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HomeMy WebLinkAboutRevisions (3) I OFFICE USE ONLY: I _ DATE FILED: J3 /it PERMIT# OrZ-�. ^ 0019 REVISION FEE: RECEIPT# 0 3 1 3 •L PLANNING&DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE T C L 49 -5652 a 5 A I ER N(F ISIONS LOCATION/SITE . ADDRESS: 5116 C -cr n 0. DETAILED DESCRIPTION OF PROJECT REVISIONS: Z E- I CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: C(,G (SO82r,S q ST.LUCIE CO CERT. #: BUSINESS NAME: LM 140ACS rC 6,Za4 a I Cep� QUALIFIERS NAME: f ef ADDRESS: [q01 YCO A,,4hm Ave- CITY: f vc c STATE: (_/, ZIP: PHONE(DAYTIME): FAX: OWNER/BUILDER p�I'N_�FO-�RMATION: NAME: ,C ADDRESS: 140 9W Aar-" la,)e CITY: PW-9mT L.-t,cj�r STATE: ZIP: PHONE (DAYTIME: g Z f ARCHITECT/ENGINEER INFO NAME: Ce o �0 6u ADDRESS: ILA CITY: 9 A Lm W.A . IP: PHONE(DAYTIME): S(o I-?(d-79 Ll FAX: File Copy SLCCC: 9123109 Revised 06130117 FileCopy ng MOISTURE - DENSITY Engineers +� RELATIONSHIP REPORT of Fiofloa Inr-I Enabltsheo 1967 tl Your Pr%ctis Our Commitmentlia - PROJECT NO. P SL-13 61 ITO CLIENT Harris Homes & -General Contrac Harris Homes & General Contrac C.C. - 1409 SW Aachen Avenue RECEIVED Port St. Lucie, Florida 34953 AUG 0 7 2019 ST. Lucie County, Permitting ATTN: Greg Harris PROJECT Kothakota Residence 5116 Water Song Way Fort Pierce, . FL CONTRACTOR PROCTOR NO. 1 DATE TESTED S ep 01, 2 017 DATE RECEIVED Aug 3 0,2 017 DATE SAMPLED Aug 3 0,2 017 I INSITU MOISTURE N/A % COMPACTION STANDARD Modified Proctor, . SAMPLED BY R. Ward ASTM D1557 TESTED BY -A. Bosch COMPACTION-PROCEDURE C: 6" Mold, SUPPLIER On—site. Material Passing 3/4" SOURCE On—site Material RAMMER TYPE Automatic MATERIAL IDENTIFICATION PREPARATION Moist MAJOR COMPONENT Brown Sand OVERSIZE CORRECTION METHOD None SIZE D-15 57 RETAINED 3/4"SCREEN % DESCRIPTION Trace Rock Frags OVERSIZE SPECIFIC GRAVITY, ROCK TYPE TOTAL NUMBER OF TRIALS 4 .115.0 TRIAL WET DRY MOISTURE NUMBER DENSITY DENSITY CONTENT (Ib/ft3) (lb/ft3) (%) 112.5 1 117 . 7 108.2 8 . 8 2 121. 3 110.2 10 . 1 110.0 3 123 . 0 110. 6 ' 11. 3 " 1Q7.5 4 123.2 109. 6 12. 4 zLU 195:0 I 102,5 MAXIMUM OPTIMUM DRY MOISTURE DENSITY-, CONTENT f` ` (Ib/ft3). (%) 7 8 9 10 11 12 CALCULATED 10 r 5, 31 r"0_ MOISTURE CONTENT V161 OVERSIZE CORRECTED COMMENTS PER. - Reporting of these test results constitutes a testing service only.Engineering interpretation or evaluation of test r sults =provided only on written request. IL N111:WTIM TAW1 0 NOT D Rn I(Ilf �'REiEC[ED ❑REVISE AA4D 'SUBMIT VECIFIEW RESUBIAT I - 1?EAf MfAM D�ADE Checking is only for geneial conformance wit MIAMI DA,DE COUNTY U:e.design concept of the project and genera PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY Aty�rt1i61QAi tI1B �RC�a9 m the 11805 SW 26 Street,Room 209 BOARD AND CODE ADMINISTRATIONn P0*0ments. Any,actwn�n is sut: T(786)315-2590 F(786)315-2599 ,r�c� remants df,he plans and NOTICE OF ACCEPTAN •f II Jr. ontractor ie responsible for www.miamidadteov/economy A and CGI WINDOWS AND.DOORS, edattheiobSite fabricationprocessesan 10100 NW 25 Street techniques... construction;coordination o,hit Miami,FL 