdf articulare. Created b Independent Third Pa Yes P Y P ' ` 20470.12 1.ThermaTru Fiber-Classic and Nominal 8'0"Impact"Glazed Composite Edge Fiberglass Smooth-Star Double Door with or without Sidelites(Inswing/Outswing;XX or OXXO.configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL20470_ROII INST 20470.12,2ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes x Design Pressure:N/A Evaluation Reports r Other:See INST 20470.12 for Design Pressure Ratings,any FL20470 RO AE FWL 20470.12,12df ` additional use limitations,installation instructions and product FL20470 RO AE TT Plastics.i.odf particulars, Created by Independent Third Party:Yes r 20470.13 m.Therma Tru Fiber-Classic and Nominal 6'8"Impact"Opaque Composite Edge Fiberglass / ' Smooth-Star Single Door with"Non-Impact"Sidelites Inswin /Outswin i , 9 P ( )( 9 9; XO,OX or OXO configurations) x Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL20470 RII INST 20470. jp& •••••• Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,%E.43409•••• •+•+•• I Impact Resistant:Yes Created by Independent TP{i„d party:Yes • ••• • Design Pressure: N/A Evaluation Reports • • • • Other:See INST 20470.13 for Design Pressure Ratings,any FL20470 RO AE OVAL 20t70.k1pdf additional use limitations,installation instructions and product FL20470 gQ g�TT Piastic�s i�ac�f :•• •: particulars. (For Fiber-Classic and Smooth-Star doors,this Created by Independent T4i"F*W:Yes •••••• • • d product approval requires the use of"J"part numbers for •••• see* ••• • F these doors,which have been stained or painted within six •••••• • •• ••: •• months of installation.) • • • • • • 20470,14 n.ThermaTru Fiber-Classic and Nominal 6'8"Impact"Opagje CiSmDosite Edge Fiperglass Smooth-Star Double Door"Non-Impact"Sidelites(InswirgAM9Wing;XX • 5wi or OXXO configurations) s ••• ••• •= Limits of Use Installation Instructions '•; Approved for use In HVHZ:Yes FL20470 R0 I� INST 2047} 14,adf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409. Impact Resistant:Yes Created by Independent Third Party:Yes fit, Design Pressure:N/A Evaluation Reports Other:See INST 20470.14 for Design Pressure Ratings,any FL20470 RO AE EVAL 20470.14,odf additional use limitations,installation instructions and product FL20470 S0_ AE MPiastics.l.odf particulars.(For Fiber-Classic and Smooth-Star doors,this Created by Independent Third Party:Yes 7 product approval requires the use of"J"part numbers for. gt these doors,which have been stained or painted within six a months of installation.) sQ, :, 3 20470.15 o.The Tru Fiber-Classic and Nominal 8'0"Impact"Opaque Composite Edge Fiberglass Smooth-Star Single Door with"Non-Impact"Sidelite(s)(Inswing/Outswing; XO,OX or OXO configurations) Limits of Use Installation Instructions s Approved for use in HVHZ:Yes FL20470 RO 11 INST 20470,15,odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 3 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports , Other:See INST 20470.15 for Design Pressure Ratings,any FL20470 RO AE EVAL 20470.15.odf additional use limitations,installation instructions and product FL20470 B4 AE -Plastics.1,12df 01. y � particulars. (For Fiber-Classic and Smooth-Star doors,this Created by Independent Third Party:Yes product approval requires the use of"J"part numbers for these doors,which have been stained or painted within six months of installation.) 