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HomeMy WebLinkAboutSUBMITTED PAPERSPERMIT NUMBER: ' O a daZq PLANNING & DEVELOPMENT SERVICES DEPARTMENT ,SCANNSTTILDING & CODE REGULATIONS DIVISION BY 2300 Virginia Avenue ' �fi, Lucie Fort Pierce, FL 34982 �a� Count ) y (772) 462-1553 tie APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: 2. PARCEL ID NUMBER: 3. 4. DESCRIPTION OF PRC ISO S c / A n�o N L --r.p A-c-T TYPE OF STRUCTURE: SFR MOBILE HOME OTHER 0--r CP SrO:: nor 5.0OWNERS INFORMATION Ti1 a.,... ps o 6. CONTRACTOR'S INFORMATION nr� � J IN, Name: Pi_ � i QQ UV e i ci i ti 1-- FL Reg/Cert #: Address: ..l!i County Cert #: � x� 33 City:. �Y'� P f(^�P State: E( t. Zip: �lci Phone:—o,, aa3-�7`{U, Business Name: ;;�-1 G Cp L (-p rZ V r2w Phone Number: S to t -�7 Windows, Swing Doors, Skylights, Fixed Glass Opening Design Pressure A.S.C.E - 7 Design Pressure Product Manufacture Model # Method of Attachment # Florida Product Approval # 120 mph 1130 mph 140 mph Windows & Skylights Exposure B Exposure C Overhead Garage Doors < 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2) B- Size C- Size 7. VALUE OF CONSTRUCTION: $ �I - 1 FEES DUE: No , Q z RECEIPT: ° -I 519 OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. PINT QUALR' 1YNERS NAME Cl SIGNATURE OF QUALIFIER/OWNER STATE OF FLORIDA. COUNTY OF ISPIQl "CI�C ACKNOWLEDGED BEFORE ME THIS DAY OF HAS PRODUCED IDENTIFI�CA SIGNAT OF TARP Tl E: NOTARY PUBLIC / 20A BY-Jat e!j ✓ Daytl WHO IS PERSONALLY KNOWN TO ME OR WHO ANGELA YOUNG :�REXPIRES E OR PRINT NAr(4070-98-01.53 ApM 12, 2016COMMISSION NUMBER FloedallotarySorvlcoxo NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING FILE COPY OR IN 1 OPENING ONLY. :XISTING HURRICANE PROTECTION )ER PERMIT # 14010302 PER HOMEOWNER. OPENING PRODUCT DESIGN OPENING SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WDTH. HGT. FTG. ZONE POS. NEG. (N.O.A. #) POS. NEG. 1 36 96 24.00 4 37.1 1 -40.3 FL15129.17 50.0 1 -50.0 FRONT ENTRY REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOORS. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 1/4" TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES MEAN ROOF HEIGHT = 16 FT 3 IN THOMPSON RESIDENCE 3609 GROVE COURT DOOR REPLACEMENT PLAN FORT PIERCE, FLORIDA 04/09/2012 - F:101 Wind Series C&C 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean DESIGN PRESSURES (PSF)-ZONE 4 Roof Tributa Area (Sci Ft Height SO 15 1 20 25 30 1 _:Z--45_ 1 50 - 0-15 ft -41.0 -40.0 - -38.7 -38.3 -3�t.9( 1\,,-___ ^3.':' +37.8 +36.8 +36.1 +35.5 +35.1 +34.7 �3a.4- d34.1 r 3.& -41.6 -40.5 -39.8 -39.3 -38.9 -3p.4 zt38,--'I -3`6 16 ft +38.3 +37.3 36.6 +36.0 +35.6 +35.21 •.534:9• L+34.6_ .262E � 42.1 -41.1 -40.3 -39.8 -39.3 -38�9- �}` -38 ` 17 ft r8(0' `3SUO; +38.8 +37. +37.1 36.5 +36.0 +35.6 +35.3 -+334.7 18 ft -42.6 -41.6 -40.3 -39.89, 4, IF39. t I 1+13_ 38:� + �38:5= +39.3 +38.2 +37.5 +36.9 +36.5 1 5.4= ^�F35 -43.1 -42.0 -41.3 -40.7 -40.3 -39.am ZS§9 V {391. 1 19 ft +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 -43.6 -42.5 -41.7 -41.2 -40.7 -40.3 -39.9 -39.6 -39.4 20 ft +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 -44.0 -42.9 -42.2 -41.6 -41.1 -40.7 -40.4 -40.0 -39.8 21 ft +40.6 +39.5 +38.7 +38.2 +37.7 +37.3 +36.9 +36.6 +36.3 -44.4 -43.4 -42.6 -42.0 -41.5 -41.1 -40.7 -40.4 -40.2 22 ft +41.0 +39.9 +39.1 +38.5 +38.0 +37.6 +37.3 +37.0 +36.7 -44.9 -43.8 -43.0 -42.4 -41.9 -41.5 -41.1 -40.8 -40.5 23 ft +41.4 +40.3 +39.5 +38.9 +38.4 +38.0 +37.6 +37.3 +37.0 -45.3 -44.2 -43.4 -42.8 -42.3 -41.9 -41.5 -41.2 -40.9 24 ft +41.7 +40.6 +39.8 +39.2 +38.7 +38.3 +38.0 +37.6 +37.4 -45.7 -44.5 -43.8 -43.1 -42.6 -42.2 -41.9 -41.5 -41.3 25 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 -46.0 -44.9 -44.1 -43.5 -43.0 -42.6 -42.2 -41.9 -41.6 26 ft +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 -46.4 -45.3 -44.5 -43.9 -43.3 -42.9 -42.5 .42.2 -41.9 27 ft +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 -46.8 -45.6 -44.8 -44.2 -43.7 -43.2 -42.97 =4ZI ,-41 28 ft +43.1 +42.0 +41.2 +40.5 +40.0 +3956_ a392- -38.9 +38.9- 29 ft -47.1 -46.0 -45.1 -44.5 -44.0 -4 6 �43..r �2I9� ^41.6 +43.4 +42.3 +41.5 +40.8 +40.3 +3.9.9�;_, 5- +j9.2 +t3&9, -47.4 -46.3 -45.5 -44.8 -44.3 -4�tt 9 r� =c4133 'a, 3:2 30 ft +43.7 +42.6 +41.8 +41.1 +40.6 +4,0.2 �39:8_ �,39.5 +99.2, ft -48.1 -46.9 -46.1 -45.4 -44.9 -44'5zz `` ti44' i�43.5- 32 +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3'40r0� %r39.7 35 ft -49.0 -47.8 -47.0 -46.3 -45.8 45,_ 1rI44�-�9�II f+41'.1 �4�;16 �40:8=!