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BP-04-1309
• ••• • • ••• ••• :• •• • • • • • • • ••• • • • • • • • ••• •• •• • • • • • • • • • • • • • ••• • • ••• •• ••• •• • • • • • • • • • • • • • • • • • • Lug: (MIN. EMBEDMENT) EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS CONCRE[EIMASONRY BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS 2 U - (MIN. EDGE DIET.) a. • p • s a CONCRETE/MASONRY BY OTHERS .• • O. • 1 b• • a P• ••'•�: I 1f4' MAX SHIM `',. --) } (SEE NOTE 2 SHT. 2) •r• n • P • h , t..- P• • P . A.w P • •• • • • 0 h ••• • >" • a p • • P. • P • : • P • = [ ri P • P •• s p P• p•• gi p• I. ••. •= • • , ? • P• . r• VERTICAL SECTION T FRAME (MASONRY) CAULK BETWEEN BUCK AND OPENING BY OTHERS • i• 2 112' (MN. EDGE DIST.) CONCRETE/MASONRY - BY OTHERS INSTALLATION ANCHOR, 3116• DIA MASONRY SCREW W/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. 1 BY WOOD BUCK BY OTHERS DRYWALL BY OTHERS 114' MAX SHIM (SEE NOTE 2 8 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER INSTALLATION ANCHOR, 3/15' DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. INSTALLATION ANCHOR, 3f1 DIA MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAUUC SCREW HEAD BY INSTALLER HIGH STRENGTH STRUCTURAL GROUT BY OTHERS . f 114' (MIN. EMBEDMENT) DRYWALL BY � OTHERS 2 V2' (MIN. EDGE DIST.) (MIN. EMBED MENT) SILL STOOL BY OTHERS USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL BY OTHERS 15 BY WOODIBUSK • -1ERS • • • • • r- -114 MAX SHIM (SEE NOTE 283 ON SHT. V ••• • • • • • • • . • 'CAULK UNDER SCREW • ti NI • • • kff � D BY INSTALLER • 1 •F_ 5• •• • •' ••• • • r ._ PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS •• WINDOW FRAME JAMB © HORIZONTAL SECTION FRAME (MASONRY) WINDOW FRAME SILL i�T ;fit•?:., ":...,:. ► p �i a• • , D I >• ; p a sp s v • ♦a • • - s _ a D• s D a s • o L CONCRETE/MASO.3RY BY OTHERS ALTERNATE PRECAST SILL DETAIL FRAME (MASONRY) - - - PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS PROPCETARY AND C TiTWA. r THE INFORMATION CONTAWED a4 THIS DRAWING is rue 60LE PROP ERTYOP 171 WINDOW SYSTEMS, WC. ANY REPRODUCTION 81 PART OR AS A WHOLEAMO T S]1E WRITTEN PERMISSION OF CUSTOM W INDGW SYSTEMS. WC. IS PROHLSRCD-: • • (MIN. EMBEDMENT) 114 MAX SHIM �• •• (SEE NOTE 283ON SHT. 2) WINDOW FRAME JAMB PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR, 3116' DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SCREW HEAD SY INSTALLER V4 MAX SHIM (SEE NOTE 2 83 ON SHT. 2) • • • • a a •t a:t • s s• •a, • sD U L4 a t: a (MILL EMBEDMENT) • : P • i (MIN. EDGE DIST) A HORIZONTAL SECTION 7 FRAME(WODO) : WU'DOW SYSTEMS T900 S.W. 44TH AVENUE ILA, FLORIDA 34474 4;• y A • UPDATED PER NEW FBC REQUIREMENTS DRYWALL SY OTHERS INSTALLATION ANCHOR. #10 WOOD ANCHOR W/ NEOPRENE BACKED WASHER THRU SCREW SUPPORT. ••• A • • A 2 BY WOOD BUCK • , • BY OTHERS • CAULK BETWEEN BUCK AND OPENING BY OTHERS 07/07 /08 INSTALLATION THRU FRAME DETAIL -LARGE MISSILE IMPACT CWS -157 7 OF 8 • • • ••• ••• • • •• • • • • • • • •• • • •• • • • • • • ••• • • • • • • • • • • ••• • • ••• • • • • • • • •• • • ••• • • • • i • • • • • • • • • • • • • • • • SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN BY INSTALLER WINDOW WRAP BY INSTALLER PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD WINDOW FRAME SELL CAULK BEHIND FIN BY INSTALLER PERIMETER CAULK BY INSTALLER WINDOW WRAP BY INSTALLER EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS liOt VERTICA S ECTION S I/ FIN (WOOD) 1 1/T (M11N. EMBEDMENT) WAWA )MIN, EMBEDMENT) INSTALLATION ANCHOR. 58 WOOD SCREW INSTALLATION ANCHOR. 98 WOOD SCREW 2 BY WOOD BUCK BY OTHERS 1/4• MAX SHIM (SEE NOTE 2 & 3 ON SHT.2) I /4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) 2 BY WOOD BUCK BY OTHERS • • • • • • ••• • •• • • • •• ••• ••• • •i • • • • •• • • • •• • •• • • • • • •• •• 2 BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR. 98 WOOD SCREW LUZ iI:7 �j WINDOW FRAME (MIN. EMBEDMENT) r= SHEATHING 4 • . d • BY OTHERS 4 p b' • • EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN BY INSTALLER • :PVC HORIZ. SLIDE r n 48200 PROPRIETARY AHD COMMENSAL THE INFORMATION CONT•NED Nuns DRAWNO IS THE SOLE PROPERTY OFO1�S?'ON° W NIOOW SYSTEMS. WC. ANY REPROOUC'DON FJ PART OR AS A WHOLE WRYIOtJtt11E WRITTEN PERAISSION OF GUSTO. WINDOW SYSTEMS, NC. IS PROHIBITED„ HORIZONTAL SECTION 8 FIN (WOOD) •• 1/4• MAX SHIM (BEE NOTE 2 & 3 ON SHT. 2) PERIMETER CAULK BY INSTALLER L'910BEFi10 L • FL P.E.NO, 82,514 A WINDOW WRAP BY INSTALLER WINDOW SYSTEMS 1900 S.W. 44TH AVENUE LA, FLORIDA 34474 UPDATED PER NEW FBC REQUIREMENTS 1 07/07/08 TALLITION ANCHOR FIN DETAIL - LARGE MISSILE IMPACT 7/15/2008 CWS -157 8 OF 8 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 - 1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miiami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -101' Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of th• : NOA is displayed, then it shall be done in its entirety. • • •••••••• • • • INSPECTION: A copy of this entire NOA shall be provided to the user by tIio mariuf1ct3irar ar fg c'ii.stnbutors and shall be available for inspection at the job site at the request of the Building Ot't'rcialf • • • This NOA consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda P. E. 4, •' • • • • •• • • • • • • • • • •• •• • • ;LNOif No. 074162 Expiration Date: October 18; 2012 Approval Date: October 18, 2007 ••• • • • • ••• • Page1 • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 - titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL - 5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05 - 1208.02 issued to `E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03 - 0827.08 issued to Solutia Inc, for " Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 •• ••• • • • • • •• • • • • • • • • • .. •.. •• • • • .• •. • • • • Chjtaa, : • : : Pietiset Colitrio Man&r • • • •.' : •DTCANo. 0.162 A,f0 Expiration Date: October 18, 2012 Approval Date: October 18,2007 •• • • • • ••• • • • • • • • • • • • • • .•• • • • • • • • • • • • • • • •• •• • • • •. .• ••• • • • ••• • • • • • • • •• • • • • •••••• ••• • • • • • •• • • • • •••• • • •••• • •• •• • • • • • •••• • • •••• • •••• • • • •• • •••• • • •••• NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18" HEAT STRENGTHENED GLASS. B. 3/8° LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/8° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16° HEAT STRENGTHENED GLASS. C. 7/16" LAMI NOM. (.465 ") CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16° HEAT STRENGTHENED GLASS . D. 7/16° LAMI NOM. (.485 °) CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16° HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. CONFIGURATIONS: X, O XX XO OX. XXO, M, OXO, AND OXXO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL-5212, ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05, ANSUAFBPA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. • •• • • • • • • A EXT. -1/8" ANNEALED OR • • • • HEAT STRENGTHENED GLASS • • .080 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM • • • •• • I . HEAT STRENGTHEND GLASS • • •• • • • • EXTERIOR .402 A 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 EXTERIOR A EXT. - 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM IN . - 3/16° HEAT STRENGTHEND GLASS .485 I^' A 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 RPM* bat. Rand 0A P1C rs* W8p7 Read Bp Ore FJC 8M4N7 0000 ^. eip. FJC 2122107 aadmaa A ar°dadar J.J. MARl"YEXT. OF WASS, OVERALL TNOZaa SSAM1 WASSSITE ADD WADSmTEONT MIA7ACD DETAILS, ADD GLASS DEC. THIC, R NOTE1 , GLASS Dt t&ADDNOTEW 821/07 W70 TECHNOLOGY DRIVE NOKOAW, FL MI5 P.0. aqx m NOKOMS, FL 3W4 i VWbly fier NOTES AND GLAZING DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT 000010 amt FD101 Ix Mot 1 d 10 11005 -1 B NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 6 PARTS LIST 8 EXTRUSIONS 6, 7 ANCHORAGE 8-10 Approved as complying with the D tc Ba Macr /B Code 7oa7 pate a 0 L NO , Nom 9. O Miami Dade Product Godard ey a p4 1. f Lined -L 1 t yfri Ro L Cimk, P.E. PE 039112 Structural • •••• • • • • •• • • • •• • • • • el • • • •• •• • • • • • • • • • • • • •••• • • • •••• • • • • • •• • • •••• • • •• TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS A APPROVED CONFIGURATIONS: X, )(X, 0, OX, XO, OXO, )0(0, OXX & 0X00 (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR D HEIGHT 6 - 79 3/4" I - . " +75 Cc -75.0 ism X VIDTH XX WIDTH 3- 37 1/2" 0 71 3/4" •• •• • • •••• • • • ••• • • •• • • • Rase* afar 0 WIDTH SINGL a TES WITH GLASS TYPE A 27 3/4" +75.0 36 1/8" +75.0 36 3/4" +75.0 0 WIDTH 36 3/4" +75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR 1 SIDE LITES ONLY ® APPROVED CONFIGURATIONS: OX, X0, OXO, XXO, OXX & OXXO (THE LOWER DP FOR THE DOOR OR SIDE UTE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE UTE CONNECTION X WIDTH XX WIDTH 2 25 1/2" 4° 47 3/4" 27 1/2" 51 3/4" 291/2" 55 3/4" 2 31 1/2" 5 59 3/4" 2 33 1/2" 54 63 3/4" • 34 112" 67 3/4" 3°• %714" 6° 71 3/4" 6INGLS O WIDTH 91DFLIeit 103/4" 12 3/4" 19" 21 3/4" 27 3/4" 36 1/8" 36 3/4" iterAtints GLASS TYPESA,B,CORD HEIGHT 6 793/4" +58.6 +54.9 +51.7 +49.0 +43.1 +38.1 +34.0 +75.0 +75.0 +72.4 +64.5 +52.9 +35.2 +34.0 -75.0 -75.0 -75.0 -75.0 SINGLE SIDE LITES WITH GLASS TYPES B, C OR D -75.0 +75.0 -58.6 -54.9 -51.7 -49.0 -43.1 -38.1 -34.0 GLASS TYPES A, B, C OR D -75.0 -75.0 -72.4 -64.5 -52.9 -35.2 -34.0 +75.0 +75.0 +74.9 7 - 83 3/4" +55.4 +51.8 +48.8 +46.2 +43.1 +38.1 +34.0 +75.0 +75.0 +68.5 +61.0 +49.9 +35.2 +34.0 -75.0 -75.0 -74.9 -75.0 1+75.0 -55.4 -51.8 -48.8 -46.2 -43.1 -38.1 -34.0 -75.0 -75.0 -68.5 -61.0 -49.9 -35.2 -34.0 +75.0 +71.4 +70.4 87 3/4" +52.4 +49.0 +46.1 +43.6 +41.5 +38.1 +34.0 +75.0 +75.0 +65.0 +57.8 +47.2 +35.2 +34.0 -75.0 -75.0 -71.4 -70.4 -75.0 +75.0 -52.4 -49.0 -46.1 -43.6 -41.5 -38.1 -34.0 -75.0 -75.0 -65.0 -57.8 -47.2 -35.2 -34.0 III NC (MAY B COMM GLASS TYPES AS MAX S2E8 INTO NOTES 8 ADD RIDOCEM E1,281 AOD ALL� FOR TABLE g a�,ex Oafs oafz F C 2/2207 J.J. 8^1/07 +75.0 +75.0 +67.6 +66.6 91 3/4" +49.8 +46.5 +43.8 +41.4 +39.3 +37.5 +34.0 +75.0 +75.0 +61.9 +55.0 +44.7 +35.2 +34.0 -75.0 -75.0 -67.6 -66.6 -75.0 +75.0 -49.8 -46.5 -43.8 -41.4 -39.3 -37.5 -34.0 -75.0 -75.0 -61.9 -55.0 -44.7 -35.2 -34.0 +75.0 +75.0 +64.2 +63.1 8 - 95 3/4" +47.4 +44.3 +41.6 +39.3 +37.3 +35.6 +34.0 +75.0 +75.0 +59.0 +52.4 +42.6 +34.4 +34.0 1070 TECHNOLOGY DRIVE NOXOMIS FL 30YT P.O. BQX 1579 NOKOMIS, FL 3Q274 -75.0 -75.0 -642 -63.1 -75.0 -47.4 -44.3 -41.6 -39.3 -37.3 -35.6 -34.0 -75.0 -75.0 -59.0 -52.4 -42.6 -34.4 -34.0 ®2. NOTES: PST VLsiMy Better C. 7/16" LAMI (3/16" A, .090 PVB, 3/18° HS) D. 7/16° LAMI (3/16' HS, .090 PVB, 3/16" HS) COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/XO WIDTH = 731/2° MAX. OXO WIDTH = 109 1/2° MAX. XXO /OXX WIDTH = 107 3/4" MAX OXXO WIDTH = 143 3/4° 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 841/8° WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. ® 5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30° WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE _ +67.6 / -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 36 1/2° SIDE LITES DESIGN PRESSURE = +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 3/4° HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.6 / -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4" WIDE x 80° HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.1 /-43.1 PSF ©6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. DESIGN PRESSURES ran ALUM. FRENCH DOOR & SIDE LITES, IMPACT ammo FD101 ltex Bole 1x 1 2 d 10 I�� 1100541 I B Approved as complylag with the Florida Bo: Date . L NOAH MWmI Dade Prodad Control D B 164 143 3/4" MAX. 11 WO MA I SEE NOTE 3 I MAX O E{ I 1 21 \ E /E 1 X I E 1 O / (/ /\ E{ O i / 1E \\ X ACT ,;� 0 \ / 9— X INACT. 143 3/4" MAX. 11 WO MA I SEE NOTE 3 I MAX 11'1 / (/ /\ E{ O i / 1E \\ X ACT ,;� 0 \ / 9— X INACT. 1 1E O Li it, • .•• • • • • • •• • • • • • • •••• •• • • • • •. •• • • • • • • • • •••• • • • • •••• •••• • • • • • •• • • •••• • • •• • 731/2 " MAX " .y 3EE NOTE 3-►1—.-- —.1 MAX. moix SEE NOTE 4 O OR XO 371/2° I A MAA)( SEE NOTE 4 71 3/4" MAX. 24 9/18" MAX. DLO (TYP) OXO SEE NOTE 4 SEE NOTE 4 G G DOOR DLO HEIGHT = HEIGHT -11 3/8° DLO WIDTH X = DOOR WIDTH - 1215/16" DLO WIDTH ')0(' = DOOR WIDTH/2 -11 5/18° SIDE LITE DLO HEIGHT = HEIGHT -11 3/8° DLO WIDTH = WIDTH -31/8" SEE NOTE 4 1 , 1u . • . ,. r ink with 1 k1UlNt �,a,, C ik blue O —T 1 e0 Pit. 1771, ge +,7 u1•rn1 Con t 4" • •ti(iT&S: M W v • • QR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. a FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. • • Y. BM! LITES OVERLAP 7C AND'X)C DOORS BY 3/4° WHEN ASSEMBLED TO MAKE 'XO', 'OX', 'OXO' 'XXO', 'OXX' ANO'OXXO' CONFIGURATIONS. • 4. j2EINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). • Ik CL5i4R OPENING FOR X AND 70C DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) (9OC DOOR = DOOR WIDTH/2 - 4.079) mad Br tea* FJc Row) itp FJ6 aim Er FJG Rendykar A a as•, Dots 4114107 Y17J07 Ameba B COAREOTVERRCAL =AND FORMULAS R =17LOFO/B00A$FOR DOOR AND DE LITE Al713OCORMODAL A 0157117FYDFAD1301.7Allm SPECIFY 2' AM: AM 2 Nreel0A J.J. 821/07 1070 ' TECHNOLOGYWINE 11,7109 FL 3870 P.O BOX 159 NOXOt0S. FL 3874 P_ Glf VWb17 Bette) ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT FD10T — e ars N T S 3 d10 Oartly 11005-1 I B Robert L C•rk, P.E PE 038712 Structural • • •• • • • • •• •••• • • • •• • • • • • •• •• • • • • • • •• • • • • • • ••• • • • ••• • • • • •• • •••• • • •••• • • • • • • 111 • • • •• • 1 • •• • • • • • • • • • 0 Jar woo EXTERIOR MAX. DLO DOOR SECT. A -A VERTICAL MAX. DOOR HEIGHT 1.489 INTERIOR EXTERIOR MAX. DLO its MAX. SIDE LITE HEIGHT SL SECT. B-B VERTICAL INTERIOR SL VIEW G-G CORNER ASSEMBLY Approved ea complying with the Florida Binding Code Date .11718 Zoo? NOM 07—cot 79.Jri Miami Dade Product Control F.K limrdeP Fx F.K Oak Doke Mae 8N407 � Notkar A.Yfaae AnWuae A ar, J.J. I MO t7/ANGE Tiffs sorEE T. SHOW DOUffiE HOLLOW HEADSECTIOMATCORNERAMWAY 1070 TECHNOLOGY DRIVE NOKOMIS a 34275 P.O. BQX 1529 NOKOMIS FL 94274 Pc;T V5f* Better EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT serene FD101 exis 1/2x abut 4 re 10 ftmktetio. 11005-1 I B 1/1 Robert Clads. P.E. 12 Structural • • •• • • • • • •• •• • • • •• • • • • • • • •••• • •• •• • • • • • •••• • • • • •• ••• • • • • • • • •• • • • •• • • • • • •• • • • • • • • • • • •• •• • • ••••• •••• • • • MAX. 'X' WIDTH MAX. DLO SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) 'X' SECT. D -D HORIZ. SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY MAX. SL WIDTH --- 1 INTERIOR EXTERIOR MAX. DLO SL SECT. F -F HORIZ. (SINGLE SIDE LITE) Approved as complying with the Florida Raiding od Date CAL 1 , 206 NOM Miami Dade Product astral 011,E L C.6 4J.. Read Br mmtgr FJC alb: FJC NO CHANGE YHmA0W7. ADD I OR VW WII0 L170 7OSECRONEEII WAVLE EWE Lff r 70 SEC.. FF MEM 13, FJC Ortre 6H907 tac BR4.7 Dec 2/22107 amaze B ttabb= A J.J. ttabr 821/07 W70 TECHNOLOGY DRIVE NOXOMI$ FL 34276 P.O. BOX f528 NOKOMIS, FL 94274 .T Vwbb Bedtes VERTICAL SECTIONS DSc ALUM. FRENCH DOOR & SIDE LITES, IMPACT emu,•, PDIOI 1l2,c r� �traa 5 a 10 I 11005 -1 Ruc B L • Robert di P.E. PE #39712 Stnwtuml • • • • •• • • • • • • •• •• • • • • • • • • •• • • • • • •• • •••• • • • •• • 943B 1010 7070 955 938 956 995 996 952A 11000 1670 11004A 11001A 11002A 11003A 915D 1010 6608 1140 1048 60411 60300 67070K 7955X 7938X 7958A 7832X12FPW 70995 70996 6533016 611000M 671670 611004M 411001A 411002A 411003A 60380 60300 66608M 78X112PSATS 71048 ITEM DWG # PGT# 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 20 21 22 23 24 25 DESCRIPTION FRAME HEAD WSTP.,Q -LON .190 X.375 HIGH BULB WEATHERSTRIP .187 X.300 HIGH FLUSHBOLT STRIKEPLATE 2 PT. LOCK STRIKEPLATE FRAME HEAD STRIKEPLATE BACKING PLATE #8- 32X.500 PH. FL. MS - S.S. W /SILICONE PATCH GASKET (BETWEEN THRESHOLD & FRAME JAMB) GASKET (BETWEEN HEAD & FRAME JAMB) FILLER HEAD ADAPTER OUTSWING THRESHOLD WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011) OUTSWING THRESHOLD CHANNEL COVER ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) FRAME JAMB ( OUTSWING) WSTP.,Q-LON .190 X.375 HIGH REINFORCEMENT, 1.000 X2.750 X 0.650, 6061 -T5 #8X1.500 PHSQ A T/S JAMB SCREW COVER CAP STRIKE PLATE INSERT 28 27 30 31 32 33 34 35 36 37 38 39 40 41 •42 •i45 • 48 1, tt A 4 982 , 317•• • •980 1118 710X34PFA 7070 67070K 910D 6910 911E 6911 917 7FRMO 1178 71058FP W,B 913A 60378M 1130 6TRODA 990 7990NUTA 914A 60379M 7834FPT 997 70997 1023 679240 928 41720 78X12FPAW FD2PTAY • if 12'¢ 7P30GG 44 983B 6983 i 4.5, 98473 6984 60200K 411 926o 74UBLOK 7634F 6R180FS 61► 41721 7FRSPX 5' 1118 710X34PFA •9%'? 