4 20470.16 p.Therma Tru Fiber-Classic and Nominal 8'O"Impact"Opaque Composite Edge Fiberglass nitps:/Iwvjw.floridabuilding.org/pr/pr„app_dti.aspx?param=wGE..,9YAgXJuug%2fp88?xkaS`Y2fQ4B8vVXODtoJRbpgwa%2fA%3d°/<3d 5/9/17,12:32 AM Page 4 of 6 + 77 Smooth-Star Double Door"Non-Impact"Sidelites(Inswing/Outswing;XX � or OXXO configurations) Limits of Use Installation Instructions r" Approved for use in HVHZ:Yes FL20470�020470.16 INST r�df Approved for use outside HVHZ;Yes Verified By: Lyndon F.Schmidt,P.E.43409 s Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 20470.16 for Design Pressure Ratings,any FL20470 RO AE EVAL 20470.16.adf y additional use limitations,Installation instructions and product FL20470 R0 AE TT-Plasbcs.l.ndf � :, particulars.(For Fiber-Classic and Smooth-Star doors,this Created by Independent Third Party:Yes product approval requires the use of"7"pan:numbers for <` these doors,which have been stained or painted within six W months of installation.) £ 20470.17 q.Therma Tru Fiber-Classic and Nominal 6'8"Non-Impact"Opaque Composite Edge Fiberglass Smooth-Star Single Door(Inswing/Outswing;X configuration) `k bk Fru'i ,sem �k Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL20470 RO II INST 20470.17.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports � Other:See INST 20470.17 for Design Pressure Ratings,any FL20470 RO AE EVAL 20470.17.pdf additional use limitations,installation instructions and product FL20470 RO AE TT Piastics.l.odf particulars. (For Fiber-Classic and Smooth-Star doors,this Created by Independent Third Party:Yes Y product approval requires the use of"J"part numbers for these doors,which have been stained or painted within six IN months of installation.) 20470.18 r Therma Tru Fiber-Classic and Nominal 6'8"Non-Impact"Opaque Composite Edge Fiberglass y Smooth-Star Single Door with Sidelite(s)(Inswing/Outswing;XO;OX or OXO configurations) Limits of Use Installation Instruction% • •0000 � •••••• Approved for use in HVHZ:Yes FL20470 t Approved for use outside HVHZ;Yes Verified By: Lyndon F.Schml t1�y�PE.43400 0•� •• $. Impact Resistant:No Created by Ind®pendant iti{�8 i�a�rty:Yes •• • ••' • f Design Pressure:N/A Evaluation Reports •••••• ' • • Other:See INST 20470.18 for Design Pressure Ratings,any FL20470 RO AE •••• • • additional use limitations,installation Instructions and product FL20470 - ••••a•' ••• • particulars. For Fiber-Classic and Smooth-Star doors this Created by Independent Tbild jWV:Yes • product approval requires the use of",I"part numbers for • • • • • _ 00. :00 !•fir '. . 0600:0 these doors,which have been stained or painted within six • G months of installation.) 0'•:•� • 20470.19 s.Therma Tru Fiber-Classic and Nominal 6'8"Non-Impact"apagtCompo%ite Edge FiberagW@•• Smooth-Star Double Door with or withoutf delitEs(Instbff%OLtswing!XX • or OXXO configurations) •• Limits of Use Installation Instructions Y. W' Approved for use in HVHZ:Yes FL20470 RO II INST 20470.19.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 u Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 20470.19 for Design Pressure Ratings,any FL20470 RO AE EVAL 20470.19.ndf additional use limitations,installation instructions and product FL20470 RO AE TT Plastics.1 pdf particulars.(For Fiber-Classic and Smooth-Star doors,'this Created by Independent Third Party:Yes product approval requires the use of"]"part numbers for these doors,which have been stained or painted within six months of installation.) 