+40.5 ,�4�3. +45.2 +44.0 +43.1 +42.5 +42.0 41.5� -50.4 -49.2 -48.3 -47.6 -47.1 -46.. 0460 -4�5:9VIj nk- 40 ft +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 -51.7 -50.4 -49.5 -48.8 -48.3 -47.8 -47.4 -47.0 -46.7 45 ft +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 -52.8 -51.5 -50.6 -49.9 -49.3 -48.9 -48.4 -48.1 -47.7 50 ft +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 -53.9 -52.6 -51.7 -50.9 -50.3 -49.9 -49.4 -49.0 -48.7 55 ft +49.7 +41.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 -54.9 -53.6 -52.6 -51.9 -51.3 -50.8 -50.3 -49.9 -49.6 60 ft +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 1 +45.3 EXTERIOR ZONE 5 PRESSURES Mean DESIGN PRESSURES (PSF) -ZONE 5 Roof Tributary Area (S Ft) { ight 10 1 15 20 25 1 30 35 40 45 50 1 -50.6 -48.6 -47.2 -46.1 -45.2 -44.5 -43.8 -43.2 -42.7 0-15ft +37.8 +36.B +36.1 +35.5 +35.1 +34.7 +34.4 +34.1 +33.8 -51.3 -51.3 -49.3 -47.8 -46.7 -45.8 -45.1 -44.4 -43.8 -43.3 ft �16 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 -52.0 -49.9 -48.5 -47.3 -46.4 -45.6 -45.0 -44.4 -43.8 17 ft +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +35.0 +34.7 �08 +39.3 38 2 37.5 36.9 365 +36.1 +35.7 +35.4 35.2 -53.2 -51.1 -49.6 -48.5 -47.5 -46.7 -46.0 -45.4 -44.9 19 ft +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 -53.8 -51.7 -50.1 -49.0 -48.0 -47.2 -46.5 -45.9 -45.4 20 ft +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 1 +36.2 +36.0 -54.3 -52.2 -50.7 -49 5 -48.5, -490` -46.4 -45.8 21 k +40.6 +39.5 +38.7 +3,83I: _+37_7` `+37.fl3y. +3617 +� +36.3 22 ft 1. 37�3� +41.0 +39.9 39.1 �854 0� '.6s -$STO 36.7 -55.4 -53.2 -51.6 -5�0.4 jl = 49. S.6,, =4 �9 i �47.3 -46.7 23 ft +41.4 +40.3 +39.5 +38:9 _21i.4+•• 4+38`V {+37:¢" ,f3• . +37.0 -55.9 -53.7 -52.1 -50:9��9 J ` S. `=4•Y.1 -47.1 24 ft +41.7 +40.6 +39.8 +39.2 +38.7-^F3 ''-+/38.0 +37.6 +37.4 25 ft -56.4 -54.1 -52.6 51��3y r50.3� 1C� 9.5= N -48-8• 8 0� -447.5 +42.1 +41.0 -0.2 -9.6` Ild +38 3 '38 37.7 -56.8 -54.6 -53.0 -51.8-' S- l'g9 9(, -�); n5S� -47.9 26 ft +42.4 +41.3 +40.5 1 +39.9 +39.4 +39.0 1 +38.6 +38.3 +38.0 -57.3 -55.0 -53.4 -52.2 -51.2 -50.3 -49.6 -48.9 - 88.3 27 ft +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 -57.7 -55.4 -53.8 -52.6 -51.6 -50.7 -49.9 -49.3 -48.7 • �28 ft ;'� +43.1 +42.0 +41.2 +40.5 +40.0 +39.6 +39.2 1 +38.9 +38.6 -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 -49.7 -49.1 29 ft +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 30 ft \ +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.2 -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 32 ft +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3 +40.0 +39.7 : `�, •60.5 -58.1 -56.4 -55.1 -54.0 -53.1 -52.3 -51.7 -51.0 Nl'J +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 1 S' ) -62.2 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 40 ft +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 -63.8 -61.3 -59.5 -58.1 -57.0 -56.0 -55.2 -54.5 -53.8 45 ft +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 -65.2 -62.6 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 50 ft +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 -66.5 -63.9 -62.1 -60.6 -59.4 -58.4 -57.6 -56.8 -56.1 55 ft +49.7 +48.4 +47.4 +46.7 1 +46.1 +45.6 +45.2 +44.8 +44.5 -67.8 -65.1 -63.2 -61.7 -60.5 -59.5 -58.6 -57.9 -57.2 60 ft +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 WIND VELOCITY = 170 MPH MRH <_ 60' EXPOSURE 'C' BASED ON Kd=0.85 ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEP.ICi-T-K ORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CR =IeA1`CC-ONIDITIOPT�OF�AN. _ WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL COIT!1DI_1°IONS$EQUIRED FOR LI'S 1TH THESE TABLES. 