33172 iaork with t#�at of all other trades and the satin factory perfomt3nce of his work. SCOPE: Team Architecture,Inc. This,NOA is being issued under the applicable-�rules a d re lations governing the use of construction materials. The documentation subirrll?f6I has bcfen vc • by Miami-Dade County RER- Product Control Section to be used,'Mia '-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the*Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series"Sentinel 15011 Aluminum Sliding Glass Door w/wo Reinforcements-L.M:L APPROVAL DOCUMENT: Drawing No.W10--31 Rev L,titled Series"Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28, prepared by AI-Farooq Corporation, dated 05/20/10 and last revised on 01/11116, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. ,. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. Limitations: 1. Pocket wall is not part of this approval and to be reviewed by AHJ. 2. See Design Pressure(DP)table: Sizes Vs glass types,Interlock reinforcing and the max,allowable panels with in the unit frame area,in sheet 13. See anchor chisters DP capacity in sheet 15.Lower capacity shall controls for the entire assembly. 3. Max shim not to exceed'/2"at Head/jambs&Y?at Sill(w/High strength poured&hardened grout).The Sill to be installed w/anchor type B-2,directly into cone. 4. Design Pressure(DP)limited to+/-60 psf when utilizing 90 and 135 degree corners. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and s�xies and following statement: "Miami-Dade County Product Control Approved",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 N ADVERTISEMENT: The NOA number preceded by the words Miami-Dade lorida, and followed by the expiration date may be displayed in advertising literature. If any portion O is CMIAMIDADSCOUrtrr NOA N 0 6 Expiration Date: Septemb Approval Date: Apr1129,2016 Page 1 -Vp Ab i I I MIAMI•DADE MIAMI—DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(186)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.EovleconomX displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 14-0627.1E and consists of page 1, this page 2 and evidence pages lrl, E-2, and E -3,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. - t MIAMt•r)ADE COLiN1Y NOA No.15-0619.06 L Expiration Date: September 22,2020 Approval Date: April 28,2616 Page 2 I'r s CGI WINDOWS AND DOORS,INC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. WIO-31 Rev L, titled Series "Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al Farooq Corporation, dated 05/20/10 and last revised on 01/11/16,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Small Missile Impact Test-per FBC,TAS 201 94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC,TAS 202 94 along with marked—up drawings and installation diagram of 8-panel, Alum SGD w/ Pockets & 135' and 90' corners,prepared by Architectural Testing, Inc., Test Report No. D8502.01-450-18, dated.12/07/15 respectively, both signed and sealed by Joseph . A.Reed,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading 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 a series 7500FW Vinyl Flange Frame Impact Fixed Window,to qualify DuPont"Butacite"PVB interlayer, DurasealO and Super Spacer insulating glass spacer,prepared by Certified Testing Laboratories,Test Report No. CTLA-3056 WA dated 03/03/15, signed and sealed by Ramesh Patel,P.E. 