70957X 5� •P918 710X34PFA Monday: FJC ,dad FJO FJC NNW 2122/07 M 0 t A ta�.aeye J.I. #10 X.750 PH. FL SMS BULB WEATHERSTRIP .187 X.300 HIGH DOOR PANEL TOP & BOTTOM RAIL DOOR PANEL, SIDE RAIL HINGE EXTRUSION #10 X.625 PH. FL SMS TRUSS CLAMP 5/16 -18 THREADED ROD 5/18 -18 FLANGED HEX NUT WEATHERSTRIP CHANNEL #8 X.75 PH. FLTEK GASKET (BETWEEN PANEL HEAD /SILL & PANEL STILES) WSTP., .187 X.250 HIGH, FINSEAL SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) #8 X.500 PH FL SMS TYPE BDS SILL DUST PLUG (INACTIVE PNL) DOOR PANEL ASTRAGAL 1 ( OUTSWING) DOOR PANEL ASTRAGAL 2 ( OUTSWING) WSTP.,Q-LON .190 X.200 HIGH LOCK SUPPORT ASSY. (41707 & 41708) 08 X.750 PH. FL SMS 2 PT. LOCK ASSY. RUBBER SLEEVE STRIKE PL. INSERT (INACTIVE PANEL) DEADBOLT STRIKE PLATE #10 X.750 PH FL SMS HANDLE STRIKE PLATE #10 X.750 PHFLSMS Mid* Oin Rodskas NO CHANGE OW WET. ADD REM NOMAD 801.TAND INACTIVE PAWL ONB.rroNEMAt Dare 6/11/07 t 0707EC NOLOGYDRIVE NOKOMIS, FL Nom P.O. BOX 1628 NOKOMIS. R 54274 ITEM 80 61 62 63 64 65 66 67 70 71 72 73 92 93 94 95 98 97 98 102 103 DWG # 9200 921D 916B 1155 998 999 934A 4222A 988 988 1224 Pc T PGT# 69200 8921 80381 781 PQA 7998 7999 61641M 712653K 71267K 64222 6988 64988 61P247 11008A 141106A OFF -THE SHELF DESCRIPTION SIDELITE HEADER SIDELITE SILL SIDELITE JAMB #8 X1.000 QUAD PN. SMS HEAD GASKETS (STOCKING #70998) SILL GASKETS (STOCKING #70999) SIDELITE JAMB ADAPTER #12 X 1.000 SHEET METAL SCREW SETTIING BLOCK, 3/32° X 1/4" X 1" W /PSA SETTING BLOCK, 1116" X1/2" X 1" W /PSA BEAD, 7/16" BEAD, 3/8' BEAD, INTERIOR BULB, THICK (USED IN EXTRUDED BEAD) GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT GLASS, 3/8" LAMI - 1/8" A .90 PVB, 3/18" HS GLASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3/16" HS GLASS, 7/16" LAMI - 3/16° A, .90 PVB, 3/16" HS GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/16° HS ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) DEAD BOLT LOCK 504- F- I f 360 13 OUTSWING THRESHOLD CHANNEL COVER 8063 -T6 2.750 .660- X251 0 TUBE MULL 6083 -T5 1.000 PARTS LIST ALUM. FRENCH DOOR & SIDE LITES, IMPACT fledeaModet JDfm e� 6one 1{ B s 10 12=rot. 110054 ivc B Approved as complying wild the Florida Bindingg Code Dote O T / Il 4.10 NOAO b7 -o6 Z9 - Miami Dade Product Control By n Cia5) r T 1G� � Ro L Chuk P£ PE X712 82wtulal BUILDING PERMIT APPLICATION FBC 2004 Permit Type: PAINT PERMIT Job Address (where the work is being done) City FOLIO / PARCEL # Is Building Historically Designated YES NO OWNER BUILDER: Describe Work: Miami Shores Village Building Department 10050 N.E.2nd Avenue. Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Miami Shores Village County Miami -Dade Permit No. Master Permit No. Owner's Name (Fee Simple Titleholder) Mt ID OK) Phone # Owner's Address City M . -_ ` State FL Zip 3 Tenant/Lessee Name OA . ( (,[-�- f f _- PAN Ax) Phone # E -MAIL: L "► e. sT Zip Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. c Value of Work For this Permit $ Type of Work: ❑ Addition / ❑ Alteration / ['New / 0 Repair /Replace 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 rrior to the issuance of a permit and that all work will he performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate pemit must be secured for ELEC'TRICAI. WORK. PLUMBING, SIGNS, WELLS. POOLS. FURNACES, BOILERS. 1- (EATERS, TANKS and AIR CONDITIONERS, ETC "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 REFORF • RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: pplicant: .4s a condition to the issuance ofa building permit with an estimated value exceeding $ 2500. the applicant must promise in ood 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 ceril led copy of the recorded notice of commencement must he posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the ab ,ice of such posted notice. the inspection will not be approved and a reinspection fee will be charged. ***************************************Fees********* ************************* ***x aSrdroY******** ek **** &4rdt4eeYa4xar**dr**** ** peesdedz9Y**** 3ednkicxa4tk*4aeY*****rkx4ed.-dcde &'******* ******* Permit Fee $ CCF $ - Technology Fee: Training /Education Fee $ Notary $. Code Enforcement $• Double Fee .$ Zoning $ Total Fee Now Due $ ` 0 5 _ �. See Reverse side --* •• • • • • • • • •• • • • • •• • • • • •• • •• • • • • •• •• • • • • • •••• • • • • • • • • •••• • • • • • •• • • • • • •••• 1 • • •• • • • Ford ST FJC lima OF P.K irno* FJC •• 3.000 —.I OUTSWING THRESHOLD 6083-T6 oak �8m7 000 en4.7 DOOR PANEL TOP & BOTTOM RAIL 6083 -T5 �3.040� FRAME HEAD 6063 -76 > t A J.J. 1.479 1 1.489 J_ DOOR PANEL SIDE RAIL 8083 -T5 O 1.60 R F 126 i n R J I .750 TRUSS CLAMP 8083 -T5 4.726 "— 4.100 60 SL HEADER 6083.76 MO Pd1 S:WET1088fEE7 AIA'LOD17' 7O lIBI20 A CAA80 BE 0617OII7313 50 .81.44 48662 Da' 0121/07 3.100 — DOOR PANEL INTERIOR ASTRAGAL 6083 -T6 1070 TECHNOLOGY DRIVE NcKQMZ8, FL $4276 P.O. B(OC 1518 NOXOMO, F134214 61 SL SILL 6083 -T6 4.875 113 0___ T V wbbj &i r 72 7/16' GLAZING BEAD 8063 -T6 5.212 EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDE LITES, IMPACT AO td FD101 Sort I Wm* 1/2[ I 7 d 10 r -1.480- i 3.000 20 DOOR FRAME, JAMB 6083 -T6 11.578 .890 050 3.000 ( - 3 SL JAMB 6063 -T6 830 r 2.980 .050 SL JAMB 66 ADAPTER 6083 -T6 D..1,042 11005-1 I B 37 WEATHER STRIP CHANNEL 6063 -T5 HINGE 6083-T5 0.375 .125 Approved as complying with the Florida Burling Code Date Oc.T /k, 7407 NOM 62 64 2 q. LIP Miami p Dade Product Cmtrol By ISCA I , c,im . h. • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • •• • • • • • • • •••• • • •••• • •••• • • • • • • •• • • •••• • • • •• • • •a- FJC Wro9•: FJL Qaneg FJG HEAD I ZONE "C" I 1 ) SILL 4 ZONE "C" SEE TABLE 3.. SHT. 9 t-?FN �ZONE 1 • • • • OXO \ s ••••• O E SILL — 4-ZO E� rt � SILL __ SILL � E� ZO NE� SILL � SILL - ZO E • • + " ZONE °F° " ZONE "D° ZONE "F ZO ZONE °F" ZONE °F° • • SEE TABLE 7., SHT. 9 SEE TABLE 7., SHT. 9 "E" "E" SEE TABLE 7., SHT. 9 "E" • i�O ALSO USED AS AN EXAMPLE OF ANCHORAGE FORA 83 3/4"H UNIT, _ 71 3/4"W 70C DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) 1 APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS • aitygliOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3° MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. • JAMBS (ALL): 13114" MAX. FROM CORNERS AND 231/8" MAX. O.C. • • • • 'R!AD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. • • 1-1EAD & SILL OF SIDE LITES: 8" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. • 3PTO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. S.ee ••e SH8W ads •1407 man 7 Resligams A,bhc A.tleivs A tlraiadB,: 1 ZONE "D "ZONED" I A 1 A , XX 1_ SILL SILL ZONE D " ZONE "D" ' ZONE "E" SEE TABLE 4., SHT. 9 SEE TABLE 5., SHT. 9 W 0 CO NOCliANGE DES 811�7. CHANGE XCP OR bx ANORORZONB Mat I77O a ADD M7NOR TYPES TO SOLUTION. w z m z N HEAD 1 _ HEAD ZONE "17 NE -t 1 /XXO OR OXX 1070 7EGSNOLOOYORNE NOIIOWS FL 34275 P.O BOX 1570 NOXOIBS, FL 34774 1 ZONE "E" I ZONE "D" I ZONE "E° I 1 < XOOR OX F ZONE 93" t ZONE "E" SEE TABLE 8., SHT. 9 �ZONE ZONE "F" —I F mefdtb"C FO10i eoie I• NTS 8 s 10 11005 -1 EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19° x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. W O N m PLUS; ANCHORAGE, CONFIGURATIONS Tic ALUM. FRENCH DOOR & SIDE UTES, IMPACT B. 71 314" x 83 3/4° XX DOOR ZONE °F° ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. B Appruv v as comgi; ■∎ug Mb the Florida Date Bunting zo NOM 67 -744 Zr/• /ri M,aml Dade Pendant Cont D al " I sG� 1. JAMB ZONE "B' JAMB ZONE °A" JAMB ZONE "A° JAMB ZONE °A° 1 / , 1 \ , i JAMB ZONE "B" } rem' i T / • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • •• • • • • • • • •••• • • •••• • •••• • • • • • • •• • • •••• • • • •• • • •a- FJC Wro9•: FJL Qaneg FJG HEAD I ZONE "C" I 1 ) SILL 4 ZONE "C" SEE TABLE 3.. SHT. 9 t-?FN �ZONE 1 • • • • OXO \ s ••••• O E SILL — 4-ZO E� rt � SILL __ SILL � E� ZO NE� SILL � SILL - ZO E • • + " ZONE °F° " ZONE "D° ZONE "F ZO ZONE °F" ZONE °F° • • SEE TABLE 7., SHT. 9 SEE TABLE 7., SHT. 9 "E" "E" SEE TABLE 7., SHT. 9 "E" • i�O ALSO USED AS AN EXAMPLE OF ANCHORAGE FORA 83 3/4"H UNIT, _ 71 3/4"W 70C DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) 1 APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS • aitygliOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3° MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. • JAMBS (ALL): 13114" MAX. FROM CORNERS AND 231/8" MAX. O.C. • • • • 'R!AD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. • • 1-1EAD & SILL OF SIDE LITES: 8" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. • 3PTO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. S.ee ••e SH8W ads •1407 man 7 Resligams A,bhc A.tleivs A tlraiadB,: 1 ZONE "D "ZONED" I A 1 A , XX 1_ SILL SILL ZONE D " ZONE "D" ' ZONE "E" SEE TABLE 4., SHT. 9 SEE TABLE 5., SHT. 9 W 0 CO NOCliANGE DES 811�7. CHANGE XCP OR bx ANORORZONB Mat I77O a ADD M7NOR TYPES TO SOLUTION. w z m z N HEAD 1 _ HEAD ZONE "17 NE -t 1 /XXO OR OXX 1070 7EGSNOLOOYORNE NOIIOWS FL 34275 P.O BOX 1570 NOXOIBS, FL 34774 1 ZONE "E" I ZONE "D" I ZONE "E° I 1 < XOOR OX F ZONE 93" t ZONE "E" SEE TABLE 8., SHT. 9 �ZONE ZONE "F" —I F mefdtb"C FO10i eoie I• NTS 8 s 10 11005 -1 EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19° x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. W O N m PLUS; ANCHORAGE, CONFIGURATIONS Tic ALUM. FRENCH DOOR & SIDE UTES, IMPACT B. 71 314" x 83 3/4° XX DOOR ZONE °F° ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. B Appruv v as comgi; ■∎ug Mb the Florida Date Bunting zo NOM 67 -744 Zr/• /ri M,aml Dade Pendant Cont D al " I sG� 1. JAMB ZONE "B' JAMB ZONE °A" JAMB ZONE "A° JAMB ZONE °A° •••• • • • • • • • • • •••• • • •••• • • • • •• •• • • • • • • • •••• • • • • •••• • • • •••• • • • • • •• • • •••• • • •••• TABLE 3. X DOORS GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS ° X" - 25.50 TO 37.50 WIDTH x Ht 25.60 x 79.75 83.75 87.76 91.75 95.75 27.50 x 79.75 83.75 87.75 91.75 96.76 29.50 x 79.75 83.75 87.75 91.75 95.76 31.50 x 79.76 83.75 87.75 91.75 95.75 33.50 x 79.75 • •83.76 • • 8 • 91.75 $5.76 P9.76 •• • � 1 • 91 .76 •••• • 85.75 31.14 11 79.75 • 83.75 #7.75 • • • 91.75 • • 9535 L,** atta RatatBa Data FK 9118107 Rana* Tree FK 8'14.7 DAN FFJC 222107 A, B, C, D 2,3, WOOD 1,2, CONC try 7 4 7 4 7 4 7 4 7 4 7 4 7 4 7 4 7 4 7 4 8 4 8 4 8 4 8 4 8 4 8 4 8 4 8 4 8 4 10 4 8 4 8 4 8 4 10 4 10 4 10 4 10 4 8 4 8 4 10 4 10 4 10 4 Flikkex 8 NO U LOAD ZONES 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 5 6 3 3 5 5 5 3 6 5 5 5 3 6 6 5 6 5 6 6 5 5 5 5 5 TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS ")0( - 47.75 TO 71.75 WIDTH x HT. 47.75 x 79.75 83.75 87.75 91.76 95.76 51.75 x 79.75 83.75 87.75 91.75 96.75 65.75 x 79.76 83.75 87.75 91.75 95.75 59.75 x 79.76 83.75 87.76 91.75 95.75 83.76 x 79.75 83.75 87.75 91.75 95.75 67.76 x 79.76 83.75 87.75 91.75 95.76 71.76 x 79.75 83.75 87.76 91.76 95.75 A. B, C, D 2,3, WOOD 1,2, CONC Ji xgg X 2 LOAD b m Ji W f NES b o 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 6 6 5 6 5 6 6 6 5 6 5 6 5 6 B 5 5 5 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8 8 8 8 10 8 8 8 10 10 8 9 9 10 10 4 4 4 4 4 4 2 2 2 2 2 2 2 2 2 3 2 2 2 3 3 2 2 3 3 3 2 3 3 3 3 3 3 3 3 3 3 3( 3 3 3 0 CHANNE 808 T. Abp ADO VA= USE W TAME 870 TAME 4. SF.. CHANGE TAKE 8, NSW ZONE A . 77017A#D COLUMN REN8i8VVE ADD 'GP TO ANCHOR TYPES J.J. 821/07 TABLE 5.0 SIDE LITE GLASS TYPES ANCHOR TYPE & SUBSTRATE WIDTHS - 10.75 TO 35.75 WIDTH x HE 10.75 x 78.75 83.76 87.76 91.75 96.76 12.75 x 79.76 83.75 87.76 91.75 95.75 18.00 x 79.76 83.76 87.75 91,75 95.75 21.75 x 79.76 83.76 87.76 91.76 95.75 27.75 x 79.75 83.75 87.76 91.75 95.75 38.13 x 79.75 83.76 87.75 91.76 95.76 38.75 x 79.75 83.76 87.75 91.75 95.75 A, B, C,D 2,3, WOOD 1,2, CONC LOAD ZONES Cu 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 6 6 6 5 6 8 6 8 7 7 7 6 8 7 7 7 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 1070 TECHNOLOGY DRIVE NON01.88, F134278 P.O. BQx 151E '10x080$ a 30274 TABLE 6. XO & OX GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS 7C - 25.60 TO 37.50 SIDE LITE WIDTH x HT. Pc Vsibly Better A, B, C, D 2,3, WOOD 1,E, CONC O O 10.75 x 79.75 83.76 87.75 91.75 95.78 12.75 x 79.75 83.76 87.75 91.75 95.75 19.00 x 79.76 83.75 87.75 91.75 95.76 21.76 x 79.76 83.75 87.75 91.75 95.75 27.75 x 79.75 83.75 87.75 91.75 95.75 38.13 x 79.75 83.75 87.75 81.76 95.75 38.75 x 79.76 83.75 87.75 91.75 95.75 x 4 2 4 2 4 2 4 2 4 2 42 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 5 3 6 3 6 3 B 3 5 3 8 3 6 3 6 4 6 4 7 5 7 6 7 6 8 4 8 4 7 5 7 6 7 6 LOAD ZONES !e 88 4 2 4 2 4 2 42 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 b TABLE 7. OXO, XXO OXX & OXXO GLASS TYPES A, B, C, D ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2, CONC DOOR WIDTHS - 26.60 TO 37.50 WC" - 47.76 TO 71.76 SIDE LITE WIDTH x HE b � O O LO 10.76 x 79.75 83.75 87.75 91.76 96.75 12.76 x 79.76 83.76 87.75 91.75 95.76 19.00 x 79.76 83.75 87.75 91.76 95.75 29.75 x 79.75 83.75 87.75 91.75 96.75 27.75 x 79.75 83.76 87.76 91.76 95.76 38.13 x 79.75 83.75 87.76 91.76 95.76 38.75 x 79.75 83.75 87.75 91.76 95.76 4 2 4 2 4 2 4 22 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 5 3 5 3 6 3 5 3 5 3 8 3 6 3 6 4 6 4 7 6 7 6 7 6 6 4 6 4 7 5 7 5 7 6 ZONES 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 0 en O 4 2 z 4 2 4 2 t7 4 2 rl 4 2 2 4 2 ., 4 2 0 4 2 e4 4 2 N 4 2 Fm4 4 2 21 43 4 3 co 4 3 4 3 4 3 4 3 re 4 3 0 4 3 y 4 3 w 4 3 6 ANCHOR QUANTITY LOAD ZONE TABLES TN ALUM. FRENCH DOOR & SIDE LITES, IMPACT SodstlfahE FD101 sae R NA 8 8 10 IllasingAt 11005 -1 I B APPROVED ANCHOR TYPES: C /4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (05) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. Approved as emptying with the Florida Btthlta Cede Date w OLT_ roo��- Milani Centro. a Dade Product l B 15y 44.1 I. I-L.1 tw .�r •••• • • • • • •• • • • • • • • • • • • • • • • • •••• • •• • • • • • • • •••• • • • •• • • •• •• • • • •• • •••• • • •••• • • • • • 8 • • • 1 3/8° MIN. 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 0 DOOR HEAD (WOOD) 1 3/8" MIN. 1/4" MAX. SHIM WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 • • 2X WOOD BUCK, NOTE 2 EXT. DOOR JAMB (WOOD) DOOR JAMB (CONC) WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 •• • • 2X WOOD BUCK, NOTE 2 • DOOR SILL (WOOD) 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 1X WOOD BUCK, NOTE 2 1 MIN E.D. I MIN E.D. 1 DOOR HEAD (CONC) 1/4° MAX. SHIM a• . ■�■ IN 1nuumu, •' 3/4° MIN. E.D. .. 1 EXT. 3.4 KSI MIN. CONC. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 EXT. SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR, L 1 OR 3, NOTE 1 1.6 KSI MIN. CMU OR 2X WOOD CONC. ANCHOR, NOTE 1 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 1/4° MAX EXT' SHIM (%-/ 1 1/4" TYPE 1 OR 2 (CMU) 13/8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 1 3/4" TYPE 2 (CONC) -T 1/4" MAX SHIM 1 3/4" MIN. E.D. NOTE 3 11/4" MAX. 1 3/8° TYPE 1 13/4" TYPE 2 M:r. 3.4 KSI MIN. CONC. t ' I 1314" IN. E.D. DOOR SILL (CONC) 1 3/8" TYPE 1 1 3/4" TYPE 2 2X WOOD BUCK, NOTE 2 mem 2X WOOD BUCK, NOTE 2 SIDE LITE SILL (WOOD) 1 3/8° MIN. CONC. ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 1X WOOD BUCK, NOTE 2 1/4" MAX SHIM 1 3/8" MIN. 3.41(51 MIN. CONC. 1X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1 3/8° MIN. — 11 1/4" MAX. SHIM WOOD ANCHOR TYPE2OR3, NOTE 1 1/4° MAX. SHIM SIDE LITE HEAD (CONC) 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8° TYPE 1 (CONC) a ' 1 3/4° TYPE 2 (CONC) :1_.'.•' MIN. ED. mom • • 1.6 KSI MIN. CMU OR KSI MIN. CONC. 1 3/4° MIN. E.D. 1/4" MAX SHIM 1 1, 3/8 ° TYPE 1 3 3/4" TYPE 2 13/4" - } MIN. E.D. SIDE LITE SILL (CONC) 1. FOR CONCRETE INSTALLATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8° MIN. (TYPE 1) OR 1/4" SS4 • • CitiE -FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4 ". FOR WOOD INSTALLATIONS USE • •1412,SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE -FLEX ANCHORS EMBEDDED 1 3/8° MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2° THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS • . 11EPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE • •AlliWORITY HAVING JURISDICTION (AHJ). •IF I IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON - METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS • W OD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. • SZ.a 14m" CONC. ANCHOR, NOTE 1 1 3/8' TYPE 1 1 3/4' TYPE 2 Apprured as rumps, 2:g wins the Florida Bidding Code Date r74T /d'f NOAi�7 - Q Nand Dade Product Control : !?G91 I. Cl 4N�. FX RevadOF FX ah F. K vac 2/17107 Rafgras aft (Of 8107 SH407 8 J.J. A atookedB NO CHANGE INS MEET. SPEC. TYPE 1 Au mem ONCOM. DETAILS. SPEC. TYPE 211 8 ON WOOD DETAIL& AOD ANafta TYPES 7O NOTE 1. 