2. TABLES VALID OjVLY, IZBB��INGSOF MEII. ROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID FOR LLIROOF,fYPES,�&�L.OP,ES. APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10- SHAD- BED-ERFED BYENGINEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE BUZLC III�•GMEg 4,(AVERP�GE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIF ED-UST'tIEIPEAIC�ROOF�HE1b T. S. ALWAYS ROUND �Ul;GHTS�r0) EXIT . LE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRIBtlT-A��L_P:�q=O �T,fiE OPENING IN QUESTION (HEIGHT' WIDTH) OR THE SPAN LENGTH (HEIGHT) Ml?CTI21Ij.ED-Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRDIEE��SP,,Q�,,,f�-LENGT;Ii�(f1 EIGF•dS�(.3).�USE,THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- [FHISSZNCLkI D��_S'`•((.1jZEA5'BETW E. _ (JL$ fLUCiURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENINGGAT�NO,! r9F,. DE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND,TjRIt}UTF,1R:YA, REA DOW�V`TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE'THE"L`ARGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. ' 3. THESE CHARTS ARE NOT VALID AS A SITE -SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESRONDDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED ERE�N$HAT_L BE-DZC% ND VERIFIED BY THE GOVERNING BUILDING DEPARTME,�A1N_-PERM HOLDER,.NO= RRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED. REI��I - , r/� 5. THIS SPECIFICA O , I OT - IENDEO TO OFFER ANY PRODUCT APPROVED CERTIFICATION, REFER TO-9_ -SEP.'AR4TELN�SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIG &jNSTALCATION'INFOJ MATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TQ' B. VERIFIED+BY OTHER.5,IACCORDANCE WITH GOVERNING CODES. 6. ADHERE TO AC 6T 2ROTECTIOiN,SV ; EM ORDINANCES. 7. NO CERTIFICATION'IStD(EERED-FOF rijJt INTITY EGROF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY PROVQ_@_�REIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. _ a= 10% OF LEAST-31R�MO� LDIMFJJJSIQLIlOf3 �4D la�&E:D7RH, PEAK ROOF WHICHEVER IS SMALLE�i,;Bl1� fN,Oj,fCESSq` HAN,4_Y. OF LEAST HORIZONTAL HEIGHT DIMENSION OR 3FT (lnr)-:•US ZONE 5'41FAT AL•L=IN QUESTION. CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF a a EAVE HEIGHT µ ROOF I HEIGHT 5 1 ® I 5 //���5y ELEVATION _- 55 (3 WALL ZONE FIGURES ISO IC In O o REMARKS DRWN CHKD DATE -n 0 D O < INIT ISSUE GSS TSB 03/05/12 2010 FLORIDA BUILDING CODE ENGINEERING o � o z m m U5 REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 < EXPRESS ° _- °, " 3 ASCE 7-10, CHAPTER 30 �- �T z _ = DESIGN LOADS FOR COMPONENTS &CLADDING 160 SW 12th AVENUE, #106 ~o ^_ �z 1 F MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 m �_ _ D H 6 O m THIS DOCUMENT IS THE PROPERTY OF FRANKL BENflARDO, o Z RE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART PH: (954) 354-0660 FAX: (954) 354 0443 Z WITHOUT WRITTEN CONSENT OF FRANKLBENNARDO,P.E ASCE 7- 1 O WWW.ENGEXP.COM mo `O o "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHERCERT of AUTH i198e5 z - rn UJ MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND µ rn INVALIDATE OUR CERTIFICATION. _ - Florida Building Code Online {J f r u �, r t ) ✓.�� }#° "- Y L<:_ r x'��''r��" �'°�_�� � �3.,. `a M1b "`.,....�.._,..__._.._._..,_..,:.....-.._..-.m....._-_...v...w. ��t�..,.i 1 a�'ns.-`��.b•y��1! d..„ay.