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Home My WebLink AboutSUBMITTED PAPERS_4%_ —r l O W 0 z U U u TCOUT�Im.�_, BUILDING CODE COMPLIANCE OFFICE (BCCO). PRODUCT CONTROL DIVISION MIAMI-DARE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) wwwxaiamidade.gov/buIdimode Pittsburgh Corning Corporation 800 Presque Isle Drive Pittsburgh, PA 15239 SCOPE: 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 Miami -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: Glass Block Mortar System: APPROVAL DOCUMENT: Drawing No. A, B and C, titled "Glass Block Mortar System: 4" Thick Hollow and 3" Thick Solid GB and Generic Construction Details -Isometric Views", sheets 1 through 3 of 3, . dated 06/14/07, prepared for Pittsburgh Coning Corporation, signed and sealed by Carol D: Hays, Ph.D., P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Small Missile Impact Resistant (Thickset 90 and Vistabrick Series) 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 the 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 the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 07-0626.10 ©L _ Expiration Date: August 9, 2012 Approval Date: August 9, 2007 7/�6/v7 Page 1 Pittsburgh Corning Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. A, B and C, titled "Glass Block Mortar System: 4" Thick Hollow and 3" Thick Solid GB and Generic Construction Details -Isometric Views", sheets 1 through 3 of 3, dated 06/14/07, prepared for Pittsburgh Corning Corporation, signed and sealed by Carol D. Hays, Ph.D., P.E. B. TESTS 1. Small Missile Impact Test per FBC TAS 201-94; Uniform Static Air Pressure and Air Infiltration Test per FBC TAS 202-94 and Cyclic Wind Pressure Loading per FBC, TAS 203-94, prepared by Architectural Testing, Inc., Test Report No. 66795.01-109- 18, dated 06/19/07, signed and sealed by Michael Df. Stremmel, P.E. C. CALCULATIONS 1. Channel and Fastener Calculations, prepared by Engineering Analytics, Inc., dated 06/11/07, signed and sealed by Carol D. Hays, Ph.D., P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Code compliance letter issued by Engineering Analytics, Inc., dated 06/22/07, signed and sealed by Carol D. Hays, Ph.D., P.E. 2. No financial interest letter issued by Pittsburgh Corning Corporation, dated 06/21/07, signed by Nicholas T. Looms, P.E. 3. Code compliance letter issued by Architectural Testing, Inc., dated 06/19/07, signed and sealed by Michael D. Stremmel, P.E. 2 -711e_1D7 Carlos M. Utiera, P.E. /Product Control Examiner NOA No. 07-0626.10 Expiration Date: August 9, 2012 Approval Date: August 9, 2007 E-1 PITTBURGH CORNING GLASS BLOCK HOLLOW UNITS (NOMINAL) 4• THICK -FACE LARGEMISSILE SMALL MISSILE SERIES PATTERNS NOMINAL DIMENSIONS THICKNESS xtPACT RESISTANT IMPACTRESISTANT PREMIERE All Fell— 12' X 12' X 4' and at other .187' No No All 4• thick (no W-I) smatter face sizes 1. 375far Glass Block 1T X 12-) THICKSET®-60 All Paaems 8-x8'x4'erhdallother .375" No No Aft 4"thick (nominal) ..Ior faze sts Glass Black THICKSET"" AllPatems 8•xe'K4-and all other .750, No Yes A04'tl.k(.—Inal) smallerfaceslzes Can be wed without Glass Block hohdcane Im""on above 30 M1 from glade INSOLAR- All Paltems 6• x B' x 4• and all other .18T No No All 4'tllrk (namiraq smater face stres Glass Btohic (vrith losers) SPECIFICATIONS (For nominal 4" Thick Hollow Glass Block): • Glass Block Units: 12" x 12" x 4" (nominal size) or smaller (face dimensions). Glass block thickness must be minimum 4" nominal (3- 7/8' actual). Glass block units may be colored, may have fibrous glass Inserts (LX Inserts), may have glass inserts with coatings (INSOLARTM Series), and may have metallic oxide coatings (Solar Reflective Coatings), as manufactured by Pittsburgh Coming Corporation. • Mortar: Type "S" per ASTM C270. • Reinforcement: Ladder Type, 9-gauge, 2" Wide with butt -welded crosswires spaced at 16" o.c., hot -dipped galvanized or stainless steel, (2)@IOX 1-1/4' LPH SCREWS as available from Pittsburgh Coming Corporation. Placement is at AND Me WASHERS horizontal joints (only) at a spacing of no more than 16" D.C. vertically. OR Nate: Placement of reinforcin9 x 1T X 4for 12" " (nominal sized lass )9 block is at every horizontal (2)3/16-X 1- EMBEDMENT HILTI KWIK CON II®1e•o.c. \ joint • Panel Anchors: Hat -dipped galvanized 20-gauge perforated steel strips• 24' long by 1-3/4Wde, or stainless steel 22-gauge perforated steel strips, 16' long by 1-3/4" wide, as available from Pittsburgh Coming Corporation. Placement is at both jamb and head locations, anchored With #10 x 1-1/4" long panhead screws with #10 washers (2 per panel anchor Into wood frames) or (1) 3/16" diameter HIM Kwlk Can II (1" embedment depth into masonry or concrete) All Spacing to be no more than 16" o.c. Rgim Placement of panel anchors for 12" x 12" x 4" (nominal sized) glass block is at every joint up both jambs and across the head. Embedment of panel anchors Into mortar joints shall be at least 12 Inches. • Channels: Aluminum (6063 T52ALH) 2" x 4-10 x 1/8", as available from Julius Blum 8 Co., Inc. (1.800526-6293), or equal. Placement is at both jamb and head locations, anchored with (1) I/." diameter Hilti Kwik Con II (1-314" embedment depth into masonry or concrete) @ 16" fs:(,n,:.dRScrs;%°/ ,.-y1Y111Ll1l, D.C. • Expansion Material: Polyethylene type, 3/8' thick, as available from Pittsburgh Corning Corporation. Placed at both jamb and head locations. • Sealant: Silicone type. Placed at both jamb and head locations and on "7 both exterior and interior sides. ' • Asphalt Emulsion: A water -based asphalt emulsion, by Karnak Chemical Corporation (Karnak 100, 1-800-526.4236), or equal. �6'-0'MAXIMUM WIDTH� �4'-0°MAXIMUMWIDTH --►I STEEL, MASONRY STEEL, MASONRY OR WOOD FRAMING OR WOOD FRAMING 12'X 12" X4'(NOMINAL I7T = SIZE) OR SMALLER Or GLASS BLOCK UNITS MORTAR JOINTS w ibh 1/4' TO 3/8' x\71 (TYPICAL) 1 MORTAR JOINTS 1/4' TO 3/8" (TYPICAL) X = 12"X12• x4• (NOMINAL SIZE) 4 ASPHALT EMULSION OR SMALLER THEN MORTAR AT GLASS BLOCK SILL LOCATION UNITS rn EXPANSION STRIP B SEALANT Z AT JAMB 8 HEAD LOCATIONS (ONL'Y) `S DESIGN PRE93URE RATING z 4 ASPHALT EMULSION THEN MORTAR AT SILL LOCATION EXPANSION STRIP & SEALANT AT JAMB & HEAD LOCATIONS (ONLY) DESIGN PRESSURE RATING +J- 75PSF ' STEEL, MASONRY OR STEEL, MASONRY OR WOOD FRAMING WOOD FRAMING 010 X 1-1/4' LPH SCREW AND #to WASHER 4-1/4'-4-1/2- CLEAR OPENING OR 1/4'X 1-3/4° EMBEDMENT HILTI KOK CON II ® 16• O.C. PCs EXPANSION STRIP SEALANT h r 1 CHANNEL 1 2' X 4-1rz• X vfi' (6063 T52 ALH) ' 1' MINIMUM I I I PCs EXPANSION STRIP PCs PANSION STRIP SACKER ROD I PCs PANEL ANCHOR OR OTHER COMPRESSIBLE I MATERIAL PC® GLASS BLOCK 4- (NOMINAL THICKNESS) I I I PCOGLASSBLOCK4° I (NOMINAL THICKNESS) SEALANT HOLLOWUNIT HOLLOW UNIT 11 PANEL ANCHOR RESTRAINT DETAIL CHANNEL RESTRAINT DETAIL TITLE: GLASS BLOCK MORTAR SYSTEM: 4" THICK HOLLOW GLASS I DESIGN: N.T.L. I SCALE: N.T.S. REv O Pittsburgh Cominf Ql:�fjai DRAWN: N.T.L. DATE: 06-14-07 BY 800Presque I h CHFCK nATF• r,— I I Pittsburgh, PI PITTSBURGH CORNING GLASS BLOCK SOLID UNITS (NOMINAL) 3" THICK (2) M10 X 1-1/4' LPH SCREWS STEEL, FACE LARGE MISSILE SMALL MISSILE AND 010 WASHERS` MASONRY OR SERIES PATTERNS NOMINAL DIMENSIONS THICKNESS IMPACT RESISTANT IMPACT RESISTANT (2) 3116' X 1" EMBEDMENT OR WOOD HILTI KWIK CON II FRAMING VISTABRIKO Solid Units All Patterns 8' X 8" X 3' and all other 3" (nomiml) No Yes @ %' O.C. All 3'thick (nominal) smaller face sizes thick solid units Can be used without hurricane protection above 30 N. from grade 1 SPECIFICATIONS (For nominal 3" Thick Solid Glass Black): • Glass Block Units: 8" x 8" x 3" (nominal size) or smaller (face dimensions). Solid glass block must be minimum 3" thick, as manufactured by Pittsburgh Coming Corporation. • Mortar: Type "S" per ASTM C270. • Reinforcement: Ladder Type, 9-gauge, 1-518" wide with butt - welded crosswires spaced at 16" D.C., hot -dipped galvanized or stainless steel, as available from Pittsburgh Coming Corporation. Placement is at horizontal joints . (only) at a spacing of no more than 16" D.C. vertically. • Panel Anchors: Hat -dipped galvanized 20-gauge perforated steel strips, 24" long by 1,3/4"wide, or stainless steel 22-gauge perforated steel strips, 16" long by 1-3/4" wide, as available from Pittsburgh Coming Corporation. Placement is at both jamb and head locations, anchored with #10 x 1-1/4" long panhead screws with #10 washers (2 per panel anchor into wood frames) or (1) 3/16" diameter H1ti Kwik Con II (1" embedment depth into masonry or concrete) All Spacing to be no more than 16" D.C. Embedment of panel anchors into mortar joints shall beat least 12 Inches. • Channels: Aluminum (6063-T52ALH) 1-1/2" x 4' x 1/8", as available from Julius Blum & Co., Inc. (1-800-526-6293), or equal. Placement is at both jamb and head locations, anchored with (1) 1/7 diameter Hilti Kwik Con II (1-3/4" embedment depth Into masonry or concrete) @ 16" o.c. • Expansion Material: Polyethylene type, 3/8" thick, as available from Pittsburgh Coming Corporation. Placed at both jamb and head locations. • Sealant: Silicone type. Placed at both jamb and head locations and on both exterior and interior sides. • Asphalt Emulsion: A water -based asphalt emulsion, by Karnak Chemical Corporation (Karnak 100, 1-800-526-4236), or equal. (r— 4'-W MAXIMUM WIDTH FRAMING B"Xa'X3" (NOMINAL SIZE) OR SMALLER (SOLID) GLASS BLOCK UNITS MORTAR JOINTS 3/11' TO ire (TYPICAL) ASPHALT EMULSION THEN MORTARAT SILL LOCATION V EXPANSION STRIP & SEALANT AT JAMB S HEAD LOCATIONS (ONLY) DESIGN PRESSURE RATING +I- SOPSF . alb I SEALANT I I I 1 I I i PCS EXPANSION I I STRIP I 1 I PC®PANEL 1 ANCHOR I II ' PCS VISTABRIKS 3" SOLID UNIT PANELANCHOR RESTRAINT DETAIL 010 X 1-1/4' LPH SCREW STEEL. MASONRY OR AND #f0 WASHER OR WOOD FRAMING 114° X 1.314° EMBEDMENT HILTIKWIKCON II \ @ is-O.C. /3-1R'•3J/4'CLEAR OPENING CHANNEL 1-1/2' X 4" X 118" (8063 T52 ALH) ' PCS EXPANSION STRIP OR BACKER ROD — OR OTHER COMPRESSIBLE MATERIAL 2drs x�?:uZwit311ho SEALANT F:on. n, c� 777 ).oKl� ,7xO iv:rer�er;:��:14od Lave: �:1 .3Y _^ CHANNEL RESTRAINT DETAIL PCS EXPANSION STRIP 1"MINIMUM PCSMSTABRIKS 3" SOUD UNIT PCs Panel Sealant Sealant PCs Expansion Strip PC® Panel Anchor Exp. Bolts Two Per Anchor Well Imming shown here for Illustrative purposes only. Wag framing can be concrete, masonry, wood, steel or any other structural surround. PANEL ANCHOR CONSTRUCTION Lintel Plate —PCs Expansion Strip �1. , Lintel Plate PC Expansion Strip I PC' Panel Anchor PC GlassBlodf Unit NOTE: This dimension is determined by the anticipated deflection of the structural member above the glass block. Panel Reinforcing GlassBlock® Unit PCs Panel Reinforcing Mortar Asphalt Emulsion Apprcvcd rs kxn:o!etig tvilh tlra , arica aufl':u; do Date NCA# 0 Muni Dat wa % L:nntta9 DiV: BY 01 Angle Fm 4W-4Y. GASIrlp Sealant Channel Fastener PC°Paddng Material MehlChannel Sealant P-C Glassaloc . Ih ItChannelRestraint Deta Metal Channel PCs Expansion Strip Channel Fastener Wan framing sham here for Illustrative purposes only. Wall framing can be concrete, masonry, wood, steel or any other structural surround. CHANNELTYPE RESTRAINT CONSTRUCTION Lintel Plate --� Metal Angle PCs Expansion Strip 4'/: - 41/i Clear Opening i PC Expansion Strip LfnlN Plate Angle fastener Metal Angle r S' NOTE Packing 1' hrm. Material Sealant PC GIassBloc" Unit Angle Restraint Detail NOTE: This dimension is determined by the anticipated deflection of the structural member above the glass Nock. PCs Panel Reinforcing PC GlassBlocV Unit Mortar PCs Panel Reinforcing Mortar Asphalt Emulsion PC-;T GT® Visibly Better- 1070 Technology Drive Nokomis, FL 34275 May 20, 2008 Reference: PW-701 LIVI NOA 07-0418.06 To Whom It May Concern: Toll Free Phone 800.282.6019 Local Phone 941.480.1600 Engineering Fax 941.488.3196 The above -referenced Miami -Dade County Notice of Acceptance meets the i requirements of the Florida Building Code 2007 edition, section 1714.5.2.1 (TAS 202 protocol) and sections 1609.1.2 and 1626 (TAS 201, 202, 203 protocols Large Missile). Sincer Robert L. Clark, P.E_.� P.E. #39742. PGT Code Compliance MIAMFQADE s ARAM DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUII DING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION LOAMI, FLORIDA 33130-1563 (305) 375 2901 FAX (305) 375 2908 NOTICE OF ACCEPTANCE (NOA) www.buldinrlcodeong M.com PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: 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 Miami -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 PW 701 Aluminum Fixed Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. 42594, titled "Aluminum Picture Window, Impact", sheets 1 through 12 of 12, prepared by �, dated 7/14/03, with revision `B", dated 4/4/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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 the 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 the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 03-1105.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 07-0418.06 o K Expiration Date: February 19,2009 Approval Date: June 21, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259A titled "Aluminum Picture Window, Impact", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14103, with revision "B", dated 4/4/07, signed and sealed by Robert L. Clark, F.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of alum. fixed windows of different shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3835, dated 07/18/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA #03-1105. 01) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading 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 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3850, dated 07/31/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA #03-1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004, prepared by manufacturer, dated 4/13/07, signed and sealed by Robert L. Clark, P.E. Complies with ASTM B1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No_ 02-0828.15 issued to E.I. DuPont DeNemours for "DuPont Butache PVB Material" dated 11/21/02, expiring on 12/11/05. 2. Notice of Acceptance No. 01-0205.02issue0 to Solutia, Inc. for "Saflex / Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. -�a,I . 0 j All� W, -0,) Manuel P .E. Product Control ftaWiner --7� NOA No. 07-0418.06 Expiration Date: February 1q 2009 Approval Date: June 21, 2007 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE Si- F. STATEMENTS 1. Statement letter of conformance, dated April 13, 2007, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated April 13, 2007, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 03-1105.01, issued to PGT Industries for their Series "PW- 701" Aluminum Picture Window LM , approved on 02/19/04 and expiring on 02119/09. I to iDJ, J� V=, Manuel Pe Product Control E NOA No. 07 F,; 6 Expiration Date: February 19.2009 Approval Date: June 21, 2007 E-2 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7116" LAMINATED GLASS COMPRISED OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7116"LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C.1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7116" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D.1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3116" HEAT STRENGTHENED GLASS, A 7116" AIRSPACE AND 7116- LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. ?. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 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. ANCHORAGE: THE 33113% 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 FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 6. REFERENCES: TEST REPORTS, FTL-3835 & FTL-3850 ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES .......................... 1 GLAZING DETAILS ........................ 