621/07 1070 TECHNOLOGY DRIVE NOKOMIS, 88098 P.O. DQX 1820 NOKOMIS, FL 8{274 PST Vir/bly Bettor ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT FDrm 10 d 10 I 11005 - 1 NTS Roc B l �I `' 27 // L. Clark P.0. PE 039712 Structural Till, a 7.4:, ;iwiil :r-. E2IL'`vti. uilding. Code Online BcIS Horne 1 Log In 1 User Registration 1 Hot Topics 1 Submit Surcharge 1 State & Facts 1 Publications Product Approval USER: Public User product Approval Meng > product or Application Search > Application Ust > 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 Florida Engineer or Architect Name who developed the Evaluation Report Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Produdt Standards Certified By Sections from the Code 2007 Approved 1 Therma -Tru Corporation 118 Industrial Drive Edgerton, OH 43517 (419) 298 -1740 sjasperson@tttechnologies.us Steve Jasperson s)asperson @tttechnoiogles.us terlo oors Swinging Exterior Door Assemblies Evalua • • • - a Florida Registered Architect or a Licensed Florida Professional Engineer L Evaluation Report - Hardcopy Received Wendell W. Haney PE -54158 National Accreditation and Management Institute 12/31/2011 L.F. Schmidt, P.E. I. Validation Checklist - Hardcopy Received FL8841 R1 COI CERTF INDErEMDkNG • • • • • •• ••• Atandard Accepted Engineering Practice ASTM E1300 ••• ••• ASTM E1300 •• • • TAS 201, 202, 203. • • • • • Page 1 of 4 t�tT6U�;ti�d- MSC Staff 1 aCIS Site Map 1 Links 1 Search •• • • • •• Year 2007 • 2004 • • 2002 •• • • • • • • • • • • • • • • • ••• • v• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2094 Directions: Please circle corresponding number to appropriate color sample. Walls: Fascia: Drip Cap /Drip Edge: 1 2 3 4 Soffit: Roof: Signature Flower Bins: 1 Shutters: Awnings: Chimney: 1 Doors and Door Jams: Garage Doors: 1 2 2 3 3 3 Railings: I 2 3 4 Fences: 3 All brick (simulated or regular): " Stucco Banding: 1 Any other Stucco Features: Accessory Buildings Other: . 3 3 OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all . . 'cable laws regulating construction and zoning. Owner or Agent The fiwregoing instrument was acknowledged before me this day of A L.: 20 a by rn CA .. - DA who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUB Sign: Print: IC: My Commission Expires: * ** * * ** * * * * * * * * * *** *** , i * APPLICATION APPROVED BY",, PI QR \V` /'0000uctnt10" . PAINT COLOR APPROVAL AN.D AGREEMENT All elements on the site must be listed and indicate the color to be painted v vv‘� � �e • 4 4 4 4 4 4 4 4 4 Attach color samples with name and number. Signature Contractor The foregoing instrument was acknowledged before me this clay of . 20 . by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: /4/74 as/, 8/2 • (r 4* *E* * **** *kit*** pie*********** aa*, rt *, t, kr, s****** * *4**** **** *** *t* Plans Examiner. Preservation Board Code Enforcement (Revised 04/24/0-/ Summary of Products FL # Model Number or Name Descri 'non _ _ __ _ _ 18841.1 i A. ": Construction Series" 3'0 x 6'8 "Impact" Steel Single Door - Inswing or Outswine X Confl•uration Llmlts of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.1 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. j Installation Instructions FL8841 Ri II INST 8841.i.odf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EQ- E84- 00- 04.pdf FL8841 Ri AE EVAL 8841.1.pdf Created by Independent Third Party: Yes 8841.2 I B. "Construction Series" 3'0 x 6'8 "Impact" Steel Single Door with Sidelite - Inswin or onfl urations Limits Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes impact Resistant: Yes Design Pressure: N/A (Evaluation Other: See INST 8841.2 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas Inside the HVHZ) Installation FL8841 R Instructions T 884 pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Reports FL8841 R1 AE EQ- E84- 00- 04.pdf FL8841 Ri AE EVAL 8841.2.Ddf Created by Independent Third Party: Yes 8841.3 C. "Construction Series" 3'0 x 6'8 "Impact" Steel Single Door with Sldelltes- Inswlne or OutswinI (OX0 Confl •Uration Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.3 for Design Pressure Ratings, any additional use limitations, installation Instructions land product particulars. (Note - ASTM E1300 -02 utilized for areas Inside the HVHZ) 1 Installation Instructions FL8841 R1 II INST 8841.3.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 Ri AE EQE84- 00- 04.pdf FL8841 Ri AE EVAL 8841.3.pdf Created by Independent Third Party: Yes 8841.4 . : j D. "Construction Series" 6'0 x 6'8 "Impact" Steel Double Door - Inswing or OutswingXX Confl •uratlon Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.4 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. Installation Instructions FL8841 Ri IT INST 8841.4.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes 'Evaluation Reports FL8841 Ri AE EO- E84- 00- 04.Ddf FL8841 R1 AE EVAL 8841.4.pdf Created by Independent Third Party: Yes 8841.5 ' ip • "Construction Series" V I I I 6'0 x 6'8 "Impact" Steel Double Door with Sidelites - Inswing or OutswI g 4®Y/X0 Co nflguration+conaaurations up to 8'0 In helbht) ; '.' Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.5 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas Inside the HVHZ) Installation Ins*tguct ?dns; • • • • • • • NST•8R•41.5df� • • • • • FL8841 R1 II•k i I Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes , Evaluation Report,s • • •• • 8 • - 84 -0 - • • • • FL8841 Ri. F p44 8$41. • • • • • • : Created bysnrfependent T ird Party: Yes. • • 11 8841.6 F. "Premium Series" 3'0 x 6'8 "Impact" Steel Single Door - Inswing or Outswing (X C uptIon), • • • .• Limits of Use Approved for use in HVHZ: Yes Installation In truetion$ :,„ • FL8841 R1 II IVSM84 : • • Florida-Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 05/22/2008 07/09/2008 07/14/2008 09/15/2008 Page 2 of 4 • • • • • • Approved for use outside HVHZ: yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.6 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. Verlfled By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EQ- E84- 00- 04.pdf FL8841 RI, AE EVAL 8841.6.pdf Created by Independent Third Party: Yes 8841.7 G. "Premium Series" 3'O x 6'B "Impact" Steel Single Door with Sidellte - Inswing or Outswing (XO or OX Configurations) Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.7 for Design Pressure Ratings, any additional use (imitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas Inside the HVHZ) Installation Instructions FL8841 R1 II INST 8841.7.pdf Verlfled By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EQ- E84- 00- 04.pdf FL8841 Ri AE EVAL 8841.7.odf Created by Independent Third Party: Yes 8841.8 pH. II °Premium Series" 3'0 x 6'8 "Impact" Steel Single Door with Sldelltes- Inswing or Outswing (OXO Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.8 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. (Note - ASTM E1300-02 utilized for areas Inside the HVHZ) Installation Instructions FL8841 Ri II INST 8841.8.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EQ- E84- 00- 04.pdf FL8841 Ri AE EVAL 8841.8.pdf Created by Independent Third Party: Yes 1 8841.9 I. "Premium Series" 6'0 x 6'8 "Impact" Steel Double Door - Inswing or Outswln• XX Configuration Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.9 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars i Installation Instructions .FL8841 R1 II INST 8841.9.