`. i6€`a t d1r_. �ti��.,r `�` � •i�-: Rolidd D£'pcagmentBCIS Home g Log In � User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map E Links Search Busines�,� Profession al fit- Y Product Approval ���idtaiiod l USER: Public User Product Approval Menu > Product or Ap.l�ic:ation Search > Application List > Application Detail FL # FL15129-R1 �a Application Type Revision f, Code Version Application Status 2010 Approved Comments Archived Product Manufacturer Trinity Glass International Address/Phone/Email 4621 192nd Street East Tacoma, WA 98446 (253) 875-7300 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Ryan J. King, P.E. Certificate of Independence Referenced Standard and Year (of Standard) Ej Validation Checklist - Hardcopy Received FL15129 R1 COI Certificate of Independence pdf Standard Year 101/I.S.2/NAFS 2002 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 http://www.noridabuildiiig.org/pr/pr_app_dtl.aspx?param=wGEVXQNvtDgsidcHd6ieP8.IXIFY5%2b%2fQVgJdOtKpAnnQdRL5%2f86mx.13g%3d%3d[7/25/2013 9:27:29 AM] Florida Building Code Online TAS 202 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 05/03/2012 Date Validated 05/03/2012 Date Pending FBC Approval 05/08/2012 Date Approved . 06/11/2012 1994 Summary of Products FL # _ Model, Number or Name Description 15129.1 a. Fiberglass Door US Single Opaque "Impact" Fiberglass Door - Outswing/Inswing Configuration (X) _ Limits of Use _ Installation Instructions Approved for use in HVHZ: No FL1512.9 R'1 II INST 1512. 3.1.r)dL 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 15129.1 for Design Pressure Ratings by specific FL15129 R1 AE EVAL 15129.1.�1f Model and for any other additional use limitations and installation Created by Independent Third Party: Yes instructions. 15129.2 b. Fiberglass Door 6'8 Single Opaque "Impact" Fiberglass Door with "Non -Impact" Sidelite or Sidelites - Outswing / Inswing Continuous Head and Sill Configurations (OX or XO; OXO) Limits of Use T Installation Instructions Approved for use in HVHZ: No FL15129 RI. 11 INST 15129.2.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 15129.2 for Design Pressure Ratings by specific FI 1.5129 RI AE EVAL.. 151.29.2_odf Model and for any other additional use limitations and installation Created by Independent Third Party: Yes instructions. 115129.3 _ c. Fiberglass Door 6'8 Single Opaque "Impact" Fiberglass Door with "Non -Impact' Sidelite or Sidelites - Outswing / Inswing Configurations (OX or XO; OXO) LmUse Installation Instructions Approved for use in HVHZ: No FL15129 R1 11 Inst 151 29.3.oSlp 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 15129.3 for Design Pressure Ratings by specific 1`I_15129 R] AE EVAL 15129.3.odf Model and for any other additional use limitations and installation Created by Independent Third Party: Yes instructions. 15129.4 m d. Fiberglass Door 6'8 Double Opaque "Impact" Fiberglass Door with or without "Non- �._ Impact" Sidelites - Outswing / Inswing Configurations (XX; OXXO) Limits of Use Installation Instructions Approved for use in HVHZ: No FL-1.5129 R] II INST 15129.4.Ddf 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 15129.4 for Design Pressure Ratings by specific FL1.5129 R1 AE EVAL.. 151.29.4.ndf Model and for any other additional use limitations and installation Created by Independent Third Party: Yes instructions. 15129.5 e Fiberglass Door -� 68 Single Glazed "Non -Impact" Fiberglass Door - Outswing/Inswing _ Configuration (X) { Limits of Use Installation Instructions I Approved for use in HVHZ: No F1.1.5129 R1 iI li)st 15129 5 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 15129.5 for Design Pressure Ratings by specific FL15129 R1 AE Eval 15129.5 odf Model and for any other additional use limitations and installation Created by Independent Third Party: Yes instructions. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsidcHd6iePS.IXIFYS%2b%2fQVg.IdOtKpAnnQdRLS%2f86inxJ3g%3d%3d[7/25/2013 9:2.7:29 AM] Florida Building Code Online 115129.6 Fiberglass Door .imits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15129.6 for Design Pressure Ratings by specific lodel and for any other additional use limitations and installation nstructions. 115129.7 Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15129.7 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. 115129.8 Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15129,8 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. 