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading 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 a series 7400PO Vinyl Impact Flange Frame Project Out Windows,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Testing Laboratories,Test Report No. CTLA-3056 WB dated 03/03/15, signed and sealed by Ramesh Patel,P.E. 4. Test reports on: 1)Unifoirn Static Air Pressure Test,Loading 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 a series 238 Aluminum Fixed Flange Frame Window with Vent to qualify DuPont"Butacite"PVB interlayer, Jorge M.Plasencia,P.E. P oduct Control Unit Supervisor NOA No.15-0619.06 Expiration Date: September 22,2020 Approval Date: April 28,2016 E---1 I I CGI WINDOWS AND DOORS,INC I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(continued) Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Testing Laboratories,Test Report No. CTLA-3056 WC dated 04/16/15, signed and sealed by Ramesh Patel,P.E.,with addendum letter dated 03/09/16 signed and sealed by Ramesh Patel,P.E. 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked—up drawings and installation diagram of 6-panels Alum SGD w/ Pockets& OXXX,prepared by Certified Testing Laboratories,Test Report No. CTLA-3011-W&-W 1,dated May 22&23,2014 respectively,both signed and sealed by Ramesh Patel,P.E. (Note: These test reports have been revised by an addendum letter dated 09/24/14, issued by Certified Testing lab.) (Submitted under previous NOA#14 0627.15) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked—up drawings and installation diagram of Alum SGD,prepared by Hurricane test Laboratory,LLC,Test Report No.HTIr0080-1208-090,dated July 30,2010, signed and sealed by Vinu J.Abraham,P.E. (submitted under files#12- 0119.04/11-1031.05) along with marked—up drawings and installation diagram of Alum. SGD(OX) prepared by Architectural Testing, Inc.,Test Report No.ATI C0733.03-450-18, dated 08/09/12,signed and sealed by Vinu J.Abraham,P.E. (Submitted under previous NOA#131121.08/#12-0821.16) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC 2010 and with FBC 51h Edition (2014), prepared by AI Farooq Corporation,dated 02/24/16, signed and sealed by Javad Ahmad,P.E. . 2. Glazing c6mplies with ASTM E1300-09. i Jorge M.Plasencia,P.E. roduct Control Unit Supervisor NOA No.15-0619.06 Expiration Date; September 22,2020 Approval Date: April 28,2016 E-2 CGI WINDOWS AND DOORS,INC i NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "Sentry Glas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18.- 2. Notice of Acceptance No. 14-0423.15 issued Eastman Chemical Company(MA)for their"Saflex CP-Saflex and Saflex HP Composites Interlayer w/PET core"dated 06/19/14,expiring on 12/11/18. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company(MA) "Saflex Clear and colored glass interlayer",dated 03/17/16 expiring on 05/21/21. 4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 51h Edition (2014), and of no financial interest,dated 02/24/16, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance statement,part of above referenced test reports. G. OTHERS 1. Notice of Acceptance No. 14-0627.15, issued to CGI-Windows and Doors, Inc. for their Series "Sentinel 150" Aluminum Sliding Glass Door w/ wo Reinforcements — L.M.I., approved on 03/05/15 and expiring on 09/22/20. 2. Test proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Duraseal® and Super Spacer® Standard warm-edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section,signed by Jaime Gascon,P.E., Supervisor,Product Control Section. 3. Test proposal#14-0198, approved on 02/26/2014,signed by Ishaq I. Chanda,P.E. 4. Test proposals # 13-1098, approved on Oct 02, 2013 and revised on FEB 24, 2014, signed by Manuel Perez, P.E., test proposal# 11-1225 dated DEC 16, 2011 signed by Jaime D. Gascon, P.E. Test proposal # 09-1073, approved on Nov. 05, 2009 and E- mail test proposal dated 07-19-2010, approved by BCCO. (Submitted under previous NOA#14-0627IS) I Jorge M.PIasencia,P.E. Product Control Unit Supervisor NOA No.15-0619.06 Expiration Date: September 22,2020 Approval Date: Apri128,2016 E-3 —pro" I AO v U - m x � 3 z 1 G aQ� 11 0 I� URN 0 i O � � D�n N 3Cd NM O M • � G Z� 30 � THESE DOORS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 6 SERIES SENTINEL 150 Ai�UMINUM SLIDING GLASS 'DOOR � DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING ° a MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED 13Y 1UILDING OFFICIAL. ' LAMINATED GLASS AND ' THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE o V a REQUIREMENTS OF THE 2014(57H EDITION)FLORIDA BUILDING CODE INSTRUCTIONS: LAMINATED.INSULATING GLASS a g s INCLUDING HIGH VELOCITY HURRICANE ZONE(13VHZ). USE CHARTS AS FOLLOWS. LARGE/SMALL MISSILE IMPACT x 18Y OR 20Y WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS 70 THE STRUCTURE_ STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED 1j1 0 'Q . STANDARD. ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS USING APPUCASLE ASCE ON WIND VELOCITY,BLDG HEIGHT,WIND ZONE Y EMBEDMENT'TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. � PRODUCT REVISED ` P,.•"' •"'�' ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE STEP 2 DETERMIN o d e E DOOR CAPACITY FROM TABLES ON SHEET 13 as complying with the Florida JCENep'••,• c �' FOR THE CLASS TYPE AND REINFORCING TO USE. BUIlding C NOT PART OF THIS APPROVAL. :70602 NOA-No. 15-0649.06 S A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP 3 USING CHARTS ON SHEET 15 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED Expiration Data 09/22/2020 ALL SHIMS TO BE HIGH IMPACT,NON-METALLIC AND NON-COMPRESSIBLE, IN STEP 1 ABOVE. By P OF drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 f llam a o Product antra '��' �P'•'G O�` YY 1 0-3l COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE SHALL APPLY TO ENTIRE SYSTEM. REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. - '/Q�AI L� sheet 1 Of 28 4 • 1 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS �IR M WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 m— o ARE PRESENT. -. 