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 Ri AE EQ- E84 00 04.pdf FL8841 Ri AE EVAL 8841.9.pdf Created by Independent Third Party: Yes, 8841.10 . "Premium Series" 16'0 x 6'8 "Impact" Steel Double Door with Sldelites - jInswing or Outswln• OXXO Confl.uratlon Limits of Use Approved for use In HVHZ: Yes 1; Approved for use outside HVHZ: Yes 1 I Impact Resistant: Yes I Design Pressure: N/A II, Other: See INST 8841.10 for Design Pressure Ratings, Zany additional use limitations, installation Instructions I and product particulars. (Note - ASTM E1300 -02 utilized I for areas inside the HVHZ) Installation Instructions FL8841 R1 II INST 8841.10.pdf Verlfled By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation. Reports FL8841 R1 AE EQ-E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.10.pdf Created by Independent Third Party: Yes 8841.11 k. "Premium Series" 3'0 x 8'0 "Impact" Steel Single Door - Inswing or Outswin• XConfl•uration Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.11 for Design Pressure Ratings, any additional use limitations, installation instructions and •roduct •articulars. Installation Instructions FL8841 R1 II INST 8841.11.Ddf Verlfled By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports ?: • _ • -; , -• 1 -! • •d FL8841 R1 AE VAL11i$41,.11.pd „ • Created b Inde•endde t P • l s • 8841.12 II. "Premium Series" 3'0 x 8'0 "Impact° Steel•ilr gla DeonwilMidelite - ; Inswin• or ou 114• - • of • Co 11g ■ . •_o • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes De Pressure: N/A Other: See INST 8841.12 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas Inside the HVHZ) installation instructions FL8841 R1 II INST 8841.12.pdf Verlfled By: Wendell W. Harley, P.€. 54158 • • Created bylI:depretent Tiiire P:rt � Yes: • • • • Evaluation e4poits• • • L. •;.' :•- '4-:s-: • ','- • • • • • • • :: I. - r "" _ - Created by Independent Third Party: Yes • •„ • „ • • ••• • • 8841.13 M. "Premium Series" el Sir gle Door with Sldellt%s- 3'0 x 8'0 "Impacr Ste os Inswln• or OutswingOXOC11• ration • • • Florida. Building Code Online Page 3 of 4 Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.13 for Design Pressure Ratings, any additional use limitations, Installation Instructions I and product particulars. (Note - ASTM E1300 -02 utilized 1 for areas Inside the HVHZ) Installation Instructions FL8841 R1 II INST 8841.13.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EQ E84- 00- 04.pdf I, FL8841 R1 AE EVAL 8841.13.pdf Created by Independent Third Party: Yes 1 8841.14 N. "Premium Series" 6'0 x 8'0 "Impact" Steel Double Door - Inswing or Outswin. XX Confl•uratlon Limits of Use Installation Instructions for in HVHZ: Yes FL8841 121 II INST 8841.14 pdf Approved use Approved for use outside HVHZs Yes Impact Resistant: Yes Design Pressure: N/A See INST 8841.14 for Design Pressure Ratings, Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EO- E84- 00- 04.pdf Other: limitations, installation Instructions FL8841 R1 AE EVAL 8841.14.pdf any additional use and product particulars. I Created by Independent Third Party: Yes 1 8841.15 O. "Premium Series" 6'0 x 8'0 "Impact" Steel Double Door with Sidelites - Inswing or Outswing (OXXO Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.15 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas Inside the HVHZ) Installation Instructions FL8841 R1 II INST 8841.15.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EQ- E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.15.pdf Created by Independent Third Party: Yes 8841.16 P. "Premium Series" 3'0 x 7'0 "Impact" Steel Single. Door in a Split Jamb Steel Frame - Inswin• or Outswing X Configuration Limits o of f Use Limits II Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes 1 Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.16 for Design Pressure Ratings, any additional use ilmltations, installation Instructions L and product particulars. Installation Instructions FL8841 RI II INST 8841.16.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports :: • • : - • - : , -00-'4.. d _ _ FL8841 R1 AE EVAL 8841.16.pdf Created by Independent Third Party: Yes 8841.17 Q. "Premium Series" 3'0 x 7'0 "Impact" Steel Single Door In a Residential Hollow Metal Steel Frame - Inswing or Outswing (X Confl • uratlon I Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.17 for Design Pressure Ratings, any additional use limitations, installation Instructions and •roduct •articulars, Installation Instructions FL8841 R1 II INST 8841.17.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EQ- E84- 00- 04.pdf FL8841 R1 Ai,_ eval 8841. Created b Inde•endentThird Pa : Yes Florida Building Code Online I each Next . DCA Administration Department of Community Affairs • • • • • • • • • • • • Florida Building Code Online • • • • • • • • • Codes and Standards • • • 2555 Shumard Oak Boulevard • • • • Tallahassee, Merida 32399 -2100 • • • • • • • • • (850) 487 -1824, Fax (850) 414 -8436 • ••• • • • • • • • ® 2000 -2005 The State of Florida. All rights reserved. Copyrioht and Disclaimer Product Approval Accepts: litob •• • • • •• • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • • • • • • ••• • • • ••• • • • • ••• • • • • • • • • • • • •• • • • • • • • • • • • • •• • • • • • • • ••• • • • •• • Page 4 of 4 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Report N Date: ASTME84 -00 EQ- E84 -00 -04 May 22, 2008 Evaluation of Equivalence of ASTM E84 -00 to ASTM E84 -04 Condittozzing: Condition specimens to a constant weight at the temperature and humidity stated below: 73.415 °F 50±5 %RH Test Specimen: 20 -1/4" 13/4" x 24'±1/2 ", butted against vent end bf chamber. Continuous length or joined end -to -end. Truly representative of the materials for which results are desired. Upstream end of chamber shall have a 14" ±1/8" length of 16 gauge steel sheet placed on the specimen mounting ledge in front of and under the leading edge of the specimen. Test Atmosphere: 73.4±5 ° F 50±5 %RH Procedure: 1. Establish draft reading of 0.055 to 0.100 in. of water column 2. Arithmetic average air velocity within the furnace, at 73.415 ° F, shall be 24015 FPM. 3. Place the specimen in the chamber and place the removable top in position over the specimen. 4. With draft operating, keep the specimen in place for 120115 seconds prior to applying test flame. 5. Ignite gas (natural or methane) burner adjusted to 5,000 Btu/Min. 6. Record flame front travel distance versus time at 30 second intervals or each 2' of flame front travel. 7. Record smokedensity photocell at 15 second intervals ASTM E84 04 Conditioning: Condition specimens to a constant weight at the temperature and humidity stated below: 73.415 50±5 %RH Test Specimen: 20" to 24" wide x 24' ±1/2" long, butted against vent end of chamber. Continuous length or joined end -to -end. Truly representative of the materials for which results are desired. Upstream end of chamber shall have a 14" ±1 /8" length of 16 gauge steel sheet placed on the specimen mounting ledge in front of and under the leading edge of the specimen. Test Atmosphere: 73.4±5 ° F 50±5 %RH ,Procedure: 1. Establish draft reading of 0.055 to 0.100 in. of water column 2. Arithmetic average air velocity within the furnace, at 73.4±5 °F, shall be 240±5 FPM. 3. Place the specimen in the chamber and place the removable to in ?osition over the specimen. 4. With draft operating, tiievp :caper in place for 120115 second tp ti oc to al:31 /in; test flame. 5. Ignite gas ( naturnl) er methane) burner adjusted to 5,000 Btu/Min. 6. Record flame front travel distance versus time at • 30 secoi mterv� is or each of flame fre n:: • travel • • • • • • • • . . . . . . . • • . 7. Record smoke densitypk otoeell at 1•5'secoad intervals ••• • • • • • • • • • • • • ••• • • • • • • R: \LIBRARIES \Codes & Standards \TEST STANDARDS\EQUNALENCY OP STANDARDS REPORTS \EQ - 8- N348 . • ••• • • • • • • • • • • • • ••• •• ?ate 1 oft • ASTM E84-00 Continued Procedure continued: 8. Plot flame spread distance, temperature and change in smoke density photocell readings separately. 9. Flame spread distance = observed distance minus 4.5 feet. Flame spread index(FSI) calculation: 1. Determine the total area (A under the flame spread distance -time graph. 2. When A <= 97.5 ft -min. FSI = 0.515 AT. 3. When AT > 97.5 ft-min, FSI = 4900/(195 - A Smoke developed index calculation: 1. Determine the total area (A under the smoke density - time graph for the specimen. 2. Determine the total area (ARed _oak) under the smoke density - time graph for the Red -Oak. 3. Smoke developed index = (AT / ARed.oak) times 100, then rounded to nearest multiple of 5. ASTM - -04 Continued Procedure continued: 8. Plot flame spread distance, temperature and change in smoke density photocell readings separately. 9. Flame spread distance = observed distance minus 4.5 feet. Flame spread index(FSI) calculation: 1. Determine the total area (A under the flame spread distance -time graph. 2. When A <= 97.5 ft -min., FSI = 0.515 AT. 3. When A > 97.5 ft -min, FSI = 4900/(195 - A Smoke developed index calculation: 1. Determine the total area (A under the smoke density - time graph for the specimen. 