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WS-17-1856 Permit'NO. S-7-17-1856 �sKO1 s L,� I Miami Shores Village Permit Type:WlndoWsl8hutters 10050 N.E.2nd Avenue NE Work0assifcation:Door Replacement Miami Shores,FL 33138-0000 Perillut Permit Status:APPROVED Phone: (305)795-2204 - - FcoRYOA Issue lDaW:112012011 Expiration: 01/16/2018 Project Address Parcel Number Applicant 1160 NE 98 Street 1132050180390 FRANCES P ALLEGRA&MARYI Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell FRANCES P ALLEGRA 8,MARYBELL 1160 NE 98 Street (305)609-0091 - - -- --- - --- - MIAMI SHORES FL 33138- 1160 NE 98 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 2,800.00 CUSTOM TEN INC (305)932-3299 ...�...�. ..�. �•.. .,.,....�_,�Mw..�,_�.,,..�.-..�. .._..�. Total Sq Feet: 55 Type of Work:REPLACING TWO DOORS Available Inspections: No of Openings:2 Inspection Type: Additional Info:REPLACING TWO DOORS Window Door Attachment Classification:Residential Final Scanning:3 Review Building i Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 Invoice# WS-7-17-64632 DBPR Fee $2.00 07/20/2017 Check#: 14845 $50.00 $92.80 DCA Fee $2.00 Education Surcharge $0.60 07/20/2017 Credit Card $92.80 $0.00 Notary Fee $5.00 Permit Fee $120.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $142.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. t OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an oning�� ore, authorize the above-named contractor to do the work stated. July 20, 2017 I Aut or' ed Signature:bwnIA Applicant / Contractor / Agent Date Building Department Copy July 20,2017 1 ` J v�,,� CJ ,� r 1 ,� n / l hJ Miami Shores Village RECEIVED Building Department JUL 20 tan 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC>20«'1 BUILDING Master Permit No._9C /— 17--5 ,PERMIT APPLICATION Sub Permit No. 1/�l _� �� — I �S'5 Ca ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION F-1 RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP ® CONTRACTOR DRAWINGS �f J JOB ADDRESS:_ 0 y�/f City: Miami Shores County: Miami Dade zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):&,,ekSPlye-CL IOQSO//964'0CV hone#: 305". 10(1 9_(oaF/ Address: zz-6 0 k'_FC 71W Of City: L! X90.&K State: Zip: 3 l3 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Co�'rOE' 7-8-k)121 'c Phone#430S 737 -5�9q Address: 7_15(Z0 ALf;A AV,6 6aeC-5 fgWA City: ! State: /1l. Zip: 3 -5 l 72 Qualifier Name: 4C_K' �� Phone#: 30 f Z7 36 9? State Certification or Registration#: �� Ce I YO5- 3 0 -Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: om Value of Work for this Permit:$ �/ ©() Square/Linear Footage of Work: .�� S-F Type of Work: ❑ Addition ❑ Alteration ❑ New,,,1 E3 ,epair/Rep ce ❑ Demolition Description of Work: ,Poo/P .. )t✓- r.J' :'' " r,.i iL �7w:�+�'.A.' '�.-3."l�S�✓�.1.: ' 1 i. , Specify„color,of colorthra tile. Submittal Fee$ _V7 PQ1 d Permit Fee . �. S 1 Z(� CCF$ 1 O CO%CC$ Scanning Fee$ q Radon Fee$ 2- DBPrR$ 2 Notary$ Technology-Fee$ 0 Training/Education Fee$ 6 Double Fee$ Structural Reviews$ Bond$ Q TOTAL FEE NOW DUE$ CJ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. , ' "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature . Jd641_v",,� Signature &I y 0 oNorAGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoi /instrument was acknowledged before me this r -�ay of �� by 7-0clay of 20 ,by �y � _G C N/4Q Sv/ K. /Q who is ersonally known a I P. JI 1 who is personally known to me or who has produced as me or who has produced .� 11C�.(1 _as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sig ( Sign Print: I Q ��i K.GONZALEz Print: MY rnMM!_qS!C)hJ 44G44460Seal: NOTARYPUBUC Seal: :.....P` �IRES:November2,20202 °. Bonded ThN Notary Public Underwriters STATE OF FLORIDA Cann*FF101601 Expires 3/23/2018 APPROVED BY (-' ` G(J �, Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) M IAM NDiADE r PR N DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 1 0 08 BOARD AND CODE ADMINISTRATION DIVISION T(7 315- 90 6)31 , 599 NOTICE SOF ACCEPTANCE OA a ov/ec m 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(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 comae. This product is approved as described herein,'and has been designed to compl�6wil -the Flor*ida Building Code, including the High Velocity Hurricane Zone.- 6 6 9 6906.. 06 6666.. ,DESCRIPTION: Series"SGD-770"Aluminum Sliding Glass Door w/90°&•1r04orners—L.M.I. 6666.. APPROVAL DOCUMENT: Drawing No.PGT0130,titled"Series 770 Alum ogM. LM MpaU', she*ets • I through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by.-man u factor rsigeed apdt 6•• sealed by Anthony Lynn Miller, P.E.,bearing the Miami-Dade County Product ggftq9?Revi9fi;ij q3mp with,••• the Notice of Acceptance number and expiration date by the Miami-Dade County.EtA i4ct Control Section. MISSILE IMPACT DATING:Large and Small Missile Impact Resistant •••••• 6666.. s LABELING: Each unit shall bear a permanent label with the manufacturer';iTmq or loAp, cijy, stale,*••; model/series, and following statement: "Miami-Dade County Product Control Approved", unles§4herwise 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 portiorfof the NOA is displayed,then it shall be done in its entirety. 1 INSPECTION: A copy of this entire NOA shall bb 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 CMIAMMM)ADE COUNTY Expiration Date: February 17,2020 Approval Date: August 04,2016 Pagel PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED f 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 05/05/16, 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 • 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-A•• •• 2)Uniform Static Air Pressure Test, Loading p".RBC, TA5 2b2-94....:. 3)Water Resistance Test,per FBC, TAS 202-4;•• ;••••; 4)Large Missile Impact Test per FBC, TAS Xr-51d 5) Cyclic Wind Pressure Loading per FBC, 3-940..:: ••;�•• 6)Forced Entry Test,per FBC 2411.3.2.1,aud%AS 202'$4.. .....0 along with marked-up drawings and installation diagram of apatrminum sliding glass • door,prepared by Fenestration Testing Laboratory, Inc., TesrRep0*rt No:V.U,7554".... dated 11/01/13,signed and sealed by Marlin D. Brinson,P.E;..**: :....: (Submitted under NOA No. 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 NDA No. 09-0826.10) 1 Jorge K Plasencia,P.E. roduct Control Unit Supervisor .� NOA'No.16-0629.06 Expiration Date: February 17,2020 Approval Date: August 04,2016 E-1 1 k ` } PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. TESTS(CONTINUED) 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, VIM-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 Fined Window Test Report No. FTL-7897(Cardinal spacer), per TAS 201,202 &203-94, issued by Fenestration Testing Laboratory,dice . . 9999 9999.. (Submitted under NOA No. 15-0430.08) • C. CALCULATIONS ••• •• 9999.. 1. Anchor verification calculations and structural analysis,compl�ft with V$C.,5tn • Edition (2014), dated 01/30/15,prepared by manufacturer, si g•p•ed and sealecrb ••:••• 6ri".*0: , 6969 y 96666 Anthony Lynn Miller,P.E. •••••• •••••• •••••• (Submitted under previous NOA No. 14-0128.1.1) •••••. .' 2. Glazing complies with ASTM E1300-09 •••••• .9600. . . 9999.. D. QUALITY ASSURANCE 0 0 0 0•0•• 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,IneJor 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.Piasencia,P.E. Product Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17,2020 Approval Date: August 04,2016 E-2 . 5 } i 9 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. TESTS (CONTINUED) 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 NOA 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 under previous NOA No. 14-0128.11) G. OTHERS 1. Notice of Acceptance No. 15-1013.15, issued to PGT Industries, Inc. for their Series "SGD-770"Aluminum Sliding Glass Doors w/90° &135°comers-L.M.I. approved on 10/29/15 and expiring on 02/17/20. .... . .. ..... . ...... .... ..... .. .. .... ...... .. . . . . ....% e Jorge M.Plasencia,P.E. roduct Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17,2020 Approval Date: August 04,2016 E-3 t 'TABLE A: SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR Frame WrLEdge Min INCLUDING POCKETS &9001135°CORNERS GfO11' Ancror substrata Member Dletenae Embedmed rcn (min.2 ) _70TSFMb 1 GENERAL NOTES 1 1/4'Elco Ultmcon Ungouted CMU,(ASTM C90) Jamb only 2.1/2' 1-1/4" 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. GmLftd CMU STM C410.min.2 ksi Jamb only 24/2' 1.054" 2 DESIGN PRESSURES: Conmeta(min.335ka0 Hasd/MJamb 1" 1314' A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E13DO. 2 i/4'Elco 410 Ungmuted CMU.µ37M C-90 Jamb" 2.1rr 1-1/4' B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 300. P.T.Southern Pins SG-0.56 HeaN51111J1amb 1" 1.395• 3)ANCHORAGE:THE 33-113%STRESS INCREASE HAS NOT BEEN USED W THE DESIGN OF THIS1/4'Eko letrawn Corcrele(min.2.85 ksq HeaNsill 1" 11w PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT Ungrouted CMU(ASTM C410 Jamb 1' 1-114" WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA 912,1184 or 410 P.T.Southam Aluminum, Par(-6".0.55) Hsad/SWJamb Ur1Ir 1.058" BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. B.S.SMS, Alhanln m,bow-75 HssNSIp/Jmb are o.ow 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 3 (min.11 tivaedsdn) Steel AW H&*&S71/Jamb 319" 0.050" Steel Stud A653 W.33" H UNSIN/Jmb J/9" 0.0451' 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete min.3.275 ksi) HUNSWArrib 1-1/Y 11w NARROW JOINT SEALANT. 1/4•Elco 1&a S.S. Unpmuted CMU,(ASTM C-90) —J-27W mry 21 1-U4• 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOAJS,ANSIJAF&PA NDS FOR Appe•Garor GAmmad CMUµSTM Cao,mm.2 ksl pmut) Jambor* Y 7 WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUALP.T.Scuthem Par SG-DSS ltead/SIA/Jmb 1' 1.058' 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southern Pins(SG=0.55) Hsa&SWJamb 2176• 13/8' CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 4 2,Stow SMS W. Aumimm,W5345- H&W Jamb 3/8• 0.053" 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (rrrL 11 ttuasdsAn) SMsL A38• HowsiWJmb ar 0.05P FLORIDA BUILDING CODE;AS APPLICABLE. Steil stud,A653 G,.33 HbeNSBVJmb 358 0.0451• TEST REPORTS:FTL-5980,F L5993,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,FT L-6025,FTL-6028,FTL-6031,FTL-6033,FTL43036 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 1X ARE 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 1X AND 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 EXTRUSIONS....................21,22 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. TABLE B,SEE DETAILS ON SHEETS 4 8 5 DESIGN PRESSURE RATING IMPACT RATING PRODUCT REVISED ascomp with the Pbrlda ! Glass SEE TABLES 1,2&3 ON RATED FOR LARGE&SMALL BuildingCoodde rwe Oeavipaon(Listed from Exterior to IMerlor) SHEETS 8,7&8 MISSILE IMPACT RESISTANCE MOA-1o. 16.0629.06 6"3 7/18'Lmkhatd:(2Utss of 3578'HS Qass Mfh.WP PVB Inroriayor STANDARDS USED: rxptratlon Data 02/17/2020 G3A 2119"Lamhalad: Lees or 1/4"HIS Glass wth 00W PVB hrda er -2014 FLORIDA BUILDING CODE(FDC).STH EDITION j G4 7/16"Laminated: Utes W 116•HS Glass 1dt1.OW SG Iraod er -ASTM E13OD-OB By GIA 8/18'Larnlntlsd:(2)Utes or UP 135 Glass with.DBP BG Merlayer -ANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION MI•m ro uel nt G5 T Laminated I.6":3119"T Exterior Cap+3/8"Air Span+7/18'Lminsted;(2)Utes of 3tlr HS Glass vAth.l)AP PVB ktedayer -ALUMINUM DESIGN MANUAL,ADM-2010 -/USI-S100-07/S22010 GSA T Laminated LQ:114"T Exterior Cap+5119"Nr Span+7116'Laminated;(2)Utes of 3519"HS Glass%ft.096 so kwayW • • • 06 1"Laminated LG:WIT T Extedor Cap+319"Air Stenos+7118"Laminated;(2)Utas M 3118'HS Glad with.DBP SC�ktsRayer• "14r, }-••� • .`11 Li[14r,gbTfs: GSA 1'Lemirrtad LG.:1/4"T Exterior +5119"Air 5 +711'Lambe Utes of3119"HS Glass .OBD' 4es ANN".ANNEALED `.`'Oy..LYNN G7 7/16"Larnhreted: LIG-of 351-•AIA/Giass wash.OBD•so Im- r • • • • uI.t�� {rc�r S pfUGTHENED a •'�tcEN sF••.�p l i GDA WIV Lmrdasted: Utes of U4"ANN Glass with.O9P SG hledayer •• ••• •• "Y"_T+'Mi_a-- ___s 4' .•. I GB 1"Lamhated LO.:3119"T ExferiorGap+Mr Air S +7716"Lmhated;(2)Laos x13116"ANN Glass with.DBP SG ktarlayar 'PVB'=E.OP90EKBtu�ACl l t PVB BY KURARAY AMERICA.INC. - *' No.56765 GSA 1"Laminated L0.:114"T Exterior Glp+5t19"Air Space+7116"Lmhrted;(2)Utes of NII ANN Glass with.DBP SG"'Myer " '_.090'SENTRYGLASa BY KURARAY AMERICA,INC. � - - -- tit: -6 �j6 LU i JR a a`~wGcaofe e" ADDEDSPAGEW7oSHEE7is1dmTris iotooliowks • G E NOTES AND MAP ;�Q�••. SATE OF ;'�W AA VF7eCM.FL x427f • • >�• • • �C••... ........ roe, ,4p • • • SERIES 40 ALUM.SGD-LM IMPACT ,kqt/�v��yh JR Y 1GHa+l4 ° CARr DFAUPLA21000 ® X776 NT$ 1 -22 1 PGTO130 B P. 58705 , i ••• • • • • ••• • • i • • • • • • • • • • • •• •• 0.0 • •• •• ••• • • ••• • • EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: 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 pap:pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 1-3 t PER TABLES 1-3 CAN BE OXXXp. 1`r i r i 2)90'8 135'CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. Q> > MAX.UNIT S / i It h MAX.UNIT / / i Q 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. HEIGHT / I HEIGHT PERTABLES 1-3 / PER TABLES 13 / / I 'X'=OPERABLE PANEL, fl "O"=INOPERABLE PANEL. POST i POCIZT j P. =POCKET i-DETAIL LETTER -r`r-'-' -r`r-- ' W=WOOD OR METAL INSTALLATION 1-PANEL 2-PANEL ® "c'=CONCRETE INSTALLATION CONFIGURATIONS tZA IV CONFIGURATIONS SHEET NUMBER MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7' NOM.PANEL WIDTH NOM.PANEL WIDTH DLO HEIGHT=DOOR UNIT HEIGHT-10.125' PER TABLES 1-3 t PER TABLES 1-3 s PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" iln t g 1_;e CLn A2 ° to i'S g MAX UNIT t t I r MT 1 t I�� HEIGHT t UNIT T1 PER PER TABLES 73 � � � I��TABLES 1-3 POCKU 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS P MAX:UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PRODUCT REVISED PER TABLES 1-3 PER TABLES 13 qgAlv •s com•pwi: wlth the Flerld• Brn•I• Cor}• l� NOA No 16-0629.06 �___ t Ina, 'M 1 74 1 � If PxPtneo"D•t•02117/2020 > .UNIT e� MAX.UNIT t t / i AIR � HEIGHT )OTYP noTEEIGHT t t t +' _ PER2.THIS. PER TABLES 1-3 •• • • • TA%L€S 1-35-PANEL CONFIGURATIONS • ' " CORNER, . (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) ` _(> ` -- +oro ttnLooidrn� i L CONFIGURATIONS 't%f�t�?:'.(!~`' K VBd�RNti ` SERIES ATO ALUM.SGD-LM IMPACT •,`''�`�" 1>Hr1f4 •` • • s� srt orrw. ae A.LYNN MILLER P.E. Carr oFaurK ® saw rro NTS 2 +22 PQTD130 B P.E.s aema JR 10M0"14 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 355-7116'@ 96'HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300-1/4'@ 120"HEIGHT LOCATIONS USING DETAIL'Jw',-Je,'Kw-OR-Kc'INSTALLATION. NOM.PANEL WIDTH 1 EXAMPLE:4-PANEL X(XX IN POCKET(p)CONFIGURATION CAN BE PER TABLES 1-3 p)000(p,p)XXX OR XXXXp.OXXX IN POCKET CONFIGURATION —1�r--- CAN BE OXXXp. I Im � i 14 2)90°&135'CORNER CONFIGURATIONS CAN BE A COMBINATION MAX.UNIT , , / i o g OF ANY 2 STRAIGHT CONFIGURATIONS. HEIGHT, 95'OR 12T �SG� 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. J / _ 7('=OPERABLE PANEL, POCKETi "O'=INOPERABLE PANEL, 'p'=POCKET 6-PANEL CONFIGURATIONS DETAIL LETTER MAX UNIT WIDTH =WOOD OR METAL INSTALLATION C'=CONCRETE INSTALLATION NOM.PANEL WIDTH t �SHEETNUMBER PER TABLES 1-3 —jar--- DLO WIDTH=NOM.PANEL WIDTH-7' QP 'Qv Kw i � DLO HEIGHT=DOOR UNIT HEIGHT-10.125' MAX.UNff ,e i o $ PANEL HEIGHT=DOOR UNIT HEIGHT-1.866' HEIGHT t ; PER TABLES 1-3 i s POCKET —jar----' 7-PANEL CONFIGURATIONS MAX.UNIT WIDTH NOM.PANEL WIDTH PRODUCTREVISED PER TABLES 1-3 euiwing Ctod•with the Florida _s.r___i NOA-No. 16-0629.06 tI Expiration on 02/17/2020 1uvi MQv- AX.UNIT t 79 j g Mlam uc HEIGHT , t t / � • PER TABLES 1-3 / / • •• • / • � • • • • • POCKET-Ar •• • • • • • j 'i,^r'i aC• 8-PANEL CONFIGURAT}ON3•• •• • • ,.;'a7n, ,o,ureca7raod►awv> {�CONFIGURATIONS isr0iaf�oo i• • ALAS P70 ALUM.SGD-LM IMPACT A LYNN MILLER P.E. V �°i� o� CERTgc,tt/TN,02=0 • SCA770 NITS 3 -22 n..�e PG70130 B P.ED 58705 AR 1M10!fI ••• • • • • •s• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GLAZING DETAILS(G3,G3A,G4, G4A, G5&G5A) 7/16"NOM. 7/16"NOM. V NOM. 3/16"HS GLASS--\ 3/16'HS GLASS 3/16'HS GLASS .090"PVB .090"PVB .090"SG 3/18'HS GLASS 3/16"HS GLASS 74 3/16"HS GLASS--\ 7a 3/8"AIR SPACE 74 3/16'T GLASS 82 62 — 33 EXTERIOR 3/4"NOM. EXTERIOR 3/4'NOM. GLASS GLASS 124-12 3/4NOM. BITE BITE GLASS BITE EXTERIOR 8D a _ 79 54 54 66 7/16"LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5 9/18"NOM. 9/16"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 7a 114"HS GLASS 74 6116"AIR SPACE 74 1/4"T GLASS 62 52 83 • 3/4"NOM. 314'NOM. EXTERIOR EXTERIOR 3/4"NOM. GLASS GLASS 124.127 GLASS BITE a BILE BITE PRODUCT REVISED EXTERIOR as to P=with the Florida 91 81 a M.,,d,p Cod. 79 HOA No. 16.0629.06 64 64 EsPlratloa Dot.02M 7/2020 55 By MlamFrodmittRrcr- 9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A GLAZING NOTES: a• •• ••• i • •• •• it^'• . r. 'ANN"=ANNEALED • • • • • • • • "HS"=HEAT STRENGTHENED •• 00: •• • • • •• r S3705 "T"-TEMPERED X r "PVB"=.090"BUTACITE YKURARAYAMERICA•INC. �S-SY S : I "SG"_.090"SENTRYGLASBY KURARAY AMERICA INC. _ g^�,& .� JRaw=+e a SPACEIRS,maw rd7oT OAIVE a G QVECDETAILS AL vqA&PL 34A 0 •• • ILLS WO ALUM.SGD-LM IMPACT awe A.LYNN MILLER P.E. rara..h,x" JR 101fn%4 CENT.CFAUM 1YlA79i6 SGD-T79 NTS 4 +22 PGT0130 B P.E.t155705 ••• • • • • ••• • • I • • • • • • • • • • •• • s• •• • • • •• •• • • • • ••• • • 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'S 3/16"HS GLAS •��SG 3/16'ANN GLASS 3/8'AIR SPACE 74 3/16'ANN GLASS 7a 3/8'AIR SPACE 74 3/16'T GLASS 3116"T GLASS 82 83 314"NOM. EXTERIOR 3/4'NOM. 3/4'NOM. 124127 GLASS BITE GLASS 124127 GLASS BITE Ex1EwoR B ITE EXTERIOR a 78 � ,9 Sa 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. 3/16"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•AIRSPACE--\ 74 1/4'T GLASS 1/4"T GLASS 82 _ 83 83 3/4"NOM. 1241 3/4"NOM. EXTERIOR GLASS 12412 3/4"NOM. GLASS a BITE GLASS BITE BITE PRODUCT REVISED EXTERIOR as comp " a,ly,the Fkwhfa 81 EXTERIOR .800A-No. 16-0629.06 liding 79 sa 79 EWratl•n Data02/17/2020 55 55 By Mlam ,et Comitral 1"LAMINATED I.G.GLASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G. GLASS,TYPE G8A GLAZING NOTES: ••: . 'ANN'=ANNEALED • •• • • • • ••• • HEAT STRENGTHENED • • • • • • • • • •• ••• •• • • • •• ;,,r� ' 'P'=TEMPERED - •+ 'PVB"=,090*BUTACITE P Y KURARAY AMERICA,INC. SG'=.090"SENTRYGLASBY AKURARAY AMERICA,INC. Aa•vvmte a srAcros f07AUrl'f KDGYDNW • • G G DETAILS SSRIfFS 770 ALUM.SGD-LM IMPACT _ ''=•'; ' • • a.r o"roa. A.LYMI MILLER P.E. o.R o1 o.a.. CERr.OFAUM022M SGV37711 NTS 5 +22 MM130 B P.Exsem rn tafat4 TABLE 1: TABLE 1A:- Design A:Design Pressure(DP)and Anchor Quantities Required,(for all approved Maximum DP for all sizes:+601.60 (Water Height to Max.(+)OP configurations on Sheets 2&3) (May be limited by rade 1A) (Water MRratlan Rating) For corner astragal anchorage on 90'or 135'comer units,see sheet 11 SII Poser Haight (+)Design Door Unit Hai (Flat or Box,ase Pressure,pat Tale applies to Glass Sheet 17) Types 3,3A,6,5A,7,7A,8 DLO fLl"tr ULU79-7/(r Flush-1-1/2' am note 3 &8A and the Stile/Astragal Anchor row nc roup Anchor Group AnchorGrow Lav-2-VT +46.67 types sham bei' 1 1 2 3 4 1 2 3 4 1 2 3 4 1 1 2 3 4 1 Medum-3114" +60.0 I + + +1 +1 + 1 + C4+1 + + H' •4" +80.0 24" DLO Jamb 8 8 8 8 a 8 8 8 a 8 a 8 8 8 8 8 SEE NOTES 1-3 P-hock 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+9 7+6 7+8 Head/Sill C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C1+1 C4+1 C4+1 c 3(' DLCO Jamb 8 8 6 a 8 B 8 B 1 8 a 6 8 8 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 +8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 HeadfStll 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 04+1 36' DLO Jamb 8 8 a a 8 a 8 8 8 8 B 8 8 8 8 6 Patook 6+7 6+7 6+7 6+7 7+6 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8 OH LENGTH Heed/SIII C4+1 C4+1 C4+1 C4+1 C4+1 U+-1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 g 42' O Jamb 8 .8 6 8 8 B 8 8 8 8 a 8 8 6 a 8 .0 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+6 7+8 7+8 7+9 7+8 Head/Sill 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 C4+2 C4+2 C4+2 X ) OH RATIO21 46' DLO Jamb B B 8 8 8 B 8 6 a 8 6 8 8 8 8 6 O Pamook 6+7 8+7 1 8+7 8+7 7+8 7+8 1 7+8 1 7+8 11 7+8 7+8 7+8 7+8 7+8 7+8 7+t1 7+8 j FOR EXAMPLE ON USING TABLE,SEE SHEET 7. _L_ OH RATIO=OH LENGTH NOTES OH HEIGHT 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-114"SILL. 2)WHEN USING THE 2-1/2'SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-114'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 1A. NOM.PANEL WIDTH-7" 3)4-,3-1/4'AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112'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 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= 6)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.666" 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. PRODUCT REVISED as m wHh the Fkwlda 111.119nIt Straight Astragal Lockstile 90'Astragal Lockstile @ 135'Astragal Lockstile @ Now-uo. 16-0629.06 Interlock P-hook Lockstlle @ Jamb Assembly Straight Astragal Assembly 90'Astragal Assembly 13S'Astragal Expiration Date 02M7/2020 Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Ileavy-duty Stile By Standard Astragal Outside ComerInsi a Mlam Product Control Outside Corne Co Wide:�r • • • • Cbrmr Outside '',��`.-";,�..^,;p!..•�,•."!;. • •• • I�sidACoArer • • Corner Part#60(x2) Parc#60 Part#60 Part#60(Stile) •• Part Part 8((Comer •tart#119(Duk) Part r�a31(&n32 PartA61 Part#67(Astragal) Part#120(in.) Recelver) (Corn.&"Mount} a • • • ANCHORAGE NA41M r 10$4276• a s • rD-6•— _ �•- SWISS 770ALUM.SGD-LM IMPACT A.LYNN MILLER.P.E. of tOHOH4 ct�rr oFAurx taaae ® st oa7s NTS 6 d 22 u�.v 1DG70130 B P.E.#Sams •a• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 2: Design Pressure(DP)and Anchor Cluantl0es Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sizes:+60!-60 For carer astragal arlchoraps on 90'or 135'comer units,see shoot 11 (May be Un*W by Table 2A) Table applies to Glen Types Door H 4.4A.8,6A,7,7A,8&SA �� 1 108' 114 120' and the 801./Ntrapel types a la'OLO 7371 O /8' 0 91.718'DL 97-718'D. 1 / DLO 1D&7/6'DLO AnchorAnchornor rc up shown below. Anchor eau Anchor Group 1 ns 2 1 3 1 4 1 2 3 1 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 1 1 2 3 4 1 2 3 4 Ili + +1 + G+ 1 + * G+1 G+1 G+1 +1 C4+1 G+1 G+1 + + G+ +1 G+ + 1 +1 1 +1 1 24' DLrO Jamb 8 8 8 e 8 8 6 a 8 6 8 8 a a 8 8 10 10 10 10 10 10 10 10 10 10 10 10 to 10 10 10 P4.4 6+7 6+7 6+7 8+7 7+8 7+8 7+8 7+8 7+6 7+8 7+6 7+8 7+6 7+e 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 g+10 9+10 Zr FkadI511 2M1 G+1 G+1 G+1 GN G+1 C++1 G+1 CM1 G+1 G+1 G+1 G+1 G+1 Ga1 G*1 G+1 C40 G+1 C4+1 G+1 G+/ G+1 G+1 C4+1 Gv1 G+1 G+1 G+1 G+1 G+1 G+1 30' DLO Jamb 8 8 e 8 8 s e a $ a 8 6 6 6 e e 10 10 10 10 10 10 10 10 10 10 10 10 1D 10 10 10 P4Mk 6+7 6+7 8+7 6+7 7+8 7+8 7+8 7+8 7+8 7+0 7+8 7+8 7+5 7+8 7+8 7+11 9+9 6+9 8+9 6+9 9+9 8+9 g+9 8+9 9+10 9+10 9.10 9+10 9+10 9+10 9+11) 9+10 Fbad1511 G+1 G+1 G+1 G+1 C4h1 C4+1 04+1 G+1 G+1 G+1 04+1 C4+1 G+1 G+1 G+1 GN G+1 C4+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 C4+1 CA+1 G+1 G+1 G+1 96• D-O Jamb a a 6 8 B 8 6 8 e e e 8 e 8 8 e 10 10 10 10 10 10 10 10 10 1D 10 10 10 10 10 10 P4wmk 6+7ra 0+7 6+7 7+8 7+8 7+6 7+8 7+8 7+8 7+e 7+a 7+8 +8 7+8 7+8 8+9 6+9 9+8 5.9 a+B 8+9 8+9 8+9 9+10 9+10 9+10 9+10 D+10 9+1012+10 9+10 F'eadslit G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+7 G+1 C4+1 G+1 G+1 G+1 G+1 C4+1 G+1 G+1 C4+1 Gal G+1 G+1 G+1 G+1 G+1 C5+1 CS+1 G+1 G+1 C5+1 C5+1 Q. 47 a0 Jamb 8 a 8 8 a e D a 6 8 0 a 6 a 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 PJaok 6+7 5+7 8+7 7+8 7+a 7+8 7+e 7+e 7+8 7+8 7+8 7+8 7+t1 7+t1 7+8 8+0 9+9 a+9 8+9 8*9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 8+10 9+10 9+10 9+10 Hea&S11 G+2 G+2 G+2 G+2 CM2 G+2 G+2 C4+2 04+2 G+2 G+2 C4+2 G+2 G+2 G+2 G+2 G+2 G+2 G+2 G+2 C4+2 C5+2 C5+2 GM2 C5+2 05+2 05+2 C5+2 C5+2 C5+2 C5+2 4e' a0 Jamb 9 e 8 8 8 88 -8 a a a a a 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10P4wak 6+7 8+7 0+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+e 7+8 7+B 7+8 7+a a+9 8+9 6a9 8+9 8+8 8+9 8+9 8+9 9+10 9+1D 9+10 9+10 9+10 9+10 9+1D 9+10FbsdIS1Y G+2 G+2 G+2 G+2 G+2 G+2 G+2 G+2 CM2 G+2 C4+2 G+2 G+2 G+2 G+2 54' ow Jamb 8 a 8 8 6 8 8 8 8 8 e 8 a 9 a P-hook a+7 a+7 5+7 6+7 7+8 7+e 7+9 7+8 7+D 7+8 7+8 7+6 7+a 7+8 7+a Not available In these sizes HasdlSn 04-2104+2104+2104+2104+2 G+2 G+2 G+2 G+2 04+2 CM2 G•2 G+2 G+2 + C5+2 lX0 Jamb e e 8 8 8 6 8 8 e 8 8 6 8 8 8 8 P4=k 6+7 13+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+a 7+a 7+8 7+8 7+a 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= 2)WHEN USING THE 2.1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 31/4"SILL, TABLE 2A NOM.PANEL WIDTH-7' POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4'SILL,POSITIVE WATER DP IS 60.0 PSF MAX Sill Height to Max.