20470.20 t.Therma Tru Fiber-Classic and Nominal 8'0"Non-Impact"Opaque Composite Edge Fiberglass Smooth-Star Single Door Inswin Outswin ,X configuration) Limits of Use Installation Instructions 3 Approved for use in HVHZ:Yes EL20470 RO II INST 20470.20.p_df j Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes 8 Design Pressure:N/A Evaluation Reports � � Other:See INST 20470.20 for Design Pressure Ratings,any FL20470 RO AE 20470.20 EVAL.odf k s 4 additional use limitations,installation instructions and product FL20470 RO AE TT Plastics.l.p_df particulars.(For Fiber-Classic and Smooth-Star doors,this Created by Independent Third Party:Yes product approval requires the use of"7"part numbers for f these doors,which have been stained or painted within six months of installation;) t X- https:/jwww.floridabuilding.org/pr/pr._app._dtl.aspx?param=wGE...9YAgXJuu9%2fp88>_xkaS%2fQ4B8vVXODtoJRbpgwa%2fA%3d%3d 5/9/17,12:32 AM Page 5 of 6 ' Go to Page Page 1 X54?✓ Nall4 { /r Contact Us::760±Blair Stone Road.Tallahassee FL 32399 phone:850-487-1824 z' The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Z �y 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 z electronic mall 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 F r �+ - , 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 a iF Chapter 455,F.S.,please click Mare. Product Approval Accepts: F x Credit Card Safe �r r r � 0000•• • • 0000•• 0000•••• 0000 • • 0000• • 0000•••• 0000 • 0000•••• • 0000•••• • • • 0000•••• 0000•• 0000•• • • • • • • 0000•• 0000•• 0000••• • 0000•••• • •• 000 •00• 0000 0000 0 0 000 00.00• • • 0000•••• • • • • • • • • • • 0000•• 0000•••• • • • •0000• •• 0000 • • • • • httos://www.floridabuilditig.org/pr/pr._app.,_dtl.aspx?param=wGE...9YAgXJLiu9%2fp88zxkaS%2fQ4B8vVXODtoJRbpgwa%2fA%3d%3d 5/9/17,12:32 AM Page 6 of 6 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product Sub Category Manufacturer Product Name Category Swinging Therma-Tru Corporation Fiber-Classic and Smooth-Star Exterior 118 Industrial Dr Composite Edge Opaque Fiberglass Single Door Doors Exterior Door Edgerton,OH 43517 Assemblies Inswing/Outswing Phone 419-298-1740 'Impact` Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc.and Lyndon F.Schmidt, P.E.(System ID# 1998)for Therma-Tru Corporation based on Rule Chapter No.61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business&Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product evaluation drawing has been developed in compliance with the 5th Edition(2014)Florida Building CodpV901 structural requirements including the"High Velocity Hurricane Zone"(HVHZ). •••• •••••• 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base materi9Pshdll be b%Ybn§%%Il dressing, Or stucco. 000.0• 00 0 0000•• 3. When used in the"HVHZ'this product complies with Section 1626 of the FBC and does not require all lrT PS&resistant Covering. ; •; 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection this product complie1ifti1.Sectiorq 16M.1.2 of the • FBC and does not require an impact resistant covering. This products meets missile level"D"and inclMVind Zorfb•4 bs defined:?• ASTM E1996 and Section 1609.1.2.2 of the FBC. 00:0 0• •• •'••• 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x bucR thalbbnry const0don. 6. Site conditions that deviate from the details of drawing FL-20470.1 require further engineering artal149 by a licensed engineer are . . 