2. Determine the total area (ARed -oak) under the smoke density - time graph for the Red -Oak. 3. Smoke developed index = (A / ARed.Oak) times 100, then rounded to nearest multiple of 5. Accordingly, other than minor revisions and clarifications of the specimen size, ASTM E84 -00 is equivalent to ASTM E84 -04 referenced in the 2007 FBC and therefore meets the intent of the code. Wendell W FL P.E. # 415 5=22 - 4) C ¢3 •• •.. • • • • • •• • • . • • •• • .. . • • • • .... • . • • .. • .. • . .. • •• • •• • • .. •• • . .... • • • •• • . • • ••• • • ... • • • • ... R:\ LIBRARIES\Codes & Standards \TEST STANDARDS\EQUIVALENCY OF STANDARDS REPORTS W &8$ib- Q44doe . • •: • : • • F:Ige 2 of 2 ai! / 0/ 5L e 4 Atz-c-e_ Report No.: FL- 8841.1 R1 Date: May 22, 2008 Product Category: Exterior Doors Product sub- category: Swinging Exterior Door Assemblies Product Name: "Construction Series" 6'8" Steel Door Inswing / Outswing "Impact" Manufacturer: R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Therma Tru Corporation 118 Industrial Dr. Edgerton, OH 43517 Phone 419.298.1740 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Wendell W. Haney, P.E. (System ID # 1993) for Therms Tru Corporation based on Rule Chapter No. 9B- 72.070, Method ld of the, State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. RW Building Consultants and Wendell W. Haney, 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. PF1225 This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition) See Drawing No. FL- 8841.1 prepared by R W Building Consultants, Inc. and signed and sealed by Wendell W. Haney, PIE. (FL # 54158) for specific use parameters. • • • • • • • • • • • • • • • • •. • • • • • • •• • • • • • •• • • • ••• • • • • • • • • • •• .. ." • • • •• Wendell ' y, P•E• FL At M9 b • • • MaYa2,i2108' •• • • • • ••• • •• • • •. •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • ••• • • • :095:e4 ipf3• ••••• ••• • • • 0410 • • PM 225 Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) 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 material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with section 1626 of the Florida Building Code and' does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL - 8841.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal outswing item #39 meet water infiltration requirements for "HVHZ ". 8. Inswing configurations and outswing configurations using item #31 do not meet the water infiltration requirements for the "HVHZ" shall be installed only in non- habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees." 9. See drawing FL- 8841.1 for size and design pressure limitations. Wendell W , P.E. FL No. May 22, 2008 •• ••• • • • .. .• • • • • •• ••• •• • • • •• •• • • • •• • • .• • • • • 0 •• •. • • • • • •• • • • • • • • • • • • . • • • • • • • • • ••• • • ••• • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • cw • • • • • i••ii i 2 • •• ••• • • • ••• • • Supporting Documents A Drawing 1. Drawing No. FL- 8841.1 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Wendell W. Haney, P.E. B Tests 1. Materials (Polyurethane foam core) testing per ASTM E84 -00a (ASTM E84 -00 is equivalent to ASTM E84 -04 referenced in the 2007 FBC as evidenced by the comparison evaluation report EQ- E84 -00 -04 signed and sealed by Wendell W. Haney, P.E.) as performed by Omega Point Laboratories and reported in test report 15427- 107362, signed by William E. Fitch, P.E. 2. Materials (Polyurethane foam core) testing per ASTM D1929-96(2000)el as performed by Architectural Testing, Inc. and reported in test report ATI 67508.01 - 106 -18, signed by Joseph A. Reed, P.E. 3. Testing per TAS 201 -94, 202 -94 & TAS 203 -94 as performed by Testing Evaluation Laboratories, Inc. and reported in test report TEL 06- 0717 -1, signed by Wendell W. Haney, P.E. 4. Testing per TAS 201 -94, 202 -94 & TAS 203 -94 as performed by ETC Laboratories and reported in test report ETC 01 -741- 11004.0, signed by Joseph L. Dolden, P.E. 5. Testing per TAS 201 -94, 202 -94 & TAS 203 -94 as performed by ETC Laboratories and reported in test report ETC 01 741 10622.0, signed by Joseph L, Dolden, P.E. C Calculations 1. Product anchoring for tested specimens is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report TEL 06 -0717- 1, ETC 01- 741 - 11004.0 and ETC 01- 741- 10622.0. Additional product anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Haney, P.E. 2. Buck anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Haney, P.E. D Other 1. Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therms Tru Corporation is manufacturing products within a quality assurance program that complies with ISO /IEC 17020 and Guide 53. PF1225 • .• • • . •' • • • • • • FL No. 5: 5 • May 22 2008 • • • • • • • • • • • • • • • • • ••• • • • • ' • • • ••• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• •• •• • • • ••• 'Sheet•3 of3 • • • • 0 TABLE QF CONIENIS : MO • • DESCRIPTION • • • T11160Tglaadiigrs, design rites uresq. genera notes 2 Door Nolte( & offs 3 Haiwntat cross sections 4 Vertfccd crass RieraZZI 5 Buck end tarns anchoring • 2X buckmcsoruy construction 6 Frame anchoring- IX buck mosonryconsf ud1on ' 7 BID of Materials & Cantporeas THERMAI1RU@ THERMA TRU DOORS 1 1 a INDUSTRIAL DR., EDGER OH 43517 TEL. (419)298-1740 "CONSTRUCTION SERIES" STEEL DOOR INSWING / "IMPACT" IMPACT r .. GENERAL NOTES 1. This product has been evaluated and isin compliance With the 2007 Florida BulldIng Code (BC) structural requinantents lndudtng the 9itgh Veloclly Hunicane Zone' (HVHZ). . 2. Product ann:ho6 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 the 9-IVHZ fhisproduct complies with section 1626 of the Florida Bufdvrg Code and does not require an impact resistant covering. 4. When used in areas outside of the'HVHT" requiring wind borne debris protection this product compBeswith Section 1809.12' of the 20:17 FBC and does not require an impactresatard covedng.This product meets missDe levet"1' and irarge.s Wind Zone 4 as defiled tnAS1M E1996. • • • 5. COfilirstalrarning c&!hucilbn, anchodrlgpfdhese urns shall be the some as that shown for 2c buck Masonry construction' • • • • • • • • 6. Sits that crentr from the 4eteips of $ds drawing !squire further engdnee ing analysis by a licensed ssed ep®areer or registered t>rchitect •• •• 7. 06664kg,conlIgutelots 41g coasttSou?swingilem 09 meet watet1nf ftration requirements forHiVHZ". • • & ksw¢rg r'�intiguratjp}b't3trC $utswing cenitgwations using item #31 do not meet the watert1151tration ncvirers nis for iheMitir shall be i flgrldily in non - habitable areas or at habitable locations protected .bb dyqy I�an �� ovpiwng or cgpopy such that the angle between the edge of canopy or overhang to sill is less than • 37.50" MAX OVERAll. WIDTH L�J 0 R ix r W- a ove 4/24/08 sL N.T.S. Dana. Ss AL anc. at WWH oxwwc NW FL- 8841.1 sum 1 cc _Z_ • 2 cd • • • • • • •• • 36.00" MAX. -- DOOR -- PANEL WIDTH • 'T te 0 e g • • • • • f • ••• • 1 • • • p • • ••;:•• • • is 1 • • • . s • O • DOOR PANEL Clbelitlaiiion series • •••• • • • •• • •••• • • •••• • •• • • • • • • • • • • •• •• • • • •••• • • •••• • • •• • • • • • O 1OP RAIL ® HINGE STILE EXTERIOR INTERIOR C) HORIZONTAL CROSS SECTION O LATCH SIRE b5 BOITOM RAIL EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 2 orc r 0 z N O tn rigra 4/24/08 sate N.T.S. owa en AL CHIC en WWH raw= c wk FL- 8841.1 sr® 2 of 7 .0 . 0 © 1 • • • © 0 INTERIOR • tit St • ,, A o; 4 • R C) 3 1 HORIZONTAL CROSS SECTION Inswing configuration 0 EXTERIOR p 0 0 • -‘1 0 anir WAI () HORIZONTAL CROSS SECTION c oncretes for wood per Section 1714.5.42 of the FBC O 3 HORIZONTAL CROSS SECTION Inswing configuration 0 0 0 z z 0 In ueE: 4/24/08 • scALe N.T.S. DWG. BY: AL CHM tin WwH D A J xo., FL- 8841.1 stow 3 or 7 • • • .