2 ELEVATIONS, FLANGED ............... 3 ELEVATIONS, INTEGRAL FIN....... 4 DESIGN PRESSURES FLANGED.. 5 DESIGN PRESSURES FINNED...... 6 SECTIONS, FLANGED ................... 7 CORNER ASS'Y, FLANGED ........... 7 SECTIONS, INTEGRAL FIN........... 8 CORNER ASS'Y, INTEGRAL FIN... 8 EXTRUSION PROFILES ................. 9 PARTS LIST .................................... 9 ANCHORAGE ................................. 10-12 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT , EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). ALUM/NUM PICTURE WINDOW, IMPAC P.O. HOX /329 ' eak e.,e o.W w nwKoans � � i aibly Better PW-701 NTS 1 d 12 14204 Robod L CkrK P.E. PE 039712 swewmi 3/16" ANNEALED OR HEAT STRENGTHENED GLASS OUTSIDE 86R C15 7/16" LAMI GLASS NOMINAL 3116" ANNEALED OR HEAL STRENGTHENED GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 7/16" AIR SPACE — 3/16" HEAT 3/16" HEAT — STRENGTHENED STRENGTHENED GLASS GLASS [---IF 12 . I I 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVBINTERLAYER 3/16" HEAT — STRENGTHENED GLASS U OR 21 18 OR 226"NOM OUTSIDE 11/16"NOM BITE GLASS BITE !GLASS 2 13 1 14 OR 15 7/16" LAMI GLAZING DETAIL 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) NOKOMIS, FI34275 I■ ■ '� _�"r_ ALUMINUM PICTURE WINDOW, IMPACT P.0.80X l5�' ewt,.sa,at NaioMis, r7 3azrt Visibly Better PW 7Or FUL 2 d 12 4259.4 tRODUCT REVISED ar mmplyl"5 with The Fiarida Da .ZCeda A=Omucrtla - 41 D(r �_� os Mid Robert L Clad', P.E. PE #39712 sbtNwral HEXAGON FULL CIRCLE OCTAGON MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA =19.63 SO. FT. OR MAX. AREA = 20.71 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. FYFRRnW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. ARCH. MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X AV OR MAX. AREA = 31.99 S< f+— -- 96" MAX. ---�{ 48" MAX. RFCTANI;I_F MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. NOTE:.A FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. NOXOWS, FL 3V75 ■_ ' ■ P.O. Box 1525 ALUI k NONOM/S FL W74 Vtsrbly Better Pw7oi f4" C TRAPF7_0in MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. PICTURE WINDOW, IMPAC sr or.e nrraw NTS 3 " 12 4259.4 PRODUCS BEWSED ., romP�y�.a�run uK Fbew Eaidiag Code n. O6FvIrsato 9 Robed L Clerk P.E PEIM712 sbuee"al HEXAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 21.05 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE FULL CIRCLE . MAX. SIZE = 60" DIA. OR MAX. AREA =19.63 SO. FT. MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. Cvc 12 D ntnt OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SO. FT. ELLIPTICAL MAX. SIZE = 96 X 4i OR MAX. AREA = 31.99 S, MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 98114" FRAME O.D. 96" MAX. 50 1� 4"/ FRAME 451/4" raouucT+c�+, / O.D. MAX. c»ue 1d� FLfridn 48" DLO w ao 3 MAX. 1 �nmaawu�a 931/4" MAX. DLO TO AD1=7nIn RECTANGLE MAX. SIZE = 48" X 96" MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. NOTE: ® OR MAX. AREA = 32.00 SQ. FT.2f FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. ' war: ow f+� n.eem. a ,0707ECHNDL0cYDRNB . INTEGRAL FIN ELEVATIONS jf t� TEpz X M4A17 B ADD FRAME O.D. D/MR61ONSANDUPDAANCHMM NOTE NOKOMIS, FL M27S K n M/,sJD3 ,r NO CW WOE THIS SHEET P.O. sox �szs ALUMINUM PICTURE WINDOW, IMPACT RoboN L � PX NOKCMIf Fl.9CZ7a Visibly BeCoer °°""N°� �" a a. wft R. PE#39712 �< + ° " PW-701 NTS 4 * 12 42594 B swain F.X. 7/14W TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP -TO -TIP) GLASS TYPES: A. 7116' LAMINATED GLASS. (3116"A, .090, 3/16HS) FTL3835 B. 7/16" LAMINATED GLASS (3116"HS, .090, 3/16HS) FTL-3835 C. 1 1116" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) FTL-3850 D. 1 1/16" LAMI I.G., 3/16HS, 7116" SPACE, 7/16" LAM[ (3/16HS, .090, 3/16" HS) FTL-3850 WINDOW GLASS WINDOW "Y" DIMENSION "X' DIM. TYPE 28.6W 34.000 39.500 45.000 46.500 48.000 49.000 A,B,C,D +80.0 1 -80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 9.70 SQ.FT. 11.57 SQ.FT. 13.44 SO. FT 15.31 SQ.FT 15.82 SQ.FT. 16.33 SQ.FT. 54.500 A,B,C,D +80.0 80.0 +80.0 1 -80.0 +86.0 80.0 +80.0 70.0 +80.0 1 -80.0 +80.0 -80.0 AREA1 10.79 SQ.FT. 12.87 SO. FT. 14.95 SQ,FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. 60.000 A.B.C.D +80.0 -80.0 +80.0 -60.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 65.500 A,B,C,D +80.0 1 -B0.0 +B0.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 AREA 12.96 SQ,FT. 15.47 SQ.FT. 17.97 SQ.FT. 20.47 SQ.FT. 21.15 SO. FT. 21.83 SQ.FT. 71.000 A,B,C,D +80.0 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 -80.0 AREA 14.05 SQ.FT 16.76 SQ.FT. 19.48 SQ.FT. 22.19 SQ.FT. 22.93 SQ.FT. 23.67 SQ.FT. A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 79.3 +78.0 1 78.0 +76.8 -76.8 76.600 B,C,D +80.0 .80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 80.0 +80.0 -80.0 AREA 15.14 SQ,FT. 18.06 SQ.FT. 20.98 SQ.FT. 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SQ.FT, A +80.0 1 -80.0 +80.0 -80.0 +60.0 .80.0 +74.5 -74.5 +73.1 73.1 +71.8 71.8 82.000 B,C D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 16.23 SQ.FT. 19.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. 27.33 SQ.FT. A +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +67.0 -67.0 87.500 C +80.0 -80.0 +80.0 -80.0. +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 B, D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 17.32 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT. -28.26 SQ.FT. 29.17 SQ.FT. A +80.0 80.0 +80.0 �0.0 -74.0 +65.5 65.5 +63.9 63.9 +62.4 -62.4 93.000 C +80.0 -80.0 +80.0 -80.0 +60.0 -80.0 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 B, D +80.0 -80.0 +80.0 -80.0 E+74.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 18.41 SQ.FT. 21.96 SQ.FT. 25.51 SQ.FT. 29.06 SQ.FT. 30.03 SQ.FT. 31.00 SQ.FT. A +80.0 -80.0 +80.0 1 -80.0 1 +71.9 41.9 +63.0 -63.0 +61.5 -61.5 +60.0 -60.0 96.000 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 .69.5 +67.8 -67.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 1 40.0 +80.0 -80.0 +80.0 -80.0 APPAI 19-00 SOFT. 1 22.67 SQ.FT. 1 26.33 SQ.FT. 1 30.00 SQ.FT. 1 31.00 SQ.FT 32.00 SQ.FT. NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST i / RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. /////-/,v////// 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. Y I /[ rm„aer orr 10707ECHNotOGYDANE� NOKOMIS, FL34278 P.O. BOX f6T9 NOKOW , FL 34274 FLANGED UNIT DESIGN PRESSURES 7 t ALUMINUM PICTURE WINDOW, IMPACT e.+.mm a� sn,.c /a.; %!G' / Rob.1L Clark P.E. PE 939712 shuchiral r• F.K. oe 4=7 8 UPDATE DESIGNPRESSURESPERASTMEl300-02ANDNOTEs. C(.EAN UP TABLE 1 DE AND HEADNIGS. F.K: r 12114W CHANGE NOTE i ANCHORING Wriww,2 SCREWS " er 0d. `""°i0B °ai., Visibly Better Pw7af NTS 5 a 12 4259.4 B F.K 7/14A73 ABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16"A, .090, 3/16HS) FTL-3835 B. 7116, LAMINATED GLASS (3/16"HS, .090, 3/16HS) FiL-3835 C. 1 1116" LAMI I.G., 3116HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3116" HS) FTL-3850 D. 1 1/16" LAMI I.G., 3/16HS, 7116" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) FTL3850 IINDOW GLASS WINDOW "Y" DIMENSION ")v DIM. TYPE 28.500 34.000 39.600 45.000 46.5D0 48,000 49.0D0 A,B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 30.0 +80.0 -80.0 760.0 -80.0 +80.0 -80.0 AREA 9.70 SQ.FT. 11.57 SO. FT. 13.44 SQ.FT. 15,31 SQ.FT. 15.82 SQ.FT, 16.33 SQ.FT. 54.600 1 A,B,C,D +80.0 1 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 -60.0 +80.0 1 -80.0 AREA ' 10.79 SQ.FT. 12.87 SQ.FT. 14.95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SO. FT. 60.000.1 A,B,C,D +80.0 -80.0 +80.0 80.07 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 -80.0 AREA 11.88 SQ.FT. 14.17 SQ.FT. 16.46 SQ.FT. 18.75 SQ.FT 19.38 SQ.FT. 20.00 SQ.FT. BD 65,500 A,,C, +80.0 -80.0 +80.0 -80.0 +80,0 -W-0 +80.0 80.0 +80.0 -80.0 +80.0 3 0.0 AREA 12.95 SQ.FT. 15.47 SQ.FT. 17.97 SO. FT. 20.47 SQ.FT. 21.15 SQ.FT. 21.83 SQ.FT. 71.000 A,B,C,D +80.0 1 -80.0 +80.0 -80.0 +60.0 1 -80.0 +80.0 .80.0 +80.0 -80.0 +80.0 1 .80.0 AREA 14.05 SQ.FT. 16.76 SQ.FT. 19.48 SQ.FT. 22.19 SQ.FT. 22.93 SQ.FT. 23.67 SQ.FT. 76.500 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 -79.3 +78.0 -78.0 +76.8 -76.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -8O.D +80.0 -80.0 AREA 15.14 SQ.FT. 18.06 SQ.FT. 20.98 SQ.FT. 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SQ.FT. A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.5 -74.5 +73.1 -73.1 +71.8 71.8 82.000 B C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.6 +80.0 1 .80.0 +80.0 -BD.D AREA 16.23 SQ.Ff. 19.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. 27.33 SQ.FT. A +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +67.0 -67.0 87.5W C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 79.1 +77.3 77.3 +75.8 -75.8 B,D +80.0 -80.0 +B0.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 1 +80.0 -80.0 AREA 17.32 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT. 28.26 Q,FT. 29.17 SQ.FT vuo r�emp='vDucT **0 93.000 A +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +65.5 1 -65.5 +63.9 .63.9 +62.4 .62.4 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 B,D +80.0 80.0 +80.0 80.0 +80.0 -80.0 +80.0 -80.0 .+80.0 -80.0 +80.0 -80.0 AREA 18.41 SQ.FT 21.96 SQ.FT. 25.51 SQ.FT. 29.06 SQ.FT. 30.03 SQ.FT. 31.00 SQ.FT. teootpbLcwllrlYVAdft _ rna■t +80.0 -80.0 +80.0 -80.0 +71.9 -71.9 +63.0 -63.0 +61.5 -61.5 +60.0 -60.0 96.000 EB, +8D.0 80.0 +80.D -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 D 1 +80.0 -80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREAJ 19.00 SQ.FT. 22.67 SQ.FT. .26.33 SQ.FT. 30.00 SQ.FT. 31.00 SQ.FT. 32.00 SQ.FT. NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2.OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE FRAME, SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. wswer. ow R..+"..I +oso TEGwaocrOR;W NOXOMIS,A.81276 BOX 199 NO P.O..OMIS, FL 34274 IN�GRAL FIN UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT s"M`� �" °'"" �°"' � L/1", l Robed L Clack, P.E. PE ACi9714 Swmaal RIC 4MM7 8 UPDATE DESIGN PRESSUPESPERAS71W E f3W-02AND NOTES CLEANUPT/iBLE20ESCRIPAONANOHEADINGS RIC 12/15N3 A CHANGE NOTE f ANCHORING WRH8/2 SCREWS o-or. ease. _ _ . _ _ a.�er Dm: Visibly Better PW-701 NTS 6 d i2 4259 4 B i F_ 2.784" OUTSIDE 17 18 21 22 MAX. DAYLIGHT OPENING — MAX. WINDOW WIDTH ol HORIZONTAL SECTION (FLANGE FRAnA9:1 ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (FLANGE FRAME) T_ j-- 2.784" 11 MAX. WINDOW 17 HEIGHT 18 ALONG ENTIRE 21 JOINT KEYED CORNER ASS'Y 'LANGE FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) NOKOMIS, PL 34275 P.O. BOX l529 NOXOMIS a 3C74 DAYLIGHT OPENING INSIDE VERTICAL SECTION (FLANGE FRAME) & CORNER ASS'Y. FLANGED ALUMINUM PICTURE WINDOW, IMPAC Pw7o: HAL 7 d 12 42594 MDUCTUVIM aavnpwnswmWen " suw:cok ampr,*=M - a.�e � h.d�a omtrot pit L. Clark, P.E. PE#38712 structural 2.784" MAX. WINDOW WIDTH — (INTEGRAL FIN FRAME) v p v SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) kALONG ENTIRE JOINT MAX. DAYLIGHT OPENING 2.784" MODUCTREVNED Z=CieEwkh She Fbrib VERTICAL SECTION WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) (INTEGRAL FIN FRAME) ,MrRnlom 10707ECMVOWOYMZIW SECTIONS INTEGRAL FIN � d, 414107 B NO C94WE THISSBEET mwom n um 'we luresn ` No MANGE THrssrEr P.O. eaxrsxs ALUMINUM PICTURE WINDOW, IMPACT L c Inc RE.K NOKOMIA FL SM vailb Beaer e.*rw`r °'t a'" °N' PEM12 7114W rm mr HAL 8 d i2 42594 B sm m w TEM DWG NO. PART # DESCRIPTION 1 4256A 64256 INTEGRAL FIN FRAME HEAD, SILL & JAMB 2 4253 64253 FLANGED FRAME HEAD, SILL & JAMB 7 1155 781 PQX #8 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE-MOREHEAD SM5504 ACRYL-R NARROW JOINT 8 SEALANT OR EQUAL 10- 4255 — — 64255 7/16 LAMI GLASS BEAD 11 4254 64254 1 1/16 LAMI I.G. GLASS BEAD 12 1224 6TP247 VINYL BULB WEATHERSTRIP (THICK) 13 4224 INSTALLATION FASTENER COVER 14 DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, 5 BLACK - 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT 17 BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3116" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3116" HEAT STRENGTHENED OUTBOARD - 7116" AIRSPACE - 3/16" ANNEALED - .090 18 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3116" HEAT STRENGTHENED 20 4262 64262 ARCHITECTURAL CORNER KEY 7116" LAMI GLASS. 311W HEAT STRENGTHENED - .090 21 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3116" HEAT 22 STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT I+ -970" —1 .050" .975" ITEM 10, 7/16 LAMI GLASS BEAD MAIL: 6063-T5 DWG NO.4255 -1 .346" 975" .05D" ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MAIL: 6063-T5 DWG NO.4254 KOKOM6$ FL3M5 P.O. BOX 1529 NOKOMA FL 3a74 2.784" F-1 _. !-L, r- f-lC�l-1 2.500" .062" -� t-- ITEM 1, INTEGRAL FIN FRAME MAIL: 6063-T5 DWG NO.4256A 1.875" I-- .062" 2.784" . ITEM 2, FLANGED. FRAME MATL: 6063-T5 DWG NO.4253 & PARTS ALUMINUM PICTURE WINDOW, IMPAC 9"wuwePw-7Bf HAL9 s 12 ——o'wm 9 4259-4 a�.E. PE #39712 strudurei .131" DIA. MIN. x 21/2" NAIL, AT CORNERS AND 5" O.C. - WOOD BUCK OR FRAMING J INTEGRAL FIN DETAIL A WOOD ANCHOR (SEE NOTE 2) 1/4" MAX. SHIM .Lr 1 3/8"MIN. C ®EMBEDMENT o CONCRETE ANCHOR (SEE NOTE 1) 1/4" MAX. SHIM 'A` SEE NOTE 1 FOR EMBEDMENT ® 3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) 1/4" MAX. SHIM 1 3/F ®EMBE INTEGRAL FIN DETAIL B L 2x WOOD BUCK (SEE NOTE 3) SEE NOTE 1 FOR :•- ® EMBEDMENT% - ; : a FLANGED DETAIL C CONCRETEANCHOR (SEE NOTE 1) 1/4" MAX. T� SHIM i Ix WOOD BUCK r' (SEE NOTE 3) L 3.5 KSI MIN. CONCRETE FLANGED DETAIL E OR 1.5 KSl MIN. CMU NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 114" ELCO TAPCONS, EMBEDED 1 3/8" MIN., 5116" ELCO TAPCONS EMBEDDED 13/4" MIN. OR 1/4" SS4 CRETE-FLEX EMBEDDED 1 314" MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4" MIN. 2, FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 OR #14 STEEL SCREWS (G5) OR 1/4" SS4 CRETE-FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAYBE USED. - 4/4N7 'IYOKM OLOGYDRIYE ANCHORAGE -HEAD, SILL AND JAMBS Norcohns,PL3427c � P.o.eoxrsza ALUMINUM PICTURE WINDOW, IMPACT NOKOMIS, FL 34274 Vbibly Better s.�.wa`e 41v PW-7or NTS 10 > 12 4259-4 WOOD ANCHOR (SEE NOTE 2) 1/4" MAX. SHIM T r'2xWOODBUCK (SEE NOTE 3) NO09 Rand co.1i"r R L dark P.E. PE #39712 swcwrai 1 � .pp } 1 N ' Z m O !` m N S O .0O� O m ,� y z Co m0 n � m X r z m z m O ; O 1 T QO T `2 n � CH , Z y >; . C C) `z p �p m m y Z Z Z v v Om m �m O y roc m Z C m ;0 n _ O z? c1�� .�-t Z 0 m m � w y m Om mr A z g ro J my coo. m 2 AZ O Z C n 0 z p n Smm n ~rti a_ m m 3GO z rj, N z Z O to 0 0 z O -rC v m T� K z Z Z Q7 O W O V N N T + O A m O O O C_� O i� O i� O c� O i� O i� O p p O O p ANCH TYPE 12 11 518 12 5/8 1111/16 10 314 11 13116 10 3/4 12 10 5/8 12 3/8 -+ i+ m 7 V2 7 112 7 112 7 1/2 7 112 7 1/2 7 1/2 7 112 7 1/2 7 112 12 11 5/8 12518 1111116 10 3/4 li131% 10314 12 10518 12318 XNo ;. z 10 10 10 10 10 10 10 10 10 10 12 11 5/8 12 5/8 1111/16 10 3/4 11 13116 10 314 12 10 518 12 318 x iv o a 12 1/Z 12 1/2 12 1/2 12 1/2 12 1/2 12 112 12 112 12 112 12 112 12 112 C 12 11 5/8 125/8 1111116 10314 1113116 10314 12 10518 12 3/8 XivNm -. 