0 0 000000 registered architect. see*** 7. Outswing configurations using Coastal Sill (Item #19) and Composite Sill (Item #16) under active Aers meet water infilQattiA: requirements for"HVHZ". All other configurations do not meet the water infiltration requirements for the"HVHZ'ama Uam be installed ' only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle betweeh'the edge of canopy or overhang to sill is less than 45 degrees. 8. See drawing FL-20470.1 for size and design pressure limitations. Supporting Documents; 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01461571 TAS 201,202&203(94) Testing Evaluation Lab.,lnc. William Shelton,P.E. TEL 06-1031-1 TAS 201,202&203(94) Testing Evaluation Lab.,lnc. Wendell W.Haney, P.E. TEL 01460144 TAS 201,202&203(94) Testing Evaluation Lab.,lnc. Lyndon F.Schmidt, P.E. 2. Drawing No. Prepared by Signed&Sealed by FL-20470.1 RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt,P.E. 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Quality Assurance ®�®�e� D�Q®®® Certificate of Participation issued by National Accreditation and ©® �. Y16 Management pOyggOq Management Institute,certifying that Therma-Tru Corporation is ®®®° �;o��G E S •q,® ©®�®� manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. `- o No 43409 > , S-i-P,TE OF o A, qo° ♦ O @q Lyndon F.Schmidt,P.E. FL PE No.43409 10/21/2016 Sheet 1 of 1 . . .•. . . . ... .. .. . . . .. .. . • ••• • • • •i• ��`` %V� THERMAITRU® i . . ,`oma:= a , DOORS i000 000 9 •10 ... . _�: * Hill. Z Fiber-Classic. & Smooth-Stara .111, : : :•. :00 .0.•• ... . . • •• 0. ►/ 1111 �, . . . . . • ... ��000AEm- a COMPOSITE EDGE 37.75"MAX OA a 0 5 6 c FRAME WIDTH o m d a OPAQUE FIBERGLASS SINGLE DOOR a a? �t S 8 'Iii LL INSWING/OUTSWING "IMPACT' O C3J S GENERAL HOTESp o g er 1 .This product evaluation drawhos been developed in compliance with the 5th Edition(2(114)Porido Building Code a (FBC)lin:lud-ng the"Hgh Velocity Hurricane Zone'(HVHZ)- <z_ O w . O HW y WW $, 2. Product anchors stag be as fisted and spaced as shown on details.Ardror embedment to base material shall be ® m beyond wall dressing or stucco. OU r` 0 w = N 0 O y €' 3. When used in the"HVHT ftproduct complies with Section 1626 of the FBC and toes rat require an impact resistant m m W X a I a Icovering LL a o a 4. When used in areas outside of the TWO requiring wind borne debris protection,tiff;product complies with Section >- 1609.12 of the FBC and does not require an Impact resistant covering.This product meets mksge level and includes m ' Wind Zone 4 as defined In ASTM E 1996 and Section 1609.12.2 of the FBC. 5. For 2x stud framing construction,anchoring of ttrese units shall be the same as ttxd shown(for 2x buck masonry construction. = 6. Site conditions that deviate from the deter of this d require further b a licensed drawing erngineeimg analysis Y engineer z 0 or registered architect _ $ 7. Outswing configurations using Coastal SW(item If 191&Composite Sag(item R16)urs active doors meet waterai Infiltration requirements for'HVHP.A®other configurations do not meet the water Infiltration requirements for the 'H Kr and shag be installed only in non-habitable areas or at habitable locates protected by on overtang or Q canopy such that the angle