(+)DIP DLO HEIGHT= (NEGATIVE PRES.UNCHANGED).SEE TABLE 2A Meter ba'b llltroe Rating) OH LENGTH Ir- 3)4-,3-1/4-AND 2-1/2'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2' DOOR UNIT HEIGHT-10.125" S81 Riser Height (+)Design SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. O (Flet or Box,sea PANEL HEIGHT= POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Pressure,psi to= � OH RATIO 2 1 Sheet 17) O DOOR UNIT HEIGHT-1.866" AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS Flush-1-112' see note 3 p NOT RATED FOR WATER INFILTRATION. 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. —Low 2-1/2' +46'87 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Median-3.114" 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE HI h-4' OH RATIO=OH LENGTH I INSTALLED. SEE NOTES 1 3 OH HEIGHT PRODUCT REVISED ascOraDMng with the Florida THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. N�Q •160629.06 t Interlock P-hook Lockstlle lamb Straight Astragal Lockstite@ 9o'Astragal Lockstile@ 135'Astragal Lockstile ExpirationD•te02/17/2020 Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal j Heavy-duty Stiles Heavy-duty Stile Heavy-dury5tile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile HeavydutyStile Heavy-duty5tlle Heavy-duty Stile By Inside Standard AstragalMI' ucoa Outside Comer Outside Come • •• • • �er :,Co Outside • • • Gylide�or • • Corner ,,,,.,,� ,,. Part#61(Stile) art 1(Stl ) Part#119(Out.) Part#61(Stile) Part#61(x2) Part#61 Part#61 Part#61 Part#118(Comer Part (In.) Parts#31&#32 Part#61 .. Part Jt67(Astragal) Receiver) (Com.&Fxd Mount) - /b r�L rwo•6p9Jatc9r P ANCHORAGE I a �0 • •• iEkl swS 770 ALUM.SGD-LM IMPACT i • •• — n..4r as A.LYNN MILLER P.E. JR 1QHdH4 o`rs c�rr.Q"At/n4Alm b'G6770 NTS 7 -22 Paml30 B P.E.055705 ( • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 3: TABLE 3A: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP shown below SII Height to Max.(+)DID For comer astragal anchorage on 90'or 135'comer units,eco sheet 11 (May b•limited by Table 3A) (Water Nitration Rating) Door U Haight Sill Riser Height T"applies to Glass Types 4,4A, 80" 84' 90' 96• for tog• (Flat or Box,sea ,(+> sign 6,6A,7,7A, 8&8A end the Stile! 89-/ 8 /8°DL 1- O •/5 Sheet 17) Pressure,psf Astragal typesshovnbelow. tar AnchorGrolq Anchor Group nc rc oup rc orOroup 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 i 2 3 4Design Flush-1-1/2" see note 3 Low-2-1 +46.87 30ry + - p• 41- s Medium-3-1/4' +W.0 17• Head'Ba C4+1104+1104+1 Ca+1 04+1 C4+1 C4+1 C4+1 9'I 0441 C4+1 C4+1 C4+1 04+1 04+1 04+1 04+1 C4+1104+1 C4+1 04+1 C4+1 C4+1 C4+1 24" DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 B 8 8 8 8 10 10 10 10 10 10 10 10 High-4' +90.0 pfioQc 8+7 6+7 6+7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+g 7+8 8+9 8+9 8+9 8+9 8+g 8+9 849 B+9 SEE NOTES 13 Design pressure 4/40,0jo3f 41-82.5 pat +1-75.0 pef 23• HeadSlg C4+1 I C4+1 I C4+1 I C4+1 CA+1 04+1 C4+t C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+t C4+1 C4+i C4+1 C4+1 C4+1 C4+1 C4+i C4+1 _ r DLO Jamb 8 8 B 8 8 8 8 B 8 8 8 8 8 B 8 a 10 10 10 10 10 10 ID 10 Palom 6+7 6+7 6+7 6+7 7+0 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 0+9 8+9 8+9 8+9 8+9 1 849 1 5+9 Design PM33ure +/-W.Opsf +/42.5 psf +/-75.0 psf 29' HaedBrs C4+1 C4+1 C4+2 G+2 C441 C4+1 G+2 C4+2 C4+1 C4+1 C5+2 C5+2 t4+1 C4+1 C6+2 tx~+2 04+1 C4+1 C5+7 C5+1 C4+1 04+1 C6+1 06+1 a " DLO Jamb 8 8 8 8 8 8 8 8 8 B 8 8 s 8 10 8 10 10 10 10 10 10 10 10 P4iook 6+7 6+7 6+7 6+7 7+g 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 5+9 8+9 B+9 8+9 8+9 8+9 8+9 De3l9r PrO33UM +/noP3f +/42.5 psf +1-75.0 pat OHLENGTH 35' HeadlSa C4+2104+2 I C4+2 C4+2 04+2 C4+2 C5+2 I C5+21 C6+2 C6+2 C5+2 C5+2 C6+2 Cb+2 C5+2 CB+2 CS+2 C5+2 C5+2 C8+2 C6+2 C5+2 C8+2 C6+2 4r DLO Jamb _ 5 g 8 8 8 8 8 8 a 8 10 8 8 8 10 8 1010 10 10 10 10 10 10 n P-hock 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 6+9 848 8+9 8+9 8+9 g+9 8+9 8+9 8+9 8+9 8+9 8+9 1 8+9 1 8+9 1 8+9 to gn Pressure 41-N.0 psf See Nato A below +l-82.6 psi +/-76.0 psi = SI OH RATIO 21 41' Head!Sa 04+2 C4+2 C5+2 CS+2 04+2 C5+2 03+2 C5+2 C5+2 C1++2 C5+2 C5+2 C5+2 05+2 06+2 08+2 CB+2 C6+2 C6+2 C8+2 C6+2 C5+2 C6+2 06+2 p DLO Jamb 8 8 8 8 8 8 10 8 8 8 10 8 8 8 10 8, 10 10 10 10 10 10 10 10 'P-hock 6+7 1 7+8 1 7+8 1 7+8 1 7+8 1 8+9 1 8+9 1 8+9 1 8+9 1 8+9 1 849 1 8+9 8+9 19+1019+10 9+10 8+9 19+1019+10 9+10 8+9 f9+1019+1019+ FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTE A:+/-90.0 PSF FOR GLASS TYPES 4,4A.6,6A.7A, 6&8A; +/-87.1 FOR GLASS 7PE 7 NOTES: OH LENGTH 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4'SILL. OH RATIO=OH HEIGHT 2)WHEN USING THE 2.1/2'SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 31/4'SILL,POSITIVE WATER DLO WIDTH= DP IS 00.0 PSF MAX.WHEN USING THE 4'SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES NOM.PANEL WIDTH-7" UNCHANGED).SEE TABLE 3A. DLO HEIGHT= 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 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 Comp ing 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. BaBdiny ode Straight Astragal Lockstite @ 90•Astragal Lockstile @ 135'Astragal Lockstile @ +toe-No. 16.0629.06 interlock P-hook Lockstile@Jamb Assembly Straight Astragal Assembly go,Astragal Assembly 135'Astragal ExpIr•tfonDate 02117/2020 Heavy-duty Stiles Heavy-dutyShce Heavy-duty Stile Heavy-duty5tile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy<IutyStlle BY Heavy-duty Astragal Outside Comer Outside Comer Mlam rouct on 01771!T4 !Far CoJIM ovm • •• • ht3ldceta Csr�er Outside •'.): �',: • • • • • Corner }. Part#61(Stile) • ••• •Partli61(Sti1E) • •Part#119(Cvt.) Part#61(Stile) _ =•`•"`��% Part#61(x2) Part 461 Part#61 Part#61 Part#118(Gamer Parts#31&#32 Part#61 Part#6S(Astragal) Receiver) Part 1(120(In.) (Com.&Fxd Mount) TT f . +osrEvsAtcorbnaui • 1� ANCHORAGE ar+svxF-ft30M e • ,m• • fes•' • • •• • SERIES 770 ALUM.SGD-LM IMPACT LYNN MILLER.P.E JR 1lY1dY4 a•re r CERT.CFAUM. S.NA770 A?9 8 •22 PGT0130 B P.E.s 56705 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • 41 NO FRAME "7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER SEE JAMB (7)P-HOOK ANCHORS, SEE"C5"CLUSTER MAX UNIT WIDTH �— DETAILS,SHEET 10 REQUIRED PERPENDK ULAR TO GLASS SEE"C5"CLUSTER DETAILS, FOR ASTRAGAL SPLICE EXTERIOR PLANE SEE TABLE 2,SHEET 7 DETAILS,SHEET 10 FOR 24"MAX.O.C. NOTE, ) INTERLOCK REQUIRES"C8" SHEET 10 FOR INTERLOCK POCKETS CLUSTER,SEE THIS AND BO"NOM. DETAILS,SHEET 11 x SHEET SEE POCKET g P-HOOK \ f PANEL WIDTH x JAMB MOUNTING( ) r------- - x x !! x x x x x x x x 8'MAX. ADAPTER I 8"MAX �x x x x x x x x x x x INSTALLATION, (° x x THIS SHEET ANCHORS MIDWAY L T MAK x &SHEET 14 BETWEEN P-HOOK I I 4 PAIRS OF ANCHORS&AT 3' i I ° —FRAME FRAME x ANCHORS .:., FROM TOP& i rc 1• i cp ANCHORS 96 (TOTALS ' 1 BOTTOM i � 14• I o UNIT 21'MAX. ANCHORS) A a MAX.O.C.' HEIGHT O.C. PER JAMB 4.051" MAX.TO OPENING H o •1 14 MAX O.C. 0®=P-HOOK EDGE OF POCKET SEE $ I O ANCHORS x (SEE JAMB INSTALLATION a •i � 1 DETAIL DETAILS'Jc'&'KV, i>-s-s °I m°=P-HOOK BELOW) END PANEL SHEET 14&PART i m n I•I i i � MOUNTING x ANCHORAGE DETAILS'J'&'K', i ` I ° 3"MAX. ADAPTER 24"MAX (2 ANCHORS) SHEET 19 FOR i h ,J I ANCHORS O.C. P-HOOK ----------- Qt--� x x x' ✓ END PANEL X "ANCHORAGE ANCHORS END PANEL x' x xx xx x X x xx xx x x' x x x 6'MAX ANCHORAGE(SEE ANCHORAGE �'-� x' x x x x x' �.+2. SKETCH BELOW) (SEE SKETCH BELOW) �•+2' "'2 '+2' ANCHORAGE ANCHORAGE CENTERLINE 8'MAX.,Iw. ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE OFPANEL 1 2.04' 24"MAX EXAMPLE:S-PANEL,2 TRACK 90"OUTSIDE CORNER-pXX=O-EXT.MOUNT POCKET ANCHORAGE PLAN: O.C. - 60"x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET T) 6, SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL _ 1 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 ANCHORS MAY BE ADDED AS NEEDED TO ALIGN THE 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1 3 SHEETS 6 8: EXTERIORHEAD OR SILL IF A SPLICE 60" I CENTERLINE OF HEAD&SILL:B"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21" OCCURS AT THE P-HOOK. NOM. •I INTERLOCK APPROPRIATE TABLES,SHEETS 8-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX PANEL SEE"05 CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C. WIDTH ETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.MAXIMUM. FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY " 5.64" "+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHORt1i CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT aw,ec, 8•MAX PRODUCT REVISED 3.5" REQUIRED AS PER THE FIGURE AT RIGHT: aonvn LINE n oomvM�wlSh the FloridaCENTER JAMBS&P-HOOKS:6'MAX.FROM BOTTOM,21'MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX ANCHOR 8•IIdMp Cod• OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6 8. SEE 2-TRACK NCA-No. 16-0628.06 FRAMEJAMB P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR Expiration Dat•02117/2020 "+2"ANCHORAGE - REQUIRES SEE""CLUSTER END PANEL CENTERLINE sr "C6"CLUSTER,SEE CENTERLINE DETAILS,SHEET 10_OF , �OF ANCHORAGE NBam • uo on • I DETAILS,SHEET II I (2 ANCHORS) INTERLOCK FORASTRAGAL ASTRAGAL S" i 4.051' —I 3. , I MAX.pw 81 aA444 • CENTERLINE •+2"ANCHORAGE--'/ CENTERLINE •+y ANCHORAGE—/ I' CENTERLINOF PANEL 5E EXTERIOR �OFPANEL3 I OFPANEL 4 r(i/ —SEE SHEET 11 FOR OTHER INTERMEDIATE C S - - h., to�leadbl°°Ynwa : • ANC130RAGESPACING&EXAMPLE PLANS if.vsece.*Lszrs • • • ar• • - X;uw n, 1�o ' • • • S ILS 770 ALUM.SGD-LM IMPACT " • "` �" A LYNN MILLER P.E. JR ttri(YfI o,k carr.d'Atmi.emxae SGI0.7m NTS 9 x22 PGT0190 B P.E)SEM ••• • • • • 0:0 •• • • • •• •• • • • •• •• ••• • • • ••• • • ASTRAGAL OR 6-DWG. ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE SPLICE LOCATION 2 INTERLOCK-�—IF NEEDED INTERLOCK—, CONDITION,USE INTERLOCK+-"IF NEEDED 2.04" CENTERLINE i CENTERLINE 'C6"CLUSTER DETAIL) CENTERLINE 3.5" 1.76" EXTERIOR 8'DWG. 7^ T 3.5" 1.75" 21' 4 MAX O.C. TwoR 2.04' 2.04" 2�. E� 21' 5.84" MAX. EXTTEEM 3.5• 7" EXTERIOR 4"DWG. 7, EXTERIOR 7� 3.5" O.C. v 2-TRACK FRAME HEADISILL v 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 6'MAX _ A ASTRAGAL OR INTERLOCK Q ASTRAGAL OR INTERLOCK CCA ASTRAGAL OR INTERLOCK 5.64 2-TRACK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FR ANCHORS ARE REQUIRED,'C4") ANCHORS ARE REQUIRED,"C51 ANCHORS ARE REQUIRED,•C67 FRAME JAMB 6"MAX. ANCHOR PAIR f4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG. FRAME JAMB INTERLOCK- IF NEEDED INTERLOCK-► CONDITION,USE INTERLOCK-1 IF NEEDED ANCHOR PAIR CENTERLINE 1 CENTERLINE I Co-CLUSTER DETAIL) CENTERLINE 3 V 2.04" 7' _ ANCHORS MAYBE INSTALLED 21" EITHER IN THE EXT.OR INT. 0 2.04• "DWG. MAX TRACK(INT.SHOWN) 4.06" 4.08' O.C. 2.04' 5.64" NOTES: EXTERXTR EXTERIOR 1. 4•DWG. EXTERJOR 3,5" 1.ALL DIMENSIONS SHOWN �l 7" ,f1, 7 n 3.5� 6"MAX ARE BASED ON MIN. v 3-TRACK FRAME HEADISILL v 3-TRACK FRAME HEAD/SILL l7 3-TRACK FRAME HEAD/SILL ALLOWED. 0 ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK Cd!ASTRAGAL OR INTERLOCK � 2.FOR HEAD OR SILL SPLICE (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER I 3-TRACK FRAME JAMB LOCATIONS/ANCHORAGE AT ANCHORS ARE REQUIRED,"C4') ANCHORS ARE REQUIRED,•C5-) ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR P-HOOK SEE SHEET 9. FOR SPLICE FOR SPLICED INTERLOCK IF NEEDED INTERLOCK INTERLOCK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR ASTRAGAL CK ( CONDITIONS ONLY: _I {FOR SPLICE � CONDITION,DO NOT CONDITION,USE USE THIS DETAIL) SPLICE LOCATION CENTERLINE I CENTERLINE I .C6-CLUSTER DETAIL) CENTERLINE IF NEEDED 1.75" 3 5• 3.5" PRODUCT REVISED 3.5' 3.5' 7' as�ompyln�with the Florida Bulldinp Codi NOA-No. 16-0629.06 2.04" 4"DWG. 2.04" 4"DWG. 2.04' Expiration Date 02/17/2020 By 14 I 2.04• 6.37"DWG. -DIAG. INlam a ac Control 4.06" 2.04• • • !' • • • • • • 3.5" (. EXTERIOR EXTERIOR T •• • i<-^-'i`L"'i ••• 7" 3.5' - - _ 4-TRACK FRAME HEAD(SILL 4-TRACK FRAME NF.A?)IS • �•• ••• 4-TRACK FRAME HEAD/SILL (�ASTRAGAL OR INTERLOCK Cal ASTRAGAL OR INTERLOCK Q ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'C6") - ANCHORS ARE REQUIRED,'C4 ANCHORS ARE REQUIRED,'C59 WITH&WITHOUT SPLICE CONDITION 4 e..r. • • • • • 1029TEa=D1 ORAGE,EXAMPLE CLUSTERS IV ; • • • • SL` IES 770 ALUM.SGD-LM IMPACT j _ — A.LYNN AILLER P.E. JR iQHNMMt wr Carr.OFAUTR IC�B SOD-770 NTS 10 +22 PG70130 B P.Ex 5!1/05 ••• • • • • ••• f • i • •• •• • • • •• •• 2.04• 2.04" INrEraoly 2.04' INTERIOR 2.04" NOTES: INTERIOR INTERIOR 7" 1.ALL DIMENSIONS SHOWN ?4-DUG. ?_1 DIAG. 8.94• ARE BASED ON MINIMUM 8.12" 6.12" 3.5' 3.5" ALLOWED. INTERIOR INTE INTERIOR 2.DETAILS DEPICT ANCHOR INTERIOR QUANTITY AND SPACING, 0 90 3. 1 ° EXTERIOR 1 " • IDENTICALAND WOULD BE EXTERIOR RIOR 4"DIAG. 4"DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. EX 3.5•1 3.5' 4 3.5' 4" TE� "+1-ANCHOR 2.04' EXT�RIO 2.04' EXTERIOR 2.04' � 4' 2.04' 7' 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 5OR6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 O 6 CLUSTER OF PANEL ANCHORS ARE REQUIRED,"�jAD ANCHORS ARE REQUIRED,-CO- ANCHORS ARE REQUIRED,•� ANCHORS ARE REQUIRED,"C6') 4.08" '+2'ANCHOR INTERIOR EXTERIOR LWERI� 4.08" "+1'ANCHOR 2.04- 4- 4" .04` '1" 7.41" 4'DIAG. INTERIOR 3.5' NITERIOR 8�' 7" 135' 3.5' CENTERLINE EXTERIOR 3 3.6" OF PANEL 4.08' 4.08' '+3'ANCHOR 5. G. 5.37 G. � CENTERLINE 3.5" 4" 3.5" OFPANEL 2.04' 4•DIAG. EXTERIOR 4" u ON 7• EXTERIOR 7• ALL •+2"ANCHOR 3.5' EXTERIOR 90°CORNER 135"CORNER VIEWS 7' 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL 0 CENTERLINE ("C6"ANCHOR CLUSTER REQUIRED ("CB"ANCHOR CLUSTER REQUIRED 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' •12. 3.5" EXTERIOR . �CENTERLINE 4' INTERIOR 5.88" OFPANEL PRODUCT REVISED INTERIOR 90 3.b• 135' "+31 ANCHOR su1Wl� Ia tM Florida 4' 7, 2.04" NDA-No. 16-0629.06 Expiration Data 02/17/2020 3.5" 4.08" sY 8.12' 8.12" RTIaoucl 7' EXTmOR 3.5' 4" 2.04' 4"DIAG. " "• • • • • • • • 3-5" pay T Y EXTERI•R 4• •• • • • • 1 CENTERLINE • •• • • • • 090 2�� OF PANEL - 90'CORNER 135'CORNER • • ♦ • • • • • 4-TRACK FRAME HEAD/SILL 4-TRACK FRAW HEADIGILL •• • • • •• 4-TRACK FRAME HEAD/SILL ('C8'ANCHOR CLUSTER REQUIRED ("CS'ANCHOR CLUSTER REQUIRED ' AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) INTERMEDIATE ANCHOR (3 ) I k 16 W. — r07drEcrddcoarnwE • A 1190RAGE,EXAMPLE CLUSTERS •• • • • SC /ES 770 ALUM.SGD-LM IMPACT °'4 °i�� A.L`NN MILLER P.E. JR faMOH4 CERT OFAUM0210a9 • 8GD7>D TS fl -22 PG70f30 B P.EP59705 • • • • • • • • • • •• • •• •• • • • •• •• • • • • ••• • • INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A.SHEET 1 MIN.OF 3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET 1 EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 EXTERIOR 2-1/16'' 2-1116"' 2-1116" NOTES: 1/4" 1/4' 114" 1.ALL DIMENSIONS MAX- MAX. MAX. SHOWN ARE BASED SHIM � r SHIM EXTERIOR SHIM ON MIN.ALLOWED. J a r a 2.METAL OR WOOD EMBEDMENT: T SUBSTRATES MAY BE SEE TABLE A, JJ USED FOR ALL FRAME SHEET 1 TYPES PER TABLE A, 2X WOOD WOOD ANCHOR TYP., 2X WOOD )wOo.ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., SHEET 1. TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A.SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1 ®2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD 'DIAGONAL O.C.IS w WOOD INSTALLATIONVww WOOD INSTALLATION \aVMETAL INSTALLATION MIN 4"(HEAD&SILL) OR 6"(JAMB)SEE WOOD ANCHOR TYP., 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.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1 SEEANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND NOTE 5,SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE 1(1/4"MAX.) 1 SHEET 1 l SHEET 1 _j 1 :.. ...r. �}" •' �• (1!4"MAX.) (1/4'MAX) T EXTERIOR I EXTERIOR EXTERIOR I ! EMBEDMENT:SEE �j TABLE A.SHEET 1 2-1116"' 2.1116"• �2-1/16" EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET.1 EMBEDMENT:SEE TABLE A.SHEET 1 ®2-TRACK FRAME SILL j6j�N 3-TRACK WOOD INSTALLATION k WOOD INSFTAALLLATION RAME SILL �METAAL INSTALLATION EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 ~I EDGE DISTANCE: SEE TABLE A METAL TYP., PRODUCT REVISED EMBEDMENT:SEE 1 SHEETI TABLE A,SHEET 1 -~ 1 /� EDGE DISTANCE: SEE ANCHOR as eom�yln�wltA the FloAda \\\II%%%%I NOTE 4,SHEET 1 6u0ding"Cod• 2X WOOD EDGE DISTANCE: 2X WOOD I SEE TABLE A, MOA No. 16.0629.06 TYP.,SEE ANCHOR SEE TABLE A. TYP SEE ANCHOR SHEET 1 luplratfon Oats 02/17/2020 NOTE 3,SHEET 1 SHEET 1 NOTE 3,SHEET 1 2-1116"' SMS ANCHOR TYP., ay 2-1118"• SEE ANCHOR NOTES Niam ue en WOOD ANCHOR TYP., &TABLE A,SHEET 1 SEE ANCHOR NOTES -� WOODANCHORTYPSEE ANCHOR NOTES .. MIN.OF3 &TABLE A,SHEET 1 • ••• ••• THREADS &TABLE A SHEET 1 • •• • • • • • BEYOND THE LYNN,* EXTERIOR ! •• • • • • ••• EXTERIOR ERIDR pl'�........4./(� iii �� EXTERIOR • • • • • • • •� METAL �.••JcGNSE''•.FP 1/4"MAX.SHIM n SUBSTRATE V il4"MAX SHIM -r�H- ••• •• • • • '•• pr 114"MAX.SHIM Nc.56705 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB ��. WOOD INSTALLATION ®WOOD INSTALLATION_ _ _ L+ METAL INSTALLATION '.C�IW f #El ,0707E0#KMDQYD4W ANC o EDETAIcs =g • • ��At.VENCE GL WIM • • • SLR/ES MALUM.SGD-LM IMPACTSE., AlYMJ MIL'17'F�P.E .AR OEW..OFAUTN.�B s00-770 NTS 12 a 22 PGTO130 B P.Es SB706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A.SHEET 1 NOTES: EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS CONCRETE CONCRETE SEE TABLE A.SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED PER TABLE TABLE A.SHEET 1 A,SHEET 1 2-1/16'• PER TABLE 2.1/18•• PER TABLE 2-116•. ON MIN.ALLOWED. A,SHEET 1 A,SHEET 1 1/4' •DIAGONAL D.C.IS EXTERIOR MIN 4"(HEAD&SILL) a 1 Tr I SHIM OR 6-(JAMB)SEE EMOT MENT: I 1/4* EXTERIOR 1/4" p�•IERIo� DETAILS.SHEETS SEE ABLE A, JMAX. MAX. SHEET 1 SHIM SHIM a PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SEGUED 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 i TABLE A.SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ga NEME DN CK FRAME LLTC CRETE INSTALLATION BCONCEK FRAME HEAD 4a 3-TRACK TINSTALLATION 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.) SHEET 1 SHEET 1 1/4 1 4 EXTERIOR :.;:.:.•.. ::•.:'..:+.•:.. EXTERIOR i - EXTERIOR .`• CONCRETE a 16" a 2-1/16 a2-1118'• PER TABLE EDGE DISTANCE: CONCRETE EDGE DISTANCE:• CONCRETE EDGE DISTANCE: A,SHEET 1 ! 'i SEE TABLE A,SHEET 1 PER TABLE SEE LEA,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 i 2-TRACK FRAME SILL 4a 3-TRACK FRAME SILL 4-TRACK FRAME SILL \,OCJ CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION EMBEDMENT:SEE TABLE A,SHEET 1 —~ i EMBEDMENT:SEE ! TABLE A,SHEET 1 -�I —1 EDGE DISTANCE: EDGE DISTANCE: PROPERLY SEGUED SEE TABLE A, EMBEDMENT:SEE CONC./CMU ANCHOR SEE TABLE A, SHEET 1 PRODUCT REVISED _y 1X WOOD BUCK TYP., os eom i�Ing with the Florida TABLE A,SHEET 1 TYP.,SEE ANCHOR Cod EDGE DISTANCE: SHEET 1 SEE ANCHOR NOTE 3, 140A'No • PROPERLY SECURED NOTES&TABLE A SHEET t 140A'No. 78 0629.06 ' SEE TABLE A, SHEET 1 2-1/18" expiration Dan 02/17/2020 1X WOOD BUCK TIP., SHEET 1 2-1/16'• SEE ANCHOR NOTE 3, CONC./CMU ANCHOR SHEETI TYP.,SEE ANCHOR CONC./CMU ANCHOR 2-1116"' PROPERLY SEGUED NOTES&TABLE A, bliam ut 1X WOOD BUCK TYP. TYP..SEE ANCHOR , SHEET 1 CONCRETE NOTES 8 TABLE A SEE ANCHOR NOTE 3, `•• 4POWCRE� • • •• OR CMU SHEET 1 CONCRETE SHEET 1 • tDRCMN • • • • • • • • ExrEwoR r': PER TABLE EXTERIOR OR CMU EXTEMOR •• �tP�,"TABLE• ••• • A,SHEET 1 y{ L'1NN PER TABLE • ti' ES' 1• • • • �0' /<< �1/4'MAX SHIM E+ • A,SHEET 1 114'MAX.SHIM • •• • • • •• —�h— • 114'MAX SHIM 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB da 4-TRACK FRAME JAMB _ No.58705 CONCRETE/CMU INSTALLATION_ He CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLATION O o.. � toroTECHIvol�ovala • • ANCI�p GE DETAILS t'�= 5 V M„y+849• • • SERIES l7OALUM.SGD-LM IMPACT •re awe onrora t.c Ai L�' fMILiPR.P:E mtau a.. CM OFAUTH.wase atvrro A" 13 >22 PG70130 B P�A'SBYoS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIREDATALL 2.693°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 o WOOD ANCHOR TYP., INFILTRATION CONCJCMU PURPOSES ILLUSTRATIVE SEE EMBEDMENT: SEE ANCHOR NOTES ANCHOR TYP.,i y® ir ANCHOR NOTES&E &TABLE A,SHEET 115pTABLE A.SHEET 1 FOR SEE TABLE A, (ALSO SEE TYP. ' " TABLE A,SHEET 1 ALL APPROVED SHEET 1 23 ILLUSTRATION,SHEET 9) ^•"' REQUIRED MIN.EDGE DISTANCE SUBSTRATES. DISTANCE:SEE ExrER1oR 3.SEE TABES 13, TS 6-8 FOR TABLE A,SHEET 1 EMBEDMENT: IRED FIOOK AND P-HOOK SEE TABLE A, P-HOOK MOUNTING 28 EXTERIOR SHEEi.1 •,?� ADAPTER CONCJCMU PHOOK WOOD ANCHOR TYP., J L ANCHOR TYP.,SEE MOUNTING ADAPTER SEE ANCHOR NOTES V P-HOOK ANCHOR NOTES&TABLE ICHOR QUANTITIES. &TABLE A,SHEET 1 CONCRETE OR EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE (ALSO SEE TYP. 2.693"MIN. CMU PER TABLE TABLE A,SHEET 1 (ALSO SEE TYP. ON SHEET 9. ILLUSTRATION,SHEET 9) EDGE DISTANCE A:SHEET 1 ILLUSTRATION,SHEET 9) P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH ANY SILL RISER PARTS#18.#20.#22 OR#24, PARTS#18,#20,#22 OR 024, 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 CONCJCMU SEE NOTE 4,SHEET 1; EMBEDMENT: ADAPTER SMS TABLE A,SHEET 1 ANCHOR TYP.,SEE TABLE A,SHEET 1 CMU PER TABLE MIN.OF 3 THREADS ANCHOR TYP.,SEE A.SHEET 1 ; ANCHOR NOTES&TABLE BEYOND THE METAL ANCHOR NOTES A,SHEET 1 SUBSTRATE 23 &TABLE A.SHEET 1 ` (ALSO SEE TYP. ALSO SEE TYP. EMBEDMENT: ( SEE TABLE A, �.`•".•.,•` :•''' ;+•`' �,. ' ILLUSTRATION,SHEETS) ILLUSTRATION, i:.:... : .:...:...:•:-:..:..'..,.;,,�; EMBEDMENT: SHEET 9) SHEET 1 r 28 SEE TABLE A, DISTANCE:SEE SHEET 1 TABLE A.SHEET 1 ":+ =' .1-1/4"MIN.EDGE DISTANCE � -�• PRODUCT REVISED 30 ".•30 f as comp Mnu v�ith tM Florida I °ullding Cod• P-HOOK SMS ANCHOR TYP., NOa.-No. 16.0629.06 SEE ANCHOR NOTES EXTERIOR P-HOOK CONCJCMU EXTERIOR &TABLE A,SHEET 1 ANCHOR TYP.,SEE 331 fl ftoration o•t•02/17/2020 ANCHOR NOTES&TABLE V (ALSO SEE Tt?. 2.693"MIN. A,SHEET 1 °r ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. 2.693"MIN. Mia ue oa EDGE DISTANCE ILLUSTRATION,SHEET 9) •• ••• • • • P-HOOK FOR USE WITH BOX SILL RISERS • • • • P-YO• Q•K FDR•USE WITH BOX SILL RISERS PARTS#19.#21,#23 OR#25, • • •• �PPR2T9#1' �i METAL INSTALLATION EXTERIOR • •• • • • • ETE TALLATION EXTERIOR �aV 4?q! ; (SEE TABLES 1 A,2A&3A MOUNT •• ••• •• • (S8ET0,BLE8 1A,2A&3A MOUNT FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY _ t7a.58705 114(sE DETAILS ►� tmniEna�oragn�E • • ANC •'?: a� o� my-4v. i• ••• SPR/ES l7OALUM.SGD-LM IMPACT � `�ir�w/,i1 R vE JR 107(1 f4 CERr.OFAUM ASM3G D rrp NTS 14 +22 PGT0130 B P.E.#69705 i • • • • • • • • • • • •• •• • • • •• •• CONFIG. EXAMPLES MAX.UNIT WIDTH MAX.UNIT WIDTH HEADER DETAIL W, MAX. NOM.PANEL WIDTH SHEET 18;INSTALLATION DLO TYP.PER TABLES 13 DETAIL$'AW&Ad, WIDTH INIMIOc SHEETS 12&13 1 NOTES: EXTERIOR 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS W. APPLICABLE.SEE DP/ANCHOR PANEL PANEL TABLES,SHEETS 8.8 FOR MAX PANEL TYPE TYPE PANEL CORNER DETAIL'NZ, PANEL HEIGHT AND WIDTH.SEE TYPE as, .ASF TYPE SHEET 19&CORNER SHEETS 18&19 FOR SECTION I A' K ANCHORAGE SHEET 11 DETAILS AND SHEETS 12-14 FOR NOM. MAX.UNIT MAX�'X' S PANEL � / Mme• HEIGHT INTERLOCK DETAIL INSTALLATION DETAILS. PANEL / DLO PER 'M',SHEET 19 2)(1)LOCK(ITEMS 75&107-110)AT HEIGHT WIDTH TYP. / HEIGHT TABLES EACH LOCKSTILE,LOCKING INTO SEE PER 13 EXTERIOR INTERIOR KEEPER(ITEM 103)AT FRAME JAMB NOTE 2 TABLES 13 OR ASTRAGAL 3 JAMB DETAIL'1213%SHEET 3)PLEASE SEE APPLICABLE X 18;INSTALLATION DETAILS ASTRAGAL&INTERLOCK X X 'GW&'Ge,SHEETS 12&13 COMBINATIONS PER DP/ANCHOR TABLES. 90" DLO WIDTH=NOM.PANEL WIDTH-T 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-1.888' 'Dv/&'Dc',SHEETS 12&13 SILICONE HOT-MELT BUM STRUCTURAL SILICONE sTr111cTt1RaI. SILICONE 8116'NOM. BY OTHERS POLYISOBl1rYLEN 1/4'NOM. FOAM WITH DESICCANT WITH NT DESICCANT 16 EXT.GLASS EXT.GLASS #8X1' PH SMS PH SMS INT.GLASS INT.GLASS KODISPACE 4SG TPS ,z5 SUPER SPACERONXT+" PRODUCT REVISED ALUMINUM ••camp bing with the Rodd• *REEMENT pOlYISO- DESICCANT FILL AREA tWlldlny • NOP-No. 16-0629.06 BUTYLENE 8/18'NOM. PANEL CORNER FRAME CORNER SEAL Explratton Date 02117/2020 VINT.GLASS LICONE SEAL DETAIL DETAIL DESICROLL-FORMED ar FAINLESS STEEL Mi•m a uet on EXT.GLAS Part a Description Material •• ••• • •EXT.GLASS124 Kommeding4SGIPSSpacerSystem i125Quanex Super Spacer nXitYith Hot Melt ButylSee this • ss128 Quanex Duraseal SpacerSheet for Materials 127 Cardinal A Edge Spacer +as DURASEALO SPACER +Z7 XL EDGE"'SPACER - � T - REFERENCE_EST REPORTS:FTL-8717,5989&8970 ��j'�]��¢(,.. 0 °7d � ADDEDSPACMImo lEa+raioorV • • AN O E DETAILS/EXAMPLE ELEVATIO N.VETAL •t 8078• • ,m • • • _ . ,y„}, ,®y • • • SERIES"ALUM.SGD-LM IMPACT re °`�•� �` A LYNN MRLER P.E. CERr.QFAUM IPM ® SGQ770 NT$ 15 +22 POTt)1� B REP 58705 � i ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CONFIG. EXAMPLES INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 �'M',SHEET 19 OPERABLE JAMB DETAIL'Ca3',SHEET 18; INSTALLATION DETAILS-GW&'Ge,SHEETS 12&13 HEADER DETAIL'A',SHEET 18; M AX DCED JAMB OETAIL'G2', ASTRAGAL HEADER DETAIL A,SHEET DLO JAMB DETAIL'G3',SHEET , LLL INSTALLATION DETAILS'AW&'Ac', SHEET 18;INSTALLATION DETAILS'L1'd 18;INSTALLATION DETAILS yyip 18;INSTALLATION DETAILS DETAILS'GW&'Gc', L2,SHEET 19 'AW&'Ac',SHEETS 12&113 SHEETS 12&13 TYP �X W&'Gc',SHEETS 12&13 SHEETS 12&13 / 90' ' f . E%TE R INTERIOR PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE PANEL PANEL PANEL PIPE INTERLOCK DETAIL R' L, D. A TYPE TYPE M',SHEET 19 MAX. 'A' C5 'OS' K' . 90* NOM. / / RNER UNIT / UNIT pETAIIL N1p SHEET 19& PANEL HEIGHT SILL DETAIL NOM. / HEIGHT CORNER ANCHORAGE MAX WIDTH TYP. SEE TABLES 'D',SHEET MAX. A PANEL SEE PER SHEET 11 DLO PER NOTE 2, 1-3 18' DLO WIDTH PER TABLES 1� INSTALL PER NOTE 2r- DLO 3 INTEWOR HEIGHT SHEET 15 DETAILS HEIGHT TABLES 1-3 SHEET 15 ��., DW&'Dc', 0 x x X SHEETS 12 43 EXTEMOR NOM.PANEL &13, L X X X X PER TABWIDTH LES MAX.UNIT WIDTH ✓� MAX.UNIT WIDTH 1� SEE FRAME& SILL DETAIL'O',SHEET 18; MAX.UNIT WIDTH PANEL CORNER EXAMPLE:0)00( INSTALLATION DETAILS CONSTRUCTION DETAILS SHEET 15 2-TRACK -OW&'Dc',SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-XXIXX(2-TRACK) JAMB DETAIL 11',SHEET 18; ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL W',SHEET 19 INSTALLATION DETAILS'Iw'& L2,SHEET 19� '1 INTERLOCK DETAIL W.SHEET 19 Ic',SHEETS 12&13 N HEADER DETAIL 1 L JAMB DETAIL'H2',SFIEET P-HOOK DETAIL V&W,SHEET 'B',SHEET 18; 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETAIL'12,SHEET 18;INSTALLATION HEADER DETAIL'17,SHEET 'I-N/'&'Hc',SHEETS 12&13 'Jc','KW&'Kc',SHEET 14 DETAILS'BW&'Bc', DETAILS'M+&'Ic',SHEETS 12&13 18;I&'Cc'.ATK)T DETAILS12&13 SHEETS 12&13 CW 8'Cc',SHEETS 12&13 MAX.UNIT WIDTH _ _ r' MAX.UNIT WIDTH PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE j TYPE TYPE TYPE TYPE PRODUCT REVISED as eom I Mtlf th•Florid• R' L' M. F 'F F MAX 8•pdinp MAX UNIT I Now-No. IS-0629.06 NOM. I NOM. UNIT HEIGHT PANEL & I / / PANEL HEIGHT Expintlon D•t•02/17/2020 PER WIDTH TYP. d / / A WIDTH TYP. / PER TABLESLHEIGHT /SEE PER U I SEE MAX• PER TABLES1-3 TABLES 1-3 I DLOTABLES 13 1�NOTE 2, S i OTE 2SHEET 15 y I SHEET 1 HEIGHT 11;:x x t • •x • • •X• X 0 1 •• • • • • • EXAMPLE:OXXXp SILL DETAIL S',SHEET 18; EXAMPLE: O SILL DETAIL T',SHEET 18; (TRACK,RICHT POCKET) INSTALLATION DETAILS 4-TRACK,BY-PASS) INSTALLATION DETAILS EW&'Ec',SHEETS 12&13 ( FW&'Fc',SHEETS 12&13 +om TEG1M0.09yosym EXAI AC,;tLEVATIONS N.VDACEN1.91273• • a • • • .., l or • •• • • SERIESP770 ALUM.SGD-LM IMPACT A LYNN MU-M RE el—,lR' 1d7WU CERT.OFAU+N.�Z9293 ® s9o-7m NTS 1s +22 POT0190 B PF.•5�705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE ASTRAGAL INTERLOCK INTERLOCK FIXED LOCKSTILE ASTRAGAL ASTRAGAL Box ouT Box wASTRAG� I LOCKSTILE E IE eo RECEIVER eo RECEIVEREXT CORNER 351�CEIVER NT CORNER EXT CORNER EXr CORNER INT CORNER EXT CORNER INT CORNER STILE W/HANDLE BOX OU7 BOX IN WI HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE 90 RECEMER W/HANDLE W/HANDLE TYPES OUT " Q� _ (f #120 #1191 #118 8 #8SINM?1 #31 INTERLOCK F PP K � OUT TR TQ TC TA TV TW GLE INTERLOCK B E P A C C IC SQ - SC SA SV SW IN R7Xwr mw" FIXED RR R S S FD FC FV FW Hoa otm 190aM LOCKSTILE wiNAnoLE D M J J nOXM w PANEL NOTES: a BOX Off 5v7 L Wi HANDLE owam 1.SEE DP TABLES 1-3,SHEETS B-8 FOR PANEL ASTRAGAL A/ SIZES&DESIGN PRESSURE. LJ I Box N f Y LEFT Q INTERIOR RIGHT 2,PANEL TYPES NOT SHOWN OR CROSSED OFF J w/�� O""y PANEL �L PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS F- ASTRAGAL T U STILE �EX7ERKxa STILE AND ARE NOT AVAILABLE. � BOX OUT 3.90'ASTRAGALS TO USE HEAVY-DUTY STILES (1IW01ln IB01TO1"! (#61),CORNERRECEIVER(#118)ANDEITHER H / / PANEL'E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND W ASTRAGAL IN LL [] T V EXTERIOR(#119)OR INTERIOR(#120)CORNER Box IN �" APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS. W tsa M PQM 4.135'ASTRAGALS TO USE HEAVY-DUTY STILES '"TDD's RT Cl CO 90LOCKSTILE (#81)AND CORNER ADDON(#31). J Wl HANDLE W EXT CORNER /� SILL RISERS OPTIONS 232• �� .z3r z 90LOCKS7ILE / /T QS Q W/HANDLE#11 �G I� -2 EXTERIOR a EXT CORNER wT ^A EXTERIOR 232" EXTERIOR EXTERIOR .062" a .062" 90 RECEIVER /v' !V'V` a 4.D55" WI HANDLE #118 a a 2.656"MT 3.305" INT CORNER 1.56T RECEMER WI HANDLE AT AS DF PRODUCT REVISED as Com i with!M Florida EXT CORNER #119 nSILL RISER,FLAT' 2D SILL RISER,FLAT SILL RISER,FLAT 24 SILL RISER,FLAT CaNWIng 90 RECEIVER CF FLUSH 1-112" GLOW,2-1 IT OMEDIUM,3-11,V OHIGH,4' NOA-No. 16-0829.08 EXT CORNER 1 75T ~1 1~ 76tr' lKplratlon Date 02117/2020 35 RECEIVER VT VS VF RIOR By Wl MANDIF EXTERIOR EXTERIOR 1 .75p a .082` Alam a roue on EXTERIOR INT CORNER 7p1 .062" 35 RECEIVER WT WS WF a~1 908' � .06r 4.055' WI HANDLE •• ��• • .555"•• � I ,. ',;1. 1}6T • • —1+I • •• • '< ' 19•SILL4t16ER��71' /�:1SILLi21SE, BOX•••23 SILL RISER,BOX 25 SILL RISER.BOX FLUSH,1-1/2' ( LOW,2-1/7 MEDIUM,3-1/4' HIGH,4` �Jp� NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6$ •/� (G = 1979TEcr•xaocra6� PAN L ES M VEAI1Cf,1FL 36275• • '� • • • a+� 1111 • • • SERIES•T76 ALUM.SGD-LM IMPACT A LYNN MILLER P.E. iNrlOns CERT.OFAuntAil�B ® 8GtY770 NTS 17 •22 PGTUi30 a PFa59795 • • • • • • • • • • ••• • • • ••• • • ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) toe FULL PANEL JAMB LENGTH eo OR et toy FULL LENGTH 14 7b d 1o7-n Fa4 14 f 106 OF JAMB 5 .WT OR 81 G3 80 OR B1 G1 BO OR 91 2-TRACK JAMB 18 2-TRACK JAMB (SHOWN 5 SEE DETAIL GI 6'LONG 3T WITH 105 W/RE ER#106 OPERABL E 80 PAP1E alp OCK PART 713 MIDFOR FIXED PAN (SHOWN WITH PANEL 756707-71 FIXED PANEL TO L P T SEE DETAIL G2 5 THE INTERIOR) �EX7ERIOR 103 tt3 75&101 1� FOR FIXED 5 gg OR 61 �I,ExTERiOR PANEL CLIP 103 is 15 5 112 18 17 FULL LENGTH ® G4 n 070X314- 1z3OFJAMB 40 80oR8t �lEx7EwoR VF"-TERIOR SMS,X 3 2-TRACK JAMB 2-TRACK JAMB �ExrewoR �tOCTEPoOR CLIP#80 OR#105 51 52 W/SCREEN 6"LONG W/RETAINER#173 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB _ (dj (SHOWN WITH ®(SHOWN WITH ®(SHOWN WITH ®(SHOWN WITH ®(SHOWN WITH MIDSPAN FIXED PANEL TO BIDH1 OPERABLE PANEL) FIXED PANEL TO It FIXED PANEL TO OPERABLE PANEL) 6o OR 67 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) EXTERIOR �EXTERXM 2 112 A j6 1 3 4 46 5 113to 5 113 5 52 51 89 EXTERIOR EXTERIOR 89 Et(TERIOR ` a a MAX.UNIT OPT.SCREEN FRAME HEAD WITH \,V ®FR' HEAD FRAME HEAD HEIGHT PER TRACK TABLES I3 VIA PRODUCT REVISED 53 69 as 8B &rRdImig �•Florld• EXTERIOR NOA-Mo. 160629.06 EXTERIOR 52 51 72 OR 73 � 72 OR 73 � 72 OR 73 bcpintlon Oats 02117/2020 46 -11 _ - 113 910 B7• 47 mat 11 Mian oe on 0 8EXTERIOR 112 8 113 . • • • 6 2-TRACK W/SCREEN E 3-TRACK• • • • • • • • 4-TRACK FRAME SILL FRAME SILL••• •• • • • • FRAME SILL r•,c. ;;TE 'ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES �` r 13,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. _ _ _ _ ?'• I�i -. _ awe a� • • • • - • o.M� -- -- - - �;c.:�, ,.• `- - - 1070 TE • VERIlCkbECTIONDETAILS - `I Dern:;..•-,_;;` N.VENAC�41 JI[71• • • • • :�.t,+,, • •• • • ALUM.SGD-LM IMPACT ryrt}.re0rw • ,. _ wr•ur.' a.ee X LYNN MILLER,P.E. JRa 10H074 ee� CERT OFAUTM 022M m SGD770 RETS 18 ✓22 PG70130 B P.E.058705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 Q wmRla et t13 118 28 7 30 tt 119 27 63 26 27 63 103 82 111 63 60 OR 61 80 OR 81 60 OR 61 29 14 65 29 120 5 85 65 EXTERIOR62 90' 111 EXTERIOR 111EXTERIOR 62 EXTERIOR INTERIOR EXTERIOR ®j (EJCT OR INT MOUNT)-HOOK FOR FLAT SLS �K EXT.MOUNT ONLP-HOOK FOR YSILLS a 90- (� INTERIOR p� `r' � so OR et 75 S 107-1 t 75 EK 07-871 81 75&1077.11 5 dZ INTERLOCK 14 113 91O.R BO 81 91 113 113 11 EXTERIOR J"'L 113 103 119 V EXTERIOR 7 6e STANDARD 90v INSIDE L1 WITH STANDARD STILES#60 a WITH HEAVY-DUTY STILES#61 N7 2-TRACK SHOHEAVY-DUTY ASTRAGAIL#68 j6Eh90'OUTSIDE CORNER � -TRACKS OWNER S ITEM#61SH (HEAVY-DUTY N,ITEM60 ' STILE)SHOWN,ITEM#80 ' 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 6.6 FOR DP (PSF)ASSOCIATED WITH STILES. ` 4 INTERIOR ( 31 LOCK PAR 758107-11 4 INTERIOR 5 4 INTERIOR 135° 6 PRODUCT REVISED as comply ng with the FloMs Bulhllnp Code NDA-Ne. 16-0629.06 Expiration Dat•02111712020 By Ri miam uct n EXTERIOR 81 32 11 5 •• ••• • • • • 109 81 758107 11 3t EXTERIOR14 • 16;IS&GORNQIi • - •�''�' %� • 2A7WK%H3Wl# • • da 135'OUTSIDE CORNER W2-TRACK SHOWN taro 7EC7n+o�0or0aroE • HOR7AL SECTION DETAILS,CORNERS ro • • • S6RIESd7DALUM.SGD-LM IMPACT •� •..e °"a~ a"' A.LYNN MILLER,RE R 1d1LY/4 n.k GVm:OFAUTH.090M scro-77o ALTS 19 >22 PGroY90 B REA 58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Item PGT PGT# Description Item PGT PGT#. Description NOTES: Dw .@ Dw .# 1)ALL ALUMINUM=6063-T6 I 17308 617308 2-TRACK HEAD 60 17325 617325 PANEL STILE 2 173D3 817303 2-TRACK HEM WITH SCREEN RAL 81 17328 617326 PANEL STILE IHEAVY OUTY) 2)ITEMS#33-39,66-59,66,78,84-99, 3 17309 617309 }TRACK HEAD 62 17327 517327 WERLOCK ADAPTOR 121&122 ARE NOT USED AND ARE 4 17312 617312 4-TRACK HEAD 63 1225 6TP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) NOT PART OF THIS APPROVAL 5 17314 617314 FRAME SCREW COVER 54 1729 71729 BLL ENO WEATHERSTRIP PAD 6 17317 617317 FRAME HEADAAMB ADD-0N 85 17328 817328 INTERLOCK SCREW COVER 3)USE OF#12 OR#13 REQUIRES 7 17304 517304 2-TRACK SILL 67 17329 817329 JASTRAGAL MIN.#10 SMS OR 3/16'MASONRY 8 17301 511301 2-TRACK SILL WITH SCREEN RAIL 68 17339 011339 HEAVY DUTY ASTRAGAL ANCHORS @ 24'MAX.O.C. 9 17307 617307 3-TRACK SILL 69 17324 017324 TOP 8 BOTTOM RAL 10 17310 017310 4-TRACK SILL 70 17350 411M WEATHERSTRIP E)MRSDN(N,ECTION MOLDED) 11 17313 617313 FRAME SLL TRACK INSERT 71 1096 71695 1-1@'X 1'X3/4'HIGH FN SEAL DUST PLUGS 12 17315 817315 FRAME SILL SCREEN ADDON OEE NOTE 3) 72 8153 78163X TANDEM ST.S1L ROLLER ASSY. 13, 17316 817318 FRAME SILL SCREEN END ADD&ON(SEE NOTE 3) 73 8153 78153N TANDEM NYLON ROLLER ASSY. 14 17305 617305 2-TR4CKJAMB 74. SILICONE DOW-M.DOWA95 OR GE-7700 15 17302 617302 2-TRACK JAMB WITH SCREEN RAL 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W.4.ONG TRIM PLATE 18 17308 617308 3-TRACK JAMS 78 7iO3=FPFX MOW X 1'FL.SS SCREW W4 TYPE-F-TP 17 17311 617311 4-TRACK JAMB 77 7103239 1032 STEEL ZINC"UT 18 17322 617322 SLL RISER-FLAT,FUJISH,1-1/2' 79 17357 617357 1'IG LEAD 19 17319 617319 SILL RISER-BOX FLUSH,1-112' 80 17359 517359 7/18'READ/FDED PANEL CLP .20 17321 817321 SILL RISER-FLAT,LOW,2-177' 81 17350 617360 9116'BEAD 21 17318 617316 SILL RISER-BOX LAW,2-112 82 1214 OM47K VINYL BULB WLATHERSTRP 22 17355 617355 SILL RISER-FLAT,MEDIUM,3.1/4' 83 81745 1745 LOWE NC,VS X 1/18'SOL SDE ADH.TAPE,POLYETH. 23 17354 617354 SILL RISER-BOX MEDIUM,3-1/4' 100 8052 48052 ROLLER A061.HOLE PLUG 24 17323 617323 SILL RISER-FLAT,HIGH,4- 101 72087 ,MMB BUMPER 25 17320 617320 SILL RISER-BOX HIGH,4' 102 1896 71696 DUST PLUG 28 17333 817333 POCKET P4100K 103 8186 78186X 1'KEEPER 27 7070 87070 NEOPRENE BULB WSTP FOR P-HOOK 104 653 7SDKEEP SCREEN LOCK KEEPER 28 17334 817334 POCKET P HOOK MOUNT 105 17344 817344 FDED PANEL CLP-5'LONG 29 17335 017335 P-HOOK COVER 108 17352 617352 FOED PANEL RETAINER-9116' 30 17348 817348 POCL�TP4100K FOR BOXRISER 107 1739 71739 HANDLE Kir-INTERIOR RAISED WITH THUMB TURN 31 17378 1 617378 135 CORNER 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE 32 17376 017376 1135 FDED MOUNT 109 531 7652SN HANDLE KIT-RECESSED NTERDR WITH THUMB TURN REMS 4051 ARE SCREEN PARTS: 110 ( 1732 78178 HANDLE KO-RECESSED EXTERIOR PULL 40 4319 612158 SCREEN SDE RAIL-LOCKSTI E 111 710X34PPSDAX 410 X3/4'PH.PN.TEK-S.S. 41 7LOCKWOSK SCREEN LOCKSET 112 1235 67578 WSTP,.270 X.170-FN SEAL 42 41818 SCREEN KEEPER SPACER SET 113 1712 64058 .1 BT X 23T FNSEAL 43 8152 88152 SCREEN INTERLOCK ADAPTER 114 71OX115PPX 610 X 1-172 44 4428 84428 SCREEN DOUBLE INTERLOCK 115 710XPFT 410 X 1' PRODUCT REVISED � 45 4317 812256 SCREEN TOP RAL 110 72W 420 X 1'S.S. .*MinRug Cwnh tM Plorld• 40 4318 612257 SCREEN BOTTOM RAL 117 72=12X 414,20X1-V2"S.S. NOA-No. 16-0629.06 47 058 7SRAZ STANDARDROLLER 118 17335 817338 90 DEGREE CORNER RECEIVER P.11p1nUen Date 02/17/2020 48 000 7SRAX STANDARD ROLLER-ST.STL 119 17337 817337 90 DEGREE OUTSIDE CORNER ASTRAGAL 49 4944 64344 SCREEN ASTRAGAL 120 17338 5117338 90 DEGREE N610E CORNER ASTRAGAL By rouet on trol 50 17349 617349 Om SCREEN ASTRAGAL ADAPTER 123 17352 017352 FRED PANEL RETAINER,7/B' 51 1692 61692 SCREEN SPLINE-.105' 52 1694 61094 SCREEN SPLINE-.150' •• 000 • • • • • •• '' 53 61818020 SCREEN CLOTH • • • • • • • • • - 54 1725 VY X4'X1118-SET BLOCK,NEOPRENE 85+1-6 • •• • • • • ••• • - - f 55 1728 JI-XC X1/18'SET.BLOCK,NEOPRENE 85+/S • • • • • • • • • _ - t 10MTEChIN0RO 9DR • APR I i` N.V9•CEWLP276• • ns • • • y .•,.: ro„ ,� • • • SER/ES10779 ALUM.SGD-LM IMPACT A.LYER,NN MILLP.E.�.1R foncvu CH7r.OFAUMAM 2A7 • seo-77D NTS 20 -22 MT0130 B REASM { • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LL-JL7U 5.069' 6.562" 1.36' 0.080" 1.38" 1s7r TLu -rLj��L 1.211" 1.605" - t 0.081" 0.062' 1.019' 0.081" 0.081" 02-TRACK HEAD 10 4-TRACK SILL SCREEN (6063-T6 AL) (6063-T6 AL) STILE 8.198" (6063-T6 AL) 6.t98" 8.526• 5.069" 0.080" F-M - -I � 1.045" O T-" 1.211" 1.505' nF 1993" 0.082" 0.081' O2-TRACK HEAD W/SCREEN TRACK �9 3-TRACK SILL (6063-T6 AL) (6063 TB AL) to 2-TRACK JAMB L-yj SOP RANL (6063-T6 AL) (6063-T6 AL) 7.105" 2-TRACK JAMB 6.221" W/ t5 SCREEN TRACK 0.080' (6063-T6 AL) -�y 1.36" Asv 1.211" 1.505" 10.875" �{ 1.38• 1.993' 0.081" O3-TRACK HEAD 02-TRACK SILL W/SCREEN TRACK L 0.062" 0.081* (6063-T6 AL) (6063-T6 AL) SCREEN BOTTOM RAIL 9.142" (6063-TS AL) 4.49" 0.081' A0.080" 7 TT7 Ffl- ,f2yy11, 1.505" 7.105" 1 OO9.141' 0.081" 4-TRACK HEAD i 2-TRACK SILL PRODUCT REVISED (6063-T6 AL) (8083-T6 AL) as comp n wHh/M Florida s�nmao NOA-No. 18-0629.08 1.5S4" 0.060" Expiration Date 02/17/2020 0.062" Dr 1.280" 0.532' 0.780" Niam a ue en L 0.060" 1.516" •• ••. . • • • • •► ; J_ FRAME HEAD/JAMB SCRE990- EN FRAME SILL SCREEN � • FRAMEIlL �� bN O ADD-ON 14 ADD-0N ©END ADfYON • • • ••• • is 3 TRACK JAMB (6063-T6 AL) (6063-T6 AL) •• Ti i . ••• • • ••• (6063-T6 AL) REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS N 38, OR 3/16"MASONRY OR 3/16"MASONRY n 4-TRACK JAMB SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24'MAX O.C. (6063-T6 AL) :. 6 (6 '.;.. arm • • • • • oryrc •..'-.'= _ mrrir 1moTrrau+d[DcrdkvF • GCI ujfUMi$ -- - ip„y,�,.� • S• ALUM.SGD-LM IMPACT �1+' art e�aaa A LYNN MIUFR P.E. JR IQ'RY14 oer Corr.OFAURL MWX • 8GP770 NTS 21 +22 PGT0130 B P.EM 58M I • •• •• • • • •• •• ••• • • • ••• • • 0.718' 0.83' 3.802' 2.304" 0.752' 3.802" F 0,752' .J 0.574' 1.163"� 0.885" 0.798' 0.062" FRAME 0.080" SILL f 0.075" 0.052"P--HOOK MOUNTBVG 0.233.P-HOOK�REW 5 COVER tt TRACK OP HOOK 28 ADAPTOR OCOVER 0.080" O P"HOOK FOR BOX RISER (6063-T6 AL) (6063-TB AL) (6083-T6 AL) (6063-T6 AL) (6063-T6 AL) (6083-TB AL) � 4" 155" 4" 2.30" 1.488" 0.080" '.739" 0.830' 0.062" 1.600 0.133' 1.600 0.062' 1.303' 080" 1.870" 1.888" 018' I 0.325' 1.974" 3.125" 13.125" 0.082" 2. 44" 31 136'CORNER O 135°FIXED MOUNT O STANDARD STILEa1 HEAVY DULY STILE 82 lO M BLOCK S lO NTERLOdC (6063-76 AL) (6063-T6 AL) (6063-T6 AL) (6063-T8 AL) ADAPTER SCREW COVER (6063-T6 AL) (8083-T6 AL) 3.979" 3.979" 4.125" . T ,1.050"(•�-�1.050" � 1.050' (•� 0.075" 4 I I 0.075' 1.645 1.645" - J L1.304' 289' ,611" 485" 3.25' 045' 0.125'" 0.281" .045' - a7 STANDARD ASTRAGAL se HEAVY DUTY ASTRAGAL 8s TOP/BOTTOM RAIL GLAZING & 7/18'GLAZING E1 9/16'GLAZING (6063-T6 (6063-T8 AL) (6063 T8 AL)6 AL) O O A ) OBEAD,FIXED OBEAD (6063-T6 AL) PANEL CLIP (6063-T6 AL) i (6063-T6 AL) 100 3" IM" 4" PRODUCT REVISED _ 0.757" 5.621" as corn 1 wBh the Florida 0.080" Rulldlnp Code 0.050" NOI►-Ne 16-0629.06 105 P NEL CL 0.709" 2.893' Explratlon Date 02/17/2020 FIXED ' U I 0.133' 0.133" i (8083-T8 AL) 1.498" 498' Dy I I 0.080' Miam ue n 550"-►{ + J. 0.709" FIXED PANEL W2`16i t23 RETAINER,7/8" • • •• • • • • • 120 90°INSIDE CORNER ASTRAGAL .,C�'`� •.�.;,' i � _ 0.080"-1 2.826' 1+7f (6063-T6 AL) t79 %63JUM& QNE�t 4T1�t •:• (6063-T6 AL) FOCED PANEL 118 90°CORNER RECEIVER 1�RETAINER.9/16" (6063-T6 AL) - (6063-T6 AL) ,om iEan rOJtvs . . ar&&OLrs a...r c&+�+ reoy • • • SeWESOIZO ALUM.SGD-LM IMPACT ,at taftut4 o.r CERT.OFAUM.12XW scorns NTS 22 +22 orr PGT0130 B n P.sW PZ, ••• • 0 0 ••• • • 3/4/2447 Online � • s er Us BC1s Home In ; Log Registration Hot Topic I Submit Surcharge Stats&Facts ; Publications FBC Staff BM Site Map I Unks Search Product Approval r USER:Public User Product Approval Menu>Product or Aoolication Seardi>Application List>Application Detail �/ _ t/ / O T7 RL# RL14569-117 Application Type Revision i Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeid-wen.com i Authorized Signature Kaede McLaughlin 000000 fbcl@jeld-wen.com • . .••• 00000* Technical Representative JELD-WEN Corporate Customer Servicd••;•• •• •••••• Address/Phone/Email 3737 Lakeport Blvd. 000000 • • • Klamath Falls, OR 976010••• •• • • • (800) 535-3936 •0000• • custom erserviceagents@jeld-wen.com,, • • 0.0• • • • • i• • Quality Assurance Representative .•.... • • Address/Phone/Emall ; • ; . ••• ; • Category •• • ••9orY Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute ` f 4 Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 I I Equivalence of Product Standards Certified By r i Product Approval Method Method 1 Option A httpsJ/Horidabuildirg.org/pr/pr app dtl.aspx?param=wGEVXQwtDquxTVBjriRcYg%2fDEHWlXNZWID0uyPOG87LWwGxpHtrgMQ*A3d%3d 1/3 3/4/2017 Florida Building Code Online Date Submitted 11/11/2015 - Date Validated 11/13/2015 Date Pending FBC Approval Date Approved 11/20/2015 Summary of Products FL# Model,Number or Name Description , 14569.1 Contours Steel, Wood Edge Full Lite Door, Outswing, 6-0"x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NI006255-R7 Certificate.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2019 Design Pressure: +60/-60 Installation Instructions Other.Product must be installed per manufacturer FL14569 R7 11 1WO509-03 Installation.Ddf instructions as stated on drawing 1WO509-03 Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3392.pdf 4 Created by Independent Third Party: Yes 14569.2 Contours Steel,Wood Edge Full Lite Door, Inswing, 6'-0"x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NI006255.02-R3 Certificate,odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2019 Design Pressure: +60/-65 Installation Instructions Other. FL14569 R7 11 1WO509-04 Installation,pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3393.12df *000 Created by Independent ThVd Party: Yes •••••• ••• •• • • • 14569.3 Contours Steel, Wood Edge Full Lite Door, Outswing, 6'-0"x 8'-0" • • • Limits of Use Certification Agency Cert ffeate • . • • Approved for use in HVHZ:Yes FL14569 R7 C CAC NI00625"- 4 Certificgte.id1 ••• •• Approved for use outside HVHZ:Yes Quality Assurance Contraet Expinetion Date • • • Impact Resistant:Yes 09/30/2019 00 • • Design Pressure: +50/-50 Installation Instructions •••••• 000• ••• • Other. FL14569 R7 11 3WO509-01"2049-07-02 Dt1E.•• •.. •. Verified By: Hermes Norerg 737,7j3• • • Created by Independent Thu d Pert: Yes • • ••• • Evaluation Reports ...... FL14569 R7 AE PER3391.D;hf • • • • i Created by Independent Third eartip: Yes,••• • :•• •; 14569.4 Contours Steel, Wood Edge Opaque Door, Inswing/Outswing,w/or w/o Impact&Non- Impact Rated Glazed Sidelites, 12'-0"x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NI011062 NI011062 01 Certificate.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact'Resistant:Yes 04/30/2020 Design Pressure: N/A Installation Instructions Other. FL14569 R7 11 3W032012FL Installation.12d Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3321.Ddf Created by Independent Third Party: Yes i 14569.5 Contours Steel, Wood Edge Opaque Door, Inswing/Outswing,w/or w/o Impact&Non- Impact Rated Glazed Sidelites, 8'-4"x 8'-0" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes EL14569 R7 C CAC NI011061-R1 Certificate.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 Design Pressure: +45/-45 Installation Instructions Other: FL14569 R7 11 1W072012FL Installation.Ddf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3322.Ddf Created by Independent Third Party: Yes 14569.6 Contours Steel, Wood Edge Opaque Door, Outswing, w/or w/o Sidelite, 8'-31"x 6'-8" htW/floridabuilding.orgtpr/pr app o.aspx?param=wGEVXQwtDquxTVBjriRcYg°/"2fDEHW1XNZW1D0uyPOG87LWwGxpHtrgMQO/oW%3d 2/3 3/4!2017 - Florida Building Code Online Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NIO11082-R1 Certificate.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/31/2019 Design Pressure: N/A Installation Instructions Other. FL14569 R7 II S-2104 Installation.Ddf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3398.Ddf Created by Independent Third Party: Yes 14569.7 Contours Steel, Wood Edge Opaque Door, Outswing, w/or w/out Sidelites, 8'-11"x 8'-0" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NI011096-Ri-NI011096 01- Approved for use outside HVHZ:'Yes R1 Certificate.pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 08/31/2019 Other. Installation Instructions FL14569 R7 •U S-2108-01.pdf 1 Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports R-14569 R7 AE PER3832.Ddf Created by Independent Third Party: Yes Back Nex: t i Contact Us:: 2601 Blair Stone Road,Tallahassee FL 32,329 Phone:850.487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request6qut send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.l ursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an emailadd•ass If they daws 6 6• i one.The emails provided may be used for official communication with the licensee.However email addresses are public retard If you do not wish to supply a • personal address,please provide the Department with an email address which can be made available to the public To de[&Aine R you are 111c�ruee�nder Chapter•• 455,F.S.,please didchere. 0000•• 66 0000•• Product Approval Accepts: • _ 0000•• • • • I - ® ®® ® 0000 � •• • •••••� • 6 • • • •••• • •• 00000 .,a � • • 000000 10000 0000• Q. .? k 00 06 0000 0000•• 66•••6 6 • I 6 • 6 1 • • 6600•• 1 6••666 • • 0 •6660• b P i r I i I i t ' httpsJ/floridabtalcing.orgtpr/pr_app o.aspx?param=wGEVXQwtDquxTVBjriRcYg%2fDEHWIXNZWlDOuyPOG87LWwGxpHtrgMQ%3d%3d 3/3 NOTICE OF PRODUCT CERTIFICATION V Company: JELD-WEN Doors Certification No.: NI011096.01-R1 3737 Lakeport Boulevard Certification Date: 05/07/2012 Klamath Falls, OR 97601 Expiration Date: 08/31/2019 Revision Date: 09/17/2015 Product: "Energy Saver/Contour" Opaque Wood-Edge Steel Door W/or w/o Sidelites (wood frame) Specification: TAS 201/202/203-94 The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number& Outswing Opaque Size Pos/Neg Pressure Rated Comments XX O/S Opaque 698"x 892" +47/43 7.5 psf Yes CTLA 696WA/CTLA 961W Double 10.0 psf* Max Panel Size: 3'0"x 8'0" w/Bump Face or High Dam Threshold Installation Details: S-2108-01 1-8 OXX/XXO O/S Doors-Opaque 7'6"x 8'2" +47/43 7.5 psf Doors-Yes CTLA 696WA/CTLA 961W Double w/Sidelite Sidelites-Glazed 10.0 psf* Sidelite-No Max Panel Size: 3'0"x 8'0" w/Bump Face or High Dam Threshold Sidelite DLO:7"x 617"(1/8"Tempered Glass) Installation Details: S-2108-01 1-8 OXXO O/S Doors-Opaque 8'11"x 8'2" +47/43 7.5 psf Doors-Yes CTLA 696WAICTLA 961W Double w/Sidelites Sidelites-Glazed 10.0 psf* Sidelite-No Max Panel Size: 3'0"x 8'0" w/Bump Face or High Dam Threshold Sidelite DLO:7"x 617"(1/8"Tempered Glass) Installation Details: S-2108-01 1-8 •• •• • • • • • •• • • • • • • . • *High Dam Threshold -- y — -National Accreditation&Management Institute,Ina /4794 Georgg Washington Memorial Highway/Hayes,VA 23072 T4 ($(14)6$4 512#*Fax: (%0,►484-5122 • • . . . . . . . . .. . . . . . . . ... . . . ... . NAMI AUTHORIZED SIGNATURE: ... . . . . ... . . .. • . . . . . . . . . . . .. •• . . • •• .. ... . . . ... . 0 NOTICE OF-PRODUCT CERTIFICATION - Company: JELD-WEN Doors Certification No.: NI011096-R1- 3737 Lakeport Boulevard Certification Date: 05/07/2012, Klamath Falls, OR 97601 Expiration Date: 08/31/2019 Revision Date: 09/17/2015 Product: "Energy Saver/Contour" Opaque Wood-Edge Steel Door w/or w/o Sidelites (wood frame) Specification: TAS 201/202/203-94 The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification 'label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number& Outswin Opaque Size Pos/Ne Pressure Rated Comments X O/S Opaque 392"x 812" +50/-60 7.5 psf Yes CTLA 696WA/CTLA 961W Single Max Panel Size: 310"x 8'0" w/Bump Face Threshold Installation Details: S-2108-01 1-8 X O/S Opaque 392"x 81" +60/-60 10.0 psf Yes CTLA 696WA/CTLA 961W Single Max Panel Size: 3'0"x ST" w/High Dam Threshold Installation Details: S-2108-01 1-8 OX/XO O/S Door-Opaque 4'5"x 8'2" +50/-60 7.5 psf Door-Yes CTLA 696WA/CTLA 961W Single w/Sidelite Sidelite-Glazed Sidelite-No Max Panel Size: 3'0"x 8'0"w/Bump Face Threshold Sidelite DLO:7"x 6'7"(1/8"Tempered Glass), Installation Details: S-2108-01 1-8 OX/XO O/S Door-Opaque 495"x 812" +60/-60 10.0 psf Door-Yes CTLA 696WA/CTLA 961W Single w/Sidelite Sidelite-Glazed Sidelite-No Max Panel Size: 3'0"x 8'o"w/High Dam Threshold Sidelite DLO:7"x 617"(1/8"Tempered Glass) Installation Details: S-2108-01 1-8 OXO O/S Door-Opaque 5910"x 8'2" +50/-60 7.5 psf Door-Yes CTLA 696WA/CTLA 961W Single w/Sidelites Sidelites-Glazed Sidelites-No Max Panel Size: 3'0"x 8'0"w/Bump Face Threshold • •• • • 0 0 • 0• Sidelites DLO:7"x 6'T'(1/8"Tempered Glass) • • • • • • • . Installation Details: S-2108-01 1-8 OXO O/S Door-Opaque 5'10"L8'2 ••+�(�-6D • 10.0 psf Door-Yes CTLA 696WA/CTLA 961W Single w/Sidelites Sidelites=Glazed 000 .. 00: '•• ; ; •' Sidelites-No Max Panel Size: 3'0"x 8'0"w/High Dam Threshold Sidelites DLO:T'x 6'7"(1/8"Tempered Glass) Installation Details: S-2108-01 1-8 - - - National Accreditation&Management IgstitWe,Int;./4VA George Washington Memorial Highway/Hayes,VA 23072 Tel: (804)694-S1247Fax: ($04)684-5122 . . . . . . . . . . . .. . . . . . . . ... . . . ... • NAMI AUTHORIZED SIGNATURE: ... . . . . ... . . . .. .. . . 0 .. .. ... . . . ... . . . {.�/T�j }QQ 74.5•MAX O.A FRAME WIDTH— 70.25"MAX. OA FRAME WIDTH �L I'E \® Steel G G I 875'W. 125" 75" 75"MULL 15.5"MAX WE 36.625"MAX OA IYP. � B4R TYP. SiDEL1TE FRAAiE WIDTH PANEL WIDTH 36"MAX. OA .875" 36'MAX TO 14'MAX.OA ENEROY$AVERA'ONTOUgB-0'WOODEDOEOPAOUESTEEL OUTSMNO W/� �L PANEL WIDTH TIP. PANEL WIDTH +I PANEL WIDTH IAfPACTDOORUN/ISWNHd 1Y17N0(?SlDELlTES GENERAL NOTES 1. i MAX D PRODUCT IS DESIGNED 70 COMPLY WITH THE CURRENT FLORIN BUILDING INACTIVE ACTIVE CODE AND HiOH VELOCITY HURRICANE ZONE?(VFIZ'REQUIREMENTS. 96" 7.125'MAX. 2. WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER 96" 22 OA D.L.O. a� LOADS TO THE STRUCTURE MAX. OA AWIDTH J. PRODUCT ANCHORS SHALL BE AS LISTED ANO SPACED PER ANCHOR LOCATION POA PANEL DRAWINGS.ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL HUGE HEIGHT 3 79.125' W DRESSING OR STUCCO. MAX. a 4,SEE TABLE 1 ON THIS SHEET 3 FOR DESIGN PRESSURE RATINGS. 97 15' 1 1197.5' D.L.O. THIS PRODUCT JdEQS THE WATER REQUIREMENTS FOR WVHZ'ZONES. SEE MAIC MAX. HEIGHT THE DESIGN PRESSURE CHART BELOW. O.A. OA 6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MLAMI-OA()E FRAME FRAME APPROVED IMPACT RESISTANT SHUTTERS. HEIGHT 7. MLAMI-DARE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED 34 HEIGHT 6 FOR SIDEUTES 4 42 iL SiDEUTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE Y1 21It L o RESIOENf1ALINSULATEDSTEEL(XX)RiComrantoaskamecwid6aas) 625' f1jM& COMPONENT CONSTRUCTIONS; 75" 625" � ,tOR Face sheets:24 ga. (0.0207 minimum thickness,Gahronized Steel A-525 DOUBLE OUTSWING IMPACT LMIT(XX) o I Q commercial quality-AKDQ per ASTM 620 with average minimum yield 37.75"MAX.OAVIEWED FROM EXTERIOR 107"MAX.O.A. FRAME WIDTH ve - strength Fy(o ,)m30u627 pat. FRAME WIDTH '8• 125" .75'MULL. 15.5'MAX. OA a- Care with 1.0 to 1.25 lbs./cf density, by m TVP. SIDELITE FRAME WIDTH CoreCore de WEN Expanded 36"MAX OA. 36.625"MAX. O.A. o JELD-WEN, INC. 875'TVP, —� —I PANEL WIDTH 36"MAX. OA 1 A MAX. OA Door Panel Consiructton:The active and Inactive panels are constructed from PANEL WIDTH PANEL IN I PANEL MOM f 24CA (0.020'mlri.)gofvanlxed steel. The face cheat tope and bottoms are a % bent 90'over the top and bottom rails. The top.LVL roil measures 1.67" r wide x 1,0"high.The steel bottom rag measures 1,67'wide x 1.21'high. T ® ® ® ® ® ® & The optional wood bottom roil measures 1.67'wide x 1.25'high. The 7.125 MAX sides of the face sheet ore.roll formed onto the LVL latch stile and 86" INACTN ACTIVE OA D.L.O. onderosa Pine hinge stile which measure 1.67"x 1.0".The interior cavity 2 MAX (G 22 0. WIDTH to b filled with polyslyrene. The face chests are glued to the polystyrene. 96'MAX, OA 43 Fixed Ute Const.:The sash to constructed from 24GA, (0.020"min.)galvanized OA JS PANE_ 3 steel. the edges o/the lace sheet are bent 90 over The potystyiane core PAN0. HEIGHT 79.125' o and glued to It.The aldeltte panels are routed to receive the OOL Up Ute HEIGHT MAX Frames or the optional Trinity Ught Frames. (See sheet 7 for glazing 975, OA details.) The the frames are wet glazed on the Interior and exterior. 97.5' MAX O.L.O. ED Frame Construction The frames aro constructed from Ponderosa Pine Jambe MAX. OA HEIGHT measuring 1.25•wide x 4.563'deep. The door and sidegte head 'mbs are OA FRAME mortised and butt jolned to the side jambs and attached with(3f 1ti6rt 2' FRAME d HEIGHT HEIGHT o x 7/16"crown wire staples. The units use a high dam bump face Imperial 34 � J4 •� ed threshold measuring 5.25'deep x 1.75'high or a standard bump face 4 42 Pemko threshold measuring 4.041'deep x 1.0'high. The thresholds aro attached to the frames with(3) 16GA. 2'x 7/16'crown wire atopbs. 21 2 • • i i i ••• i i ••• �oS'oS' • •• • • • • DOUBLE OIRSWING IMPACT a eu^h k •• • • • • ••• • I F�� UNIT(0 001 W/NON-IMPACT 3 TABLEOFCONIENfS 625` • • • • • • • .625' % z SIOEUiFS 16EIVED FROM EXTERIOR Mo ESCRiPTION ••• •• • • • 0•0• SINGLE OLOSWING IMPACT xuR!X) - 1 GEN NOTES AND TYPICAL ELEVATIONS TABLE 1: wEWEO FROM EXTERIOR ^b� "�^9"� �i `` !V p �i aAtE 11-15-01 Z VERTICAL.CROSS SECTIONS AND BRL OF MAIERl41S miwstiruoxuaar .O Prepared By SCALE: N.T.S. 3 HORIZONTAL CROSS SECTIONS AGNTRA NG IOIEItE IFR �/ FACE W Q411 ? .�-• 4 HORIZOEAt CROSS SECTIONS AND TES 7 owo.BY: WLN 5 ANCHORING LOCATIONS AND DETAILS SAVCfE 06lR OX X0.lxo)� sA Psf•8O Pei+so" • 0 f T Q CM.BY.. RW B ANCHDRI LOCA NS DETAILS W MON t►?ACT O P;' 44 owAxAwo No.: 7. GLAZING DETAILS. DOUBLEsOt10t►UtATtiO(OU'bfQ aa0j • �� ` a ,� ?`�� BULDiNG DROPS,INC. 5-2108-Oi _. 81 UNiT COMPONENTS W/WD NON-IMPACT STONES i�7 pef-43 pet +47 pal-43 pet r*it,ems. � � Phony 407-644-6957 FIRE a n �:osre Far 407-644-2366 SHEET 1 of 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CONCRETE/ 57 110 WOOD CONCRETE/ 51 10 WOOD MASONRYMASORY1 DOOR SIM FACE SHEET 240A. 0.020 IN. - STEEL 1,50" BY OTHERS SCREWS 1,50" BY OTHERS SCREWS 2 FRAME kEAD FINGER JOINTED PONDEROSA PINE WOOD MIN. MIN. 3 FRAME HINGE JAMB FINGER JOINTED PONDEROSA IN WOOD EMB. ; SEE NOTE 2 .' :. SEE NOTE 2 4 FRAME TCN JAMB FINGER JOINTED PONDEROSA PINE W000 0.25" ':E.:.''•:...' f i; :.+' 19 SHEET 1 0.25" EMB. a- ,,, 19 MAX ,•. MAX, SHEET 1 5 4'x 4' UR HINGE 12 . BY ERSIM SHIM 20 SHIM 20 6 9 X I"PFH WOOD SCR t9 E i0 DOOR 7DOOR LATCH STILE LVL C) O 2 44 B 4 ALUMINUM Z jji/ % / // 9 WOOD DOOR BOTTOM RAIL WOOD 10 COMPRESSION WEATHERSTRIP FOAM Z SEE DETAIL 7 11 SEE DETAIL 7 32 11 DOOR TOP PAIL LVL ON SHEET 5 3 , ON SHEET 5 12 STEEL DOOR BOTTOM RAIL STEEL 1 13 DOOR HINGE STILE WOOD 31 14 10 x 1 314'PFH WOOD SCREW STEEL c?a CE ' EE NOTE 6 ON . ' 1 7 29 SEE.NOTE 3 OA 15 LOCK BLOCK LVL ,,,..... SHE 4 10 SHT 4 16 3.16 ITW TAPCON ANCHOR W1 1 114'MIN. EMBED. STEEL 1.75'MIN 1.75"MIN. 17 EXPANDED POLYSTYRENE 1.0 to 1.25 Ib. cf DENSITY BY JELD-WEN FOAM 18 HIGH DAIA BUMP THRESHOLD BY IMPERW ALUMINUM PANEL THK PANEL THK. 77 36 19 2x WOOD SUB BUCK WOOD 17 10 SHIM 0.25 MAK.INK HIGH OM17Y PLASTIC OR SEE.NOTE 2 GREATER - 21 KWIKSET 400 SERIES KNOB STEEL ON 23 �'• 97.5" :" 96.0" SHT. 4 38 22 KWIKSET 700 SERIES DEADOOLT NOT SHOWN STEEL zo f�{j�glQg j •�gigg 23 8 x 1 112-PLASCREW ODL UTE FRAME STEEL MAXMAX24 8 x 2 PFH WOOD SCREW STEEL 'x O.A. ''k'"` OA. 37 25f x 2 112'PFH WOOD SCREW STEEL FRAME >•9 1 PSB 0,125'MIN: 26 0 x 1 PFH WOOD SCREW STEEL HEIGHTHEIGHTGLASS THIO. 27 0 x 2 PFN WOOD SCREW STEEL 28 MULLION CAP WOOD � � 1NMRIOR 29 SI00011E CAULK CR LAWRENCE 33 G SILICONE �� t Nom'+ 10 " <=c^'' 97.5" 96.0 JO GLAZING COMPOUND QSD BY OOL SILICONE a m m MAX, FOR OPTIONAL MAX• 31 -BRAD TRIM NAZI 16GA. x 314-LONG STEEL o 3/16"TTW 33O.A. 1/2"&1'I.G. O.A. 32 318-QUARTER ROUND SIDEUTE STOP WOOD w 1 TAPCON 76 FRAME SEE SHEET 17 PANEL 33 CORNER BLOCKS FOR Ll DOOR BOTTOM RAIL MDF 12 HEIGHT HEIGHT 34 SCHUGE KNOB SET F51 STEEL 18 35 SCHLAGE DFADBOLT 18360 NOT SHOWN STEEL & 9 36 SIDEUTE STEEL FACE SHEET 24GA 0.020 MIN. STEEL STEEL a a SEE NOTE 2 ON 37 Ila'TEMPERED GLASS LAY PPG GLASS —_� SHE 4 23 38 OlN LITE FRAME SC HP POL1T'ROP. THERMOFlL-P6-30FM0391 POLYPROP: 39 PRESSURE TREATED MULLION BAR (1/4-x 4 9 16 x 97 1/2P.T. WOOD .625" 40 ALUMINUM EXTRUDED ASTRAGAL BY IMPERIAL ALUMINUM • :'' , 38 41 ASTRAW.STRIKE PLATE BY IMPERIAL STEEL 1.25' MIN.1.75' 2.5' CONCRETE/ 42 YALE KNOB HERITAGE SERIES STEEL MIN, MIN. EDGE DISI I MASONRY J6 43 YALE DEADBOLT HERITAGE SERIES NOT SHOWN STEEL EMB• BY OTHERS 44 SIDELITE FRAME HEAD,SILL AND JAMBS(FlNCER JOINTED PONDEROSA PINE) WOOD (A1 VERTICAL CROSS SECTION EE NOTE 6 ON 17 WIT HIGH DAM THRESHOLD SHL 4 29 " 45 LITE fRAA1E BY TRINITY FOR 1 2 I.G.U. POL1T'ROP. 3 3/16•ITW 16 32 47 112"INSULATED TEMPERED GLASS BY TRINITY AMPAC P GLASS P. o �, TAPCON 48 1 INSULATED TEMPERED GLASS TY FOR I' BY TRINITY'AMPAC GLASS 3/16"I1W t 6 ::.,`• `;,':. TAP '`' SEE dETAII 7 • •• •N(iTE 3• • 49 UTE FRAME SCREW 8 x 1 112-LONG PANHEAD 8Y TRINITY) STEEL f' • T1. • • • TNG COMPOUND DOW 1199 SILICONE o o c ON SHEET 5 • �� Ti 4• • u 10 WOOD INSTALLATION SCREW wl 1.50MN. EMBEDMENT STEEL. ^N N N 8 + 44 �\ 1 • •• 52 4 DOOR LATCH STRIKE PLATE STEEL d 3 �\ `• •• s• • • R LATCH DEAD BOLT STRIKE PLATE / STEEL -o �% E QATF "% `n • .625' : '.. r i•::'" ' ? L T i-15-01 - " +>,, :., • _ t: 7 .O Prepared 11y SCKe, N.T.S. - i ••• Dwo. af: WLN 1,25" 2.5"MIN. CONCRETE/ iMN" 1.75" Z5"AQN� •��/ • • • `* . MIN. EDGE DIST. MASONRY MIN, SEDGE WT. • •81OTHER9 • • • = 9 . T c o � ® cHx,sr: RW EMB. EMB. • •• • • • • • • • BY OTHERS ��p•�. p•:'t,�: oq,�wiNo No.: • • ••• • i �` a' 2 41 BUILDING DROPS,INC. ®1 VERTICAL CROSS SECTION �l VERTICAL MISS S•ECT10N � uwa N �� S-2108-01 WITH STANDAR BUMP FACE THRESHOLD AT SIDELIfE SASH '' >e Phone. 407644423667 steer L of L ••• • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE NOTE 2 19 20 4 52 7 1 15 SEE.NOTE 2 SHEET 1 21 42 34 13 6 5 6 3 20 19 SHEEP 1 SEE NOTE 4 25 2 ON SHTSEE .47 $ ON SHT. 4 Lk E1�E6LQB EXIfRL4@tj ? 1.75"MIN. Q a 0 N a \ PANEL THK. ' .•�.• a 1 u 44 \\ // a8 INTERIOR I / / a a ,a ... 'y 51 10 • \\\ 17 1 17 1 10 51SEE-DETAIL to xN :. ON SHEET 55 SOEE N DETAIL 5 / , ' CONCRETE/ gv) SHEETMASONRY i BY OTHERS i Cil HORIZONTAL CROSS SECTION fR 0.25"MAX. n HORIZONTAL CROSS SECTION n LA H JAMB 7 8 CK 0.25"MAX. 1,50"MIN. f SHIN HINGE JAM 70 RUCK SHIM CONCRETE/ EMBED. 1.50"MIN. x MASONRY EMBED. BY OTHERS SEE NOTE 1 26 ON SHT. 4 40 ASTRAGAL THROW BOLTS (2) TOTAL; (1'EACH) a 17 1 7 40 52 7yl Y'S 21 42 34 f.XIE6l4B 0,31"DIA x 9.0"LG. AT TOP A BOTTOM ` INACTIVE X8146 ACTIVE SEE NOTE 26 1 SHL 4 1.75'MIN •• • • • • •• DETAIL 1 PANEL THK • • • • • • • • ASTRAGAL TO STILE ATTACHMENT • • •• • • • • • NOTE REM 24 NOT SHOWN THIS m w • •: : : :•: +• VIEW FOR CLAW11111111, S SEE NOTE 4 SEE DETAIL ��qtr •. Q '�� arE IT-15-01 — ON SI{T. 4 24 I ON THIS 10 1 1 _ __ _ r: '• 7 -0 Piapnrcd By: SCAM. M.T.S. SHEET • ••• • • • * ; �."� _ owo g WN i i •• i s = fl T Q CHK.BY: RW HORIZONTAL CROSS SECTION •+ • • • • •• r ••' onevmw MD.: A IA ASTRAGAL- 0 P�7"�� BUILDING OWS, INC. ••• • • • •+• • �� a .i.•a �� Phone:407-644-6957 5-21 D8-0 i FM 4 �,,, Faa:407-644-2366 steer�i of • • • ••• • • •• • • • • • • • • • • ••• • • • ••• • • r 3 SEE NOTE 4 24 44 28 31 4 52 7 1 15 21 42 34 13 6 5 6 3 28 31 44 14 SEE NOTE 7 ON 5Hi. 4 ON SHT, 4 32 I SEE NOTE 3 FXL�QB 36 17 38 0 31 -+ � ON SHT. 4 ffi�H 1,75"MIN. C3 o PANEL THK 3 FOR OPTIONAL 1/2.'& i"I.G. 1 36 / 10 SEE NOTE 2 3 SEE SH SEE NOTE 6 �\\' - 25 1 17 SEE NOTE 5 25 � . ON SHT. 4 29 \ SEE NOTE 5 17 1 ON SHT. 4 / / \ ti / \ 29 SEE NOTE 6 z'ol ON SHT. 4z A, ON SHL 4 \ ao o SEE DETAIL 5 SEE DETAIL 5 ON SHL 4 0.75' ON SHEET 5 ON SHEET 50.75" FOR OPTIONAL o 39 39 1/2"& 1'I.G. a �o SEE SHEET 17 o I &z HORIZONTAL CROSS SECTION (P HORIZONTAL CROSS SECTION AT SfOELITE TO LATCHf JAMB AT SIDELITE TO HINGE JAMB �z m �� 110 WOOD o NOTES, 51 SCREWS d o CONCRETE/ SEE NOTE 2SEE NOTE 3 o 1. SPACING FOR ITEM 126 THE 110 x 1'PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS MASONRY 19 SHEET 1 31 3 0 `- AS FOLLOWS: FROM THE.TOP DOWN & THE BOTTOM P• 1.0, 2.5; 4.0, 5.5", 13-07, ON SHT. 4 18.0'&26.0'. BY OTHERS a Z SPACING FOR ITEM 123 THE 18 x 1 1/2'PUSCREW IS AS FOLLOWS: 20 4 0.13"MIN. FOR OPTIONAL TOP& BOTFOU, HORIZONTALLY SIDELITE PANEL 3.0"IN FROM EACH CORNER. 32 36 38 CLASSTHK, 1/2 & 1"I.G. ON THE SIDES. VERUCALLY. FOR THE SIDELITE PANELS, 3.07, 13.5: 24.5", 36.0-, 46.0, 57.5, 68:5"& 79.0" SEE SHEET 17 J. SPACING FOR ITEM 1Ji THE 16GA x 314''BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDELITE AND •� THE MULLION CAP TO THE MULLION BAR VERTICALLY, IS AS FOLLOWS: TOP&BOTTOM HORI NT I Y• 1.25"IN o FROM EACH CORNER WITH (1) NAIL MID-SPAN. �\ EXTERIOR ON THE.SIDES VERII AL I Y: 1.25"FROM EACH END &SIX MORE EQUALLY SPACED ON THE FIELD, 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM 125,A 18 x 2 1/2'PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLAY TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 124, A 18 x 2" •� � � PFH WOOD SCREW. P •• 5. SPACING FOR ITEM 125 THE 18 x 2 1/2"PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER A7.THE MULLION, ' IS AS FOLLOWS: 6.0'FROM EACH VERTICAL CORNER WITH (5) MORE SCREWS EQUALLY SPACED ON THE FIELD, • \ 6. THE SIDELITE PANEL IS SECURED INTO THE SIDEUTE JAMB W/ITEM 129 SILICONE CAULK ON THREE SIDES pD••• • • •4 i 3/8"QUARTER ROUNDS SECURED WITH ITEM 131 BRAD TRIM NAILS x 3/4'LONG. • • • • • r' SEE NOTE 2 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM 127,A 110 x 2'PFH SCREW. WHEN•APA • •., ONST. 42 CHIN 3 =o b • HORIZONTAL CROSS SECTION ^F THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 114, A 110 x 1 3/4"PFH WOOD-SCREW► + • i •�' \� TuS1 ITE TO BUCK •• ••• •• • •. •• SEE NOTE 6 ��tRt�� 8. SPACING FOR ITEM 149 THE 16 x 1 1/2"PANHEAD SCREW(TRINITY UTEPRAME) IS AS FOLLOWS 29 ON SHT 4 ��ES F• 11, w~a SID I ITEFReM FROM THETOP DOWN RTTCA I Y•5.63 14.5, 23,25, 32.06, 41, 49.75', 58.56" 67.38'& �� aA1e 11-15-01 76.31 ., SEE DETAIL 5 '• 'p SIDELfTE DEFRAME TOP& BOTTOM FROM THE LEFT.• 3.13"& 6.88'. • ••• • •• ON SHEET 5 7 'O " Prepared BY sake N.T.S.- 9, USE ITEM At WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD&JAMBS. USE ITEM 125 WHEN INST4UNG:NTO `•d =* , "* ' owa ar WLN MULLIONS. USE ITEM 16 WHEN INSTALLING INTO CONCR 0.25"MAX. 1 ETE/MASONRY SUBSTRATE AT SlDELTTE SILLSr • • • • • • • • cwc.BY. RW Q • •• • • • • • SHIM ��7 % P• WW onAWINo ho: ••• • • • 4400'MIM. 0 a ? �� BUILDING DROPS INC. EMBED. A i.ea p�� S-2108-01 Y� Phone 407-644-6957 rare �ne�e For,407-844-2366 srffEr 4 of 8 • • • • • • • • • • • •• •• • • • •• •• • r 74.50"MAX. OA. FRAME WIDTH 70.25"MAX. OA: FRAME WIDTH SEE DETAIL 2 ' f ON THIS SHE SEE DETAIL l 2.5 , ON TNSSHT. 4.50'" I``- D0TYP Z�, 11n: 6r9.00 3,0000"TYP.. 631 00" TYP.TY3.00•� � -- �� SEE DETAIL 4 � a TYP ON THIS SHE t6�, 6.00" 8.125" Tac`�T�R — TYP' — — 6 25.94" 6 SEE NOTE 5 25.94" SPACES ON SHEET 4 ® 14.25" ® 14.25" - — — SEE DETAIL 6 — SEE DETAIL 5 ON THIS SHT. 97.50" ` ON THIS SHE MAX. Y5 Typ, 24.00"— MAX.O.A — / — 24.00" 1 E — Z o / 1 FRAMEg x z HFECHT 12.00.1 1 HEIGHT �2'�" x.0002 = 26.00" a 26.00" � m o� 0 5 � 36.63" 18 — I 36.625" 16 w zd N1'' II — L _ — TrP. — �` a 610 F^ 7IC 0.00"TIP.ISI 3.00"TYP.00 �rF-"1 I-- -'1 I I /.00" TYP. Tr �, 12.13' TYP 15"MIN. C-SINK. � SEE DETAIL 3 r ON THIS SHE ? DOUBLE DOOR WITHOUT SIDELITES ANCHOR LOQATIONS SINGLE DOOR WITH SWELITES ANCHOR LOCATIONS o VIEWED FROM INTERIOR VIEWED FROM INTERIOR ( o of 16 5125 / HIM 25 ig SEE NOTE53 53 SEE NOTE 10 \ // -� 14277SHEEF4 •�� •• ••� ON SHEET' ^oohs 41 ••• f• •`i i•i •�• \ ` ,l�llluttfff DETAILSEE No' • " •• • • •• ,`;�ES F. Opp NTERSINK FOR INSTALLA71ON ANCHORS y g p 6 • 6 12" 24 12 24 25 �� •. '�01- DAME: 11-15-01 SEE NOTE - - Prepared By: se". N.T.S. \ r / \` • • : : • • / 4 SHEET 4 ?* . 7 * M.ar. WLN • • • • • • � • • • • ��; �� Q cNN.ar: RW OFMANa NO.: DETAIL O HEAD JAMB i•• 52 ��,.••_• •• •• 52 D�aL 6 ��w, P�-� �� BUILDING DROPS. INC. Z - DETAIL 3 - ® THRE5HDLD DETAIL 4 1�CIAfL J " IL-NU :� Pbooe:407-644-6957 S-2108-01 ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGES TO JAMB& DOOR STRIKE PLATES TO ASTRAGAL. STRIKE PLATES TO JAMB .jd�xosa Fox:407-644-2366 ISHEEr_L O g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I-----107.00"MAX, OA FRAME WIOTH 37,75"MAX. OA c I FRAME IWOTH C1 m C SEE DETAIL 2 Z ON SHEET 5 0 4.50" TYP. 15.42"TYP. SEE DETAIL 4 W 3.00' d-000000:5 15.42'TYP. ON SHEET 5 3.00 .I I-- IIF �'�.Do"TYP. �" TYP, I f-I f+3.00"r1P. L _l �ttPl 1� SEE DETAIL 4 Y a 6.00 TYP• Ill I 1 1 rNOTE. 6.00"TYP. 6.00"TYP. ON SHEET 5 8.125" 125'TYRSPACES 25.94" 6 $PACES15.94" SPACES — — 'o ® 14.25' ON SHEET 4 _ ® 14.25' 0 12.21" � y 97.50" SEE DETAIL 5 o ON SHEET 5 97.50" SEE DETAIL 6 _ .1 MAX. _ a 4 FRAME / 25 — 24.00" MAX. , ON SHEET 5 24,00" �z so OA ME HEIGHT — 12.00 HEIGHT 12.00` a m 16 — — 26.00" 26.00" •41 0 36.625" TYP. 36.625' — 16 &D. a 3.00'TYPE �-- IE 3.00p f"f F-.00"TYP. Y TYP &58")-- TYP.� 7.00 3.0D0" h-- m u SEE DETAIL 3 ON SHEET 5 SINGLE DOOR WITHOUT,SIDELITES ANCHOR LOCARONS •• ••• • • • • • •• VIEWED FROM INTERIOR DOUBLE OR WH SIDELITES ANCHOR IOCA71ONS • ' • ' • • ' • • VIEWED FROM INTERIOR •• •i ••i i : :•: •• ••• ••i ••i ••• i i ••• `�� SFttt�t��',' S ��.`�tG ,.•' ., .AOG� DATE: 11-15-01 •-••• • ••• • • Prepared Byr_ scAt€ U.S.-- T • • • • • • • • T t CHK.V. RW • • • • • • • • • • • •• • • • • • • • DRAWING Na.: ••• • • • ••• • i pT a' BUILDING DROPS.INC. !G A .•IWOl s , `�� Phone:407-644-6957 S-2106-01 cevE yld�ubig Fax:407-644-2366 SHEET 6 OF B • • • • • • • • • • ••• • • • ••• 0 • 50 30 37 30 EXTERIOR 0.13"MIN. V m TEMP. GLASS Z THICKNESS O cs INTERIOR 5. GLASS BITE 50 TYP• 8 30 50 46 SEE NOTE 2 PLCS. 50 30 38 23 ON SHT. 4 v EXTERIOR eoo O38 GLARING DETAIL ODL LITE FWE M. 0.50 MIN. 0,125'TEMP. 0.25'AIR SINGLE PANE 1/8"TEMPERED GLASS i';:'" GLASS THK. GLASS SPACE o a HP POLYPROPYLENE ,;: _� Na3 o THERMOFIL-P6-3OFMO391 i94 0.125 TEMP. .25"x.50" GLASS INTERCEPT 30 TYP 8 INTERIOR 5. GLASS STEEL SPACER a 0 50 PLCS 50 48 50 45 449 SEE NOTE 8 50 a o ON SHE 4 EXTERIOR 0.125TEMP. GLAZING DETAIL TRINITY LITE FRAME 12 GLASS 45 1/2"INSULATED TEMPERED GLASS LUPOY EU-5007 1.00,MIN. GLASS THK. 0.75"AIR SPACE J' 0.125"TEMP: INTERIOR .75"x .50"INTERCEPTGLASS •• ••• • • • • • •• .5' GLASS STEEL SPACER • • • • • • • • • 0 0 0 BRE • • •• • • • • • 50 4 49 SEE NOTE ON SHE 48 50 ••• ••� ••� ••• i ••• `��J��r�Fl+eOr7j�'i h S .O ' Prepared By saAM N.T.S. QGLAZING DETAIL TRINITY WE FRAM ••• ••• ••• ••• ^* 7 .? * owo. BY.- WLN 1"INSULATED TEMPERED GLASS • • • • • • • • p T C Q cw gr. RW LUPOY EU-5007 •• • • • • •• �0 DRAYANO No.: ••• • • • ••• • T v otoa a BUILDING CROPS,INC. Phone:407-644-6957 5-2108-01 Fare It/ �1lRiosie Fax:407-644-2366 SHEET,L OF 8 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 398 East Dania Beach Blvd. ' BUILDING DROPS Suite 338 Dania Beach,Fl.33004 A Perfect Solution in Every Drop 954.399 8478 PH Certificate of Authorization:29578 954.7.44.4738 k contact@buildingdrops.com Product Evaluation Report Of t. JELD-NVEN, inc. Contours rStee4 Wood Edge Opaque Steel Outsvving Door w/ or w/o Sidelites for Florida ProductApproval Report No. 3832 Current Florida Building Code .'• "" """ . . • ...... .. ...... • Method 1—.A (Certif cation)•....• : •..' ••••• Category: Exterior Doors .... •• •••• ••••• Sub—Category:: Swinging Exterior DQ•q>� • • :t :ssem'�i>I�es •••.'• . . ...... Prodpets Contours$tee4 Wood Eike Q*grre'•S•teel •••• Outswing Door w%or w10 SUe&i s •.; Maternal: Steel/Wood Product Dimensions: 107"X97450-(Mazfmum) Prepared:For: .TELD,WEN, inc. 3737 Lakeport Blvd. Klamath.Falls, OR.97601 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer#73778. 7 '- Date:06129/2015 Contents: 3. Evaluation Report. Pages l—4 r�„�s, P,: Installation Details Pages 5 ,••`'• �� Digitally signed by Hermes F Norero,P.E. e*.111 NAIL E k% H mes�!Nki ►�o,P:E. Reason.l am approving this document. Florida No.73779 Date:201,5.06.3015.20:12 44'00' BUILDING DROPS A Perfect Solution in Every Drop Date: 06/29/2015 Certificate of Authorization:29578 Report No: 3832 I Manufacturer: 1ELD-WEN,inc. Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method(1)(a) Product:Name: Contours Steel Wood Edge Opaque Steel Outswing Door w/or w/o Sideiites 107"X 9750"(Maximum.) Scope: This is a Product Evaluation Report issued by Hermes F.Norero,P.E.(FL#73778)forJELD=WEN,Inc. based on Method 1a of the State of Florida,ProductApproval,Department of Business and Professional Regulation-.Florida Building Commission. Hermes F. Norero,P.E.does not have nor will acquire.financial interest in the company, manufacturing or distributing the.product:or in any.other entity involved in the approval process of the:product named herein.. This product has been evaluated for use in locations adhering to the current Fla ida Buildifittode. "•':' •• • ••• • • • See Installation Instructions 5-2108-01,signed and sealed by Hermes F. Noir",P•E.(FL#7 77$)for•••••• specificuse parameters. :0000: .... . •• 09.00 *0:00: 000000 1 00#00 Limits of Use: •• •• 10.00 ••••.• 1. This product has:been evaluatedand;is.in compliance with the cur•rrtfl arida B4jildiqg Code • includine the"High Velocity Hurricane Zonep(HVHZ)_ •••••• 2. Product anchors shall be as listed and spaces)a5 shown on details. �itchor embenjt into:'* •'* • substrate material:shall be beyond wall dressing or stucco. •• 3. When used in areas requiring wind borne debris protection this product.complus with Chapter 16 of the current Florlda Building Code and does not require an Impact:`resistant covering on outswing doors. 4. Non-Impact sidelites do require an impact resistant covering when used.in areas requiring wind.borne debris protection to.comply with Chapter 16 of the current Florida Building Code. 5. Siteconditions that deviate from the details of*awing S-2108-01 require further engineering analysis by a licensed engineer or registered architect. 6. See installation Instructions S-2108-01 forsize and design pressure limitations. Hermes F. Norero,P.E. Florida No.73778 Page 2 of 5 G '1 I BUILDING DROPS Date:- 06/29j2015 A Perfect Solution in Every Drop Report No: 3832 certificate of Authorization:29578 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and State Ruling for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation&Management Institute,Inc.(FBC Organization#1QUA1789) Performance Standards: The product described herein has been tested per: • TAS 201=94 • TAS 202-94 • `TAS 2043-94 Referenced Data: 1. Product Testing performed.by Certified Testing Laboratory,Inc. (FBC Organization#TST1577) Report#i.CTLA696WA, Report Date: 104/29/2001 Report#:CTLA961W. Report Date:10/23/2001 0000 2. Quality Assurance • .,.. 0000.. National Accreditation and Management Institutg..' ; ... . .• (FBC Organization#:QUA 1789) • 0000 .. 0000., 666666.. • 0000.. 3. Material Testing for`Dylite'EE.PS Core performed by tfift ek En teniko: • ASTM`E 84-05 •6.6 680009 6006 •6006 Report#; 3113726SAT 001 bate:0210347 • 6666x6 Equivalence of Test Standard(s): ' • • • """ 0000.. 6 . 66666• The following test standards have been evaluated..for differences in test methodology,if any, bet4�feerl:the ' edition(s)of the test standard(s).listed below and those edition(s)referenced in the current Florida Building Code..The manufacturer has tested their products to the following test standard edition(s): 1) ASTM'E84-05 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned 4 test.standards: 1) ASTM E84-09 After review of the above mentioned referenced standards and editions,it has been found that no significant technical changes have been made to the test standards that would affect the results.All referenced standards have been found to be equivalent..All materials test results meet minimum requirements of the current FBC,including HVHZ provisions. Hermes F. Norero,P.E. Florida No.73778 Page 3 of 5 i BUILDING DROPS A Perfect Solution in Every Drop Date: 06/29/2015 Certificate of Authorization:29538 Report No: 3832 i Installation Method JELD:WEN, inc. Contours Steel, Wood Edge Opaque Steel Outswing 1 Door w/or vv/o Sdelites { 12 50' INP900 TYP: —1 1 III III l 1—i rwr 7w.. I 6,00"M j E I 7 SPAS —I. SPAS 0 14.25' .O 1211' •�� • - 0000 0000•• L 0•00 •• 0000•• • 6.OiS •I ta-7:t18')YP.�b 127J &36 :-so*:••••• . TvP.. ryp, ryp •••• •• • • • • • • • • � 0000 • •• 0000• 00.00• 0600 0000• •• •• ••6• 0000•• • 4.50''TYP_ x5.12'Trp. 1,50"1}p;,-�N1TI IIS 1T11-- • • • _• • •••••• 11 I 8.58'0 X00 fl?:.�Y66•• • • 3.00` .1 OL lYP. .15.12 ''1'P, �-}s- -�I }��Cr• 3.00' I I1-�I� • • ••6.6. t f1 t I 1 1.I1 111 ( ! III 1 'Yr'• — IFT � •• 1 SPACU1425* SPaCES O i1,7_ 1 — — 1 — — y�,'�^ 3.00"fYP:�'{s'1�`�i 3.OG'' TW.. P':.W'11P. 3:00' 7.00 Hermes F.NQrero,P.E. Florida No.73778 Page 5 of 5 1 1