8 114 8 1/4 8 114 8 114 8 114 8 1/4 8 1/4 8 114 6 114 8 114 12 11 518 12518 1111/16 10314 1113116 10 3/4 12 10 5/8 12318 x''w 10 1/2 10 1/8 11013116 1111/16 10 314 11 13/16 10 314 12 10 5/8 12 318 X o a • 11 11 11 11 11 11 11 11 11 11 � 12 11 518 12518 1111/16 10 3/4 1113/16 10314 12 10518 12318 xro 11 11 11 11 11 11 11 11 11 11 � 10 112 11 518 1013H6 1111/16 10 314 11 13116 10 3/4 12 10 V8 12 318 x 11 11 11 11 11 11 11 11 11 11 � 9 318 9 9 7/16 10 9 114 9 7/8 10 3/4 12 10 5/8 12 3/8 x � ro m N N a 93/16 93/16 93/16 93/16 93116 93116 93/16 93116 93116 93116 C c ?n. �H rQ kN a 11 e 12 11 5/8 12 518 11 ll/16 10 3/4 11 13/16 10 3/4 12 10 5/8 12 3/8 x 93/16 93116 93/16 93118 93116 93116 93118 93116 93/16 93116 :t 10 1/2 10 118 1013116 10 10 314 9 7/8 10 3/4 12 10 5/8 12 318 x 9 3116 9 3/16 9 3116 9 3/16 9 3/16 9 3116 9 3/16 9 3/16 9 3/16 9 3/16 t 8 7/16 9 8 7/16 6 3/4 9 1l4 9 718 815/16 9 5/8 10 5/8 12 3/8 x, ro A 11 11 11 11 11 11 11 11 11 11 a g� i 10 1/2 11 518 1013/16 1111116 10 314 11 13/16 10 314 12 10 5/8 12 3/8 x 11 11 11 11 11 11 11 11 11 11 -C 9 3/8 9 8.7l16 10 9 1/4 9 718 10 314 9 518 10 518 12 318 x 11 11 11 11 11 11 11 11 11 11 8 7116 8 1/8 8 7/16 6 3/4 9 1/4 9 7/8 8 15/i6 9 6/8 10 518 12 318 X ro a A 11 1/2 11 112 11 112 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 10 1/2 11 5/8 11013/16 11 il/161 10 314 1113118 10 314 12 10 5/8 12 318 x 3 Z C -0 y (j m : O 11 1/2 11 1/2 1 11 112 11 112 Ili 112 11 V2 111 1/2 11 112 11 112 11 1/2 < 8 7/16 9 19 7116 8 3/4 9 1/4 9 7/8 10 314 9 5/8 10 6/8 112 3/8 x 11 1/2 11 112 1 11 1/2 11 1/2 11 1/2 11 112 11 1/2 11 1/2 11 1/2 11 1/2 8 7/16 8 118 8 7116 8 314 9 1/4 8 7/16 8 15/16 9 5/8 10 6/8 12 3/8 x m c a y y 12 12 12 12 12 12 12 12 12 12 < 10112 10 1/8 1013116 1111116 10 3/4 11.13116 10314 12 10616 12318 12 12 1212 12 12 12 12 12 12 < 8 7/16 9 8 7/16 B 3/4 9 1/4 9 718 10 3/4 9 6/8 10 5/8 12 3/8 x 12 12 12 12 12 12 12 12 12 12 4 0 a C nC: d Om X o m v a� �o cn 031 tTA WN, ! # # o r;MMACD tntn0 0oo.y�� N\ n0O m f Op) � n = 0 m 0 N 0 O zm y �� y TO z 3 mTO p m o z 08 Z y �$ c n s p Z mN y D L� Z o 0 c1 -i m m y z -0i p 2 0 0 m 2 X c o0 C m .,.� zv m JO � D mm A ti v O �_ X� z 3 is n OA O021Cn n= 0 0 0 m 0 T? �.g w Zm m m - -4 ZZ Ow 0 r. a Z mT 0 �� z- Z cA G G o m p i0 O z Z m N �4 ANCHOR TYPE m ? 0 p m�S1 Z e 0 m 9 0 j m z m m � m W 'mJ 0 0 � 0 0 O p O p 0 o 0 0 O O 12 11 5/8 12 618 11 11/16 10 3/4 11 13/16 10 3/4 12 10 5fe 12 3/8 x i. N Ov 3 z Z m 7 1/2 7 112 7 1/2 7 1/2 7 1/2 7 1!2 7 1!2 7 1/2 7 1/2 7 1/2 �, 12 11 5!8 12 5/6 11 11/16 10 3/4 11 13/16 10 314 12' 10 b/e 12 3/8 >c w ro A x 10 10 10 10 10 10 10 10 10 10 -C o 9 318 10' 1/8 9 716 10 10 314 9 718 10 314 9 5/8 10 5/8 12 3/8 x m 6 1/2 6 1/2 6 112 6 112 6 112 6 1/2 6 1/2 6 1'12 6 112 6 112 C 12 11 5/8 12 5/8 11 11116 10 3/4 11 13116 10 314 12 10 5/8 12 318 "' 12 1/2 12 1/2 12 1/2 12 1/2 12 1/2 12 1/2 112 1!2 12 1/2 112 112 12 1/2 8 7/16 9 8 7/16 8 314 9 1/4 8 7116 .815/18 9 518 i0 5/8 9 1/4 x w 8 114 8 1/4 8 114 8 114 8 114 8 1/4 8 1/4 8 1/4 8 114 8 1/4 12 11 5/8 12 5/8 11 11/16 10 3/4 1113116 10 3/4 12 10 5/8 12 318 x ? P 8 114 8 114 8 1/4 8 114 8 1/4 8 1/4 8 1/4 8 1/4 8 114 8 1/4 � 8 7/18 8 1/8 8 7/16 8 3/4 8 1/16 8 7l16 8 15/16 9 5/6 8 112 9 1/4 X w c 9 9 9 9 9 9 9 9 9 9 j 12 11 518 12 516 1111116 10 314 11 13/16 10 3/4 12 10 5/8 12 3/8 x "' 9 9 9 9 9 9 9 9 9 9 - 7 11/16 7 3/8 7 9/16 7 13/16 8 1116 8 7116 711116 8 8 112 9 1/4 x 15�11' o a 11 11 11 11 11 11 11 11 11 11 10 1/2 11 6/8 10 13/16 11 11/16 10 314 11 13116 10 3/4 12 10 5/8 12 3/8 x 12 11 516 12 51E 11 11l16 10 3/4 11 13/18 10 314 12 10 5/8 12 3/8 x 11 11 11 11 11 11 11 11 11 11 j 6 112 6 3/4 6 7/8 7 7 3116 7 318 711/16 8 8 1/2 7 7116 x s T 9 3116 9 3/16 9 3116 9 3116 9 3116 9 3116 9 3116 9 3116 9 3116 9 3/16 10 112 10 118 1013116 10 10 3/4 9 7/e 10 3/4 12 10 5!8 12 3/8 x 93/16 93116 93116 93/16 93116 93116 93/16 93116 93/16 93116 m 12 11 518 12 518 11 illi6i 10 314 11 13/16 10 3/4 12 110 5/8 12 3/8 x 93/16 93116 93/16 93/16 93116 93/16 193/16 93116 93116 1 93116 6 6 1/4 16 5116 6 3/8 6 112 6 9116 611116 6 718 7 118 7 7116 x w A 4 - 01�i N C n r'n O O y m h 2 h 1yyAj1 m ca C co Rl 8 1/4 8 114 1 8 1/4 8 114 8 1/4 8 1/4 8 1/4 8 114 8 114 8 1/4 C 9 3/8 9 9 7116 10 9 114 9 7/8 10 3/4 9 5/8 10 518 12 3/8 x 11 11 11 11 1i 11 11 11 11 11 t 12 11 518 12518 1111/16 10314 1113116 10 3/4 12 110518 12 3/8 x 11 11 11 11 11 11 i1 11 11 11 6 513/16 6 5116 6 318 1 6 112 6 9/16 611/16 6 718 7 118 7 7/16 x w �: 8 5/8 8 5/8 8 518 8 5/8 1 8 518 8 5/8 8 5/8 8 5/8 8 5/8 8 5/8 87/16 9 97/16 8314 9114 97/8 10314 9518 10 5/8 12318 11 112 11 1/2 ill 1/2 11 1/2 11 1/2 11 1/2 111 1/2 11 1/2 11 1/2 11 1/2 < 12 11 518 112 5/8 11 11/16 10 3/4 11 13116 10 3/4 12 10 5/8 12 318 x B 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 11 112 11 112 11 112 -C 5 518 513/16 513/16 5 718 6 112 6 9116 611/18V71/4 7 7/16 >t w o 7 114 7 114 7 1/4 7 1/4 7 1/4 7 1/4 7 1/470114 7 1/4 < 87116 9 87/16 8314 9114 9718 10314 123/8i 1212 12 12 12 12 12 12 t 12 11 518 12 5/8 1111/16 10 314 1113116 10 3/4 12 3/812 12 12 12 12 12 12 12 - v �� HEg -t!k0 Mr rMM;U r oOrr:� 0�'��oCIJ � 00 Florida Building Code Online Page 1 of 1 t . i' }k. I. G € BCIS Home Log In User Registration ; Hot Topics Submit Surcharge Stats & Facts Publications ` FBC Staff BCIS Site Map i Links ; Search Product Approval /L!//'�� $J USER: Public User i / LL t 7 Product ADDrOyal Menu > Product or ADDlication Search > Application List Criteria Code Version 2007 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL FL# 8248 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL _................... ................. ................................ .................. _... .._._.......................... -.......... _......................... .................... __............ _................ ...................... _...................................................................... .......................... ....... _..... :Search Results - Applications FL# Tvae Manufacturer IValidated By Status FL8248-116 Revision Wayne -Dalton, a division of Overhead Door Corporation Dole J. Kelley Approved (904) 396-5885 tl Category: Exterior Doors Subcategory: Sectional Exterior Door Assemblies *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. ..............................................................................---..__.............................................__................................_._...-..............................................................................................._..............................._..._....._..-- ............. ----.....1 Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 467-1824, Fax (850) 414-8436 p 2000-2010 The State of Florida. All rights reserved. Privacy Statement I S9D rl Se_rng t I Accessibility StaLenjent I Plug-in Software I Customer Service Survey. I nta Us Product Approval Accepts: http://floridabuilding.org/pr/pr�_appjst.aspx 2/21/2011 Florida Building Code Online Page 1 of 5 771 119 "it ij # BCIS Home Log In User Registration Hot Topics i Submit Surcharge Stats & Facts Publications ' FBC Staff BCIS Site Map Links Search ; ' ?Product Approval _ :USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail ~� FL # FL8248-R6 Application Type Revision k Code Version 2007 =w Application Status Approved .0 Ji Comments Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 (850)475-6000 gtaylor@Wayne-Dalton.com Authorized Signature Greg Taylor gtaylor@Wayne-Dalton.com Technical Representative Greg Taylor Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 (850)474-9890 gtaylor@wayne-dalton.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Jeffrey P. Arneson developed the Evaluation Report Florida License PE-58544 Quality Assurance Entity Intertek Testing Services NA Inc. - ETL/Warnock Hersey Quality Assurance Contract Expiration Date 03/06/2020 Validated By Dole J. Kelley Validation Checklist - Hardcopy Received Certificate of Independence FL8248 R6 COI Cert Ind.pdf Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA-108 2002 ANSI/DASMA-115 2005 TAS-201 1994 TAS-202 1994 TAS-203 1994 http://floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEV XQwtDquj meb 8 GbxRy W G4a... 2/21 /2011 Florida Building Code Online Page 2 of 5 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 02/12/2010 04/29/2010 07/11/2010 08/10/2010 ..............---- .......................................................... ............... ....... ..................... ........................ ................................................. .... ....................._....................... ................................... .................... ........ ......... ......................................................... ........................................, 'Summary of Products FL IlModel, Number or Name IlDescription 8248.1 8000/8100 #1101 9' Max width. 14' Max height. Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R6 II 1101 P3.pdf Approved for use outside HVHZ: Yes FL8248 R6 II 307494 P8 Track Supplement Chart.pdf FL8248 R6 II Jamb Connection Supplement P8.pdf Impact Resistant: No Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Design Pressure: +22.90/-26.30 Other: Glazing is not Impact resistant and does not Created by Independent Third Party: Yes meet the requirements for wind-borne debris regions. Evaluation Reports FL8248 R6 AE FL8248 Evaluation Report - 8000- 8100.pdf Created by Independent Third Party: Yes 8248.2 8000/8100 #1102 jjF9T Max width. 14' Max height. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R6 II 1102 P3.pdf Approved for use outside HVHZ: Yes FL8248 R6 II 307494 P8 Track Supplement Chart.pdf s FL8248 R6 II Jamb Connection Supplement PS.pdf Impact Resistant: No Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Design.Pressure: +26.90/-30.80 Other: Glazing is not impact resistant and does not Created by Independent Third Party: Yes meet the requirements for wind-borne debris regions. Evaluation Reports FL8248 R6 AE FL8248 Evaluation Report - 8000- 8100.pdf Created by Independent Third Party: Yes 8248.3 8000/8100 #1103 9' Max width. 14' Max height. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL8248 R6 II 1103 P3.pdf FL8248 R6 II 307494 P8 Track Supplement Chart.pdf FL8248 R6 11 Jamb Connection Supplement P8.pdf Impact Resistant: No Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Design Pressure: +35.70/-41.00 Other: Glazing is not impact resistant and does not Created by Independent Third Party: Yes meet the requirements for wind-borne debris regions. Evaluation Reports FL8248 R6 AE FL8248 Evaluation Report - 8000- 8100.pdf Created by Independent Third Party: Yes 8248.4 8000/8100 #1104 9' Max width. 14' Max height. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R6 II 1104 P3.pdf Approved for use outside HVHZ: Yes FL8248 R6 II 307494 P8 Track Supplement Chart.pdf FL8248 R6 II Jamb Connection Supplement P8.pdf Impact Resistant: Yes Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Design Pressure: +46.00/-52.00 Other: Created by Independent Third Party: Yes Evaluation Reports FL8248 R6 AE FL8248 Evaluation Report - 8000- 8100.pdf Created by Independent Third Party: Yes 8248.5 8000/8100 #1121 16' Max width. 14' Max height. Glazing available in top or I intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R6 II 1121 P3.pdf http://floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDqujmeb8GbxRvWG4a... 2/21/2011 Florida Building Code Online Page 3 of 5 Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Glazing is not Impact resistant and does not FL8248 R6 II 307494 P8 Track Supplement Chart.pdf FL8248 R6 11 Jamb Connection Supplement P8.pdf Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Created by Independent Third Party: Yes meet the requirements for wind-borne debris regions. Evaluation Reports FL8248 R6 AE FL8248 Evaluation Report - 8000- 8 ].00, pdf Created by Independent Third Party: Yes 8248.6 =ff618100 #1122 16' Max width. 14' Max height. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +23.00/-25.00 FL8248 R6 II 1122 P3.pdf FL8248 R6 II 307494 P8 Track SUD lement Chart.pdf FL8248 R6 II Jamb Connection Supplement P8.pdf Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Other: Glazing is not impact resistant and does not Created by Independent Third Party: Yes meet the requirements for wind-borne debris regions. Evaluation Reports FL8248 R6 AE FL8248 Evaluation Report - 8000- 8100.pdf Created by Independent Third Party: Yes J. 8248.7 8000/8100 #1123 11[liW Max width. 14' Max height. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: FL8248 R6 II 1123 P3.pdf FL8248 R6 II 307494 P8 Track Supplement Chart.pdf FL8248 R6 II Jamb Connection Supplement P8.pdf Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Created by Independent Third Party: Yes Evaluation Reports FL8248 R6 AE FL8248 Evaluation Report - 8000- 81.00.pdf Created by Independent Third Party: Yes J. 8248.8 8000/8100 #1124 16' Max width. 14' Max height. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +34.40/--38.30 Other: FL8248 R6 II 1124 P3.pdf FL8248 R6 II 307494 P8 Track Supplement Chart pdf FL8248 R6 II Jamb Connection Supplement P8.pdf Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Created by Independent Third Party: Yes Evaluation Reports FL8248 R6 AE FL8248 Evaluation Report - 8000- 8100.pdf Created by Independent Third Party: Yes 8248.9 8000/8100 #1125 16' Max width. 14' Max height. Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +46.00/-52.00 Other: Installation Instructions FL8248 R6 II 11.25 P3.pdf FL8248 R6 11 307494 P8 Track Supplement Chart.pdf FL8248 R6 II Jamb Connection Supplement P8.pdf Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Created by Independent Third Party: Yes Evaluation Reports FL8248 R6 AE FL8248 Evaluation Report - 8000- 8100.pdf I Created by Independent Third Party: Yes 8248.10 8000/8100 #1141 18' Max width. 14' Max height. Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.50/-20.70 Other: Glazing is not impact resistant and does not Installation Instructions FL8248 R6 II 1141 P3.pdf FL8248 R6 II 307494 P8 Track Supplement Chart.pdf FL8248 R6 II Jamb Connection Supplement P8.pdf Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Created by Independent Third Party: Yes meet the requirements for wind-borne debris regions. Evaluation Reports FL8248 R6 AE FL8248 Evaluation Report - 8000- 8100.pdf Created by Independent Third Party: Yes 8248.11 8000/8100 #1142 18' Max width. 14' Max height. Glazing available in top or intermediate section. mits of UseInstallation pproved for use in HVHZ: No �Approvedfor use outside HVHZ: Yes Instructions FL8248 R6 II 1142 P3.pd FL8248 R6 II 307494 P8 Track Supplement Chart.pdf http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqujmeb8GbxRyWG4a... 2/21 /2011 Florida Building Code Online Page 4 of 5 Impact Resistant: Yes FL8248 R6 II Jamb Connection Supplement P8.pdf Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Created by Independent Third Party: Yes Design Pressure: +34.40/-38.30 Other: Evaluation Reports FL8248 R6 AE FL8248 Evaluation Report - 8000- 8100.pdf Created by Independent Third Party: Yes ` 8248.12 8000/8100 #1143 �F18' Max width. 8' Max height. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R6 II 1143 P3.pdf Approved for use outside HVHZ: Yes FL8248 R6 II 312957 P6 8000-8024-8100-8124 Post.pdf Impact Resistant: Yes Design Pressure: +34.40/-38.30 FL8248 R6 II Jamb Connection Supplement P8.pdf Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Other: Created by Independent Third Party: Yes Evaluation Reports FL8248 R6 AE FL8248 Evaluation Report - 8000- 8100.pdf: Created by Independent Third Party: Yes 8248.13 8000/8100 #1144 18' Max width.-8' Max height. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R6 II 1144 P3.pdf Approved for use outside HVHZ: Yes FL8248 R6 II 312957 P6 8000-8024-8100-8124 Post.pdf Impact Resistant: Yes Design Pressure: +46.00/-52.00 FL8248 R6 II Jamb Connection Supplement PS.pdf Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Other: Created by Independent Third Party: Yes Evaluation Reports FL8248 R6 AE FL8248 Evaluation Report - 8000- 8100.pdf Created by Independent Third Party: Yes 8248.14 8000/8100/8200 #1100 9' Max width. 14' Max height. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R6 II 1100 P3.pdf Approved for use outside HVHZ: Yes FL8248 R6 II 307494 P8 Track Supplement Chart.pdf FL8248 R6 II Jamb Connection Supplement P8.pdf Impact Resistant: No Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Design Pressure: +15.90/-18.20 Other: Glazing is not impact resistant and does not Created by Independent Third Party: Yes meet the requirements for wind-borne debris regions. Evaluation Reports FL8248 R6 AE FL8248 Evaluation Report - 8000- 8100.pdf Created by Independent Third Party: Yes 8248.15 8000/8100/8200 #1120 16' Max width. 