• • • •••• • •• I" MIN. FROM MASONRY IDGE (TYP.) • INTERIOR ,f ,/,l � EXTERIOR C) 4 1 VERTICAL CROSS SECTION Inswing configuration INTERIOR • . • • •• • •• ••• •• • • • • •• • ••• • • •••• • • 2.1/7 MIN. FPM • • •. • • MASONRY EDGE I" MIN. FROM MASONRY EDGE --- • •• • • • • • • (1.1 EXTERIOR O VERTCAL CROSS SECTION 4 �e� notes sheet 1 fal-MIT Water infiltration requirements . • . :wow" tie . e• ,•1.61.41 2-1/7 MIN. FROM MASONRY EDGE (1Y1 INTERIOR 2 -1/7 MIN. FROM MASONRY EDGE (1YP4 EXTERIOR 2 -1/7 MIN, FROM MASONRY EDGE ITYP.) O VEKIICAL CROSS SECTION see general c notes, shunt 1 for "HVI-7 water vifilkafion requirements ta- INTERIOR 2-1/7 MIN. FROM MASONRY EDGE I1YP.) 1 (m'•1 0 0 -.me O am th , # o m INTERIOR EXIERIOR O 4 O VERTICAL CROSS SECTION Shown w /1X sub -buck sibstitufing concrete screws for wood screws per Section 17145.4.2 of the FBC EXTERIOR 2 -1/7 MIN. FROM MASONRY EDGE • O 2-1/2" MIN. FROM MASONRY EDGE (M.) VP.) 4 Q VERTICAL CROSS SECTION Outswing no see al notes. si eet t for "NWT water infiltration requirements 2 -1/7 MIN. FROM MASONRY EDGE DI 0 Z o3: 4/24/08 SCAM: N.T.S. DWG, BY: AL aoc. er: WWH OWNING NO4 FL- 8841.1 war 4 oF,Z • • • SUCK ANCHOR 4 • • • • • • • • • STRIKE JAMB MASONRY OPENING FRAME a�x • • • NOTES!••• •••• •••• 1. 1/0 IllebOoticrete screws aMhoring 2x buCk'tittaUve a minimum 1' clearance to masonry edges, a 1 -1/4' minimum embedment and a ,u inum 4" clearance toadjacent cone Vg. Substitution of equal concrete screws from a different supplier may have different edge distance and ceryfei 'fance requirements. Concrete screw locations at the comers may be adjusted to maintain the mfritmum edg® 6rstance to mafar joiets.4f Concre?e Station noted as 'MAX. ON CENTER' must be adjusted to maintain the minimum edge distance to mort &Ibinfs.6dd8ionoi Conercte screws may be required to ensure the maximum on center dimension is not extdetldait • •••• • • • • • • • 2. I/4' f1W concrete e\ s sc oring frame and /orsO require a minimum 2 -1/2" clearance to masonry edges. a 1-1/4 embedment and a minimum r clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center dance requirements. Concrete screw locations at the comers may be adjusted to maintain the minimum edge dstance to mortar /dais. If Concrete screw locations noted ix s'MAX. ON CENT Er must be adjusted to maintain the minimum edge distance to mortar joints, additional Concrete screws may be required to ensure the maximum on center dimension is not exceeded FRAME ANCHORING Masonry 2X buck construction 0 HINGE DETAIL HINGE JAMB LATCH & DEAD BOLT DETAIL 0 0 O. a as r m 0 z z 0 u) nae: 4/24/08 scuts M.T.S. DWG. BY: AL arc sn WWH mwm+c rm FL- 8841.1 sE or • • T.� • •� •• • • • • • • • •• • • b • • • • • • • • • •••• • • • • • • 4A •• •• • • • •••• •••• • • • • • • • 1. • Jr,a4 concrete screws anchoring ft� &?d /or sill require a minimum 2 -1/2" clearance to masonry edges, a •1 -1 /4 minimum Ir a Nnt and clearance to adjacent concrete screws. Substitution of equal • cbnaete screws flier a different suppfferJay have different edge distance and center distance requirements. • •Gpknrote screw Dons at the canes may be adjusted to maintain the minimum edge distance to mortar joints. If Concrete screw 1pcatiorss nclted as WAX. ON CENTER' must be adjusted to maintain the minimum edge distance to mat& AIM additional Concrete screws may be requ (red to ensure the maximum on center dimension is not exceeded • • MASONRY OPENING • FRAME 1X BUCK • "= J TYP. HEAD & JAMBS SEE NOTE 1 SEE NOTE 1 SEE NOTE 1 i•" • FRAME ANCHORING Masonry IX buck construdon 2. 3/16" RW concrete screws anchoring frame and/or sib require o minimum 2-5/8 to masonry edges, a I -1/4 minimum embedment and a minimum 2 -1/4 clearance to oa acent concrete screws unless otherwise noted by concrete screw manufacturer. HINGE IAMB SEE NOTE 1 LATCH S DEADBOLT DETAIL }TINGE DETAIL SEE NOTE 2 SEE NOTE 2 O z me 4/24/08 sr-ka N.T.S. D0. Br. AL oat er: WW1 Dwh xv+c FL- 8841.1 eau 6 or 7 z O 5 m 0 0 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A IX BUCK SG >= 0.55 WOOD 8 2X BUCK SG >= 0.55 WOOD C MAX. 1/4" SHIM SPACE WOOD D 1/4" X 2 -3/4" PFH E.CO CONCRETE SCREW STEEL E MASONRY - 1192 PSI MIN. CONCRETE CONFORMING TO ACI 301 0R HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE' F 1/4"X 1 -3/4" ITW CONCRETE SCREW STEEL G 3/16" X 3-1/4" PFH ITW CONCRETE SCREW STEEL H 1/4 "x3-1 /4"PFHITW CONCRETE SCREW •STEEL 1 1(4" X 2 -1/4" PFH ITW CONCRETE SCREW STEEL 1 /4 X 3-3(4" PFH ITW CONCRETE SCREW Siffi K #10 X 2' PFH WOOD SCREW STEEL L #10X2- 1 PFH WOOD SCREW ST®. 7 SHORT REACH COMPRESSION WEATHERSTRIP (HERMA TRU) FOAM B LONG REACH COMPRESSION WEATHER -STRIP (THERMA -TRU} FOAM 9 4' X 4" HINGE .09T' THK. (THE2MA TRU) STE1. 10 #10 X 3/4' PFH WOOD SCREW (HINGE TO FRAME) • STEEL 11 #10 x 1" PFH WOOD SCREW STEEL 17 KWIKSET TITAN 700 SERIES PASSAGE LOCK STEEL 19 HEADER JAMB 14.656' X 1.25"THERMATRU, PINE) SG >= 0.42 WOOD 20 SIDE JAMB (AA SIX 1.25' THERMA -TRU) SG >= 0.42 WOOD 21 12MKSET TAN HBO SERIES DEADBOLT STEEL 0 L7 • l# TCH STRIIELATE • • • • a • • srm 28 15EAD80`T WLs • STEEI. SP • RUMP FAC3A1i1>7R LOIN PROFILE ALUM. / WOOD 82 DOOR BOTTQM SWEEP • • • PVC A i SELF ADJ 'TILE THRFSHOLI3 ALUM.COMP. GH W ° la•D R w • ' • ALUM. I . 41 •N, - M • •• 9 73 Pir,•- ..''i>T•• •• .._ Ho '••D AIL - • bOOR Sgt '2 I /1, (.D18" MIN, R/•427,830 P51 MIN.) STEEL • ' • OP RAIL •••• •• •••• • COMP. 43 *LATCH STILE• WOOD 1.44 ' HINGE STIE • • • WOOD ' • 45 BOTTOM RAIL• • • COMP. ' 46 POLYUREh .NE 115A 4 (BAr. 1 _DENSITY) FOAM • • • • • • • • • • •• •• • • •••• • • LL i L 00 HEAD 8 SIDE Jamb 4.625' A e CD BUMP FACE THRESHOLD LOW PROFILE O SELF ADJUSTING SADDLE 1HREH0LD 4.60' MIN. 7-36' 39 HIGH WATER DAM THRESHOLD EN • 0 I- 0 0 we 4/24/08 s N.T.S. om ere AL ax BY WWH DRAMS 140.. FL- 8841.1 stIEIET 7 OF 7 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circl Owner's Name (Fee Simple Titleholder) Owner's Address 37„ City_thiCal � (1C ° State Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES City S * * * * * ** 00 Submittal Fee $ 4 )C), Permit t Fee 3 Total Fee Now Due $ 4 1. (Continued 0111 opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical Plumbing FL- 13 Tenant/Lessee Name Phone # 0 e2 $ Value of Work For this Permit 5 Type of Work: OA d 'tion DAlteration ONew Describe Work: 04T'} e- - ee I Cr Zip County Miami -Dade NO ECEOVED A CT ' 2004 Permit No. 8 Master Permit No. Phone # Zip Contractor's Company Name Phone # Contractor's Address Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: 0, Repair/Replace * * * * * * * * * * * * * * * * ** *F , * ** **** * *** * * ***** **** *** . CCF$ 000 Zip Mechanical Roofing 5 2.c? Notary $ " Training/Education Fee $ a . Technology Fee ,s /. s" Scanning $ . - Radon $ Zoning ( Bond $ Code Enforcement $ Structural Plan Review. $ 0 Demolition Co /CC "'�� Miami Shores Village • 3 Paint Color Approval and Agreement Date 10 —I °'(y-i' Owner's Name g ,l C e -� 5 i 6 1 Phone # `1 S 5326.7 t- 5326.7 Owner's Address 3153. NF t b City k"`% O Yl, Sj State FL Zip Job Address (where the work is being done) e_ City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO x Contractor's Company Name (if applicable) Phone # ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** All elements on the site must be listed and indicate the color to be painted Walls MO 6'16. l_k v Fascia chOt) n-1 rt t r ` Drip Cap/drip Edge mew tr 1 K. Soffit Roof Flower bins Shutters Awnings LA I), 'Asti' A Chimney V i V") C 10'10■C l Accessory Buildings Signature ll+a �r�t� Doors and door jams Garage doors Railings W 6 Fences 1 &O + e v r Decorative metal \ All brick (simulated or regular) Stucco banding Any other stucco features APPLICATION APPROVED BY: P& Z Official ( if ) e r A-S i voN2 .\ 53 43 Zip 3313 g r Other ************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * ** OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicle laws regulating construction and zoning. * * * * * * * * * * * * * * * * * * * *** * * Date /0 f'04 Date 10 A Q the 6/18/03 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 10 /6/2004 Applicant: MICHAEL Owner: SHERIDAN JOB ADDRESS: 318 Contractor Local Phone: Parcel # 1132060135030 Signed: NE 103 (INSPECTOR) Building Permit Permit Number: BP2004 -1309 SHERIDAN MICHAEL ST Contractor's Address: Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 W1/2 OF LOT 9 & LOT 10 BLK 37 LOT SIZE Fees: FEE2004 -9888 FEE2004 -9889 FEE2004 -9890 FEE2004 -9891 FEE2004 -9892 Description Building Fee CCF Notary Fee Training and Education Fee Technology Fee Total Fees: Amount $60.00 $0.60 $5.00 $0.20 $1.50 $67.30 Total Fees: $67.30 Total Receipts: $0.00 /73 Permit Status: APPROVED Permit Expiration: 3/30/2005 Construction Value: $250.00 Work: EXTERIOR PAINT In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: