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HomeMy WebLinkAboutProduct Approval - Double HungM IAM I -DARE MIAMI—DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economv Regency Plus, Inc. 2000 Locust Gap Highway Mount Carmel, PA 17851 SCOPE: 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 Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "5305 Tilt" White PVC Double Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. RPLS0064, titled "Series 5305 Tilt Double Hung Impact Vinyl Window", sheets 1 through 8 of 8, dated 01/12/09, 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. 18-0122.11 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. NOA No. 18-0918.04 MIAM4DADE COUNTY Expiration Date: May 06, 2020 Approval Date: October 11, 2018 Page 1 Remency 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. 09-0122.05) 2. Drawing No. RPLS0064, titled "Series 5305 Tilt Double Hung Impact Vinyl Window", sheets 1 through 8 of 8, dated 01/12/09, with revision J dated 01/08/18, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. (Submitted under previous NOA No. 184122.11) 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, and TAS 202-94 along with marked -up drawings and installation diagram of series 5305 tilt double hung vinyl window, prepared by National Certified Testing Laboratories, Test Report No. NCTL41041422-2, dated 10/02/08, with revision dated 01/08/09, and addendum letter dated 03/12/09, all signed and sealed by Harold E. Rupp, P.E. (Submitted under NOA No. 094122.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC Stn Edition (2014), dated 06/01/15 with revision dated 09/01/15, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. (Submitted under NOA No. 15-0618.02) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS L Notice of Acceptance No. 174114.14 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 Wi ows and Doors, approved on 08/10/17, expiring on 02/28/18. Man el erez, P.E. Product Co r Examiner NOA No. 18-0918.04 Expiration Date: May 06, 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 6th 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. 18-0122.11) 2. Laboratory compliance letter in the Test Report No. NCTL41041422-2, issued by National Certified Testing Laboratories, dated 10/02/08, with revision dated 01/08/09, signed and sealed by Harold E. Rupp, P.E. (Submitted under NOA No. 094122.05) G. OTHERS 1. Notice of Acceptance No. 15-0618.02, issued to Regency Plus, Inc. for their Series "5305 Tilt" White PVC Double Hung Window - L.M.I., approved on 10/01/15 and expiring on 05/06/19. P.E. Product Cont of Exa finer NOA .18- 18.04 Expiration Date: May 06, 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. 18-0122.11, issued to Regency Plus, Inc. for their Series "5305 Tilt" White PVC Double Hung Window —L.M.I., approved on 03/08/18 and expiring on 05/06/19. 2. This is a one year approval, subjected to successful verification test. Manuel Pe ez, .E. Product Control xa ner NOA No. 8-0 8.04 Expiration Date: May 06, 2020 Approval Date: October 11, 2018 E-3 REGENCY PLUS SERIES 9305 TILT DOUBLE HUNG IMPACT VIAIL WINDOW 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 HURRICANE ZONE (HVHZ) AT THE DESIGN PRESSURE STATED HEREIN. 2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT # NCTL-110-11422-2 DATED 12/01/08, ADDENDUM DATED 11/105/08 AND ADDENDUM 11 DATED 03/10/09 AND ASSOCIATED LABORATORY STAMPED DRAWINGS AND WERE TESTED IN ACCORDANCE WITH HIGH VELOCITY HURRICANE ZONE TESTING PROTOCOLS TAS-201, TAS-202 AND TAS-203. A 3. THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE Q TO THE STANDARDS LISTED IN THE CURRENT EDITION OF THE FLORIDA BUILDING CODE (FBC) AND IS IN COMPLIANCE WITH SAID STANDARDS INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) REQUIREMENTS. 4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD AND TO BE REVIEWED BY AGENCY HAVING JURISDICTION (AHJ). 5. 1X AND 2X BUCKS (WHEN USED) SHALE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD AND TO BE REVIEWED BY AHJ. 6. THE INSTALLATION DETAILS DESCRIBED Hqq, EIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, THEN THE BUILDING MAY ELECT ONE OF THE FOLLOWING OPTIONS: _LVST"_L4TI0NANCH0RAGE DETAILS A. OUTSIDE HVHZ: REQUIRE THAT A LICENSED ENGINEER OR ARCHITECT PREPARE AND SUBMIT SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. B. INSIDE HVHZ REQUIRE THAT A ONE-TIME SITE © SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL. 7. MATERIALS: 7.1 WINDOW FRAME MATERIAL: ENERGI FENESTRATION Q SOLUTIONS USA, INC., WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT MIAMI-DADE NOTICE OF ACCEPTANCE (NOA). Q 7.2 GLAZING INTERLAYER KURARAY AMERICA, INC. TROSIFOL INTERLAYER PER CURRENT MIAMI DADE NOTICE OF ACCEPTANCE (NOA). © 8. NOT USED. 9. GLASS MEETS THE REQUIREMENTS OF ASTM El300-04el SEE SHEET 6 FOR GLAZING DETAIL. 10. DESIGNATION "X" STANDS FOR THE FOLLOWING: X: OPERABLE PANEL 11. A 113 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) SHOWN HEREIN. WIND LOAD DURATION FACTOR (Cd = 1.6) 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.IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION REQUIREMENTS EXIST, USE OF AN APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED. TABLE OF CONTENTS SHEET REV. SHEET DESCRIPTION 1 D I GENERAL NOTES, INSTALLATION NOTES & D.P. CHART 2 D ELEVATION & ANCHOR LAYOUT 3 D ELEVATION & ANCHOR LAYOUT 4 D VERTICAL SECTIONS 5 D VERTICAL SECTIONS 6 D HORIZONTAL SECTIONS & GLAZING DETAIL 7 D BILL OF MATERIALS AND COMPONENTS 8 D COMPONENTS & CORNER DETAIL 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 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR 6 WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM SIZE IS 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 4. FOR INSTALLATION INTO WOOD FRAMING, USE #12 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 112 INCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS 718 INCHES. HAVE A CORROSION RESISTANT COATING, 9. FOR CONCRETE BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 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. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS 5. FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE / HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE MASONRY, OR DIRECTLY INTO CONCRETE / MASONRY, 8 FOLLOWING PROPERTIES: g USE 1/4 INCH ITW ADVANCED THREADFORM TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING: A. WOOD - PRESSURE TREATED (PT) SOUTHERN 5.1. CONCRETE SUBSTRATE YELLOW PINE. MINIMUM SPECIFIC GRAVITY OF 0.55 5.1A. 1 112 INCH MINIMUM EMBEDMENT 0 LUMBER MUST COMPLY WITH CURRENT EDITION 5.1.2. 1-1/2 INCH MINIMUM EDGE DISTANCE FBC/FRC AS RELATED TO WOOD PROTECTION. 5.2. MASONRY SUBSTRATE B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 5.2.1. 1 INCH MINIMUM EMBEDMENT 2500 psi AND COMPLIES WITH ACI 301. 5.2.2. 2 INCH MINIMUM EDGE DISTANCE C. MASONRY - STRENGTH CONFORMS TO ASTM C-90, MEDIUM WEIGHT WITH DENSITY >117 PCF. . 6. FOR PARTING STOP INSTALLATION USE #8 WOOD SCREWS. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING. 'kooucT RmEvmv is ; ale -w ASS the Flatift DESIGN PRESSURE RATING (PSF) IMPACT RATING LARGE MISSILE ±55.0 IMPACT 0 0 �2W �a r =U m F- LL Q o W i Wo a Q� Lu W d 0 O DW Q 2 w rn0� J= aQCL } (� J Z!-uj tr Q m00 o~ 0 0 N 3r O cl Z J � >- W Z >O Z Q Z (LO 0g _cf) UZ mz Z 0Q DJ J W P Z g 0 M m W E w rn N C, o UE N $� j i J .1 N 6L 6 o Lod a 2 C o @ L , a Ent < eI o a In t� 0 L0m U ,Lr, `4 m a a r;,'L m 0 n Robert J. Amoruso, P.E. Florida P.E. No. 49752 A Cs •' N0 �97,5 c • ar, �4 tV Oe 33 • STATE OF t.1 �' -.2� k- 0RID f c#GR 1 E t 0 0�gti PRODUCT REVISED as cbmipiying xvith the Florida BBuilding Cote 45-0IO2 X By MAX. O.A. WIDTH ®W/ PARTING STOP 55" MAX. O.A. FRAM E WIDTH 53" TOP SASH WIDTH 49.46" TOP SASH D.L.O. WIDTH 4515" MAX.® MAX. HEIGHT g I it X iEIGHT W/ UNIT 36.625 I �� PARTING FRAME ( II STOP HEIGHT �— — BOTTOM I jl �- SASH 1 ii HEIGHT X 36.625 !! BOTTOM SASH DLO WIDTH 46.8125" BOTTOM SASH WIDTH 50.125" ELEVATION EXTERIOR VIEW W/PARTING STOPS 2.63 TYP. @ HEAD & SILL FROM PARTING STOP CORNERS 4.00" TYP. FROM CORNERS OF WINDOW TOP SASH D.L.O. HEIGHT 32.913" 10.00" O.C. TYP. — © 2" O.C. I— TYP. BOTTOM SASH U.L.U. HE HT 33'1G13" ®REINFORCEMENT (TYP.) 10.00" 6.00" FROM JAMB @ HEAD & SILL F CORNERS TYP. of O.C. MAX. TYP. X it #121NSTALLATION SCREW (TYP.) —� I I I I 3.00'FROM CORNERS @ HEAD & SILL TYP. .I 15.67" @ HEAD &SILL 4.25TYP. FROM PARTING STOP CORNERS 3" O.C. TYP. FOR WOOD SCREWS, 4" O.C. TYP. FOR CONCRETE SCREWS. MEN #8 X 1-5/8" SCREWS THRU PARTING STOPS (TYP.) W/PARTING STOPS�— O o Q N O LL Z o 0 � Z N z� J 3 W ZF- o N o mm z 0 N K zl-� =a wrn�w0 n 0 J r. SOU p k ��Oom O Q Q j J 4O4 N N � J 0.6 nZ �w mo%d ,00co ��jme o L6 m W o� U aornuj vLOTM w <L xxNLL co w 0 IL Robert J. Amoruso, P.E. Florida P.E. No. 49752 *�etaee��sesi z o . o s o r<4 h �. a s �€�" mod. ,;tea , a��: .� 4o 4975 0 t4 . t :Cc ®..' �T TE OF .'1J vl% ease OORI as Bit,;I I 16 still 1k ROL�U%i ?EVtSED �mp(yins. ta�ith the Flcnri&a uildsng Code cce�t2irce No �� yP3F2E�t �8tc: D . 1 ;?Ft3CjttCi e 77" MAX. FRAME UNIT HEIGHT TOP IFSASHEIGHT 36.625 BOTTOM SASH HEIGHT 36.625 MAX. O.A. FRAME WIDTH 53" TOP SASH WIDTH 49.46" TOP SASH D.L.O. WIDTH 45.75" D E 4 4 ji jj X i! !i ii II (( C !f Ij 4 II jl ii it x j IC I! BOTTOM SASH DLO WIDTH 463125" BOTTOM SASH WIDTH 50.125" ELEVATION EXTERIOR VIEW W/O PARTING STOPS G TOP SASH 6 D.L.O. 6 HEIGHT 32.913" BOTTOM SASH D.L.O. HEIGHT 33.113" ETAI L 1 (SEE SHEET 7) 3.00" FROM CORNERS @ HEAD & SILL TYP, 0 13.75" O.C. MAX. TYPO REINFORCEMENT (TYP.) --� IF it it it x ii jl : I II ij II II )I Ij ! II i II 15.67" O.C. TYP. @ HEAD &SILL ANCHOR LAYOUT W/O PARTING STOPS 6.00" FROM JAMB CORNERS TYP. WOOD SCREWS, 4" O.C. TYP. FOR CONCRETE SCREWS. A co W co O ^, r O O 0 ti =U m m z W OF a Lu o` =W o a o N O LL z ;oj O CL rW Z } 3 Lu � W N o aaa C9= � J SQ ° N <L � o w fYOV �O J�� c°,m < -1 c� pa rn O C g J p N OO W aZ LL U O 1=w mod � too�a 0 0 Lk� Ld L)NNi(oa w d Kp N m m " a Robert J. Amoroso, P.E. Florida P.E. No. 49752 No 4975 `4�`••`0�',`Ei'V�` '�'y�'s000 STATE OF . .Cl�UCT IZEO/ISEi� c�mplpir� teeth tlas Flaritia il�ins bode ._ _ A CONCRETE BY OTHERS (SEE NOTE 4 ON SHEET 1) WOOD PROTECTION (SEE NOTE _ Al IA, SHT. 1) BY OTHERS - d d EXTERIOR FINISH :... . BY OTHERS 1 1/2" MIN. EDGE DISTANCE a a 1 1/2" MIN. A EMBEDMENT r1/4" MAX. SHIM SHEATHING BY OTHERS 7/8" MIN. EDGE DISTANCE 2X WOOD BY OTHERS (SEE NOTE 4 ON SHEET 1) I EXTERIOR FINISH - PERIMETER SEALANT o I PT WOOD BUCK BY OTHERS ®BY OTHERS 4 BY OTHERS 9 (SEE NOTE 5 1 ON SHEET 1 1/4" MAX. SHIM 1 1/2" MIN. 13 ) EMBEDMENT IEF3 EXTERIOR 8 INTERIOR PERIMETER SEALANT a4 4 6 ® BY OTHERS 9 2 1 1� WINDOW HEIGHT EXTERIOR EXTERIOR n 1 VERTICAL JTERIOR INTERIOR 2 WINDOW HEIGHT � �-r--' 5 ®1X PT WOOD BUCK BY OTHERS PERIMETER SEALANT a (SEE NOTE 5 ON SHEET 1) ® BY OTHERS 1 1/2" MIN. EMBEDMENT 1/4" MAX. SHIM - EXTERIOR FINISH a ° d a - A BY OTHERS CONCRETE m BY OTHERS (SEE NOTE WOOD PROTECTION (SEE NOTE 4 ON SHEET 1) ®11A, SHT. 1) BY OTHERS 1 1/2" MIN. EDGE DISTANCE A VERTICAL SECTION (NP,) m CONCRETE SUBSTRATE EXTERIOR PERIMETER SEALANT ®BY OTHERS EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS E VERTICAL SECTION WOOD FRAME SUBSTRATE INTERIOR 2X WOOD BY OTHERS (SEE NOTE 4 ON SHEET 1 } 1 1/2" MIN. EMBEDMENT c 5 vaitx 7/8" MIN. EDGE B 1 VwooDl �CT�IiiN CO W o ti 0 rn 0 0m Z 0 w 0LL ti a O �W U) Q o CL w D O o 0 m N O L- Z of O '-Z0 v Z o � Q� ='Qz �OFmm mm aa� C90 i V a OW =J 0 Im ¢ wc~i��w¢ Ln �OV OLo W �n8m Q O = j 0 tL `N N J V -o a Z i" C) o '9 M �ooco to c5 -1 m oL U W a` 6 LffZ LJ v U) co w iL NNW (n m M ~ a Robert J, Amoroso, P.E. Florida P.E. No. 49752 �®4�seaam a rta�ie�,�P ' G E tdt� *si 0 No 49752 • : O LID STAI"E F • 'CGS, Ljp . • A� � mod: N����; ��ireaEad . r REVISED c�mpSyirtg ��e3h the Ftoriaa �if3ing Co3e h 1 1/2" MIN. EDGE DIST. 1 1/2" MIN. EMBEDMENT CONCRETE BY OTHERS (SEE © NOTE 4 ON SHEET 1) EXTERIOR FINISH BY OTHERS WWDOW HEIGHT PERIMETER SEALANT ® BY OTHERS EXTERIOR EXTERIOR PERIMETER SEALANT ®BY OTHERS 1X PT WOOD BUCK BY OTH RS (SEE NOTE 5 ON SHEET 1) WOOD PROTECTION (SEE NOTE 11A, SHT. 1) BY OT,HERSA —� A 1 1/2" MIN. EMBED.I 1/4" MAX. SHIM) 3/8" MIN.® EDGE DIST. INTERIOR J VERTICAL SECTION CONCRETE SUBSTRATE I�► INTERIOR 3/8" MIN. EDGE DIST. 1 1 1/2" MIN. EMBED. m EXTERIOR FINISH � BY OTHERS CONCRETE m 1X PT WOOD BUCK BY OTHERS BY OTHERS (SEE NOTE 4 ON SHEET 1) , j(SEE NOTE 5 ON SHEET 1)j m - WOOD PROTECTION (SEE NOTE 1 1/2" MIN. EMBED� 11A, SHT. 1) BY OTHERS 1 1/2" MIN. EDGE DIST, II VERTICAL SECTION Q CONCRETE SUBSTRATE WINDOW HEIGHT 7/8" MIN. EDGE DIST, MIN. EMBEDMENT SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER SEALANT ® BY OTHERS 1 EXTERIOR EXTERIOR PERIME ER SEALANT BY OTHERS 1/4" MAX. SHIM 1X WOOD BUCK BY OTHERS (SEE NOTE 5 ON SHEET 1) EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS 2X WOOD BY OTHERS (SEE NOTE 4 ON SHEET 1) 2X WOOD BY OTHERS (SEE NOTE 4 ON SHEET 1) iX WOOD BUCK BY OTHERS (SEE NOTE 5 ON SHEET 1) MIN. EMBEDMENT 1/4" MAX. SHIM) 3/8" MiN. EDGE DIST. INTERIOR K VERTICAL SECTION WOOD FRAME SUBSTRATE 5 r� INTERIOR 3/8" MIN.e I—EDGEms DIST. MIN. EMBED�j 7/8" MlN. EDGYE DIST. I VERTICAL SECTION WOOD FRAME SUBSTRATE m W a co 0 0 rn 0 =U com z t-LL 0 0h a LJ U oV o � w v O o 0 co ❑ N O IL Z o J O Z ° ,n z� J u w z o o N z J=� �O mmm aaaU`U 3ui J U(>J�cn n 1 Un r wQ WUQmF_ c'E w JL) rrOVOw =°ir Q ❑ \% M `p N 2LLJ CJ N 0M6nz m 0 me CQ7 oco �Jmmc V% o r• U LLI n` o rn ui R U ,ter, `4 Q. W d xx N LL m " is Robert J. Amoroso, P.E. Florida P.E. No.49752 �d®�ett�eaee�ee'®®e ( r0J s ems® ;GE� •' C O E fV a` o �y '.e' �tb� STATE OF . LG .O>1UCT R VtST,=i. c�mpIyeng ��ftti Yixe Flprl�l;� �iidir�a Code �y��}} cep aaoe nsratioo i?9Y� 1 1/2" MIN. EMBEDMENT - CONCRETE A 1" MIN. EMBEDMENT - MASONRY o. 1 1/2" MIN. EDGE DISTANCE - CONC. a 2" MIN. EDGE DISTANCE - MASONRY . 1/4" MAX. SHIM 1 1 1 2 D CONCRETE/ MASONRY BY OTHERS—J... (SEE NOTE 4 ON SHEET 1) WOOD PROTECTION (SEE NOTE ® 11A, SHT. 1) BY OTHERS Q0 GLAZING DETAIL 1 (ON THIS SHEET) METER SEALANTBY OTHERS® IX PT WOOD BUCK BY OTHERS) Z la A(SEE NOTE 5 ON SHEET 1) EXTERIOR FINISH BY OTHERS F HORIZONTAL SBEC�TION m 1 112" MIN. EMBEDMENT -CONCRETE 2" MIN. EMBEDMENT - MASONRY. 1 1/2" MIN. EDGE DIST - CONC. F2" MIN. EDGE DIST - MASONRY. v D .v 1 1/2" MIN. > EMBEDMENT CONCRETE/ MASONRY BY OTHERS a (SEE NOTE 4 ON SHEET 1) WOOD PROTECTION (SEE NOTE 11A, SHT. 1) BY OTHERS 1X PT WOOD BUCK BY OTHERS ® (SEE NOTE 5 ON SHEET 1) 3/8" MIN. EDGE DIST.A 1/4" MAX. SHIM � m lr 1/4" MAX. SHIM 1 1/2" MIN. EMBEDMENT 7 2 25 13 23 1 27 ti o 0 rn O INTERIOR 2X WOOD BY OTHERS m (SEE NOTE 4 ON SHEET 1) o U_ Z a LU wr O Ro < v U O aW 7/8" MIN. EDGE DISTANCE EXTERIOR SHEATHING BY OTHERS ® PERIMETER SEALANT BY OTHERS two EXTERIOR FINISH BY OTHERS G HORIZONTAL SECTION WOOD FRAME SUBSTRATE 1/2" GLASS BITE® INTERIOR 7/8" O.A. INSULATED GLASS CONSISTING OR Q EXTERIOR LAMINATED GLASS; 1/8" ANNEALED GLASS, ­---INTERIOR 0.090" TROSIFOL PVB INTERLAYER BY KURARAY AMERICA, INC., 1/8" ANNEALED GLASS, 0.39" AIR SPACE, DESICCANT MATRIX STEEL SPACER, INTERIOR 1/8" TEMPERED GLASS 1 1/2" MIN. EMBED. EXTERIOR A3/8" MIN. EDGE DIST. 1/4" MAX. SHIM —►I GLAZING DETAIL 1 INTERIOR EXTERIOR METER SEALANT BY OTHERSA A PERIMETER SEALANT BY OTHERS WINDOW WIDTH EXTERIOR FINISH BY OTHERS) HORIZONTAL SECTION J CONCRETE/MASONRY SUBSTRATE A r-7/8" MIN. EDGE DIST. 1 1/2" MIN. EMBEDMENT `2X WOOD BY OTHERS (SEE NOTE 4 ON SHEET 1) EATHING BY OTHERS EXTERIOR FINISH BY OTHERS HORIZONTAL SECTION K WOOD FRAME SUBSTRATE _CD O Q Z Z Qz o N Z o 0 O (5_j Z °- z� 3 o 00 tl O co N O m o '� �- 2U LLJ J m'm Q Z CJ) U W UOW =Q y Ln W02 Wz Qf W U < M o W O U J�Oo ::)N C,,� E� Nam o QO 0-J O N N J 2 LL O O 0'c cz ♦— Lo rn°o�� ce) o L o U J m L w Lu W 4 V � up a W ao�m m a Robert J. Amoruso, P.E. Florida P.E. No. 49752 ttttt®" jA�°�ES�,gge�t-sot Nc� 49752 :O � b � . a � OF STOATE r " rw � � � B" w 0 "••' PRODUCT REVISED as complying with the Florida Building Code Acccptwcc Expi4vion l 36►&' ' 1.31111[! ITEM # DESCRIPTION MATERIAL MANUFACTURER 1 MAIN FRAME WHITE RIGID PVC **EFS 2 SASH PANEL FRAME WHITE RIGID PVC **EFS 3 SASH COVER 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 Aj 7 GLAZING STOP OPERABLE SASH WHITE RIGID PVC **EFS ZX 8 REINFORCEMENT STEEL ROLL TECH INDUSTRIES 9 POCKET COVER #1 WHITE RIGID PVC **EFS 10 BUG STRIP VINYL 11 INTERLOCK COVER WHITE RIGID PVC **EFS 12 WEEP COVEEll R NYLON CUSTOM CRAFT 13 0.210"/ 0.187" x 0.300" CENTER FIN WEATHERSTRIP ULTRAFAB 14 3/4" X 1 1/2" PARTING STOP (SEE NOTE 11A, SHT. 1) G= 0.55 MIN. PT PINE WOOD - 15 SIKAFLEX 552 SILICONE SILICONE SIKA CORP. 16 #8 X 1/2" TEK SCREW STEEL - 17 CAM TYPE SWEEP LOCK STEEL TRUTH HARDWARE 18 #8 WOOD SCREW (INSTALLATION ANCHOR) STEEL --- 19 7/8" O.A. INSULATED GLASS CONSISTING OF: 1/8" ANNEALED GLASS, 0.090" TROSIFOL INTERLAYER BY KURARAYAMERICA, INC., 1/8" ANNEALED GLASS 0.39" AIR SPACE, 1/8" TEMPERED GLASS GLASS -- 20 BULB VINYL WEATHERSTRIP VINYL UNIVERSAL POLYMERE & RUBBER 21 FACE MOUNTED KEEPER STEEL TRUTH HARDWARE 22 SPRING BALANCE -- BSI HARDWARE 23 LOCKING TILT SHOE NYLON BSI BALANCE SYSTEMS 24 HURRICANE TILT LATCH 1057 EW STEEL - ZINC CTD. VISION INDUSTRIES 25 PIVOT BAR METAL VISION INDUSTRIES 26 SIKAFLEX 552 BACKBEDDING SILICONE SIKA CORP. 27 #12 WOOD SCREW (INSTALLATION ANCHOR) STEEL --- 28 1/4"' ITW ADVANCED THREADFORM TAPCON STEEL ITW 29 ENDUR 9.8 SS SPACER STAINLESS STL, CARDINAL 30 GLAZING PAD (SETTING BLOCK 2NB-8K-125-028-026 NEOPRENE FRANK LOWE 1 MAIN FRA WHITE RIGIFD PVC TYP, WALL TICKNESS 0,070" I 2.730" 1.400" 3.250" O SLOPED SILL COVER WHITE RIGID PVC TYP. WALL THICKNESS 0.075" 3.450" --I 2. 55" ® REINFORCEMENT STEEL 0.438" TYP. WALL THICKNESS 0.062" Vi 0.170" --►-� �-�-0.725" SASH PANEL FRAME O WHITE RIGID PVC TYP. WALL THICKNESS 0.070" 1.656" 1.000" 1.530" GLAZING STOP /LIFT HANDI WHITE RIGID PVC P. WALL THICKNESS 0.055" ® 1 � 0.306" 0.953" 1.121" WHITE RIGID PVC TYP� L THICKNESS 0.075" 0.914" F7-1.722" 0 SASH COVER WHITE RIGID PVC TYP. WALL THICKNES 0.065" O GLAZING STOP (OPERABLE SASH) WHITE RIGID PVC TYP. WALL TICKNESS 0.055" PARTING STOP WOOD 1.500" --�-� -"- 3/4" 0.891" ** EFS: ENERG( FENESTRATION SOLUTIONS USA, INC., PER CURRENT MD NOA. 0 SASH LOCK STEEL TYP. WALL TICKNESS NA 0.687" 1 2.062" PANEL STOP /FRAME O4 COVER WHITE RIGID PVC TYP. WALL THICKNESS 0.070" r Q.315" 1.326" +0 4 p nI 0 56 5" -F�1 7I O POCKET COVER WHITE RIGID PVC TYP. WALL THICKNESS 0.070" 1.857" 0.85" 1.077 0.735" LOCKING TILT SHOE NYLON P. WALL TICKNESS NA 1 A 17" FACE MOUNTED KEEPER STEEL P. WALL TICKNESS 0.070" ---�-� 1.750" [-�-- Q.467" -►-{ I-�- 0.150" ----{f--o.070" © SPRING BALANCE +0.000 0.665" _0.100 0.525" 1.220 D(A. MAX. O o o m cv o LL Z o � O �0a. y�cn w 3 W F- w >W a f- z Stead J2T�D>- aa� c9v = a m w Ll 0 �OV�~ N�En �� OQ Jn m do 0 L °m �N G � J N J O G7 No INN! F-J rn°a� m I,Ca Mm oo_o to �Jw� NoF,r W 02 nul L)�`qca m W ao LL m cl � . Robert J. Amoroso, P.E. Florida P.E. No. 49752 `serer° j �N6 ES+'#` e� •,�d G E hl f ?,��s� :a 49752 : PO o w ` a i43 • STAT;E 0?rft <�cyOL ®tow� I �e'a tOI3;J%T iZEV[SG� oem��iyFrcLc tKrith tie w?rsPs'�� �s Iambs 1 01 �� 1 0.176" 0.166" 0.377" —� 5.622" 0.669" 1.012" ® TILT LATCH STEEL - ZINC COATED �•— 0.697" — 0.345" 0205" — 0.377" 91 06" ® PIVOT BAR METALTYP. WALL THICKNESS NA 0.323" 0.559" 0.352" 0.173" . 0.709" 0.551" ❑ 0 0.748" ®e 2.260" 0.368" 2.372 1.122" Tt 1,067" O 0 0.709" l 7 0,157" 1 0 DETAIL 1 WELDED MITERED CORNER CONSTRUCTION 1X PT WC.vv wvn BY OTHERS NOTE: PARTING STOP EXTERIOR PERIMETER TO BE SEALED TO 1X PT WOOD BUCK WITH SIKA 551 SILICONE F r No 0 N co LL z o1 o TZa J Z 3 Q tom- w �Z rm m tL d �O 3 u W z ors �F O U W o f no' og DO o�0U N � J 0.zo I—O MC col o M om a tr) ii -•' � v LoIt m W' U Lo W a oNum. m " a Robert J. Amoroso, P.E. Florida P.E. No. 49752 $��$4i6FB@Sp��Oo,®� € o 49752 b 0 s rs Slot carnF�tytrK� with the FZo!'ida ritding Code 1 d i'L'1. I1 :C@i�tif19C6 s�-