14' Max height. Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Installation Instructions FL8248 R6 II 1120 P3.pdf Approved for use outside HVHZ: Yes FL8248 R6 II 307494 P8 Track Supplement Chart.pdf FL8248 R6 II Jamb Connection Supplement P8.pdf Impact Resistant: No Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Design Pressure: +12.40/-13.80 Other: Glazing is not impact resistant and does not Created by Independent Third Party: Yes meet the requirements for wind-borne debris regions. Evaluation Reports FL8248 R6 AE FL8248 Evaluation Report - 8000- 8100.pdf Created by Independent Third Party: Yes 8248.16 8000/8100/8200 #1140 18' Max width. 14' Max height. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R6 II 1140 P2.pdf Approved for use outside HVHZ: Yes FL8248 R6 II 307494 P8 Track Supplement Chart.pdf FL8248 R6 II Jamb Connection Supplement P8.pdf Impact Resistant: No Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Design Pressure: +12.40/-13.80 Other: Glazing is not impact resistant and does not Created by Independent Third Party: Yes meet the requirements for wind-borne debris regions. Evaluation Reports FL8248 R6 AE FL8248 Evaluation Report - 8000- 8 .pdf Created by Independent Third Party: Yeses � aek� — Nc:xP. http: //floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEV XQwtDquj meb 8 GbxRy W G4a... 2/21 /2011 Florida Building Code Online Page 5 of 5 Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 © 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Cop ry iaht Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: 0 5 Ciro IM �ccttttt+� trzvtgeaR. r pY http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqujmeb8GbxRyWG4a... 2/21 /2011 1. MPACT RESISTANT GLAZING OPTION— IMPACT 13 CA HORIZ ANGLE RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS). GLAZING SHALL 13 GA FLAG ANGLE BE 1/4" MAKROLON—AR POLYCARBONATE OR EQUAL. MAXIMUM GLAZING DIMENSIONS SHALL BE 18.56" x 12.26". SEE DETAIL A ON SHEET 2 16 GA MIN HORIZ FOR ASSEMBLY DETAILS. TRACK 2. NON —IMPACT REISTANT GLAZING OPTION — 5/16x1-5/8"� .090" MINIMUM SSB GLAZING IN MOLDED FRAMES LAG SCREW (MIN 4 SCREWED TOGETHER WITH A MINIMUM OF (10) AS SHOWN) d18x1" SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT (4) 1/4-20x9/16" LARGE DECORATIVE INSERTS) MEETS UNIFORM STATIC HEAD TRACK BOLTS OR WIND PRESSURES SHOWN ON THIS DRAWING. 1/4-20 STUDS WITH GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 1/4-20 HEX NUTS 10.69" AND A MAXIMUM LENGTH OF 16.94". 15 GA MIN VERT GLAZING IS NOT IMPACT RESISTANT AND DOES TRACK NOT MEET THE REQUIREMENTS FOR WIND—BORNE DEBRIS REGIONS. 1/4-20x9/16" TRACK 3. VINYL OR WOOD DOOR STOP NAILED A BOLT AND 1/4-20 HEX MAXIMUM OF 6" O.C. MUST OVERLAP TOP AND NUT AT EACH JB—US BOTH ENDS OF PANELS MINIMUM 7/16" TO MEET JAMB BRACKET LOCATION NEGATIVE PRESSURES. 4. KEY LOCK, SLIDE LOCK, OR OPERATOR 5/16x1-5/8" LAG REQUIRED. SCREW AT EACH JAMB BRACKET 5. LOUVER OPTION — .040" MINIMUM LOUVERS IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (10) #8x1" SCREWS INSTALLED IN THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET THE REQUIREMENTS FOR 1WND—BORNE DEBRIS / J REGIONS. 15 GA STIFFENED JAMB BRACKETS 6. SECTION STEEL TO HAVE A MINIMUM 26 GA SEE SCHELDULE FOR. THICKNESS. QUANITY, LOCATION, AND TYPE 7. THE DESIGN OF THE SUPPORTING STRUCTURAL KEY LOCK OR SLIDE ELEMENTS SHALL BE THE RESPONSIBILITY OF THE LOCK ONE END (NOT PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT REQUIRED WITH BUILDING CODES FOR THE LOADS LISTED ON THIS OPERATOR — SEE _ DRAWING. NOTE 4). SLIDE LOCK SHOWN FOR CLARITY 8. DOOR JAMB TO BE MINIMUM 2x6 STRUCTURAL GRADE LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE. NOTE, (4) SECTION SOL 9. FOR LOW HEAD ROOM UFT CONDITIONS, TOP DOOR SHOWN. SEE I SHEE- 2 FOR U—BAR LOCATIONS BRACKET SHALL BE A 13 GA LHR 7/4 TOP ON DOORS WITH OTHER BRACKET WITH A MINIMUM OF (3) 1/4-14x7/8" SECTION QUANTITIES AND SELF DRILLING CRIMPTITE SCREWS IN LIEU OF THE SEE NOTES 1 AND 2 THIS BRACKET SHOWN ON THIS DRAWING. U—BAR ON SHEET FOR GLAZING TOP SECTION SHALL BE INSTALLED ON TOP OF OPTIONS. LHR TOP BRACKETS. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE DOOR WIDTH DOOR HEIGHT UNIFORM LOAD EACH JAMB (PLF) 8'-0" ALL +184.0/-208.0 ALL +207.0/-234.0 13 GA ROLLER SLIDE ATTACHED TO BRACKET 1WTH 5/16-18 BOLT & NUT _ REVISIONS Pi MODIFIED NOTES TO IN CENTER SLOT AND 1/4-20x9/16" STATE THAT LOUVERS TRACK BOLT & 1/4-20 HEX NUT ARE NOT IMPACT RESISTANT. INCREASED THROUGH ANY TWO ALIGNING HOLES DESIGN PRESSURE TO 13 CA COMMERCIAL 'A' FRAME +46.00/-52.00 PSF. TOP BRACKET ATTACHED WITH 20 GA CENTER STILE DOOR I CRT 6/29/07 (5) 1/4-140/8" SELF ' DRILLING CRIMPTITE SCREWS— P2 ADDED IMPACT RESISTANT GLAZING. ADDED DETAIL A SHEET " FOR GLAZING. ADDED M ADD (2) 1/4-14x7/8" GLAZING DIMENSION TO NOTES SHEET 1. ADDED SELF DRILLING CRIMPTITE SCREWS 1 TRACK TO F G (INSIDE OF EACH END HINGE) 16 GA END STILE \ CONEECTIONNOTE. m .0. GIRT 11/10/07 2" NYLON WINDLOAD ROLLER m P3 MODIFIED LOUVER WITH 4-1/2" STEM OPTION. ADDED TEXAS ® LICENSE NUMBER TO TITLE BLOCK. C CRT 9/19/08 14 GA WIDE BODY END m TINGE ATTACHED WITH :4) 1/4-145/8" SELF m TAPPING SCREWS ° m , 0 18 GA NARROW BODY INTERMEDIATE HINGE m , ATTACHED WITH (4) 1/4-14x5/8' SELF TAPPING SCREWS m m _ 14 GA BOTTOM BRACKET ATTACHED WITH (2) 1/4 CRIMPTITE 8" SELF DRIAND (1) ING CRIMPTITE SCREWS AND (1) 1/4-14x5/8" SELF DRILLING TAMPER RESISTANT SCREW_/ JAMB BRACKET SCHEDULE DOOR HEIGHT N0. OF SECTIONS NO. OF JAMB BRACKETS (EACH JAMB) LOCATION OF CENTERLINEOF JAMB BRACKETS MEASURED FROM BOTTOM OF TRACK (ALL DIMENSIONS t 2") 6'-6" 4 7 2 JB—US . 10 JB—US , 21-3 4 JB—US , 29-34 JB—US . 39 JB—US , 48 JB—US , 57-1 4 JB—US 7'-0" 4 7 2 JB—US , 10 JB—US , 21-3 4 J8—US , 29-3 4 JB—US , 42 JB—US , 52-1 2- (JB—US), 63-1 4 JB—US 7-6 5 8 2 JB—US . 10 JB—US . 18-3 4 JB—US , 26-3 4 JS—US . 36 JB—US . 45 J8—U5. 54-1 4 JB—US . 7h1 2 JB—US 8 —O 5 8 2 JB—US . 10 JB—US , 21— 4 J —US . 29— 4 JB—US . 9 JB—US . 48 JB—US , 57-1 2 JB—US , 75-1 2 JB—US 8 —0 SEE NOTE BELOW NOTE (JB—US) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16" TRACK BOLT AND NUT AS SHOWN ABOVE. ALL DOORS GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. MARK R. BARROW, PE FLORIDA LICENSE NO. 57389 TEXAS LICENSE NO. 93119 ways® Balton STATIC PRESSURE RATINGS I APPROVED SIZES SCALE: N.T.S. I SIZE: A DESIGN (PSF): +46.00/-52.00 MAX WIDTH: 9'-0" 1 1 DATE I NAME TEST (PSF): +69.00/-78.00 IMAX HEIGHT: 14'-0" IDRAWN 1 5/17/06 1 GRT IMPACT/CYCLIC RATED (YES/NO): YES I MAX SECTION HEIGHT. 21" CHE K DI 1/22/07 1 MRB MODELS 8000/8100 SHEET 1 OF 2 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 (850) 474-9890 WINDLOAD SPECIFICATION OPTION CODE 1104 DRAWING PART NO. 327013 REV. P3 u (16) A8x3/4" MIN STAINLESS SCREWS WITH / STANLESS BACKED RUBBER WASHERS -"• 1/8" BEAD GE ULTRAGLAZE I l SSG4000AC I l STRUCTURAL -Al A- no FACER STEEL NON-STRUCTURAL _j V/ DECORATIVE INNER WINDOW TRIM — /• DETAIL A MARK R. BARROW, PE FLORIDA LICENSE NO. 57389 TEXAS LICENSE NO. 93119 NON-STRUCTURAL DECORATIVE OUTER WINDOW TRIM 1/4" POLYCARBONATE 11% U (5) SECTION (7) 3" 20 GA 80 LOCATED (4) SECTION DOORS I (5) 3" 20 GA 80 KSI U-BAR LOCATED AS SHOWN ATTACH U-BARS WITH (2) 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREWS AT ALL STILE LOCATIONS, TYP. U-80 LOCA7/QVS (8) SECTION DOORS WITH (10) 3" 20 GA 80 KSI U-BARS LOCATED AS SHOWN 7) SECTION DOORS WITH (6) SECTION DOORS WITH (8) 3" 20 GA 80 KSI U-BARS LOCATED AS SHOWN DOORS WITH KSI U-BARS AS SHOWN TH S REVISIONS MODIFIED NOTES TO ATE THAT LOUVERS NOT IMPACT ;ISTANT. INCREASED ;IGN PRESSURE TO 5.00/-52.00 PSF. ADDED IMPACT ISTANT GLAZING. iED DETAIL A SHEET 2 GLAZING. ADDED MAX ZING DIMENSION TO ES SHEET 1. ADDED CK TO FLAG IEECTION NOTE. 11/10/07 MODIFIED LOUVER ION. ADDED TEXAS ENSE NUMBER TO LE BLOCK. 9/19/08 STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A way„® DESIGN (PSF): +46.00/-52.00 MAX WIDTH: 9'-O"I DATE I NAME TEST (PSF): +69.00/-78.00 IMAX HEIGHT: 14'-O" JORAWN 1 5/17/06 1 GIRT Balton IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21" CHECKED 1/22/07 MRB MODELS 8000/8100 SHEET 2 OF 2 3395 ADDISON DRIVE DRAWING PART NO. REV. PENSACOLA, FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 1104 (850) 474-9890 327013 P3 ( (9) 3" 20 GA 80 KSI U-BARS LOCATED AS SHOWN FACER STEEL NON-STRUCTURAL _j V/ DECORATIVE INNER WINDOW TRIM — /• DETAIL A MARK R. BARROW, PE FLORIDA LICENSE NO. 57389 TEXAS LICENSE NO. 93119 NON-STRUCTURAL DECORATIVE OUTER WINDOW TRIM 1/4" POLYCARBONATE 11% U (5) SECTION (7) 3" 20 GA 80 LOCATED (4) SECTION DOORS I (5) 3" 20 GA 80 KSI U-BAR LOCATED AS SHOWN ATTACH U-BARS WITH (2) 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREWS AT ALL STILE LOCATIONS, TYP. U-80 LOCA7/QVS (8) SECTION DOORS WITH (10) 3" 20 GA 80 KSI U-BARS LOCATED AS SHOWN 7) SECTION DOORS WITH (6) SECTION DOORS WITH (8) 3" 20 GA 80 KSI U-BARS LOCATED AS SHOWN DOORS WITH KSI U-BARS AS SHOWN TH S REVISIONS MODIFIED NOTES TO ATE THAT LOUVERS NOT IMPACT ;ISTANT. INCREASED ;IGN PRESSURE TO 5.00/-52.00 PSF. ADDED IMPACT ISTANT GLAZING. iED DETAIL A SHEET 2 GLAZING. ADDED MAX ZING DIMENSION TO ES SHEET 1. ADDED CK TO FLAG IEECTION NOTE. 11/10/07 MODIFIED LOUVER ION. ADDED TEXAS ENSE NUMBER TO LE BLOCK. 9/19/08 STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A way„® DESIGN (PSF): +46.00/-52.00 MAX WIDTH: 9'-O"I DATE I NAME TEST (PSF): +69.00/-78.00 IMAX HEIGHT: 14'-O" JORAWN 1 5/17/06 1 GIRT Balton IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21" CHECKED 1/22/07 MRB MODELS 8000/8100 SHEET 2 OF 2 3395 ADDISON DRIVE DRAWING PART NO. REV. PENSACOLA, FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 1104 (850) 474-9890 327013 P3 ( (9) 3" 20 GA 80 KSI U-BARS LOCATED AS SHOWN PLICE PLATE LOCATION o SEE SCHEDULE • A 14" MAX 12" MAX 12" MAX I I 12" \ / MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. MARK R. BARROW, PE FLORIDA LICENSE NO. 57389 CLIP DETAIL CLIP LOCATIONS SEE SCHEDULE TRACK 13 GA MIN CONTINUOL WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE (2) 1 /4" X 7/16 SEMI TUBULAR RIVITS - 11 GA MIN CLIP SEE SCHEDULE- 0.28" L 2 13 GA MIN CONTINUOUS WALL ANGLE (RACK ;3) 1 /4"-20 TRACK DR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CLIP BOLTING DETAIL TRACK (1) 1 /4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CLIP RIVETING DETAIL 11 GA MIN CLIP SEE SCHEDULE (1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK TYPICAL CLIP WELDING DETAIL 18'-0" +46.0 PSF/-52.0 PSF 16'-0" +46.0 PSF/-52.0 PSF wape Salton 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART PEN (850)A47FLRIDA 4 09890 32514 REVISIONS 2 INCH CK-CLIPS-TEXAS L ANGLE 12 FOOT IATED 6/11/03 UPDATED FORMAT. TEASED ALLOWABLE :SSURES TO 5.00/-52.00 PSF FOR DOOR WIDTHS. 1NGED "TEXAS WALL :LE" TO "CONTINUOUS 1 ANGLE". ADDED ISTRATE MOUNTING AIL, CHANGED TO N HD ANCHORS 4/2/07 CHANGED FORMAT. IED MODELS 9800 8024 WITH OVERLAY TRACK CUP IEDULE. 8/21/07 UPDATED MODELS fED IN CHARTS. )ATED SPLICE & CUP UPDATE MOUNTING AIL DRAWINGS. 10/05/07 UPDATED CHARTS TO IINATE THE USE OF 88 CUP (REPLACED 1 #9 ACROSS THE AD). 10/24/07 UPDATED STEEL 1NTING DETAIL 104/11/08 DA SHEET 1 OF 2 DRAWING PART NO. I REV. 307494 P8 2 3/4" f1" EDGE DIST 5/16" x 1-5/8" LAG SCREW OR EQUIVALENT INTO MIN 2 6 NO 2 E60XX MIN. 1 /8 2-24 1/8 2-24 MIN 3/16" THICK STEEL FOR MOUNTIN WALL ANGLE CLIP AND SPLICE PLATE SCHEDULE MODELS 8024 8124 WITH DECATRIM OVERLAY (2-1/2" THICK DOOR HEIGHPLATE CLIP #'S FROM BOTTOM TO TOP SPLICE # 7'-0" 7, 9, 9, 9, 9, 11 16 8'-0" 7, 9, 9, 9, 9, 11, 11 16 9'-O" 7, 9, 9, 9, 9, 11, 11, 11 18 10'-O" 7, 9, 9, 9, 9, 11, 11, 11, 13 18 11'-0,, 7, 9, 91 9, 9, 11, 11, 11, 13, 13 20 12'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13 20 13'-O" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22 14'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22 OPTIONAL: WALL ANGLE MAY BE ATTACHED TO SUPPORTING SPF (G=0.42) OR _ �TRACK CLIPS _ _ O.DE STEL WASHER WITH IAT E1ACH HOLExORBPAIR LOF HIOLE LLINGLOCATIONS SCREW ITH N _ _ 1 BETTER AT EACH 1/4-20x9/16" LIEU OF WELDING HOLE OR PAIR OF TRACK BOLT AND HOLE LOCATIONS 1/4-20 HEX NUT MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" MIN EDGE DIST e a a 4 4 a 4 "a 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE TRACK CLIP 1 /4-20x9/16" TRACK BOLT AND 1/4-20 HEX NUT CONCRETE MOUNTING DETAIL MODELS 5200 8000 8024 8100 8124 8500 2" THICK DOOR CLIP #'S FROM BOTTOM TO TOP SPLICE ATE# 7'-0" 5, 6, 6, 7, 7, 9 12 8'-0" 5, 6, 6, 7, 7, 9, 9 12 9'-O" 5, 6, 6, 7, 7, 9, 9, 9 14 10'-0" 1 5, 6, 6, 7, 7, 9, 9, 9, 11 14 11'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11 16 12'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11 16 13'- 0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11, 13 18 14'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11, 13, 13 18 MODELS 6100 8300 (1-1/2" TO 1-3/8" THICK DOOR CLIP #'S FROM BOTTOM TO TOP PLATEHEIGH# 7'-0" 4, 4, 4, 4, 5, 6 8 8'-0" 4, 4, 4, 4, 5, 6, 6 8 9'-0" 4, 4, 4, 4, 5, 6, 6, 7 8 10'-0" 1 4, 4, 4, 4, 5, 6, 6, 7, 7 8 MODELS 9100 9400 9600 9700 9800 1".THICK DOOR HEIGHT CLIP #'S FROM BOTTOM TO TOP SPLICPLATE # 7'-0" 4, 4, 4, 4, 4, 4 6 8'-0" 4, 4, 4, 4, 4, 4, 4 6 9'-0" 4, 4, 4, 4, 4, 4, 4, 4 6 10'-0" 1 4, 4, 4, 4, 4, 4, 4, 4, 4 6 REVISIONS 2 INCH CK-CUPS-TEXAS L ANGLE 12 FOOT ATED 6/11/03 UPDATED FORMAT. tEASED ALLOWABLE SSURES TO ,00/-52.00 PSF FOR DOOR WIDTHS. NGED TEXAS WALL LE" TO "CONTINUOUS L ANGLE'. ADDED STRATE MOUNTING AIL, CHANGED TO N HD ANCHORS 4/2/07 CHANGED FORMAT. ED MODELS 9800 8024 WITH OVERLAY TRACK CUP EDULE. 8/21/07 UPDATED MODELS ED IN CHARTS. iATED SPLICE & CUP 10/05/07 UPDATED CHARTS TO IINATE THE USE OF #8 CUP (REPLACED i Q9 ACROSS THE I-). 10/24/07 UPDATED STEEL 1NTING DETAIL 1 04/11/08 MARK R. FLORIDA LICENSE RNO. 57389 TRACK SUPPLEMENT CHART wagnc® 091t0n DATE NAME DRAWN 8/21/07 GRT CHECKED B/21/07 MRB SHEET 2 OF 2 3395 ADDISON DRIVE DRAWING PART NO. 307494 I REV. P 8 PEN (850)A474098 0 32514 x pBait gine on11 Jamb Connection Supplement This document provides a series of connection schedules and basic detailing concepts for the connection of garage door jambs to building frames with the use of various fasteners. DASMA Technical Data Sheet TDS-161 may be used as an alternate to this document. P/N 324620 Rev. P8 SCHEDULE3 3/8" 0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL WEIGHT CONCRETE MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB (IN) LOAD PER JAMB LB/FT Nore3 2000 PSI CONCRETE 2500 PSI CONCRETE 3000 PSI CONCRETE 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 24 340 24 24 24 360 23 24 24 380 22 24 24 400 20 24 24 420 19 24 24 440 19 23 24 460 18 22 24 480 17 21 23 500 16 20 22 520 16 20 21 540 15 19 20 560 14 18 19 580 14 18 19 600 13 17 18 620 13 16 18 640 13 16 17 660 12 15 16 680 12 15 16 700 11 14 15 720 11 14 15 740 11 14 15 760 11 13 14 780 1 10 1 13 14 800 1 10 1 13 1 13 1. BASED ON 3/8"0 A307 HEADED OR HOOKED (1.69" MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 1" O.D. WASHER WITH A MINIMUM EMBEDMENT DEPTH OF 3" AND A MINIMUM EDGE DISTANCE OF 3". 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x6 NO. 2 GRADE SPF LUMBER OR BETTER MOUNTED DIRECTLY TO SUPPORT STRUCTURE. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. CALCULATIONS CONFORM TO ANSI/AF&PA NDS-2005 AND ACI 318-05, APPENDIX D. ADDroved Mark R. Barrow, PE Florida License No. 57389 Wayne Dalton Corp. 3395 Addison Drive Pensacola, FL 32514 Revision P8 Wagne Balton 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 (850) 474-9890 SEE DETAILS 1, 2. AND 3 REQUIRED FOR VERTICAL POST REINFORCING I SYSTEMS. 