115129.9 Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15129.9 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. _ 15129.10 riFiberg lass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15129.10 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. 129.1.1 (k. Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15129.11 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. 115129.12 11. Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15129.12 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. 115129.13 Fiberglass Door i'8 Single Glazed "Non -Impact" Fiberglass Door with "Non -Impact" iidelite or Sidelites , Outswing / Inswing Continuous Head and Sill 'onfigurations (OX or XO; OXO) Installation Instructions FL15129 R1 II Inst 15129.6.12df Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes °valuation Reports FL}5129 R1 AE Eval 15129.6.ndf Created by Independent Third Party: Yes Single Glazed "Non -Impact" Fiberglass Door with "Non -Impact" elite or Sidelites - Outswing / Inswing Configurations (OX or Installation Instructions FL151.29 RI IT Inst 151.2.9.7.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes valuation Reports FL15129 R1 AE Eval 15129.7.odf Created by Independent Third Party: Yes Double Glazed "Non -Impact" Fiberglass Door with or without i-Impact" Sidelites - Outswing / Inswing Configurations (XX; [nstallation Instructions FL15129 R1 II Inst 1S129.8.12df Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes valuation Reports FL.151.29 R1 AE Eval 1.51.29.8.ndf Created by Independent Third Party: Yes 5'8 Single Opaque "Non -Impact" Fiberglass Door - Dutswing/Inswing Configuration (X) [nstallation Instructions FL.1.5129 R1 II INST 1.5129,9.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes .valuation Reports FL15129 R1 AE EVAL 15129.9.odf Created by Independent Third Party: Yes 6'8 Single Opaque "Non -Impact" Fiberglass Door with "Non -Impact Sidelite or Sidelites - Outswing / Inswing Continuous Head and Sill Configurations (OX or XO; OXO) Installation Instructions FL15129 R1 II Thst 15129.10.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL) 51.79 R7 AF Eval 1 5129 10,Dd Created by Independent Third Party: Yes 68 Single Opaque "Non -Impact" Fiberglass Door with "Non -Impact" Sidelite or Sidelites - Outswing / Inswing Configurations (OX or XO; OXO) Installation Instructions F!._1.5129 R1 II InaL I5129 11..ndf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15129 R1 AE Eval 15129.11ndF Created by Independent Third Party: Yes '8 Double Opaque "Non -Impact" Fiberglass Door with or without Non -Impact" Sidelites - Outswing / Inswing Configurations (XX; Installation Instructions FL15129 R1 IT lnst 15129 12 12df Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes -valuation Reports FL1.5129_ R1 AE Eval 151.2.9.12.odf Created by Independent Third Party: Yes '0 Single Opaque "Impact" Fiberglass Door - Outswing/Inswing onfiguration (X) http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ,,vtDgsidcHd6ieP8.IY1FY5%2b%2fQVg.IdOtKpAnnQdRL5%2f86mx.13g%3d%3d[7/25/2013 9:2'/:29 AM] Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ: No FL15129 R1. II INST 151.29.13.odt Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schmidt, P.E. 43409 i Impact Resistant: Yes Created by Independent Third Party: Yes [ Design Pressure: N/A Evaluation Reports Other: See INST 15129.13 for Design Pressure Ratings by specific FL15129 R1 AE EVAL 15,129 1 .-d( Model and for any other additional use limitations and installation Created by Independent Third Party: Yes instructions. 15129.14 n. Fiberglass Door 8'0 Single Opaque "Impact" Fiberglass Door with "Non -Impact" Sidelite or Sidelites - Outswing / Inswing Continuous Head and Sill Configurations (OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ; No FL15129 R1 II INST 15129.14.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 15129.14 for Design Pressure Ratings by specific FL15129 R1. AE EVAL 151.29.14.odf Model and for any other additional use limitations and installation Created by Independent Third Party: Yes instructions. 