Loading...
HomeMy WebLinkAboutNOA # 18-0911.05RECEIVED 1uN 0 9 IN MIAMI-DADE PeCmitting Dep u t enMIAMI—DADE COUNTY Ea St. LucieMODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadtgov/economy Regency Plus, Inc. 2000 Locust Gap Highway Mount Carmel, PA 17851 This NOA is being issued under the applicable rules and regulations governing the use of construction - materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER- Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 DESCRIPTION: Series "5000" White PVC Single Hung Window - L.M.I. O O : rawmg o. 0 2, tit a pact Series 5UOO Single Hung Window - L.MT% sheets 1 through 5 of 5, dated 11/26/08, with revision J dated 01/08/18, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Section. 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, series, 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.18-0122.13 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. y1010211b NOA No. 18-0911.05 Expiration Date: July 22, 2020 Approval Date: October 11, 2018 Page 1 Regency Plus, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1210.13) 2. Drawing No. RPLS0062, titled "Impact Series 5000 Single Hung Window - LMI" sheets.1 through 5 of 5, dated 11/26/08, with revision J dated 0.1/08/18, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. (Submitted under previous NOA No.18-0122.13) B. TESTS 1. 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 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 along with marked -up drawings and installation diagram of a white PVC single hung window, prepared by National Certified Testing Laboratories, Test Report No. NTCL-110-11537-1, dated 08/18/08, revised on 09/03/08, signed and sealed by Harold E. Rupp, P.E. (Submitted under NOA No. 08-1210.13) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5' Edition (2014), dated 09/01/15, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. (Submitted under NOA No.15-0618.04). 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 16-0712.03, issued to ENERGI Fenestration Solutions USA, Inc., for their White Rigid PVC Exterior Extrusions for Windows and Doors, approved on 08/10/17, expiring on 02/28/18. Manuel Per Product Control amin r NOA No.1 .05 Expiration Date: July 22, 2020 Approval Date: October 11, 2018 E-1 Regency Plus, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61 Edition (2017), dated January 8, 2018, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. (Submitted under previous NOA No.18-0122.13) 2'. Laboratory addendum letters in the Test Report No. NTCL-110-11537-1, issued by National Certified Testing Laboratories, dated 03/31/09 and on 05/01/09, both signed and sealed by Harold E. Rupp, P.E. (Submitted under NOA No. 08-1210.13) 3. Laboratory compliance letter in the Test Report No. NTCL-110.11537-1, issued by National Certified Testing Laboratories, dated 08/18/08, signed and sealed by Harold E. Rupp, P.E. (Submitted under NOA No. 08-1210.13) G. OTHERS 1. Notice of Acceptance No. 15-0618.04, issued to Regency Plus, Inc. for their Series "5000" White PVC Single Hung Window — L.M.I., approved on 10/01/15 and expiring on 07/22/19. — il - �- & - Manuel r z, P.E. Product Contr I Exa finer NOA N 18- 11.05 Expiration Date: Ju 22, 2020 Approval Date: October 11, 2018 E-2 Regency Plus, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None B. TESTS 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 18-0122.02, issued to ENERGI Fenestration Solutions USA, Inc., for their White Rigid PVC Exterior Extrusions for Windows and Doors, approved on 03/08/18, expiring on 02/28/23. F. STATEMENTS 1. Letter from manufacturer requesting a 1-year extension to allow time to perform verification test, dated 06/11/18, signed by Tony Procopio, Plant Manager. 2. Testing agreement letter, dated 06/12/18 between National Certified Testing Laboratories (NCTL) and Regency Plus, Inc., issued by NCTL and signed by Justin L. Bupp, Laboratory Manager.. G. OTHERS 1: Notice of Acceptance No. 18-0122.13, issued to Regency Plus, Inc. for their Series "5000" White PVC Single Hung Window — L.M.I., approved on 03/08/18 and expiring on 07/22/19. 2. This is a one year approval, subjected to successful verification test. J Manuel erez, E. Product Contr 1 Exa er NOA No. 11.05 Expiration Date: July 22, 2020 Approval Date: October 11, 2018 E-3 REGENCY PLUS, INC. IMPACT SERIES 9000 SINGLE HUNG ffTNDOW - LMI INSTAUAnONANCHORAGEDETAMS GENERAL NOTES: 1. THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE (FBC) INCLUDING THE HIGH VELOCITY Q HURRICANE ZONE (HVHZ) AT THE DESIGN PRESSURE STATED HEREIN. li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m FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL "A 7. MATERIALS: 7.1 WINDOW FRAME MATERIAL: ENERGI FENESTRATION SOLUTIONS USA, INC., WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT MIAMI-DADE NOTICE OF ACCEPTANCE (NOA). 72 GLAZING INTERLAYER KURARAY AMERICA, INC. TROSIFOL NTERLAYER PER CURRENT MIAMI DADE NOTICE OF ACCEPTANCE (NOA). ® B. NOT USED. 9. GLASS MEETS THE REQUIREMENTS OF ASTM E130&04el. 10. DESIGNATIONS V AND'O" STAND FORTHE FOLLOWING: X:OPERABLE PANEL O: RXED PANEL It. A 1/3 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) SHOWN HEREIN. WIND LOAD DURATION FACTOR (Cd = 1.61 ® HAS BEEN USED FOR WOOD ANCHOR DESIGN WHERE WOOD -ONLY FAILURE GOVERNS. FOR OTHER MATERIALS, APPROPRIATE SAFETY FACTORS PER THE APPLICABLE DESIGN STANDARD ARE USED. 12 WHERE WIND -BOURNE DEBRIS PROTECTION REQUIREMENTS EXIST, USE OFAN APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED. INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. FOR HOLLOW BLOCK AND GROUP FILLED BLOCK, DO 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS NOT INSTALL INSTALLATION ANCHORS INTO MORTAR THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE PRODUCT INSTALLATION. EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR THRU MAIN FRAME WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM SIZE IS 1/4 INCH. SHIM WHERE SPACE OF 1116INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BE I I R. 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER 4. FOR INSTALLATION INTO WOOD FRAMING, USE #12 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-12 INCH 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS 7/8 HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE S. FOR INSTALLATION THROUGH IX BUCK TO CONCRETE / MASONRY, OR DIRECTLY INTO CONCRETE / MASONRY, USE 1/41NCH ITW ADVANCED THREADFORM TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING: 5.1. CONCRETE SUBSTRATE 5.1.1. 1 121NCH MINIMUM EMBEDMENT 5.1.2. 1-121NCH MINIMUM EDGE DISTANCE qq 52. MASONRY SUBSTRATE L 52.1. 1 INCH MINIMUM EMBEDMENT 522. 21NCH MINIMUM EDGE DISTANCE 6. FOR PARTING STOP INSTALLATION USE #B X 1 IX WOOD SCREWS.3V INCH MIN. EDGE DISTANCE REQ'D. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICKVENE;R AND SIDING. TABLE OF CONTENTS SHEET REV. SHEET DESCRIPTION 1 E GENERAL NOTES, INSTALLATION NOTES & D.P. CHART 2 E ELEVATION AND ANCHORLAYOUT 3 E VERTICAL SECTIONS 4 E HORIZONTAL SECTIONS, GLAZING DETAIL & BILL OF MATERIALS 5 E COMPONENTS & CORNER DETAIL ' )LLOWING PROPERTIES: A. WOOD PROTECTION.W OOD - PRESSURE TREATED '(PT) SOUTHERN YELLOW PINE MINIMUM SPECIFIC GRAVITY OF 0.55 LUMBER MUST COMPLY WITH CURREI, EDITION FBCIFRC AS RELATED TO WOOD PROTECTION. 'B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 2600 psi AND CONFORMS TO ACI 301. C. MASONRY - STRENGTH CONFORMS TO ASTM C90, MEDIUM WEIGHT WITH DENSITY> 117 PCF. ROCL'OT RENEi• 5b es eawplpi¢; w;* lbe Ft vEgA6 4.1ui1;e Ccds I Q�Q t t I DESIGN PRESSURE RATING (PSF) IMPACTRATING I LARGE MISSILE IMPACT LL , a �z L9 Z ZF O rn CL n- W i ad 8W CJ7g6 mgy? 0U o� 4 S�wLu 22 _1 pipee ��r,$,{{ 9 6 an ERNE 2 Robert J. Amonoo, PJi Ronda PA No. 49782 No 49752 STAT OF ;v .• � f o REVISED e wilh 1be Florid. 52" MAX. WIDTH 75" 46 314" MAX. MAX D.L.O. HEIGHT B D 3 3 33 3/4" O MAX E D.L.O. 4 I C \ 61/2" MAX. (TYP.) FROM PARTING 131/2" MAX. STOP CORNERS O.C. (TYP.) @HEAD & SILL 5 3/4" MAX. FROM FRAME CORNERS (TYP.) 6" MAX. FROM FRAME CORNERS (TYP,) 14114" MAX. O.C. (TYP.) STEEL REINFORCEMENT ® FIXED W/ (2) EVENLY SPACED METAL SCREWS INSTALLATION ANCHOR (TYP.) I 3" O.C. TYP. FOR WOOD SCREWS. 4" O.C. TYP, FOR CONCRETE SCREWS. ® } a tU�(7 z = m� B a- as } F W z o N OF za 0 aJ = o w Z z a y a z — — -- -- �� I O I I I I / I 32 3/4" �� PARTING STOP------ MAX 45 3/4" MAX. D.L.O. STEEL A ANCHOR (TYP.) `r D.L.O. X �� REINFORCEMENT 131/2" MAX. I �� 1 1/4" X 1/4" WEEP HOME III ��� 25/8" FROM END (TYP.)® O.C. (TYP.) 191/2" MAX. 41/2" MAX. FROM PARTING STOP I I A ���111 3 O.C. (TYP.) CORNERS (TYP.) ELEVATION A EXTERIOR VIEW ANCHOR LAYOUT EXTERIOR VIEW �Urr HEfl6'� �s xssep�l7aoaib the F7 20 1 ■ Robert J. Mmn . P.E. Flo,de RE No. 48752 o��JPMEs L"",. @: No 40iFv Gu' STATEI'Di ucp REmm plyi"g with the Florid°, s c"de r Im ProdBcl I WOOD BUCK PROTECTION BY OTHERS 17 1/4" ITW TAPCON A (SEE INST. NOTE 11A) ® INSTALLATION ANCHOR ONE BY WOOD BUCK BY 1 1/2" MIN. A 7 8" MIN. OTHERS (SEE NOTE 5, EDGE DISTANCE ONE BY WOOD EDGE DIST. A SHT. 1) BY OTHERS CONCRETE BY OTHERS a; v a oo •.a 'o � .� v 1 1/2" MIN. (SEE NOTE 5. SHT. 1) (SEE NOTE 4, SHT. 1) ;.; : •-o Q'• EMBEDMENT® SHEATHING r;.• c v ' a v - BY OTHERS EXTERIOR FINISH BY OTHERS EXTERIOR FINISH BY OTHERS J z •<< #8 X 1 1/z" =?1=.T,.t<' 18 #8 X 1 1/2" WOOD SCREW18`«?' WOOD SCREW #8 X 1 1/2" 78zp`: WOOD SCREW PERIMETER CAULK p BY OTHERS //o � SHIM SPACE 14 / I I PERIMETER CAULK II f I� 1q BY OTHERS C 1 � D 14 EXTERIOR 15 `\ / INTERIOR 1 4 EXTERIOR 15 B 1 HEIGHT SEE GLAZING DETAIL (ON SHEET 4) EXTERIOR 10 INTERIOR #8 X 1 1/2" a WOOD SCR A,_, PERIMETER CAULK BY OTHERSS 14 �� X 1 1/2- 18 WOOD SCREW EXTERIOR FINISH 0 BY OTHERS CONCRETE BY OTHERS (SEE NOTE 4, SHT. 1) .� ® a o 1 1/2" MIN. A ONE BY W00 L'I . e a ' . �,.a c EMBEDMENT BUCK BY OTHERS c .Qq a (SEE NOTE 5. SHT. 1) i' WOOD BUCK PROTECTION 1/4" ITW TAPCON 17 1 1/2" MIN. BY OTHERS (SEE INST. ,INSTALLATION ANCHOR EDGE DISTANCE ® NOTE 11A) . VERTICAL SECTION h coHcxslsst>BsrRA'I2 VERTICAL_ SECTION D WOODSUBSTRAT8 #12 WOOD SCREW AA INSTALLATION ANCHOR TWO BY WOOD BY OTHERS (SEE NOTE 4, SHT. 1) 1 1/2" MIN.® EMBEDMENT 18 #8 X 1 1 WOODS f 1 /4" MAX. WINDOW INTERIOR HEIGHT a. m 0�zz (��?� U vi _¢=1-�m uZ as lL j (fi W UVoIr FF OW �g W> w In d � � ages° O Robert J. Anv=, PE Florida P.E No. 49752 No 49752 STATE OF V r— htII�U.d'S' 4iCK£R3� PRODUCT REVISED a;eoss:'h5eg zeiPa the Ploe�Z <owoying with Lba &%Nn gen{+z �,er F3e 16'O�j!! 03' .116* cns 2$-Dt?1.l:� C VERTICAL SECTION -� =^%' °$ +`tea — 9 SASHATFD=RAH. +5.., t ,a;.�;•r,:,%y:rcoau>t tdiavei Prod4et 1 /4" MAX. INTERIOR SHIM SPACE 1B #B X 1 1/2" SHIM AS WOOD SCREW 3 10 1 REQUIRED414 1 1/2" MIN. EMBEDMENT — CONCRETE 19 15 1" MIN. EMBEDMENT — MASONRY® T ' -9. 1 1/2" MIN. EDGE DISTANCE — CONCRETE d ` A . • ' 2" MIN. EDGE DISTANCE — MASONRY® v I I LJLJ V 17 1/4" ITW TAPCON V •.Q .Q INSTALLATION ANCHOR 12 CONCRETE OR MASONRY o A. BY OTHERS Ov X. (SEE NOTE 4, SHT_ 1) V ISOLATION MATERIAL a" BETWEEN WOOD r NY BUCK & MASONRY 19 8 15 10•w..-r„ a OPENING BY OTHERS PERIMETER CAULK ONE BY WOOD BY OTHERS BUCK BY OTHERS EXTERIOR FINISH (SEE NOTE 5, SHT. 1) BY OTHERS WINDOW WIDTH 14 18 #8 X 1 1/2 EXTERIOR WOOD SCREW E HORIZONTAL SECTION CONQtBIE 11.1A50NRY SUBS18A78 `" EFS: ENERGI FENESTRATION SOLUTIONS USA, "ASTMA-A1008A/A109A RTT,i, OF MATFRTAi..4; ® CURRENT MD OA.C.,PER ITEM # DESCRIPTION MATERIAL MANUFACTURER 1 MAIN FRAME WHITE RIGID PVC "EFS 2 FIXED MEETING RAIL WHITE RIGID PVC "EFS 3 SASH & MEETING RAIL WHITE RIGID PVC "EFS 4 PANEL STOP / FRAME COVER WHITE RIGID PVC "EFS 5 SLOPED SILL COVER WHITE RIGID PVC "EFS 6 GLAZING STOP WITH HANDLE WHITE RIGID PVC "EFS 7 GLAZING STOP OPERABLE SASH WHITE RIGID PVC "EFS B GLAZING STOP (FIXED FRAME) WHITE RIGID PVC **EFS 9 POCKET INSERT WHITE RIGID PVC "EFS ZJN 10 0.270" HIGH CENTER FIN WEATHERSTRIP VINYL — 11 INTERLOCK COVER WHITE RIGID PVC "EFS 12 REINFORCEMENT (SASH)15 GA STEELALLOY 100811010- REGENCY PLUS, INC. 13 REINFORCEMENT (FIXED MEETING RAIL)15 GA STEEL ALLOY 100B11010' REGENCY PLUS, INC. 14 PARTING STOP WOOD PT SYP G=0.55 MIN, 15 SIKA FLEX 552 SILICONE SILICONE SIKA 16 #12 WOOD SCREW (INSTALLATION ANCHOR) STEEL 17 1/4-ITW ADVANCED THREADFORM TAPCON STEEL ITW 18 #8 X 1 1/2' WOOD SCREW STEEL — 19 718- O.A. INSULATED GLASS SEE GLAZING DETAIL, SHT 4) GLASS 20 BULB VINYL WEATHERSTRIP VINYL 21 HURRICANE TILT LATCH 1057 SEE NOTEBELO STEEL -ZINC COATEDVISIONIND. 22 ENDUR 9.8 SS SPACER STAINLESS STEEL 23 GLAZING PAD SETTING BLOCK-2NB-BK-125-0284= NEOPRENE hm N O E 1/4" MAX. 18 LL M SPACE yy00D SCREW m E AS S IRED 1 1/2" MIN.EMBEDMENT %'GI 14 Ulo (� u 7/8MIN. Lu ¢a N a EDGE DISTANCE ? W �J #12 WOOD SCREW 1B INSTALLATION ANCHOR 12 Q TWO BY WOOD m m C (SEOTHERS E NOTE 4, SHT_ 1) o .. ice T':?=i ' ONE BY WOOD $0� 'r" BUCK BY OTHERS ¢ =m 19 8 15 10 9 (SEE NOTE 5, SHT. 1) SHEATHING BY OTHERS PERIMETER CAULK 'ey a =w m z BY OTHERS �i a¢ o Luc 14 18 #8 X 1 1/2" o. 0 � Ot7 0 WOOD SCREW m m— NWINDOW WIDTH L. c�i � e EXTERIOR FINISH 0 O H pnai 4 g EXTERIOR BY OTHERS � o m wzo od r HORIZONTAL SECTrONS li �W , WDOD SUBSTRATE a� L�Fo �o `g�$ �l LL Robert J. Anwnreo, PM Florida P.E. No.40752 L_r�AVLJ QA W9R = WA-WM ` 1/2" GLASS BITE�C�oac�atSeEe'ptmi® �+pLsa4fuo U-:Ae D � EXTERIOR \ B INTERIORa F� 1 ode Iyyc» i — e 7/B" O.A. INSULATED GLASS UNIT CONSISTING OF: ® 19 EXTERIOR LAMINATED GLASS — (2) 1/8" ANNEALED GLASS W/ O.690' KURARAY AMERICA INC. TROSIFOL Q ® INTERLAYER, 0.39" AIRPSACE W/ DESICCANT MATRIX STEEL SPACER, INTERIOR 1/8" TEMPERED GUESS GLAZING DETAIL f SHOWN IN DRAWING. :No: 49 9, STATE O �w 0 MAINFRAME WHITE RIGID PVC 0.070' THK.® 12 Qa PANEL STOP/ FRAME COVER WHITE RIGID PVC r5/' 0.070-THK.® �--6, Q 1 5LJ/3-� GLAZING STOP FIXED LITE WHITE RIGID PVC 0.070' THK.® 1P REINFORCEMENT STEEL 0.050' THICK Fy = 30 - 50 KSI Flu = 37.5 - 68.7 KPSI 3/'4" II II 'II�Jf 7/16" Q2 FIXED MEETING RAIL WHITE RIGID PVC 0.066" THK.® 2 ,,, 6" 5 o � D�� �4" 2 3/16-- Q SASH & MEETING RAIL WHITE RIGID PVC 0.070" THK.® 1 411� D /2"1" O SLOPED SILL COVER © GLAZING STOP 10 GLAZING STOP WHITE RIGID PVC LIFT' HANDLE OPERABLE SASH 0.075' THKA, W141TE RIGID P�C WHITE RIGID PVC 3 1 /2" 0.055' THK 0.055" THK.® E�:� 5/16' �' 15/162 1/8" - L=r Ql I '11 1/8" 5/16" Qs POCKET INSERT 11 INTERLOCK COVER WHITE RIGID PVC 0.070" THK® WHITE RIGID PVC 0.075' THK® 13/116" 13/16" 1 1 /8" I -�-1 3/4" 13 REINFORCEMENT 1a PARTING STOP WOOD STEEL 0.050" THICK Fy = 30 - 50 KSI Fu - 37.5 - 68.7 KPSI -T- 15/16" f [[] 1 1/2" 1 0 W 3/4 -�- - 5/8" ® 2, TILT LATCH 0.697" STEEL - ZINC COATED 0.176. 0.323" 0.345" 0.205° I 0.377' OJOQ " 0.166' 0,377 2.260° 1.906' 0.669" D.B03" 1.067° 0 1.012" jT-01 0.709" f _j - 0.544" 0.157•- NOTE PARTING STOP EXTERIOR PERIMETER BY OTHERS TO BE SEALED TO 1X PT WOOD BUCK WITH SIKA551 SILICONE 1tomcr nmw mm , w O.Plying a"uh W Fkwi& 9alrlingcaa< 18-0°111.05 $asp.ao¢t do 6tpi:a3av D¢t¢ U �/� fir iliut Ie Vt^d�t S U W a mo S n 0 od oza a } i- _� x¢s(D en r-jWo yzN a�oa p-j(Do F ul Z.6 0U) pV OW �e i �2 o� Wa o �O Je z N 6 wo o $3 mE'E I R i Robert J. A-, P.E, Rorlda P.E. No. 49752 pe>taeerfn�q ��°, JRMES No 49175 0� , . STATE OF SSy�N oY E���4 I r I DDUCr REVk= maprybm wile me Fiww c � p Contr actor COPY � N Broward County Fenestration Voluntary Wind Load Chart* Per ASCE 7-10 Method 1, Part 1 and FBC (2017) for Retrofiting in Accordance with Formal Interpretation #5 For Detached One -and Two family dwellings and Multiple Single -Family Dwellings (Townhouses) with Mean Roof Height <- 30 feet Wind 170 mph (3-second gust) / Exposure C** / Kd = 0.85 / Kzt =1.0 / Pressures are in PSF / Not for use in Coastal (Exposure'D' areas) * Using Allowable Stress Design methodology (P = 0.6w) / ** Exposure shall be determined according to ASCE 7-10 Section 26.7.3 (Exposure Categories) Effective Wind Area Location: Gable or Hip oof) Roof Mean Roof Height of 15 feet Mean Roof Height of 20 feet Mean Roof Height of 25 feet Mean Roof Height of 30 feet Zone 1 1 2 3 Zone 1 2 3 Zone 1 2 3 Zone 1 2 3 + I - + - + - + - + - + - + - + - + - + - + - + I - 10 Gable/Hip Roof 05 70 (0 to 1.5:12) 16.0 -37.8 16.0 -63.4 16.0 -95.4 16.3 -40.2 16.3 -67.4 16.3 -101.4 17.1 -42.1 17.1 -70.6 17.1 -106.3 17.8 -43.7 17.8 -73.4 17.8 -110.4 20 16.0 -36.8 16.0 -56.7 16.0 -79.1 16.0 -39.1 16.0 -60.2 16.0 -84.0 16.0 -41.0 16.0 -63.1 16.0 -88.0 16.7 -42.6 16.7 -65.6 16.7 -91.5 50 16.0 -35.6 16.0 -47.7 16.0 -57.4 16.0 -37.8 16.0 -50.7 16.0 -61.0 16.0 -39.6 16.0 -53.2 16.0 -63.9 16.0 -41.1 16.0 -55.2 16.0 -66.4 100 16.0 -34.6 16.0 -41.0 16.0 -41.0 16.0 -36.8 16.0 -43.6 16.0 -43.6 16.0 -38.5 16.0 -45.7 16.0 -45.7 16.0 -40.0 16.0 -47.4 16.0 -47.4 10 Gable/Hip Roof*** 70 < 0 <_ 270 (1.5 to 6:12) 21.8 -34.6 21.8 -60.2 21.8 -89.0 23.1 -36.8 23.1 -64.0 23.1 -94.6 24.3 -38.5 24.3 -67.1 24.3 -99.2 25.2 -40.0 25.2 -69.7 25.2 -103.0 20 19.9 -33.6 19.9 -55.4 19.9 -83.3 21.1 -35.7 21.1 -58.9 21.1 -88.5 22.1 -37.4 22.1 -61.7 22.1 -92.7 23.0 -38.9 23.0 -64.1 23.0 -96.3 50 17.3 -32.4 17.3 -49.0 17.3 -75.6 18.4 -34.4 18.4 -52.1 18.4 -80.3 19.3 -36.0 19.3 -54.6 19.3 -84.2 20.0 -37.4 20.0 -56.7 20.0 -87.5 100 16.0 -31.4 16.0 -44.2 16.0 -69.8 16.3 -33.3 16.3 -47.0 16.3 -74.2 17.1 -35.0 17.1 -49.2 17.1 -77.8 17.8 -36.3 17.8 -51.1 17.8 -80.8 10 Gable Roof 27° < 0 5 45° (6 to 12:12) 34.6 -37.8 34.6 -44.2 34.6 -44.2 36.8 -40.2 36.8 -47.0 36.8 -47.0 38.5 -42.1 38.5 -49.2 38.5 -49.2 40.0 -43.7 40.0 -51.1 40.0 -51.1 20 33.6 -35.9 33.6 -42.3 33.6 -42.3 35.7 -38.1 35.7 -44.9 35.7 -44.9 37.4 -39.9 37.4 -47.1 37.4 -47.1 38.9 -41.5 38.9 -48.9 38.9 -48.9 50 32.4 -33.3 32.4 -39.7 32.4 -39.7 34.4 -35.4 34.4 -42.2 34.4 -42.2 36.0 -37.1 36.0 -44.2 36.0 -44.2 37.4 -38.6 37.4 -46.0 37.4 -46.0 100 31.4 -31.4 31.4 -37.8 131.41 -37.8 133.31 -33.3 1 33.3 1 -40.2 1 33.3 1 -40.2 135.01 -35.0 135.0 1 -42.1 35.0 -42.1 36.3 -36.3 36.3 1 -43.7 1 36.3 -43.7 *** For Hip Roofs with angle > 7 degrees (1.5:12) and:5 25 degrees (5.5:12), Zone 3 shall be treated as Zone 2 (Figure 30.4-2B, Note 7, p. 337) Effective Wind Area (ftZ) Location rIVlea_n.Roof Height_of 15 feet-? Mean Roof Height of 20 feet Mean Roof Height of 25 feet Mean Roof Height of 30 feet Zone Zone Zone Zone 4 1 5 �A p,Q 4 5 4 5 132.6 4 5 + 37 8- 33.8 I - 41A_ 193- -37.0 I + 37 8 --36 -1- 33.8 - _=50-6- _4_,_2 -42.7 + - + - + - + - + - + - 0 (�36.1 Wall 40.2 -43.6 40.2 -53.8 42.1 -45.7 42.1 -56.4 43.7 -47.4 43.7 -58.6 0T 38.3 -41.7 38.3 -50.1 40.2 -43.8 40.2 -52.6 41.8 -45.5 41.8 -54.6 50 36.0 -39.4 36.0 -45.4 37.7 -41.3 37.7 -47.5 39.2 -42.9 39.2 -49.4 100 32.1 -35.3 32.1 -39.3 34.1 -37.5 1 34.1 -41.7 35.8 -39.4 135.8 -43.8 1 37.2 -40.9 37.2 -45.5 500 28.2 -31.4 28.2 -31.4 29.9 1 -33.3 1 29.9 -33.3 31.4 -35.0 1 31.4 -35.0 1 -36.3 32.6 -36.3 Garage Door Wind Loads for a Building with 30-foot Mean Roof Height Exposure C Tables 1609.7(1) & (2), and Section 1609.3.1 9. a t a a} 2-; 1 :; ,. -1-- -'- ' a F• ; 1 ; ; , --' -�- F _ _-` 5•; q ; 5 h 2 1 ' 5' i 4 .5 h:: a .t } Gable Roof Hip Roof Effective Wind Area Roof Angle Wind Load Width Height + - 8 8 0-10 degrees 35.2 -39.8 10 10 34.1 -38.2 14 14 32.3 -36.1 For Effective Wind Areas between those given, values maybe interpolated. Otherwise use the value associated with the lower Effective Wind Area. 9 7 > 10 degrees 38.4 -43.4 End Zone (a) shall be the smaller of 10% of Least Hor. Dist. or 40% of Mean Roof Height (W), but not less than 4% of Least Hor. Dist. or 3 ft. 16 7 36.8 -41.0 Identify the zone per the figure or information by others. Any questionable zone is to be considered the more critical zone. Design is based on the 3-second gust (wind velocity) for Risk Category II (general residential & commercial construction) per FBC 1620.2 Broward. These tables not for use with essential facilities or assembly occupancies. Page 2 of 2 FBC 6th Edition (2017) Formal Interpretation #5 Effective date; January 1, 2018 T t