between the edge of canopy or Overhang to SIR is less than 45 degrees. n a a TABLE OF CONTENIS DESIGN PRESSURE(PSI) DESIGN PRESSURE(PSI) z SHEEM DESCRIPTION CONFIGURATION LOCK INSWING OUISWING 1 Typical Elevatlore,Design Pressures&General Notes HARDWARE POSITIVE NEGATIVE POSfifVE NEGATIVE o s 2 Door Panel DetarTs m 3 Elevations x Wkset +75.0 -75.0 +80.0 -80.0 0 0 4 Horaontd&Vertical Cross Sections(2X Buck) z I u z 5 Horizontal&VaffcdClass Sections(IXBuck) x Schlage +75.0 -75.0 z x H+75.0 We 08/02/16 Crossc (Diect o Maony) 5N.T.S.MuFipok +55.0 -60.0 5.0 -55.07 VedicalCross SecBarss i a on BY: JK Buck rome Ancrron g mzo 9 Hardware Details See Sheet 3 for Hardware Spech7caffons car.BY.. LFS ? E 10 Comparterrts wuwuw rm: u m € i t Biti of Matero� FL-20470.1 a fr SHM 1 OF_L1 D . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . lo- os I I EXTERIOR 0.7 i •• �_�� s ••: 00000000 • • .• • • • • • SS V. 0000000 . . . . _ ; 00000000 0000000 tlw 00000000 ^ `^' z° 0000000 00000000 y� 0000000 �. - '� >•'••.. '' �� 'z �mrr 00000000 0000000 • • • • • • • • COMPOSITE i 00000000 COMPOSITE = tOC�STILE '// * 111` _ ^m 0000000 STEEL REINFORCEMENT • i•i i i i• •• C // 111111 i 6;0 00000000 CAP HINGE STILE (0.023 TMK.) INTERIOR • • • • • (ONGP&BRED WOOD)* 00 On.;Z 0000000 (ENGINEERED WOOD) •• • • • . • ••• •• pO x i 00000 0000 1 HORIZONTAL CROSS SECTION LV o E. Z.o 0 IL 0 ..0 0 0 o EXTERIOR 3.6' 0 8 r 9 c w 00000 2 �j �� 0.406" ' a 0°tl° 0000000 1-1 0.7" 0.40d" s LL maa 00000000 O --� 0000000 E OZ 00000000 O ��0/,9 _'` � 4 r.�: _ u T0. (� "�qq'�r. c �'syar.ti o° a OXTAIL A-A STEEL REINFORCEMENT j z PANEL REINFORCEMENT 28.86%OPEN ' (0.023'Thick Steel) AREA MAX. COMPOSITE COMPOSITE J g CAP STEEL REINFORCEMENT INTERIOR LOCK STILE CAP a (ENGINEERED WOOD) (0.0231HK) (ENGINEERED WOOD) o 0 ##8 X 2.5"PFH WS(TYP.®EACH DOOR CORNER) ( 2 HORIZONTAL CROSS SECTION <"' ' �^ m z R y w3 g Qa 36.0"MAX.DOOR 35.813'MAX.DOOR 35.813 MAX.DOOR w m^ o: $ PANEL WIDTH PANEL WIDTH '1 PANEL WIDTH m o TOP RAIL u I O 3 34 (COMPOSITEIENGINEERED 0 Xc 2 >k Kc 2 # 2 ( WOOD) 8 a a Siffi REINFORCEMENT 2 2 [3 C3 _DID - D Z D (0023OMr'THY-)1313 o d 113 FOAM CORE o o _ u (POLYURETHANE- z I Q 1.9 PCF MIN.) 11 n o O O ® p m INTERIOR EXTERIOR INTERIOR EXTERIOR = u , ® o ¢ flBEiGLA$SSKIN� LL i o (OA73THK.) c 'm Z U a mTe 08/02/16 n N.T.S. BOTTOM RAIL I I (COMP.) oat BY.. JK m 1-�-1J1°-�I a«.BY: LFS e 3 VERTICAL CROSS SECTION �VERMAL CROSS SECTIONCROSS SECTION �40 DOOR PANEL 4T DOOR PANEL DOOR PANEL 2 Z FL-20470.1 n BDOK � UI Odor SST 2 of i 1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... `tttNurrrrrq • • .• • • • • • • . • . .. _a;� �. 1_ • • • . • • • • • y pro 00 • ••. • • • • •. • rrr pllltt t� m ri • • • • • •• • • O M W Z E3 E3 U N•; V $CO 0 m O d yM j pae e ma � LL �o $ 0 HARDWARETABLE 8 3a a 2 2 2 5 MANUFACTURER MODEL v 4 5 b b 4 5 6 6 SCHLAGE KNOB. F51 0 S X DEADBOLT: 860 ::)C) N KNOB: SIGNATURE SERIES DEADBOLT: SIGNATURE SERIES(M)KINIKSET S m Q N SEE HARDWARE HOPPE MULTIPOINT:MPDGARTw y W $ CHART (THERMA-TRU) (3 pt.Manual Tongue) m � a a 0 Y x m 8 3 1 2 3 4 G 7 7 7 7 =fRDnz 0 m a DAM a a � z o m w i v Q f o � j m q i C OZ U ZZ X08 N.T.S.t 6 DWG.BY: JK m 2 Fiber-Classic/Smoot -Star Door Panel Options dW BY. >FS Pard options shown are for MustraHon and are representative ordy 0RAW=NO.: m I nllar opaque parrel conligwalions�e a9owed) FL-20470.1 N SHM_�L or 11 a . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... ``�11uu1rrrri • ••. • • ••• �` �i • • • ••• • • •• • .`��:'' �a'� : D . . .• . • . . • . • • Gs . . .. . • ° .• ` g • • i • •°i i i• • '''���+ *111��,``` y>° S • • • • •• • � • z nmi V � biro•: ^yC �S \ N Sgoo nm o0 \ �JJ6N O�tma ca c p lz a v a 40 41 42 l � �a 3 U 6 1 x Q� UQ� S EXTERIOR INTERIOR �ce WN 0 foo >... 7QVERTICAL CROSS SECTION EMB.(Ty'.) ^goto (C N zuj E q E �m ouhwmg shown If—n9 smilax) h � a S n Shown w/2X Buck S o C3 O tr U ` 0.15"C-SINK 0.15"C-SINK ° m Ilj (m'l L u , 1 C D p _ ° a 6 6 n z % L INTERIOR INTERIOR o ° w i C Q 4 a: EXTERIOR EXTERIOR ° 24 40 41 42 40 41 42 27 z o t } L 29 1 t-t/4'1 nhN. 08102116 m EMB- EMB.(rrr.) SCALE N.T.S. ° 2Me.BY. JK m 2 HORIZONTAL CROSS SECTION 3_ HORIZONTAL CROSS SECTION CWL e,•: hfS 3 € q Shown w/2X Buck 4 Shawn w/4X Buck N0; bOulswing shown pnnving sirM� 9 shovm MN+�9 ) FL-20470.1 0 d %W 4 of 11 D d . .. .• ••. • . ••. .. ... .. .. . . • . . . . . . . . . . ... . . . . ... `sssr n u Urrq ••••••• •• „Q``r .00 �g`j i• • • 41 ••• •• �V • • • , _ w • • • =ZTa_ E • • • e•• ••• • a � Z t<rtQ� w ;•.. Gj`�� o m 000 00 A •• i i° i••i i• •• iry * �� >>rmim IX Buck to bre secured to • r 11111 G i and masonry by others • • •• ••• 1p V .. V ` E -- 6 OIL doa z bb 1 0 3a EXTERIOR INTERIOR �v U= o Q� Zp CX (J�)VVMCAL CROSS SECTION o 5 Shown w/IXsub-bvck 0 �o Outswing shown(Inswing san1ar) WU W ZW E " E to Q Ny C C-- ¢ pN LL =K C p U o a a v0 90 m J >a f 9 0 z $ \ INTERIOR INTERIOR a G LLLT o v G + o 0 B2 23 24 EXTERIOR EXTERIOR o 40 41 42 40 41 42 27 A o 0 1-1/4 MIN. 29 I_I/q"1vtIP(, z EMB.(T>P.) 1 EMB.(TYP.) DAM 08/02/16 z scut: N.T.S. 2 HORIZONTAL CROSS SECTION ows BY. F m € 5 Shown w/I X sub-buck L�1 HORROM sub CROSS SECTION a« BY.. LS 3 Outswing shown(Inswing shrW-1 5 g (ung ) uruwu�ra.: E FL-20470.1 0 c{' . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... ��p1uu►rrrr� va • • . • • • • • • = m E ts' E t.s MAX, MAX. W y �N5/ • •• • • • •• ••• i iii �••. `�� a nm • • • • • •• • rrp 11111 C 1 ••• i i ••• i •� • 1 �N. 3` F E� Z$z� 40 41 42 N y g 9 0`o a 40 41 42 s `°� E oZ w o �a EXTERIOR INTERIOR L7CIERIOR IM8t10R _ v } 2 JD cn 1 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION 6 Shown D'aect to M 6 Shown Direct to Mosoruy Outs irg only w/4-9 jamb Oulsmng only w/6.9!16 Jamb o DIRECT TO MASONRY MAX.DESIGN PRESSURE w/STANDARD STRIKE_±55 PSF N w/SECURITY STRIKE= ±65 PSF u u� K 00 o �k C 1 1 C �< C 1 1 C i m fv �� WIERIOR `�'•� I I H� 6'•z 40 41 42 Z a Z a X11, 1 n INTERIOR _ 11 I 1 rf N 40 41 42 N M M M $ EMB.(TYP.) t-1l4'MIN, m EMB.)TYP.) r E ti EG RIOR a E o o a 5 LL E E)CIfRIOR E o a Z rj M EMB. ) 1-IMMIN. 08/02/16 a ') DAM z0 N.T.S. a HORIZONTAL CROSS SECTION 3 HORRONTAL CROSS SECTION 5 HORIZONTAL CROSS SECTION 6 HORIZONTAL CROSS SECTION �• �x m F Shown DQrect to Masonry a K e.: LFS 3 € 6 Shown S ng only w/4Ma9/Iamb 6 Strown Direct to Masorv� b p 9 w%A6 9/1 jamb 6 Outs'^dn9%w/6-9 Jamb DRAW=NO, m Outs•ing only w/49/16 jamb FL-20470.1 a Slur 6 OF 11 a . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... Notes: • ••• ••• ••• • ••• `\O �i� • • • •• • .� - pi 1.SM Item#'s 17.18.19,32 34,35,36,37,38&39 are attached to jambs wl(3)#8 X 2-t/2"pth screws at each end. • • •• • • • • • • • • �Q= �� SM Item#'s 16&33 are attached to jambs w/(2)#8 X 2-1 IT pih screws at each end. • • • • • •• • • ; Sof Item#15 is attached to jambs utilizing(4)#10 X 1-1/T pph screws at each end. • • • •• ••• • '_' "� :w7 z° * 04'or •GJ\� o m •• • • • •• ••• •• '��j� ••'••....