15129.15 0. Fiberglass Door f 8'0 Single Opaque "Impact" Fiberglass Door with "Non -Impact" Sidelite or Sidelites - Outswing / Inswing Configurations (OX or XO; OXO) -� Limits of Use _ Installation Instructions Approved for use in HVHZ: No FL15129 R1 II INST 15129.15.orlf 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 15129.15 for Design Pressure Ratings by specific I-LI5129 RI AE EVAL- 15129.15 0.df Model and for any other additional use limitations and installation Created by Independent Third Party: Yes instructions. 15129.16 p. Fiberglass Door 8'0 Double Opaque "Impact" Fiberglass Door with or without "Non - Impact" Sidelites - Outswing / Inswing Configurations (XX; OXXO) Limits of Use Installation Instructions — Approved for use in HVHZ: No FL15129 R1 II INST 15129.16. ndf 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 15129.16 for Design Pressure Ratings by specific Fl151.29 R1 AE. E:.iVAL. 151.29.1.6.pdf Model and for any other additional use limitations and installation Created by Independent Third Party: Yes instructions. 15129.17 q. Fiberglass Door 8'O Single Glazed "Non -Impact" Fiberglass Door - Outswing/Inswing Configuration (X) _ - Limits of Use — Installation Instructio_ns Approved for use in HVHZ: No FL151.29 R1. 11 INST 1.51.29.17.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 15129.17 for Design Pressure Ratings by specific FL15129 R1 AE EVAL.. 151.29.17.ndf Model and for any other additional use limitations and installation Created by Independent Third Party: Yes instructions. Sidelite or Sidelites - Outswing / Inswing Continuous Head and Sill Configurations (OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15129 R1 II INST 15129.i8 ndf 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 15129.18 for Design Pressure Ratings by specific F1,1,51.29 R1 AE EVAL 151.29.18,pdf Model and for any other additional use limitations and installation Created by Independent Third Party: Yes instructions. 15129.19 s. Fiberglass Door 8'0 Single Glazed "Non -Impact" Fiberglass Door with "Non -Impact" Sidelite or Sidelites - Outswing / Inswing Configurations (OX or XO; OXO) Wits Use Installation Instructions Approved for use in HVHZ: No FL.1.5129 R1 II INST 1 i129.1.9.ndf 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 15129.19 for Design Pressure Ratings by specific FL15129 R1 AE EVAL. J5129.19.udf Model and for any other additional use limitations and installation Created by Independent Third Party: Yes instructions. 15129.20 t. Fiberglass Door 8'0 Double Glazed "Non -Impact" Fiberglass Door with or without "Non -Impact" Sidelites - Outswing / Inswing Configurations (XX; —� OXXO) _ Limits of Use Installation Instructions — - — �— Approved for use in HVHZ: No FI.1.51.2.9 R1. 11 Inst 1.51.2.9.2.0 Ldf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 http://www.floridabuildiiig.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsidcHd6icPS.IXIFY5%2b%2fQVgJdOtKpArmQdRL5%2f86inx.13g%3d%3d[7/2512013 9:27:29 AM] Florida Building Code Online Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15129.20 for Design Pressure Ratings by specific FL15129 R1 AF Oval 15129 2.0Toclf 9odel and for any other additional use limitations and installation Created by Independent Third Party: Yes "istructions RM K. s Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida. ;: Privacy 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 4S5.275(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 emalls 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: SCCkIPEt Y.Ycd�: rlt tt"S i" i bttp://wvvw.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsidcHd6ieP8JXIFY5%2.b%2fQVgJdOtKpArmQdRL5%2f86mx.13g%3d%3d[7/25/2013 9:27:29 AM] R BC R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Certificate of Independence 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 in the accompanying Florida Product Approval. r Lyndon F. Schmidt, P.E. FL No. 43409 May 1, 2012 R:\Admin Docs\Certificate of Independence.doc Sheet I of 1 ' I N 'F E R N A '.1' 1 () NN A 1, 4621 192nd STREET EAST TACOMA, NIA 98446 GENERAL NOTES 1. This product has been evaluated and is in compfance vtith the 2010 Florida Building Code (FBC) st uctural requirements excluding the "High Velocity Hurricane Zane" (HVHZ). 