6" MA', M/ SF MINIMUM 2x6 #3 fL HEADER LOCK SOUTHERN PINE BRACKET LUMBER. 4" 4" 2-3/4" (2) 3/8" SIMPSON TITEN HD SCREW ANCHOR WITH A 1 1/4'. WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4". DETAIL 1 MINIMUM 2000 PSI CONCRETE NOTE, MAXIMUM DESIGN LOAD CAPACITY OF 2085 LBS. MARK R. BARROW, PE FLORIDA LICENSE NO. 57389 DOOR WIDTH MINIMUM 2x6 q3 /-CL HEADER LOCK SOUTHERN PINE L BRACKET LUMBERju 4" (4) 3/8" SIMPSON TITEN HD SCREW ANCHOR WITH A 1-1/4" WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 4". DETAIL 2 MINIMUM 2000 PSI GROUT FILLED CMU NOTE, MAXIMUM DESIGN LOAD CAPACITY OF 2400 LBS. MINIMUM 2x6 #3 r CL HEADER LOCK SOUTHERN PINE 1 BRACKET LUMBER. I 4" 4" 1-1/2 i (4) 3/8" DIA. LAG SCREWS WITH 1-1/4" O.D. WASHERS. LAG SCREWS SHALL HAVE A MINIMUM PENETRATION OF 1-9/32" INTO THE MAIN SUPPORT MEMBER. DETAIL 3 WOOD SUPPORT STRUCTURE NOTE: MAXIMUM DESIGN LOAD CAPACITY OF 2430 LBS. JAMB CONNECTION SUPPLEMENT REVISIONS DATE I NAME EDIS/24/071MRB/24/071MRB DRAWING PART N0. REV. 324620 I P8 FILE COPY M I A M bDADE MIAMI-DARE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OMCE (I3CCO) 140 WEST FINAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) Manson Roof Tile 1340 SW 34tb Ave Deerfieid Beach, FL 33442 SCOPE: This NOA is being issued under the applicable pales 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 AuthorityHaving Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The -Miami -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 of the Florida Building Code. DESCRIPTION-. Hanson Regal/Spanish "S" 11 Roof Tile 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 the 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 the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 02-0916.09 and consists of pages 1 thro fgh The submitted documentation was reviewed by Jorge L. Acebo.t � , .NOA No.: 07-0914.04 Expiration Date:12116/12 Approval Date: 12/06/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Serb Category: Roofing Tiles Material: Concrete . 1. SCOPE This renews a roofing system using Hanson Regal/Spanish `S' 1I Concrete Roof Tile, as manufactured by Manson Roof Tile in DeerfleW Beach, Norida and as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable building code do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by 'Test Product Appjlcant Dimensions ,Specifications Description Hanson Regal / Spanish Length: 17'114" high profile concrete roof tile for Width: 13 /d TAS 112 direct deck or battened nail -on, "S" 11 Tile %"thick mortar or adhesive set applications. Accessory trim, concrete roof Trim Pieces Length: varies TAS 112 pieces for use at hips, rakes, ridges Width: varies and valley terminations. 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Prnduct -�--- Dimensions Test Speciifications. Product Manufacturer . Diescri tp ion TAS 114 Corrosion resistant screw or Generic Tile Nails Min. 106C 3" Appendix E smooth shank nails (With current NOA) #8x 2'/2" long • Tile Screws 0.335" head TAS 114 Corrosion resistant, coated, Generic dia. Appendix E sgaare drive, galvanized, (With current NOA) 0.131" shank coarse thread wood screws dia. 0.175" screw thread dia. • Hurricane Clip & Clips Corrosion resistant clips Generic Fasteners Min. I/a" width TAS 114 with corrosion resistant (With current NOA) Min.06" thick Appendix; E nails. Clip Fasteners Min. 8d x 1 '/" ' d NOA No.: 07-0914.04 Expiration Date: 12/16/12 -�- Approval Date:12/06/07 °n Page 2 of 7 2.2 EVIDENCE SUBMITTED 'Pest ATeacy Test Identifier Redland Technologies 7161-03 Appendix III 7161-03 Appendix M 7161-03 Appendix H Letter of Aug. 1, 1994 P09647-01 P0402 The Center for Applied Engineering, Inc. All State Engineering & Testing Consultants, Inc. Walker Engineering IBA Consultants, Inc. 94-083 94-084 25-7094-9 25-7094-6 25-7183-4 25-7183-3 25-7214-3 25-7214-7 Project No. 307025 'Pest 4MDC-76 YQ-135 Calculations 2381-252 Test Name/Retrort PA 102 PA 102(A) PA 108 (Nail -On) PA 108 (Nail -On) PA I08(Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails PA 101 (Adhesive Set) PA 101 (Mortar Set) PA 102 (4" Headlap, Nails, Direct Deck, New Construction) PA 102 (4" Headlap, Nails, Battens) PA 102 (2 Quik-Drive Screws, Direct Deck) PA 102 (2 Quik-Drive Screws, Battens) PA 102 (1 Quik-Drive Screw, Direct Deck) PA 102 (1 Quik-Drive Screw, Battens) PA 100 PA 112 Aerodynamic Multiplier TAS 112 Date Dec. 199-1 Dec. 199I Dec. 1991 Aug. 1994 Aug. 1994 Sept.1993 April 1994 May 1994 Oct. I994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Oct. 1994 Dec. 1998, March 1999 09/20/07 NGA No.: 07-09I4.04 Expiration Date:12/I6112 Approval Date:12106/07 Page 3 of 7. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with RAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miatni-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix W. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hansom Regal/Spanish `S' Il Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 720. 4.2 Data For Attachment Calculations NOA No.: 07-0914.04 { Expiration Mate: 12/16/12 ' Approval Hate: 12/06/07 a. Page 4 of 7 Table 1: Aeradynamic Multipliers - X ft3 The )L (ft3) X (ft3) Profile Batted A licalflon Direct Dack Application Pioneer Re al/S anish '3' I 0.287 0.311 Table 2: R storina Moments dare to Gravi - U ft-lb Tile Profile 3"• 12" 4"• 12" 5"• 12" 6": 12" 7": 12" or greater Pioneer Regal/Spanis Batten s Direct Deck Battens Direct Deck Battens Direct Deck Batten s Direct Deck Batten s Direct Deck h 'S' 11 7.77 8.34 7.65 8.20 7.49 8.03 7.30 7.83 7.10 7.61 Table 3: Attachment Resistance Expressed as a Moment - Mf (ft-lbQ For Nail -On stems; Tile Proeale Fastener Type Direct [deck (min 15132" plywood) Direct Deck (min.19?/32" plywood) Battens Hanson Regal/Spanish 2-10d Rinq Shank mails 28.6 41.2 19.4. 1-10d Smooth or Screw Shank mail 5.1 6.8 2.8 2-100 Smooth or Screw Shank tails 6.9 9.2 7.3 1 .#8 Screw 20.7 20.7 18.1 2 48 Screws 43.2 43.2 29.8 1-10d Smooth or Screw Shank Nail Field Cli 23.1 23.1 19.0 1-10d Smooth or Screw Shank Nail Eave Clip)" 29.3 29.3 24.0 2-10d Smooth or Screw Shank Walls Field Clip) 27.6 27.6 38.6 2-10d Smooth or Screw Shank Nails Eave Clip) 38.1 38.1 41.8 2-10d Rin Shank Mails 33.1 1 48.1 45.2 1 installation with a 4" file headlap and fastemers are located a min. of 2'/2" from head of tile. Table 4: Attachment Resistance Expressed as a Moment Mf (ifs-lb� For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment kesistance Hanson Regal/Spanish'S' ll Adhesive 29,3 2 See manufactures component approval for instaliation requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. Pol foam Product, Inc. Average Weight per pgy 8 dams. NOA No.. 07.0914.04 K e ]expiration Date: 12/16112 Approval Date:12/06/07 Page 5of7 Table 4A: Attachment Resistance ExpresSod as a Moment - k1f (It-lbo Fof SIN, to PaVLY Adhesive Set Systems Tile Profile Tile Application Uini¢num Attachment Resistance Hanson RegaVSpanish 18,11 Pol roam Po! ProTI.1 66.5 Polyfoam Pol ftTm -38.7 4 Large Paddy placement of 63 rams of Pol ProT14. 5 Medium paddy placement of 24 rams of PolyProT". Table 4B; Attachment Resistance Eispressed as a Moment - i61f(f-Ibf) For Moftr Set Systems file Tile -achment Proflia _ � Ppllcafiion Resistance Hason Regal/Spanish 'S' ll i oftar Set 24.5 s. LABELING All tiles shall bear the imprint or identifiable marling of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". H,+tt,NSON REGALISPANISH "S" 91 ROOF TILE lDr:NTIFICATI©N' MARK 6. BUILDING PERMIIT RE+ f UMMENTS- 6.1 Application for building permit shall be, rcora,panied by copies of the following: 6.fl,fl � hie l�lcti'ce o:�A::ceptance, 6.1.2 Any other eocume:-:ts •equire ' I the Puilcing Of icial or appi able building code in order to properly evaluate the installation of this system. NOA No.: 07-0914.04 a Expiration Date: 12/16/12 Approval ➢late:12/06/07 Page 6 of 7 A r"Ab 14.N. It RJUL UN DE PROF- rs DRAN INGS REGAL AKA SPANISH 'IS" 11 RLOCK HANsoN-Rr,GAL/,lqPANisH 19,11 CONCRETE RooF Tim ]ENID OF THIS ACCEPTANCE p NOA No.: 07-0914.04 Y ExDiration Bate: 12/16/12 Approval Date: 12/06/07 Page 7 of 7 FILE- M I A M I•DADE BUILDING CODR COMPLIANCE OFFICF. (BCCO) PRODUCT' CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) _ Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 0 MIAMI-DADF COUNTY, FLORIDA b4ETRb-DADL• FLAGLER BUILDING 140 WEST FLAGLER.STRFET, SUITE 1603 1,11AA41, FLORIDA 33130-1563 (305) 375-2901 FAX (30-5) 375-2908 SCOPE: on materials. This NOA is being issued under the applicabl ed b rules and the BCCOandaccepted byftth a Building Codeland Product The documentation submitted has been reviewed by the in Miami Dade County and other areas where allowed by the Authority Having Review Committee to be Jurisdiction (AIIJ). This NOA shall not be valid after the expiration date stated belowVB rode tlami Dade or material testedCounty) anfor qualt y AHJ (in areas other than Miami Dade County) reserve the right P assurance purposes. If this product or material fails eoo Pe y I rin evoke, mo fY�eormanner, spend the useuof manufacturer h product or the expense of such testing and the AIU may material within their jurisdiction. BCCO reserves the right to revokeeable bulding code. S cceptance, if it is determined by BCC that this product or material fails to meet the requirements of the app This product is approved as described herein, and has been designed to comply with the Bigh Velocity IIurricane 'Lane of the Florida Building Code. DESCRIPTION: Polypro® AH160 kNENVAI, of this NOA shall he considered after a renewal application been pso�u d there has been no change in the applicable building code negatively affecting the performance TERMINATION of this NOA will occur after the expiration is se of this NOA as an endorsementor if there has been a revision or cor a y in the materials, use, and/or manufacture of the product or process. Misu product, for sales, advertising or any other purposes Ih�automatically val of NOA. erminate s NOA. Failure to comply with any section of this NOA shall because for ADVERTd follovved by ] The NOA number preceded by the words Mi, portion of the NOA is diatilayed, then it wall the expiration date may be displayed in advertising literature. Lf any be done in its entirety. INSPECTION: A copy of this entire NOA shall e provided the the the Building anufaac turer or its distributors and shall be available for inspection at the job site This NOA renews NOA No.01-0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by J rge L. Acebo. nay . NOA No.: 06-0201.02 Fxpiration Date: 05110/11 Approval Date: 04113/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AR160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. Por the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polyprog AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uptiil based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications Polypro@ AH 160 N/A TAS 101 F.oampro@ RTF1000 N/A ProPack@ 30 & 100 NIA Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment )PRODUCTS MANUFACTURED BY OTHERS: Any Miami Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Pro er Test Results. Density Compressive Strength ASTM D 1622 ASTM D 1621 1.6 lbs./R.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise 0.08 Lbs./Ft' Water Absorption Moisture Vapor Transnussion ASTM D 2127 ASTM E 96 ch % Vo3.1 Penn lume Change L -400 F., 2 weeks Dimensional Stability ASTM D 2126 +0:07 o u1 J8�-. 100% +6.0 /o Volume Change @ a Humidity. 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined manufacturing variation. by accepted ASTM test methods and are subject to normal NOA No.: 06-0201.02 Expiration Date: 05/10/11 kpproval Date: 04/13/06 :. Page 2 of 7 EVIDENCE SUBMITTED: Test A9cncy Test Identifier Test Name/Report Date Center for Applied Engineering #94-060. TAS 101 04/08/94 257818-1PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011. ASTM E 108 11/16/94 01-6739-062b[l] ASTM F, 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not partof this acceptance. Refer -to the Prepared Roof Tile Assembly for fire rating. 2. PolyproO AH 160 shall solely be used with flat, low, dt high the pro files. 3. Minimum underlayment shall be incompliance with the RooFmg Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® A11160 roof tile adhesive with their tle assemblies shall test in accordance with TAS .101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof tile adhesive with their file assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F' E1_ ;2: MS NOA No.: 06-0201.02 Expiration Date: 05/10/11 4' Approval Date: 04/13/06 Page 3 of 7 INSTALLATION: I. PolyproV AII160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use ofPolyproV AH160. 2. Polypro(_0 AII160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof file assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro0 AH160 roof tile adhesive and its components shall be installed ui accordance with - Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Potypro0 AH 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by PoIyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro© dispensing equipment is required before application of any adhesive. The mix ratio between the "A" 'component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall beset to deliver 0.0175 to 0.15 pounds per file as determined at calibration. No other settings shall be approved. 6. Polyprog AH160 shall be applied with Foampro RTF1000 or ProPack(V 30 & 100 dispensing equipment only. 7. Polyprog AH 160 shall not be exposed permanently to sunlight. 8. Tiles inusl be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro@ A11160 has been dispensed. 9. Polyprog AH160 placement and minimum patty weight shall be in accordance.with the'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic `file Profile Tile Profile Placement Single Paddy Two Paddy Weight i Detail Weight Min. per paddy Min. Flat, Low, High Profiles 41 1 35 N/A High Profile (2 Piece #1 17/side on cap and N/A Barrel) 34/pan Flat, Low, High Profiles 42 24 N/A Flat, Low, High. Profiles 43 S LABELING: All PolyproO AHi 60 containers shall comply with the Standard Conditions listed herein. BUM -DING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No,: 06-0201.02 Expiration Date: 05110/I1 Approval Date: 04/13/06 Page 4 of 7 : ADuESIvF PLACEMENT DETAII..l SINGLE PATTY Hall through Plastic cement Paddy( Beneath Tile) Nail through plastic cement Mrlayment . Paddy (BeneathM) llndertaymenf 1 101n In , • 10 in. 2n Ewe Course Fascla lave Course Fascia Waephoie Favecorwseonly, Favecowwoniy: Faveclosure EaveClasure Keep adhaslveapprm KaepadhesnreaPProx. Mpedge 4In. upfrom weephoks 4 in. up from weepholes NOA No.: 06-0201.02 C " Expiration Date: 05/10/11 r\ ApprovaI Date: 04/13/06 Page 5 of 7 ADHESATE PLACEMENT DETAIL 2 SlN CLE PA'rry nan mrougn plastic cement / \ f paddy (Beneath Tile) Underlayment 41 T in. Eave Claure EaueCourse Fascia NOA No.: 06-0201.02 Expiration Date: OS/10111 Approval Date: 04/13/06 Pase 6 of 7 Ai)mwJE PLACEMENT DETAIL 3 Dou.BLE PATTY END OF THIS ACCEPTANCE f NOA No.: 06-0201.02 . Expiration Date: 05/10/1.1 Approval Date: 04/13/06 Page 7 of 7 IN FILE COPY. M I A M I-DADE MIAMI-DARE COUNTY, FLORIDA METRO -DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 SCOPE: 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 Miami -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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polystick P, Basik, IRARX, TU, TU Plus, TU Polyester and 1WlU Underlayments 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 the 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 the manufacturer or its distributors and shall be available for inspection at the job.site at the request of the Building Official. This NOA revises NOA No. 06-0505.01 and consists of pages I throu h 6. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07-1025.10 Expiration Date: 09/13/11 JF,M1AM10ADEC0UN1Y Approval Date: 04/10/08 ° ° Page 1 of 6 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dhnensions Specification Description Polystick P Roll: ASTM D 1970 A polyethylene top surface, self -adhering, SBS underlayment 75' x 3' polymer modified bituminous sheet material for 40 mils thick use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. Polystick Basik Roll: ASTM D 1970 A homogeneous, rubberized asphalt underlayment 65'8" x 393 3/B" waterproofing membrane, glass fiber reinforced 60 mils thick with polyolefinic film on the upper surface for use an underlayment for metal roofing. PoIystick IRM Roll: TAS 103 and A fine granular/sand top surface self -adhering, underlayment 65'.8" x 3'3 3/g" ASTM D 1970 APP polymer modified, fiberglass reinforced, 80 mils thick bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rani shield and as a flat roof file underlayment. Polystick TU Roll: TAS 103 and. A heavy granuled surface self adhering, APP underlayment 32' 10" x T 3 3/$" ASTM D 1970 polymer modified, fiberglass or polyester 100 mils thick reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. Polystck TU Plus Roll: TAS 103 and A non -wicking fabric surfaced, self -adhering, underlayment 65'8" x T 3/g" ASTM D 1970 APP polymer modified, fiberglass reinforced with (Facer of Membrane 80 mils thick a high strength polyester fabric, bituminous sheet Labeled in Orange material for use an an underlayment in sloped or Black Ink) roof assemblies. Designed as a metal roofing and roof tile underlayment. ' Polystick TU Roll: TAS 103 A rubberized"asphalt waterproofing membrane, Polyester 32' 10" x 3'3-3/8" glass-fiber/polyester reinforced, with a granular 130 mils thick surface designed for use as a tile roof underlayment. Polystick MU Roll: TAS 103 and A non -wicking fabric surfaced, self -adhering, underlayment 65'8" x 3'3 3/8" ASTM D 1970 APP polymer modified, fiberglass reinforced, 80 mils thick bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. NOA No.: 07-1025.10 Expiration Date: 09/13/11 ►�t l•D,�D...... rr Approval Date: 04/10/08 Page! of 6 s EVIDENCE SUBMITTED: Test Agency Test Identifier Test Naame/Renort Date Exterior Research & Design, LLC #11756.04.01-1 TAS 103 04/27/01 #11756.08.01-1 ASTM D 1970 08/14/01 #02202.09.05 TAS 103 08/29/05 Trinity I m #P5110.08.07 TAS 103 08/29/07 PRI Asphalt Technologies PRIO1111 ASTM D 4977 04/08/02 PUSA-005-02-01 ASTM D 4977 01/31/02 PUSA-018-02-01 ASTM D 2523 07/14/03 PUSA-035-02-0.1 TAS 103 09/29/06 PUSA-033-02-01 ASTM D 1970 01/12/06 Momentum Technologies, Inc. 7X20H7A ASTM D 4798 04/01/09 ASTM G 155 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated, new construction Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626 or Polyprotector UDL or Polyprotector UDL AS. Fastening: Nails and tin caps 12" grid, 6" o.c. at laps. (for base sheet only) Membrane: Polystick membranes self -adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied.. All side laps shall be a minimum of 3-V2" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. CM ... AD COUNTY o NOA No.: 07-1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 3 of 6 GENERAL. LmTATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick P, Basil, and IR/IRX may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofing, and quarry slate roof assemblies. Polystick P and Basil, shall not be used as roof tile underlayment. 3. Deck requirements shall be in compliance with applicable building code. 4. ' Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick P, Basil,, IRM, TU, TU Polyester and MU Underlayments shall not be left exposed as a temporary roof for longer than 30 days after application. Polystick TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. All products listed herein shall have a quality. assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code.- 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice. Polystick TU, TU Plus and MU may be used in both adhesive set and mechanically fastened roof file applications. Polystick HUM is limited to mechanically fastened roof the applications. Polystick TU Polyester may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as described below: Tile Profile Polystick IR/IRX Polystick MU Polystick TU, TU Plus TU Polyester Flat Tile 5:12 No limitation No limitation Profiled Tile Prohibited 5:12 No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. 9. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass Tile loading detail for loading procedure. MIAM4DADE COUNTY N®A No.: 07-1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 4 of 6 GENERAL LBuTATTIONS: (CONTINUED) / t 10. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this 6 \ product with specific prepared roofing products. Polystick P, Basik, ]R1 RX, TU, TU Plus, TU Polyester & MU may be used with any approved roof covering Notice of Acceptance listing Polystick P, Basik, IR/IRX, TU, TU Plus, TU Polyester & MU as a component part of an assembly in the Notice of Acceptance. If Polystick P, Basik, MiM, TU, TU Plus, TU Polyester & MU is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal'as. shown below. NOAMMADE COUNTY BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All: rolls, with the exception of Polystick TU Plus and Polystick MU should be back -nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required.in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus and Polystick MU should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks: The head lap membrane is to cover the area being back nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing. Cement, Mule Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick Basik. 5. A maximum of 6 tiles per stack are allowed when loading rile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. NOA No.: 07-1025.10 Expiration Date: 09/13/11 MIAMI•DADECOUNTY Approval Date: 04/10/08 Page 5 of 6 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6 /a '"/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. S. Polystick TU Plus, Polystick MU may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need, of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or smallareas of the roof. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is -recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1(800) 894-4563. 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Polystick self - adhered underlayments. Warranty must be requested and registered by Polyglass to be in force. . 14. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1(800) 894-4563. 15. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association .(NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LE IITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MASS SUPERSEDE POLYGLASS REQUMEMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE CIDADE COUNTY ...• i ZZMV lolOA No.: 07-1025.10 Expiration Date: 09/13/11 Approval Date: ' 04/10/08 Page 6 of 6 X- i (JTRRINITY EVALUATION REPORT Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 98405 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report P12060.02.09-R4 FL5259-R9 Date of Issuance: 02/24/2009 . Revision 4: 02/05/2010 SCOPE: This Evaluation Report is issued under Rule 9B-72 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been designed to comply with the 2007 Florida Building Code sections noted herein. DESCRIPTION: Polyglass Roof Underlayments LABELING: Each unit shall. bear labeling. in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes; or provisions of the .Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity) ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in. its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 8. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida Dial ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 02/05/2010 This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: t 1. TrinityiERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity] ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are .being issued. ; 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. TRINITY I ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the Florida Building Code (non-HVHZ) through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.4, .1507.2.9.2, 1507.3.3, Physical Properties (Polystick) ASTM D1970 2001 _ 1507.5.3, 1507.6.3 1507.2.3, 1507.3.3, 1507.5.3, Physical Properties ASTM D226 1997 1507.7.3, 1507.8.3, 1507.9.3, (Elastobase, Elastobase P) 1507.9.4 1507.11.2 Physical Properties ASTM D6164 2000 1507.11.2 Physical Properties (Polyflex) ASTM D6222 2002 1504.6 Accelerated Aging (Polystick) ASTM G154 2000 1504.6 Accelerated Aging (Polystick MTS, Elastoflex, Polyflex) ASTM G155 2004 1504.3.1 Wind Uplift FM 4470 1992 3. REFERENCES: Entity Examination Reference Date PRI (TST 5878) Physical Properties PRIO1111 04/08/2002 PRI (TST 5878) Physical Properties PUSA-005-02-01 01/31/2002 PRI (TST 5878) Physical Properties PUSA-013-02-01 12/23/20,02 PRI (TST 5878) Physical Properties PUSA-013-02-02 12/23/2002 PRI (TST 5878) Physical Properties PUSA-013-02-03 12/23/2002 PRI (TST 5878) Physical Properties PUSA-018-02-01 07/14/2003 PRI (TST 5878) Physical Properties PUSA-028-02-01 07/13/2005 PRI (TST 5878) Physical Properties PUSA-033-02-01 01/12/2006 PRI (TST 5878) Physical Properties PUSA-035-02-01 09/29/2006 PRI (TST 5878) Physical Properties PUSA-055-02-02 12/10/2007 PRI (TST 5878) Physical Properties PUSA-061-02-02 01/28/2008 PRI (TST 5878) Physical Properties PUSA-076-02-01 02/22/2008 PRI (TST 5878) Physical Properties PUSA-083-02-01 04/14/2008 PRI (TST 5878) Physical Properties PUSA-088-02-01 07/29/2009 MTI (TST 2508) Physical Properties JX20H7A 04/01/2008 MTI (TST 2508) Physical Properties RX14E8A 01/29/2009 ERD (TST 6049) Physical Properties 11752.09.99-1 02/08/2000 ERD (TST 6049) Physical Properties 02200.07.03 07/14/2003 ERD (TST 6049) Physical Properties P5110:04.07-1 04/11/2007 ERD (TST 6049) Physical Properties P13450.08.09 .08/13/2009 ICC-ES (EVL 2396) IBC Compliance ESR-1697 01/01/2005 ICC-ES (EVL 2396) y IBC Compliance ESR-1160 03/01/2005 Miami -Dade (CER 1592) HVHZ Compliance NOA Current Polyglass USA € Manufacturing Affidavit Products Current 02/18/2009 Polyglass USA P/L Affidavit Mule -Hide Cross Ltg 03/01/2008 UL (QUA1743) Quality Control File No. R14571, Vol 1 Exp. 03/21/2010 Exterior Research and Design; LLC. Certificate of Authorization #9503 s 1 I Evaluation Report P12060.02.09-R4 FL5259-R9 Revision 3: 62/05/2010 Page 2 of S 4. PRODUCT DESCRIPTION: 4.1 Mechanically Fastened Underlavments: 4.1.1 ELAsroBASE is a fiberglass reinforced, SBS modified bitumen base sheet. 4.1.2 ELAsroBASE P is a polyester reinforced, SBS modified bitumen base sheet. 4.2 Self -Adhering Underlavments: 4.2.1 PoLYsTICK MTS is a rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with polyolefinic film surface. 4.2.2 POLYSTICK IR-Xe is a rubberized asphalt waterproofing membrane, glass fiber reinforced, with a sand surface. .r4.2.3 POLYSTICK TU is a rubberized asphalt waterproofing membrane, glass fiber reinforced, with a granular surface. 4.2.4 POLYSTICK TU Plus is a rubberized asphalt waterproofing membrane, glass fiber reinforced, with a high strength polyester fabric surface. 4.2.5 PoLYsTICK TU P is a rubberized asphalt waterproofing membrane, glass-fiber/polyester reinforced, with a granular surface. 4.2.6 POLYFLEX SAP, PoLYFLEX SAP FR, MULE -HIDE SA-APP CAP SHEET AND MULE -HIDE SA-APP CAP SHEET (FR) are a polyester reinforced, APP modified bitumen cap sheets. 4.3 Mechanically Fastened and/or Bonded Underlavments: 4.3.1 ELASTOFLEx S6G AND ELASTOFLEX S6G FR are polyester reinforced, SBS modified bitumen cap sheets. 4.3.2 PoLYFLEx G AND POLYFLEx G FR are polyester reinforced, APP modified bitumen cap sheets. S. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ. 5.2 Fire Classification is not part of this Laboratory Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5:3 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AH] for approval . based on this evaluation combined with supporting data for the prepared roof covering. 5.4 Allowable roof covers applied atop the underlayments are as follows: Table 1: Roof Cover Options Underlayment Asphalt Shingles Nail -On Tile Foam -On Tile Metal Wood Shakes & Shingles Slate Elastobase Yes Yes No Yes Yes Yes Elastobase P Yes- Yes No Yes Yes Yes Polystick MTS Yes (gatten Yesonly) No Yes Yes Yes Polystick IR-Xe Yes No No No Yes Yes Polystick TU Yes Ye Yes No Yes Yes Polystick TU P Yes Yes Yes No Yes Yes Polystick TU Plus Yes Yes Yes Yes Yes Yes Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R4 Certificate of Authorization #9503 FL5259-R9 Revision 3: 02/05/2010 Page 3 of 8 TRINITY iERD Table 1: Roof Cover Options Underlayment Asphalt Nail -On Tile Foam -On Metal Wood Shakes Slate Shingles Tile & Shingles Elastoflex S6G or S6G FR Yes Yes Yes No Yes Yes Polyflex G or G FR Yes Yes Yes No Yes Yes Polyflex SAP or SAP FR Yes Yes Yes No Yes Yes Mule -Hide SA-APP Cap Sheet or SA-APP Cap Yes Yes Yes No Yes Yes Sheet (FR) 5.4.1 Elastobase:; Elastobase P; Mule -Hide Nail Base or ASTM D226 felt may be used as a mechanically attached base layer followed by a Polystick, Polyflex SAP or SAP .FR, or Mule - Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) top layer with allowable roof covers noted above for the respective top layer. 5.4.2 Elastobase; Elastobase P; Mule -Hide Nail Base; ASTM D226 felt; ASTM D4869 felt or ASTM D2626 base sheet may be used as a mechanically attached base layer followed by a Elastoflex S6G or S6G FR top layer in hot asphalt with allowable roof covers noted above for the .respective top layer. 5.4.3 Elastobase; Elastobase P or Mule -Hide Nail Base may be used as a mechanically attached base layer followed by Polyflex G or G FR top layer torch -applied with allowable roof covers noted above for the respective top layer. 5.4.4 "Foam -On Tile" is limited to use of Polyfoam Polyset applications unless data from an accredited testing laboratory for alternate foam -adhesive with the subject underlayment in accordance with ICC-ES AC152 is provided. 5.4.5 For nail -on file systems over Polystick MTS, battens are required for both loading / staging of the tile and tile installation; direct -to -deck nail -on tile applications are not permissible with Polystick NTS. 5.4.6 For mechanically attached metal and nail -on tile, an underlayment system consisting of Polystick MTS followed by Polystick MTS, TU, TU P or TU Plus or Polystick SAP is permissible. 5.5 Allowable substrates for self -adhering underlayments are noted below: 5.5.1 Direct -Bond to Deck: Polystick, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA- APP Cap Sheet (FR): ➢ ASTM D41 primed structural concrete; OSB; Southern Yellow Pine; New untreated plywood; existing plywood primed as needed; ASTM C1289, Type .II, Class 1 polyisocyanurate or Type V polyisocyanurate-composite insulation; DensDeck .DuraGuard; DensDeck Prime; Securock; or Huber Engineered Woods "ZIP System" Panels (designed and installed to meet wind loads for project). 5.5.1..1 The maximum design pressure for direct -bond Polystick applications to plywood or primed plywood is -135 psf. This is pertinent -for foam -on tile systems and situations where the underlayment will be exposed through a hurricane season. For other substrates, consult Polyglass USA, Inc. 5.5.2 Bond to Mechanically Attached Base Layer: Polystick, Polyflex SAP or SAP FR, Mule -Hide SA- APP Cap Sheet or SA-APP Cap Sheet (FR): ➢ ASTM D226, Type I or II felt; Elastobase; Elastobase P or Mule -Hide Nail Base Exterior Research and Design, LLC. Evaluation report P12060.02.09-R4 Certificate of Authorization #9503 FL5259-R9 ; Revision 3: 02/05/2010 Page 4 of 8 (_)O "�JTRINITY 5.6 Exposure Limitations: 5.6.1 Elastobase, Elastobase P shall not be left exposed for longer than 30-days after installation. 