-• •�\\\ L�� INTERIOR EXTERIOR • • • • •It�2T0(S EXTERIOR 11 0 Z • • • 606- • • • •• • • • • •• U 114,•• Em z 40 41 42 g 4fl 41 42 9 \ "� 'm a a to � '`; E 9z 32 38 39 33 34 35 36 37 W SEE NOTE 1 / E SEE NOTE 1 E o a 0 0= �C vNi �z U C W VERTICAL CROSS SECTION of o r Iriswing SM r21 VERTICAL CROSS SECTION a a i 7 Irewmg SSI m 3 i EXTERIOR INTERIOR 3 EXTERIOR INTERIOR 16 17 18 19 40 41 42 0 S 40 41 42 7 !� 10 LO 15 SEE NOTE 1 E SEE NOTE 1 E U 3 t < p p m z [°) We 08102116 i 3 VERTICAL CROSS SECTION sc�c N.T.S. 7 Outswfig SAI(Coastal SM strovm) 4 VERTICAL CROSS SECTION 09M BY. JK 7 PWA.Access� CM ft LFS 3 n m FL-20470.1 0 = sN[n 7 ov 11 ; . . ... . . . ... .. .. . . . .. .. . . • . . . • . • . . . . ... . . . . ... X% I/. • • • • • •• o'�. ' �J�.` • • • •• ••• • =v it �a; !• • • • •• ••• •• ��••' ....... 0 4c • ••• • • • • •• • Itllll m • • • • • :0. • • • JAMB TO HEAD DETAIL 4 z N m i ••• i 0 ••• i i • 0•• •• (TYP.) a Em i oZo n m o a q s p 0 a 94 maaT F OZ l t 4'(TYP.) 4'IMP.) a ci _ - � _ D D ( 2X BUCK HEAD&JAMBS HEAD&JAMBS J IXBUCK N S (TYP.) PYP-) BUCK o M DIRECT TO mo 2X BUCK N MASONRY al Q m SAME a a 60 PSF MAX I 80 PSF MAX 1 HEAD&JAMBS (TYP.) m s — ?- ` a v _ G E �o N U �O 2xg O ^O w F Ix a "NN.T.S. F s MASONRY) 2X BUCK ANCHORING 2X BUCK ANCHORING, FRAME ANCHORING aa Doc.BY, JK m' .2 asc.BY. LES 3 DPAVW �n w-2 U 0*470.1 11 ci d . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . 0% ... ��ttu+urp p • • •• • • • • • • • • per ` oZ O� • ••i ° g�."i ii�>� , � % 2X BUCK L 28 S • %`% :r1 3 ff�PG • 11 1111 vM o io 0 • • •^ • • • \_ oro z 1X BUCK (' DETAI!(Tl�•t • • ••• •• l a N DIRECT TO m 26 \ `a E m o z° MASONRY v 1 g L g g o`o a a r 4 2X BUCK 2$ d l\ I X BUCK G ❑ —� O SffTONGUE �w m 27 + ' p 0 STRB:E DETAIL + 2X BUCK L 0 a DIRECT TO M I'M lnP1 N MASONRY 00 P= 1X BUCK G LATCH&DEADBOLT DETAIL m N_ 9 DIRECT TO M U Kw�cset �� MASONRY 310 I o LL r i� N SEE LATCH/ TONGUE STRIKE DETAIL 2X BUCK &DEADBOLT L DETAIL SEE LATCH S IXBUCK G 8 DEADBOLT i` a 1g 8 DETAIL N 0 DIRECT TO M SUB STRIKE MASONRY PLATE a as S 28 2X BUCK ( ml E 1XBUCK G s C 22 SnWJAMB HINGEJAMB STRIKE JAMS DBtECTTO M _ BUCK Latch and Deadbolt MuiBpant Lock MASONRY N = z S IX BUCK G ❑ 27 N DIRECT TO M X LL MASONRY L 2X BUCK LATCH&DEADSOLTDETAIL 29 G 1XBUCK Mu pont Lock a LATCH&DEADBOLT DETAIL B case Ap DIRECT TO MULTIPOINT LOCK STRIKE DETAILS 4LATCH&DEADSOLT STRIKE DETAILS aRECTTo MASONRY a It (Standard Deadbolt Strike Plate) M MASONRY 24 23 0 0 z U z L WE:08 02/16 i g DEADBOLTSKEDETAILS HINGE WAIL � N.T.S. F (Security Deadbolt Strike Plate) vW.BY. JK 0 aoc.sr: LFS 3 otawuxt No.: FL-20470.1 0 SHEET 9 of 11 N D r. ac . . ... . . . .•. .• .. . . . .. .. . • • ••• • • • • ••• • • • • • . . .L fes—a.s6° —I o _tgie` * ,<_.m 7.59° 7S"• • • •.