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HomeMy WebLinkAboutNotice of Acceptance (2) M IAM I•IDADE NIIANII-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RE,R) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) mnY.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable Arles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Mialni-Dade County Product Control Section (In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will 'incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: Series"SGD-770"Aluminum Sliding Glass Door w/90°& 135°corners—L.M.I. APPROVAL DOCUMENT: Drawing No.PGT0130, titled"Series 770 Alum. SGD - LM Impact", sheets I through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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. 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, 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 as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT- The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-1013.15 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 Jorge M.Plasencia,P.E. ' NOA.No. 16-0629.06 MIAMI-DADE COUNITY. ... ,. Expiration Date: r ebruary 17,2020 Approval Date:. August 04,2016 Pagel i MIAMI•DADE MIATAT-DADS COUNTY M PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) rnvw.miamidatle.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,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 and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (hi Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: Series"SGD-770"Aluminum Sliding Glass Door w/90'& 135*corners—L.M.I. APPROVAL DOCUMENT: Drawing No.PGT0130, titled"Series 770 Alum. SGD - LM Impact", sheets I through 22 of 22, dated 10/10/14, with revision B dated 05105116, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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. 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, model/series, and following statement: "Miami-Dade County Product Control Approved", Curless 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. ' ERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-1013.15 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 Jorge M.Plasencia,P.E. NOA.No. 16-0629.06 rttar�� n couHrt Expiration Date: February 17,2020 Approval Date:. August 04,2016 Page 1 f r PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision B dated 05105116, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Reference 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 Loading per FBC,TAS 203-94 Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors (w/PS, Super, Cardinal &Duraseal Spacers),prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717,FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed&sealed by Idalmis Ortega,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 an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA 11ro. 14-0123.10) 3. Test reports on: 1)Uniform Static Air Pressure Test, Loading 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 an aluminum sliding glass door,prepared by-Fenestration Testing Laboratory, Inc.,Test Reports No.: FTL-5980-R, FTL-6001-R and FTL-6015-R, which have been revised and reissued on 12/29/09, all signed and sealed by Julio Gonzales,P.E. (Submitted under NOA No. 09-08-96.10) J V Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17,2020 Approval Date: August 04,2016 .I E-1 3 1 - PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. TESTS (coNT1NUED) 4. 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 an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales,P.E. (Submitted under NOA No. 09-0826.10) 5. Additional Reference Fixed Window Test Report No. FTL-7897(Cardinal spacer), per TAS 201, 202 &203-94, issued by Fenestration Testing Laboratory,Inc. (Submitted under NOA No. 15-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5{h Edition (2014), dated 01/30/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 14-0128,11) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami--Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Butacite®PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Test proposal No. 16-0152 dated 03/09/16 approved by RER. 2. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968, Jorge M.Plasencia,P.E. ? Product Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17,2020 Approval Date: August 04,2016 E-2 f PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. TESTS (CoNTMED) 3. Statement letter of conformance, complying with FBC-5"' Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOVA No. 14-0128.11) 4. Statement letter of no financial interest, dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted tinder previous NOA No. 14-0128.11) G. OTHERS 1. Notice of Acceptance No. 15-1013.15,issued to PGT Industries,Inc. for their Seizes "SOD-770"Aluminum Sliding Glass Doors w/90° &135'corners- L.M.I. approved on 10/29/15 and expiring on 02/17/20. E� I, 1 � Torge M.Plasencia,P.L. � d roduct Control Unit Supervisor i 4 NOA No. 16-0629.06 ! Expiration Date: February 17,2020 Approval Date: August 04,2016 G E-3 f �_ E 4 s d I SERIES 770 IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: Group Anchor Substrate Frame Min.Edge Min. INCLUDING POCKETS &900/1350 CORNERS __ Me Distance Embedment Concrete(min.285 Ks]) HeadlSIIVJalWJamb 1" 13/8' GENERAL NOTES 1 114'Elco Ultracon Ungrouted CMU,(ASTM C-90) Jamb only 2.1/2" 1-1/4' 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. Grouted CMU(ASTM C-90,min.2 ksi grout) Jamb only 21/2" 1.3/4" 2)DESIGN PRESSURES: Concrete(min.3.35 ks0 Head/Sill/Jamb 1" 1:914^ A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TAB GeteFlex TABLES ASTM El300. 2 i!4'Eko S.S. Ungrouted CMU,(ASTM C-90) Jamb only 2.1/2" 1-114" le B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. P.T.Southern Plns(SG=0.55) Head/Sill/Jamb 1" 1.395, 3 ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 1!4•Elco Ultracan Concrete(min.2.85 ksl) Head/Sill 1° 13/8• Ungrouted CMU(ASTM C-90) Jamb only V 1-114" PRODUCT, MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT P.T.southern Pine(5G=0.55) Head/56VJemb 9/1s^ t3/B• WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA 912,18-8 or410 Aluminum,Pine (SG= Head/SIII/Jamb 116 1-3/8, BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. S.S.SMS, Steel,A36' Head/sill/Jamb 3/8, 0.063, 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 3 (min.11 threads/In) steel stud,,A36 Gr.33 Head/SIII/Jamb Ua• 0,051" 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete(min.3.275 ksl) Hea(I/SIII/Jamb 1-112" 13/8" NARROW JOINT SEALANT. 1/4'Elco 18-8 S.S. Ungrouted CMU,(ASTM C-90) Jamb only 2" 1-1/4' 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR Aggre-Galor Grouted CMU(ASTM C-90,min.2 ksi grout) Jamb only 2" 2" WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. P.T.Southern Pine(SG=0.55) HeadlSill/Jamb V 13/8" 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southern Pine(SG=0.55) Head/Si9/Jamb 9116" 13/8• CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). #12,Steel sMs G5, Aluminum,6063-T5' Head/Sill/Jamb 3/8" 0.063" 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT 4 (min ti threadslin) steel,A36 Head/sill/Jamb 3 8^ 0.050' FLORIDA BUILDING CODE,AS APPLICABLE. I Steel Stud,A653 Gr.33• Heatl/SiIVJamb 3/8" 0.0451" TEST REPORTS:FTL-5980,FTL-5993,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL-6023, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN. FTL-6024,FTL-6025,FTL-6028,FTL-6031,FTL-6033,FTL-6036 AND FTL-7554 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •P-HOOK INSTALLATION REQUIRES 2.693"MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR ANCHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS. 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. GENERAL NOTES.............1 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. EXAMPLE CONFIGS..........2.3 3)WOOD BUCKS DEPICTED AS 1XARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS GLAZING DETAILS............4,5 INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1XAND 2X BUCKS ANCHORAGE.....................6-14 (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE DESIGN PRESSURES 6-8 RESPONSIBILITY OF THE ENGINEER ORARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. INSTALL DETAILS..............12-14 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO ELEVATIONS.....................15,16 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. PANEL/SILL TYPES......,.,17 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, CROSS SECTIONS............18,19 MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT PARTS LIST.......................20 TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS I EXTRUSIONS....................21,22 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,ORAS APPROVED BY THE AUTHORITY HAVING JURISDICTION. TABLE B,SEE DETAILS ON SHEETS 4&5 DESIGN PRESSURE RATING IMPACT RATING PRODUCT REVISED as complying with the Florida j Glass Description(Listed from Exterior to Interior) SEE TABLES 1,2&3 ON 1 RATED FOR LARGE&SMALL Building Code Type SHEETS 6.7&B MISSILE IMPACT RESISTANCE NOA-No. 16-0629.06 1 G3 7/16"Laminated;(2)Liles of 3/16"HS Glass with.09V PVB Intedayer STANDARDS USED: Expiration Date 02/17/2020 j G3 9/16"Laminated:(2)Liles of 114"HS Glass 5vlth.090°PVB Intedayer •2014 FLORIDA BUILDING CODE(FBC),5fH EDITION BY I G4 7116"Laminated:(2)Liles of 3/16•HS Glass with.090"SG Intedayer •ASTM E1300-09 Miarni-Pdf,Product Control G4A 9/16"Laminated:(2)Liles of 1/4"HS Glass with.090"SG Intedayer :ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION GS I'Laminated I.G.:3116"TExledor Cap+3/8"Alr Space+7/16"Laminated;(2)Liles V3116"HS Glass wllh.090'PVB Intedayer :ALUMINUM DESIGN MANUAL,ADM-2010 G5A 1"Laminated LG.:1/4"T Exterior Cap+S/tfi"Air space+7116"Laminated;(2)Lites of 3116"Hs Glass with.090'PVB Intedayer AISI-S100-O7/S2-2010 Gs VLaminated l.G.:3/16'T Exterior Cap+318"Air Space+7/1V Laminated;(2)Liles of 3116"HS Glass wlth.090'SG Intedayer \\1„"'I///— GLAZING NOTES: // ' GEA 1"Laminated l.G.:1/4"TExledor Cap+6116"Airspace+7/16^Laminated;2 ut-0/16"HS Glass wlth.090'SGlntedayer ANN"=ANNEALED ��\\0���•`�-r�N•:Y'/1(/,��� G7 7/16"Laminated: )Liles of 3116"ANN Glass with.090'SG Intedayer "HS"=HEAT STRENGTHENED ��•'4\CENSF'•.�� G7A 9/16°Laminated:(2)Liles of 1W ANN Glass with.090"SG Intedayer "T"=TEMPERED - Ge I V Laminated I.G.:31W TExterior Cap+3/8"Air S ace+7116"Laminaled;(2)Lites of 3/16°ANN Glass with.090"SG Intedayer "PVB"_.090"BUTACITE®PVB BY KURARAY AMERICA,INC. No.56705 GBA 1"Laminated I.G.:1/4°T Exlenor Cap+Sltfi"Air Space+7/16"Laminated;(2)utes at3ns"ANN Glass with.og0"sG Intedayor "SG"=.090"SENTRYGLAS®BY KURARAY AMERICA,INC. _ -•� JR OS/OS2016 19 ADDED SPACERS TO SHEET lS. '� STATE OF <JJZ Imwe ay. wm: ae„ea".: l0707ECHNOLOGYDRIVE GENERAL NOTES AND MAP O�•.- .� N.VENICE,F6 J4275 nw,aar wm: a.weor. ALUM.SGD LM IMPACT (341}480.16(Il1 SERIES 770 — h �P05 JR 10/10/f4 CER1:OFAURi7lL9T96 a.x SGD-770 NTis S 1 °'22 PGT0130 B P.t..56705 i CONFIGURATIONS NOTES: EXAMPLE CONFIGURATIONS 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL"Jw","Jc","Kw"OR"Kc"INSTALLATION. EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTH NOM-PANEL WIDTH c pXXXXp•pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 1-3 7 13 PER TABLES 1-3 73 CAN BE OXXXp. \r i 2)90"&135"CORNER CONFIGURATIONS CAN BE A COMBINATION 1 I I OF ANY 2 STRAIGHT CONFIGURATIONS. Gc Gc Jw Jc MAX.UNI ui T t3 / 1 1a I i&h MAX.UNIT 13 14 1 Ii i 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. HEIGHT 1a 1a i o HEIGHT 1a 7a °d PER TABLES 1 3 / I r PER TABLES 1 3 / / I�N L "X"=OPERABLE PANEL, a °a "O"=INOPERABLE PANEL, i u� I I "p"=POCKET TI POCKET I m (1 PccKer I v DETAIL LETTER -s�J WOOD OR METAL INSTALLATION 1-PANEL 2-PANEL l� "c"=CONCRETE INSTALLATION CONFIGURATIONS 1 13 CONFIGURATIONS t 13 L—SHEETNUMBER MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7" NOM.PANEL WIDTH ° ° NOM.PANEL WIDTH v A. w c Qv cc DLO HEIGHT=DOOR UNIT HEIGHT-10.125" PER TABLES 1-3 7 13 7 PER TABLES 1-3 13 z 1 72 13 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" 1 G 7 1 Jw Jc 72 13 t 19 i 14 14 MAX.UNIT 1 1 c 19 19 t 14 i o g o MAX.UNIT 3 19 12 73 t �� m HEI HEIGHT 19 79 1 °d t9 ¢a P.ERTABLES I3 / / � IY�� PER i��� TABLES 1-3 POcxEr is h 1 / / / / POCKET i4 .3-PANEL CONFIGURATIONS c w c 4-PANEL CONFIGURATIONS 7z t3 1w t3 w 73 1 13 12 13 MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH aw ac w Bc Cc NOM.PANEL WIDTH PRODUCT REVISED tz 13 12 t3 73 PER TABLES 3 1 13 as complying with the Florida PER TABLES 1-3 c Building code -t,r___11 NOA-No. 16.0629.06 Ge J G Jc I 1 1N 13 Exphatlon Date 0 211 7/2 0 2 0 t t 19 19 1 14 ¢ 1 7w 13 19 9 14 16 c o MAX1 SEE MAX.UNIT / cHEIGHT 0 NOTEMla - Product Control HEIGHT 1 13 t9 t9 / i�`m� PER e N z7ilis PER TABLES 1-3 I TABLES 1-3 79 SHEET. .11,l� .+: ,;`• POCKET 1 V c ; (. I � EICTERIOR 1w 13 • <.i) 5-PANEL CONFIGURATIONS w CORNER,TYP. c 1 13 12 13 7 1 1 13 (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) Pond DY °nb; R"Nai"na: �C"i ••�, •• - i:-J• :f:: x mm: R. 10701ECHNOLOGYORIVE EXAMPLE CONFIGURATIONS •.,-=tc�sl;:r.tiC:•.' N.VFNICE,FL 34275 Tso: •' ; SERIES 770 ALUM.SGD-LM IMPACT s>n_ s— _' n _ Rar. A. PLYNN MILLS CERT. ® SGa770 IVTS •2 "122 PGT0130 B RP.E. J}3 10/!O/f4 .E.':55705 i EXAMPLE CONFIGURATIONS ST MAX.TEEDD UNIT WIDTH= CONFIGURATIONS NOTES: 55 EST 96"HEIGHT i)ALL CONFIGURATIONS SHOWN AREALSO AVAILABLE AS 3 1146" 120"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 3 55- WIDTH Aw Ac w c cc LOCATIONS USING DETAIL"Jw","Je."Kw"OR"Kc"INSTALLATION. NOM.PANEL WID PER TABLES TH 1 t3 7 13 1 3 EXAMPLE:4-PANEL)O=IN POCKET(p)CONFIGURATION CAN BE pXXXXp,p)O=ORXXXXp.OXXX IN POCKET CONFIGURATION j CAN BE'O>=p. G 1 w Jc I 1 13 t 2)90°&135°CORNER CONFIGURATIONS CAN BEA COMBINATION MAX.UNIT 1w 13 1s t 19 1 oOF ANY 2 STRAIGHT CONFIGURATIONS. HEIGHT, 1 1s 1 19 s / ice¢" 96"OR 120" / ;Y 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. 'IX"=OPERABLE PANEL, PDcxer i � "O"=INOPERABLE PANEL, _s�f � "p"=POCKET 6-PANEL CONFIGURATIONS v c w Fc 13 1 13 12 13 F—DETAIL LETTER MAX.UNIT WIDTH W=WOOD OR METAL INSTALLATION W''c"=CONCRETE INSTALLATION NOM.PANEL WIDTH �w 3 w Sc tz 9` L—SHEET NUMBER PER TABLES 1-3 Gx c 1 1 Jw Jc i DLO WIDTH=NOM.PANEL WIDTH-7" 1 t3 1s 1s s 1s 1 1s 1a 1 i DLO HEIGHT=DOOR UNIT HEIGHT-10.125" ILL 1w 13 19 19 1 B 79 19 19 14 1 q+ri PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" MAX.'UNIT HEIGHT 1w 13 9 19 1s 19 / I? z PER TABLES 1-3 � � � � � � / �ley- a POCKET 1 co 7-PANEL CONFIGURATIONS w w Ec w Fc 1 13 1 3 1 13 MAX.UNIT WIDTH NOM.PANEL WIDTH Aw Ac w ec Ow PRODUCT REVISED PER TABLES 1-3 1 13 1 13 12 13 as complying with tho Flarida Building Code -J'�.)---- NOA-No. 16-0629.06 111�2 1"3 9 19 t 1 19 t 18 6-11 JIExpiration Date 02J'17/2020 18 19 19 19 irMAX.UNIT HEIGHT 1s s 1s lie¢ PER TABLES 1-3 POCKET , m 8-PANEL CONFIGURATIONS c w ���.�•i7p$ 1 13 12 13 12 36'• '•-�" Rerc09y. Deb. F,.IIBna: puav(p'p° ,V,�i����""'��,(/ ;•�f�• f070 TECHNDLOGYDRIVEDUT EXAMPLE CONFIGURATIONS - ;•=`.����:i�!�. N.VENICE FL •b'•::�`:' 34276 1Rs - ''•�'f::�"�:.,`(;.• (941)4904600 SERIES 770 ALUM.SGD-LM IMPACT D9FT of mm: aron�e.gym: is s+.e w,w- p•r A.LYNN MILLER P.E.JR i0/10/14 CERT.CFAU7H.d24296 SGD-770 l TS 3 ^r 22 PGTO130 B REM 56705 . GLAZING DETAILS (G3, G3A, G4, G4A, G5&G5A)_ 7/16"NOM. 7116"NOM. V NOM, 3116"HS GLASS 3/16"HS GLASS 3/16"HS GLASS .090"PVB .090"PVB .090"SG 3116"HS GLASS 3116"HS GLASS 74 3/16"HS GLASS 74 3/8"AIR SPACE 74 3/16"T GLASS 82 82 83 EXTERIOR k _ EXTERIOR 3 4'NO 124-127 314"NOM. BITE, BITE- GLASS BITE EXTERIOR 80 -1 a 79 54 5b 7/16"LAMINATED GLASS,TYPE G3 7116"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5 9/16"NOM. 9116"NOM. 1"NOM. 3116"HS GLASS 1/4"HS GLASS 1/4"HS GLASS 090"PVB .090"PVB .090"SG 3/16"HS GLASS 1/4'HS GLASS 74 1/4"HS GLASS 74 5/16"AIR SPACE 74 1/4"T GLASS 82 82 83 314"NOM. 3/4"NOM. GLASS GLASS 1e4-127 EXTERIOR EXTERIOR 3/4"NOM. GLASS a BITE a BITE BITE PRODUCT REVISED EKTERIOR a5 complying with the Florida 81 81 - Building Code 79 NOA-No. '16-0629.06 54 54 55 Expiration Date021'17/2020 2am,- a Product Contro 9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A i GLAZING NOTES: "ANN"=ANNEALED "HS"=HEAT STRENGTHENED ido,58705 "T"=TEMPERED "PVB"=.090"BUTACITE PVEPBY KURARAYAMERICA,INC. "SG"_.090"SENTRYGLA9'bY KURARAY AMERICA,INC. �' g-(b !2; xowear. D"m: a"w ov"pr"x _ii;,E::r JR os9srzols BADDWSPACSRS. ------- DGYDRNEpff. GLAZING DETAILS (9 VENICHO04 FL 34275 ls4r}aeo-rsas SERIES 770 ALUM.SGD-LM IMPACT Orsnn Bp Deb: OedmED.Da1F A.LY.E#5805 P.E. JR 10/10/14 CERT.OFAU7H.929295 SGD-770 NTS 4 a 22 PGTO130 nB P.E$58705 a l , GLAZING DETAILS (G6, G6A, G7, G7A, G8 &G8A) 1"NOM. 7/16"NOM. 1"NOM. 3/16"HS GLASS 3116"ANN GLASS 3/16'ANN GLASS .090"SG .090"SG 3/16"HS GLASS .090"SG 3M6"ANN GLASS 3/8"AIR SPACE 74 3116'ANN GLASS 74 3/8"AIR SPACE 74 3/16"T GLASS 82 3/16"T GLASS 83LA 83 314"NOM. EXTERIOR 3/4"NOM. V!'NOM. 124.127 GLASS G] GLASS 124-127 GLASS BITE SITE EXTERIOR BITE EXTERIOR a a79 so 79 55 54 55 1"LAMINATED I-G.GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8 - 1"NOM. 9/16"NOM. 1"NOM. 3116"HS GLASS 3/16"ANN GLASS .090"SG 1/4"ANN GLASS .090"SG 3116"HS GLASS , .090"SG 3/16"ANN GLASS 5/16"AIR SPACE 74 1/4"ANN GLASS 74 5116"AIR SPACE r314'�NOM. 1/4"T GLASS 1/4"T GLASS 82 83 83 3/4"NOM. 12q 127 3/4"NOM. EXTERIOR GLASS GLASS a 124-127 BITE BITE PRODUCT REVISED EXTERIOR 11 r as complying with the Florida a 79 EXTERIOR Building code 81 a 79 NOA-No. 16.0629.06 51 Expiration Date 02l17/2020 55 BY dllamtr D�'3e Product Control - 1"LAMINATED I.G.GLASS,TYPE 136A 9/16"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G. GLASS,TYPE G8A {f1 GLAZING NOTES: ,'`�;'1;;.`•-:.°xaj� �i; "ANN"=ANNEALED -E ,^c •;; "HS"=HEAT STRENGTHENED r "? i5. "T"=TEMPERED _ •!`•537!�5 •" ; "PVB"=.090"BUTACITE PVEP6Y KURARAYAMERICA,INC. "SG"=.090"SENTRYGLASNYKURARAYAMERICA,INC. TA Ra1s08y. Oalo: RoKtiwsCt' Sri•• 1`-:: JR 05/05/2016 B ADDED SPACERS. •- '• �sr• uer": R"Mffinq f0707Ec..a wDR— GLAZING DETAILS �;'•"r-n'_''�"'•'-,r'y SERIES 770 ALUM.SGD-LM IMPACT `" -' rn""„sr Dorm rn.u"a mw sw.awroe k srwe m»aoxa A LYNN MILLER.P.E. JR 10/1D/14 GERT•OFAUM#29296 SG6770 NTS 5 'a 22 PGT0130 B P.E.#58705 TABLE 1: TABLE 1A: Design Pressure(OP)and Anchor Quantities Required,(forall approved Maximum DP for all sizes:+60/-60 Sift Height to Max.(+)DP configurations on Sheets 2&3) (May be limited by Table IA) (Water Infiltration Rating) For comer astragal anchorage on 90°or 135°comer units,see sheet 11 Sill Riser Height Door Unit Height (Flat or Box,see (+)Design Table applies to Glass 89, &}" 90° 96" Sheet 17) Pressure,psf Types 3,the 5,le 17,Astragal l 69-7/B"DLO 73-718"D O 79-7/8"OLD 85-718'DLO Flush-1-1/7' see note 3 &8A and the Stile/Astragal Anchor Group Anchor Gmup Anchor Group Anchor Group Low-2-1/2' +46,67 types shown below. 1 2 3 4 1 1 2 3 1 4 1 2 3 4 1 1 2 3 4 Medium-3-1/4" +60.0 17'. Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 High.4' +80.0 24 DLO Jamb 8 B 8 8 8 8 8 8 8 8 8 8 8 8 8 8 SEE NOTES 1-3 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 0 30" DLO Jamb 8 8 8 8 8 8 6 8 8 8 8 8 8 8 B 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 29" Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 a- 36 DLO Jamb 8 8 8 8 8 8 8 8 8 8 a 8 8 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 T+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 II E 35„ Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 M7+8 C4+1 C4+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 F- OH LENGTH F-+-- Z 42 DLO Jamb 8 .8 8 8 8 8 8 8 8 8 8 8 8 8 8 P hook 6+7 6+7 6+7 e+7 7+6 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8. KI Head/Sill C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 = 00 OH RATIO>_1 DLO Jamb B 8 B 8 8 8 8 6 8 8 8 8 8 8 8 p P-hook 6+7 .6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 1 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. L NOTES: OH RATIO=OH LENGTH 1)POSITIVE PRESSURES 1N TABLE 1 ARE BASED ON THE USE OF THE 3-1/4"SILL. OH HEIGHT 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4°SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED),SEE DLO WIDTH= TABLE IA. NOM.PANEL WIDTH-7" - 3)4",3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2°SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT= BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125" ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4)SEE SHEETS 10-14 FORANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED, DOOR UNIT HEIGHT-1.866" 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. PRODUCT REVISED as complying with the Florida Building Code Straight Astragal Lockstile @ 90°Astragal Lockstile @ 135°Astragal Lockstlle @ NOA-No, 16-0629.06 Interlock P-hook Lockstlle@Jamb Assembly Straight Astra al Assembly 90'Atra al Assembly 135°Asragal Expiration Date 02/17/2020 Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile By _ standard Astragal Inside Miam-� Product cantror Outside Comer Outside Corner Corner Inside :� C,es : !iE=M Corner Outside _ Inside Corner Comer Part461(Stile) Part#51(stile) Part#60(Stile) Part#119(OuL) - "'SU?05 ••��= rPar, 61(x2) Part#60 Part#60 Part 967(Astragal) Part#60 Part#118(Corner Part#120(In.) Parts#31&#32 Part#61 - Receiver) (Corn.&Fxd Mount) , rt„my: o.m R.r bic o-e•,�.0 ',`ti'• :Y:,"iE ne j p,�gr pyp; Rem,; f0707ECNNOLOGYDWVE DPAND ANCHORAGE ��• .+%�-.••';.��", N VENfCE,FL 3427E Tee '�,•....•'� .;-' SERIES 770ALUM.SGD-LMlMPACT ' nwmep E-111 RM,M,: (64!}480.4600 se.,rR.r. A.LYNN MILLER,P.E. e' cEm oFAurR in626s SG6770 NTS 6 d 22 PG70130 BJR 14 P.E.#58705 TABLE 2: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sizes:+60/-60 For corner astragal anchorage on 90'or 135'comer units,see sheet 11 (May be limited by Table 2A) Table applies to Glass Types Door Unit Height 4,4A,6,6A,7,7A, 8&BA 50" 84" 90" 96 I OT 108" 114" 1 120" and the Stile/Astragal types 69-718"DLO 73-7/8'DLO 79-718"OLO 85-718'DLO 91-718"DLO 97-7/8'DLO 103-718"DLO 109.718'DLO shown 6etmg Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Grou I Anchor Group 1 2 3 4 1 1 2 1 3 1 4 1 1 Z 1 3 1 4 1 2 3 4 1 2 3 4 1 2 3 1 4 1 2 3 4 1 2 1 3 1 4 17" HeadlSlll C4+1 C4+1 C4+1 C4+1 C4+1 03+1 C4+1 C4+1 C4+1 04+1 04+1 C4+1 GI+1 c4+1 G1+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 5W1 C4+1 C4+1 C4+ C4+1 G4+1 C4+1 C4+1 C4+1 24' DLO Jamb 8 8 a a 8 8 6 B B 8 6 8 B 8 8 8 10 10 10 10 10 t0 10 10 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7*B T+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+to 9+10 9+10 9+io 9+10 23, Head/Sill C4+1 04+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1I C4+1 C4+1 C4+i C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+i C4+1 30" DLO Jamb 8 B 8 8 6 8 8 88 8 8 8 8 8 8 10 10 10 10 10 10 10 10 t0 10 10 10 10 10 10 10 P•hock 6+7 8+7 6+7 8+7 7+8 7+8 7+8 7+87+8 7+8 7+8 7+8 7+8 7+e 7+8 8+9 8+8 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+t0 9+10 9+70 9+10 9+10 9+10 9+10 Head/S18 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1G4+1 C4+1 C4+1 CA+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 G5+1 C4+1 C4+1 GS+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 ,= 35' DLO `kmb 8 B 8 8 8 8 8 88 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+87+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 B+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 35" Head/5111 C4+1 G+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+jC4+2C4-2' C4+ C4+1 C4+1 C4+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 C5+1 C5+1 ri 42 DLO Jamb 8 8 8 8 8 8 8 B8 8 a 8 8 8 B 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 8+7 6+7 7+8 7+8 7+8 7+87+g 7+8 7+8 1+8 7+8 7+6 7+8 8+9 8+9 8+9 0+9 8+9 8+9 9+10 9+10 9+i0 9+10 9r70 9+10 9+10 9+10 HeadlSlll C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 G4+2 C5+2 C5+2 CS+2 C5+2 C5+2 CS+2 C5+2 Z 48' DLO Jamb 8 8 8 8 8 8 8 8 8 8 B 8 8 8 8 a 10 10 10 10 10 10 10 10 10 10 10 to 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 HeadlSlll C4+2 04+2 C4+2 G4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 54' DLO Jamb a B 6 e B 8 B B 8 a 8 8 8 B 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Not available in these sizes .63" Head/SPI LA+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 -+ 65+2 60° DLO Jamb B 8 6 a e 8 8 a 8 e 5 6 6 8 8 6 p-hook 1 6+7 6+7 6+7 6+7 1 7+8 7+8 T+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+ 7+8 NOTES: O= EXAMPLE ON SHEET 9 1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4"SILL. DLO WIDTH= NOM.PANEL WIDTH-7" 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL, TABLE 2A: POSITIVE WATER OP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF.MAX Sill Heightto Max.(+)DP OH LENGTH �-- DLO HEIGHT= (NEGATIVE PRES.UNCHANGED).SEE TABLE 2A_ (Waterin5ltration Rating) DOOR UNIT HEIGHT-10.125" 3)4",3-1/4'AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL I$NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED,MAX. Sill Riser Height (+)Design C7 (Flat or Box,see w 0 PANEL HEIGHT= POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Pressure,PSI = o OH RATIO?i AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS Sheet i7) o o DOOR UNIT HEIGHT-1.866" NOT RATED FOR WATER INFILTRATION. Flush-1-1/2' sea note 3 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Low-2-1/2" +46.67 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Ivtedium-3-1/4" +60.0 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE H19h 4° +60.0 OH LENGTH INSTALLED. SEE NOTES 1-3 OH RATIO=OH HEIGHT PRODUCT REVISED as complying with the Florida Building Code THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FORASSEMBLY DETAILS. NOA-No. 16.0629.06 Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @ Expiration Date 02/17/2020 135'A Interlock P-hook Lockstile @Jamb Assembly Straight Astragal Assembly 90"Astragal Assembly stragal p l Heavy-duty Stiles Heavy-duty Stile Heavy-duty5tile Heavy-duty5tile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dutyStlle BY Inside Miami- at roduct Control Standard Astragal Outside comer, Outside Comer Corner :ss0. LlInsideide Come, Comer Outside Corner ;a;;-•,•,�;c Part#61(Stile) Part#61(Stile) Part#119(Out.) Part#61(Stile) r^ � Part#61(x2) Part Part#61 Part#61 Part#118(Corner Parts#31&#32 Part#61 Part J167(Astragal) Part#120 Receiver) (corn.&Fxd Mount) 6 . 8C RMnMe: 10707ECHNOLOGYOR/VE DP AND ANCHORAGE ,,;;•�'.,,; �='' N.VENICE,FL 34275 Fca (941PS04600 SERIES 770 ALUM,SGD-LM IMPACT A.LYNN MILLER,P.E. CET.OFAU7H.#1BZB5 NTST °2 PGT030 B Jft RE 958705 1 f t i s TABLE 3: TABLE 3A: Design Pressure(DP)and Anchor Quantities Requirad,(for all approved configurations on Sheets 2&3) Maximum DP shown below Sill Height to Max.(+)DP For comer astragal anchorage on 901 or 135'comer units,see sheet 11 (May be limited by Table 3A) (Water Infiltration Rating) Door Unit Height SIII Riser Height Table applies to Glass Types 4,4A, 80' 84" 90" 96" 102" 108, (Flat or Box,as (+)Design 6,GA.7,7A, 8&EA and the Stile/ 69-7/8"DLO 73.7/8'DLO 79-7/8"DLO .65-fid-DLO 41[18"DLO 97-718"DLO Sheet 17) Pressure,psf Astragal types shown below. Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Flush-1-1/2" see note 1 2 31 4 1 1 2 1 3 1 d 1 i 1 2 1. 3 1 4 1 2 13 4 i 2 3 4 1 1 2 1 3 1 4 Low-2-1/2' +40.67 Design Pressure +/-90.0 sf - +/.82,5 pat +f-75.0 ps 17" Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+7 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 04+1 C4+1 04+1 C4+1 04+1 04+1 C4+1 Medium-3-114" +60.0 24. DLO Jamb 6 8 8 8 e 8 8 8 e 8 8 8 8 8 8 a 10 10 10 10 10 10 1+ 10 High-4" +20.0 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+5 7+8 8+9 8+9 8+9 8+9 8+9 8+9 6+9 8+9 SEE NOTES 1-3 Design Pressure +/�O.O Psf +/-82.5 psf +/-75.0 psf 30" 23 Heed/SID C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C,1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+4�.4+1 C4+1 C4+1 Cd+1 C4+1 C4+1 C4+1 C4+1 C4+1 - z DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 80110 10 10 10 t010P-hook 6+7 6+7 6+7 6+7 7+B 7+11 7+6 7+8 7+8 7+8 7+8 7+8 7+e 7+8 7+8 8+9 1 8+9 8+9 8+9 8+9 1 8+9 8+9 8+9 Design Pressure +/--90.0 psf +/-82.5 psf +/-75,0 psf , 36^ �" HeadlSfil C4+1 C4+t C4+2 C4+2 C4+1 C4+1 C4+2 C4+2 C4+1 C4+1 C5+2 C5+2 C4+1 C4+1 C5+2 C6+2 C4+1 C4+1 C5+1 C5+1 C4+7 C4+1 C5+1 C5+1 a- DLO Jamb 8 8 8 8 8 $ 8 8 8 8 8 8 8 8 10 8 10 70 10 10 10 10 10 10 B P-hook 6+7 6+7 6+7 6+7 7+9 7+e 7+e 7+6 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 6+9 8+9 I o Design Pressure +/40.0Psf +/-82.5 psf +1.75.0 psf - OH LENGTH I-�-• Z 35" HeadlSlll C4+2 C4+2 C4+2 G4+2 C4+2 04+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C8+2 C5+2 C8+2 C5+2 05+2 C5+2 C5+2 C5+2 C5+2 05+2 C5+2 F 42 DLO Jamb 8 6 8 8 6 8 8 8 8 8 10 8 8 8 10 8 10 10 10 10 10 10 10 10 P-hook 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 B+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 Design Pressure +/--90.0 psf See Note A below +1.82.5 psi +1-76.0 psi' T o OH RATIO?1 48" 41" Head/Sill C4+2 C4+2 C5+2 C5+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 05+2 C5+2 C5+2 C6+2 C6+2 C5+2 C6t2 C6+2 C6+2 C5+2 C5+2 Cfi+2 CG+2 p DLO Jamb 8 SIB 8 8 8 _i0 8 BIB 10 8 a 8 10 8, 10 10 10 10 10 10 10 10 . h o ok 6+7 7+8 1 7+8 7+8 1 7+8 1 8+9 1 8+9 1 8+9 1 8+9 1 8+9 1 8+9 8+9 6+9 9+10 9+10 9+10 8+9 9+10 9+10 1 9+10 8+9 9+10 9+10 9+10 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTE A:490.0 PSF FOR GLASS TYPES 4,4A,6,6A,7A, 8&8A; +/-87.1 FOR GLASSTYPE 7 NOTES: OH LENGTH 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. DLO WIDTH= OH RATIO=OH HEIGHT 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER NOM.PANEL WIDTH-7" DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE 3A. DLO HEIGHT= 3)4",3-1/4"AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/0 SILL IS NOT AND DOOR UNIT HEIGHT-10.125' MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866" 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. PRODUCT REVISED as complying with the Florida THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. eatlding code Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135"Astragal Lockstile @ NOA-No, 16.0629.06 Interlock P-hook Lockstile@lamb Assembly Straight Astragal Assembly 90"Astragal Assembly 139"Astragal Fxplratloaoate02/17/2020 Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-dutySUle Heavy-duty Stile Heavy-dutyStlle Heavy-duty Stile Heavy-duty Stile Heavy-dutyStlle BY Heavy-duty Astragal Outside Comer, Outside Inside Miami-Da roduct cantro Corner Corner Inside _l .i\ !•i.�.�i� ���--'I1 -f+ Corner Outside 96=w"- Inside Comer'I I Corner ;. Partif61(Stria) Part#61(Stile) Part#119(out,) Part 961(Stile) _ '•':;.5?�"i5 Part 461(x2) Part4461 Part#61 part#68(Astragal) Part#61 Part#118(Corner part#120(In.) Parts#31&#32 Part#61 /• _ Receiver) (Corn.&Fxd Mount) RawG DY• 1Lb: Rntbn.• p,yb,yx • ! I" CJ• 10707ECNNOLOGYORIVE DPANDANCHORAGE �•� '`-��`�`-' "' RgaOey. Qtb: ReWlO.tn '�•'•r :'� N.VFI•!lCE,FL 34276 res •,., .• .`• R~�or o m: (s4f}r6o-r5oo SERIES 770 ALUM SGD—LM IMPACT `• or"xnay:am: a.nnd ✓bro: 0 mn..nw _N TSsx»e w.xaRa Rr A.LYNN MILLER,P.E. CERT.OFA(IIN,A79296 SGIn0 P.E.168705 JR fO/f0/14 " u Y , � NO FRAME 7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER SEE JAMB (7)P-HOOK ANCHORS, MAX.UNIT WIDTH DETAILS,SHEET 10 REQUIRED SEE"CS"CLUSTER SEE"CS"CLUSTER DETAILS, SPLICE @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR FOR ASTRAGAL NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 REQUIRES"C6" SHEET 10 FOR INTERLOCK 24"MAX.O.C. POCKETS INTERLOCK CLUSTER,SEE THIS AND 60"NOM. 1 SHEET SEE POCKET DETAILS,SHEET 11 x _I (8)P-HOOK r---___-_ xPANEL WIDTH x JAMB MOUNTING I x x x x x x f z x x x x xxxx x x 6"MAX. INSTALLATION, ADAPTER I s^MAX. �o) T x x x x xxx xx x z x x x x� THIS SHEET ANCHORS MIDWAY j l 13"MAX. ' o ,.,. &SHEEP 14 gE7WEEN P-HOOK 4 PAIRS OF I � `• ANCHORS&AT 3" i I® I O I x=FRAME x ANCHORS I ;n FROM TOP& j ®i I gNCHORS 96" (TOTAL 8 c '.;;' ': BOTTOM o 14" i,"j 1 0 UNIT 21'MAX. ANCHORS) I:,h'�¢ MAx.O.C.4.051" MAX.TO OPENING ' I 14=MAX.O.C. n®=P-HOOK HEIGHT ocPER JAMB EDGE OF POCKET SEE I $ I o O ANCHORS x (SEE JAMB INSTALLATION l o` ®I I z DETAIL) DETAILS'J&&'Kc', i>-� o RIo=P-HOOK BELOW END PANEL SHEET 14&PART a ®� MOUNTING 24"MAX ANCHORAGE DETAILS'J"&'K', I y L� 1.1 3"MAX ADAPTER x x (2 ANCHORS) SHEET 19 FOR 12 I ANCHORS O.C. P-HOOK L--___'6"MAX lo} K x +2 ANCHORS x x x - 'A x x x xxx x' '�~ END PANEL ANCHORAGE END PANEL x' x. x x x x x x x x x . x' � 6-MAX ANCHORAGE(SEE ANCHORAGE �'� x' xxx x x' SKETCH BELOW) (SEE SKETCH BELOW) �„ _+„ —x I „ "+2" � "+2" CENTERLINE 3"MA)X.,7rn. +2^ 2 2 ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04" 24„MAX EXAMPLE:5-PANEL 2.TRACK,90"OUTSIDE CORNER-DXX/XXO-EXT.MOUNT POCKET ANCHORAGE PLAN: O•C. 60"x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCREf E SUBSTRATE(SEE TABLE 2,SHEE77) 6" SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL 1 ANCHORS MAY BE ADDED 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 AS NEEDED TO ALIGN THE 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS 6-8: EXTERIOR HEAD OR SILL IF A SPLICE 60" CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM. 21" p OCCURS AT THE P-HOOK. NOM. o INTERLOCK APPROPRIATE TABLES,SHEETS MAT EACH INTERLOCK AND STRAIGHT AND CORNER MAX PANEL SEE"C5"CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE D.C. WIDTH DETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.MAXIMUM. FOR INTERLOCK ANCHORS AT THE MIDPOINT'OF END PANELS ARE ONLY pe 6."' "+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT " " 5"MAX.-. PRODUCT REVISED 3.5" REQUIRED AS PERTHE FIGUREATRIGHT: ENovxa as complylng with the Florida CENTERLINE JAMBS&P-HOOKS:6"MAX FROM BOTTOM,21"MAX.ANCHOR PAIR O.C,(JAMBS),14"MAX.ANCHOR Bullding Codo OF PANEL 2 D.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE FRAME A NOA-No, 16-0629.06 P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB Expiration Date 02/17/2020 °+2"ANCHORAGE ANCHOR PAIR - REQUIRES SEE"CS"CLUSTER END PANEL CENTERLINE CENTERLINE By "C6"CLUSTER,SEE �- DETAILS,SHEET 10 ANCHORAGE Miami-Dar roduct Control DETAILS,SHEET 11 I INTERLOCK FOR ASTRAGALASTRAGAL (2 ANCHORS) g° L k I N", N k IA k i• 4.051" I 3.5" 1 MAX. t•,t:;ll+:+;ir. CENTERLINE CENTERLINE CENTERLINE EXTERIOR �.- "+2"ANCHORAGE �-- "+2"ANCHORAGE OF PANEL 3 OF PANEL 4 OF PANEL 5 1 O Lrj 7 SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS - xaxasr R",,,,w d 22 PGT0130 fom7EcxNDLDGrDRIVEOff ANCHORAGE SPACING&EXAMPLEPLAIJSN.VENICE,FLV.. rice - '.•,;�. •- (saf}4so-tssa SERIES 770ALUM.SGD-LMIMPACT o.�a• u.�wu.�`: sm.,ama cdc am.„e o,.w,vxv wr A.LYNN MILLER.P.E JR 10/I0/14 CERT.OFAVfk Jl272B5 SGD-770 !JT$ 9 B P.E-456705 ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG. 2 04" INTERLOCK--t_IF NEEDED INTERLOCK�I CONDITION,USE INTERLOCK IF NEEDED 2.04" AY CENTERLINE I CENTERLINE "C6'CLUSTER DETAIL) CENTERLINE I *3.5 1.75" EXTERIOR 6"DIAG. 7" 7„ 3.5" 1.7 ' 221" 4"DIAG. MAX•_ O.C. EXTTRIOR4" 2.04" 2.04" 21„I1� 5.64" MAX•—_3.5' EXTERIOR 4"DIAG. 7" EXTERIOR 7„ 7"3 5"I O.C. 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL 6"MAX 5.84" CcD ASTRAGAL OR INTERLOCK (cb ASTRAGAL OR INTERLOCK 6a1'ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 2-TRACK ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"CS") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR FRAMEJAMB 6"MAX. 4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG. FRAME JAMB INTERLOCK__- [F NEEDED INTERLOCK- CONDITION,USE INTERLOCK IF NEEDED 204" EXTERIOR ANCHOR PAIR CENTERLINE I CENTERLINE I "C6'CLUSTER DETAIL) CENTERLINE 3 5„ 7" ANCHORS MAY BE INSTALLED 21" EITHER IN THE EXT.OR INT. u 2.04" 4"DIAG. MAX. TRACK(INT.SHOWN) O.C. 4.08" 4.08„ 2.04" 1.5.64" NOTES: EXTERIOR 7" EXTERIOR 7,, 4"DIAG. EXTERIOR 3.5" A ALL DIMENSIONS SHOWN nn nn 3.5" ARE BASED ON MIN. V V 3-TRACK FRAME HEAD/SILL � 3-TRACK FRAME HEADISILL 6" ALLOWED. 3-TRACK FRAME HEADISILL 2.FOR HEAD OR SILL SPLICE 5 ASTRAGAL OR INTERLOCK (ca ASTRAGAL OR INTERLOCK (5 ASTRAGAL OR INTERLOCK LOCATIONSIANCHORAGE AT (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMS ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"05'1 ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR P-HOOK SEE SHEET 9. ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR II ASTRAGAL OR (FOR SPLICE FOR SPLICED INTERLOCKIF NEEDED INTERLOCK (FOR SPLICE INTERLOCK•I CONDITION,DO NOT CONDITIONS ONLY: CONDITION,USE USE THIS DETAIL) SPLICE LOCATION " CENTERLINE I CENTERLINE I CENTERLINE C6"CLUSTER DETAIL) IF NEEDED •--"-� 1.75" g b" 3,5" PRODUCT REVISED 3 5' 3.5" 7" Building lCodeW the F[arida NOA-No, 16-0629.06 2.04" 4"DIAG. 2.04" 4'DIAG.1 2.04° Expiration Date 02/17/2020 BY 2.04" 5.37"DIAG. 4'DIAG. Mam]-Dra roduct Control 4.08" 4"DIAG. I 2.04" EXTERIOR CXTERIOR 7" EXTERIOR 7" 3.5" 3.5" ',.`•.; 4-TRACK FRAME HEAD/SILL 10, 4-TRACK FRAME HEAD/SELL ID 4-TRACK FRAME HEADISILL ASTRAGAL OR INTERLOCK (a?ASTRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCKt'"" (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6") = ANCHORS ARE REQUIRED,"CV) ANCHORS ARE REQUIRED,"C5') WITH&WITHOUT SPLICE CONDITION reveeer. oas w.aw,c m�tx :...Or :'I , ltaysnl ems: ReviLu� 10707ECHNOLOGYDRIVE ANCHORAGE,EXAMPLE CLUSTERS <•�'' '.r'' ' N. R 3QZ75 VENICE, TN": �11-&104 SERIES 770 ALUM.SGD-LM IMPACT(9JiJ-0B0.f600 "um" A.LYNN MILLER,P.E. rnvw"ey: �' e'pb' ' ® SGO.770 NTS 10 d 22 PG'f0130 B P,E!l 58705JR 2.04" 2.04"' INTERIOR 2.04" INTERIOR 2.04" NOTES: INTERIOR INTERIOR 7„ 1.ALL DIMENSIONS SHOWN ?4�DIAG. ?4�DIAG. 8.94" ARE BASED ON MINIMUM 6.12" 6.12" 3.5" 3.6" ALLOWED.INTERIOR INTERIOR 7 INTERIO INTERIOR 2.DETAILS DEPICT ANCHOR . 90° ° 3." 90° 3. 1 1 QUANTITY•ANDSPACING, _ EXTERIOR AND WOULD BE IDENTICAL EXTERIOR EXTERIOR 4"DIAG. 4"DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. EXTERIOR 3.51, 4" 3.5" 4„ 3.5" 35" 4" "+1"ANCHOR 2.04" EXTERIOR 2.04. 7 2.04" EXTERIOR 4" 2.04" 7„ EXTERIOR 8.94" - 90"CORNER 90°CORNER 135°CORNER 135°CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER - I_ OF PANEL ANCHORS ARE REQUIRED,"� 4")ANCHORS ARE REQUIRED,"C6^) ANCHORS ARE REQUIRED,"C ANCHORS ARE REQUIRED,"C6") f`�OF PANEL 4.08" "+2"ANCHOR INTERIOR EXTERIOR INTERIOR 4.08" ."I"ANCHOR 4" 7.41" 2.04" 4"DIAG. INTERIOR 3.5 INTERIOR 3.5" I 90, T' 135° CENTERLINE 3 EXTERIOR 3.5" OF PANEL "+3"ANCHOR 4.08" 4.08" 7" 5.37"D AG. 5.37" G. CENTERLINE 2 04" 3.5" 4" 3.5"' OF PANEL 4"DIAG. EXTERIOR EXTERIOR 7" 4" INTERIOR ON - °+2^ANCHOR 3,$° 7, EXTERIOR ALL 90"CORNER 135°CORNER VIEWS 7„ 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL IG CENTERLINE C'X ANCHOR CLUSTER REQUIRED (C6"ANCHOR CLUSTER REQUIRED L OF PANEL AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT INTERIOR 6.12' INTERIOR 2.04" 2.04" 6.12" 3.5" EXTERIOR - CENTERLINE 4^ INTER 5.88 OFPANEL PRODUCT REVISED INTERIOR as complying with the Florida 90°I 4" 3.5" 135° "+3"ANCHOR Building code 7^ 2.04" NOA-No. 16-0629.06 DIAG. Expiration Oat.02/17/2020 6.12" 4"D AG. 6,12" C' 3'S" 4.08" /11 By DIAG T' EXTERIOR Nimm-D c roduct Control ' t�•y i;i il:i lTii 2.04. 3.5" 4" 4"DIAG. 3.5" 3.5" :'.'•`_,°,I,._., ; 7., EXTERIOR 4" I CENTERLINE EXTERIOR 2.04" y i�,,..•.,.c .•c� ;� 90°CORNER 135°CORNER �OFPANEL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 5::70ti (" 'ANCHOR CLUSTER REQUIRED ("C8'ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT - - AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) ANCHORAGE,EXAMPLE CLUSTERS rs"rreer. oem: fwHJam.. 701EGHNOLOGYORIVE ::�,Y.•;•C �07 VENICE,F134275 me .,•. ' I T•`;- fl��: tea• ��>ro,o: SERIES 770 ALUM.SGD-LM IMPACT f}7ao- dA.LYNN MILLER,P.E. JR 10(10/14 ERT.OFALTH.A29296 SGD-770 NT$ 11 PGTOi30 B P.E.#58705 INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE: . EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 2-1/16"" 2-1116"' 2-1/16"" NOTES: EXTERIOR "SEE 1/4' 1/4" 1/4" 1.ALL DIMENSIONS aMAX, MAX, MAX. SHOWN ARE BASED _ SHIM EXTERIOR SHIM EXTERIOR r SHIM ON MIN.ALLOWED. 2.METAL OR WOOD EMBEDMENT: TI irlSUBSTRATES MAYBE SEE TABLE A, USED FORALL FRAME SHEET 1 TYPES PER TABLE A, 2XWOODORTYP., 2X WOOD WOOD ANCHORTYP., METALTYP., SMS ANCHOR TYP„ SHEET1. TYP.,SEE ANCHORR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEEANCHOR SEE ANCHOR NOTES NOTE 3,SHEET I &TABLE A,SHEET I NOTE 3,SHEET I &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1 IS da 2 TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD 'DIAGONAL D.C.Aw WOOD INSTALLATION Rw WOOD INSTALLATION GW METAL INSTALLATION MIN 4"(HEAD&SILL) OR 6"(JAMB)SEE WOOD ANCHORTYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11. SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEEANCHOR SEE ANCHOR NOTES SEEANCHOR &TABLE A,SHEET 1 NOTE 3,SHEET I SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET I SEEANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND NOTE 5,SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE 1(1/4"MAX.) SHEET 1� 1 SHEET 1� - _e..e-,•: ., .• (1/4"MAX) _ ;a::, 1 (1/4'MAX.) EXTERIOR I EXTERIOR "SHEET EXTERIOR EMBEDMENT:SEE 2-i/16"' 2-111a2-1/i 6"' TABLE A,SHEET 1 EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEMBEDMENT:SEE TABLE A,SHEET 1 EMB : , 1 2-TRACK FRAME SILL ®3-TRACK FRAME SILL ®4-TRACK FRAME SILL WOOD INSTALLATION Ev WOOD'INSTALLATION Fw METAL INSTALLATION EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 -'I EDGE DISTANCE: SEE TABLE A, EMBEDMENT:SEE METAL TYP., SHEET 1 PRODUCT REVISED I EDGE DISTANCE: SEEANCHOR as complying with the Florida TABLE A,SHEET 1 NOTE 4,SHEET 1 13uilding code EDGE DISTANCE: SEE TABLE A, NOA-No. 16-0629.06 2X WOOD TYP.,SEE ANCHOR SEE TABLE A. 2-X WOOD TYP„SEE ANCHOR SHEET 1 Exp rat on Uato 02/17/2020 NOTE 3,SHEET 1 SHEET I NOTE 3,SHEET 1 2-1/16"" SMS ANCHOR TYP., ay 2-1/16"' SEE ANCHOR NOTES Miami- d roduct con ro WOOD ANCHOR TYP., 2-1/16"' &TABLE A,SHEET 1 SEE ANCHOR NOTES WOOD ANCHOR TYP., MIN.OF 3 &TABLE A,SHEET I O SEEANCHORNOTES THREADS `��'. " I &TABLE A,SHEET I EXTERIOR BEYOND THE ayU.,��C !.N1;/��i,� EXTERIOR I EXTERIOR �1., METAL �t�,.•vOENs� '•.`P 1/4"MAX,SHIM SUBSTRATE I. 1/4"MAX.SHIM 114"MAX.SHIM I-"- {t: No,50705 eGw2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB WOOD INSTALLATION Hw WOOD INSTALLATION Iw METAL INSTALLATION = cry( Rowe r. enro: Rew�a7r �J��', 6 TAB' F �+L� R Br. D"b: Rerv/ws f070TECNNOLOOY0RNE ANCHORAGE DETAILS fico,<ioF:••' ` N.VENlCE FL34275 me +. RwNBy. nwo: ReHelmrs: /safyaeo-tsaa SERIES 770 ALUM SGD-LM IMPACT %rs Sfpl RYPl' '"°� ^'" R0YA.L%4'NIVI Ld P.E CERT,OFAOiN.#2s2a5 SG0.770 T3 12 -22 PGT0130 B P,E.#50705 JR f0/f0/14 ,. e INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES: CONCRETE EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS PER TABLE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED A,SHEET 1 2-1/16"• PER TABLE 2-1/18"• PER TABLE 2-1/16"• ON MIN.ALLOWED. A,SHEET 1 A,SHEET 1 1/4" EXTERIOR :�:: ;.. •;:,. •: ;':` Z: .`. •:''i'i�' ' MAX. DIAGONAL O.C.IS f 1 SHIM MIN 4"(HEAD&SILL) a OR 6"(JAMB)SEE EMBEDMENT: I q 1/4" EXTERIOR 1/4" EXTERIOR DETAILS,SHEETS SEE TABLE A, L MAX. a MAX. a 10&11. SHEET 1 SHIM SHIM PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 - ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 2-TRACK FRAME HEAD E 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD Ac CONCRETE INSTALLATION ec CONCRETE INSTALLATION W CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP„ PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 SEE ANCHOR SEE ANCHOR SEE ANCHOR NOTE 5,SHEET NOTE 5, NOTE 5, 1(1/4"MAX) SHEETI� SHEETI� (1/4"MAX.) = (1/4" MAX.) ��,•.. EXTERIOR I —j EXTERIOR _ EXTERIOR _ t CONCRETE 2-1/16"• a 2-1li6"'y ::.: `' e.Y PER TABLE EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1 1 SEE TABLE A,SHEET 1 PERTABLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A.SHEET-1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 2-TRACK FRAME SILL 3-TRACK FRAME SILL 4-TRACK FRAME SILL ) Oc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION EMBEDMENT:SEE = TABLE A,SHEET 1 ~ EMBEDMENT:SEE TABLE A,SHEET 1 -`I EDGE DISTANCE. I • EDGE DISTANCE: PROPERLY SECURED SEE TABLE A, 3 EMBEDMENT:SEE SEE TABLE A, SHEETI PRODUCT REVISED CONC./CMU ANCHOR TABLE A,SHEET 1 —q TYP.,SEE ANCHOR SHEET 1 IX WOOD BUCKTYP.; p Y 5 SEE ANCHOR NOTE 3, BBuildi g Code the Florida qqi PROPERLYSECURED EDGE DISTANCE: I NOTES&TABLE A. ;�� SHEET1 NOA-No. 16-0629.06 ca SEE TABLE A, SHEET 1 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 2-1/16"• Expiration Date 0211712020 CONC./CMU2-1/16"' I SHEET 1 ANCHOR •i•.2-1/16"` PROPERLY SECURED TYP.,SEE ANCHOR Miami-D Product Control CONC./CMU ANCHOR IX WOOD BUCK TYP., NOTES&TABLE A, TYP.,SEE ANCHOR SEE ANCHOR NOTE 3, SHEET 1 CONCRETE NOTES&TABLE A {}—�{ CONCRETE OR CMU SHEET 1 M'"'I CONCRETE SHEET 1 OR CMU EXTERIOR PER TABLE T t e t 111 f I t; f EXTERIOR PER TABLE � ; �nn__ PER TABLE ERIOR A,SHEET 1 A,SHEET 1 ;w0�I I:fN.A/y/��/��• v1/4"MAX.SHIM ��— >'.•'L�CcP.S{:''•,FY % 1 A,SHEET 1 1/4"MAX.SHIM —�1•—I 1/4"MAX.SHIM I-- 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB No,50105 CONCRETE/CMU INSTALLATION He CONCRETE/CMU INSTALLATION e CONCRETEICMU INSTALLATION - '6 1 ft"red9Y. D"ro: F"v4bv: rs=me� D"wr ft"n.wnr. 1070TECNNOLOGYDRNE ANCHORAGE DETAILS %�r'• T/T r. •�•4r`. N. NICE,FL 34T/5 r rit •v fCC,RVOi+. C? SERIES 770 ALUM.SGD-LM IMPACT '�,'��, �: Isar}a9atsoo aaxn eY• o� xaw o"� © s.rwmr, som: s+�e a•„tvx. rt..: /Ai L�NrumRl2gnP:E� JR 1011Q%14 OERT.OFAUTH.#29296 SGD-770 NTS i3 a 22 PGT0130 B P!t:.kSefu3 F INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED ATALL 2.593"MIN. ON MIN.ALLOWED. INSIDE POCKETS ^ 'EDGE EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES ON THIS WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR WOOD ANCHOR TYP., INFILTRATION CONC./CMU ILLUSTRATIVE o SEE ANCHOR NOTES ANCHOP.TYP.,SEE PURPOSES ONLY.SEE 2s ANCHOR NOTES& TABLE A,SHEET 1 FOR EMBEDMENT: &TABLE A.SHEET 1 ALL APPROVED SEE TABLE A, (ALSO SEE TYP. TABLE A,SHEET 1 SHEET 1 28 ILLUSTRATION,SHEET 9 - `"""'• SUBSTRATES. '::. 1-114"MIN.EDGE DISTANCE DGE DISTANCE:SEE EXTERIOR 3.SEE TABES 1-3, TABLE A,SHEET 1 EMBEDMENT: SHEETS 6-8 FOR SEETABLEA, }'%':" :"' REQUIRED P-HOOK P-HOOK MOUNTING AND P-HOOK 26 SHEET.1 ADAPTER CONC./CMU EXTERIOR 1•?'•?,',•..?", PHOOK WOOD ANCHOR TYP., ""' MOUNTING ADAPTER ';`• ANCHOR TYP.,SEE P-HOOK ;`'_; :`•^':,:::,. ANCHOR QUANTITIES. SEE ANCHOR NOTES CONCRETE OR ANCHOR NOTES&TABLE ALSO SEE EXAMPLE &TABLE A,SHEET 1 CMU PER TABLE EMBEDMENT:SEE A,SHEET 1 ON SHEET 9. (ALSO SEE TYP. 2.693"MIN. TABLE A,SHEET 1 (ALSO SEE TYP. _ ILLUSTRATION,SHEET 9) EDGE DISTANCE A,SHEET 1 ILLUSTRATION,SHEET 9) P-HOOK FOR USE WITH FLAT SILL RISERS E P-HOOK FOR USE WITH ANY SILL RISER �w PARTS#18,#20,#22 OR#24, Jc PARTS#18,#20,#22 OR#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN. (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEE ANCHOR P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONC./CMU NOTE 4,SHEET 1; EMBEDMENT:SEE ADAPTER SM CMU PER TABLE S TABLE A,SHEET 1 ANCHOR TYP.,SEE MIN.OF 3 THREADS TABLEA,SHEET I ANCHOR TYP.,SEE BEYOND THE METAL ANCHOR NOTES A,SHEET 1 ANCHOR NOTES&TABLE , "•i.`''. ,',' %:: A,SHEETI SUBSTRATE &TABLE A,SHEET 1 -' (ALSO SEE TYP, 28 (ALSO SEE TYP. EMBEDMENT: �i` t:.:,'r:`.,�",ti•�_ .;;•.;:".::'•'` ILLUSTRATION,SHEET9) ILLUSTRATION, SEE TABLE A, EMBEDMENT: SHEET 9) SHEET1 '•.';;`' '.:1 SEE TABLE A, •�.�CtWirnen SHEETI EDGE DISTANCE:SEE TABLE A.SHEET 1 1-1/4^MIN.EDGE DISTANCE PRODUCT REVISED 30 30 as complying with the Florida 9., Building Code P-HOOK SMS ANCHOR TYP • EXTERIOR P-HOOK CONC./CMU EXTERIOR NOA-No. 16-0629.06 SEE ANCHOR NOTES n ANCHOR TYP.,SEE fl Expiration Date 02/17/2020 &TABLE A,SHEET 1 V ANCHOR NOTES&TABLE v B ALSO SEE TYP. A,SHEET 1 y ( 2.693"MIN. 2.693"MIN. Miami- . roduct control ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION,SHEET 9) j E P-HOOK FOR USE WITH BOX SILL RISERS ta P-HOOK FOR USE WITH BOX SILL RISERS Kw PARTS#19,#21 #23 OR#25, Kc PARTS#19,#21,#23 OR#25, �' LYNf1 i METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR �Gt��•• /1�1/ (SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT ; ONLY FOR WATER RATINGS ONLY >� FOR WATER RATINGS) ) No.58705 Rert1 BY pel¢• AMWne P..'Me'�' •• �mf,6� i070TECHNOLOGYDRNE ANCHORAGEDETAILS � �'• L: i o.a A.x+%�c N-VENICE,FL W275 r �.''•-,F'CORIC°: `\,' , (941)490-1600 SERIES 770 ALUM.SGD-LM IMPACT ® sew d sme: sro.h e�»rmnw Rer 'A'.LNNM �}ER;P.E. ornm�oaw: chue:o°e eors: DEBT.OFAf?H.#29296 SGD-770 NT.S 14 a 22 PGT0130 B P,E.x 6B705 JR 10110114 t r � CONFIG. EXAMOLES MAX.UNIT WIDTH MAX.UNIT WIDTH HEADER DETAIL'A', MAX NOM.PANEL WIDTH • SHEET 18;INSTALLATION DLO TYP.PER TABLES 1-3 DETAILS'Aw&'Ac, WIDTH NTERIOR SHEETS 12&13� ^� NOTES; EXTERIOR 1)SEE SHEET 17 FOR INDIVIDUAL 1 PANEL CONFIGURATIONS AS so, APPLICABLE.SEE DP/ANCHOR PANEL PANEL TABLES SHEETS 6-8 FOR MAX. PANEL TYPE TYPE PANEL CORNER DETAIL'N2', SHEET 19&CO E PANEL HEIGHT AND WIDTH.SEE TYPE 'QS' AS TYPE T RN R SHEETS 18&19 FOR SECTION W K ANCHORAGE SHEET 11 DETAILS AND SHEETS 12-14 FOR NOM. MAX.UNIT MAX MAX. HEIGHT INTERLOCK DETAIL INSTALLATION DETAILS- PANEL PANEL WIDTHTYP. � � DLO PER 'M',SHEET 19 2)(1)LOCK(ITEMS 75&107-110)AT HEIGHT SEE PER HEIGHT TABLES EACH LOCKSTILE,LOCKING INTO ExT>RroR INTERIOR KEEPER(ITEM 103)AT FRAME JAMB NOTE 2 TABLES 1.3 1-3 ORASTRAGAL. JAMB DETAIL'G3',SHEET 3)PLEASE SEE APPLICABLE X 18;INSTALLATION DETAILS ASTRAGAL'&INTERLOCK X X 'Gw'&'Gd,SHEETS 12&13 COMBINATIONS PER DP/ANCHOR _ TABLES. 90, DLO WIDTH=NOM.PANEL WIDTH-7" SILL DETAIL'D',SHEET 18; DLO HEIGHT=DOOR UNIT HEIGHT-10.125" INSTALLATION DETAILS EXAMPLE:90'INSIDE CORNER,4 PANELS-XX/XX PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" 'Dw'&'Dc',SHEETS 12&13 SILICONE HOT-MELT BUM STRUCTURAL SILICONE SILICONE STRUCTURAL 114"NOM. FOAM 3116"NOM. BY OTHERS FoLYISOaUTYLEN WITH WITH DESICCANT DESICCANT , EXT.GLASS EXT.GLASS #8 X V, #10 X 1-1/2" PH SMS PH SMS INT.GLASS INT.GLASS 12/ KODISPACE4SGTPS ,zB SUPERSPACER(EDNXTT"_ PRODUCT REVISED ALUMINUM as complying with the Florida REINFORCEMENT p0LYiS0- DESICCANT FILL AREA Building Code NOA-No. '16-0629.06 PANEL CORNER FRAME CORNER s 5116"NOM. BUTMSEAL ' 5/16LENE •NOM. Expiration Data 02117/2020 DETAIL DETAIL BUTYL& ROLL-FORMED SILICONE SEAL By FOAM DESICCANT STAINLESS STEEL Miaml-Dad duct Central EXT-GLASS Part-4 Description Material EXT•GLASS 0 124 Kommeding 4SG TPS Spacer System ``, :!'•• :; "`Y: ;.r 125 Quanex Super Spacer nXT'with Hot Melt Butyl See this • �'• '"•g'' ' 126 Quanex Duraseal Spacer Sheet for INT.cuss INT,cuss Materials _ - 127 Cardinal XL Edge Spacer ,2B DURASEALO SPACER 127 XL EDGE7MSPACER REFERENCE TEST REPORTS:FTL-8717,8968&8970 7.•'Ib'tIb •.�:i JR B&052016 B ADDED SPACERS, 1070TECHNOLOGYDRIVE ANCHORAGE DETAILS/EXAMPLE ELEVATION ah. -;`t`;'�)`'r.'1': '•'.;,�:r�%.• - Rw,QBy. B Rsri,fm,: ../.•1.,. N.WNICI;FL 34275 rx R.�„km - SERIES 770 ALUM.SGD-LM IMPACT , .:, •'' i (94f}480.1600 _ +ar o.m: rm�me o.m: RIT °` '�'� b"'0C' -1-ft A.LYNN MILLER,P.E. JR 10/}0/}Q CERT.OFAUTN.#29298 SGD 770 NTS 1Jr ZZ PGT0130 B P.E#56705 CONFI G. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 ��'M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18; r —qy—INSTALLATION DETAILS'GW&'Gd.SHEETS 12&13 g HEADER DETAIL'A',SHEET 18; MAX. D JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A',SHEET DLO JAMB DETAIL'GS',SHEET INSTALLATION DETAILS'Aw'&'Ac', WIDTH SHEET 18;INSTALLATION DETAILS'L1'& 18:INSTALLATION DETAIL 18;INSTALLATION DETAILS DETAILS'Gw'&'Ge, L2,SHEET 19 'Aw'&'Ad,SHEETS 12&13 SHEETS 12&13 TYP "K 'Gw'&'Gc',SHEETS 12&13 SHEETS 12&13 EXTEI UOR INTERIOR PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL INTERLOCK DETAIL TYPE TYPE TYPE TYPE R' L' D' A' TYPE TYPE TYPE TYPE M',SHEET 19 MAX. A CS' 'OS' K MAX. 90°OUTSIDE CORNER NOM. / / UNIT / UNIT DETAIL W11%SHEET 19& PANEL SILL DETAIL NOM,HEIGHT / HEIGHT CORNERANCHORAGE / / WIDTH TYP. PER 'D',SHEET PANEL MAX. PER SEE TABLES 18 MAX WIDTH TYP. / SEE TAB PER ES SHEETt1 DLO TABLES 1-3 NOTE 2, 1-3 INSTALL DLO PER NOTE 2, 1-3 INTERIOR HEIGHT SHEET 15 DETAILS HEIGHT TABLES 1-3 SHEET 15 �, 'DW'&'DC', EXTERIOR . 0 x X SHEETS 12 b a �71 N &13, x X WIDTH DTH T YR P. I X x PER TABLES MAX.UNIT WIDTH ✓� MAX.UNIT WIDTH 1-3 SEE FRAME& SILL DETAIL'D',SHEET 18; MAX.UNIT WIDTH PANEL CORNER EXAMPLE:OXXX INSTALLATION DETAILS CONSTRUCTION DETAILS SHEET 15 2-TRACK w''D &Vd,SHEETS 12&13 EXAMPLE:9D°OUTSIDE CORNER-XX/XX(2-TRACK) JAMB DETAIL'11%SHEET 18; ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'lw'& L2,SHEET 19]� 1 INTERLOCK DETAIL'M',SHEET 19 'Id,SHEETS 12&13� �1 HEADER DETAIL ETAIL-W,SHEET P-HOOK DETAIL''&W,SHEET 'B',SHEET 18; , 1 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETAIL'12',SHEET 18;INSTALLATION HEADER DETAIL'C',SHEET DETAILS'Bw'&'Bc', DETAILS'Iw'&'Ic',SHEETS 12&13 18;INSTALLATION DETAILS 'Hw&'Hd,SHEETS 12&13 'Jd,'Kw'&'Kd,SHEET 14 SHEETS 12&i3 'Cw'&'Cc',SHEETS 12&13 . MAX.UNIT WIDTH -_ MAX.UNIT WIDTH — PANEL PANEL PANEL PANEL I PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE I TYPE TYPE TYPE TYPE PRODUCT REVISED as complying with the Florida W I! M' F j M F 71 P. MAX Building Code I NOA-No. 16.0629.06 MAX.UNIT NOM. o I NOM. UNIT HEIGHT PANEL z a j PANEL I HEIGHT Expiration Dato 02/17/2020 PER WIDTH TYR ¢ / / WIDTH TYP. / PER By TABLES MAX/ /SEE PER / S�s i SEE MAX, PER TABLES IVliami-Da Id not control 1-3 DLO NOTE 2, TABLES 1-3 a 3 i OTE 2, DLO TABLES 1-3 1-3 HEIGHT SHEET 15 i SHEET 15 HEIGHT ;t o x x x x x x o EXAMPLE:OXXXp SILL DETAIL'S',SHEET 18; EXAMPLE:XXXO SILL DETAIL'F,SHEET 18; (3 TRACK,RIGHT POCKET)TRACK,RIGHT POCKET) INSTALLATION DETAILS INSTALLATION DETAILS (4 TRACK, BY-PASS) ;i Ew'&'Ed,SHEETS 12&13 TV&Te.SHEETS 12&13 AavBtl LY. Oem: R°N,mn,: ply,; --"Ji' vT�-E. Re�pY cam R°Ns 1070TECHNOLOGYDRNE EXAMPLE ELEVATIONS ??1, :::.• .,,,v'. N.VENICE,FL 34275 /94tJ-te04600 SERIES 770 ALUM.SGD-LM IMPACT '.i,•• i s°tmm+4 smm: sn..c pman¢Ra — A.LYNN MILLER P.E. JR 10110114 O1'"' pom: c�tlGYa° mm' CERT,OFAUTH.929296 ® sGD-ns NTS 16 w 22 PGT0730 B P.E„55705 I e ' . _. PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKST LE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER ExT CORNER INT CORNER IWERLOCK INTERLOCK STILE W/HANDLE BOX OUT BOX IN BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 90 RECEIVER 135 RECEIVER 35 RECEVER TYPES OUT IN WIHANDLE W/HANDLE W/HANDLE W/HANDLE WIHANDLE WIHANDLE WIHANDLE W/HANDLE "118 _ #"8 4 31 1131 n #613 SINGLE �UT F PP fC TR TQ TC TA TIC TW INTERLOCK la�o� SINGLE 1}�� C [mil IC c c`l/ �° INTERLOCK � �•9Bp-7 E / A (eozovr (saxlM I v so V V VA /p--�/�1 V IV/ pLr—J W SFIXEDTILE �' 1 \I i S IS FD / V FV 7 W (g=am (RaXM) L,HANDLE I'� f9/j J / WI HANDLE D /k/� Rwu7 LLI ASTRAGAL / / PANEL NOTES: BOX OUT L 3- LE WIHANDLE soxou 7 1.SEE DP.TABLES 1�,SHEETS 6-8 FOR PANEL (-- ASTRAGAL SIZES&DESIGN PRESSURE. BOX IN LEFT INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF LLI WI HANDLE I PoXIM PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS "J / � EXTERIOR F- ASTRAGAL T V STILE STILE AND ARE AVAILABLE. OJ Box our 3.so°ASTRAGSTRAGALS TO USE HEAVY-DUTY STILES (e--M (soxaup (#61),CORNER RECEIVER(#118)AND EITHER I— ` PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR(#119)OR INTERIOR(#120)CORNER LL ASTRAGAL (f APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS. LLI BOX IN (90X IM (&OXIM ,J 4.135°ASTRAGALS TO USE HEAVY-DUTY STILES INT CORNER RT �� � sOLOGKSTILE (#61)AND CORN ERADDON(#31). f WI HANDLE#120 232" LU EXTcoRNER SILL RISERS OPTIONS .232" �I` ' z 90 LDCKSTILE QT QS �+-232" EXTERIO�I_— EXTERIOR A62" Q EX HANDLER 232' I EXT CORNER1 q� �� EXTERIOR ,062" lV- EXTERIOR C] A.O55' 90 RECEIVER 062" WI HANDLE #118 2.656' 3,305" INT CORNCR#81 9.56-r 1 90 RECEIVER AT AS DF tSILL •062' W/HANDLE�(`��I 11�(`#118 PRODUCT REVISED as p ying with the Florida EXT CORNER #118 n j-� SER,FLAT' OSILL RISER FLAT OSILL RISER,FLAT OSILL RISER,FLAT Building Code 90 RECEIVER. C 18•FLUSH,1-1/2" 20 LOW,2-1/2" 22 MEDIUM,3-1/4" 24 HIGH,4" Noq-No, '16-0629.06 ist HIGH, f+— .750" Expiration Date 02/'1712020 EXT CORNER #31 VT VS ` 'F /1; ^ W/HANDLE 'V/ —►II 11�— 750• EXTERIOR B 135 RECDLER7M1 EXTERIOR EXTERIOR I EXTERIOR .082` MIaMltad�Prod—t Control INT CORNER #31 WT W^ W� �—y .906" (I-7 .062' 4.055" 135 RECEIVER ICJ I Y� 3.305" �111!i i '•;:, W/HANDLE #61 1.567" 1s• ISER,BOX 21I' LOW, BOX z3 SILL RISER,BOXRISER,2s HIGH BOX U5 FLUSH = NOTVALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 6/b Revetl6. Oefr. RMsknr. $1::7E C1r OF ` ••v''f'- r PANEL TYPES R°wa dr ro�°: rs.wc°ru: N.VENICHNOL 4275 E !?:,i;. •,.•� N.VENfCE FL 3a275 rn+e ,', ..:.;.�•";'.' ATLE er. UnN: R°NC°nc (sal)sso aspp SERIES 770 ALUM.SGD-LM IMPACT ''•- •: ; ' s.rt°vnimn; sm.� aro.c aa.snx.. A.LYNN MILLER.P.E. on»"eyc n°v: cn°ame om°: CERT OFAUTH.829286 Ry. SGfY770 IJTS 1T °�22 PGT0930 B P.E3#58705 I I ASSEMBLY DETAILS - 106 FULL PANEL JAMB LENGTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 6o OR 61 105 LOCK PART FULL LENGTH 1a 75 a1o7.1m 17 14 106 OF JAMB 5 G3 60 OR 61 5 60 OR 61 16 Gi so OR III 2-TRACK JAMB 2-TRACK JAMB (SHOWN 5 SEE DETAIL G7 CLIP#105 WITH FOR FIXED 105 6"LONG OPERABLE PANEL CLIP LocKPqRr }13 W/RETAINER#106 80 75 a 107-110 MIDSSPAN (SHOWN WITH PANEL) FIXED PANEL TO LgCK P�1T SEE DETAIL G2 �L EXTERIOR 103 113 7 &10-10 103 FOR FIXED 5 5 THE INTERIOR) 103 60 OR 61 PANEL CLIP IDDCTERIOR r 14 15 5 112 16 17 123 FULL LENGTH � G4 so oR 61 n #10X3W OFJAMB 2-TRACK JAMB 40 2-TRACK JAMB �ExrERIOR �L EXTERIOR �0,97 RIOR VEXTERIOR SMS,X 3 CLIP#80 OR#105 51 52 WI SCREE vv V W/RETAINER#123 3 TRACK JAMB 3-TRACK JAMB 4 TRACK JAMB 4 TRACK JAMB 6"LONG (SHOWN WITH Hi (SHOWN WITH (SHOWN WITH 11 (SHOWN WITH 12 (SHOWN WITH MIDSPAN BO FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL 70 OPERABLE PANEL) 6o OR 01 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) �R,EXTERIORTLEXTERIOR 2 4 112 1 3 4 45 5 113 5 113 5 EXTERI52 51 69 EXTERIOR EXTERIOR 69 OR 53 a SHOWN WITH ®FRAMEK W/SCREEN g FRAME HEAD �FME HEAD HEIGHT PER 4-TRACK MAX.UNIT OPT.SCREEN A FRAME HEAD TRACK TABLES 1-3 PRODUCT REVISED as complying with the Florida 53 69 69 Building Code EXTERIOR EXTERIOR NOA-No. 16-0629.06 52 51 72 OR 73 � 72 OR 73 Expiration Date 0 211 7/2 0 2 0 46 11fk720R73 g 10 By :� }1 11 Miami-Da roduct Control 48 47 D 8 EXTERIOR 112 ,5 113 113 �2-TRACK W/SCREEN (0)3-TRACK 4-TRACK FRAMESILL E FRAMESILL �FRAMESILL lkt0.5S7F5 ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES 1.3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. Y5r'Or AevW B): Den• RavGbne D0•'w'� •— ' 107aTcclNo ocrowve VERTICAL SECTION DETAILS aama oo Aowsaac •.r•- 'r,-- .- N.VENIC9F134275 TM •,••-•t�!?._ , Rena Br ten: RaMnlaaa: (9a1}4e0.1600 SERIES 770 ALUM.SGD-LM IMPACT samvaae ekau; s+Ae n�am B�. A•" A.LYNN MILLER,P.E. pmrnq•:pale owwB.pam: .!l29298 ® SG6770 IdTS i8 �'22 PG TOi30 B P.E.#56705 JRr i0/f0/14 CFRT.11A11 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR 81 113 115 7 28 � 28 30 1t 113 27 63 26 27 53 103 62 115 63 60 OR 61 60 OR 61 fi0 OR 61 65 29 14 29 120 5 65 65 EXTERIOR 755 62 EXTERIOR 111 90° EXTERIOR 62 EXTERIOR INTERIOR EXTERIOR P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS (� INTERIOR (EXT.OR INT.MOUNT) K EXT.MOUNT ONLY 90° r LOCK PART 60.OR 61 LOCK PAR LOCK PAR 75&107.11 75&107-17p 75&107-110 61 5 ®INTERLOCK M I 14 113 I fi0 60 YEXTEPJOR 61 116 5 11 113,TERIOR vv 113 703 119�•IXTERIOR 7 67 68 -jN90'OUTSIDE 90'INSIDE L1 WITH STANDARD STILE6�h STANDARD ASTRAGAL S#60 e WIT HEAVY-DUTY STILES#61 tJ1 2 TRACK SHOWN CORNER N2 2 TRACK SHOWN -ITEM#61SHOWN, (HEAVY-DUTY { STILE)SHOWN,ITEM#60 � EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO (BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES } TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 1-3,SHEETS 6.8 FOR DP (PSF)ASSOCIATED WITH STILES. 4 INTERIOR I WU,'!E�X�TERIORGI PART 107-110 ' INTERIOR - TERIOR 5 5 135° PRODUCT REVISED : as complying with the Florida 11 Building Cod. Non-No. 16-0629.06 7 Expiration Dnto 02/17/2020 11 q 7By 1461 32 Nil LOCI<PAR� 31 103 61 EXTERIOR 7 75&107- � 14 ® 02 2-TRACKSHOWN 4 .• 135°OUTSIDE CORNER 7 01 2-TRACK SHOWN f070 TECHNOLOGYDRNE HORIZONTAL SECTION DETAILS,CORNERS ;,+;:+�I `•: I /bwEaY• Dale: fle„aims .. ':•�.",••:.•.•�• ` I H.VENICE FL 34275 rmrwer. wl>. rs°„>rm. SERIES 770 ALUM.SGD-LM IMPACT ••;.•: �sa}aso-rsoo• --ITT s� •+•' m.mar aa�z cnwo»a o,ie: un..almx T a'"0°�" 1i'•` A.LYNN MILLER,P.E. JR 10/10/14 CERT.OFAUTN.;29296 SGD-770 ITS 19 a 22 PGT0130 B P.E.k was Item PGT PGT# Description Item PGT PGT#• Description NOTES: D wg.# Dwg.# 1)ALL ALUM INUM=6063-TB 1 17306 617306 2-TRACK HEAD 60 17325 61732.5 PANEL STILE 2 17303 M7303 2-TRACK HEAD WITH SCREEN RAIL 61 17326 617325 PANEL STILE(HEAVY DUTY) 2)ITEMS#33-39,56-59,66,78,84-99, 3 17309 617309 3-TRACK HEAD 62 17327 617327 INTERLOCK ADAPTOR 121&122 ARE NOT USED AND ARE - 4 17312 617312 4-TRACK HEAD F70 1225 BTP248 VINYL SUI.H WSTP.-THIN(INSIDE INTERLOCK) NOT PART OF THIS APPROVAL 5 17314 617314 FRAME SCREW COVER 1729 71729 SILL ENO WEATHERSTRIP PAD 6 17317 657317 FRAME HEAD/J4M8 ADD-ON 17328 617328 IIJiERLOCK SCREW COVER' 3)USE OF#12 OR#13 REQUIRES 7 17304 6173D4 2--TRACK SILL 17329 617329 ASTRAGAL MIN.#10 SMS OR 3/16"NIASONRY 8 17301 617301 2TRACK SILL WITH SCREEN RAIL 17339 817339, HEAVY DUTY ASTRAGAL ANCHORS Q�4"MAX.O.C. 9 17307 617307 3-TRACK SILL 17324 517524 TOP&BOTTOM RAIL 10 17310 617310 4-TRACK SILL 17350 417350 WEATHERSTRIP FXTENSION(INJECTION MOLDi_D) 11 17313 617313 FRAME SILL TRACK INSERT 1695 71095 1-1/2"X 1"X3(4"HIGH FIN SEAL DUSTPLUGS 12 17315 617316 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 72 8153 78153X TANDEM ST.STL ROLLER ASSY. 13 17310 817316 FRAME SILL SCREEN END ADD•ON(SEE NOTE 3) _73 8153 78153N TANDEM NYLON ROLLER ASSY. 14 17305 617305 2-TRACKJAMB 74 SILICONE DOW-899,DOW-995 DR GE 71W 1s 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 75 8185 78185X GEMINI MORTICE 3-PLY OUALLOCKWXONG TRIM PLATE 16 17308 617308 3-TRACK JAMS 76 71032X1FPFX #1 D32 X1"FL.SS SCREW Wl TYPE T'TIP 17 17311 617311 4-TRACK JAMB 77 7103239 1032 STEEL ZINC U-NUT 18 17322 617322 SILL RISER-FLAT,FLUSH,1-1/2" 79 17357 617357 V IG BEAD 19 17319 617319 SILL RISER-BOX,FLUSH,1-1/2" 80 17359 817359 7/16"BEA0/FD4=D PANEL CLIP 20 17321 617321 SILL RISER-FLAT,LOW,2-112" 81 17350 617360 9116"BEAD 21• 17318 517318 SILL RISER-BOX;LOW,2-1/2" 82 1224 BTP247K VINYL BULB WEATHERSTRIP 22 17355 617355 SILL RISER-FIAT,MEDIUM.3-1/4" 83 01745 1745 LOWE NC,11T X1/16"SGL SIDE ADH.TAPE,POLYETH. . 23 17354 E17354 SILL R15ER-BOX MEDNM,3-1l4" 100 6D52 48052 ROLLER AOJ HOLE PLUG 24 17323 617323 SILL RISER-FLAT,HIGH,4' 101 72087 IAMB BUMPER 25 17320 f117320 BNEOPRENE R-BOXHIGH,4" 102 1696 71696 DUST PLUG 26 17333 617333 P•HOOK 103 BIBS 78180X 1"KEEPER 27 7070 67070 BULB WSTP FOR P-HOOK 104 853 7SOKEEP SCREEN LOCK KEEPER 26 17334 617334 P4100K MOUNT105 17344 617344 FDED PANEL CLIP-6"LONO 29 17335 B17335 COVER 100 17352 617352 FDED PANEL RETAINER-9116" 30 17348 617348 P-HOOK FOR BOXRISER 107 1739 71739 HANDLE KIT-NTERIOR RAISED WITH THUMB TURN 8617378ER 108 1740 T1740 HANDLE KIT-RAISED DOERIOR HANDLE 32 17376 617376 135 F04=D MOUNT 109 1731 78162SN HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN ITEMS 40-53 ARE SCREEN PARTS: 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL 40 1 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 111 710>34PPSDAX 910 X3/4"PH.PN.TEK-S.S. 41 7LOCKWGSK SCREEN LOCKSET 1f2 1235 87816 WSTP,.270 X.170-FIN SEAL 42 41818 SCREEN KEEPER SPACER SET 113 1712 64056 .1B7"X230"FNSEAL 43 8152 88152 SCREEN INTERLOCK ADAPTER IA 71OX116PPX T10X1-1@" 44 4428 54428 SCREEN DOUBLE INTERLOCK 115 710)PPT �tOX1" PRODUCT REVISED i s complying with The Plorida 45 4317 612256 SCREEN TOP RAIL tt6 720XlX *14-20XVS•S. Building Code 46 4318 012257 SCREEN BOTTOM RAIL 117 720XI12X i#14-20 X i-i!2°S.S. NOA-No. 16-0629.06 47 668 7SRAZ STANDARD ROLLER 118 17336 617338 90 DEGREE CORNER RECEIVER Expiration Date 02/17/2020 48 068 7SRAX STANDARD ROLLER-ST.STL 119 V337 817337 90 DEGREE OUTSIDE CORNER ASTRAGAL 49 4344 64344 SCREEN ASTRAGAL 120 17338 8117338 90 DEGREE INSIDE CORNER ASTRAGAL By Miami Sroduet Control 50 17349 817349 OM0 SCREEN ASTRAGALADAPTER 123 17352 617352 FDa=O PANEL RETAINER,7/8" - i 51 1692 61692 SCREEN SPLINE 52 1094 61694 SCREEN SPLINE-.150" '•.1" 53 61816C20 SCREEN CLOTH 54 1725 1/2"X4"X1/16"SET.BLOCK,NEOPRENE 85+/-6T� - •-i''; %% - 55 1726 i"X4°X1/16'SET.BLOCK,NEOPRENE 85+/-5 - n..upmx .4•. Nev"00�- �, �� 10707ECHNOLOGYDRNE PARTS LIST N.VEF1fCE,FL S4276 per R" (94fMaO.16DO SERIES 770 ALUM.SGD-LM IMPACT = i r i.°*+�✓+ "� tl —" A LYNN MILLER,I.E.c Rr.o aunttr2sz9s IDsoo-no NTS 20 m 22 PGT0f30 13 P.E.l168705 JR 10/1D/14 1 i 1 � 1 5.069" 8.562" ^j 1.36" 0.080' 1.872"f-�- 1.211 FTTT " 1.505" I_jl 0.081" 1.019" 0.0811, tO2-TRACK HEAD t 10 4-TRACK SILL 0.081" 0.062' SCREEN . (6063-T6 AL) (6063-T6 AL) 40 STILE 6.198" (6063-T6 AL) 6.198" 6.526' 5.069" 0.080" (�-1.045" 1„ 1.505" LD1.993" 0.062" t 0.081" O2-TRACK HEAD W/SCREEN TRACK O9 3-TRACK SILL SCREEN (6063-T6 AL) (6063-T6 AL) 14 2-TRACK JAMB STOP RAIL (6063-T6 AL) 6053-T6 AL) 7.105" 6.221 2-TRACK JAMB W/ • " 15 SCREEN TRACK I 0.080, (6063-T6 AL) 1.36" nT � � �5" �.0.875„ 1.211" J. -y 1.36" _j 1.993" !VT--m 0.081" O 3-TRACK HEAD O 2-TRACK SILL W/SCREEN TRACK 0.062" (6063-T6 AL) (6063 T6 AL) 0.081" SCREEN BOTTOM RAIL (6063-T6 AL) 9.142" 0.0811, � 0.080" 1 Z11„ 1.505" 7.105" O" 9,141" 0.081 4-TRACK HEAD 2-TRACK SILL (6063-T6 AL) (6063-T6 AL) PRODUCT REVISED as eompiying with the Florida Building Code NOA-No. 16.0629.06 f 0.0601, Expiration Date02/17/202C !� 0.062" By 0.532" 0.760" Miami-'ade duct Control 1.260" 0.060. 1.516. 1.990" ":i!I:;,._ OFRAME HEAD/JAMB SCREEN FRAIv1E SILL SCREEN • FRAME SILL SCREEN ADD-ON 12 ADD-0N 13 END ADD-ON 1s 3-7RACKJAMB ;.': '„-c;c�•., (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063 T6 AL) -<•r" - REQUIRES MIN.910 SMS REQUIRES MIN.#10 SMS ryr•58" OR 3/16"MASONRY OR 3116"MASONRY 17 4 JAMB SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. (6063-TG 63-T6 AL) :..':�• g(� n R"r,tlHy. 0"h• R.M�+s Mw7bm. :l.':I J.�,: • I fO7O TECHNOLOGYDRIVE EXTRUSIONS 'coin:_:.•'' Rewtlay, oam; R,Wsbns N.VENX6,,R 34276 ..'.• '. R � wm: Ren bro (94f}460-1600 SERIES 770ALUM.SGD-LM IMPACT I"• ` ' I orvvmup ma: ar.uwn.p,ia ® saamm.e aak en,.c en"t,vra ar A.LYNN MILLER,P.E. JR 10110114 CERT.OFAUTH.429296 9G0-710 A!T$ 21 w 22 PGT0130 B P.E..k 58705 ! I 0.718" 0.83" i-- 3.802" 0.752"' L� I I 2.304" I --�{ 3.802"� I 1 0.752" I� 1.163" 0.885" 0.062" 0.0801, 0,062" 0.233" -�0 062. L yo P-HOOK FOR BOX RISER 0.264" 0.075" JJJ OFRAME SILL P-HOOK MOUNTING P HOOK SCREW 5 71 26 P-HOOK 28 29 SCREW'COVER OTRACK O ADAPTOR COVER 0.080" (6063-T6AL) (6063-T6 AL) (60637T6 AL) (6063-T6 AL) II (6063-T6 AL) (6063-TEAL) 4".155" 1 92F.44� 4" 0" 1.488° 1.739" -y L0.0132- A'] 1.303' 1.600 0.133" 1.600 0.062" .080" 1.870° 1.888" .016" 1=71=21 =rl0.325' F+ 3.125" 0.062" INTERLOCK INTERLOCK 31 135°CORNER az 135°FIXED MOUNT so STANDARD STILE s1 HEAVY DUTY STILE s2 ss (6063-T6 AL) (6063T6 AL) (8063-T6 AL) (6063-T6AL) ADAPTER SCREW COVER (6063-T6 AL) (6063-T6 AL) 3.979" 3:979" F--4.125" 1.050" 1.050" 1.D50" 0.075" 0.075" 1.645" 0.062" 1.304" 1.645" { } .045" I1 2I9" -611" .485" I- 3.25" --- 04 G- 0.125 0.281" s7 STANDARD ASTRAGAL sa HEAVY DUTY ASTRAGAL ss TOP/BOTTOM RAIL �g GLAZING s0 7/16"GLAZING ei 9/16"GLAZING (6063-T6 AL) (6063-T6 AL) BEAD(6 A BEAD,FIXED BEAD (6063 T6 AL) (6063-TAL) PANEL CLIP (6063-T6AL) (6063-T6 AL) 1.003" 1.03" 4" 5.621" PRODUCT REVISED 7" as complying with the Florida 0 7$ 0.060 Building Code 0,050" NOA-No. 16-0629.06 OFIXED 2.893 Expiration Date 02/17/2020 L CLIP 105- P 0.709" " 0.133" PANE 1.498" 0.133"' 1.498" BY I (6063-T6 AL) Miami-Da roduct coot of D.080" � .550" Vf��' 0.863 FIXED PANEL 5.621" 4" 0.709' i23 RETAINER,?/8" 120 90'INSIDE CORNER ASTRAGAL `'.•s:L``�:''.`','%r,';,� i 0.080, -►II+ (6063-T6AL) 2'826 its 9D°OUTSIDE CORNER ASTRAGAL (6063-TEAL) :•`:',,:'•_ -,:l ; (6D63-T6 AL) FIXED PANEL tie 90°CORNER RECEIVER ..,. 3"l d 1os RETAINER.9116" (6063 T6 AL) 7. j 6063 T6 AL R.M.Y. D"Ix FIii4 Dy. ova: R°"%rl°+i - 10767ECHH0L00Y0RNE EXTRUSIONS '•.''L'.i.,> .•-;::'•= N VENICE,FL 34276 Ina ':•-, i (94¢460.1600 SERIES 770 ALUM.SGD-LM IMPACT ? ' Dmvm Dy:Dmn• cn"aoae soar Omut,q Ra A.LYNN MILLER P.E. JR 10/10114 CERT.OFAU7H.&99296 ® SGD-T70 NTS 22 °�22 PGTO130 B P.E.#55705 i i 't l 11 A' 1 a I I ppro last 'i ° . _ �Z.4f S� O•.J�Un -ai Z� 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 �'�,~�' •.., °'yam z \ p a OZU 0 o m 37.50"MAX.OVERALL J a` N n a.m J COPAQUFFIB ERG LASS- —DOOR�e I— FRAME WIDTH �, E o o aW z a4 ►� INSWING-/_OUTSWING�' rrIIUIR-ACT'% FO ❑❑ z c�o in z O QJ w r Z Z 00 2 W C)z GENERAL NOTES ? 0 H m i. This product has been evaluated and is in compliance with the Sth Edition(2014)Florida am 82, Q Building Code (FBC)structural requirements excluding the"High Velocity Hurricane Zone" _ _ �I `� o a y (HVHZ). S l � ® a a a 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to = LL base material shall be beyond wall dressing or stucco. < lul U Xm 3. When used in areas requiring wind bome debris protection this product complies with 'o Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product 9! " meets missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and Section o 1609.1.2.2 of the FBC. a $ m y Z 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. ! :9 5. Site conditions that deviate from the details of ihis drawing require further engineering analysis by a licensed engineer or registered architect. a ✓Q i � � m 8 TABLE OF CONTEMS N SHEEr0 DESCRIPTION oVE1rAu D5►GIV liRESSURI (PSFJ " LL 1 Typical elevation,design pressures,&general notes 2 Door panel detals SWfNG FRAME ^z o° 3 Horizontal cross sections DIMENSION ..........POSIT NEGATIVE DATE 8/25 t4 z 4 Vertical cross sections scAF• N.T.S. ° INSWING 37.50"x 98.00" +65.0 -70.0 5 Buck and frame anchoring-2X buck masonry construction M.BY: AL m' s 6 Frame anchoring-lX buck masonry construction d OUTSWING 37.50"x 96.50" +65.0 -65.0 `N"B" LFs ; g 7 Bill of materials&components DRAW NO N0' � s FL-17184.16 0 {� N SHEET OF 7 a . y 1 7 I® r r r 47 EXTERIOR 46 (AA43 M �0Dt7 0 F':�jO om • `CCU\ N / P o 0 41 INTERIOR 48 N E uo o m o a U L v a mda� 9 w 1 HORIZONTAL CROSS SECflON 41 � 0 Z 35.75"MAX. En DOOR 1.58 ^j I+ 3.68" o I' PANEL WIDTH I p� T ,t'J uL t V} J W a O .185" -�— EXTERIOR INTERIOR •• � o 42 TOP RAR 43 LATCH d HINGESTI(E �1 REINFORCEMENT WOOD OI Cellular PVC Cellular PVC For lock a a �m 0 1.07 113 r 1.58 i = U ru' SEE HARDWARE TABLE [H Z �_ m Z as BOTTOM RAIL 47 HINGE STILEent �1 snLE REINFORCEMENT o Cellular PVC Reinforcem 46 ti Z cI L' w Q 2 0 •� �w PZ �a v" - HARDWARETABIE .r� � o N 0 2 C MANUFACNRER:: 'i.MODEL Z o W D KWIKSET LOCK: SIGNATURE SERIES 45 - DATE: 8 25/14 DOOR PANEL DEADBOLT: SIGNATURE SERIES(980) o 40 suLE: N.T.S. d s �1 VERTICAL CROSS SECTION °H0 BY. AL m cHK.BY. LFS 3 g2 DRAWING NO.: v FL-17184.76 o N SHEET 2 OF 7 d R\bents\Plastpro,Inc PERMANENI\Florida Product Apprwals\FL-17194\C-Drawings\Current\FL-17184.11-20.dwg,3.6 P A Z m � 6 s C ' (1 Q' v 0 A r V 0 t0 N aS� r O.y^ O ?0 V o y n m N �o.�t°, � _ O O O C2 z O IA lO W ----=71 Q A W ., =31 .Q a X ? A A v A N 0 1�q 0 nil W W W N y m M 22 O O M M c ww 0S 0 -N 9 N a V N a o � Z o X ti _ A n V � al n 70 N n S W N � y myJ m • a oa m c CL ll N `a t• V 0 A r O nCO W y O v' � \11111111/! v. `%1 i $ PRODUCT: Document.Pmpcmd By: PLASTPRO Lyndon F. Schmidt /�� Or•'��`� o FIBERGLASS DOOR P.E. No. 43409 NA` P Z N //1 //11111111�� P,r W r— y PART OR ASSEMBLY: �{ BUILDING CONSULTANTS, INC. I �' In 1 4 22 15 UPDATE i0 STH ED. (2014)FBC JK J l•�P.O. Bax 230. Volrico, FL 33595 v rn { NO DATE HORIZONTAL CROSS SECTIONS Phone No.: 813.655.9197 REVISIONS FBPE C.A. No. 9813 _�, ®2014 R.W.13—ol a Cor+eu—I... RAClientAPlastpro,Inc PERMANENT\Florida Product Approvals\FL-17184\C-Drawings\Current\FL-17184.11-.20.dwg,4.6 m M m � c n ' ° c O O AW A� ° e 0 r �np� �O r .. c0 Z Z A G e W 11 A \\_ 0.15' ° I MINK J O. (TYp.) ° 1-1/4"MIN. 1-1/4"MIN. EMB,(TYP•) EMB.(TYP.) m 1-1/4"MIN. EMB.PP.) y�N c D a o m ° X e c a Y'O o A A n H 0. ep m m e 0 ° -4 z �a 22 0 oA p to V 4 . n. 0 N 7m � - Z G n j A 1-1/4"MIN. ° c — � m `�,vF•scNM/��,, .ucEnTaF• �, • No.43409 Al- PRODUCT: Documents prepared By: PLASTPRO Lyndon F. Schmidt '/,� '•�tKtIDR• U��°�� FIBERCLASS DOOR P.E. No. 43409 2 N m ��/Il111111��� o Co -i PART OR ASSEMBLY: V� BUILDING CONSULTANTS, INC. Ir Co to ., I 04 22 15 UPDATE TO 5TH ED. (2014) FBC JK J li � NO DATE VERTICAL CROSS SECTIONS plane No23B13.659.91g7 33595 REVISIONS FBPE C.A. No. 9813 ®2014 R.W.BUILDING CONSULT 8 INC. -`1 v oz —5-6 z rt/•SO^� om % TYP.HEAD L ��rrrr* •���```` o n m 6 TYP.HEAD& S U N•; MASONRY &JAMBS JAMBS o a Z o z° OPENING MASONRY m N OPENING V a m o r a V a a mda� u E. 9 Z � C W G JT O. N Z U OF FRAME CS cr cr CJ:D O U� �2 o 2X BUCK a r wo O m 55 w yc On K 2X BUCK o c�i� a a =mm N S I �m s J1I— TYP.. F SILL mm V 4 M C pN N n • BUCKANCHORING HINGE JAMB "•FRAME ANCHORING STRIKE JAMB o LL Masonry 2X buck construction o CONCRETE ANCHOR NOTES., 28 a n a 1.Concrete anchor locations at the comers may adjusted to maintain the min. M z a edge distance to mortar joints. 9 2.Concrete anchor locations noted as MAX.O.C.(TYP.)"must be adjusted to maintain the min.edge distance to mortar joints,additional concrete anchors may be required to ensure the"MAX.O.C.(TYP.)"dimension are not exceeded. 10 a 0 3.Concrete anchor table: Z M!N G4EARANCE. MIN CLERANCE; 10 L ^z ANCHOR 'ANCHOR M!N ................................ DATE. 8 25 14 i 70 MASONRY scuE: N.T.S. ° 7YPF $fk EMBEbMEN7'.: EDGE...... .. .......ANCHOR::;•:::;: M 27 10 mvc.BY. AL m ITW ® 1/4" 1-1/4" 2" 4" cHK sY LFS 3 TAPCON WOOD SCREW INSTALLATION NOTES: oaawiHc a ELCO 1.Maintain a minimum 518"edge distance, v ULT'CoRAC 1/4" T-1/4" 1" 4" I"end distance,&1"o.c.spacing of wood LATCHdDEADBO1iDETA1L HINGE DETAIL FL-1718416 N screws to prevent the splitting of wood. SHEa 5 or 7 A d J T 10 �N:;7 d .� �W fiJ _mn PIP z o m o 10 rrn m��m o n z UN•; TYP.HEAD& 'v e x z6� MASONRY JAMBS m o E z m m a OPENING "i \ n o cO a HINGE DETAIL a a m 9 4 d E oz c wo (1� C" Y En j U G 28 FRAME ° O XU N 0 Zy U a� v CC) cc ¢z O 1XBUCK � a a N �m LATCH d DEADBOLT DETAIL F TYP SILL � v Z CONCRETE ANCHOR NOTES: E o W i.Concrete anchor loco Hans at the comers may be adjusted to maintain the min. HINGE JAMB STRIKEJAMS N edge distance to mortorjolnts. " a 2.Concrete anchorlocations noted as MAX.ON CENTER"must be adjusted to FRAMEANCHORING of maintain the min.edge distance to mortar joints,additional concrete anchors Masonry I buck construction may be required to ensure the'MAX.ON CENTER"dimension are not exceeded. a 3.Concrete anchor table: i /iNCNOR ANCHOR MfN M!N CLEARANCE MIN CLEARANCE: w s 70 hdASONRY . 70 ADJACENT.--..`,. -r z TYPE SIZE EMBEDMENT EDGE. ... ANCHOR......:.. a ao o D TAPCON® 1/4" 1-1/4" 2" 4" z o Z ELCO D+� 8 25 14 ULTRACON® 1/4" 1-1/4" 1" 4" sue: N.T.S. a ITW ® 3/16" 1-1/4" 3" 1-1/2" DWG.BY; AL S TAPCONBY: Q WOOD SCREW INSTALLATION NOTES: DRAMNO NO.: rc 1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of FL-17184.7 6 " wood screws to prevent the splitting of wood. sNo r 6 ar 7 _ o O a i a h c 6 In •a BILL OF MATERIALS Ni° * ., 's ` y z F:'O��" om ITEM DESCRIPTION MATERIAL :�f%. ` o n yc A IX BUCK SG>=0.55 WOOD '�//�'•.. y�` >>°tow B 2X BUCK SG>=0.55 WOOD /// ��\ z a M d C 1/4''MAX.SHIM SPACE 111* e 9 z m Z Z D 1/4"X 23/4"PFH ELCO OR ITW CONCRETE SCREW STEEL �J� MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE `�;- u a 9 0 o a E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 4.56" N 4.56' �. a ua maam F 1/4"X 2-1/4"PFH ELCO OR CONCRETE SCREW STEEL �— G 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL �E a z H 1/4"X 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL °w J 1/4"X 33/4"PFH ELCO OR ITW CONCRETE SCREW STEEL ry o 3 d L #10 X 2-1/2"PFH WOOD SCREW STEEL M 48 X 2-1 M PFH WOOD SCREW STEEL 6 SEALANT SILICONE 2U HEAD d SIDE 21 HEAD d SIDE c� 7 WEATHERSTRIP Jamb Poryfiberlamb oo g� �w 9 4"HINGE STEEL o ya 10 #10 X 3/4"PFH WOOD SCREW STEEL s w o 20 JAMBFINGER- JOINT-PINE WOOD 21 POLYFIBER COMPOSITE JAMB POLYFIBER GO m-'d 27 LATCH STRIKE PLATE STEEL o 28 DEADBOLT PLATE STEEL 30 DOOR SWEEP 4.56" 4.56" "'• a a 31 OUTSWING THRESHOLD BY DLP(QOSH) ALUM./WOOD 33 INSWING THRESHOLD BY DLP ISCS ALUM./WOOD r 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS U 41 DOOR SKIN MIN.0.086'THICK)PLAST-PRO/NANYA Fy=11,063 PSI MIN. FIBERGLASS 42 TOP RAIL CELLULAR PVC a^ 43 LATCH✓3<HINGE STILE CELLULAR PVC N 0 31 Q WING THRESHOLD �ZINSWING THRESHOLD z 44 REINFORCEMENT WOOD FOR LOCKS LVL gosH is, o 45 BOTTOM RAIL CELLULAR PVC N 46 FOAM CORE POLYURETHANE 47 HINGE STILE REINFORCEMENT LVL 48 STILE REINFORCEMENT STEEL o a o G j z z Lu N F- 6 J Q z Z z DAB: 8/25 14 i scALE: N.T.S. ° DWG.er: AL DI cNK.ar: LFS 3 DRAWING NO.: R FL-17184.16 ° b OF o SHEEP ] 7 N A d l it 1 plastpro 5200 W. CENTURY BLVD. z i dm�• u LOS ANGELES, CA 90045 37.50 '% y'•.. 'So; 'o " MAX. O.A. FRAME WIDTH /i� P \\\� z o'm o I1><t\m v N..z a v Z. Z oz¢ I\ o Em m mo Oo 9 CW n �M m n:am ZGLAZED--FIBE9GDgSS-DOQR E az "INSWING/OUTSWING o �a [MFACT W w W �o Llj� Ld= Of o- zGENERAL NOTES U w U-Of �� zo i. This product has been evaluated and is in compliance with the 5th 00 00 a2D w w Edition(2014)Florida Building Code (FBC)structural requirements X? X m < Q excluding the"High Velocity Hurricane Zone"(HVHZ). z En �w 2. Product anchors shall be as listed and spaced as shown on details. o 0 a a a Anchor embedment to base material shall be beyond wall dressing or Do rn rn stucco. 3. When used in areas requiring Wind bome debris protection this product m complies with Section 1607.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2,2 of $ u p the FBC. 0 0 V J� iE - 4. For 2x stud framing construction,anchoring of these units shall be the GLAZED SINGLE DOOR same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further a e engineering analysis by a licensed engineer or registered architect. MAX. O.A. GLASS DESIGN PRESSURE (PSF) w z SWING FRAME TABLE OF CONTENTS DIMENSION TYPE POSITIVE NEGATIVE 'm SHEET # DESCRIPTION z z 1 TYPICAL ELEVATION, DESIGN PRESSURES & GENERAL NOTES 37.50" —Z u z OUTSWING X +50.0 —50,0 DATE: 8/25/14 a 2 PANEL DETAILS, COMPONENTS & GLAZING DETAIL 3 HORIZONTAL CROSS SECTIONS 96.50" G1 scue N.T.S. s 4 VERTICAL CROSS SECTIONS 37.50" MO.BY. JK m' 0 5 BUCK & FRAME ANCHORING INSWING X +50.0 —50.0 cHk.er: LFS 3 g 6 BILL OF MATERIALS & COMPONENTS 98.00" d s DrutnHc NO.: � y FL-17184.1 0 N SHEEP 1 DF 6 e 4 R:\Clients\Plastpro,Inc PERMANENT\Florida Product Approval5\FL-17184\C-Drawings\Current\FL-17184.1-Zdwg,2X a N N 10" MAX. U O.C. (TYP.) . w rn � til J Ij Ln � 1 � - N zs. �:•":: t"' OrDO 0D D Z r _ 79.00" MAX. D.L.O. HEIGHT 95.25" MAX. PANEL HEIGHT 1.742' In z �1 o m m O fWJ1 UWi 1115 w C In II I 1.584" � m rn U) N N N O m x —^{ 1.584" � m II C z o N y m m Raj o r I� m� o A Zi Z O O io a_ y O r Zm O� D 0— � m 00 � I'll 1 - :Ll( m !n - 00 C) Ii4�\� W J_ lz z M m m XO 7�D Z .. " (JI m D 0 ro Co o c) 0 �[ r (n 20.000" 641 N s.sao" co to 0 C) N m r N Z O - D r= v i2 to .. s -O_-i No.43409 ��7 PRODUCT: Documents prepared Sy:� A pIA$1pR0 Lyndon F. Schmidt 11;•'' F[OR... IN I FIBERGLASS DOOR P.E. No. 43409 '�i 1'',NAL, V a Z N 6 T r y PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. - (n 1 0422715 UPDATE TO 5TH ED. (2014) FBC �EIY el li Ul! p.0. Box 230, Valrico, FL 33595 I° 1' N0. DATE PANEL DETAILS, COMPONENTS V Phan. No.: 813.659.9197 REVISIONS & GLAZING DETAIL FBPE C.A. No. 9813 0 2014 R.W.OUILOINO CGNS —N—IND. 1 2 TtARDwAREraB1E %N Al 4 4 fr(IfNUFgC1bRER v > � MODEL � ` ��:' •':�p1' � KWIKSEi LOCK: SIGNANRESERIES 1/4" MAX. N .). Ri<=K-+n DEADBOLT: SIGNATURE SERIESV80) SHIM SPACE f— `N;.? z - O,;��v; m YALE LOCK YHCOLLECTION (np,) . m .� �Y;• . u n DEADBOLL YH COLLECTION(80 SERIES) �''•............. SCHIAGE LOCK; "PSERIES DEADBOLT: 060/62 11 11A 0 N z v ° < v o v c7mma INTERIOR \I\ o Lo J �w 13 a MM 54tm ..� tc* CO IL Eo See HardwareTable ° _ �Z 2 3 o o LLii EXTERIOR 26 C �0 7 M K J v:,, E m U 3 v 3 HORIZONTAL CROSS SECTION a W W. m 3 SHOWN W/1X SUB-BUCK m a o K N or o o � N 0 ¢ _ a a D 1/4° MAX. 1/4" MAX. L SHIM S SHIM SPA C 0.15 E PACE— L m LL 3 4 (TYP.) 0.15" (TYP.) 4 4 " CTR-SNK CTR-SNK 25 TYPICAL TYPICAL 25 o O � Lo i ':a.. 11 11A 11 11A .•p:'•• w zo N o INTERIOR INTERIOR ° a a C ti a CLT 7 z Lo 'o a O o m i ° o I 11 C5 G Q•. p Z El OATS 8/25/14 ? 79 SCAM' N.T.S. °� 23 EXTERIOR EXTERIOR 5 H 25 C 23 28 C H GwG.BY: JK m c K 28 K CRY er: LFS 3 ORAWNG NO.: C 1 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION a 3 3 FL-1-4.. 0 N •� f SHEEP 3 OF 6 0 � h R:\ClientslPlaztpro,Inc PERMANENT\Florida Product Approvals\FL-17184\C-Drawings\Current\FL-17184.1-2.dwg,4X c ' t 1/4" MAX. SHIM SPACE 0.15' (TYP.) f CTR—SNK 4, TYPICAL Ln ft Z :O —I r r _ � U1 v.v WW J ttoo En •' v" 2 Z r i Z IX 0 1/4" MAX. SHIM SPACE— Z (TYP.) 11I Ln If) r1T i• m m s' dd Z < A O X j y D � Z D A a :. O X O h N <.e...•d ° C .. G 1 n .:. . i C o. C) •' .4 j IIII'LNUZi' m � 0 � `�t\ttunFi�rr C�: No.43409 yZ7•rs�� PRODUCT: t)...rn nG Prepared By: vY x t.� PLASTPRO Lyndon F. Schmidt %�S'••�oRtaR:•����� I� I FIBERGLASS DOOR P.E. No. 43409 �1 -1 PART OR ASSEMBLY: �/{ BUILDING CONSULTANTS, INC. I0, -P V) 1 04 22 V 15 UPDATE TO 57H E0. (2014) FBC JK rl l��P.O. Box 230, Valrico, FL 33595 { N0 n DATE BY ERTICAL CROSS SECTIONS phoe No.: 813.659.9197 REVISIONS I FBPE C.A. No. 9813 0 20T4 R.W.BUILDIND CONSULTANTD rND. LO • P to d a.Qom?Jn } 7 Z �:o; m m TYP. H ice; :� <-m m'n In // " \ N>MW/2X BUCK 25 INSTALLATIONM /rrrrrrl ltpi�����\ $N°'z W/1X BUCK `', rn ` ° o z 2X BUCK N INSTALLATION n o Em S m m TYP. HEAD & a a N,2 m JAMBS a I,,a s Z 0 9 2X BUCK x " c 41 to o° a v N xx M b Q O a 0 W F O Om O!U N O �y it N O Wily '�S MASONRY MASONRY N OPENING OPENING CLW N �¢ CM a m H K 9 � o N P TYP. O ~ a a LATCH & DEADBOLT x> i'" ► HINGE LOCATIONS LOCATIONS — SGL DOOR 'm U i m BUCK ANCHORING FRAME ANCHORING IF 23 J 1X/BUCK $ y INSTALLATION CONCRETE ANCHOR NOTES: W o 1. Concrete anchor locations at the comers maybe adjusted to maintain the min. edge distance to mortarjolnts. 2. Concrete anchor locations noted as'MAX.ON CENTER"must be adjusted to 23 0 maintain the min.edge distance to mortarjoints,additional concrete anchors 23 1 X/BUCK may be required to ensure the WAX.ON CENTER"dimension are not exceeded. J INSTALLATION o 3. Concrete anchor table: 27 z 5:;:jylN` L'>LARA G %`. IN`,:' ClA.A1VCh HINGE DETAIL w/1X BUCK 1g 2X/BUCK F m ...... .................. ...::....:.... ANCIOR:::ANG71011x i`•:;:;ii!{11N:`::?i';; t;•:•:;..:....;........::..... '. :;:2;• INSTALLATION ^ z a a:x.:::....:...:..::>::::.::::,::. :;:: D MASON RY:•::•:>?::;TO ADJ......'`i: b ZKREz;'•:;':c:: 1 Nl LrAMEN1: ..:.. N< ........................................... ITW z ff TAPCON® 1/4" 1-1/4" 2" 4" 23 _z o a ELCO DATE: 8125114 ? ULTRACON® 1/4" 1-1/4" 1" 4" 23 P9 2X/BUCK sGu a " INSTALLATION N.T.S. � A ITW owc,ar: JK ® 3/16" 1.1/4" 3" 1.1/2" a TAPCON 23 STRIKE PLATE DETAIL cHK, M. LFS 3 WOOD SCREW INSTALLATION NOTES: oRnvnuc Ho.: 1.Maintain a minimum 5/8"edge distance,1"end distance,&I"o.c.spacing of FL-17184.1 0 wood screws to prevent the splitting of wood. HINGE DETA11 w/2X BUCK N •U SHEET 5 OF B T, a e i " BILL OF MATERIALS ITEM DESCRIPTION MATERIAL C 1/4" MAX. SHIM SPACE WOOD N- z �, Off; -o m H 1 4" X 2-3/4" ELCO OR ITW PFH CONCRETE SCREW STEEL �yt yam`. t J 3/16" X 3-1 4" ITW PFH CONCRETE SCREW STEEL O '���j•.• ,�5`. ? D K 30 50 SOORYHOLLOW BLOCKMCONFORM CONFORMING A TM CI90G TO ACI CONCRETE 2 22 ''�''�� �itt P►t t�` 0 m�'z U N•; L 2X BUCK SG >= 0.55) WOOD a x z d M 1 X BUCK SG >= 0.55 WOOD o t o 3 m° .w N 1 4" X 3-3/4" ITW PFH CONCRETE SCREW STEEL P 1 4" X 2-1/4" ITW PFH CONCRETE SCREW STEEL 52 DOOR SWEEP \, u r coD.a.a �4 A 1 HINGE & LATCH STILE EDGE COMPOSITE E oz 2 HINGE & LATCH STILE REINFORCEMENT WOOD c 3 TOP RAIL COMPOSITE 4 BOTTOM RAIL COMPOSITE 5 LOCK BLOCK WOOD 6 DOOR SKIN (0.069" THK.) PLAST PRO NANYA F = 11,063 PSI FIBERGLASS �y 7 FOAM CORE POLYURETHANE o 11 JAMB FINGER—JOINT—PINE SG = .42 OR BETTER WOOD N 4.562" 4.562' co �2 11A POLYFIBER JAMB POLYRBER �� N m a 13 WEATHERSTRIP FOAM —L o D_� w o� 19 #8 X 2-1 2" PFH WOOD SCREW STEEL N 3 23 #10 X 3/4" PFH WOOD SCREW STEEL o" Co 10 X 2-1 2" PFH WOOD SCREW STEEL o 0 26 LATCH STRIKE PLATE STEEL 11 JAMB a a �\ POLYFIBER JAMB 27 DEADBOLT STRIKE PLATE STEEL n z 28 4" HINGE STEEL �m r 31 ODL LITE FRAME ALUMINUM 34 #10 X 1-3/4" PFH WOOD SCREW STEEL 4 35 GLAZING COMPOUND REDI—SEAL BY ODL POLYMERIC FOAM P MERIC FOAM 36 STRUCTURAL SILICONE DOW #995 SILICONE o 37 SCREW PLUG'.: Ln En 45 OUTSWING THRESHOLD BY.DLP ALUM. WOOD W ti 51 INSWING"THRESHOLD BY DLP' ALUM. WOOD 52 DOOR BOTTOM SWEEP VINYL � 4.56" o — . N 4.563" —I Q q J o F c N lal < J 45 OUTSWING 7HRESHOLD 51 INSWING THRESHOLD _z o DATE 8/25 14 z SCALE N.T.S. ° 5 S D'NG.BY; o. GHY BY. LFS 3 DRAWMG NO, � a FL-17184.1 m N SHEET E OF 6