5.6.2 Polystick IR-Xe shall not be left exposed for longer than 90-days after installation. 5.6.3 Polystick MTS, TU, TU P or TU Plus shall not be left exposed for longer than 180-days after installation. 5.6.4 Polyflex SAP or SAP FR, or Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile, in which case the maximum exposure is 30 days. 5.6.5 Elastoflex S6G or S6G FR or Polyflex G or G FR does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile, in which case the maximum exposure is 180 days. 5.7 For tile roof installations governed by the FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, use is limited to the following: Table 2: Tile System Op tions for Roof Underla ments per FRSA/TRI 07320/8-05 System Underlay option Section Reference Product(s) 1 3.02A Modified Cap Sheet Elastoflex S6G or S6G FR; Polyflex G or G FR 2 3.02B No. 30 / Modified Cap Elastobase; Elastobase P / Elastoflex S613 or S6G Sheet FR or Polyflex G or G FR System One: 3 3.02C No. 30 / Modified Cap Elastobase; Elastobase P / Elastoflex S6.G or S6G Mechanically Sheet FR 4 3.02D No. 30 Elastobase; Elastobase P Fastened Tile, Unsealed or Self -Adhered Polystick MTS (batten only); TU; TU P; TU Plus; Sealed 5 3.02E Underlayment Polyflex SAP or SAP FR; Mule -Hide SA-APP Cap Underlayment Sheet or SA-APP Cap Sheet FR System Elastobase; Elastobase P; Mule -Hide Nail Base / 6 3.02F No. 30 / Self -Adhered Polystick MTS (batten only); TU; TU P; TU Plus; Underlayment Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet FR 1 3.02A Modified Cap Sheet Elastoflex S6G or S6G FR; Polyflex G or G FR 2 3.02E No. 30 / Modified. Cap Elastobase; Elastobase P / Elastoflex S6G or S6G Sheet FR or Polyflex G or G FR System Two: 3 3.02C No. 30 / Modified Cap Elastobase; Elastobase P / Elastoflex S6G or S6G Mechanically Sheet FR Fastened Tile, Self -Adhered Polystick TU; TU P; TU Plus; Polyflex SAP or SAP Sealed 4 3.02D Underlayment FR; Mule -Hide SA-APP Cap Sheet or SA-APP Cap Underlayment Sheet FR System Elastobase; Elastobase P; Mule -Hide Nail Base / 5 3.02E No. 30 / Self -Adhered Polystick TU; TU P; TU Plus; Polyflex SAP or SAP Underlayment FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet FR 1 3.02A Modified Cap Sheet Elastoflex S6G or S613 FR; Polyflex G or G FR System Four 2 3.02B No. 30 / Modified Cap Elastobase; Elastobase P / Elastoflex S6G or S6G Sheet FR or Polyflex G or G FR "A": Adhesive -Set Self -Adhered Polystick TU; TU P; TU Plus; Polyflex SAP or SAP Tile, Unsealed 4 3.02D Underlayment FR; Mule -Hide SA-APP Cap Sheet or SA-APP Cap ' or Sealed Sheet FR Elastobase; Elastobase P; Mule -Hide Nail Base / Underlayment System 5 3.02E No. 30 / Self -Adhered Polystick TU; TU P; TU Plus; Polyflex SAP or SAP Underlayment FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet FR 1 3.02A No. 30 / Modified Cap Elastobase; Elastobase P / Elastoflex S6G or S6G Sheet FR or Polyflex G or G FR SSystem Four ys Polystick TU; TU P; TU Plus; Polyflex SAP or SAP 3 3.02C Self -Adhered FR; Mule -Hide SA-APP Cap Sheet or SA-APP Cap Adhesive -Set Underlayment Sheet FR Tile, Sealed Underlayment Elastobase; Elastobase P; Mule -Hide Nail Base / System 4 3.02D No. 30 / Self -Adhered Polystick TU;. TU P; TU Plus; Polyflex SAP or SAP Underlayment FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet FR P Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R4 CertiFcate of Authorization #9503 FL5259-R9 Revision 3: 02/05/2010 Page 5 of 8 ' ERD 6. INSTALLATION: 6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Elastobase or Elastobase P: 6.3.1 Shall be installed in. compliance with the requirements for ASTM D226, Type II underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 For use in non -tile applications: 6.3.2.1 Reference is made to the current edition of the NRCA Steep -slope Roofing Manual and ARMA recommendations for installing shingle underlayments and flashings 6.3.2.2 Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), Elastoflex S6G or S6G FR in hot asphalt or Polyflex G or G FR, torch applied. 6.3.3 For use in tile applications, reference is made to Polyglass published installation instructions in conjunction with FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein. 6.4 Polystick MTS, IR-Xe. TU. TU P or TU Plus, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cat) Sheet or SA-APP Cat) Sheet (FR): 6.4.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.4.2 For non -tile applications: 6.4.2.1 All self -adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) should be back -nailed in selvage edge seam as per Polyglass / Mule -Hide Back Nailing Guide. Nails shall be corrosion resistant, 11 gauge ring -shank type with a minimum 1-inch diameter metal disk or Simplex -type nail, at a minimum rate of 12" o.c. Polystick TU Plus should be back -nailed using the above noted fasteners and spacing, in area marked "nail area, area pare clavar" on the face of membrane. The head lap membrane is to cover the area being back -nailed 6.4.2.2 All seal lap seams (selvage laps) must be firmly rolled with a hand roller to ensure full contact. 6.4.2.3 All over -fabric and over -granule end -laps shall have a 6-inch wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Electrometric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the application of the lap. 6.4.2.4 Polystick TU Plus may not be used in. any exposed application such as crickets, exposed valleys, or exposed roof to wall details 6.4.2.5 Repair of Polystick membranes is to be accomplished; by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus' 50 Premium MB Flashing. Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing 'Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need of repair, followed by a minimum 6 x 6 inch patch of the Polystick material of like kind, set and hand rolled in place over the Exterior Research and Design, LLC. Evaluation Report P12060.02.09-114 Certificate of Authorization #9503 FL5259-R9 Revision 3: 02/05/2010 Page 6 of 8 TRINITYIERD repair area. Patch laps, if needed, shall be installed in a water shedding manner. 6.4.2.6 All Polystick. membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a minimum of 40-lb weighted -roller or, on steep slopes, use of a stiff broom with approximately 40-lbs of load applied .for the field membrane. Hand rollers are acceptable for rolling of patches, laps or small areas of the roof that are not accessible to a large roller or broom. 6.4.3 For tile applications (not allowed for Polystick IR-Xe): 6.4.3.1 Reference is made to Section 6.4.2 herein in conjunction .with FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein, using the instructions noted above as a guideline. . 6.4.3.2 For nail -on tile systems over Polystick MTS, battens are required for both loading / staging of the tile and tile installation; direct -to -deck nail -on the applications are not permissible with Polystick MTS. 6.5 Elastoflex S6G or S6G FR and Polvflex G or G FR: 6.5.1 For use in tile applications, reference is made to Polyglass published installation instructions in conjunction with FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein. 6.6 Tile Staging: 6.6.1 A maximum of 6 tiles per stack are allowed when loading tile directly onto the underlayments. Refer to the Polyglass Tile Loading Guidelines. 6.6.2 Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI 07320/8- 05 must be used on all roof slopes of 7:12 or greater. For roof slopes in excess of 61/4:12, precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 6.6.3 For nail -on tile systems over Polystick MTS; battens are required for both loading / staging of the tile and tile installation; direct -to -deck nail -on tile applications are not permissible with Polystick MTS. 6.6.4 The minimum cure time after installation of self -adhering membranes and before loading of roofing tiles is forty-eight.(48) hours. Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report P12060.02.09-R4 FL5259-R9 Revision 3: 02/05/2010 Page 7 of 8 s^ TRINITYi ERD 7. LABELING: Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. S. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. Rule 9B-72 QA requirements 10. QUALITY ASSURANCE ENTITY: Underwriters Laboratories - QUA1743 (847)664-3281 - END OF EVALUATIONREPORT - Exterior Research and Design, .LLC. Evaluation Report P12060.02.09-R4 Certifcate of Authorization #9503 FL5259-R9 Revision 3: 02/05/2010 Page 8 of 8 St. Lucie County PUBLIC WORKS DEPARTMENT CODE COMPLIANCE DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 772-4624553 ILE Design Certification for Wind Load Com 'ante This Certification must be completed by the project design architect or engineer. This Certification must be submitted in duplicate with all applications for building permits involving the construction of new residence (single or multi- family), residential addition, any accessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no exterior structural walls, columns or other components are being affected) and certain other minor building permits. For further assistance, please contact the Building Inspection Office at (772)462-2172. EMIT M. FM FA of it lei . Certification Statement: I certify that, to the best of my knowledge and belief, these plans and specifications have been designed to comply with the applicable structural portion of the Building Codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the wind loads and forces specified by current code provisions. ilB Design Parameters and Assumptions Used: (Please check or complete the appropriate box.) W � 1 Florida Building Code 20_F jtion with 20_ Supplements and ASCE 7 nrn (� 2. Building Design is: Enclosed. �/ Partially Enclosed• Open Building: o 3. Mean Roof Height: 01 Roof Pitch: ". t 2 Internal Pressure Coefficient: 4. Width of End Zone: �� Wind Speed: I �O (3 sec. gust) 5. Building Classification Table 1-1. ASCE 7 � FBC Table 16045 . � L 6. Wind Exposure Classification: C Adjustment Factor for & He t• 1�� ' 42 ��• L'lPSF 7. Components &Cladding Wmd Pr ensure on oo new .� .� 8. Componen•'s & Cladding Wind Pressure on Wall Zone 4 .05 � SF 9. Components & Cladding wind Pressure on Overhead Garage Dooj+46 ''� �'1�PSF 10. Loads: Floor o0 PSF Roof/dead PSF Roof/live,Ze7 PSF 11. Shear Walls Considered for Structure? Yes �No (if No, attach explanation) 12. Continuous Load Path provided? Yes V" No (if No, attach explanation) 13. Are Component and Cladding Details Provided? Yes ✓ No _ (if No, attach explanation) 14. Minimum Soil Bearing Pressure: Presumptive: _ By Test: PSF As wimp by my seal, I hereby certify that the !For• _n L—Inded with this cerliflication is true and corm,' : the best of W d belief. Name: �jD1�Y �l�N Cert #• lS��S�a Design FirnY CAN rZ��ate: FA SLCCDV Form # 020-00 Revised 5/18/09 (CL) 7. Components &Cladding Wmd Pr ensure on oo new .� .� 8. Componen•'s & Cladding Wind Pressure on Wall Zone 4 .05 � SF 9. Components & Cladding wind Pressure on Overhead Garage Dooj+46 ''� �'1�PSF 10. Loads: Floor o0 PSF Roof/dead PSF Roof/live,Ze7 PSF 11. Shear Walls Considered for Structure? Yes �No (if No, attach explanation) 12. Continuous Load Path provided? Yes V" No (if No, attach explanation) 13. Are Component and Cladding Details Provided? Yes ✓ No _ (if No, attach explanation) 14. Minimum Soil Bearing Pressure: Presumptive: _ By Test: PSF As wimp by my seal, I hereby certify that the !For• _n L—Inded with this cerliflication is true and corm,' : the best of W d belief. Name: �jD1�Y �l�N Cert #• lS��S�a Design FirnY CAN rZ��ate: FA SLCCDV Form # 020-00 Revised 5/18/09 (CL) "OILNECAWind Version 2.0.3.0 ASCE 7-05 1 COPY Developed by MECA Enterprises, Inc. Copyright 2011 www.mecaenterprises.com Date 2/22/2011 Project No. 1226.00 Company Name GJB I ARCHITECT, PA Designed By GJB Address 333 17th Street, Suite J Description Crull Residence City Vero Beach Customer Name Diana & Jeff Crull State Florida Proj Location N. Hutchinson, Is., Florida File Location: F:\Botta\GJB\1226\150 MPH.wnd a 3 L 2: 3 3L2 3 Roof not show-n I r--,---1---r- ;,, a 3� 2 13 3 WAS Gable RGGf 7 < 0 = 4-5 Wind Pressure on Components and Cladding Width of Pressure Coefficient Zone "a" = 6.6 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf -------------------------------------------------------------------------------- Door 01 6.00 10.00 60.00 4 0.863 -0.963 46.875-51.371 Door 02 12.00 8.00 96.00 4 0.827 -0.927 45.254-49.750 Door 03 5.00 8.00 40.00 4 0.894 -0.994 48.273-52.769 Door 04 3.00 8.00 24.00 4 0.933 -1.033 50.034-54.530 Door 05 9.00 8.00 72.00 5 0.849 -1.097 46.246-57.423 Window A 7.33 8.00 58.64 4 0.864 -0.964 46.954-51.450 Window B 4.50 5.25 23.63 4 0.934 -1.034 50.089-54.585 Window C 3.17 4.75 15.06 5 0.969 -1.337 51.642-68.215 Window D 2.25 6.33 14.24 4 0.973 -1.073 51.834-56.330 Window E 3.17 6.33 20.07 4 0.947 -1.047 50.652-55.148 Window F 2.08 2.00 4.16 4 1.000 -1.100 53.053-57.549 Window G 2.08 2.08 4.33 4 1.000 -1.100 53.053-57.549 Window H 3.33 4.00 13.32 4 0.978 -1.078 52.065-56.561 Door 06 3.00 8.00 24.00 5 0.933 -1.266 50.034-65.000 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.92 Qhcc:.00256*V^2*I*Khcc*Kht*Kd = 44.96 psf W,A.4�' 'IS 14 I&AiZA 51" f-."fv I Valve "a 0, 5VMe T gev o, I q 0 ee"Js j O-Z i _• :ma`s• Type of Appliance Rinnai model number Operation / Installation Minimum/Maximum Gas Rate (Input) Electrical Electrical Consumption Ignition System Hot Water Capacity Temperature Temperature (without remote) Approved Gas Types Thermal Efficiency Energy Factor (EF) Service Connections Water Flow Control Minimum/Maximum Water Supply Pressure 10.0 c 8.0 C Q 7.0 `i 6.0 5.0 49) 4.0 co 3.0 2.0 1.0 0.0 0 0 2010 Rinnai Corporation Condensing, Tankless, Temperature controlled, continuous flow, gas hot water system, Energy Star Qualified REU-KA3237WD-US Forced combustion; outdoor only 9,500 (Natural Gas), 10,300 (Propane) - 199,000 BTU/h Appliance: AC 120 Volts - 60 Hz Temperature Controller: DC 12 Volts Normal 59 watts Standby 2 watts Anti -frost protection 172 watts Direct electronic ignition 0.4 to 7.6 GPM (50° F rise) 0.4 to 9.8 GPM (35' F rise) 980 - 1200 F (factory default) Maximum temperature is selectable at 120' F or at 140' F; 980 -1850 F available with the MCC-91 controller for commercial and hydronic applications 1200 F (factory default) Natural or Propane (ensure unit matches gas type) Natural Gas: 95% Propane: 95% Natural Gas: 0.93 Propane: 0.93 Gas supply: 3/4 inch MNPT Cold water inlet: 3/4 inch MNPT Hot water outlet: 3/4 inch MNPT Water flow sensor, electronic water control and by-pass control 15 -150 PSI (50 PSI or above is recommended for maximum flow) _...._ -` _. .,..._...,.._......--"-i---- ..�__.,—.. ............ _. _.:._.....:.. .........,._ -- ....... -j - t_•_.____1__1___ __ :_.�__ :„ _,{___-'___ 4___�.---y___ _._.t.___-------_.•._ ...----._:.-..-..-..- .. ._.._.. i...._._: v_._. _..........__......_...._..-.........__...>..._.....-... _...:__.:-............ . ...-.._.�_....._..�.: } -_.T_-...;._......d.........t.._.__'_--i-_...;._......F._. t- _Y.._: _..�:..Y-:_::- .. :::,1..................___L._.: a . �...._}.......j....._ _..}.._...:. _...... }......}........}..._...........} ................}......;....._ ..._..._....;.......;........}................:...._..;.. }.......}......:....._;..._-;...._..;........I........:.....:;.......;......;.......;.... Y-.-_..._... 