• • I �m;4j Z 0 • • • • • •• w • F�Tt 2.36� Iz, INSWING THRESHOLD • • • • • • • • • c INSWING THRESHOLD 37 •• • • • • • 000 •• ' WOOD JAAAB ` E m n m z g Iruwfig Bas c Compote Adjustable Sd17-t/79 Baric Pond 7-t 17 SR $g` z o 1.0 v Ea gooa 5.83" 4.56' �1 4.W ` 9 gEg o z 16 OU1S.7 THRESHOLD a: INSWING THRESHOLD INSWING THRESHOLD COr" �o 33 Ugwing Bad.Posed Sfi Irmvtng Composite Adtustable 511 AlA7C.li5 P51I rn Z .Q�i (wf�e water i�flhatbn6requ'ced) �� m a 5-75" 5.77' 4.56" VI 0O + a a a � � GSWING THRESHOLD ~. m 6isviag Moderate Clmate SR 1-3/8° 39 INSWING THRESHOLD OUTSWING THRESHOLD Insw§g B�Composite Adjustable Sit 7 Compote/Aluminum SR v 5.75 5.75 z 6.0' g �1 OHISWING THRESHOLD INSMYINGTHRt3HOLD 'w SM 5.75' � trtswUg Moderate Comate SB � � (ice Bredcl i m 8 5.75 15 PUBLIC ACCESS THRESNOlD 4.56" a 236 o m z 1 2 U _1 o 08/02/16 i L /TM �rmjsaua N.T S. o INSWING 1HItFSHOLD ��179" F� 1.97 L mer: JK m ~ Imwing Basic Po ed 53/4 SII o 2 ctac BY. LFS o COASTAL OOISWMG THRESHOLD aaram No.: m �• c $ SWEEP 9 SVS 7 Q SWL�P c 1 wood/Akmdrnmr S® fL-20470.t N s,im 10 of 11 6 d • . .•• • . • ••. •• .• • • • •. •• . • • • . • • • . . • . • .•. • . • • ... `���tilluurrrr BILL OF MATERIALS • • •• • • • • • SIL174F MATSLS �p;• g REM# DESCRIPTION MATERIAL D6iCCMATERIAL - A 1 X BUCK(SG>=0.42) WOOD 18 x 2-1/ PF qOOD S E STEEL ] B 2X BUCK(SG>=0.42) WOOD 26 #8 x 5/8"PFH WOOD SCREW STEEL �:i•:, y�� C 1/4"MAX.SHIM SPACE - 27 LATCJl STP4KE P TESao 00 STEEL '��g'•... ,•` GOO D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28P DIA12BCtT R E • STEEL MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 28A DCANOLT SEOURITY 3UB STRIKE LATE STEEL rrlL 111 o,qm z° E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 286• DiAGBOLiSTRI&E WAVm(&EGURfTY) STEEL ` c x Z G 3/16"X 3-1/4"ITW CONCRETE SCREW STEEL 29 4"X 4"HINGE STEEL \ ` 8=W Z m°o J 1/47 X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH&DEADBOLT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP L #10 X 2-11T PFH WOOD SCREW(1.15'MIN.EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP M 3116'X 2-1/4"ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP az N 3/16"X 2-3/4"ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP Ca 1 JAMB(FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP 6 WEATHERSTRIP(MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP 7 WEATHERSTRIP(LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP 8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMPO 9 SWEEP(USE W/MODERATE CLIMATE THRESHOLD) VINYL 36 INSWING THRESHOLD ALUM/COMP {" N 10 SWEEP(USE W/PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP �� m 15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL(BOOK) - w o S 16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL(HYBRID) - m 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL(UI) � o 18 OUTSWING THRESHOLD ALUM/COMP a a 19 COASTAL OUTSWING THRESHOLD ALUM/WOOD 22 #8 x 3/4"PFH WOOD SCREW STEEL m g 23 #10 x 3/4"PFH WOOD SCREW STEEL 24 #10 x 1"PFH WOOD SCREW STEEL k kn = CONCRETE ANCHOR NOTES: o g 1.Concrete anchor locations at the comers may be adjusted to maintain the min. in edge distance to mortar joints. 2 Concrete anchor locations rated as 7 AX ON CENTER"must be adjusted to b m Antaln the min.edge distance to rr odar joints,addtional concrete anchors a may be required to ensure the WAX ON CENTER"dimension are not exceeded. a 3.Concrete anchor table: i c /CNGHOR ANCHOR MIN ARN.CLEARANCE MIN;CLEA9ANCE TO MASONRY TO ADJACENT s IYPE SIZE'° 1JbIBEUMFM EDGE /UVCHOR; o LL o TAPCON® 1/4' Z01 o° ELCO �>E 08/02/16 z ULTRACON 1/4' 1.1/4' 1' 4 n smE N.T.S. d RWI • 3/1C 1-1/4" AS SHOWN 1-1/2' cm.or. JK TAPCON .2- aec w: LFS 3 WOOD SCREW INSTALLATION NOTES., MAW=NO, a 1.Matntah a mWmum 5/8'edge distance,1'end distance,&1'o c.spacing of FL-20470.1 m wood screws to prevent the spMft of wood. srea 11 a 11 a a