2. Product anchors shall be as ilsted and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind home debris protection this product is required to be protected with an impact resistant covering that ccmpiies with Section 1609.1.2 of the FBC. 4, For 2X stud Immina construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE Of CONTENTS SHEOU DESCPJPTION i I Tyolcal e evafiors, dasign pressures & ganeral notes 2 1 Door paneldeto 3 Hor zontal cross section I 4 vertical cross soctiom 5 BUCK and atria anCi,O'Srt - 2X buck masonry Censtruciion 6 frame anct orng -1X buck rnosonr construcfion 7 Com onenis a 871 of materials 37.5V" MAX. O.A. FRAME WIDTH 7 r - S6�dLAtG t-tAX�-r _� Dtt�EN$ti'rN •Gl�€t$At! ':: 4}�iA*etJa1QV:._ #}FSi>,�AZP�£5.�tlRS{t�S-1 FZiS1i7r,/� ,lF.'E`G�I7�8 INSWING 37.50"x97.87 21.0"x78.87' +50.0 -55.0 OUTSWING �W i 37..W x 96.75 n 21.6" x 78.87' +50.0 -� ra 1118112 AL'-- N.T.S. c, BY. JK t rm: LFS Anaxc PO.: FL— 15129.17 EFT _L OF 8 PVC STILE 1.6' FIBERGLASS Gi PVC COMPOSITE m [ o CAP 0. J7, SKIN EXTERIOR 3.8 TOP RAIL 4 0 ��^gym to 6 p„6Zti= d zom os+ _ i ! LVL RAIL LVL STILE POLYUREIHANEE INTERIOR LVL LOCK 02,0 o c o FOAM CORE STILE a` m ae m°O HORIZONTAL CROSS SEC*n0N POLYURETHANE 35.75' MAX. 2 FOAM COPE E r g PANEL WIDTH o C 21.Q0" rJaX. D.L.O. I p 1/7' GLASS BYTE HOT MELT SEALANT 1"OA THK GLASS - r EGERIOR LITE FRAME Z E 1/9 TEMPERED G1 cN> Q AIR SPACE �I � ( EXTERIOR INTERIOR 1/5'TEMPERED GLASS 0 0 + 48X1-1/'Z'PPHSMS ALUMINUM & BUTYL. a� (SEE NOTE 1) SPACER SYSTEM aI as ry INTERIOR LITE FRAME Mi O o �/ — I � GLAZTFIG nETATE m :E j SEE HARDWARE ) N CHART DOOR SKIN z (�� Q o ci I jt .4 LVL ff 4Rt)YlE CH ARi LHE FRAME + RAIL a ABS or PC/ASA r�rur acTUREri �'3ooEC , :.,I COMP PVC / —�--� I � [�i>ftKSE? KNOB. SiGNAiURE SERILS w ORSIJEE �'�✓ ? I z� o° r�/ ,LT: SIG[:ATL''aE ScR1Es (41?U� cs - I � � rnTe ?(73f?� �� SCAM N.T.S. 0 1.56" -� MO. BY. JK (� i1PL•in FTEER-;L4SS DOOR �- I . `✓ NOTE,7Z' cwa 6: LFS 1. Spacing tar Ifte frame screw is as follows,. (-2'\, VER71CAL CROSS SEC77ON =RAµ"• 'ro r :a .o DOOR SKIN: 0.079" MIN. THK. 1713ERGLA55 Tap and Lbifem: T from each corner & at centerSns (3 iota!) 1,, $) FL.-15129.17 .- CORE MATERIAL: POLYURETHANE FOAM Sides 7' Som each con?r and equally spaced thereafter (10 total) Ta Dr o N g - — — a / 2 1-1 ld" MlN. 4 4 EMB. (TYP.) J 4 Cq Ci h °'p z 0" a � U N •: C � I� I 12 LL 9 m c 9° LL INTERIOR E K rc v 3 O 3� F w 3 EXTERIOR Z 23 M A 5 E r3HORIZONTAL CROSS SECHON z_ 1-1/9'hilN. 3 /Shownw/lXsub-buck 1-1/4"111N. N M DAB. (iYP.J EM5. (7P.) v L a 0.15" } CSINK 3 5 CSINK INTERIOR INTERIOR, a � o ° ° � � o 40 n / �o as v I a awvr. � I w z - 24 EXTERIOR EXTERIOR 0 C} �, V �/ G s �.rs. DWO. W. JK -vR. BY. LFS s L7 ) HORIZONTAL CP.OSS SECTION �2� HORIZONTAL CROSS SECTION DPXM.4G "0.: c 3 Outxing shown-!nsvAng olso approved 1 3 OuisMng shown - InvAng also cpprov-cJ FL— 751214.17 ro ° EET 7 os 8 ( ro -- O a - a EXTERIOR f/p INTERIOR 1 VERTICAL CROSS SECTION 4 Ovtswing shown Insairg alsc approved EXTERIOR INTERIOR "s VER'TICAL CROSS SECTION �} OutsMng sal - high dom EXTERIOR INTERIOR EXTERIOR -� INTERIOR �s a o° oZ haw m c9mO v�F' LL 94 E fi o V O z � o V o � U z a r- a z ti �VVWCAL CROSS SECnC)NCROSS SECnC)N ��inssring sBlsil '" "' 0 5 e o � U i '18/12 Z AE: N.T.S. ° to. rr: JK m W. BY. LFS 3 uwa. No.: c FL-15129.17 r' :EU 4 c= 8 N 2X BUC MASONI OPENIN SEE HINGE DETAIL DUCK ANCHORING HINGE JAMB CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete anchors from a different suppfier may have different edge distance and center distcnce requirements. 2. Concrete anchor locations at the corner may be adjusted to maintain the min. edge distance to mortar joints. if concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the MAX. ON CENTER" dimensions are not exceeded. 3. Concrete anchor table: Ai9CHOR I`fPE A.. ............. ............... $JZE tfid nStff CLEARANCE AiBE.... 1 trJASOh.RS £DGA PAfd :�Lc,�4. l�CE aUJAC£fdTANCHOR IiVJ 114" 1 1-1/4" 2-1/2" 3 ELCO 1/4" 1-i/4" V, 0 pp.) TYP. @ 6 (� )HEAD B JAMBS 2X BUCK i DOOR FRAME ;n U �O �n MASONRY m? OPENING 1 TYP. @ SILL FRAME ANCHORING Si ktKE JAMB Masonry 2X buck construction HINGE DETAIL I STRIP'.@ PLA1P DETAIL? _ J =FE CJ Q� �U c� �-o o co DAM 1/18/1 2 sc� N.T.S. 6No. ar: JK ct!x. ac LFS DpWr.Y.o NO - HINGE DkWL 2 FL-15 i 29.17 snmr 5 cr 8 STRIKE RATED AIL I buck CONCRETE ANCHOR NOTES: 1. Substitution of -equal concrete anchors from o different supplier may have different edge distance dnd center distance requirements. 2. Concrete anchor locations at the comers may be aglusted to maintain the min. edge distance to mortar loints. if concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to morfar joints, additional concrete anchors may be required to ensure the "MAX. ON CENT ER" dimensdons are not exceeded. ! 3. Concrete anchor table: o. -o LL -o A NCKO'� 7?Pl ANC{!O' SIZE fslt �1tIN CfEARiNL T :M$D� Ptl�,C1RAM TC3 1 iWACCC8S ...I 1-1W 1/4" T-11N, 2-1/2- 3° U O L SEE HINGE )ETAIL 2 SEE HINGE DETAIL 1 HINGE JAMB 6" (TYP.) 10 g� ng tj TYP. @ N_ p HEAD Jsm o� 2 JAMBS -NEt i Q � 1X BUCK a m� m 2 o m °w O - � 0 DOOR < y FRAME � z = � Z Z (r Z to p0 U p © Z MASONRY OPENING 1 0 I y � iYP. Q SILL i II Z in FRAME ANCHORING MIKE JAMB Masonry I buckcoruhuction ILIz � U h_;fi8 12 N.T.S. ° FL-f5t25.;7 6 CF�N Imo— 4.56"--{ T n ��1r� S1DE & HEAD JAMBS �JU I i� OUiSW1NG iFfCfSHCt© M�±,-dam opro� 5.67 y 7 h G1 IA&SVllt'JG 7HRESFlO1D 'u 4.57' —{ I pp � O ��0t3JSWlt1f9 7HP.ESHOL7 " e " DM W 5 ° ° P C y�� m Hiyv� o a o z x z om° joL oS m a a u s c ! 1 z � � w c�CL co o p O N O C V ~ � � O O r O 4 o SLLK` . PdGHT SW:E ; LEFT SCOL : NONE fE 0 SG4NONE ! 4.56" -------- �- 4.56^ 0 11 0 I� t � o O O O O 5� 14 Opp onal SIDE7AII ti z r� t M 1118112 i 4u: N.T.S. ° �G. rrr:. J C X. M% LFS 3 �A4'6ti HO.: FL-151,29.17 a IFET __L cv S mn Y amr37 t= p 0 =o� J G b m 0 O { xaQ $ a9m`?o o sdo a` maa aiU o` Fi U u 0 0 z g w } m w o z o 0 a a r I t i n z 0 �n a N N.T.S. ° DWG. ar. Jig v Chl' 4.� LFS DRAINING W.: � ( FL-15129.?7 BILL OFMATERIAIS trerj � DESCRIPTION MATERIAL 1XBUCKSG>=0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1!4"MAX. SHIM SPACE _ D 1 /4" X 2-3/4" PFH ELCO OR IT1N CONCRETE SCREW STEEL E MASONRY - 3,192 PSI MIN.. CONCRETE CONFORMING TO ACI CONCRETE R W R W Building Consultants, Inc. BConsul Ling and Engineering Services for the Building Industry tC P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Swinging Trinity Glass International Glazed Fiberglass Exterior Exterior Door 4621 1921id St. East Door Doors Assemblies Tacoma, Washingtoh 98446 "Non -Impact" Phone 235-875-7300 Facsimile 235-875-730'd Inswing/Outswing Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Trinity Glass International based on Rule Chapter No. 911-3, 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 has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements excluding the "High Velocib/ Hurricane Zone" (FIVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-15129.17 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-15129.17 for size and design pressure limitations. Supporting Documents: 1. Test Report brio. Test Standard Testing Laboratory Signed by TEL 08-01370046 TAS 202-94 Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. 2. Drawing No. Prepared bN Signed £x Sealed by No. FL-15129.17 RW Building Consultants, Inc. (CA 998-13) Lyndon F. Schmidt, P.E. 3. Calculations Prepared by Sinned & Sealed by Anchoring RW Building Consultants, Inc. (CA 119813) Lyndon F. Schmidt, P.E. 4. Quality As_purance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Trinity Glass International is manufacturing products within a quality assurance program that complies with ISn/IEC '17020 and Guide 53. Lyndon F. Schmidt, P.E. FL PE No. 43409 2/25/2012 PF 1571 Sheet 1 of 1