25 50 75 100 delta T - Temperature Rise (IF) RC98HPe SP 8/2010 125 150 0 'Rlllllal. Controller Controller Cable Safety Devices Clearances from Combustibles Clearances from Non -combustibles * 24 inches required for serviceability Min. / Max. Gas Supply Pressure Manifold Gas Pressure (inches W.C.) NOx Warranty MC-91-1US (included) Deluxe controller: MC-100V-1 US (optional) Bathroom controller: BC-100V-1 US (optional) MCC-91-1 US (for commercial applications) Non -polarized two -core cable, minimum 22 AWG • Flame failure - Flame Rod • Boiling protection • Combustion fan rpm check • Over current - glass fuse (3 amp) • Top of heater - 12 inches • Front (Panel) - 24 inches • Front (Exhaust) - 24 inches • Top of heater - 2 inches • Front (Panel) - 0 inches • Front (Exhaust) - 24 inches Natural Gas: min 5" W.C. Propane Gas: min 8" W.C. • Remaining flame (OHS) • Thermal fuse • Automatic frost protection • Back of heater - 0 inches • Bottom of heater - 12 inches • Sides of heater - 6 inches • Back of heater - 0 inches • Bottom of heater - 2 inches • Sides of heater - 1/8 inch max 10.5" W.C. max 13.5" W.C. Natural Gas: high fire 2.2" W.C. low fire 0.63" W.C. Propane Gas: high fire 3.1" W.C. low fire 1.00" W.C. Meets California and Texas NOx Emission Rules Heat exchanger: 12 years* for residential and 5 years* for commercial and hydronic applications; (10 years* if used with the Rinnai Hydronic Air Handler); all other parts 5 years*; labor 1 year; (* 3 years if used as a circulating water heater within a circulation loop, when the water heater is in series with a circulation system, all circulating water flows through the water heater and without an on -demand recirculation system). Refer to the manual for complete warranty information. • WEIGHT: 70.5 LBS � C ,. 1; D F H J I A i I DIM DESCRIPTION in (mm) A Width 18.5 (470) B Depth 10.7 (271.9) Rinnai Corporation • 103 International Drive •Peachtree City, GA 30269 •Toll -Free: 1-800-621-9419 •Fax: 678-829-1666 • www.rinnai.us -Ir4unoo Olon1 .19 '*'OA0A Oilqnj z1oz Z e73 0 :&Z OTOZ/9v60pas!AGX 601EV6:000'IS l) cl) -L-L- :(HMJAVG) 2NOHd :ZLVJLS —r--W�g OT W-\ :AM "-4'-QS -14Q fl :ss3saav --An wvx I�j —1 ID-C :3 :NOIlVWHG&JH3TJ9M5F/K3UM3HV . - a vv c.-O o r wya C L OLS --Z L-t- :WOHJ UEZ '.RLVJLS a--d -4-vZEI :ss3u([(Iv :3wvm :(apauv(l) aKoll[d :az :2LLVJLS :� V I&HOD MMOD 3Dfl'l 7JLS V IJLx37/*9" ru P alvis :mouvwHcwmHoJDVHjKO3 '1*4 OJS rn 0 p :SNOISlAam jDaroxi. ao mouxiDsaa aammW SMINOUVOorl AmoiWilaaroad Docrimff Roil mouvarijav £SS I-Z96(ZLL) R-C 51AV VWDIHA OOEZ yrofflm adoz) T f)mcrmg .9 le iaga NOISIAHR # ImHad :AqNo asa 2DI"o 1; Gregory John Burke I ARCHITECT, PA 333 17th Street, Suite J Vero Beach, FL 32960-5686 PH:772-299-6999 FX:772-299-6444 Lic. No. AA26001974 Web: burkearchitects.com 09 February 2012 Mr. Jeff Crull 1390 Bayshore Drive Fort Pierce, Florida 34949 Dear Jeff: REF: CRULL RESIDENCE 81 Queens Road Fort Pierce, Florida 34949 GJB I A Proj No. 1226.00 FEB 2 4 2012 C3;.V Public Works St. Lucie County, FL In response to your request from a site review performed by the St. Lucie County Building Department, I am forwarding the following information. The inspector requested that a method be designed for eliminating one of the windows in the Morning Room, located on the west side of the home. The opening will require 2 x 4 stud framing at 16-inches on center. The opening will be framed with pressure treated 2 x 4s around the entire perimeter. The perimeter will be shimed by no more than 1/4-inch, if required. The 2 x 4's will be anchored to the concrete masonry with min 1/4" diameter tapcons, with a minimum 3-inch embedment into the block. The tapcons will be located no more than 8" from the end of the member and no more than 12-inches on center in the remainder of the length. The stud framing shall be anchored to the perimeter frame with Simpson Strong Tie Model No. SSP stud anchors with 1-10d x 1 1/2-inch galvanized nails. The exterior face will be required to be finished with 1/2-inch thick, exterior grade CD-X plywood. Attach the plywood to the framing with 8d ring shank galvanized nails at 6- inches on center on the perimeter and the field. Add minimum 20 pound felt building pa- per and galvanized metal lath to receive the cement plaster finish. Use control joints around the perimeter of the opening to control the expansion and contraction between the wood and masonry construction. Jeff, should you require any further information, as always contact me at your conven- ience. Regards, E�l WIL " - Gregory John Burke, AIA, NCARB President FILE COPY .t 1000 s�, LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMP CE REVIEWED BY DATE 2 PLANS AND PERMI MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE E- OFi. SURVEY.j BOUNDARY I PLOT PLAN U C TIE IN FINAL TOPOGRAPHIC COMPLETED ON: 1 6-17-10 1 1-04-11 n• LEGAL DESCRIPTION: o A LOT 22 IN BLOCK 25 OF QUEENS COVE UNIT 3, ACCORDING TO THE PLAT THEREOF AS I� RECORDED IN PLAT BOOK 20, PAGE 18, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. ABBREVIATIONS: o (C) = CALCULATED (M) = MEASURED (P) = PLATTED o CMP = CORRUGATED METAL PIPE �- CNS = COULD NOT SET CONC = CONCRETE FFE = FINISHED FLOOR ELEVATION o FND = FOUND 5/8" IRON REBAR IRC = 5/8' IRON REBAR WITH PLASTIC CAP PCOR = PROPERTY CORNER IR = 5/8' IRON REBAR PL = PROPERTY LINE PUDE = PUBLIC UTILITIES AND DRAINAGE EASEMENT R/W = RIGHT-OF-WAY R = RADIUS OF CURVE L = LENGTH OF CURVE SF = SQUARE FOOT 0 = DELTA OF CURVE O = SET 5/8" IRON REBAR WITH PLASTIC - CAP 'AJP PSM 6330" X St. Lucie county'I Environmental mr.,construction SURVEYORS NOTES: 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE SHOWN HEREON. W. 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. ? 3. THIS SITE LIES WITHIN FLOOD ZONE "AE", BASE FLOOD W� ELEVATION= 6.0 ACCORDING TO THE FLOOD INSURANCE -j RATE MAP, COMMUNITY PANEL NO. 12111CO089 G, EFFECTIVE DATE NOVEMBER 4, 1992. 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE v Q SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD a vVi ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. 5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF LOT 22 AS BEING S01'59'30"W ACCORDING TO THE PLAT DESCRIBED HEREON. 6. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS OTHERWISE NOTED. 7. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. SAFE UPLR%d'"@VAT0 -'rP-E AR IfVERS ® DEP) APPROXIMATE MHW + 0.5 = 0.00 NAVD 1988 CONVERTED TO NGVD 1929 = 1.47 NGVD 1929 LOT 21 BLOCK 25 VACANT oym zNN 0 0, m J_ Qe Z LAST FIELD DATE: 6-17-10 SCALE: 1 "=30' ALEXANDER J. PIAZZA PSM, INC. CERTIFIED T0: JEFF & DIANE CRULL DATE: 6-17-10 Surveying • Mapping • Consulting ; 619 SW Biltmore Street DRAWN: CJM Port St. Lucie, Florida 34983 I hereby certify,thai the.survey sfibW heReo6'As true and JOB NO.: ® Phone: (772) 340-7770 correct and is -based -on actuol-measeu'rer►ent's. Taken in the Fax: (772) 340-2250 field. This survey meets thc-!Vllh=l Tecnnica'^Standards 10-0845 LB#7280 of Chapter '51G 7 Flo ida administrative ?de. DATE: REV ISIONS:/�E"�r, 2-03-11 ADD SAFE UPLAND LINE PER DEP Y ALEXAND J.PiAZZ�Cj Professional ._urveyorAc Mappar FB PG• I Florida Cerllificate No.: 6330 . 'TYPE OF SLtRVEY: ' BOUNDARY PLOT PLAN U C Tit N FINAL ' ' TOPOGRAPHIC COMPLETED ON: 1 6-17-10 1 1-04-11 LEGAL DESCRIPTION: o SURVEYORS NOTES: LOT 22 IN BLOCK 25 OF QUEENS COVE UNIT �I 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE 3, ACCORDING TO THE PLAT THEREOF AS I� SHOWN HEREON. RECORDED IN PLAT BOOK 20, PAGE 18, OF W• 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE THE PUBLIC RECORDS OF ST. LUCIE COUNTY, �` LOCATED UNLESS OTHERWISE SHOWN. FLORIDA. ? II 3. THIS SITE LIES WITHIN FLOOD ZONE "AE BASE FLOOD it ELEVATION-- 6.0 ACCORDING TO THE FLOOD INSURANCE ABBREVIATIONS: Q RATE MAP, COMMUNITY PANEL NO. 12111 CO089 G, o c� EFFECTIVE DATE NOVEMBER 4, 1992. (C) =CALCULATED U L 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE (M) = MEASURED SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD (P) = PLATTED o afn ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. CMP = CORRUGATED METAL PIPE 5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE CNS = COULD NOT SET OF LOT 22 AS BEING S01'59'30"W ACCORDING TO THE CONC = CONCRETE PLAT DESCRIBED HEREON. FFE = FINISHED FLOOR ELEVATION o 6. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS FND = FOUND 5/8" IRON REBAR OTHERWISE NOTED. IRC = 5/8" IRON REBAR WITH PLASTIC CAP 7. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED PCOR = PROPERTY CORNER SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. IR = 5/8" IRON REBAR PL = PROPERTY LINE PUDE = PUBLIC UTILITIES AND DRAINAGE EASEMENT R/W = RIGHT-OF-WAY R = RADIUS OF CURVE L = LENGTH OF CURVE SF = SQUARE FOOT pY= A = DELTA OF CURVE LzN O = SET 5/8" IRON REBAR WITH PLASTIC LOT 21 VACANT BLOCK 25 CAP "AJP PSM 6330" J -16 m ¢_ z 3Z 3Z 9 ap I c= m� I N a:z W xV xV M Wo N I ZQ Q 3o 0 m 00 75.00' ��ii ��i I 75.00' - O fn R N fn l iy NdLa � \y, aW WV� p > I �7 �° S88000'3b"E x 160.40' IEPHONE �s Z a" �01 an 0) ri a I in Q p �� O > to O x :33 N — 200"„�f '' '.' 46.40 a r+ .67 I I Q �� 3 1 '9d' } o i� T K 0 W O Z a I\ Z LU ryw I I N�W� ro p O N \� c) R cc YOZ I� 7.33�V 6 6� W�x caw d � W Q 1 Z Y ry Z I g oo 0 LLILLI o COVERED W- rnya p O O O o xa• c0i / 0n i \ O•-p� of ENTRY a� "o N r- N 00 I mpWW 7.33' .3j aaL 0 O F.O. 9 / cr 14.67' fnEn N g - -- ,7.0' o ,t0 . O li �q dE31! 7i/ Z / I �0 t` 33 O ~ YXO M Z Q= ONi 0 0 M PROPOSED O) g m }iwn - N I ` ,/� D IVE N CLL Uj n U ~RP 56.63' 11 0 e Q Z Z p Y IRROPO EN .I -� 50_� �"• T—22:67'--� O W m aLLI Z N <� It. 0)I PROPOSED I U fn L 01 w rn DIVE Q II X 80• DDI 16194 6 W J % 4 �' ED SIGN ah N O W / P WATOER 5.15 LINE PROPOSED l,1 METER p m 20 0' NOVACANTTED Izo J I I 81 QUEENS ROAD LAST FIELD DATE: 6-17-10 ALEXANDER J. PIAZZA PSMINC. CERTIFIED T0: SCALE: 1 =30' . , JEFF & DIANE CRULL DATE: 6-17-10 Surveying " Mapping " Consulting 619 SW Biltmore Street ` DRAWN: CJM Port St. Lucie, Florida 34983 1 hereby certify .fiat the su ev.shown hereon =9s true and JOB NO.: *LEBf7280 Phone: (772) 340-7770 correct and is --based on actu'T loseurements "taken in the FOX' (772) 340-2250 field. This surveymeets the Minimrm Technic;, Standards 10-0845 of Chapter 611317 Florida oeyin strTQ,;ive odyc,- DATE: REVISIONS: ALEY.RND J. PIA Professional ur`veyor`& Mapper FB PG' I Florida Certificate ,No.: 6330 TYPE OF, SUIVEY:.�� BOUNDARY PLOT PLAN U C TiE itiz FINAL►="�r TOPOGRAPHIC COMPLETED ON:) 6-17-10 : i LEGAL DESCRIPTION: o SURVEYORS NOTES: LOT 22 IN BLOCK 25 OF QUEENS COVE UNIT �I 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE 3, ACCORDING TO THE PLAT THEREOF AS I� SHOWN HEREON, RECORDED IN PLAT BOOK 20, PAGE 18, OF W• 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE THE PUBLIC RECORDS OF ST. LUCIE COUNTY, t` LOCATED UNLESS OTHERWISE SHOWN. FLORIDA. II 3. THIS SITE LIES WITHIN FLOOD ZONE "AE BASE FLOOD ELEVATION= 6.0 ACCORDING TO THE FLOOD INSURANCE ABBREVIATIONS: Q RATE MAP, COMMUNITY PANEL NO. 12111 CO089 G, o U EFFECTIVE DATE NOVEMBER 4, 1992. (C) = CALCULATED 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE (M) = MEASURED V SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD (P) = PLATTED a to ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. CMP = CORRUGATED METAL PIPE 5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE CNS = COULD NOT SET OF LOT 22 AS BEING S01'59'30"W ACCORDING TO THE CONC = CONCRETE PLAT DESCRIBED HEREON. FFE = FINISHED FLOOR ELEVATION o 6. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS FND = FOUND 5/8" IRON REBAR OTHERWISE NOTED. IRC = 5/8- IRON REBAR WITH PLASTIC CAP 7. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED PCOR = PROPERTY CORNER SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. IR = 5/8" IRON REBAR PL = PROPERTY LINE PUDE = PUBLIC UTILITIES AND DRAINAGE EASEMENT R/W = RIGHT-OF-WAY R = RADIUS OF CURVE L = LENGTH OF CURVE SF = SQUARE FOOT �N A = DELTA OF CURVE LOT VK 25 21 ACANT�� O =SET 5/8 IRON REBAR WITH PLASTIC CAP "AJP PSM 6330" m J J s K, Z 3Z 3Z Z WM a a M a^ la to 75.00' a� a� I op 3o O m fn �vWi �tWn 75.00' II NN x NaLLI Z HUH z �� S88*00'3b"E 160.40' TE IEPHONE `TS l��` O BOAR z ^ n • �� - `tx Co - 3o 'r a o o O p 50.00' M I < O xGi 5.3 ro .67 N 0_ M ^6'6 a 9.33 2.00 46.40' W .67 I c 'n J Wz Wz >- ^ T K R W 0 I (n = Z W q tN ro p Z Q Q min ^ wx I NOW 7.33� Wv O 0 W N p co 0 W m Y~Z 6.67 ,� x gxw 0_ 0 Q Z C.3 0 / a imp UNW o COVERED pa� u�iya p 0 D O oo xp� c� / �a i \ Opp of ENTRY a� "p N � N o mOW 7.33' .3' a in o / ��I �ID� o 3 w ^ 14.67' I— V) a a 31.07 7.0 3 Z / $ c I OEL 10 3 M Z� Q xCn � 0o I M PROPOSED ,^p � LLI mop N ` N DIVE N N U �> 56.63' llit 50.00' c 1— Q Z ZO unw, I n 22.s7' 0 W m aZ e y(+��Riii I PROPOSED (N ti 1ji��1'A11 p+�' DRIVE I N I W p Iat1P►PP*led � � PROP - U N u7 Q U 16 S d weH 94 cN � N w ` PROPOSED WATOESR 5.15 LINE PROPOSEDjCXJ Date'. , I METER p m 20 0' NOT PLATTED I zLL- w Rpvi6Wet: ; 4 VACANT I I 81 QUEENS ROAD LAST FIELD DATE: 6-17-10 ALEXANDER J. PIAZZA PSMINC. CERTIFIED TO: ; - SCALE: 1 =30' . , JEFF & DIANE CRULL DATE: 6-17-10 Surveying • Mapping • Consulting 619 SW Biltmore Street r DRAWN: CJM Port St. Lucie, Florida 34983 = I hereby certify that the survey shown -hereon is true and JOB NO.: *LEBf7280 Phone: (772) 340-7770 correct and i.s based•oalgctual measeur`am is taken in the Fax• (772) 340-2250 field. This survey meets -the Minimm Technical Standards 10-0845 of Chapter 51G17 Florida administrative Bode. DATE: REVISIONS: .Gc_ ALEXAND J. PIAZ Professional Surveyor & Mapper GR Pf:• I Florida Certificate No.: 6330 `TYPE Or: SURVEY: BOUNDARY PLOT PLAN U C TIE IN FINAL TOPOGRAPHIC COMPLETED ON: 1 6-17-10 1-04-11 6-21-11 LEGAL DESCRIPTION: o SURVEYORS NOTES: LOT 22 IN BLOCK 25 OF QUEENS COVE UNIT A �` I 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE 3, ACCORDING TO THE PLAT THEREOF AS ~ RECORDED IN PLAT BOOK 20, PAGE 18, OF I \�Iv tz �-j. SHOWN HEREON. 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE THE PUBLIC RECORDS OF ST. LUCIE COUNTY, r�7 LOCATED UNLESS OTHERWISE SHOWN. FLORIDA. ? 3. THIS SITE LIES WITHIN FLOOD ZONE "AE", BASE FLOOD W Lu ELEVATION= 6.0 ACCORDING TO THE FLOOD INSURANCE ABBREVIATIONS: Q ^ RATE MAP, COMMUNITY PANEL NO. 12111C0089 G, o U EFFECTIVE DATE NOVEMBER 4, 1992. (C) = CALCULATED , 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE (M) = MEASURED V SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD (P) = PLATTED to a to ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. CMP = CORRUGATED METAL PIPE 5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE CNS = COULD NOT SET OF LOT 22 AS BEING S01'59'30"W ACCORDING TO THE CONC = CONCRETE PLAT DESCRIBED HEREON. FFE = FINISHED FLOOR ELEVATION o 6. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS FND = FOUND 5/8" IRON REBAR OTHERWISE NOTED. IRC = 5/8" IRON REBAR WITH -PLASTIC CAP 7. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED PCOR = PROPERTY CORNER SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. IR = 5/8" IRON REBAR PL = PROPERTY LINE PUDE = PUBLIC UTILITIES AND DRAINAGE EASEMENT R/W = RIGHT-OF-WAY PERMIT #: 1101-0001 R = RADIUS OF CURVE L = LENGTH OF CURVE SF = SQUARE FOOT A = DELTA OF CURVE zV)N O = SET 5/8" IRON REBAR WITH PLASTIC ``o rn CAP "AJP PSM 6330" m J_ J Q" Z yGu 4 'O��` LOT 21_ BLOCK 25 , 0� ?'0a6e5 81 QUEENS ROAD LAST FI c� mz WR 3a Y= O �?<N Q" o) Mo— m: Z ZO m aZ O) O N En W J W DATE: 6-21-11 SCALE: 1 "=30' DATE: 6-21-11 ALEXANDER J. PIAZZA PSM, INC. Surveying • Mapping •Consulting 619 SW Biltmore Street Port St. Lucie, Florida 34983 ® Phone: (772) 340-7770 Fax: (772) 340-2250 L8f7280 CERTIFIED T0: JEFF & DIANE CRULL . • �� , .. ; � , , X DRAWN: CJM JOB NO. 10-0845 DATE: CR PC• i I hereby certify that the survey sh� ,-hereon i3 rua_ and correct and is based on actual mease4renents taken is the field. This survey meets the Minin m_Technical Stannards of Chapter 61G17 Flonida_aaninist;'nti -Ae. . '..G •, ALEXAND J. • PIAZ'�{E Professional Surveyo apper, Florida Certificate No.: G330 REV ISIDNS: