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HomeMy WebLinkAboutNOA: .SCANNED lJsq BY St. Lucie County MIAMI•DADE MIAMI-DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI. FLORIDA33130-1563 (305) 375-2901 FAX (305) 372-6339 NOTICE OF ACCEPTANCE (NOA) www.miamid d—ego //buRdin eode 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 (la 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 "SGD 780" Aluminum Sliding Glass Door —L.M.L APPROVAL DOCUMENT: Drawing No. 8100-11, titled "Alum. Sliding Glass Door, Impact ", sheets lthrough 23 of 23, dated 05/01/07 with revision A dated 11/08/07, prepared by manufacturer, signed and scaled by Lucas A. Turner, 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. MISSME 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 my 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 # 07-0607 02 and consists of this 1 d id E 1 d E-2 ll page an en ence pages - an , as we as approval document mentioned above. P art' The submitted documentation was reviewed by Jaime D. Gascon, P.E. ILL MIAMFMDE rAVNTY ,'()��"• 4=a o9 NOA No. Os-1202.11 Expiration Date: August 02,2012 Approval Date: March 1$, 2009 Page I Asda533i9 ARlTe111a5 APPROVED REVISE B REsmwr APPROVEDASCORRECTED ❑REJECTED ThiscedarbmylaAenerelca0ormancamWPe�ssnac�mptof Lha pmjevaM pxc�wmp'an�wwl tlm adanaAon given Ar Ihemntrml dmumcns.Cwrectlmmhrranrnents wdeon the stmpdrawinw dmh9 Olsmv;awdo nat,ePavellm xrrrslor llmi mmpl@aro vdhlwmgO9 madsUltaµare erd spwJfmairons.A'Nmval olaspeckkam shallnol eci:dea,^pmrel den zswrd9y of vfnth 0a iSm b ammraxnt c w tB:JrISfl-AMkHlL2LY: DCr.CI?Laeb Ee rLTiSdefd Slmled RUM p0:i;a; hhun�tn acd pad:Gn sdeq ED 6Vcam;'pramBe:wU La TPan:.:h3.Cdr,!v'�11aY{,:t3, :Ac;.riT3srd prmtdm: of maftal Ore cmdnsUn d the wuk d Wi mFur Paden mid Icr podosa: ag aA walk t a sato rum erisrecwy m anger. PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 8100-11, titled "Alum. Sliding Glass Door, Impact ", sheets 1through 23 of 23, dated 05/01/07 with revision A dated l 1108/07, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass door, prepared by Architectural Testing, Inc., Test Report No. ATI-8124.01401-18, dated 11/13/08 respectively, signed and sealed by Joseph A. Reed, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No(s). FTL- 5618, dated 06/21/08 and FTL-5619, dated 07/07/08 respectively, signed and sealed by Carlos S. Rionda, P.E. 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No(s). FTL- 5254, dated 05/17/07 and FTL-5273 dated 05/07/07 respectively, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA # 07-0607.02) Jaime D. Gascon, li.E. Chief, Product Control Division NOA No. 08-1202.11 Expiration Date: August 02, 2012 Approval Date: March 18,2009 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by manufacturer, dated 11/26/08, signed and sealed by Lucas A. Turner, P.E. Complies with ASTM E1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07-1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05-1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB, Interlayer" dated 01105106, expiring on 12/11/10. 3. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated 05/04/06,expiring on 05/21/11. 4. Notice of Acceptance No. 08-0520.08 issued to Solutia Inc. for their "Vanceva Composites Glass Interlayer" dated 7/17/08, expiring on 12/11/13. F. STATEMENTS 1. Statement letter of conformance, dated November 26, 2008, signed and sealed by Lucas A. Turner, P.E. 2. Statement letter of no financial interest, dated November 26, 2008, signed and sealed by Lucas A. Turner, P.E. 3. Laboratory compliance letter for Test Report No. ATI-8124.01-401-18, issued by Architectural Testing, Inc., dated 11/13/08, respectively, signed and sealed by Joseph A. Reed, P.E. 4. Laboratory compliance letter for Test Report No(s). FTL-5618, dated 06/21/08, FTL-5619, dated 07/07/08, FTL-5254, dated 05/17/07 and FTL-5273 dated 05/07/07, issued by Fenestration Testing Laboratory, Inc., respectively, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA # 07-0607.02) G. OTHERS 1. Notice of Acceptance No. 07-0607.02, issued to PGT Industries for their "Series SGD 780 Aluminum Sliding Glass Door (Reinforced/Non-Reinforced) — Impact', approved on 08/02/07 and expiring on 08/02/12. Jaime D. Gascon, P. . Chief, Product Control Division NOA No. 08-1202.11 Expiration Date: August 02, 2012 Approval Date: March 18, 2009 E-2 1. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) -Q GLASSSTRENGTHS- T=TEMPERED HS-HEAT STRENGTHED A=ANNEALED INTERLAYER TYPES - SGP = .090 DUPONT SENTRY GLAS PLUS SVS =.075 SOLUTIA VANCEVA STORM DBPVB =.09D DUPONT BUTACITE PVB SSPVB =.090 SOLUTIA SAFLEX PVB 1,3 - 7/16" LAMI; (1) LITE OF 3116" A GLASS AND (1) LITE OF 3116" HE GLASS W/AN .090 SGP OR .075 SVS INTERLAYER. 2.4 - 7/16" LAMI: (2) LITES OF 3116" HS GLASS WITH AN .090 SGP OR .075 SVS INTERLAYER. 5.6 - 7116" LAMI: (1) LITE OF 3116" A GLASS AND (1) LITE OF 3/16" HS GLASS W/ AN .090 DBPVB OR SSPVB INTERLAYER. 7,9 - 9/16" LAMI: (1) LITE OF 1/4" A GLASS AND (1) LITE OF 1/4" HS GLASS Wl AN .090 SGP OR .075 SVS INTERLAYER. 8,10 - 911 V'LAMI: (2) LITES OF'IM"-HS GLASS Wl AN .090 SGP OR.075 SVS INTERLAYER 11.12 - 9116" LAMI: (1) LITE OF 1/4" A GLASS AND (1) LITE OF 1M- HS GLASS W/ AN .090 DBPVB OR SSPVB INTERLAYER. 13,15 -1 1/16" LAW I.G. 3116" T EXT. CAP +318" AIR SPACE + 7116" LAMI: (1) LITE OF 3116" A GLASS AND (1) LITE OF 3/16" HS GLASS W/ AN .090 SGP OR .075 SVS INTERLAYER. 14,16 -1 I16" LAM[ I.G. 3/16" T EXT. CAP +31W AIR SPACE+ 7/16' LAMI: (2) LITES OF 3/16" HS GLASS W/ AN .090 SGP OR .075 SVS INTERLAYEft 17.18 -1 1116" LAMI I.G. 3116" T EXT. CAP + 316" AIR SPACE+ 7/16" LAMI: (1) LITE OF 3116" A GLASS AND (1) LITE OF 3I18" HS GLASS Wl AN .090 DBPVB OR SSPVB INTERLAYER 19.21 - 1 1/16" LAMI I.G. 3/16" TEXT. CAP + 5/16" AIR SPACE + 9/16" LAW: (1) LITE OF 114" A GLASS AND (1) LITE OF 1W' HS GLASS W/ AN .090 SGP OR .075 SVS INTERLAYER. 20,22.1 V16" LAMI I.G. 3/16" TEXT. CAP+511V AIR SPACE+9/16" LAMI: (2) LITES OF VW-HS GLASS W/AN .090 SGP 6R.075 SVS INTERLAYEft 23,24 -1 1/16" LAMI I.G. 3/16"TEXT. CAP + 5116" AIR SPACE+ 9/16" LAM]: (1) LITE OF 1/4" A GLASS AND (1) LITE OF 1/4" HS GLASS W/ AN .090 DBPVB OR SSPVB INTERLAYER. 25.27 - 1 1/16" LAMI I.G. 1l4" T DR. CAP + 5116" AIR SPACE + 7116" LAMI: (1) LITE OF 3116' A GLASS AND (1) LITE OF 3116" HS GLASS W/AN .090 SGP OR.075 SVS INTERLAYER. 1 26.28 -1/16" LAMI I.G. 1/4" T EXT. CAP +5/16" AIR SPACE + 7116" LAML (2) LITES OF 3116" HS GLASS W/ AN .090 SGP OR .075 SVS INTERLAYER. 29,30 -1 1/16" LAMI I.G. 1/4" T EXT. CAP +5/16" AIR SPACE+7116" LAM]: (1) LITE OF 3/16" A GLASS AND (1) LITE OF 3/16" HS GLASS W/AN.090 DBPVB OR SSPVB INTERLAYER 31.33 -1 1H6" LAMI I.G. 1/4" T EXT. CAP + 1/4" AIR SPACE+ 9116" LAMI: (1) LITE OF 114" A GLASS AND (1) LITE OF 1/4" HS GLASS W/AN .090 SGP OR .075 SVS INTERLAYEP 32,34 -1 1AW LAMI I.G. 1/4" T EXT. CAP + 1/4" AIR SPACE+ 9116" LAMI: (2) LTTES OF 1/4" HS GLASS W/ AN .090 SGP OR .075 SVS INTERLAYE . 35.36. 1 1H6" LAMI I.G. 114" T EXT. CAP+ 1/4" AIR SPACE+ 9116"LAMI: (1) LITE OF 1/4" A GLASS AND (1) LITE OF 1/4" HS GLASS WIAN .090 DBPVB OR SSPVB INTERLAYER. 2. DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1360-02. 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. FOR ANCHORAGE DETAILS SEE SHEETS 4 THROUGH 13. 4. SHUTTERS ARE NOT REQUIRED. 5. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT. 6. REFERENCES: TEST REPORTS FTL-5254, FTL-5273, FTL-5618, FTLS619, ATI-81241.01+101-19-R1 ELCO TEXTRON NOA: 07-0425.01, 03-0225.05, ANSI/AF&PA NDS-2006 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL 7. THIS. PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2007 EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. A 9. CONFIGURATIONS: STRAIGHT DOORS - MAXIMUM 4 TRACKS BY 10 FT. (120") HIGH WITH A MAXIMUM OF EIGHT 5 FT. NOMINAL WIDE DOOR PANELS. A INSIDE OR OUTSIDE CORNER DOORS - MAXIMUM OF 4 TRACKS BY 10 FT. (120") HIGH WITH A MAXIMUM OF FOUR 5 FT. PANELS EACH SIDE OF CORNER SEE EXAMPLE ELEVATIONS, SHT. 13 AND PANEL CONFIGURATIONS SHT. 14. E / X XO, OX, XX OXXXXO,XXXXXO,OXXXXX,.XXXXXX / / /• / / 7 I. OXO, OXX, OXX, XXX OXXO, XXXO, OXXX,_ XXXX XXXXXXO,Oxxxxxx,xxxxxxx P.O. BOX'w NOX W%FL9 4 OXXXO, Xxxxo. OXXXX, XXXXX XXO, XXXXXXXO, OXxXXxxx, XXXXXXXX GENERAL NOTES AND MAP 4LUM. SLIDING GLASS DOOR, IMPACI soo7e0 NTS 1 123 8188-11 NOA DRAWING MAP SHEET GENERAL NOTES ............. 1 GLAZING DETAILS............ 2-3 ANCHORAGE .....................4-13 DESIGN PRESSURES....... 4-9 ELEVATIONS ..................... 14 CONFIGURATIONS........... 14-15 VERT. SECTIONS. ............. 16-17 HOR17 SECTIONS............ 18-20 PARTS LIST .......... ........... 21 EXTRUSIONS .................... 22-23 PRODUC REVISED m--M.vwswlm11c P1wl0a Bwl&'Cg & AA-cpa(mM 12 oZ. 11 Divilgn /ag Lugs A. Tumor. P.E. PEM201 MetluNcel EXTERIOR 3/16" HS GLASS DA .090 SGP OR .075 SVS 3116" HS GLASS - 7/16" NOM. - 47 .65" NOM. GLASS ®28 OR 44 BITE 55 26 7/16" LAMI GLASS TYPES 2 & 4 A EXTERIOR 3116' HS GLASS .090 DBE SSPVI3 SGP OR .075 SVS 311W A GLASS 7/16-NOM. - 47 �-/ MB . '28OR 4455 A 7/16" LAMI GLASS TYPES GLAZING TYPE OPTIONS KEYS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASSSTRENGTHS- T=TEMPERED HS= HEAT STRENGTHED A=ANNEALED INTERLAYER TYPES- SGP =.090 DUPONT SENTRY GLAS PLUS SVS=.075 SOLUTIA VANCEVA STORM DBPVB=.090 DUPONT BUTACITE PVS SSPV8=.090 SOLUTIA SAFLEX PVB EXTERIOR 1/4" HS GLASS .090 SGP OR .075 SVS 114" HS GLASS 9/16- NOM. ,47 .65'NOM. GLASS SITE IR 26 9/16" LAMI GLASS TYPES 8 & 10 EXTERIOR 1/4" HS GLASS .090 DBPVB SSPVB, SGP OR .075 SVS 1/4" A GLASS 9/16" NOM. 41 7 - - .65" NOM. mrvo,. - .. �I GLASS 8 OR 44 BITE ft-2mc2- 55 26 ? 0 7 A 9/16" LAM] GLASS TYPES 7, 9, 11 & 12 NWWIS. RWM IF �'■ P.D. SDX 16 � ALUM. SLIDING GLASS DOOR, IMPACT Wray N.Tumer.P.E. e,"evoen ^a PERSSHH NOKOMIS.RWl1 VGYMy Bettor. SpD780 1X 2 123 8100-11 A M�mmwl OUTSIDE 3/18" HS GLASS ®.090 SGP OR.075 SVS 3/15" HS GLASS 31W AIR SPACE 3118" OR 1/4" T 1 1/16° NOM. "ll OUTSIDE 3/16" HS GLASS .090 DBPVB SSPVB SGP OR.075 SVS 3/16" A GLASS 3/8" AIR SPACE 3116"OR 1/4"T 1 iN6°NOM. 46 __ 2s 1 1/16" LAMI I.G. TYPES 13, 15, 17, 18, 25, 27, 29 & 30 GLAZING TYPE OPTIONS KEYS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASSSTRENGTHS- T=TEMPERED HS=HEAT STRENGTHED A=ANNEALED INTERLAYER TYPES- SGP =.090 DUPONT SENTRY GLAS PLUS SVS=.075 SOLUTIA VANCEVA STORM DBPV8 =.090 DUPONT BUTACITE PVS SSPVB -.090 SOLUTIA SAFLEX PVB OUTSIDE 1/4" HS GLASS .090 SGP OR.075 SVS 114" HS GLASS 3/8" AIR SPACE 3116" OR 1/4" T 1 1/16" NOM. OUTSIDE 1/4" HS GLASS .090 DBPVB, SSPVB, SGP OR.075 SVS 1/4" A GLASS —� 318" AIR SPACE 3118OR 1/4" T 1 1 1/16" NOM. �`�1m rCISCD .6GLAS5 `/ "`. GLASS ¢p2 ® tAA BITE 32 OR 42 BITE �; 55 26 26 1 1116" LAMI I.G. TYPES 20 & 22 1 1/16" LAM] I.G. TYPES 19,2 23, 24, 31 33, 35 & 36 F,gym y R LUM. SLIDING GLASS DOOR, IMPACT NO )4�FL0 4 Vu/bly Betm cw>•ea 1x 3 > 23 8100-11 Luna A. Tumep P.E. PE OW01 Me njwl DESIGN PRESSURE AND ANCHORAGE -NO REINFORCEMENT -4112" OR 5114" SILL (SEE NOTES BELOW FOR OTHER SILLS) TABLE 1. Laml 7116 AnnfHast wl SOP or Sv& Intarlayer >HEAD & SILL (H&S) INTERLOCK & STRAIGHT& CORNER ASTRAGAL CLUSTER PLUS ANCHOR DIY. PER PANEL GLASS TYPES: 1, 3 >JAMB ANCHOR QTY. >P-HOOK ANCHOR QTY. (SEE DETAIL SHL 13) DOOR m FIGHT 80" (88) 84" (70) SIT (76) 96" (80) 102" (BB) 108" (90) 114" (96) 20" (100) t7 $ NN ° l7 o z o zz $$ N th lV o .- o z �_ N °TABLE ^L N z z0 N N 3 r- 0 (. NDESIGN 1Az SILL HT. VS POS. OP PRESS. +80/410 +80/-80 +90/60 Kr-4+lr-4+1 +6 -70 +60/-70 +fi01-70POS. H&S C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 0441 4+1 C4+1 C4+1 COO1+601-70 1 C4+1 C4+1 C4+1 G4+1 Cd+1 C4+1 CA+1 $ILL DESIGN 24"(20) JAMB b 8 B 5 a 8 9 99 10 l0 10 10 11 11 11 11 11 11 HEIGHT PRESSORP-HOOK 4 4 4 4 d 4 5 55 5 5 55 6 6 a 6 6 6 DESIGN PRESS. +8 410 «8 0 +80/-BO +80/-7070 +001- 0 +WI.70 1518"WA C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4N CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+11 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 8 8 8 8 B 8 9 9 9 9 9 9 10 10 10 1D 11 11 11 11 11 11 2 W4^ +50.0 PSF 4 4 4 5 5 5 55 5 5 5 5 5 6 8 6 6 e 6 DESIGN PRESS. +80f60 +5w_aD +BD/60 +g0/60 +6U/-7o-70 +6N-70 +601-70 31/2• +73.3 PSF H&S D4+i 04+1 C4+1 C4+1 C4+1 CAN C4+1 C4+1 C4N CAN C4+1 C4+1 C4+1 C4+1 C4+11 C4+1 Doi C4+1 C5+1 C4+1 C4+1 CS+38'(30) JAMB 8 8 6 9 8 8 9 9 9 10 9 B 10 10 10 10 11 it 11 11 11 11 4 i/2" +80.0 PSF JP -KOOK 4 4 5 4 4 5 5 5 5 5 5 5 5 5 5 5 5 5 B 6 B 8 6 6 DESIGN PRESS. +fi0/60 +80/60 +BO/-80 +g0f4I0 +80/-70 +80/-70 45UI-70 +60/-69.7 1/4^ 51 +50.0 PSF H&S CA+1 CA+1 C4+2 04+1 04+1 C4+2 C4+1 CAN C4+2 C4+1 C4+1 01+2M+10167, C4+2 GIN C4N GNz C4N C4N Gi+2 04+1 04+1 C5+z 42" (36) JAMB 9 8 8 10 e a 10 9 9 11 9 910 11 10 10 12 11 11 12 11 11 SEE NOTES 1-3 P-HOOK 4 4 5 4 4 5 5 5 5 5 5 66 5 5 6 6 8 6 B 6 7 DESIGN PRESS. +60/-80 +5D/-80 +77.77 +723/-72.3 + /$2.3 +59/•59 +57.V5711 H&S C4+1 C4+1 G4+2 C4+1 C4+1 C4+2 C4+1 C4+1 04+2 C4+1 04+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 04+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 48"(40) JAMB 10 6 8 11 8 6 11 9 9 11 9 9 11 10 10 11 10 10 11 11 11 12 11 11 P-HOO 4 4 e 4 4 8 5 5 6 5 5 6 5 5 6 5 5 6 6 6 8 6 fi 6 DESIGN PRESS. +W-BU +77.3/T7.3 +71.8/-71.8 +66.61,66.5 PANELS OVER 48" WIDE NOT AVAILABLE OVER 95• HIGH 54'(48)1 H&S 04+2 C4+1 04+3 C4+1 C4+1 CS+2 C4+1 C4+1 C5+2 C4+1 I C4+1 I C5+2 JAMB 11 8 9 12 8 9 12 9 9 12 9 9 JP4i(JQKI 4 1 4 1 S 4 4 6 5 5 6 5 5 6 DESIGN PRESS. + 5.21-75.2 +71.81.71.8 +67/67 +B .at6I.8 60" (50) H&S C4+2 C1+1 04+3 C4+2 C4+1 C4+3 CA+2 C4+1 C4+3 C4+1 C4+1 C5+2 JAMB 12 9 9 12 9 B 12 9 9 12 9 9 P4100K1 4 1 4 51 4 1 4 1 6 5 1 5 1 6 5 5 1 5 PRODUCT REVISED ® taeylyio9x9b Ibe Honda w� o OS-12 OZ. II 1L M Ocmiol 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4 12" OR 51f4"SILL. OH LENGTH 2. WHEN USING THE 2 3/4" SILL, POSITIVE OP IS 50 PSF MAX. AND WITH THE 3 1/T SILL, POSITIVE PRESSURES 15 73.3 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A LC 3.2 3/4", 3 12", 4 1/2" AND 5 1/4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 5/8" SILL IS NOT AND MUST ONLY LENGTH BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAYBE USED OHT WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); HEIGHT THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 7 4. ANCHOR TYPES: 1. 114" ELCO ULTRACON (FORMERLY TAPCON) 2. 1/4" ELCO SS4 CRETE-FLEX 3.912 STEEL SCREW (G5) I ER5. SEE SHEETS 10 THROUGH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION..11-6. GLASS TYPE KEYS: (SEE NOTE 1, SHEET 1 FOR COMPLETE DESCRIPTIONS) 1,3 -7116" LAM] (AN-HS WI SGP ORS SEE NOTE 3 I (I Gb! 47D aF 4ro 1ECTw0 oOYaNrvE NOI(OV15, fL6(2r6 Plaeox16a1 NOKOMI9,FL84374 �— Mil ANCHORAGE, LAMI TABLE i Luea4 A. TUmer, P.E. PEanol MechanIml lar ALUM. SLIDING GLASS DOOR IMPACT rm�eeu "�,,, sr�,e m.eyw _ soD76a NTS 4 ^ 23 8100.11 A FA 14.a97 A aav s6OP rAe EA roa00 wowRleE. AWAbrEs /tE Sol a wi. W, OfA98TYPESAI®A wl Trm UBlbly Better FA &1107 or TYPES: ANCHOR PLUS ANCHOR OTY. PER PANEL U z U z ❑ o z U z ❑ U z 5�7 ❑ U z U z ❑ U z U a ❑ U z U z ❑ U z o z ❑ U O NOVA. p p o o O U OU O U O U O U O U O U O U O U U PANEL FRAME U U N U N M U N m N M ' N m ^ N N. " N m N N m N WIDTH SIDE N N N lV N N 24"(20) DESIGI 30' (26) DESIGD 36- (30) DESIGD 42' (36) DESIGI 46" (40) DESIGD 64" (46) DESIGD 60" (60) PANELS OVER 48" WIDE NOTAVAILABLE OVER 96' HIGH 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 412" OR 5 IX' SILL. 2. WHEN USING THE 2 3/4" SILL, POSITIVE DP IS 60 PSF MAX. AND WITH THE 3 12" SILL, POSITIVE PRESSURES IS 73.3 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3.2 314", 312", 4 IZ AND 5 IN' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 5/8" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAYBE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM)'. THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. ANCHOR TYPES: 1. 1/4" ELCO ULTRACON (FORMERLY TAPCON) 2. 1/4" ELCO SS4 CRETE-FLEX 3. #12 STEEL SCREW (05) 5. SEE SHEETS 10 THROUGH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 6. GLASS TYPE KEYS: (SEE NOTE 1, SHEET 1 FOR COMPLETE DESCRIPTIONS) 7.9 LAMI (A, MS W/ SUP OR SVS) OH LENGTH OH LENGTH OH OH HEIGHT HEIGHT EQUALT01 oOR GREATER SEE NOTE 3 NO wdIs, FL 34 I - PO60%142s_ ALUM. SLIDING GLASS G NoMWW, FL 34274 Vutb& Bettor a`1'a . �•� swmo NTS 5 m 23 IMPACT _ �8100-11 A TABLE 2A. SILL HT. VS POS. DP SILL IDESIGN HEIGHT IPRESSUR 1 5/8" N/A 2 314" +50.0 PSF 3 1/2" +73.3 PSF 411211 +80.0 PSF 5114" +80.0 PSF Luca. A. Tume1, P.E. PE05=1 Nechanlral DRAGE -FULL REINFORCEMENT • 5114" SILL ISEE NOTES BELOW FOR OTHER SILLS) or SVS Infarlayar >HEAD & SILL (HAS) INTERLOCK & STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS ANCHOR OTY. PER PANEL >JAMS ANCHOR OTY. >P-HOOK ANCHOR QTY. (SEE DETAIL SHT 13) U U U cZl O3 U U pU U U pU U U U pp U U p U U4c^T pgSri U PNOM. 8 0 p PANEL FRAME i cl N riN WIDTH SIDE CIT o ci of 24"(20) DESIGI 30" (26) DESIGI 06" (30) DESIGI 42" (36) DESIGI 46" (40) DESIGI 54" (46) DESIGI 60"(60) PANELS OVER 48" WIDE NOT AVAILABLE OVER 96" HIGH 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 5 114" SILL. 2. WHEN USING THE 2 314" SILL, POSITIVE DP IS 50.0 PSF MAX., WITH THE 31/2" SILL, POSITIVE DP IS 73.3 PSF MAX AND WITH THE 4 1/2" SILL, POSITIVE DP IS 100.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3.2 314", 31/2", 41/2" AND 5 IMPSILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 5/8" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAYBE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. ANCHOR TYPES: 1. 1/4" ELCO ULTRACON (FORMERLY TAPCON) 2. 1/4" ELCO SS4 CRETE-FLEX 3. #12 STEEL SCREW (G5) 5. SEE SHEETS 10 THROUGH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 6. GLASS TYPE KEYS: (SEE NOTE 1, SHEET 1 FOR COMPLETE DESCRIPTIONS) 2A - 7116" LAMI (HS-HS W/ SGP OR 8,10 -9/16" LAMI (H3-HS W/ SGP OR SVS) NOI ls' FL a s P.O.6 150 NOKWA FL V274 OH LENGTH I OH LENGTH OH :GREATER T HEIGHTLrj:QUALTO1 al SEE NOTE 3 3E. LAMI TABLE 3 ALUM. SLIDING GLASS DOOR, IMPACT s.a+eu e+t m.c a..aew r ' sao255 NTS 6 " 23 8100-11 a TABLE 3A. SILL HT. VS POS. DP SILL DESIGN HEIGHT PRESSURE i 5/8" NIA 23/4" +50.0 PSF 31/2" +73.3 PSF 4 1/2" +100.0 PSF 5 1/4" +105.0 PSF Lcea A. Tumor. P.E. PEM201 Mechanical DESIGN PRESSURE AND ANCHORAGE -NO REINFORCEMENT -41IY' OR 6114" SILL (SEE NOTES BELOW FOR OTHER SILLS) TABLE 4 Lauri I.G. wl 7116 or 9116 Lauri Ann/Heat wl SGP or Vanoeva Intellayer >HEAD 8 58L M8S) INTERLOCK & STRAIGHT& CORNER ASTRAGAL CLUSTER PLUS ANCHOR QTY. PER PANEL GLASS TYPES: 13, 15, 19, 21,25,27.31. 33 >JAMB ANCHOR OTY. >P-HOOK ANCHOR QTY. (SEE DETAIL SHT. 13) DOOR HEIGHT 84' p0 0 V 95' (80) 102" (e6 108" (90) 114" (98) 2 U Z U z O U U z p p U z U z p U z U z p U z U zp p U z U z Gp U z U p z U z O U z O p Na4. U 0 ooz U 3 O O O O O U O U O U O V O U V U PANEL FRAME U U U U V U m n '° "'- WIDTH SIDE ' N N _ ' _ N m N N m N r m r r r r r ci 24" (20) DESIGI 3T (26) DESIGI 36" (30) DESIGI 42"(36) DESIGI 48" (40) H&SV 24+2 C4+1 CA+3 C4+2 C4+1 C4+3 C4+2 C4+1 C4+3 C4+1 C4+1 C5+2 SEE EXAMPLE OXAO CORNER ANCHORAGE PLAN AND 54" (46) JAMB 11 8 9 12 8 91 13 9 10 13 8 10 OM STRAIGHT DOOR ANCHORAGE PLAN ON SHEET 10 IP41DUKI 4 1 4 1 8 4 1 4 1 6 1 5 15 7 5 5 7 7 1 464 9/bag PANELS OVER 48" WIDE NOT AVAILABLE OVER 98" HIGH 60" (50) 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4112" OR 5 114" SILL 2. WHEN USING THE 2 3/4" SILL, POSITIVE DP IS 50 PSF MAX. AND WITH THE 3 V2" SILL, POSITIVE PRESSURES IS 73.3 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 4A 3.2 314", 3 112", 4 112"AND 5 114" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 518" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 4 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. ANCHOR TYPES: 1. 1/4" ELCO ULTRACON (FORMERLY TAPCON) 2. 114" ELCO SS4 CRETE-FLEX 3. #12 STEEL SCREW (G5) OH 5. SEE SHEETS 10 THROUGH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. HEIGHT 6. GLASS TYPE KEYS: (SEE NOTE 1, SHEET 1 FOR COMPLETE DESCRIPTIONS) 13.15 - 1 1116' LAMI I.G. 3116" T EXT. CAP, 318" AIR SPACE & 7116" LAMI (AN-HS W/ SGP OR L%us 19,21 -1 1/16" LAMI I.G. 3116" T EXT. CAP, 5/16" AIR SPACE & 9/16" LAMI (AN-HS W/ SGP OR S 25,27 -1 1116" LAMI I.G. 114" fliXT. CAP, 5116" AIR SPACE & WIT LAMI (AN-HS W/ SGP.OR SVS) 31,33 -1 1115" LAMI I.G. 1/4" T EXT. CAP, 114" AIR SPACE & 9/16" LAMI (AN-HS WI SGP OR SVS) NONOW,, a XV4 R.� saoreoNTS�7 a 23 TABLE 4A. 31LL Hi. VS POS. DP SILL IDESIGN HEIGHT IPRESSURE 1 518" NIA 2314" +50.0 PSF 3 1/2" +73.3 PSF 4 1/2" +80.0 PSF 5 1/4" +80.0 PSF PRODUCIRENSED m wmPlylca x8h 16a Flmids OH LENGTH Building Colo ' 2 z• I Z Axes, =.NoBY OVERHANG me Control OH LENGTH Dirrioa OH HEIGHT 00 EQUAL TO 1 OR GREATER //26✓G j' SEE NOTE 3 .G. TABLE4 Nr f11+ I .Lucas A. Tumor, F.E. a� PE/l of Broa11 ii Medhomiaal DESIGN FREI Laml I.G. wl711 GLASS TYPES: or >.IAMB ANCHOR ON. T PLUS ANCHOR OTY. PER PANEL PANEL FRAME I I U U ? I c0i U S I cOi cOi 0 0 I cOi 0 I 0 U S U U j l 0 cg $ WIDTH SIDE N M � N ci N � N NIli N � N � N 1 N 24' (20) DESIGI 30" (26) DESIGI w, (30) DESIGI 42" (36) DESIGI 48" (40) DESIGI 54" (46) DESIGI 60" (50) PANELS OVER 48" WIDE NOT AVAILABLE OVER W' HIGH 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 51/4" SILL. 2. WHEN USING THE 2 3/4" SILL POSITIVE DP IS 50.0 PSF MAX., MATH THE 3112" SILL, POSITIVE DP IS 73.3 PSF MAX AND WITH THE 41/2" SILL, POSITIVE DP IS 100.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 5A. 3.2 3f4", 3 1/2", 41/2" AND 5 1W SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 5/8" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 5 MAYBE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. ANCHOR TYPES: 1. 1/4" ELCO ULTRACON (FORMERLY TAPCON) 2. 1/4" ELCO SS4 CRETE-FLEX 3. #12 STEEL SCREW (G5) 5. SEE SHEETS 10 THROUGH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 6. GLASS TYPE KEYS: (SEE NOTE 1, SHEET 1 FOR COMPLETE DESCRIPTIONS) 14,16 - 1 1116" LAMI I.G. 3/16" T EXT. CAP, 3/8" AIR SPACE & 7116- LAMI (HS-HS W/ SGP OR 20,22 - 1 1/16" LAMI I.G. 3116" T EXT. CAP, 5/16" AIR SPACE & 9/16- LAMI (HS-HS Wl SGP OR gysj 26,28 - 1 1/16" LAMI I.G. 1/4" TEXT. CAP, 5116" AIR SPACE & 7116" LAM] (HS-HS W/ SGP OR SVS) 32,34 - 1 1116" LAMI I.G. 1/4' T EXT. CAP, 1/4' AIR SPACE & 9/16" LAMI (HS-HS W/ SGP OR SS S NcE fs'LOGY m L��ti ■ P.O.BQXI6 NO A3, FL 3 14 Visibly Better rOH LENGTH y EEQUALTO1 H OHT HEIGHT ER SEE NOTE 3 )E. LAMI LG. TABLE TABLE 6A. SILL HP. VS POS. DP SILL DESIGN HEIGHT PRESSURE 1 WS" WA 2 3/4' +50.0 PSF 31/2" +73.3 PSF 4 112" +100.0 PSF 5114" +105.D PSF ALUM. )LIUIIVL7 ULHJS UUUK, IMr'ALe I - Wr ATumer, P.E. n waa� PEMV01 s+< sn.e o+wmu. wnr soo>ea NTS 8 e 23 8f00.11 A Memanicel DESIGN PRESSURE AND ANCHORAGE -NO REINFORCEMENT TABLE G. 4 Mr OR 51/4" SILL (SEE NOTES BELOW FOR OTHER SILLS) All Laml or Laml I.O. wl PVB Interlayer GLASS TYPES: 5, 6, 11, 12, 17, 18, 23, 24. 29. 30, 36. 36 >HEAD & SILL (H&S) INTERLOCK & STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS ANCHOR CITY. PER PANE >JAMB ANCHOR QTY. >P-HOOK ANCHOR QTY. (SEE DETAIL SHT. 13) DOOR HEIGHT 8 ' (68) 84" (70) 90" (76) 9w (80) PANEL WIDTH FRAME SIDE — N N ' �_ N Cl 0o U ^ N 0 8 ' LI N N DESIGN PRESS. +65/65 ' +65165 +8 65 +Ubf4ib H&S C4+1 1 04+1 C4+1 C4+1 I C4+1 I C4+1 C4+1 C4+1 04+1 C4+1 04+1 04+1 24" (20) JAMS 8 8 6 1 6 8 8 9 9 1 9 9 9 1 9 P-HOOK 4 4 4 4 4 4 5 5 5 5 5- 5 DESIGN PRESS. +6 65 +6515 +t351 5 +85/65 H&S C4+1 CA+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+.1 C4+1 C4+1 C4+1 30" (26) JAMB 8 8 8 8 8 8 9 8 9 9 1 9 9 P-HOOKI 4 1 4 1 4 4 4 4 5 5 5 5 1 5 5 DESIGN PRESS. -65 + 51 + +65f65 H&S 1 C4+1 1 C4+1 C4+1 C4+1 C4+1 1 C4+1 C4+1 C4+1 C4+i C4+1 C4+1 C4+1 35' (30) JAMB 8 8 8 B 8 1 8 9 9 1 9 9 9 9 P-HOOK 4 4 4 4 4 1 4 5 1 5 1 5 5 5 5 DESIGN PRESS. +85/65 +65165 +65f65 +651-65 H&S C4+1 C4+1 Csl*2 C4+1 C4+1 04+2 C4+1 C4+1 C4+2 C4+1 04+1 C4+2 42" (36) 1 JAMS 8 B B 8 8 8 9 9 9 9 9 9 P-HOOK 4 4 4 4 4 5 5 1 5 5 5 5 1 5 DESIGN PRESS. +65f65 +65h65 + 5(65 +6 5 H&S C4+1 C4+1 C4+2 C4+1 C4+1 I C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 G4+2 48" (40) JAMB 9 8 B 9 8 8 10 9 9 10 9 8 P4100K 4 4 5 4 4 5 5 5 5 5 5 6 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4 1/2" OR 51/4" SILL. 2. WHEN USING THE 2 3/4" SILL, POSITIVE DP IS 50 PSF MAX AND WITH THE 3 1/2" SILL, POSITIVE PRESSURES IS 73.3 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE BA. 3.2 34'. 3 1/2", 4 V2" AND 5114" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 518" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 6 MAYBE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLOR10A BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. ANCHOR TYPES: 1. 114" ELCO ULTRACON (FORMERLY TAPCON) 2. 1/4" ELCO SS4 CRETE-FLEX 3. #12 STEEL SCREW (G5) 5. SEE SHEETS 10 THROUGH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 6. GLASS TYPE KEYS: (SEE NOTE 1, SHEET 1 FOR COMPLETE DESCRIPTIONS) 5,6 - 7116" LAMI (AN-HS W/ DBPVB OR SSPVB 11,12 - 9116" LAMI (AN-HS Wl DBPVB OR SSPVBI 17,18 - 1 1/16" LAM[ I.G. 3/16" T EXT. CAP, 3/8" AIR SPACE & 7116" LAMI (AN-HS W/ DBPVB OR SSPVB) 23,24 - 1 1116" LAMI I.G. 3/16" T EXT. CAP, 5/16" AIR SPACE & 9/16" LAMI (AN-HS W/ DBPVB OR SSPVB) 29.30 -1 1/16" LAMI I.G. 114" TEXT. CAP, 5/1W AIR SPACE & 7116" LAMI (AN-HS W/ DBPVB OR SSPVS) 35,36 - 1 1/16" LAMI I.G. 114"TEXT. CAP, .114"AIR SPACE 8 9116" LAMI (AN-HS W/ OBPVB OR SSPVB) N0MI&fZ,nM215 P.O. Box Iva NOKOMIS, FL 8 4 (� OH LENGTH CFT H EWEQUAL HEIGHT1 ER SEE NOTE 3 ALUM. SLIDING GLASS SOD780 I NTS 1 9 > 23 1 8100-11 TABLE SA ;ILL HT. VS POS. DF SILL HEIGHT POS. DESIGN P.RESSURI 1 5/8" WA 2314" +50.0 PSF 3 1/2" +73.3 PSF 4 112" +100.0 PSI 5 1/4" +105.0 PSI [ 11'7-6614 Lucas A. Tumor, P.E. PE M201 McOarlwl 1) 114" ELCO ULTRACON (FORMERLY TAPCON) 2) 1!4" ELCO SS4 CRETE-FLEX 3) #12 STEEL SCREW (G5) 2. HEAD & SILL ................ 6• MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 4-9 AT EACH INTERLOCKAND STRAIGHTAND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL ANCHORS PER PANEL (THE 6• FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24• MAX. ON CENTER. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS ON SHT. 11. JAMBS & P-HOOKS... 711116° MAX. FROM BOTTOM AND 24112" MAX. O.C. UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS. 4-9. SEE P-HOOK ANCHOR DETAILS ON SHEET 13. ----------------------------------------- ANCHORS •ANCHORS PER PANEL" ARE THOSE 6• MAX INTERLOCK SEE CLUSTER DET SHT. 11 ASTRAGAL M AT THE HEAD AND SILL BETWEEN ~I _ _ CENTERLINE _ CENTERLINE I CLUSTERS OR THOSE BETWEEN CLUSTER AND A FRAME JAMB OR- W,'H-?�rli� I P-NOOK 6" MAX. i.- o I Q 24, MAX. O.C. INTERIOR i EXAMPLE OXX ANCHORAGE PLAN: C5+2 HEAD & SILL ANCHORAGE (3 PANEL 2-TRACK EXAMPLE SHOWN) _ (20) ANCHORS TOTAL Mnx. (3) PANEL, 48" x 96" DOOR FROM TABLE 4, SHT. 7, #12 WOOD SCREWS IN WOOD SUBSTRATE EXTERIOR O.C. I - — - — - — -- - — - -- — - - - — - — - -- — - — - — -- - — - — - — - — - — - — --J II I C5+2 & CORNERS = (27) ANCHORS TOTAL AT HEAD AND AT SILL SEE CLUSTER 4 C5 2 C5 2 CS 4 �I DETAILS, SHT. 11 rr rr a x r r N I r r r r r 7 11116" MAX. 711116• MAX. x (7)P-HOOK ANCHORS FIRST ANCHOR AT BOTTOM TOSE PERPENDICULARTO 24 la' o GLASS. ANCHORS ! MAX. O.C. (10) JAMB r THEREAFTER ALTERNATE t--- ANCHORS PERPENDICULAR AND 241f2" MAX. O.C. ° PARALLEL TO GLASS. 1 SEE SHEET 13, I INSTALLATION DETAIL. r • 1 7 11116" MAXI rr r 7 11116" MAX r r rr r r 24"MAX. O.C. 90° CORNER PRODUCTREWsED ro ayi.&"h(a:Florida Buildlag Code A EXAMPLE OX-XO CORNER ANCHORAGE PLAN: leo .Ile (4) PANEL, 48" x 96" DOOR FROM TABLE 4, SHT. 7,912 WOOD SCREWS IN WOOD SUBSTRATE B hua� C.auvol INTERLOCK CENTERLINE MIN. CLUSTER, TYP. 3 W MAX Nl�INTERIOR o — c - SEE CLUSTER DETAILS, SHT. 11 24" MAX. O.C. ANCHORAGE SPACING &EXAMPLE PLANS d' NocwruRrvE 0KOlA3, R 342J6 f4awm NPo xrd OKOMl3R$42r4 ALUM. SLIDING GLASS DOOR, IMPACT P.E CursePAE .9Tw82r01 Memaniwi 110 Ate•' A AAcx°a MW=RUurESWSMa�3AE 1i%,Rtw &swB aNT$N10 23 1 8100-11 A a ----------------- INT. INT. INTERLOCK CENTERLINE I 3,313 1.656 I I r -- 2.520 --ASTRAGAL OR �A3fiRAi;ACaR 1.656 INT-, I'A-STRAGAL'OR INT- - I I INTERLOCK — i i INTERLOCK — I CENTERLINE i j CENTERLINE 3.313 i i CENTERLINE I I I I 25291 3 313 5.058 0 ___ 4.164. I I � _- A L_____—___—_ 3.313 ; IA�SfiRAZ+ACaR------------- � iA$TrtAZ+ACa72------ ____ INT. INTERLOCK INT. I I INTERLOCK --I io 4164 { CENTERLINE i CENTERLINE 1 1.556 I INT. 3.313 I I 3.313 4.64- �` 2.529 1 i 2.529 i i 0 2.52 I I i I Z I I 4164 0 3.313 INT. 2.529 — 1i 611Id 1 0 �_ 4.164 I q 3.313_______________J ITSIDECORNER 3-TRACK INSIDE( lR CLUSTER 10 ANCHOR CLU xaKomis. Fl.saz�s P.O. BOX /3�9 NOKO9IS FL as274 T4L-;x+ +- 0 11 i F2529 SLIDING GLASS DOOR, IMPACT srtNTS w.0 11 123 8100-11 INT. I 3.313 PAODUCTREWSED re.gg'ym3 w hh 0a: Florida 8m'tdin¢Cade Acrz/asacallo-1202.011 12 mii u"Comm DMm. r Lures A. Tumat• RE PE#58201 mKhallol 1"MIN. y {�r 21 C. D. TYP. I~�I I _ 1"MIN . _ E.D. TYP. 1 318" MIN. 1 rr1 MAX MAX.1 J SHIM SHIM WOOD ANCHOR TYR, SEE NOTE DETAIL AA 2-TRACK FRAME HEAD WOOD INSTALLATION 2x WOOD BUCK TYP., SEE NOTE 3 2 17132" O.C. DETAIL AS, 3-TRACK FRAME HEAD WOOD INSTALLATION 318" MIN. 2 V2" MIN. E.D. TYP. 2112" MIN. E.D. TYP. SEE N NOT MAX MAX SHIM SHIM 2 17132" O.C. TYP. L- CONCRETE ANCHOR TYP., SEE NOTE 1 J DETAIL AC 2-TRACK FRAME HEAD DETAIL AD 3-TRACK FRAME HEAD CONCRETE INSTALLATION CONCRETE INSTALLATION SEE NOTE 2 217132" O.C., TYP CONCRETE ANCHOR TYP.,BEE NOTE WOOD ANCHOR TYP CENTER STAGGERED ON 3 TRACK TYP. SEE NOTE=� r J � = SEE NOTE 5 1-� �r i Poi I -I SEE NOTE I 5 t"'I _ - SEE NOTE 5 Iy I 1 Ii j IC J i 1 3/8" MIN. — ��--_ _7 3/B" MIN. t : SEE a .. r r NOTE 1 r ., ` -• , a r 1E E.D., 2 17132" O.C., TYP. 1" MINI 2 112" MIN. E.D. TYP. •� T 2 2 17/32" O.C., TYP. E.D., {r— 3.4 KSI MIN. TYR TYR DETAIL AG 2-TRACK FRAME SILL CONC. TYP. DETAIL AH 3-TRACK FRAME SILT DETAIL AE. 2-TRACK FRAME SILL DETAIL AF 3-TRACK FRAME SILL CONCRETE INSTALLATION CONCRETE INSTALLATION WOOD INSTALLATION WOOD INSTALLATION F_ CONCRETE ANCHOR TYP., SEE NOTE WOOD ANCHOR TYP SEE NOTE 2 SEE NOTE 5 �._— -_� 3� 217132" O.0 TYP SEE NOTE 5 �Hil mil I 1 1��r yl� Jr I .Il i •� li c 1318"MIN. F-JL< _= _ 217132" O.C., TYP. —� E.D., 1-� 2 1/2" MIN. E.D. TYP. +I DETAIL AJ 4-TRACK FRAME SILL TYR DETAIL AK 4-TRACK FRAME SILL WOOD INSTALLATION Q CONCRETE INSTALLATION A NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS.12.13: pA 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 14' ULTRACON (FORMERLY TAPCON) - MIN. 1 31W EMBED. PEODUCI'BEVISED OR 1/4" ELCO S84 CRETE-FLEX-1 314" MIN. EMBED. as Iyj.,° ihft FWdde B.M.&Code 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5). 1W ELCO S84 CRETE-FLEX MAYBE USED INSTEAD OF #12 SCREWS. AZTWmmNo-IZ02.1 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1k°THICK. tz WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD - p, � BUCKS DEPICTED AS 2x ARE 1 VO THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). sPTisvl FtadyaCammi 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 118" THICK. THE ALUMINUM STRUCTURAL D1°isoo MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES �� ✓y USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES", SHTS. 4-9, FOR ANCHOR TYPE 3 ARE ACCEPTABLE. 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE �)/2'W IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY /✓!b� HAVING JURISDICTION. - Nana 14 n xns ^- P.o.Bo lw -ALUM. SLIDING GLASS DOOR, IMPACT Lyyes0.Tum¢r, P.E. PEu9201 Nq'aW%EL$4274 VWbly Better `°S W MS 12 d23 �o�8100-11 A Necnanmel 1 318" MI" 1/4" MAX SHII WOOD ANCHOR TYP., SEE NOTE 2, SHT. 12 1 3/8" MIN. III 1/4" MAX. SHIM �-1 Fes-- 1/4" MAX. SHIM WOOD CONCRETE ANCHOR ANCHOR TYP., SEE TYP., SEE — NOTE 2, r� NOTE 1, SHT. 12 - SHT. 12 2x WOOD 2x WOOD BUCK BUCK TYP., L E SEE NOTE 3, SEE NOTE 3, � � SHT 12 SHT. 12 DETAIL AM, 2-TRACK FRAME JAMB WOOD INSTALLATION 1 3/8" Mil 1/4" MAX. SHIN DETAIL AL. 4-TRACK FRAME JAMB A WOOD INSTALLATION WOOD ANCHOR, SEE NOTE 2, SHT. 12 ANCHOR QUANTITIES FROM TABLES 16, SHTS. 4-9, PERTAIN TO THIS ANCHOR LOCATION WOOD ANCHOR TYP., SEE NOTE 2, SHT. 12 1W MAX SHIM MIN. E.D. CONCRETE ANCHOR '., TYP., SEE NOTE 1, SHT. 12 1x WOOD BUCK TYP„ SEE NOTE 3, SHT. 12 +— 3.4 KSI MIN. CONC. OR 1.5 KSI CMU, TYP. 1/4" MAX SHIM DETAIL AN, 4-TRACK FRAME JAMB CONCRETE Q CONCRETE INSTALLATION ANCHOR TYP., SEE NOTE 1, 2x WOOD SHT. 12 BUCK TYR, SEE NOTE 3, pA SHT. 12 4 3/16 IN. .C. D GOW STAGGERED SPACING, TYP, ALL JAMB DETAILS DETAIL AP. 3-TRACK FRAME JAMB WOOD INSTALLATION WOOD FRAMING 1 3/8" MIN. -- 1 3/8" MIN. --_--- WOOD ANCHOR SEE NOTE 2, SHT. 12 7 11/16" MAX. FROM CORNER, 24 1/2" MAX O.C. (FIRST ANCHOR) P.O.S xlMl IMOMIA FL 84Y14 2 1/2" MIN. E.D. TYP. OR ELCO 1/4" SS4 CRETE-FLEX (MIN. 1 314- 21/2° EMBEDMENT) ' TYPICAL JAMB CLUSTER -TRACK FRAME JAMB fE INSTALLATION ELCO 1/4" TAPCON (MIN. 1 3/8" EMBEDMENT) OR ELCO 114" SS4 CRETE-FLEX (MIN. 1 314- I EMBEDMENT) MIN. E.D. IxWOOD BUCK TYP., SEE NOTE 3, SHT. 12 11 f- i ;:; 'r'T— 3.4 KSI MIN. CONIC. L.J `� IF OR 1.5 KSI CMU, Tl DETAIL AQ 3-TRACK FRAME JAMB CONCRETE INSTALLATION ELCO 114" TAPCON (MIN. 1 3/8' EMBEDMENT) OR ELCO 1/4° SS4 CRETE-FLEX (MIN. 1 314" EMBEDMENT) %' "• -F CONCRETE ANCHOR, SEE NOTE 1, SHT. 12 ANCHOR QUANTITIES FROM TABLES 1.6, SHT. 4-9. PERTAIN TO THIS ANCHOR ::.. LOCATION. I l" MAX. FROM ''."°•.�. CORNER, 24 tl2" MAX O.C. 3.4 KSI MIN. CONIC. SGD780 CONCRETE ANCHOR SEE NOTE 1, SHT. 12 7 11/16° MAX. FROM CORNER, 24112" MAX O.C. (FIRSTANCHOR) 13 > 23 1 8100-11 PRODUCE REVISED as mmPlyj'vmh 8m Foda n EAunw°N >Tma - lZ By hL aftCaawl Diwim L=s A Tumor, P.E. PEOU01a V.A.Mal DETAIL'B', SHT. 18-\� f DETAIL'C', SHT. 18 �` -�-DETAIL'A', SHT. 18 DETAIL'D', SHT. 18 f DETAIL'E', SHT. (+— 191 7/16" MAX. WIDTH —y _- / r PANEL PANEL I PANEL PANEL TYPE TYPE TYPE TYPE 'R' 'L' 'M' 'P' 121 MA % HY SEE TY NOTE 4. I� 1 SEE NOTE 2 OXXX (2 TRACK) I DETAIL'F', SHT. 16 DETAIL'B'. SHT. 18�^ .� DETAIL'C'`SHT. 18 F i t DETAIL'G'. SHT. 19 DETAIL W, SHT. 19 52 3/32" MAX. DLO TYP. DETAIL'X, SHT. 16 i PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'R' 'L' 'M' 'F 106 5/8" MAX. DLO TYR SHT. 16f DETAIL'IC. SEE NOTE 2 OXXXp (3 TRACK RIGHT POCKET) 1. SEE SHEET 15 FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX. NOMINAL PANEL WIDTH = 60". SHTS. 16-20 FOR SECTION DETAILS AND SHTS. 4-13 FOR ANCHORAGE DETAILS. 2. REINFORCEMENT LOCATIONS: REINFORCEMENTS ARE REQUIRED IN THE EXTERIOR INTERLOCKS OF DOORS. SEE SECTION DETAIL C, SHT. 18, 3. DLO WIDTH =NOM. PANEL WIDTH -729/32" DLO HEIGHT =DOOR HEIGHT -33/8" 4. (1) LOCK (ITEMS 154-161) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 170) AT FRAME JAMB OR ASTRAGAL, DETAIL'E', SHT. 18 DETAIL'O', SHT. 18 P.O. SQX 1378 NDKOd11S, R8 4 PANEL PANEL TYPE TYPE 'QS' 'R' f SEE NOTE 4 SEE NOTE 2 J LDETAIL'F', SHT. 16 XX-XX (2 TRACK OUTSIDE CORNER) A DETAIL'M', SHT. 19l - - 'w DETAIL'L', SHT. 19 DETAIL'N', SHT. 19 DETAIL'O', SHT. PANEL PANEL 1 PANEL ) PANEL TYPE TYPE TYPE TYPE 'R' 'R 'F' SEE NOTE L L 4 - 1. SEE NOTE 2 1 % % DETAIL'P', SHT. XXXX (4 TRACK BY-PASS) N G19111fiA SGD780 I NTS 1 14 1 23 1 8100-11 'M', SHT. 19 — SEE NOTE 2 DETAIL'Q', SHT. 20 i SEE NOTE 2 PRODULTRSVISM m comPlYin¢.i dm Plmde Building Cbdc fEDZ.I Acc"P .No D O Z E.P�P DivmY Lu. A. Tumor. P.E. PROM Meo anlr PANEL LETTER PANEL LETTER NOTE: P GR DOUBLECIKSTILE t LOCKSTILE �' MAXIMUM NOMINAL PANEL WIDTH FOR ALL INTSINGLE ERLOCK LOFXED INTER OCK 617 PANEL CONFIGURATIONS FIXED SINGLE U ASTRAGAL LOCKSTILE EQUALS 60" Q R LOCKSTILE "s INTERLOCK BOX OUT OUT T ASTRAGAL d`$ �-- FIXED U ASTRAGAL- LOCKSTILE 80X0 OUT [] LOCKSTILE BO/X� IN IN T AST NGAL A SINGLE .. ,_ LOCKSTILE BOX IN Y s LOCIKSRT LE INTEL CK , 4 INTERIOR S FIXED ASTRAGAL LOCKSTILE ""-"""'-' SINGLE (ALL PANEL TYPES) (BOX OUT) LOCKSTILE OUTINTERLOCK EXTERIOR j 15 S FIXED ASTRAGAL l7 G LOCKSTILE DOUBLE INTERLOCK BOX IN LOCKSTILE�'-� IN k DOUBLE ASTRAGAL Y LOCKSTILE 3 �^ LE LOCKSTILE INTERLOCK BOX OUT YR FIXED %OUT) v LOCKSTILE �a AGAL ASTRIN INTERLOCK LOCDOUBLE STILE BOX IN w DOUBLE ASTRAGAL A/J LOCKSTILE- ", SINGLE BOX INTERLOCK ,,. IN w� INTERLOCK WR ASTRAGAL DOUBLE CS ASTRAGAL TRAG L SINGLE INTERLOCK (BOX p� OUT INTERLOCK pA L SINGLE ASTRAGAL /'� SIC SINGLE L ASTRAGAL BOX OU INTERLOCK OUT QA INTERLOCK ell RECEIVER AR AST"� �^] QS CORNER - SINGLE INTERLOCK OUT INTSINGLE ERLOCK Q LOCKSTILE BOX OU AS - SINLE SQ SINGLE CORNER NGL INT RG CK QA INTERLOCK LOCKSTILE BOX IN C SINGLE ASTRAGAL A C� AS ASTRAGAL - _ SINGLE BOX IN INTERLOCK IN QA RECEIVER �' INTERLOCK YftODUCI'1iEY1SED es turaFlyi-b lha Florida B SINGLE _ SINGLE GP A SINGLE Y'>-,— r ASTRAGAL e.dNlagcoae -IZoZ.II INTERLOCK INTERLOCK �7/`1 A Q INTERLOCK RECEIVER AcceP��cDl 0lp, F D F SINGLE SINGLE C1 CORNER l Lys SINGLE INTERLOCK Ns. ��` �OotlO INTERLOCK INTERLOCK LOCKSTILE g� n+ ka E SINGLE SINGLE I SINGLE CORNER LOCKSTILE INTERLOCK INTERLOCK �A INTERLOCKDOUBLE DOUBLE CF ASTRAGAL FIXED INTERLOCK INTERLOCK QA RECEIVER LOCKSTILE 1 /2G�vg K LOCKSTILE FC FUCED ASTRAGAL INTERLOCKSINGLES INTERLK t% ® LOCSTILE RECEIVER o7srECRNoiocrosvEP -�- PANEL TYPES ,a.,. ^1e NOKOMa R. W76 PO80Y159 ALUM. SLIDING GLASS DOOR, IMPACT ceeA lumer, P.E. sM AOO PME ePnays ostc ovnaurAre �s aooatoPnwasANs Vuibly Better ran..rau soD7ea auh NTS afw[ 15 123 hvagfo 8100-11 �' A F.K 1189) A REIg6ElKJiETO MAC NOM. PANEL N10Rf (Y60: rm Noxomrs, FL 3I371 PEt 01 xtecnankel fiK 6M/07 JJ KY/X1491 G]EXTERIOR INTERIOR [� (ALL VERT. SECTIONS) 112 nRuaf 113 18 18 3 3 13 13 11 11 LL '�' DETAIL'S' DETAIL U DLO TYR 240R25 240R25 11 11 3 3 115 rnonucraEvlsv os camel with 0x Nmida 13 115 13 C4d ooa- 20a(14 a A mm w Pfau acD uw mwsi.. 121 120 5 e° 108 109 110 109 110 107 120 DETAIL W DETAIL T marECNNo oorGNrvE NGKOMIS, FL 91Z16 P.0. t% 1 NOKOIdl3, Pi sezra RTICAL SECTION DETAILS Luces0.Tumer, P.E PEM201 Mea�m�ioi '� ALUM. SLIDING GLASS DOOR, IMPACT FJC 1f2T ^^ A lbPfgCt•GEMS NUAfBER9 iO MATG1Pggf8LI5T. A00P1TSrtLL1 M - verb$Bever SGDM ea. 1/2X a es 15 > 23 u.meea 8100.11 wn: A F.K WI/G7 .u. wo 7 EXTERIOR INTERIOR (ALL VERT. SECTIONS) 117 2828- 111 116 7SER 1 6 a[RISER 3112" SILL 3 2 314" HEIGH" SILL 13 HEIGHT 11 AA 118 7RISER 106 5181, o p DETAIL'O' SIB Typ HEIGHT J_— 24 OR 25 11 119 4.409" 3 QA RISER 115 ra0Duc73eDwsso A51/4" °E CO°'all'i^Bwith do Flmide ewln:ne coca SILL At:.apwm No OB- 2 11 13 HEIGHT .780" ASxtl a&a Pmduaconwl 121 RISER 1 5/8" viia a, SILL Q HEIGHT 106 109 120 110 A pDETAIL'P' SILL RISERS OPTIONS 10MTECNNOLOOYDRN VERTICAL SECT. DETAILS & SILL RISERS OPT. NDKOMIB. Ft SOSr5 1°1' « cmaREcrrusNUNeERsroamcxFwsusr. ALUM. SLIDING GLASS DOOR, IMPACT w�aan�,,pE FK 1ffdDT A 'ADDDETAR9D5P, 41W1CKttE10551LL CN0. /L)ERNAlEro5610PT. P.O. EDX 15Jw suasala9e a� g",a �,Po'y M.: NCKW11s,fi. 74 ua�a[r BeraT vE ssazsl RK p5/V07 J.J. S xxnoom SG0750 1/b( 17 + 23 8100-11 A Merl,amcel (1 1 a NOTE: 1Z' LG.'O' PANEL BRKT. LOCATED AT TOP 8 BOTTOM OF FIXED PANEL 132 143 134 U v DETAIL 'A' (FIXED PANEL) 58 5 p l4 9 4 INTERIOR (ALL HORIZ. SECTIONS) 1 y EXTERIOR ITEM 148 NOTE: TABLES 3 AND 5, SHEETS 8 AND 8 1 148 REINFORCEMENT Y IN THE EXTERIOR INTERLOCK OF DOORS REQUIRING REINFORCEMENT DETAIL 'C'(REINFORCED) P.O. B0 15 NO 0" Fl.. 4 DETAIL 'B' DETAIL'D' LIORIZONTAL SECTION DETAILS 4LUM. SLIDING GLASS DOOR, IMPACT .wvvs m11 a.c ' sao�eo 1/2x 1 18 +23 18100-11 Luray A Tu .P.E. PESM201 MaUunicel DETAIL 'G' 101 (FIXED PANEL "O") 3 NOTE- 127 LG. 'O' PANEL BRKT. 18 LOCATED AT TOP & A BOTTOM OF FIXED PANEL. SCREW ITEMS 132 AND 134 LOCATED 100 1 112" FROM EACH END OF BRACKET 1 2 132 143 134 18 100 1 2 18 Z& 2 3 Fa 4 INTERIOR (ALL HORIZ. SECTIONS) EXTERIOR 105 DETAIL'L' DETAIL'N' A A A 18 5 5g A lRODULTacEO 104 Q compfyin=ftFj.n& uiidnscod, A 5 A ce mwNu Iz z.0 0 Li A inD pq �o Pfoduci Convoi Lr— 4 4 DM:� r DETAIL W A DETAIL IMF (NOT REINFORCED) U IOMMre OLCBromve OH RlZONTALSECTIONDETAILS N `s "9 n P.O. BOX IU9 NOXOhBS. Fl.3121s ALUM. SLIDING GLASS DOOR, IMPACT LucasFA0682e,, P.E. ewar201 MaNaniral per FA our 1f/BBl Iw90v: A LOBRfL L a AU6BfBBTO ALNLNPMTBI AOOOEIMBLBN, 4TB/1L9fOETNL56(MRFINfORCEDOETIfLN w� VifiblY Be[rcr e,es+beK SGD780 - 112X -T 19 d23 a�"s^'^ 8f00-if — A armoY me 108 DETAIL'Q' A (OUTSIDE CORNER, 2-TRACK SHOWN) P.O. BOX lm Ha S.a. 4 IK n�v� o� 2o2.U12 0 hf Bl aGe ProduatOmvd , ITvision 108 DETAIL'R' (INSIDE CORNER, 2 TRACK SHOWN) A. Tumer. P.E. 5Go18%2X200 d 23 "8100-11 A Megi�emni SOD780 PANEL PARTS SGD780 DOOR FRAME PARTS CONTINUED ITEM DWG A PGT # DESCRIPTION ITEM DWG 1 PGT # DESCRIPTION 1 8012 68012 BIN PANEL STILE 108 8118 1681laA 2TSILL 2 8104 68104 BAW STILE ADAPTER(FDED AND LOCKING) 109 8115 68115A MID SILL COVER 3 1644 61644G WEATHERSTRIP, .270 X.187 WSTP 4PLY GREY 110 5117 68117A INT-EXT SILL OVER 4 8102 68102C B/W INTERLOCK ADAPTER (LEFTAND RIGHT) 111 8121A 68121A W/B 4T SINGLE HEAD 5 7070 6707OK NEOPRENE BULB WEATHERSTRIP 112 8124A 68124A W/B 3T SINGLE HEAD 11 8014A 68OW B/W TOP RAIL/ SMALL BOTTOM RAIL 113 8127A eB127A W/B 2T SINGLE HEAD 12 80138 68013A B/W TALL BOTTOM RAIL 114 8128A 68128A W/B 2T W/ SCRN SINGLE HEAD 13 8103B 68103E B/W SWAP RAIL ADAPTER 115 8140 88140A SILL RISER 1 SIT 15 8105 68105 BAN BACKER PLATE 116 8139 68139A SILL RISER, 2 3/4" 18 8136 68138 BAW SCREW COVER 117 8138 68138A SILL RISER, 3 1/2" 19 7518X2LBOLTX 5116" X2" LAGBOLT, (STAINLESS) 118 8137 68137A SILL RISER, 4112 19A 8197 48197N LAGBOLT WASHER, NYLON 119 8182 68182A SILL RISER, 5 1/4 20 78)04PPTX410 #8X 3/4"PHIL PAN TEK SCREW 410 SS 120 8183 68183 SILL MOUNTING STRIP 21 1695 71696K 11/2"W X1"L X 3/4"H FIN SEAL DUST PLUGS 121 8119 88119A EXT SILL COVER WSCRN 22 71OX115PPX SCREW #10X1 1/2" PHIL PAN SMS SGD780 MI C. &KIT PARTS 24 8153N 78153N TANDEM NYLON ROLLER ASSEMBLY ITEM DWG MPGT9 DESCRIPTION 25 8153X 78153X TANDEM STAINLESS STEEL ROLLERASSEMBLY 125 1781PQA FRAME SCREW#8 X I TYPE ATWINFAST THREAD 26 BW 68022 (BAN) NIERIOR BEAD 126 1270 7PAD118 PAD, OPEN -CELL FOAM ADHESIVE (112 X 1 118) 28 8145 68145(BAW) 7116 OR 9116 LAMINATED BEAD (OGEE STYLE) 127 1179 710X34PPSDAX #10X3/4" TEKTIP PHIL PAN SCREW 32 8146 68146 (BAN) 1 1116 LAMINATED BEAD (OGEE STYLE) 128 653 7SDKEEP SCREEN LOCK KEEPER 40 8148 68148 (B/W) 9116'SQUARE BEAD 129 727 41818K SCREEN KEEPER SPACER SET 42 8149 68149 (BAW) 1 1/18" IG SQUARE BEAD 130 947 41722W,K,S ROLLER ADJUSTMENT HOLE PLUG 44 8150 68150 (BAN) 7/18" SQUARE BEAD 131 72087K BLACK BUMPER (FRAME JAMB) 46 1224 BTP247 (K) VINYL GLAZING BULB 132 76X38PPAX #6 X3/8" PHILUPS PAN HEAD 1B3 SS 47 1643 61643K FOAM FILLED NEOPRENE GLAZING BULB 133 44432 W,B COME A LONG 48 1052 71052K SETTING BLOCKS 1" 994" 71/16", LAMI 134 1155 781PQX 0 X1" LONG COMBO SQIPHIL SCREW 1B8 STST 50 8047 78047K SETTING BLOCKS 1" X4" X 1/8", IS 135 1696 7169BG 1 5/8" W X3/4" L X. 719" H FIN SEAL DUST PLUGS 61 8185 78185X GEMINI LOCK W/ LONG TRIM PLATE 141 14385 171164W.K,S 4 HOLE BUMPER STOP 52 8184 78184X GEMINI LOCK W/ POCKET TRIM PLATE 142 l76nBPPTX #8 X318" PAN PHIWPS TEK SCREW 53 71032XIFPFX 1032 X1" LG FLATHEAD SS SCREW WITYPE "F" TIP 143 8188 168188 "O" PANEL BRACKET —12" LONG 54 7103239 IG32 STEEL ZINC U-NUT 148 8192 168192 M PTTERLOCK REINFORCEMENT 55 DOW B99, 995 OR INSTANTGL02E GLAZING SILICONE 150 8167 178157K HANDLE KIT N-ACTIVE BLACK 58 8166 68156 B/W INTERLOCK TRIM COVER 151 8156 78158W HANDLE KIT N-ACTIVE SATIN WHITE 59 8175 48175 W/B CORNER ASTRAGAL SEALS 152 8169 78159SN HANDLE KIT IN -ACTIVE SATIN NICKEL PVD 60 Bill 68111 Bm CORNER RECEIVER A5TRAGAL 153 6177 78177B HANDLE KIT IN,4CTIVE BRASS PVO PRpDULT1tG?'!St3� ssu.np!yI.�^FLO94s �°Na _ 7,pt• UZ Ex pyo I - 8y aicfl aeual piriiM 61 8110 68110 B/W CORNER LOCK ASTRAGAL 154 8160 78160K HANDLE KIT ACTIVE NON -KEYED BLACK 62 8112 68112 CORNER BACKER PLATE 155 8161 78161W HANDLE KIT ACTIVE NON -KEYED SATIN WHITE 70 GLASS. 7/16 LAMI - OPTIONS 1,2,3,4,5 & 6 158 8162 761625N HANDLE KIT ACTIVE NON -KEYED SATIN NICKEL PVD 71 GLASS, 9116 LAMI -OPTIONS 7,8,9,10,11 & 12 157 8178 78178E HANDLE KIT ACTIVE NON -KEYED BRASS PVD 72 GLASS, 1 /16 LAMI I.G. W/ 3/16 CAP & 7/16 LAMI-OPTIONS 13-18 158 8163 78163K HANDLE KIT ACTIVE KEYED BLACK 73 GLASS, 1111 16 LAMI I.G. W/ 3116 CAP & 9116 LAMI- OPTIONS 19-24 159 8164 78164W HANDLE KIT ACTIVE KEYED SATIN WHITE 74 IGLASS, 1 1/18 LAMI I.G. W1114 CAP & 7116 LAMI-OPTIONS 2530 160 8185 7Bi65SN HANDLE KRACTNE KEYED SATIN NICKEL PVD 75 1GLASS, 11116 LAMI I.G. W/ 1/4 CAP & 9116 LAMI- OPTIONS 3136 161 8179 78179B HANDLE KIT ACTIVE KEYED BRASS PVD SGD7BODOOR FRAME PARTS 1628166 78168WR SECONDARY ACTUATORKITR.H. BLACK ITEM DWG 41 PGT# DESCRIPTION 1638167 78167WR SECONDARY ACTUATOR KIT RH. SATIN WHITE 100 8132 68132W,B 4 TRACK JAMB 184 8188 781 M NNR SECONDARY ACTUATOR KIT R.H. SATIN NICKEL PVD 101 8133 68133W,8 5-TRACK JAMB 165 8180 78180E SECONDARY ACTUATOR KIT RH. BRASS PVD 102 8134 68134W,B 2TRACK JAMB 166 8159 78169KL SECONDARY ACTUATOR KIT LFL BLACK 1D3 8135 68135W,8 2TRACK JAMB W/SCREEN TRACK 167 8170 7817OWL SECONDARY ACTUATOR KIT LH. SATIN WHITE 104 8108 68108 SAW P-HOOK 168 8171 781715MIL SECONDARY ACTUATOR KIT LK SATIN NICKEL PVD 105 8109 68109 BAW P4iOOK MOUNT 169 8181 781810 SECONDARY ACTUATOR KIT LH. BRASS PVD 106 8120 68120A 4TSILLASSEMBLY 170 8186 78185X 1"KEEPER 107 8116 68116A 317SILL 171 18107 178197X 314"KEEPER w.wey Rv 5 NOXOMIS.R W74 Po. Rox,d� NQ'(OMl8, Fl.314)A - 'PA PARTS LIST m ALUM. SLIDING GLASS DOOR, IMPACT Lucas A. Turner, P.E. PE N8201 Meamiret �, wafom>KWX.coar FX. Ii/d97 R^TM"s' A ACO4IRACKfRAAlE, CDRNER, SCREEN LOCK 9ECONMRYACR2ATOR PARTS G(ASSTYPf641&/'SNl RISER. GOR�CTNIOdX IIEI.I NOS lAmbly Better sw.xaa SGD780 NT$ s�„c 21 a 29 T"npm 81D0-11 A•r: A us+n F.K. Dn, Nf/07 orm a wn. Kq 7 r —� 442 .506 ; 1 9 ,306 "L—P, �a�-- 93 .965 � 7� .717 �— } � .847 F — .045 INTERLOCK TRIM COVER FRAME SCREW COVER SILL MOUNTING STRIP INTERIOR BEAD (58) MATL: 6063-T6 (18) MAIL: 6063-T6 (120) MAT'L: 6083-TB (26) MAT'L: 6063-T5 DWG NO.8156 DWG NO.8136 DWG NO.8183 DWG NO.8022 782 .050912 .050 4l. -1 .850 .040 4; .912 5 J am` 7/16" OG B IEAD 9/16" OG BEAD 1 1116" IG OG BEAD 9/16" SO BEAD 1 1/16" IG SO BEAD (28) MAT'L: 6063-TS (30) MATL: 6083-T5 (32) MAIL: 6063-TS (40) MAIL: 6063-T5 (42) MAT'L' 6063-T5 DWG NO.8023A ® DWG NO.8145 ® DWG NO.8146 QA DWG NO.8148 DWG NO.8149 D62 .713 r062 �— .713 .062 713 .062`11 P.09'U4Cf RE ED ,imfrijthft FlmiEe 4.409 .713 glaCKs 3.630 crepa�2 No e 2.628 1.878 "i t062.713 M,,,,; cOoNo�ctCmW1 I .780 I: I>iviston SILL RISER-51/4" SILL RISER -4117 SILL RISER-3 VT SILL RISER -2314' SILL RISER -15W (119) DWG NO. 182 (118) DWG O.8137 (117) WGLNO. 8138 (116) DWG NO. 138 (115) MA7WGLNO. B140 eweP oar as"+oQ �, ExrRUSIONS xaca+faa.w7s_ ALUM. SLIDING GLASS DOOR, IMPACT Wwe A. Tumor, PS FK P.Q BO%iT1B _ asw A' oa lf� A A REM9J I06ilA LOFFECTREHM/fA9EA.4T0 M4)ClV90.N NO%OM1S, f13et11 vwby Beers. e.e.wee mw[ w.ae ea m. PE4lBfU1 F/C 5/f/07 �.� "n sco7so 1/2x 22 > 23 8f00-7f A r Aan�� LF� 4.741 -�I y �I 2.0r00 .074 I PANELSTILE (i) MAT'L: 6083-T6 DWG NO.8012 l =-:j 1.9I47 1--- 1.061�� T11 ff i 075 J LOCKSTILE ADAPTER (2) MATL: 6063-T5 DWG NO.8104 JI� 125 .583 1 )11 1.793 ACKER PLATE (15) MATL: 6063-T6 DWG NO.8105 I+ 9.002 1.938 .100 TALL BOTTOM RAIL - 9" (12) MATL: 6063-T6 DWG NO.8013B 2.380 r- 2.711U1 .101 DOUBLE INTERLOCK (14) MATL: 6063-T6 DWG NO.8101 z o2s 2.380 I+ 2.324 L .'101 INTERLOCK ADAPTER (4) MATL: 6063-T6 DWG N0. 8102 .091) 420 2.442 .H P-HOOK 4.968 (104) MAT'L:6063-T6 .126 DWG NO. 8108 ASTRAGAL (28) MAT'L: 6063-T6 DWG NO.8107 5.500 P-HOOKMOUNT 1.000 ® (105) MATL: r DWG N0.6063-T68109 T 15 --I -_�c-1 +I 2.099 MID SILL C�R (109) MAT'L 6063-T6 DWG NO. $115 .110 7.205 TO BOTTOM RAIL -412' (11) MATL' 6063-T6 DWG NO.8014A I 1 30( b1.938 r-- 1.172 N5 .M T SNAP RAILADAPTER 13) MATL• 6063-T6 DWG NO. 8103A 1.845�.090 "O"PANEL BRACKET (143) MAIL: 6063-T6 DWG NO. 8185 r 374 -Di-) 1 J 1.801 L. 3.063 -�� INTERLOCK REINFORCEMENT (146) MATL: 6105-T5 DWG NO.8192 2.836 F- 2.424� .094 CORNER LOCKASTRAGAL (61) DWG NO.8110 MATL: 6063-T6n3 1.184�( 1.084 1.084 I� .090 Dp - 1 _r- 1.084 .090 h.615 16.085090 44 �--�___L 7.443 �• 2-TRACKJAMB t (102)MA7L: 6063-T6 r DWG NO.8134- 3-TRACKJAMB -Jr (101) MATL: 6063-T6 ' �^n - DWG NO. 8133 v ieuo inn crow 4-TRACK JAMB (100) MATL: 6063-T6 ZA DWG NO. 8132 LL 140 ll 1.455�-1,T� 1-f 1 r7 ]1 .ram`' 0`' u 6 J11.144.. 4-TRACK SINGLE HEAD MATL: 6083-T6 LK .090 (111) DWG NO. 8121A «In 1.495 ' .-1r} o5�p �I 11.85853 4-TRACK SILL ASSEMBLY MATL: 6083-T6 (ice) DWG NO. 8120 -+' 1.793'' - 090 1 2.723 L(LI ,� �L I .094 L:.J� 1.495 r�1- �. t .! �s-.�6 2.835 { Il�tt 9.323 ���f .12512413 .312 CORNER BACK-UP PLATE -� 3-TRACK SILL MATL6063•T6 CORNER RECEIVER ASTRAGAL (107) MATL:6083-TG : (62) DWG 3-T (gp) MATL: 6063-TS DWG NO.8116 DWG NO. 8111 L_Im ,090 2.781 6�a.521(+ 1.495 ffjkl' 1(_r{ 928 1.618 g 7� �� .045 ��-2-TRACKSILL IXI TSILL COVERW/SCREEN INT-EKT SILL COVER (108) MATL: 508346 n(121) MAT1: 6063 T6 (110) MATL: 6061 T6 P.O. BO%15N NO Afi R54E74 LS .090 1.405 �j.7 6.085 2-TRACK SINGLE HEAD (113) MATL:6063-T6 DWG NO.8127A r '090 j` t� j 1.405:,�;tin J T Iza1�- •. I Imo+ 7.443 III I 2-TRACK SINGLE HEAD W/ SCREEN (120) MATL: 6063-T6 DWG NO.812SA I 090 Lz_ iI,M_.�r{{ 1.405 ry�J I! L 1 F� ` 8.6J75 LLLLLL�J� 3-TRACK SINGLE HEAD (112) MATL: 6063-T6 .DWG NO.8124A SW780 11/4x 1 23 a 23 1 8100-11 (103) DWG NO.8135 Lu A Twe,. P.E. PE /55201 Mea *Al FLE COPY MIAMI DADE MIAMi-DADE COUNTY, pLORIDA 9 METRO-DADEFLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 372-6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/buildinaeode 1070 Technology Drive SCANNED Nokomis, FL 34275 BY SCOPE: St. Lucie County 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 i°FD-750" Outswiug Aluminum French Door w/Sidelites — L.M.I. APPROVAL DOCUMENT: Drawing No. 8000-11, titled "Alum. French Door & Side Lites, hnpace', sheets 1 through 12 of 12, dated 12/23/04, with revision D dated 01/25/10, prepared. by the manufacturer, 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 manufacturces 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 and renews NOA # 07-0103.02 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. 04-1028.10' Expiration Date: February24, 2015 Approval Date: February 10,2010 " Page I RMAu. E SMRT ARcwrrECTS, pia, AA f9 A NMIIf05 NdAPPROVEB Q RMSEBRESUBMfr APPROVED As CORRECTED EJREjEcTED This review Is only fof general Conformance with the design awapt of the P:a,'edand genendCompliance With f InfMation given In thecwbad C_:uments. Conections orcomments made on flro shop drandrgs dung tlds review do not relieve the contradof from DDmp&uce whh fhe requ menus of the plans and specifications. Approval ofa spadlieha n shah not iockde approval of an assembry of whldn the hem Is a campo"C on, tadoris responst'ble for. Dimensions to be confirmed and Comelated at the ObMe; lnfomtationthat pedains solely to the fabdsdion pmcessesOrto the means, methods, fec8niques, sequences and procedures of censhuc. lion: coordination otthe work of al allwhaf and for pedommhfg dlwptk in a safe and salisfactonymanw. Dare —2 6— I-L �� PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 8000-12, Sheets 1 through 12 of 12, titled "Alum. French boor & Side Lites, Impact", dated 12/23/04 with revision D dated 01125/10, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, 2) Uniform Static Air Pressure Test, 3) Water Resistance Test, 4) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram of an aluminum sliding glass door using a low sill threshold, glazed with 7/16" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5941, dated 05/20/09, signed and sealed by Julio E. Gonzalez, P.E. 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 6) Forced Entry Test, Per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4921, dated 07/17/06, signed and sealed by Edmundo Largaespada, P. E. 3. Test reports on: 1) Uniform Static Air Pressure Test, 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 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Test Reports No, FTL-4527, dated 02/10/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0419.03) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL-4528, dated 02/14/05, signed and sealed by Famundo Largaes a . E. (Sub» tined under NOA # 05-0419.03) �n a ue, �E. ProduetControlelPer<xa! er NOA No. I-102 .10 Expiration Date: February , 2015 Approval Date: February 10, 2010 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL-4529, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0419.03) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL-4530, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0419.03) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL-4311, dated 09/01/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0103.03) S. Test reports on: 1) Uniform Static Air Pressure Test, 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 aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL-4312, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0103.03) 9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL-43151 dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0103.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, dated 10/01/09, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300-02/04 q Mthe PerQin Product ControlExr NOA No. 09- Expiration Date: February 24,2015 Approval Date: February 10, 2010 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09-0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for thek "DuPont Butacite© PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. 2. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated 05/04/06, expiring on'05/21/11. 3. Notice of Acceptance No. 08-0520.08 issued to Solutia Inc. for their "Vanceva Composites Glass Interlayer" dated 7/17/08, expiring on 12/11/13. F. STATEMENTS 1. Statement letter of conformance, dated October 22, 2009, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated October 22, 2009, signed and sealed by Robert L. Clark, P.E. 3. Laboratory compliance letter for Test Report No. FTL- 4921, issued by Fenestration Testing Laboratory, Inc., dated June 26, 2006, signed and sealed by Edmundo Largaespada, P.E. 4. Proposal No. 08-1891 issued by BCCO, dated January 26, 2009, signed by Ishaq Chanda, P.E. G. OTHER 1. Notice of Acceptance No. 07-0103.02, issued to PGT Industries for their Series FD- 750 Outswing Aluminum French Door w/Sidelites — L.M.I., approved on 03/15/07 and expiring on 02124/10. i Manuel P •ez, .E. Product Control ra' er NOA No. 09-1028.10 Expiration Date: February 24, 2015 Approval Date: February 10,2010 E-3 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. B. 7/16" LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. C. 7116"LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. D. 7116" LAMI CONSISTING OF (2) LMES OF 31l6" HEAT STRENGTHENED GLASS WITH AN A75 VANCEVA INTERLAYER. NOA DRAWING MAP E. 7W LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7116" LAMI GLASS ASSEMBLY INSIDE (3116" A,.090 PVB, 3/16" HS). TOPIC SHEET F. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16" LAM[ GLASS ASSEMBLY INSIDE (3/16" HS,.090 PVB, 3/16" HS). GENERAL NOTES............ 1 CONFIGURATIONS ........... 1 G. 718" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, IX'AIR SPACE AND (1) 7116" LAMI GLASS ASSEMBLY INSIDE GLAZING DETAILS ........... 2 (3/16" A..075 VANCEVA, 3/18" HS). DESIGN PRESSURES...... 3 ELEVATIONS .................... 4 H. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 114" AIR SPACE AND (1) 7116" LAM] GLASS ASSEMBLY INSIDE VERT. SECTIONS ............. 5 (3/16" HS,.075 VANCEVA, 3/16" HS). HORIZ. SECTIONS„......... 6 PARTS LIST ...................... 7 2. DESIGN PRESSURES: TABLE 1, SHEET 3. EXTRUSIONS ................... 8-9 ®. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300-02. ANCHORAGE .................... 10-1: B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-02. 3. CONFIGURATIONS: X. O XX, XO Ox, XXX;( XXO OXX O_XO, XXX , XXXO, OXXX, OR OXXO WHERE O REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE, X DOORS OR A DOUBLE, XX DOOR' BOTH USING EITHER THE STANDARD OR THE LOW-RISE SILL. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X.WX, AND 2 UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4. ANCHORAGE: THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. 7. REFERENCES: TEST REPORTS: FTL-4311, FTL-4312, FTL-4315. FTL4527, FTL-4528, FTL-4529. FTL-4530, FTL-4921 AND FTL-5941. 8 ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION ADM-2005 ALUMINUM DESIGN MANUAL PROD= BE:va �P�fFdp>'Ra,aun.in� cl>,Na. 8, THIS PRODUCT HAS BEEN OF & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH s 3meC AOxppAResN _ _ Q�iS VELOCITY HURRICANE ZONE (HVHZ). S�W,¢Sya ook 8 Mtg�nl "c Prodecl Cenrcol n &14' OY• F.K. OW: �orana R a NENBBANCHON40E,"SUB UZO—ALME lEN 41BOTWiWL RL1f9aftorBsapNDTADDNo7BA 10707ECNNOLOOYDND'E NOKOMW, FL 9lP76Fff P,D BqX,�ALUM. NOXOM/S FL 81274 Lwoppae EN GENERAL NOTES AND DRAWING MAP RObe1lL Cldrk,P.E. -PE #39712 6Wclurel ✓.R OOOSNO n, O UPDgiE0BUK0IN0000EANDDEBIONMANUN. YEM& AODeOTESTAEPORTNUMBBRa FRENCH DOOR & SIDE LITES, IMPACT An OfkNfO D NocluNaEs7N�ss11EEr F.K. 12=4 L.T. 4(&VS y FD7B0 ¢y, FUL .1oac w" 1 a 12 8900.11 D 116" NOM. 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER 311V HEAT STRENGTHENED GLASS 91 0R92 518" 3116" ANNEALED OR HEAT STRENGTHENED GLASS .075' VANCEVA INTERLAYER -3/16" HEAT STRENGTHENED GLASS 93 618" EXTERIOR I I \I I INTERIOR EXTERIOR I I \I I INTERIOR GLAZING DETAIL SETTING BLOCK 7/16" LAMI GLASS W/ PVB INTERLAYER 7/8" NOM. GLAZING DETAIL '� SETTING BLOCK 7/16" LAMI GLASS W/ VANCEVA INTERLAYER 3/16" TEMPERED GLASS AIR SPACE 3116" ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM PVB INTERLAYER 3116" HEAT STRENGTHENED GLASS �ttR•' Ii 7/8" NOM. 3116" TEMPERED GLASS AIR SPACE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 075VANCEVAINTERLAYER 3/16" HEAT STRENGTHENED GLASS T►Lu. L PRODUCT REV=D p¢��gpirhlhm lnmeide Rdd$$C N CIS 5/8"GLASS R°" �510 01-�� 11 BIT -eProdat Cu+rvl �E Dht#P EXTERIOR INTERIOR EXTERIOR INTERIOR GLAZING DETAIL sErrlNc elocK GLAZING DETAIL SETTING BLOCK 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER 7/8" LAMI I.G. GLASS W/ VANCEVA INTERLAYER PK e Nocxaxsewwvmmar GLAZING DETAILSO('xRNOCTilI396EkTro.Rgxtszs Rahert L.Clar1 P.E. ALUM. FRENCH DOOR&SIDE LITES, IMPACT !;1:4. NOKOMIAFL3427<vm"gtPE 7R19712 mim F.K L.T. 0/6/06 FD760 FUL 2 a 12 BODO-11 D Slr"clural Table 1. Maximum Design Pressures (pso Configuration Width (in) Allowed Glass Types Height (In) 0 79 3/4" (6) 0 83 3/4" (7) 87 3/4" 91 3/4" ° 95 3/4" (8 ) French X 37" (3°) A,E +70,0 -80.0 +70.0 -80.0 +70.0 80.0 +70.0 80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Door A,E +70.0 -80.0 +70.0 .80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G 1 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +10D.O -100.0 +100.0 -100.0 Full Jamb 3611/16" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100:0 +100.0 -100.0 +100.0 -100.0 +100.D -100.0 3011/16/, C,G +100.0 .100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.D -100.0 Sidelite Narrow 3311/16' C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +97.4 -97.4 Jamb 3611/16"' A, B. E, F +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 CG +100.0 -100.0 +99.9 -99.9 +95.3 -95.3 +91.4 -91.4 +87.9 -87.9 D,H +100.0 -100.0 1 +100.0 I -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 B - 7/16, LAMI (3/16"HS,.090 PVB, 3/16"HS) UPGRADE FTL-4311, 4312, 4315 C - 7/16" LAMI (3/16"A,.075 VANCEVA, 3/16"HS) FTL-4527, 4528, 4529, 4530 D - 7/16" LAMI (3/16"HS,.075 VANCEVA, 3/16"HS) UPGRADE FTL-4527, 4528, 4529, 4530 E - 7/8" LAMI I.G. (3/16'T, 1/4" AIR SPACE, 3/16"A,.090 PVB, 3/16"HS) FTL4311, 4312, 4316 F -7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16"HS,.090 PVB, 3/16"HS) UPGRADE FTL4311, 4312, 4315 G - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16"A,.075 VANCEVA, 3/16"HS) FTL4527, 4528, 4529, 4530 H - 7/8" LAMI I.G. (3/167, 114" AIR SPACE, 3/16"HS,.075 VANCEVA, 3116"HS), UPGRADE FTL-4527, 4528, 4529, 4530 P.aspxfm NOICOWAn3074 1l.UM. FRENCH DOOR & Fish NTS M " 12 8000-11 OVERFIAP HEIGHT NOTES: 1. IF USING THE OPTIONAL LOW-RISE SILL (PART 10, SHEET 8 OF 12), THE OVERHANG HEIGHT MUST BE GREATER THAN THE OVERHANG LENGTH (SEE DIAGRAM). IF NOT, THE MAXIMUM POSITIVE (+) DESIGN PRESSURE IS LIMITED TO +50.0 PSF FOR ALL STYLES AND SIZES OF THE DOOR AND ANY ADJOINING SIDELITES. (REF. FTL5941) PRODUCT R¢w, a m WMI16kasibbd'Mm, WA-8Cbdv ¢clDBeeeP�. ./O ao/g Weft* bertL. Clark, M PE #39712 struauml 9! N HE / H73 13116" MAX. WIDTH iJ AX. IGHi ILL OX OR XO 37" MAX. WIDTH 25° MAX. DLO ALL X UNITS 79118' MAX. DLO OXO -110 6f8" MAX. WIDTH 1-- 71 3f4" MAX. �145 3/8"MAX. WIDTH 1-- 71 3f4" MAX. �145 3/8"MAX. WIDTH i OXXO (SHOWING EACH VERSION 3611116" ...,,,...III I.� 3611H6" AX. WIDTH I 1 MAX. WIDTH I 25° i I .— 333H6" �J PIiflDUcirr iYlSPidD as somPl<dy{filthdie Blmsdr A°aPbuCPN D •"LCILS t1aPlscBao Ox'.e By P.2t-.usl F1'oEsc( 1 BIHsi n X XX O (FULL JAMB) O (NARROW JAMB) � NOTES: ,// u�c 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. y(� 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. B°our• - B rx" mnzm NorauNBEm/BSNEEr EXAXA MPLE ELEVATIONS PBm1l:aruaoorBNroe J.R OF'RN9 C NOCINNBC'M198NELT ALUM. FRENCH DOOR& SIDE LITES, IMPACT Robert L Clerk, P.E. J.R ef/Vfe D NOCNANOE9MI ZIr NBOX1S9B yyytiys ny° aue m fa w.: PE Ii397tt pa, Bm: NOKOM/8, h79IS74 ®- r=oZBo NT5 4 12 8000-1! D so-eewrel F.K. 1?/2M L.T. 410105 VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD 61 EXTERIOR VERTICAL SECTION C NARROW AND FULL 0 INTERIOR VERTICAL SECTION B OUTSWING HEAD 4OR7 qORIGINAL VERSION TOP RAIL 21 ® 55 ALTERNATE VERSION TOP RAIL - ORIGINAL VERSION BOTTOM RAIL 22 ® 56 ALTERNATE VERSION BOTTOM RAIL' VERTICAL SECTION D OUTSWING SILL nociwxosennesr P.a eQX1b1J ALUM. FRENCH DOOR&SIDE LITES, IMPACT Robert L Gark. P.E. JlR d1/1N10 D JVMB$ rM ® °�' e"r+`x' PE#39712 ow: a* FD760 112 5 > 12 8000.11 D swcroral Fk 1YL3/00 LT 4/8105 O (AT HINGE JAMB) i0 Y (S), 11° S MIDSPAN PiRBUUCI REWW 0..j6h a vittalhe plod& oukuuuCbae Atotp m ¢ 2015 aL o Pradad ahlst U(1 " TD U v �v v DETAIL E DETAIL I K.;/DETAIL H DETAIL K JAMB, FULL JAMB JAMB, NARROW NARROW JAMB SIDE LITE HINGE JAMB TO HINGE JAMB SIDE LITE JAMB SIDE LITE (AT HINGE JAMB) (NOT SHOWN ABOVE) rx 1MC fanzve PoVhWB s Noeww(aEtwsex�r HORIZONTAL HORIZONTAL SECTION DETAILS ��//6• Robert L, Clark, P.E. AR 0&2pp C NOCNMlOEtN/3&fE�T f070TECNNOL00Y0RNE N01(OMift, FL 902I6 ti ALUM. FRENCH DOOR&SIDE LITES IMPACT NNW Jl0. Of/INfO 0 NOCNANOE9IHl90HEkT P.,M14Of6PB NOXOM,8, F79121a ®� PE #38712 swauai aNafNbe ax/s 1/2 ewe mwexs 8 v 12 800611 wn D F.' 1?/TM L.T. �5 FD750 DOOR(S) ImI DWGO DESCRIPTION PON FRA51EHrl'PARTS 1 BOOS FRAME -HEAD &HINOElAMB 68g76 2 MA OUT-SWINGSILL 6MMA 3 MC OUT4WINGSBLCOVPA awc 4 8008 DIUPCAP 6&D8 5 - -- `8007 HP/ SILL&JAMBWEATHFRSTAIP CHLEDAL U63337T85W 6 SCREW DOVER 68007 7 8009 INSTALLPLATE 68M 8 — --- FRAMBASSI7NBLYSCREW M8X PPH QUAD 781P A 9 9032 ASTRAOALENDSEAL 48D32 10 BOSH 0WT WWGSILL WRIS 48MA DOURPANM 5 — -- HPA SILL&IAMB WBITHFDSTRIPSCHLEGAL UM37785M 20 $012 STILE 68012 21 9014 TOPRAI HREA➢ED1K1DDMIGN 68014 22 8013 BOTTOM RAI HREADEDRODDESI 68013 23 5017 TOPSWEFP 68017 24 8016 DOTTOMSWIFP M16 25 —-- SWEPPSCREW964XI2"PHILPH 26 8015 ASTRAUA ACTIVE&INACTIVE 6SO15 27 SEIB GPARHINGZMMBSIDR 68021E 28 BD20A GEAR}31N CDVFR 61IMM 29 $018 GEARHWG BACK-UPPLATE 68018 30 8019A GRARIBNORDOORSIDE 69019A 31 8MS OSARBRIGHBEARIHbEl 68035 32 -- -- GHARMN SEI'4CAEW g6.32x 1/4" 33 —• GEARHINGEMTO. SCREW R12x3/4• TRUSS M. 34 ----GFARHIN MTQSCREW612x112'TRUSSHD. 35 --THREADED ROD 5116-I8 X36- 6TRODA 36 -- ---- PIANGED HEX NUI'5/16-18 7990NUfA 37 3039 TRUSSCIAMP 60378M 38 8043 S/SGRARIATCHMFCHAMSM ASHLAND 39 8D30 llACKBLOCK 480A 40 —LATCHASS'YSCREWSA8X2°SSPMLI.TRHD 7SX2TPAX 41 8037 SMIMOOTDOLTROD SULUVA 42 8045 STANDAROFLUSHBOLTS W/SSROD ULIIVAN 43 M31 SHOOTBOLTGUIDE 4SD31 44 ---SHOOT? LTGUID3&SIRIKE5CREW8-32X3/8'SSPHL IXHU 78X381'FI'X 45 8D38R RIGHT. STRIKEPUTEATASTRAGAL AC IMRINGED WSI1643S1 46 9038L LEFT- STRIKEPLATEATASTRAGAL ACTIVBMNOEDRI W511OMSI 47 — STMEPLATESCREWS&32XYS'SSPHILLTRHD 7SX38PFTX 48 -- STWKBFIATEMIDDLBSCIBW&UX IR' FH 761211 49 W36 STRIKBPIATEATHEAD&SILL 50 -- — HMDSTRIKESCREWSSS8X12PH16LPII 7858ZAX 51 ---$'fRIKBPLATOSGREWB SRLSSBX V2PHiLLUNDFACUI'FH 8X12PFH 52 SD41 ACDVETRBASLT(ASHIANID 53 8'N2 PASSIVETRIMSET ASHIAN 54 $044 STAINLERSSTEPLPASSIY LOCKGEARASMAND M 8014A TOP RAIL GBOLTDESIGN 68014A 56 8013A BOTTOM RAIL GBOLTDESI 68013A 57 ------5/16"x21MUGBOLTS 17516MLTX P.O. B(1X Im NOKOMIS, FL MM LIST FD760 I AA 1 7 ✓ 12 8000.11 PIIDDUCf REY45P.D eo ¢omFb'IOSti{IMItie Flxl4a RnQ'e014uP Dnt¢ 7��rJ O ROberIL.CIRrk,P.E. PE#39712 062 .000 ' L—3.636� #8006 6063-T6 #8003A 6063-T6 O FRAME, HEAD, JAMB O OUT -SWING SILL AND SIDELITE SILL 050 —.a US O3 #8004C 6063-T5 OS SILL COVER 4.027 1.033 .050 •L O#8008 6063-T5 DRIP CAP �3.018--I J._ .06 �1 � 2.000 .074--1 T I�-1.940—+I 8 1_ �8 II 683 .050 �i— 3.636 �I i-3.99D�=1 050 311 40 040 O6 #8007 6063-T6 SCREW COVER 8017 O INSTALL PLATE ®10 OUT -SWING LOW SILL 20 #8D1STILE3-T6 23 #TOP SWEEP 5 TIIr o7s 060 1.938 .,D9 ,.936 1 1 -' 97 797 1 8250 � i= 4.434��1 T (�2.240 014 22 BOTTOM6RAIL 21 #BTOP RAIL TS 24 BOTTOM SWEEP 1.938 .100 1 5. 8.250 i #8013A 6063-T6 56 BOTTOM RAIL, LAG BOLT DESIGN r .075 T 1.9138 111 1 �L' i 4.434—I #8014A 6063-T5 55 TOP RAIL, LAG BOLT DESIGN P.O. SQX im NOMMlS, R=74 075 0 I+--t - 4i ---2.544 26 #8015 6063-T6 ASTRAGAL ILUM. FRENCH DOOR & SIDE LITES, IMPACT Fo759 112 1 8 a 12 8000.11 I D P22c, Rcv ssu u wni',V<�S rikh Iba S7oNAr uns. n 10 6 eplwilov 0nro � r2Df5 C Mbw owp l RobartL Clark, P.E. PEN397V swcmrei �.075 27 #8021 B 6063-T6 GEAR HINGE, JAMB 050 j� 2.622 A ' O61 #8028 6063-T5 SL HEAD TRIM 1045 442 96b —►1.742 353 .ail P, - F 28 #8020A 6063-T6 GEAR HINGE, COVER .325 125� .050 II �14� �1 29 #8018 6063-T5 HINGE, BACK-UP 075 30 #8019A 6063-T6 GEAR HINGE, DOOR .082 1 1 #8056 6063-T4 70 #8010 6063-T6 O SUBSILL, OPTIONAL ISNARROW SL JAMB 1.169 f ,j0 .040 65 .7T50 //._..a(�_.046 437 .045 . 557 105 #BACKBEAD 5 06 #SL BACKBEAD 10 #8716A BEAD P.O. aqx few NWOMIS FL X24 O#8024A 6063-T5 108 I.G. BEAD FD760 I—,1.812---�I 4� .100 37 #8039 6063-T6 TRUSS CLAMP #8033B 6105-T5 80 FD ASS'Y BEAM a Y�L 62 #8029 6063-T5 SL JAMB TRIM 112 1 s a 42 1 8000-11 P88DUCTlVvYSffILD m ea��[gi ARe.t7ia Phr44� ta�tu:sceac .1D AraP�am�u — 120 ProevN � Dmw e Robert L'Clark. P.E. PE 239712 Sbu@urol 12" 9" 11" I 11° 3" MIN. HEAD & SILL 11 3" MIN. HEAD' & SILL 11" ATYP. �- ANCHOR ATYP. ANCHOR CLUSTER CLUSTER 10.571" (TYPICAL) (TYPICAL) 10.571" MAX. MAX. JAMB � JAMB DO JAMB � JAMB O.C. ANCHORS 18.500" ANCHORS �® ANCHORS 13.500" ANCHORS �® HT. QTY. MAX. HT. QTY. HT. QTY. MAX. HT. OTY. 853/4°-(5) D.C. 953/4°-(8) 853/4"-(6) O.C. ® ® 953/4"-(8) 913/4"-(5) 91314"-(8) 913/4"-(5) (2)EO. (3)EQ. 91314"-(8) 873/4"-(5) 87314"-(8) 873/4"-(5) SP.TYP. SP.TYP. 873/4"-(a) 833/4"-(6) 63314"-(7) 833/4"-(5) I� 793/4"-(7) 79 314" - (5) 11" 79 3/4" - (7) 11" 79 3J4" - (5) 11" I I 79 3/4" - (7) 11" DETAIL A (CONCRETE) A DETAIL B (WOOD ® DETAIL C (CONCRETE)s EE NOTE 5 / ® DETAIL D (WOOD) ® ( SINGLE PANEL ) ( ) ( ) APPLICABLITY SINGLE PANEL 2 OR MORE PANELS REGARDING J 2 OR MORE PANELS ANCHOR TYPES: ANCHOR TYPES: ANCHOR TYPES: OF ENCIRCLED ANCHOR TYPES: 1 OR 2 20113 1 OR 2 ANCHOR 2 OR 3 LOCATIONS ANCHORAGE SPACING REQUIREMENTS: 1. DETAILS A AND BABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE O PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS CAND D ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2. ANCHOR TYPES: 1 -1/4" ELCO ULTRACON 2 -1/4" ELCO SS4 CRETE-FLEX 3 - #12 STEEL SCREW (G5) ® CONCRETE SUBSTRATE USE TYPE 1 AT 1 3/8' MIN. EMBEDMENT OR TYPE 2 AT 1 3W EMBEDMENT. 1 3J4" MIN. EDGE DISTANCE FOR BOTH. WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1 30' MIN. EMBEDMENT. 3. SINGLE PANEL CONFIGURATIONS: (DETAIL A, CONCRETE SUBSTRATE. DETAIL B, WOOD SUBSTRATE) PRODUCT eaLYMD HEAD AND SILL ..... 6" MAX. FROM FRAME CORNERS. oe mmppplsgvilh.itie Shridn JAMBS ..................... 11"MAX. FROM FRAME CORNERS, 16.500" MAX. O.C. CONCRETE SUBSTRATE (DETAIL A)AND 10.571" MAX. O.C. WOOD SUBSTRATE (DETAIL 8).Aweptom No q#4 0°a 4. TWO OR MORE PANEL CON FIGURATIONS: (DETAIL C, CONCRETE SUBSTRATE) 4,2D15 HEADAND SILL......6" MAX. FROM FRAME CORNERS, AND AT 3" AND 6" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 4). !1 JAMBS ....11" MAX. FROM FRAME CORNERS AND 18.500" MAX. O.C. S. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL D, WOOD SUBSTRATE) A HEAD AND SILL ..... 6" MAX. FROM FRAME CORNERS, AND AT 3", 6", 9" AND 12" MAX. ON EACH SIDE OF ASSEMBLY BEAM ANDJOR ASTRAGAL LOCATIONS (CLUSTER OF 8). t ( Gv- PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS, REQUIRED ONLY ON PANEL WIDTHS OVER 27 3/4". JAMBS.....................11" MAX. FROM FRAME CORNERS AND 10.571" MAX. O.C. u:> Rmniox REMOVENOTEPERfAIN1N070ANOHOR40EWi3WEM-0GOIAHn: oC/ FK fdiZtl° E REN3EM'CHORAOEPERf801001AN0 REVASENOIEB$SS&. fOl'yawmi OLOOYDRNEyff. ANCHORAGE SPACING /• y5>' 4R C NOCNANDE1NI381aEET NOXOM/S, F1.31S76A cN4NEEo apPcoN Inv twcoN P,O.60X,E1dALUM. FRENCH DOOR & SIDE LITES, IMPACT Rabe L 3971 P.E. d:R maafo 0 9"e.eme ear" u""faw fa: PF"#3�772 arwor.1 ,... ,,, ,D. ^" NOXOM/S F1.31274FD7�1/41710. H 12 8000-11 D sH"carer ® CONCRETEANCHOR WOOD ANCHOR, 1/4"MAX. WOOD ANCHOR, CONCRETEANCHOR 1/4"MAX SEE NOTE OPTIONAL SEE NOTE2 GROUT SEENOTE2 OPTIOI (NOTESEE 110 MAX ) GROUT, 84 IW MAX. NOTES 84 GROUT, SEE GROUT SEE NOTES SEE NOTE S NOTE SEMBED. F., % •+�•� EMBED. 13/131 Ej1'"'NOTE SEE® 1. CONCRETE %`j,;�;•:`:+ SEE j��:, NOTE 1 MIN. 2x WOOD, SEE MIN. 2x WOOD, SEE ... .... . ;.i--,- •,<9 •; +,:.. .•. •. p:.9�.:5ta--r .. NOTES I --- _ _NOTES _ TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL (DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) 6 (DIRECT TO WOOD) (SUBSILL TO WOOD) aEXTERIOR INTERIOR [� (ALL HEAD & SILL SECTIONS) U" - :i;ii'•: EMBED. _3.4 KSIMI13.- ' •� SEE - i:;s:...'•, ., 1/4°® !: CONCRETE NOTE 1 i-'• .3.41fSI MIN. i. i;EMeED.MAX- "• - = . NOTE 1 SHIM SEE NOTE S 1x WOOD -L �.�- SEE NOTE 3 114" # 1/4" MAX. MAX. SHIM SHIM CO C ETE ANCHOR, SEE NOTE 1 ®CONCRETE ANCHOR SEE NOTE 1 ®WOOD ANCHOR SEE NOTE 2 erteuucrneYL9.�0 tamstp17!legaNh.lhe Florid, ® TYPICAL DOOR & SIDE LITE HEADIv NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADS COUNTY APPROVED ELCO 1/4' ULTRACONS OR 1/4' SS4 CRETE-FLEX. MIN. DISTANCE ,He�clCw>y FROM ANCHOR TO CONCRETE EDGE IS 1 314". MIN. EMBEDMENT: 1/4" ULTRACON-1 3/8', 1/4' SS4 CRETE-FLEX-1 3/4". 2. FOR WOOD APPLICATIONS USE 912 STEEL SCREWS (G5) OR ELCO 1/4' SS4 CRETE-FLEX - 1318- MIN. EMBEDMENT FOR EITHER 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2' THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS 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 THE AUTHORITY HAVING JURISDICTION (AHJ). 4. FOR ATTACHMENT TO ALUM: THE MAT'L SHALL BE A MIN. STRENGTH OF 6063-T5 AND A MIN. OF 118"THICK. THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SMS WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN ON SHEET 10 MAY BE USED. 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK. NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORTTHE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHTTO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. �� /� m o.,m" 1 . Fx rm o. a I2 TVANG/OM06ANDNDIEB ANCHORAGE DETAILS xwtra CI6WOE069NlIBIOFD4YCNE7& 16I67ECNN010(D'DAIYE 1R 49@D6 D OED6fD6tNE61LLD6fA1LF60Rf1•W,wi=MB. ND ommis'fl.84276 — cNavamaucarrovc27ucar. ra6� ALUM. FRENCH DOOR& SIDE LITES, IMPACT Robert L Clark, P.E. J.ft OD16'le D NONOMI6, FL U0274ra. B10'41°` ww: m"'t pi°°M` ^^ 1712939712 °:`"me FD7w 114 11 a 42 6800-11 D sVucwml G] EXTERIOR INTERIOR (ALL SILL SECTIONS) CONCRETE AANCHOR SEE NOTE 1, 1/4" MAX. SHEET I I GROUT, SEE NOTE 1 SHEEP 11 EMBED. i�F?ia SEE NOTE 1, SHEET II TYPICAL DOOR SILL (DIRECT TO CONCRETE) 4 INTERIOR (ALL JAMB SECTIONS) EXTERIOR -I V EMBED. ® SEE NOTE 1, SHEET11 3.4 KSI MIN. CONCRETE A 1/4" MAX. SHIM—+] CONCRETE OPTIONAL OF ANCHOR, SEE NOTE 1, 8I SHEET II WOOD ANCHOR WOOSEE 1D, 1 1/q" MAX, 2g SEE NOTE 2 NOTE SHEET GROUT, qg = SHEET 1'I 1/4"MAX. Z, j" 1GROUT• F SEE NOTE 6, SHEET 11 ��vv I -_J GROUT A SEE --J GROUT. SEE NOTE NOTE 5 5, SHEET 11 ( SHEET11 -r .; `": `. '°:;'•::. , :.<.:: >:. EMBED. 3.4 KSlMIN; �13 18" 2x WOOD, I o . SEE NOTE 1, ® = 1 3/8" 2x WOO ... ;r; „ CO,NCRETEf,: 3HEE1'li MI . SEE NOTE 3,—_ MIN. SEE NOTE .'c'.;:j.; 'r-?.+:':1:�i,::i'•';'.= SHEETt�_ I - SHEETII— — OPTIONAL DOOR SILL (SUBSILL TO CONCRETE) EMBED. A SEE NOTE 1, HEET 11� I.— CONCRETE ....... ANCHOR, ®'s. SEE NOTE 1, :' Y i..,•,;; SHEET 11 3A KSI MIN. CONCRETE;, OR 1.5 KSI MIN. CMU Ix WOOD, �;;``y�:•.: ; SEE NOTE 3, SHEET 11 1/4" MAX. SHIM TYPICAL DOOR SILL (DIRECT TO WOOD) ANCHOR, NOTE 1, 1 3/8" SHEET 11 I MIN. I 2X WOOD, SEE NOTE 3, SHEET11 1/4" MAX. SHIM OPTIONAL DOOR SILL (SUBSILL TO WOOD) 2, 11 rRaDUCf 3RYEFSA m mm�•hg dhhlAe Ftatlda avlg7agCedg Aceynmuc¢rc - JO �26)5 PIVMo TYPICAL DOOR & SIDE LITE JAMB rx 10,12% a mmv- ncaarresncurou axalcton�emrouaui txmuslauv. axaa 4('/�d ANCHORAGE DETAILS CkWOEOMMIl91OFC6VGpETE. ICm iEONNo{fxiYORNE >s i iR ORVNB C AOOFp IgWp16E9kl oARON. REGVfNNiIEOOETA144. NOXOM/S, FLJI278 .' NO CIi4aoE37Nf96HE6T ro,e raze ALUM. FRENCH OOOR$SIDE LITES IMPACT RobertL Clark,.P.E. as oY�s ra o per ayWw: eew: — a..ma PE #39i12 4roKOMW, R s(274 ® FD76o 114 12 a 12 BBBA1 D F.K. "' —41 structural F.K. !T/2.No4 _ LT, _ aeres _ ec BUILDING CODE COMPLIANCE OFFICE (BCCO) 11110DUCT CONTROL DIVISION NOTICE OF ACCEI Amarr Garage Doors. 165 Cordage Court Winston-Salem, NC 27105 SCANNED StLup.8 r� aunty MIAMI•DADF. COUNTY, FLORIDA METRO -DADS FLAOLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375.2901 PAX (305) 375-2908 wwiv.minmidnde,gov/ba(id Inecotic 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 (AID). 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 Zane. DESCRIPTION: Model 950, Heritage 1000 & 2000 Short, Long and Flush Panel. APPROVAL DOCUMENT: Drawing No. IRC-9518-165-26-I, Sheets 1 through 2 of 2, titled' iAIodcl 950 Heritage 1000, 2000 Short Panel, Long Panel, and Flush Panel", dated 06/07/07, prepared by Amarr Garage Doors, signed and sealed by Tile *mas L. Slnelmerdine, P.E. Bearing the Miami -Dade County Product Control Approval stamp with the NOA number and,approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large &Small Missile. 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 produce. 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 tills NOA as an endorsement of ' any product, for sales, advertising or any other purposes shall automatically terminalo 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 tine job site at the request of the Building Official. This NOA consists of this page 1, evidence page E-1 as well as approval document mentioned above: The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No: 07-0820.04 a Expiration Date: October 4, 2012 Approval Date: October 4, 2007 0 Pal go I nAj4®A@.W E. S-T®FFT ARCH@TEC7Ss'p.W. ARR0g11105 M03379 REVISE & ftESU3M!T APPROVED APPROVED AS CORRECTED REJECTED Tnis revie`v!s only to gensral con!ormance%vi.h'he design wnxP! o! the prorcl and general mmp:'an s vilh the in!omagon gi.en in tl e �aouia dc.umrants. CoaeC.:cns or cemments madlralA a on° ance yrh fheequhe- tw,valt!ea+do n repave Lhe contraclor!ro co oopa sp ffic item shall not man?s c•! tha �:ans and tpacmcetions. P.pF neN. Con' InCi da aQpraYul of an aisc'mb!y of which the ISem l� a nOmpGi r :is eap:,=rb'a!ar:Dmzneiorstobt tcehe fabrication uned and noes ase to joysds;In'.0"aticnth3<pa;L;assc!aty nxeduresatcenslmc• the maa. s,^J;eds.lach' -, $aquances and p Lcn:=dirahond'u-a%70t,!a!la'' artrades:and !aP o�ngall work ,sa• cw mannar. inasa.aar�7 Amarr Carnge Doors NOTICE✓ OF ACCEPTANCE EVIDENCE SUBMITTEll A. DRAWINGS 1. Drawing No. IRC-9518-165-26-I,'Sheets 1 through 2 of 2, titled "Model 950 Heritage 1000, 2000 Short Panel, Long Panel, and Flush Panel", dated 06107/07, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, PE, B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test, per FBC TAS 202-94, 2) Large Missile Impact Test, per FBC TAS 201-94, 3) Cyclic Wind Pressure Test, per FBC TAS 203-94, along with marked -up drawings, prepared by American Test Lab, Inc., Report # ATLNC 0604.02-07, dated 06/30107, signed and sealed by David W. Johnson, P.E. 2. Test report on Evaluation of Painted or Coated Specimens Subject to Corrosive Environments, per ASTM D1654.92 & ASTM 13117-95, prepared by ETC Laboratories, Report # ETC-03.816.13287.1, dated 07115/03, signed and sealed by Joseph L, Doldan, P.E. C. CALCULATIONS 1, Calculations prepared by Structural Solutions, P.A., Project 07.055, dated 07/30/07, signed and sealed by Thomas L, Shelmerdine, P.E. D. STATEMENTS 1. Code compliance and no financial interest letter issued by Structural Solutions, PA., dated 07/30/07, signed and sealed by T. L. Shelmerdine, P.E. 2. Notice of Acceptance request letter issued by Amarr Garage Doors, dated 07/25/07, signed by Danny Joyner, Applications Engineering Manager, E. MATERIAL CERTWICATION 1. Test report on Tensile Test for 3 Samples per ASTM B8, prepared by Hurricane Engineering,& Testing Inc., Report # HETI-07-T735, dated 06/26/07, signed and sealed by Candido F. Pont, P.E. gto07 orlos M. Utrera, P.E. Pr ductContralExaminer NOA No 07-0820.04 Expiration Date; October 4, 2012 Approval Date: October 4, 2007 E-1 CA i ms Ltmvardamsrna¢ mm ...aa (AM = I= Ae s ao¢o n mm mox A rwande. WIN ONU"A 1pr �arm:o cPoh m I= A®� s.A:¢ aarxvx� rmu r >ams at ztmmwm a qn um ¢rr saN. swat ad d+n•+nmT i¢¢¢d amid ➢aa 'P¢rd f¢¢r r+erd aatg 4wmzA }/v A¢o a ar 6¢.n mum ow a m Doan av9.a mvne xvc +}� N OW2 '¢¢Ni a yam m't{QOIi .0 Zp➢' ¢.'Sr! A 9tN ml SCIA 1011 S nIIC6S }/l S x }/l �01'61HgF/At AID ml lV K6 Sim m LADf m i x�il� L VM Mnf9G 3.1p4Gmp•6O 9.IDnG .M[i79.IIMY. LOO IaNAaaM15 }/Cti 11 J/[il@q lili6 ¢91 O�A.LLY ]miW¢Nm �\ T^JWY1 �1.'wbgN /� yglTpT j@[�¢ .a[Iati ln0 Txi9a .Q.I{(/(QQi(j[I (ll(90001G.S/� YM6 4ltL 1TA r ¢l Y9O.u. Ctl.lL '}a O oo s exa vco wmv a msru } : an 4s¢`wa1 mpor aaarlwu /.w�[y �L., x .wt m,w ¢.r muim¢a .M pro 2lgW �roxli¢aN3L .Mtita/L mime ova ¢vr an muu m auwn maims �--�,i m omuY ua � or 4.'NrffiN.S/1 A'J¢ x e0¢'Sm qx¢ .a WYat .r x i/L llL zfx ¢1r sm[ m a16Y m zuw vawu. ams a.l IBGn¢ ¢t ¢w9tr 0a a+. mru. azr y! au a� mrsraa¢ 3[ oaslaev smav T W 7D4i'w9! b N LYS t �m MVu®CYr 'JmIG CL' TEA TPY}$SG � ITOY SS4. SNM (♦M91�J/tOZOAd[SW mw amanu SNAL aIIi. SJL (mmm[ mNL9'f9 alKl. iw}!.>/1 rw�int� yuvm amv�vYs .m snot z.woa ..Ln+ emas d m.Lu w roN my m¢ aw ru i i r�vun cur L Arad to i XA M o mum �zx'8Ye b Ti a1�G'/a vmuot l�1<�.i aAs vumi xvn 3nt1'n iD mamtU TIN. xmtrNu ]tea K�C+a`�..`y"'� = smA®® m zzw rm,_w room x�F�3dia7P—�PF�53S .o:+ava as+>ru I+: ra av osr - w.'?uriiiu°m - ! • V a m[mt mu rtw a a b +�+`n�'m'm Ldmrurxaw um"am na.u. uzN;s v! v asam mum rAsss room m !O O iC7 rau m z� w� Inm..M.M mN�ul Cp 6O a. ^rT9. d +n.+n mT mv`v mrvn awu mwu. uvn +!s s '1¢1L fdMA mY! n m E T¢S W ICq Sr qt$ CddA2. Nlm •w mbYV swam¢ nrn m muaa _ 3U. Yl Ol iriyeC Z xw ha .i2 mnOO �lVi d b m a�ii[ru m rn»a crar Y$YIL • .rrt saAc va+mra+ar maw rdY. Mena wt .at a w m.aa .svt .w S1N R1 sm awm wn n +os.+agm aoa w¢a m.au a.ax..us +rsaa eo[ sanao i9! as s mY rm a a Z aaw--SaSceu �s�u ��1�3mu SI11S Lql d.NC. M m Ew rPiT'feplRl pE S]N Ouv SITI fYa 6V1 m Q!I NYt m mn 1..'R3T ¢r}rd}I[.MmT �� �� L1Tpi lYN 1W OM 941901. NTG tYM YT¢ Y1Yr ��LL�M .M n[.M mT QxTLL CiRaL gplYgJtG yy0Y2/a x4Pjnp Gn SY 7alt lM6 q ` Givm�'D� o a.w:n e.T.... as p?�LLV �niJ ¢IM00m.Y. i� lvT®annav +iea YY1T}srcrra .m ar sup ow av .3rt.+n mew x� d n ...n m Yw �wur mvta va, }n s oau. asamawi m�"�w a�wraa¢ � � axwz[ oa rw>� :n7ffi add.wc .+n rmin mlDa'Mow.6 J6YS a0r d .tIDMdO1 uwrtA in • +n m T MJI d.Nc.+rt mo.ur llQ9 ovw mwu. srua Der rmaarwm aA T I.OIIYv® N]D p P 10` C'.019 0O1 LSl YJ N 0O..l. • I p¢LIm YliblJ xlia[ lLVIIYII. ��wM f� h C 9°l9g9°i9°19 wRuOS �I110wt?1 4qy � 9wwwtiwwwwwwwv r.._ =—j , SCANNED St. LUc"P''1111nty U MI®OAO& An.1Ml•nnnti COUNTY, R.oRInA METRO -DARE FLAMER BUILDING DUILDINO'CODE CONPIAANCE. OFFICE (IICCO). 140 W ST M.AGLRR STREET, SUITE 1603 PRODUCT CON rROL DIVISION MIAMI. FLORIDA 33130.1563 (305)375.2901 PAR (305) 375.2908 NOTICH OF ACCEPTANCE (NOA) South Florida Metal Supply, Ine. 2783 E.AonroeStreet Stuart, FL. 34977 SCOPE: This NOA is being issued under the applicable ndes and regulations governing the use of construction materials. The documentation submitted has been reviewed byMiami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other awns where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below, The Mianil-Dade County Product Control Division (In Miami bade County) andlor the AIiJ (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 purform in .the accepted, manner, the manufacturer will incur the expense of such testing and the All) may Immediately revoke, modify, or suspend theuse of such product or material within their jurisdiction. DORA reserves the right to revoke this acceptance,.if it is determined by Miami -Dade County Product Control Division that this product or material rails to meet the requirements of the applicable building code. This product is approved as described herein, mud has been designed to comply with the Florida Building Cudc including The Ijigh Velocity Hurricane Zane of the Florida Building Code, DESCRIPTION:1-3/411 Snap Lock; 0.03211 Aluminum Metal Roof Panel LABELING: Each unit shall bear a,permanent label with the manufactuuces name or logo, city, state and rullowing statement: "Miami•Dcule County Product Control Approved", unless otherwise noted herein. RENEWAL of Ibis NOA shall be considered after a renewal application has beea6ledand there bus been no change in theapplicable building code negatively affecting the performance of this product. TERMINATION of (Iris 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 because for tcrminalinn and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Comity, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion oftheNOA is displayed, then it shall be done in its entirety. INSPECf1DNi A copy -of this entire NOA shall be proyided to the user by the manufacturcr or its distributors and shall be available for inspectionat the job site.at the request of the Building Official. This NOA consists of pages I through 6. Thesubmiuccl documentation was reviewed by Alex TTiige�ra. i NOA No 07-0626.09 Expiratlon Date: 10/18/12 Approval Date: 10/18/07 Page 1 of 6 r , RANDALL E. ST®FFT ARMECTS9 P.R. AAM3379 ARMOa11105 PPROVED El REVISE & RESUBMIT APPROVEDASCORRECTED ® REJECTED This review is or,lyfor, nacre mI conformance wt? !I'e de gn concept of the projCCl and gananl wm;Jsnrcti r,=:th fic inionraden given in theowitract documents. Comsc+�ons cr c� : ri; m.=.;;z en d:c chcp dm vt qs during INS rev!Vl do not reaeva 1hia rn.^.:raci,r t:om Compfieace n46h he reG; i e marts of N Plans end C;aClficatons. k?"'roval of a SPECIFIC item shwll not ux;l:de approval cf an n C-mM y of ,,:7!r,^r the items a component. Con. - tractor is ;c;:ponsc>e t^r:> ans!cns to be wnfinrted aM correlated at the job slta; I.atrma!ion !hat peifains xlaly to the fabr'cation owe or to the means, mdhods, !ech,`4ues, seysuencas and procedures of conshc- Fon: coordination of the work of all oLhar eadas: and for performing eN work in a safe and sallsfactaty manner. Z BY: ROOFING SYSTEM APPROVAL: .atc or : Roofing Sub-Calogory: Meld, Panels (Non -Structural) Material: Alunrinwn Deck Type: Wood Maximum Design Pressure: -114.25 psf. (See System Limitation 01) TRADE NAMNS OF PRODUCTS MANOFACTORED OR'LAUMED By APPLICANT: Test Product Product Dimensions Sneelfienlions Descriptionnb 1 Y4" Snap -Lock I = various TAS 110 Corrosion resistant preformed Aluminum Panelw = 14" standing scum, coated, pro -finished Thickness = 0.032" aluminum panel. Panel Clip (steel) 1= 3,750" w = 2,080" H = 1.875" Thickness= 0.050" U1 VIDENCE SOBMrr1'ED: 'Pest Agency Test identifier TAS 110 Corrosion resistant, Corned, steel clips, for metal instillation Test Name/Report Dole Hurricane Test 0412-1012.06 TAS 125 09/13/07 Laboratory, Inc. Trinar Laboratory Test ASTM O 23 Certification ASTM B 117 1'MAsphalt SFMS-003.02-01 TAS I 06/29/07 Technologies, Inc. NOA No07.0626.09 0 Expinuion Dale: 10/18/12 " Approval Date: 10/18/07 Page 2 of 6 APPRovED ASSEMl31.11.s: SYSTEM A: 1-314" Snap -Lock Aluminum metal Roof Panel Deck Type: wood, Non -insulated Deck Description: New Construction or Re -roof is/ii' or greaterplywood or wood plank. Slpoe Range: 2":12" or greater. Maxinalm Uplift See Table A Below Pressure: Deck Attachment: In accordance with applicable Building Code, but in no case shall it be less than 8d ring shank nails spaced 6" o.c. In reroofing, where the deck is less than 's/r:' thick (Minintmn t'Yri') -the above attachment method must be in addition to existing attachment. Underlaymenl: Minimum underlayment shall be an AS'I M D 226 'Type A installed with a' minimum 4" side -lap and (i' end -laps. Underlayineat shall be fastened with corrosion resistant fin -caps and 12 gauge 1 '/." annular ring -shank nails, spaced 0" o.c. at all laps and two staggered rows 12" o.c. inlhe fluid of the roll. Or, any approved underayment having a current NOA. Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with South Florida Metal Supply, Ines current published installation instructions. Fire Barrier Board: Any approved fire barrier having a current NOA, Or for class A or B Fire rating, install minimum''/4' thick Gcorgia Pacific "Dens Deck" (with current NOA) or minimum 4mm thick ofTdlcx, RockRoof (with current NOA) ors/e' water resistant type X gypsum sheathing with treated core and facer. Metal Panels and Accessories: Install the "1-314" Snap-Lo.k Alttn inum Panel" and accessories in compliance with South Florida Metal Supply's current, published installation instructions and details. Plashing, penetrations, valley construction and other details shall he constructed in compliance with the minimum requirements provided in Roofing Application Standards RAS 133. Panel shall be attached to the deck along its male rib using the approved clips (0.050" minimum). Each clip shall he fastened to the substrate using (2) two 010 pancake head, corrosion resistant screws of sufficient length to penetrate through the sheathing a nrininmm of inch at a spacing as listed in Table A below. Panel ribs shall be fully engaged to form an integral snap -lock. TAKE A tllax{nlllnl DP-s n Pressure Pleld Perini!ler and Corner Maximum Design4'recsore .110.5 rsf. -114.25 tsr Maximum rastener Spacing 12" o.c. G' o.c. I. Bxtai ointionshall not be allowed NOA No 07-11626.09 Explrallon Dale; 10/18112. 0 Approval Dale; 10/18/07 1'nge 3 of 6 SYSTEM LIMITATIONS 1. The maximum design pressure limitation listed herein shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastoning at enhanced pressure zones (i.e. perimeters, and comers). 2. Panel shall be roll formed in continuous lengths from cave to ridge. Maximum lengths shall be described in the Roofing Application Standard RAS 133, 3, All paliels shall be permanently laboled with ilia manufacturer's name and/or logo, and the following statement: "Mianti•Dado County Product Control. Approved." 4. Fire classification is not pan orthis acceptance; refer turn current Approved Roofing Materials Directory for lire ratings of this product. �?T COl c vG'�r 4P,pS:� NOA No 07.0626.09 Cxplratloo Date: 10/18/12. Approval Dole: 10/18/07 Page of 6 PROFI Lu DRAWING: SOU'fll FLOltll)A NIlTfA1. SOPI'LY, INC. .1-3/4" SNAP -LOCK DRAWINGS (STRIATIONS OP770NA1.)' 351 P,wll. Clip NOA No 07.0626.09 'Expiration Dalc: 10/18/12 Approval. Date: 10118107 1'age 5 Or 6 MIAMI DADS �{ C MIAMI-DADE COUNTY, FLORIDA llll 1L``�' �171 METRO-DADE 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) 372.6339 OF ACCEPTANCE Kolbe & Kolbe Millwork Company 1211 Depot street SCANNED Manawa, WI 54949 BY SCOPE: qt. Lucie County 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 (AHD). 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 Cade, including the High Velocity Hurricane Zone. DESCRIPTION: Series "V707" Extruded Aluminum Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. 08-00657, titled "V707 Impact Mullion — "T" and Vertical", sheets 1 through 5 of 5, dated 12/03/08, with revision A dated 08/03/09, prepared by manufacturer, signed and sealed by Luis R. Lomas, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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 and consists of this page I 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. - , a NOA No. 09-0203108 i Expiration Date: October 07, 2614 Approval Date: October 07; 2009 Page I, PANDALL E. STOFFY ARCHITECT% P.A. MgW3379 AF=11105 APPROVED ❑ REVISE & RESUBMIT APPROVED AS CORRECTED ❑ REJECTED This review is only for general confomancevrth the da':,"sn concept of the pro;,ecland gonealcomp:iance with the Womafun gran in theconGact dowmana. ComecJons or comments msde en the shop drawings dwing this revrow do not relieve the contractor from com i'moe with ti a mquke- msrdsoi fhe plans and specifications. Approval of a spe:aic item shall nut inside appraval of an assembly of which fna dam a a componarS. Cen- Inedcr is responsib!a fec Dimensions to be conffmad and wnaa-ad at the jobsta;lnamalienthaiparteirs solely to the fabdceEon proceases of to uremeans, methods ,tachn"quss, sequences and procadurosof conskuo tior, ca„4inater og tawork of all other trades: and for performing ail work in a saa and sallsfedory manner. Kolbe & Kolbe Millwork Comoany ;C NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED T A. DRAWINGS e 1. Manufacturer's die drawings and sections. ;1 2. Drawing No 08-00657, Sheets 1 through 5 of 5, titled "V707 Impact Mullion "T" and Vertical", dated 12/03/08, with revision A dated 08/03/09, prepared by manufacturer, signed and sealed by Luis R. Lomas, P.E. )r B. TESTS k 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, TAS 202-94 along with marked -up drawings and installation diagram of series V707 impact mullion with O/X/X-O/X/X configuration fixed/double hung window combination vinyl prime windows mulled together, prepared by National Certified Testing Laboratories, Test Report No. NCTL-110-10633-25, dated 02/16/07, signed and sealed by Harold E. Rupp, P.E. 2. Test reports on: 1) Air Infiltration Test, 2) Uniform Static Air Pressure Test, 3) Water Resistance Test, 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, TAS 202-94 along with marked -up drawings and installation diagram of series V707 impact mullion with O/X/X-O/X/X configuration fixed/double hung window combination vinyl prime windows mulled together, prepared by National Certified Testing Laboratories, Test Report No. NCTL-110-10633-28, dated 12/08/06, signed and sealed by Harold E. Rupp, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, dated 12/08/08, prepared, signed and sealed by Luis R. Lomas, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). C� Manuel Per Product Control xamin r NOA No. 09- .08 Expiration Date: October 07, 2014 E-1 Approval Date: October 07, 2009 Kolbe & Kolbe Millwork Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08-0620.09, issued to Thermoplast for their "White Rigid PVC Exterior Profile Extrusions for Windows and Doors", approved on 08/07/08 and expiring on 07/05/12. F. STATEMENTS 1. Statement letter of conformance and of no financial interest, dated December 17, 2008, signed and sealed by Luis R. Lomas, P.E. G. OTHERS 1. None. E-2 Manuel Pe .E. Product Control 'xam' or NOA No. 09- 3.08 Expiration Date: October 07, 2014 Approval Date: October 07,2009 TI h HE (MULLION SPAN) 44" MAX. 44" MAX. UNIT WIDTH UNIT WIDTH 32" MAX. UNIT HEIGHT 6. TAL AX. GHi 63" MAX. V707 T IMPACT MULLION EXTERIOR NEW SHEET 1 2 3 4 h L HE 53" MAX. cs" uAn SINGLE UNIT WIDTH SINGLE UNIT WIDTH N T IGHT V707 IMPACT MULLION SEENOTES II AND 12FORAPPROWD CMFIGURA77ONS EXTERIOR VIEW DESIGN PRESSURERAT/NG IMPACTR477NG f 70.0 PSF IARGEANDSMALL MISSILE/MPACT TABLE OF CONTENTS DESCRIPTION ELEVATION AND GENERAL NOTES ANCHORING ELEVATION AND NOTES CROSS SECTIONS, B.O.M. AND INSTALLATION CROSS SECTIONS AND INSTALLATION DETAILS RVMJONS 4ESCPo 4 MlE MPiNVEa PER DADE LERER GATED JULY 16, 09 1 08/03/09 1 R.L NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 4) RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFETY REQUIREMENTS REST SOLELY WITH THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR. 5) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT WIND BORNE DEBRIS REGIONS. 6) ALLOWABLE STRESS INCREASE OF 113 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 7) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL 8) SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY KOLBE MILLWORK AND MUST BE MADE OUT OF VINYL PVC. 9) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT. 10) HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT, VERTICAL MULLION IS USED TO MULL TOP AND BOTTOM UNITS TOGETHER AND TO THE HORIZONTAL MULLION. 11) TWIN CONFIGURATION SHOWN. UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS THE SINGLE UNIT WIDTH AND THE SINGLE UNIT HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. 12) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. KOLBE & KOLBE MILLWORK 1211 DEPOT S9T MANAWI .�1R !lICCC �1. V707 IMPACT MULLION Y' AND VERTICAL ELEVATIONS AND GENERAL NOTES A.M. 08-00657 I q , Luis R. Lomas P.E. Florida No. 62514 6" MAX. SEE DETAIL F MAX. V707 T IMPACT MULLION 1)NOTES: FOR ANCHORING INTO MASONRY USE FOUR (4) 3/16" RW TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" MINIMUM EDGE DISTANCE AT EACH END OF MULLION. EMBEDMENT MUST BE BEYOND STUCCO AND OTHER SIMILAR TRIM MATERIAL. LOCATE ANCHORS AS SHOWN IN ELEVATION DETAILS. SUBSTRATE TO BE HOLLOW CMU OR CONCRETE WITH A 3,COOPSI 2) FOR ANCHORING COMPRESSIVE WOOD FRAMING OR 2X BUCK USE EIGHT (8) Q8 WOOD SCREW, OR EQUIVALENT WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE AT EACH END OF MULLION. EMBEDMENT MUST BE BEYOND STUCCO AND OTHER SIMILAR TRIM MATERIAL. LOCATE ANCHORS AS SHOWN IN ELEVATION DETAILS. SUBSTRATE TO BE SPRUCE —PINE —FIR OR DENSER. 3) FOR ATTACHING WINDOW UNITS TO MULLION USE #8 SMS SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE MULLION WALL. LOCATE SCREWS AS SHOWN IN ANCHOR ELEVATION. 4) FOR WINDOW UNITS ANCHORING SCHEDULE REFER TO WINDOW APPROVED INSTALLATION INSTRUCTIONS. 5) 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 BELOW. A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). RENSI�R$ 06CRIPDOx PER DAOE LETTER DATED JULY 16. 09 SEE DETAIL A r 6" MAX. �j 8" MAX. O.C. 8 —jB `SEE DETAIL C V7071MPACTMULLION KOLBE & KOLBE MILLWORK 1211 DEPOT ST MANAWA, WI 54949 V707 IMPACT MULLION "T" AND VERTICAL ANCHORING ELEVATIONS AND NOTES NTS 08-00657 a<lE MPRQYFD 03/09 R.L Luis R. Lomas P.E. Florida No. 62514 PARTS LIST NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 1 I A118-02P078 4' ALUMINUM MUWON DRUDD( ALUMINUM 6065-T6 2 A116-02M078 MUWON CONNECTOR (CUP) E%TRUDE% ALUMINUM 6065-T6 3 4534 MULUON CAP TNERMOPLAST PVC 4 4529 ADAPTER THERMOPUST PVC 5 1688 CAP THERMOPIAST PVC 6 500080 INSTALLATION CLIP (G60) THFRMOPLST GALVANIZED STEEL NDOW FRAME FERENCE ONLY #8 SMS SELF TAPPING SCREW WINDM REFERENT SECTION B-B WINDOW INSTALLA77ON DETAIL #8 SMS SELF TAPPING SCREW WINDOW FRAME REFERENCE ONLY WINDOW FRAME J SECTION B-B REFERENCE ONLY WINDOWWf7ICLIP P75TALlATl0N (OPTIOAbw n w Midrompfyup wlN We n.m, n19:, RD 1 muwrmp. r' q TRANSOM UNITS SILL FRAME WINDOW UNITS HEAD FRAME uY.mxs uv VE PWN w,s ,wFaaw A I PER DADE LETTER DATED DULY 16, 09 OB/OJ/09 a.l. SECTION D-D KOLBE & KOLBE MILLWORK 1211 DEPOT ST MANAWA, WI 54949 V707 IMPACT MULLION "T" AND VERTICAL CROSS SECTIONS AND INSTALLATION DETAILS NTS 5 #8 SMS SELF TAPPING SCREW #8 SMS SELF TAPPING SCREW LMTs R. Lomas A.E. Florida Na. 62514. 3STRATE BY OTHERS :HOR SCREW NOTES 1 AND 2 SHEET 2 TOP CLIP INSTALLATION g8 SMS SELF TAPPING SCREW DETAIL E HORZONTAL AND VERTICAL MULLION INTERSECTION CLIP INSTALLATION OR SCREW NOTES 1 AND 2 MEET 2 SUBSTRATE BY OTHERS DETAIL D VERTICAL MULLION BOTTOM CLIP INSTALLATION DETAIL F HORIZONTAL MULLION '�'" D7azmluue E NOAY MlamlA ePreEaq alNl Dy REYLSNHS D6fAIPIIDN PER ME LERER DATED JULY 16, 09 SUBSTRATE BY OTHERS VCHOR SCREW _E NOTES AND 2 N SHEET 2 WE MPgDID KOLBE & KOLBE MILLWORK 1NA DEPOT WA. WI 9 49 V707 IMPACT MULLION T" AND VERTICAL CROSS SECTIONS AND INSTALLATION DETAILS Na OF 5 Luis R. Lomas P.E. Florida No. 62514 6' 9/16' r 1/2• —J 1 11/16" Q 1/8" O MULLION CONNECTOR (CLIP) ALUMINUM6063-716 HOLEPATTERN FOR WO DINSTALLATION 2 11/16- L O MULLION CONNECTOR (CLIP) ALUMINUMM63-76 HOLE PATTERN FOR MASONRY INSTALLATION 0 1/4" THRU CSK 03/8"X82' ri 1" 2 3/4" q" mm 51/64" O 4"ALUMINUM MULLION ALUMINUM606346 1 33/64' 3/64' 1 tI/64" L O F f CAP VINYL PVC 01/4" THRU CSK 03/8'K82' 1/2" ruusi0es UFSLfdPPIM MlE MPNOVfD PER DADE LEER DATED JULY 16, 09 ji 08/03/09 1 R.L. 1 43/64' 1 1/8' 4.5 5/64"r 044" 5/64" —1- 5/16" O MULLIONCAP O ADAPTER VINYL PVC VINYL PVC 5 3/32" FF 1 25/14'T:l r 17/64" L 3/i2" .066" 1 1/8" CDO O 1100439/64" 1O O INSTALLATION CLIP GALVANIZED STEEL G60 KOLBE & KOLBE MILLWORK MP�.wum Ar6t+nn ue Fleriie Dd[- Cale 1211 DEPOT ST MANAWA. WI 54949 V707 IMPACT MULLION DAo n1 "T" AND VERTICAL A COMPONENTS ows rvo A--M. A.M. . 08-00657 sa^'c NTS a` 12/03/08 sl'OT5 OF 5 Luts R. Lomas P.E. Florida No. 62514 C 01 M, MIMI®�1 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION OF MIAMI-DADECOUNTY-- .: PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 myw.mlamidade.uoy/uero1 Kolbe & Kolbe Millwork Company 1211 Depot Street SCANNED Manawa, WI 54949 BY SCOPE: St. Lucie County 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 PERA - 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. PERA 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 /IV707 Windquest" Outswing White PVC Casement Window— L.M.T. APPROVAL DOCUMENT: Drawing No. 08-00338, titled "V707 Windquest White PVC Casement Window - 36 x 72", sheets 1, 2, 3, 3A, 4, and 5 through 9 of 9, dated 12/09/07 with revision C dated 09/08/11, prepared by manufacturer, signed and sealed by Luis R. Lomas, 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 Section. MISSELE 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, model/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 asan 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 # 08-0324.16 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. MIAMMADECOUNTY NOA No.11=0720.06 Expiration Date:. October 30, 20b Approval Dater February 23, 2012 Page 1 PINBALL E. 30TOFFT Lqr�%TFCTS. AW.03379 AR#W11165 APPROVED REVISE & RESUBMIT APPROVED ASCORRECTED REJECTED This review is orly for genera conformance with the dos!gn co-cep1 of ft Project and gensnl comp'iarce vrth the infot a@on given in the cc.^,bast tkmrrWz. Canections or commsrts made on G,e shop dreltrings during this nrlowcb not relieve the cortraabr from wmp!iance Qh the regc4re- IMMI,elineOr'sandspeciamVons.Approval cfaspsc'r,'icttem shailrat> hxw-,earysivelofan assembly of which ihs Semis ammronentCon- baacris Mail cib4e for. Dimensions to bo conHuned and con613,,ed at the Oft. lnknealion!hat pertains solely to the fabrication processes or to Iha means, 1.-10ds, b6lh ,ues, saguances and procedures of construc- u s r a Cs vrrs of all otnef trades: and for performing all work in a safe anisalisfactoy manner. QM Kolbe & Kolbe Millwork Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 08-00338, Sheets 1, 2, 3, 3A, 4 and 5 thru 9 of 9, titled "V707 Windquest White PVC Casement Window 36" x 72", dated 12/09/07 with revision C dated 09/08/11, prepared by manufacturer, signed and sealed by Luis R. Lomas, P.E. 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, TAS 202-94 along with marked -up drawings and installation diagram of a series V707 Windquest outswing white PVC casement window, prepared by National Certified Testing Laboratories, Test Report No. NCTL-1 10-13645- 1, specimen 1 through 10, dated 10/07110, revised on 05/04/11, signed and sealed by Harold E. Rupp, P.E. 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 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series V707CA out swing white PVC casement window, prepared by National Certified Testing Laboratories, Test Report No. NCTL-110-10633-12, dated 07/25/06, signed and sealed by Harold E. Rupp, P.E. (Submitted under previous NOA #08-0324.16) 3. 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, TAS 202-94 along with marked -up drawings and installation diagram of a series V707CA out swing white PVC casement window, prepared by National Certified Testing Laboratories, Test Report No. NCTL-110-10633-15, dated 11/20/06, signed and sealed by Harold E. Rupp, P.E, (Submitted under previous NOA #08-0324.16) Manuel P z, .E. Product Control finer NOA No. 11-0720.06 Expiration Date: October 30, 2013 Approval Date: February23,2012 E-1 Kolbe & Kolbe Millwork Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBQ-2010, dated 03/09/11 and updated on 01/25/12, prepared, signed and sealed by Luis R. Lomas, P.E. 2. Glazing complies with ASTM E1300-04. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11116. 2. Notice of Acceptance No. 08-0620.09 issued to Thennoplast, Inc. for their "White Rigid -PVC Exterior Profile Extrusions for Windows and Doors" dated 08/07/08, expiring on 07/05/12. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2007 and FBC-2010, and of no financial interest, dated 01/25/12, signed and sealed by Luis R. Lomas, P.E. G. OTHERS 1. Notice of Acceptance No. 08-0324.16, issued to Kolbe & Kolbe Millwork Co. for their Series "V707 CA" Outswing White PVC Casement Window— L.M.I., approved on 10/30/08 and expiring on 10/30/13. Manu Pere E. Product Control E in er NOA No.11-0720.06 Expiration Date: October 30, 2013 Approval Date: February 23, 2012 E-2 36' MAX. WIDTH 4' MAX. 8' MAX. O.C. 3BAR HINGE A 4' MAX. AT HEAD/TOPRAIL q —L RAIL 4" MAX. 29 I/2' —r MAX. DLOi: 8' 65 1/2" MAX. O.C. 0 i / 1--T 72" \ MAX 5 POINT HEIGHT \• LOCIDK HANDLE •\ IONIC 9.25" \ 10' 4' MAX. 1 mgdl WEEP HOLE LOCATIONS: 1) 5/8' X 1/8' WEEP HOLE LOCATED 1' FROM EACH END OF BOTTOM RAIL DES(GNPRESSURERAT7NG IMPACTRARNG t7OPSF LAROEANDSMALL MISSILE IMPACT TABLE OF CONTENTS SHEET NO. DESCRIPTION i ELEVATION, ANCHORING LAYOUT AND NOTES 2 ELEVATIONS AND ANCHORING LAYOUTS 3 — 3A CROSS SECTIONS AND BILL OF MATERIALS 4 — 8 INSTALLATION DETAILS .,, MV oESCWPf10.Y WE I MPRW A UPDATED PER M.O. COMMENTS 9/16/OB R.L B UPDATED PER NEW TESTING 03/10/11 R.L. C REVISED CROSS SECTIONS CALEDUIS I 09/D6/11 R.L NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4) UNITS MUST BE GLAZED PER ASTM E1300. SEE SHEET 3 FOR GLAZING DETAIL 5) APPROVED IMPACT PROTECTIVE SYSTEM 1S NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 6) FOR FLUSH AND STRAP ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/16" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 7) FOR RUSH AND STRAP ANCHORING INTO MASONRY USE 3/16" TTW TAPCONS OR 3/16" ELCO ULTRACON TAPCCNS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 8) FOR FIN ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 88 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 9) ALL FASTENERS TO BE CORROSION RESISTANT. 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 BELOW. 11)INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B: CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI, C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 12) WHITE PVC TO BE LABELED WITH AAMA CERTIFICATION LABEL, EXTRUDER NAME, CODE, CITY AND 'MDCA". 13) SINGLE LEAF AND DUAL BULB —VINYL WEATHERSTRIPS ARE EXTRUDED AND WELDED INTO MAIN FRAME KOLBE & KOLBE MILLWORK eaRCDmoPlYaBwYh1Is M 1211 DEPOT 9 MANAWA, WI ST ; •• V707 WINDOUEST WHITE PVC CASEMENT WINDOW 36" 72" B �arsme� Accc1e - Ag II - ' I p�//•. x ELEVATION, ANCHORING LAYOUT AND NOTES O/ By 1 LUIs :RL'ULomSds P:E. : FlgridD Nq. .6251A oRnwN: R.L. IMc �°' 08-00338 RLv C srN>_ NTS IWE 12/09 07 1 —I OF 9 6' MAX. - 38AR HINGE AT HEAD/TOP RAIL 7- 65 1/2- MAX, DLO 7 72' MAX. HEIGHT 36` MAX. WIDTH — 12" MAX. O.C. 29 1/2" MAX. DLO 9.25" 36" MAX. WIDTH aLv peunwnox 0VE /pmo.Tn 6' MAX. 12" MAX. O.C. A UPDATED PER M.D. COMMENTS 9/16/011 R.L B UPDATED PER NEVI TESTING 03/10/11 R.L 6" MAX 3RAR HINGE AT HEAD/TOP E 9 6' MAX. C REVISED CROSS SECTIONS CALLOUTS 09/08/11 ILL. RAIL 6' MAX. 9 1/2' MAX. O.C. 65 1/2" MAX. DLO r 5 POINT 72" LOCK HANDLE MAX. (INSIDE) HEIGHT OPERATOR / HANDLE (INSIDE) J V707 WINDQUEST WHITE PVC CASEMENT WINDOW FLUSH INSTALLATION EXTERIOR VIEW 18 6" MAX. -r v / 5 POINT / LOCK HANDLE (INSIDE) /fit OPERATOR P HANDLE (INSIDE) JJ 8 V707 WINDQUEST WHITE PVC CASEMENT WINDOW DESIGNPRESSURERA7ING IMPACTRATING t70PSF LARGEAND SMALL MISSILE IMPACT 29 1/2" MAX. OLD 9.25` \ FIN INSTALLATION EXTERIOR VIEW ooucraevlseD wmplT4igwiNlbp FlmMp BviMuig Code A�¢ptOom NoIF /3 6xpimt�Dmp Dy PmOuct' KOLBE & KOLBE MILLWORK 1211 DEPOT ST MANAWA, WI 54949 V707 WINDQUEST WHITE PVC CASEMENT WINDOW 36" x 72" ELEVATIONS AND ANCHORING LAYOUTS 08-00338 i NO. PART NUMBER DESCRIPTION MANUFACTURER MATERAL 1 4505 FRAME THERMOPIAST INC WHITE PVC 2 4413 7/8' GLAZING BEAD THERMOPIAST INC WHITE PVC 3 0619 SASH THERMOPIAST INC WHITE PVC 4 PBBB30187 WEATHER STRIP SCHLEGEL 5 SETTING BLOCK (23ZOAX32mm) 80 OUROMETER 6 NG040703 HINGES ROTO 7 OP05-7502 DUAL ARM OPERATOR ROTO 8 OPO5-1003-51 BOTTOM SPACER 3.2MM ROTO 9 G2HNDLPLT-02 FASTENER PLATE ROTO 10 LE05-1004-51 TIE BAR GUIDE ROTO 11 OPD5-8002 STUD BRACKET ROTO 12 OP05-8100 OPERATOR TRACK KIND 13 LE06-770 PE BAR ROTO 14 LMDB-7520-CO LOCK ROTO 15 LB05-1GD3-51 KEEPER RIND 16 6067 SNUBBER 45N 995 OP05-7810 7/16' SCREN FRAME OPERATOR SCREWS FH B8 X I' IBNGE SCREWS FH §7 X 5/8' SNUBBER SCREWS FH $8 X I - OPERATOR SCREWS FH 17 X 5/8' KEEPER SCREWS FH 15 X 5/8' LOCK SCREWS PH e8 X I'. STUD BRACKET SCREWS FH/7X5/8' INTAILATION STRIP STRUCTURAL SEALANT DOW CORNING HANDLE ROTO THE BAR GUIDE SCREW FH #8 X V SNUBBER SCREWS Q 8 X I' 7/8' ICU 1/8' ANN LAMINATED REVSICNS DESCRPRDN _ D I IPPRP2D UPDATED PER M.O. COMMENTS B/16/OB R.L. UPDATED PER NEW =MG 03/10/11 R.L REVISED CROSS SECTIONS CALLOUTS AD 08/11 R.I PARTS LIST N0. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 42 1 1 SPACER I THERMOPLAST INC I I STEEL .875' 1/8- ANN .09" DUPONT BUTACITE PVB 1/8" ANN 5/32' ANN EXTERIOR 42 DESSICANT-FILLEE STEEL SPACER SYSTEM (CU-D) .5^ BNE d INTERIOR STRUCTURAL SEALANT I� DOW CORNING 995 U STRUCTURAL SEALANT DOW CORNING 995 SETTING BLOCK STEEL 060 31 FIN THERMOPLST INC WHITE PVC 32 14.97 HINGES TRUTH 33 50.00 DUAL ARM OPERATOR TRUTH 34 21600E FASTENER PLATE TRUTH 35 10276 TIE BAR GUIDE TRUTH 36 41014 OPERATOR TRACK TRUTH 37 TIE BAR TRUTH 38 24-33 LOCK TRUTH 39 41129 KEEPER TRUTH 40 11454 HANDLE TRUTH 41 12511 STUD ORACKEE I TRUTH GLAZING DETAIL KOLBE & KOLBE MILLWORK ®onucrROWVIs®P1�� 1211 DEPOT ST CO'"Pi>6'6 MANAWA, WI 54949 BmleBmam' V707 WINDOUEST WHITE PVC CASEMENT WINDOW A' 36" x 72" Dy CROSS SECTIONS AND BILL OF MATERIALS V. I��m/e��/ Mime' vpe Pln4nC1 (bn 1 DRAM: AD Na REV �Lu`'s{ IL/cii1d31 P.(<.i. R.L. 05-00338 C _ _ NOTE 13 ET 1 tXItHIUH INI tHfun VERTICAL CROSS SECTION PRODUCTMWSED ewmvly�m.wnmo Eimien a�am9mm Acxvlmama -� 3 ND4T ada Wdon WKSmNS REV RSLWPIION MtE MPRWED A UPDATED PER N.D. COMMENTS 9/18/O8 R.L. 9 UPDATED PER NEW TESTING 03/10/11 R.L. C REVISED CROSS SECRONS C OUIS 1 09/08/11 R.L KOLBE & KOLBE MILLWORK 1211 DEPOT ST MANAWA. WI 54949 �„ I V707 WINDOUEST WHITE PVC CASEMENT WINDOW ,•'�1' 36" x 72" / CROSS SECTIONS MM OWC NO. REV 1 I L`..__ OS-00336 C F�or1dDfiSP 2X SUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED S8 WOOD SCREW SHEATHING BY OTHERS PERIMETER -- EXTERIOR PERIMETER SEAL SHEATHING BY OTHERS 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED INTERIOR FINISH BY OTHERS i_ 1 3/16' MIN. EMBEDMENT 1/4' MAX. J 1 3/16" MIN. SHIM SPACE EMBEDMENT — INSTALLATION STRIP INTERIOR FINISH BY OTHERS #8 WOOD SCREW/ 2X BUCK/WOOD FRAMING f BY OTHERS. 2X BUCK TO INTERIOR BE PROPERLY SECURED INSTALLATION STRIP SHEATHING BY OTHERS #8 WOOD SCREW 1/4' MAX. SHIM SPACE 1 3/16' MIN. EMBEDMENT INTERIOR FINISH BY OTHERS aA SECTION 4 STRAPINSTALLTION 4 2X BUCK4V000 FRAMING sRr. REV OESOdP11ON WTE MRrtOhD A UPDATED PER M.D. COMMENTS 9/16/08 R.L. B UPDATED PER NEW TESTING 03/10/11 R.L. C REVISED CROSS SECTIONS CALLOUTS 09/OB/11 R.L 1/4' MAX. SHIM SPACE 1/4' MAX. SHIM SPACE INSTALLATION STRIP INTERIOR EXTERIOR PERIMETER SEAL PERIMETER SEAL eS SECTION 4 STRAPINSTALLATION 2X SUCKAVOOD FRAMING 1 3/16" MIN. EMBEDMENT INTERIOR FINISH BY OTHERS �-- #8 WOOD SCREW INSTALLATION STRIP 2X SUCK/WOOD FRAMINGBY OTHERS, 2X BUCK TO BE \PROPERLY SECURED SHEATHING BY OTHERS KOLBE & KOLBE MILLWORK 1211 DEPOT ST : MANAWA, WI 54949 V707 WINDOUEST WHITE PVC CASEMENT WINDOW 36" x 72" STRAP INSTALLATION DETAILS maven: DND NO. uv Llils R.L. 08-00338 C _. MASONRY/CONCRETE 2 5/8" MIN. BY OTHERS EDGE DIST. B ° ' 3/16" TAPCON, SEE :a' NOTE 7 SHEET 1 a 1 1/4" MIN. •..' EMBEDMENT PERIMETER SEAL J 1/4• MAX, SHIM SPACE 1 1tDl 4" E OPTIONAL 1% BUCK BY OTHERS, 1% BUCK TO p INSTALLATION BE PROPERLY SECURED. STRAP 2 5 SEE NOTE 3 SHEET 1 EOG'E aQSEE SEXTERIOR I INTERIOR INSTALI I INSTALLATION STRIP MASONRY/CONCRETE BY OTHERS PERIMETER SEAL OPTIONAL 1X BUCK BY L.r 3�714CEOFSEE OTHERS, 1X BUCK TO N1 BE PROPERLY SECURED. SEE NOTE 3 SHEET 1 1/4" MAX. PERIMETER SEAL �_ SHIM SPACE I 1 1/4" MIN. c EMBEDMENT 2 5/8" MIN. EDGE DIST. eA SECTION STRAPINSTALLATION MASONRY=NCRETE 1/4" MAX. SHIM SPACE RMSM5 ftfV IXSCftPfm fE MRIUYED A UPDATED PER M.D. COMMENTS 9/16/OS R.L, B UPDATED PER NEW TESRNG 03/10/11 R.L. C RINSED CROSS SECTIONS CALLCUTS 09/013/11 R.L. 1/4" MAX. -1 L. SHIM SPACE I INTERIOR dlrr' IV/ EXTERIOR \ill ti�1 OPTIONAL IXIX BUCK BY OPTIONAL 1X�BUCK KBBY1 OTHERS, 1X BUCK TO OTHERS, 1X BUCK TO BE PROPERLY SECURED. BE PROPERLY SECURED. SEE NOTE 3 SHEET 1 SEE NOTE 3 SHEET I STZ g SECTION e ION MASONR 11CONCST RETE MASONRY/CONCflETE KOLBE & KOLBE MILLWORK 1211 DEPOT ST MANAWA, WI 54949 V707 WINDOUEST WHITE PVC CASEMENT WINDOW 36" x 72" STRAP INSTALLATION DETAILS R.L. 1 1/4" MIN. EMBEDMENT ' 2 5/6" MIN. v, EDGE DIST. 3/16" TAPC01 SEE NOTE 7 SHEET 1 v'. INSTALLATION STRAP �v MASONRY/CONCRETE BY OTHERS PERIMETER SEAL 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED #8 WOOD SCREW SHEATHING BY OTHERS_ PERIMETER SEAL — INTERIOR FINISH BY OTHERS I Y. 1 3/16" MIN. EMBEDMENT IT 1 3/16- MIN. /4 MAX.1& SHIM SPACE EMBEDMENT INTERIOR FINISH BY OTHERS 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED #8 WOOD SCREW EXTERIOR INTERIOR I PERIMETER SEAL SHEATHING BY OTHERS 12X BUCK/WOOD Ff BY OTHERS, 2X BUCK TO BE PROPERLY SECURED SECTION e2 R119H —INSTALLAWN XBUCMMDFRWING BY OTHERS SHEATHING By OTHERS 1/4- MAX. HIM SPACE 1/4" MAX. SHIM SPACE INTERIOR EXTERIOR UPDATED PER M.O. COMMENTS UPDATED PER NEW T NC R D) CROSS SEC17IONS O OVIS 1/4" MAX SHIM SPACE 6/08 R.L 10/11 R.L. 08/11 IR.L 1 3/16" MIN. EMBEDMENT INTERIOR FINISH BY OTHERS 2X BUCK/WOOD FRAMINGBY OTHERS, 2X BUCK TO BE PROPERLY SECURED #8 WOOD SCREW SHEATHING PERIMETER SEAL PERIMETER SEAL J BY OTHERS SECTION allSi �IMSTALLA77ON (12XSUCWOODFRAMIAtO KOLBE & KOLBE MILLWORK 1211 DEPOT ST MANAWA, WI 54949 V707 WINDOUEST WHITE PVC CASEMENT WINDOW 36" x 72" FLUSH INSTALLATION DETAILS m NO. REV LIJ R.L. 08-00338 C 2 5/e' MIN. MASONRY/CONCRETE EDGE DIST. BY OTHERS e 3/16" TAPCON, SEE • < • ..a 1 1/4' MIN. NOTE 7 SHEET 1 EMBEDMENT 1 PERIMETER SEAL .25' MAX. J SHIM SPACE OPTIONAL 1X BUCK BY OTHERS, 1X BUCK TO 1 1/4' MIN. BE PROPERLY SECURED. EMBEDMENT SEE NOTE 3 SHEET 1 � .25' MAX. SHIM SPACE Q 2 5/8" MIN. I= I EDGE DIST. 1 TAPCON, N1 EXTERIOR INTERIOR SEE NOTE 7 v w MASONRY/CONCRETE BY OTHERS v PERIMETER SEAL I OPTIONAL 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED. a SEE NOTE 3 SHEET 1 0 OPTIONAL 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED. SEE NOTE 3 SHEET 1 3/16' TAPCON, SEE NOTE 7 SHEET 1 ' PERIMETER SEAL M. AX SHIM SPACE 1 1/4' MIN. .a•.. EMBEDMENT PRODUCTRSN 2 5/8' MIN. plyinS wiNOro FlmiEe Bwiaios MASONRY/CONCRETE com BY OTHERS B EDGE DIST. psapmo: No 6N T�viml DVle 3 SECTION ar eC RUSHINSrALLATION MASONRYA')OACRETE Minmi Prodm3 ISV5IX15 oEswPnox D..E ipPxam UPDATED PER MD. COMMENTS 9/16/08 RL UPDATED PER NEW TESTWC 03/10/11 RL RENSED CROSS SECTIONS CALLOUTS I W 108/11 RL INTERIOR EXTERIOR PERIMETER SEAL J MASONRY/CONCRETE BY OTHERS eO SECTION FLUSN INSTALLATION MASONRY/CONCRETE .25" MAX. SHIM SPACE 1�.�. 1 1/4" MIN. I I EMBEDMENT r 2 5/B" MIN. .: v EDGE DIST. 3/i6TAPCON, 70T SEE NOTE 7 SHEET 1 PnONAL 1X BUCK BY OTHERS, IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 KOLBE & KOLBE MILLWORK 1211 DEPOT ST MANAWA, WI 54949 V707 WINDQUEST WHITE PVC CASEMENT WINDOW 36" N 72" FLUSH INSTALLATION DETAILS DMWN: DM N0. REV R.L. 08-00338 C 2X BUCK/WOOD FRAMING 1 1/2 MIN. R sw BY OTHERS, 2X SUCK TO EMBEDMENT RVi Cc Twm BE PROPERLY SECURED A UPDATED PER M.D. COMMENTS 9/1 R.L.INTERIOR !�28 SHEATHING BY OTHERS FINISH BY OTHERS B UPDATED PER NM TESTING 03/ 11 �L c REVISED CRD� SECTIONS -- LC um 0 R.L.RL FASTENER HEAD TO BE COVERED BY APPROVED SEALANT 1/4" MAX. 1/4' MAX. INTERIOR FINISH SHIM SPACE SHIM SPACE INTERIOR FINISH FIN TO BE SEr IN BED BY OTHERS BY OTHERS OF APPROVED SEALANT 1/4- MAX. SHIM SPACE 2X BUCK/WOOD '2 p 2X BUCK/WOOD FRAMINGEY OTHER S E FRAMINGBY OTHERS. #8 WOOD SCREW 0 B E 2X BUCK TO li 2X BUCK TO BE 9 p U E PROPERLY SECURED R D PROPERLY SECURED W #6 WOOD ODD 8 WOOD — SC CREW REW SCREW SCREW C'n INTERIOR INTERIOR I 1 1/2 MIN. EMBEDMENT - 4MIN um 1 1/2 MIN, EMBEDMENT EXTERIOR INTERIOR ❑ 0 SHEATHING SHEATHING I BY OTHERS EXTERIOR 13Y OTHERS FASTENER HEAD TO 10 FASTENER HEAD TO I BE COVERED BY FIN TO BE SET IN BED FIN TO BE SET IN BED BE COVERED BY APPROVED SEALANT OF APPROVED SEALANT OF APPROVED SEALANT APPROVED SEALANT 0 F SECTION FININSTALLAVON 8 IXBUCK4WOD FRAMING FIN TO BE SET IN BED #8 WOOD S EW OF APPROVED SEALANT FASTENER HEAD TO BE COVERED BY APPROVED SEALANT SHEATHING BY OTHERS 711/2- MIN. KOLBE & KOLBE MILLWORK �' 42 2X BUCK/WOOD FRAMING fISH BY OTHERS, 2X BUCK T EMBEDMENT 'i*.i& Berl" 1211 DEPOT ST V707 WINDQUEST WHITE PVC CASEMENT WINDOW A BE PROPERLY SECURED BY OTHERS PRODUCT UVIIIED MANAWA. WI 54949 36" x 72" SECTION FININSTAMliTION FIN INSTALLATION DETAILS elxBUCKlV0ODFR4MIMG BY c.,v. DM": DIM NO. REV R.L. 08-00338 cElarlda l,uls No.. R251-4,1 NTS wTE 12/09/07 1s'^ET8 OF 9 3.25' — .547' 1 FRAME O V7N PVG.071 THICK .185" 2.476' .657" —I I— IL�\�I 756' D rN� OGLAZING BEAD 2 VX&PVC.00 THICK 4,201' .535' 1010 ® O L .236" CORNER WEIR h� 2.922" 1.236" I— (ALL SIDES) 25 INSTALLATION STRIP GALVANOWSTEEL GM SASH CORNER CONSTRUCTION DVE .PFROYID UPDATED PER M.D. COMMENTS 9/I6/08 i R.L UPDATED PER NEW I NC 1 03/10/11 R.L REVISED CRO55 SECTIONS CALLOUIS 1 09/08/11 1 R.L 2.378' 1 a .5" O 2.35' LWEEP HOLES SASH SEE NOTE 1 OVfN14 PVC.071 THICK NOTE: 1.— 5/32' DIAMETER WEEP HOLE LOCATED 1 3/4' FROM EACH END OF SASH BOTTOM RAIL CORNER WELD (ALL SIDES) KOLBE & KOLBE MILLWORK 1211 DEPOT ST .. .I REVISED MANAWA, WI 54949 V707 WINDOUEST WHITE PVC CASEMENT WINDOW •11. i I.1"', relim: Dna 36" z 72" U7 !3 COMPONENTS E0 eta PnMva R.L. Rcv R aw xa R.L 08-00338 C cL� ;1A I ���� i °�• ' -C MIAM4DADE� MIAMI-DADECOUNTY,FLORIDA FILiff METR -DADE FL � 0 AGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130.1563 (305) 375-2901 FAX (305) 372.6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/buildinecode Kolbe & Kolbe Millwork Company 1211 Depot Street SCANNED Manawa, WI 54949 BY SCOPE: St. Lucie County 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 11V707 DH Tilt" White PVC Double Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 08-00970, titled "V707 White PVC Tilt Double Hung Window 52" x 75", sheets 1 thru 5 of 5, dated 03/23/10 with revision A dated 10/I1/10, prepared by manufacturer, signed and sealed by Luis R, Lomas, 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 userby 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 # 08-0324.20 and consists of this page 1, 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. 10-0603.01 Expiration Date: October.30, 2013. Approval Date:' December 69, 2010 • . Page I _7- U V.Y ALL E. STOFF B MvRM9 EC Y S' P.A. AAM3379 AMIII05 [� APPROVED REVISE & RESUBMIT QTAPPROVED ASCORRECTED ❑ REJECTED This revlaw is only for general conformance wllr E„a desiln =oept of fle project and general comoianrew.Mhair;oma"uen given in t!.,econtrat docomsrJs. Corradns or comments made on tie shop dnsW+"a during this reu{ow do cot ra9ave the conlactor from comp':iance w:th the roquiie- monts of the pars and spwfflcatons. Approval of a spec.I. item shall not inckSe app�wai of an assembly of vvh'--h the item is a companent. Con- Uader is respa.>r;5:'a fa: Dimensions to 6e crfimr�i and crrre!aiad at the jah t f.^. airct[oi Loa pcL ns solely to 65a fabdeaGan processes or to the means, Frd. rods, fedveQrs, soquences and procaclums of cersUuc- @an: coo!dfiaS : off wo k of all oiher Uades: and for performing a!I work in a sa`ra a,^ti saF*,rxy manner. 9LI Kolbe & Kolbe Millwork Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 08-00970, titled: V707 White PVC Tilt Double Hung Window - 52" x 75", Sheets 1 through 5 of 5, dated 03/23/10 with revision A dated 10/11/10, prepared by manufacturer, signed and sealed by Luis R. Lomas, P.E. 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, TAS 202-94 along with marked -up drawings and installation diagram of a series V707one-over-one tilt double hung vinyl window measuring 52" x 75", prepared by National Certified Testing Laboratories, Test Report No. NCTL-110-12734-3, dated 04/18/07 and revised on 07/22/08, signed and sealed by Harold E. Rupp, P.E. 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 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series V707DH Tilt White PVC Double Hung Window, prepared by National Certified Testing Laboratories, Test Report No. NCTL-110-10633-3, dated 09/12/06, signed and sealed by Harold E. Rupp, P.E. (Submitted under previous NOA# 08-0324.20) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, dated 03/23/10, prepared, signed and sealed by Luis R. Lomas, P.E. Complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). Product Control Pxamiar NOA No. 1446W.01 Expiration Date: October 30, 2013 Approval Date: December 09, 2010 E-1 .11 Kolbe & Kolbe Millwork Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09-0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 05/13/09, expiring on 12/11/10. 2. Notice of Acceptance No. 08-0620.09 issued to Thermoplast, Inc. for their "White Rigid PVC Exterior Profile Extrusions for Windows and Doors" dated 08/07/08, expiring on 07/05/12. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated May 5, 2010, signed and sealed by Luis R. Lomas, P.E. 2. Proposal # 09-1190 issued by BCCO to United States Aluminum Corporation, dated 08/24/09, signed by Jaime Gascon, P.E., Chief Product Control Division. G. OTHERS 1. Notice of Acceptance No. 08-0324.20, issued to Kolbe & Kolbe Millwork Co. for their Series "V707 DH" Tilt White PVC Double Hung Window — L.M.I., approved on 10/30/08 and expiring on 10/30/13. ManuelPe ;product Control amin r NOA No.10- .01 Expiration Date: October 30, 2013 Approval Date: October 13, 2010 E-2 6' MAX. _ TYP. 6" MAX. I 12 1/2' MAX. O.C. TYP. 7 1/2" MAX- TYP. 7 1/2" MAX. _ TYP. 12 1/2' MAX. O.C. TYP. I- 6"T1MpATX. — 52" MAX. WIDTH — 13 MAX. .C.T A X 8 1/2" 8 1/2" V707 PVC TILT DOUBLE HUNG —IMPACT EXTERIOR VIEW DESIGNPRESSURERATLVG IMPACTRATING t70PSF IARGEANDSMALL MISSILE IMPACT 6" MAX. TYR. 4 1/2- IF MAX. TYP. 75' MAX. HEIGHT 3" MAX. \ TYP. ` SPRING LOADED LOCK (INSIDE) TABLE OF CONTENTS HEET N0. DESCRIPTION 1 ELEVATION AND GENERAL NOTES 2 CROSS SECTIONS AND B.O.M. 3 - 4 INSTALLATION DETAILS CONSTRUCTION DETAILS o[stwenaN onto ncPaovco REVISED PER MD COMMENTS 10/11/10 1 R.L. NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERL' TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) FRAME AND SASH MATERIAL EXTRUDED RIGID PVC .069- THICK. 5) UNITS MUST BE GLAZED WITH 7/8" ICU CONSISTING OF: 1/8" ANNEALED INTERIOR PANEL — AIR — LAMINATED EXTERIOR PANEL CONSISTING OF 1/8' ANN — .090 BUTACRE PVB BY DUPONT — 1/8' ANN PER ASTM E1300. 6) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 7) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 8) FOR ANCHORING INTO MASONRY USE 3/16" ITW TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 9) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 88 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/16- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10) ALL FASTENERS TO BE CORROSION RESISTANT. 11) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLA11ON INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 12) MAXIMUM TOP SASH SIZE: 48 1/8' x 36 9/16" MAXIMUM TOP SASH D.LO.: 45 5/16" x 33 9/16" MAXIMUM BOTTOM SASH SIZE: 49 1/4" x 36 5/8" MAXIMUM BOTTOM SASH D.L.O.: 46 7/16" x 33 5/8" 13) WHITE PVC TO BE LABELED WITH AAMA CERTIFICATION LABEL. EXTRUDER NAME. CODE CITY AND 'MEGA". KOLBE & KOLBE MILLWORK 1211 DEPOT ST. , ,/hj✓c: MANAWA, WI 54949 C,{ V707 WHITE PVC TILT DOUBLE HUNG WINDOW 52' x 75' • /��/� '• ELEVATION, ANCHORING LAYOUT AND NOTES.' m: Im No. 08-00970 TA A �cv.::. RL:K°mP'Gpr(;. -L PARTS LIST R Jws REV mcmprt -. 61T6 ,wvaovm 39 A REMSED PER NO COMMENTS 10/11/1I Rl 13 6 32 ❑ 19 17 0 16 22 10 2 0VERTICAL CROSS SECTION 35 38 15 24 7RNTERIOR HEAD ONLY WITH OPTIONAL INSTALLAT70N STRIP p Q� 38 O© O 13 Q 6 o O O O 32 II 19 p p U Q 26 35 Y 27 34 EXTERIOR 38 - - -�- - - - - - - 4 Qo ' 30 31 29 23 28 36 9 25 0 18 I s (QIHORIZONTAI CROSS SECTION 13EXTERIOR INTERIOR .875" 1/8- ANN. (3 I 11 .09' DUPONT BUTACITE PVB �l I/8" ANN. 1/8' ANN. 29 O O 7 ❑ EXTERIOR INTERIOR 1 12 .5' BITE O DOW 995 SILICONE 20 30 DOW 995 SILICONE ❑ SETTING BLOCK 14 A VERTICAL CROSS SECTION GLAZING DETAIL LJ KOLBE & KOLBE MILLWORK // , uy Rai161MWmida M121 1 D WI ST. _ PROOURREVISm 1211 DEPOT 49 y0"yr n@� wm No O•1 V707 WHITE PVC TILT DOUBLE HUNG WINDOW VV �' r,a0on ove 52" X 75" DY BILL OF MATERIALS AND CROSS SECTIONS mlam mProm¢Tcwv •, I ' O:. oo ORAWx: ww W. PEv L'J'I! l• TJH 08-00970 q -LUIS; Lf. Lor`ias W E( -: Rorj o•INN., 6Q514' - saac TUTS °"'X 03 23/10 sHLLT2 OF 5 '•. 5::.. NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 1 4005 SILL FRAME THERMOPIASf INC VMITE PVC 2 4006 JAMB FRAME THERMOPLAST INC WHITE PVC 3 4012 EXTERIOR SILL THERMOPLIST INC WHITE PVC 4 4080A OUTSIDE SASH INTERLOCK THERMOPIASi INC WHITE wC 6 4027A SASH FRAME THERMOPLAST INC WHITE PVC 6 4011 HEAD THERM•OPIAST INC WHITE PVC 7 4219 SILL ADAPTER THESMONAST INC WHITE PVC a aoz2 7/e' cunNc eTAO THD¢Mowlsr we wxnE we 9 4030 ISCREEN SPACER 10 4010 SASH STOP THERMOP AST INC WHILE wC 11 4013 7/8' GLAZING BEAD THERMOPL49 INC WHITE PVC 12 LDB-100109T WHEATHERSTRIP SCILLEGEL 13 HF-7320-187 WHEATUERSTITIP SCHLEGEL 14 PB-BBM-187 WHEATHERSIMP SCHLEGEL 15 0901012345 BALANCE FEBC0 16 090151 BALANCE SUPPORT FEROO 17 090155 TILT SHOE FERCO 16 M090161 PIVOT FERCO 19 808-0018 TLT LATCH 20 97-03-00-00 VALVE GFARMOID 21 SLO475DO LOCK RGTG _ zz sLo47550 KEEPER Rojo 23 7/16' SCREEN FRAME 24 a4ANCE SCREWS PH 08 X V 25 BALANCE SCREWS PH d8 X 1 1/2' 26 LOCI( SCREWS FH 86 X 1' 27 KEEPER SCREWS FH 16 X 1 1/2' 28 SETRNG BLOCK 7/8' X 1' X 1/8' 80 DUROMETER 29 SCREEN SPRING 30 PIVOT SCREWS FIT '8 X 1/2' 31 4004A INSIDE SASH INTERLOCK THERMOPIAST WHITE PVC 32 995 STRUCTURAL SEALANT DOW CORNING 33 RECEPTARE SCREWS FH 110 X 2' 34 TILT LATCH SCREWS FH 18 X 1' 35 A110-02MG95 SASH REINFORCEMENT FXTRUDEX ALUMINUM fi063-TS 36 REINFORCEMENT SCREWS $8 X 1/2' SSf. 37 A711-02M096 MEERNC GAL REINFORCEMENT EXTRUDEX ALUMINUM 6063-T5 38 RIGID FILLER KOLBE & KOLBE RIGID wC 39 4560 OPTIONAL INSTALLATION STRIP STEEL G60 1 16" /4" 1/4" MAX 1/4` MAX. 1 3 1— MIN. EMB. SHIM SPACE SHIM SPACE MIN. EMB. P MIN. 198 WOOD SCREW EDGE DISTANCE INTERIOR HMS ONS AEV oTsauvnox one DSPAovco A REVISED PER MD COMMENTS10/11/10 R.L 3/16" ffW TAPCON RIGID FILLER TW*IRIOID FILLERRIGID FILLER iX BUCK BY OTHERS, 1X BUCK TO BE o 2X BUCK/WOOD FRAMING PROPERLY SECURED D EXTERIOR BY OTHERS, 2X BUCK TO 0� MASONRY/CONCRETE /o BY OTHRES J O HORIZONTAL CROSS SECTION BE PROPERLY SECURED 2X BUCK/WOOD FRAMING IXBUCKOR2XBUCW4YOODFRAMINGINSTALLATION BY OTHERS, 2X BUCK TO 2" MIN. BE PROPERLY SECURED f-- EDGE DISTANCE MASONRY/CONCRETE BY OTHERS ° EXTERIOR FOR WEEPHOLES LOCATION SEE o. '.7 - - v MIN' EMB. NOTE 1, 2 AND 3 i i 1X BUCK BY OTHERS, 1/4" MAX, 2% BUCK/WOOD FRAMING 1X BUCK TO BE SHIM SPACE BY OTHERS, 2X BUCK TO PROPERLY SECURED NOTES: BE PROPERLY SECURED 3/16` ITW TAPCON 1) 3/4" X 1/4" WEEP HOLES LOCATED I RIGID FILLER 1/2" FROM EACH END OF INTERIOR SILL FOR WEEPHOLES EXTERIOR TRACK AND 2" FROM EACH END OF LOCATION SEE EXTERIOR SILL TRACK. NOTE 1, 2 AND 3 INTERIOR 2) 5/8" X 1/8" WEEP HOLES LOCATED 3 1/4".FROM EACH END OF SCREEN 1 3/16` MIN. EMB. 1/4" MAX. J SHIM SPACE #8 WOOD SCREW INTERIOR SILL TO BE SET IN BED OF APPROVED SEALANT, BY OTHERS 1/4" MAX. F SHIM SPACE rl SILL TO BE SET IN r RETAINER AND 3" FROM EACH END OF EXTERIOR MEETING OA VERTICAL CROSS SECTION BED OF APPROVED RAIL AND BOTTOM RAIL. 2X SUCK/WOOD FRAMING INSTALLATION IX BUCK By OTHERS, SEALANT, BY OTHERS 3) 1" X 1/4" WEEP HOLE WITH WEEP COVER iX BUCK TO BE LOCATED 4 1/4` FROM EACH END OF PROPERLY SECURED 1/4" MAX. EXTERIOR. SILL FACE. r SHIM SPACE e' 4 q n. A D G (VERTICAL CROSS SECTION IXBUCKINSTALLAWN KOLBE & KOLBE MILLWORK 1211 DEPOT ST. MANAWA, WI 54949 .' T}iI ••„11,,, V707 WHITE PVC TILT DOUBLE HUNG WINDOW �1 / 52' X 75' I. Aq%/01Q INSTALLATION DETAILS 1 .l.oi;•gIIoIa 08-00970 A ', FfoiB6 LaraB�51�4'� NTS o703 23/10 sr —3 OF <• T, „..,,• 1 1/4" MIN. EMB. J P 2" MIN. - EDGE DISTANCE r P 3/16" ITW TAPCON INSTALLATION STRIP1% BUCK OTHERS, 1X BUCK TO BE PROPERLY SECURED MASONRY/CONCRETE BY OTHERS 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED FOR WEEPHOLES LOCATION SEE NOTE 1, 2 AND 3 —� 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED 1/4" MAX SHIM SPACE 1/4" MAX. SHIM SPACE INTERIOR P - EXTERIOR O HORIZONTAL CROSS SECTION iX BUCK OR 2X BUCK4V000 FRAMING INSTALLATION WR H OPTIONAL INSTALLATION STRIP 2" MIN. EDGE DISTANCE 1 1 /4" MIN. EMB. *8RIOR 1/4 MAX HIM SPACE3/16" ITW TAPCON LATION STRIP i INTERIOR � 3/16" TAPCON INSTALLATION STRIP 1/4" MAX. SHIM SPACE -� 1 1 �4" 'e n e: MIN. EMB. 1 3/16" MIN. EMB. #8 WOOD SCREW INSTALLATION CUP 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED R %OHS ocsrniPlwx Rfi 5E0 PER MD COMMENTS #8 WOOD SCREW 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED FOR WEEPHOLES EXTERIOR LOCATION SEE I NOTE 1, 2 AND 3 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED NOTES: 1) 3/4" X 1/4" WEEP HOLES LOCATED 1 1/2" FROM EACH END OF INTERIOR SILL TRACK AND 2" FROM EACH END OF 2) EXTERIOR SILLwERAP HOLES LOCATED 3 1/4" FROM EACH'END OF SCREEN RETAINER AND 3" FROM EACH END OF EXTERIOR MEETING RAIL AND BOTTOM RAIL. 3) 1" X 1/4" WEEP HOLE WITH WEEP COVER LOCATED 4 1/4" FROM EACH END OF EXTERIOR SILL FACE. ¢4IE OPPROYID 11/10 R.L. 1 3/16" MIN. EMB. SHIM SPACE INSTALLATION STRIP INTERIOR #8 WOOD SCREW /r INSTALLATION STRIP 1/4" MAX. I ` SHIM SPACE 1 3/16" MIN. EMB OVERTICAL CROSS SECTION A 2X WITH OPTIOOFRAMINGATION STRIP WITHOPTIONAL INSTALLATION STRIP KOLBE & KOLBE MILLWORK PROo=c Vjsm 1211 DEPOT ST. � vawmPlringwiiM1 lho FlaNde MANAWA, WI 54949 BWlding Cade \ , A 9x �°y �3 V707 WHITE PVC TILT DOUBLE HUNG WINDOW 0� Br INSTALLATION DETAILS Miami me PmduRConbo )< 1Tvi{ oRnwx: Mxc rro. R� "Luis�lILLs1 Lar „ TJH 08-00970 A FI'orltl&IN'o. 4 17/64" 11/16" 4 17/64" 13/16' 1 1/4 . 1 13/16" � 1 1/4" 1 f �jj us I_ O1 SILL FRAME VINYL PVC.069 THICK OJAMB FRAME VINYL PVC.069 THICK REV15Y0% flEV OESCWP110N 441E A I REVISED PER MD COMMENTS 110/11/ 1 3/4" {— Wo 1 31/64" �{ 1 25/32" 21 /64" 1 13/32" T-� 1 13/32" 6" I 25/32" �LJD 7/8" h0 25/32" LJU O EXTERIOR SILL O OUTSIDE SASH INTERLOCK O SASH FRAME VINYL PVC.069 THICK VINYL PVC.069 THICK VINYL PVC.069 THICK 71/11 29/64" 13/32" _ 19/64 1 17/32' 13/16" 1/4. 2 5/64 9 64" 11/16" 7/8—N) J ..L 1T / T-{ I I 17 5/8" © HEAD FRAME O SILL ADAPTER O 7/B"GLAZING BEAD 1 D SASH STOP VWYLPVC.069THICK VINYL PVC.OB9 THICK VINYL PVC.059TH1CK VINYL PVC.047 THICK CORNER WELD (ALL SIDES) CORNER WELD (ALL SIDES) 5/16 7; 0 T- 7/8" GLAZING BEAD VINYL PVC.059 THICK 1 3/I6" -I-- 5/32"T 3a RIGID FILLER RIGID PVC 4.201" .535" 1" � O O ® O —F .236' t'— 2.922" --H� 1.236' — 39 OPTIONAL INSTALLATION STRIP GALVANIZED STEEL 660.059'THICK 33/64" 1 7/32" 1 13/32" O 5/— L U�O 31 INSIDE SASH INTERLOCK VINYL PVC.068THICK 1'RODUCf REVISED iaaauyyu�g.�W �M FIoAAn lluild�"g Cad< ��i edePmAna SASHCORNER CONSTRUCTION 3/64' 7/76" -F— 39/66 35 SASH REINFORCEMENT AL 6083-75. 118 THICK PFPROVEO R.L. 3/64 1— 23/64" 1 T nRAIL REINFORCEMENT L7 AL 6063-T5.71BTH/CK KOLBE & KOLBE MILLWORK 1211 DEPOT ST. yt MANAWA, WI 54949 ij,.-6-• V707 WHITE PVC TILT DOUBLE HUNG WINDOW �1 % 52" x 75" ( I �Ci• COMPONENTS AND CORNER CONSTRUCTION DETAILS i I I. 08-00970 A Luis. RR ''Flori(ih ; D NTS — 03/23/10 6 —5 OF 5 MIAMI-:_� Copy MIAMII E , MIAMI-DADE COUNTY, FLORIDA e -- METRO-DADE 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) 372-6339 NOTICE OF ACCEPTANCE (NOA) www.maimidade.gov/buildineeode Kolbe & Kolbe Millwork Co. SCANNED 1211 Depot Street BY Manawa, WI54949 SCOPE: St. (UCi2 County 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 "V707 PW' White PVC Fixed Window—L.M.I. APPROVAL DOCUMENT: Drawing No. FL 00341, titled "V707PW White PVC Fixed Window", sheets 1 and 2 of 2, dated 12/09/07 with revision A dated 9/16/08, prepared by manufacturer, signed and sealed by Luis R. Lomas, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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 Manuel Perez, P.E. F NOA No. 08-0324.18 / Expiration Date: October 30, 2013 Approval Date: October 30, 2008 Page 1 RANDALL F. SY®FFY ARCHITEVS, P.A. MM337s APPROVED ❑REVISE 8 RESUBMIT APPROVED AS CORRECTED REJECTED This review is enly for general mnformance with the design cxcept of the p iectandgenemicompliancewlSTL-info:mstion given m theeontrect dor•�r.erfs.Canecionsorwmmcnts mzdoon Le sndraa,ngsdudng L^,is rein;;t, do not ra!zve Ina contrear fiam compiience with the mgwr& m2nls at u+a F'�n; end spaci:r%lions. A.pProval cf a spew c Item shall not Con - in 5z aP�mval of 2n assembly of which Ira fem is a compeno"1. Corr U2„er is mspo�:abfa far. Dimensions to bo cop jimed and crn lalcd attha tha b.: Nat per'a!ns solely to tabrica'ion prerrsses or to „� ^ r„ rJCEdUrea 0f pOnaWG thxr,-,a•,.rsi.�hys.lechniGuassequen.sard F fica: ccon':rcion of fhe a k of all Oiner trades: and for performing all work in a aaM and satisfactery manner. DATE' .y Kolbe & Kolbe Millwork Co. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No FL 00341, Sheets 1 and 2 of 2, titled "Series V707PW White PVC Fixed Window", dated 12/09/07 with revision A dated 9/16/08, prepared by manufacturer, signed and sealed by Luis R. Lomas, P.E. 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, TAS 202-94 along with marked -up drawings and installation diagram of a series V707PW white PVC fixed lite window, prepared by National Certified Testing Laboratories, Test Report No. NCTL-110-10867-3, dated 07/18/07, signed and sealed by Harold E. Rupp, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004, dated 12/13/07, prepared, signed and sealed by Luis R. Lomas, P.E. Complies with ASTM E1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07-1116.04 issued to E.I, DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 07-0517.07 issued to Thermoplast, Inc. for their "White Rigid PVC Exterior Profile Extrusions for Windows and Doors" dated 07/05/07, expiring on 07/05/12. F. STATEMENTS 1. Statement letter of conformance and of no financial interest, dated December 15, 2007, signed and sealed by Luis R. Lomas, P.E. G. OTHER 1. None. E-1 Product Control Exarkiner NOA No. 08-03 Expiration Date: October 30, 2013 Approval Date: October 30, 2008 A 53" MAX. WIDTH 4" MAX. � B" MAX. O.C. � 4" MAX. A `I k 77" MAX. HEIGHT 4" MAX—. V 707 PW EXTERIOR NEW DESIGNPRESSURERATTNG IMPACTMTING 164.9PSF fARGE AND SHALL MISSILE/MPgCT TABLE OF CONTENTS T NO. DESCRIPTION 1 1 ELEVATION AND GENERAL NOTES 70.75" MAX. D.L.O. a SONS RSQdiIWH pRiE /JPFOVID UPDATED PER M.D. COMMENTS 9/I6/08 F.L. NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL W00D FRAMING AROUND WINDOW. 4) UNITS MUST BE GLAZED WITH 1" IGU CONSISTING OF: 5/32" ANNEALED INTERIOR PANEL - AIR - LAMINATED EXTERIOR PANEL CONSISTING OF 5/32" ANN - .090 DUPONT SENTRY GLASPLUS - 5/32" ANN PER ASTM E1300. 5) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODJCT IN AREAS WHERE WIND BORNE DEBRIS PROTECTION IS REQUIRED. 6) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/I6" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 7) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 8) FOR ANCHORING INTO MASONRY USE 3/16" RW TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 9) ALL FASTENERS TO BE CORROSION RESISTANT. 10) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELCW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N, TYPE 1 (OR GREATER). 11) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 12) FRAME AND SASH MATERIAL: PVC 13) WHITE PVC TO BE LABELED WITH AAMA CERTIFICATION LABEL. EXTRUDER NAME, CODE CITY AND "MDCA". wlro!?".d now Ma.ilewo D 8 NOM M.bW D.utc P„� [RL. KOLBE & KOLBE MILLWORK 1211 DEPOT ST MANAWA. WI 54949 -.._ .._. FL 00341�p� LMis R. Lomos P.E. Florida No. 62514 NTS -m 12/09/07 S8 n I OF 2 c PARTS LIST PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 4509A FIXED FRAME THERMOPLAST WHITE PVC 4413 GLAZING BEAD THERMOPLST WHITE PVC SETTING BLOCK 7/BX2'XI/8' 60 DUROMETER 995 STRUCTURAL SEALANT DOW CORNING STRUCTURAL SEALANT DOW CORNING 995 1 .5" BITE 5/32" ANN 5/32' MN .09" SENTRY GLASPLUS 5/32" ANN NOTE: 1.— 1/2"XI/8" WEEP HOLE LOCATED 1/2" FROM EACH END OF EXTERIOR SILL FACE. .697" CORNER WELD (ALL SIDES) WEEP HOLES SEE NOTE 1 3. I19" 7 2.291 FRAME O WNYL PVC.071 THICK FRAME CORNER CONSTRUCTION MASONRY/CONCRETE BY OTHERS 2 5/8" MIN. EDGE DISTANCE r 0 0 ao o a C M'/M C I N. EB. SHIM SPACE 3/16" TAPCON IX BUCK PT EXTERIOR INTERIOR 3/16" TAPCON 1X BUCK P.T .25' MAX SHIM SPACE lm+va's Rn Rcsammox anrc MVROVEa A I UPDATED PER M.D. COMMENTS 9/16/08 R.L. MASONRY/CONCRETE BY OTHERS a a o p > I 1 3/8" EMB. 25" MAX. SHIM SPACE #10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR INTERIOR 3/16" TAPCON .25" MAX F SHIM SPACE a /4 ° MIN. EMB. 1 3/8" MIN. EMB. � o MASONRYBYOOTHERS 2 5/8" MIN . EDGE DISTANCE ' MASONRY/CONCRETE WOOD FRAMING .657"-{---{ VERTICALSECTION BY OTHERS OR 2X BUCK I I VERTICAL SECTION BY OTHERS 756" INSTALLATIONDETAILS INSTALLATICNDETAIIS 1X BUCK WOOD FRAMING OR2YBUCK KOLBE & KOLBE MILLWORK / OGLAZING BEAD py+,rHR.eeaW14wW0e 1211 DEPOT ST 2 VM PVC.059 THICK 1 MANAWA, WI 54949 WHITE PVC FIXED WINDOW SECTION, 9�9�a8 p CROSS SECTION, TOM & INSTALLATION DETAILS DY Dm o G No. RIW Luis R. Lamas P.E. R.L. FL 00341 A Florida No. 62514 sauc NTS 0-E 12/09/07 s"esr2 OF 2 t