3 FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO 160.0 PSF F °j a. oil D f'RAME.WIDTH µWA NOM.PANEL WIDTH NON-REINF.INTERLOCKS DOOR FRAME WIDTH SEE CHART ON SHEET 13 I L I O 4 I j 61r H H H H �aUff O = S U M G g PXXXXXXXX(SHOWN) XXXXXXXXP OM OH OH OHO HO EXTERIOR 0 ® v LL OXXXXXXXP POCKET CAVITY NOT BY CGI BO'CORNER DETAIL'C'ON SHEET 22 0?c n c NOT PART OF THUS NOA 135'CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN LIEU OF J in N M' C Z ggN FRAME WIDTH NOM.PANEL WIDTH NON-REINF.INTERLOCKS SEE CHART ON SHEET 13 0 DOOR FRAME WIDTH H hh 1U I g�DH H -0 C. F t o o g aa PXXXXXXXO(SHOWN) ® 0 OJ HO EXTERIOR Q DO'CORNER DETAIL'0'ON SHEET 22 U g 135'CORNER DETAIL'P'ON SHEET 22 6 OPTIONAL IN LIEU OF J S o 0 PRODUCT REVISED as comptyng with the Plorldo BulldfnB Cade NOA-No. 19-0619.06 `%I I o 15xp1ratlon Date 09/22/2020 AF1��� gog 9PPROVEb CONFIGURATIONc tB9 3 PO K T D DOORS (NON-REINFORCED SHOWN) NOTE: SEE SHEET 13 FOR Op AND REINFORCRIO OPTIONS Mlaml- a e Product Control 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. "� I�1 y drawln no.TOUR (1) TRACK,S 2. FOR APPUCABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. • y OF 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. +�%ass ,oa�0�.• � w10-31 AND TOS13EE ARE EVIEWEOARBy AHJ,IS APPROVAL 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER F6C. Il11ji11 1 sheal12o128 - _ I DESIGN LOAD CAPACITY-PSF(GLASS) GLASS CAPACITY GLASS TYPES GLASS TYPES I.1 'BL' 01 HDO, DOOR MO6IR OF INTERLOCKS INTERLOCKS FIRM NOM E REDD Pow 1T/O REINP. WITH RBINF. Z tqn "IS Roes AA0M0 E%L(+) INr.(-) ExL(+)I INTO(-) O� h 24-1/8 10 60.o 60.0 80.0 80.0 30-1/8 10 Solo 80.0 60.0 80A e 1C p 36-1/8 10 fi0.0 fio.0 S0.n 00.0 NOM.PANEL WIDTH 42-1/8 iT pp11 O 60 10 60A R.0 Son BOA ra}i 48-1/8 10 00.0 60.0 Solo 60.093 64-1/0 8 53.3 53.3 71A 71A {d 24-1/8 10 BOA 60A Bola 60.0 30-1/8 10 60.0 60.0 90.0 80.0 NOM.PANEL WIDTH K a 36-1/e 10 60A 60.0 BOA 80.0 B4 1� C 42-1/8 10 60.0 60.0 80A Solo yl 48-1/8 10 00.0 00.0 80.0 80.0 {G51 64-1/8 D 5313 53.3 7111 71.) 4 Z p� 24-1/8 10 Bolo 60A 80.0 60.0 D 10 J 30-1/8 10 60A solo 80.0 80.0 NOM. PANEL WIDTH 6107� �i 36-I/8 00 10 Bolo Bolo 80.0 Bolo n 42-I/e )0 Bolo 80.0 0&0 80.0 N 48-1/8 0 60.0 00.0 00.0 00.0 m 24-1/8 10 60.0 60.0 80.0 Salo D 30-I/8 10 60.0 BOA 8010 Bolo g n 38-i/8 90 10 B0.0 Bolo Bolo Bolo y' 42-1/8 10 80.0 s0A Bolo ea0 00I� 46-1/8 8 60.0 $0.0 80.0 80.0 NOM.PANEL MOTH O GLASS TYPES •a w 4 'A','➢'.'Al'.'BI' C INTERLOCKS WITH RBINF. U)10 vO1i EIG.(+)I INT.(-) 24-1/8 10 - Bolo 604 30-1/a to - - 60.0 6010 APPLICABLE FBC EGRESS r Zicj 36-1/B 10 - - 60.0 60.0 REQUIREMENTS TO BE 702 REVIEWED BY AHJ. o- 42-1/a 10 - - 60.0 60,0 U O 48-1/8 10 60.0 60.0 54-1/S 9 - - 54.4 54.4 O 24-i/6 10 - 60.0 60.0 JD-1/8 t0 '0.0 60.0 JB-1/B 108 10 - - 60.0 Bolo 42-1/8 10 - 60.0 48-1/8 10 - - 60.0 60.0 o 53-1/8 9 - - 54.4 OC4 24-1/8 10 - - 60.0 60.0 g g 30-1/8 1D - - 60.0 60.0 30-1/8 114 to 60.0 60.0 i¢ 42-1/8 10 50A 60.0 48-1/8 0 60.0 60.0 NOTE: 24-1/6 to - - Bola 60.0 GLASS CAPACITIES ON THIS SHEET ARE m 30-1/8 10 - - solo 60.0 EII E6.1 BASED ON ASTM E1300-09 (3 SEC. GUSTS) u 36-1/8 120 10 - - fio,o 60.0 AND fLORIDA BUILDING COMMISSION o e 42-1/6 10 00.0 60.0 DECLARATORY STATEMENT OCA05-DEC-219 48-1/5 9 - - 60.0 solo 11 1) III . A�p�..A�ttgO'i 1 � PRODUCT REVISED a ^ N M1 as:comp) n with the Florida Bu11dIn8 Code - o.78S82 ' NOA-No. 15.0679.06 1 E71plration Data 09/2212020 i 0•, IS OF drawing no. SILL RISER ITEMS E8 OR E8.1 ARE REQUIRED FOR LOADS 9F �LGR1➢�: ABOVE +Bolo PSF ONLY. 7maml- eProduct Control � '•••••••' a W10-31 INTERLOCKS INTERLOCKS / /%'fA(' 1 sheet 13 0(28 W 0 RBINF. WITH AEINF 1 1 11 ' i Z m 3 M J O0 14' ,•.• HE ANCHORS 282 13/18"MAX. F z a n DOOR FRAME WIDTH G a Qe HEAD ANCHORS 14'MAX 48 1/8" ANCHORS IN PAIRS 2,3 OR 4 PAIRS HEAD/SILL AT HEAD/SILL/JAMBS AT STILE ENOS SEE SHEET 15 6„MAX. O C NOM. PANEL WIDTH AT 3"OA. 1 13/16" FALSE MUNTIN SEE CHART ON SHEET 16 HEAD/SILL N MIN. OPTIONAL /{ (' E FOR CAPACITY CORNERS _ n 1 8 r3 fir re e z - IS REINFORCING (L Z - � J. AT INTERLOCKS T 7F OPTIONAL SEE SHEET 13 I G ?1 IH H �, J FOR CAPACITY M I L.OP ? NT 42 1/8' I r - ,---4 ==1'--^' ^_' SINGLE LOCK D.L.OPG. ii } -rz- ! 1O W n= SEE SHEET 24 FOR DESCRIPTION /' / / ur I p gzu % POCKET J68 (TT C� peg SILL TYPE B2 ANCHORS 46 1/8" (SEE SHEET 6,B, 11 z 2,3 OR 4 PAIRS 48 1/11' PANEL WIDTH k DETAIL M ON POCKET N'1CHOR5 N AT STILE ENDS INTO CONC./ r PANEL WIDTH SHEET 23) M 3 TRACK AT 3"O.C. JAMB ANCHORS SEE CHART ON OR HEFTCAPA 15 a z 8' 14' 3' 3 TRACK n f MAX, TYP. SILL ANCHORS n a n o c B I D FIN °>p 4 C Y 18^I g° g• 8" 8" B" B„ 8° 8' B" 8" � 1 11 1 ° T (1)vW awsm (2)6EEP CLUSTER (2)%up ausm (2)v"CLUSTER (2)KEP CLUSTER (?]KIP CL6s1EN (1)wap cwm TYPE A t VATION PRODUCT REVISED TEs7EO UKae comp{yIng with the Florida No 0592 - Eu11d1nB Codo - •' $ NOA-No. 15.0619.08 D.L. OPENING Explratlon Date 09122/2020 6 TeOP /WO drowing no. D.L.O HEIGHT - DOOR FRAME HEIGHT- 9 11/16' B �(` R RIOF,:'6\�� 1�('�Q-31 D.LO,WIDTH -NOM. PANEL WIDTH - 6" Mlam-D Fro uet on re ��i��01yp1�.���� PANEL HEIGHT- DOOR FRAME HEIGHT-1 3/10' rEl?fill 11 sheet 2 of 28 r. _ 4% TYP. 2 TRACK � HEAD ANCHORS Z r3 14" .... \YMAX. G1 •' 190 9/16"MAX. a. DOOR FRAME WIDTH 0 Q HEAD ANCHORS 14" �1] ANCHORS PAIRS 2, 3 OR 4 PAIRS HEAD/SILL a p AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 16 ' AT 3"O.C. 8"IJAX. LL 1 13/16" FALSE MUNTIN Al C1 FOR CAPACITY SEE CHART ON SHEET 16 CORNERS & A1 MIN. OPTIONAL REINFORCING I a AT INTERLOCKS 1 -�—= SEE SHEET 13 I O FOR CAPACITY N li it 2 POINT 42 1/8" 42 1/8" ...I44I 'I,IL SINGLE LOCK D.L.OPC. O.L.OPG, I N SEE SHEEP 24 I }i 0 as Ij �I FOR DESCRIPTION j z O , n II ll o O 0 0 -1 Mz O ad N Z. I1 - m SILL TYPE O ANCHORS 48 1/8" 2 TRACK dZ 2, J OR 4 PAIRS 48 1/8" POCKET JAMB ANCHORS �$ pT STILE ENDS PANEL WIDTH PANEL WIDTH JAMB ANCHORS AT 3'O.C. 8 SEE CHART FOR CAPACITY c ffi 0 2 TRACK c SILL ANCHORS m ro Ma. TYP. O.L.OPENING d 0.LO HEIGHT =DOOR FRAME HEIGHT 9 11/16" B1 D1 D.LO.WIDTH = NOM. PANEL WIDTH -6" Y PANEL HEIGHT a DOOR FRAME HEIGHT—1 3/16" It 111111 1 / Q 0)tIV W lav anw (D rm aunm U1 wr aura U1 W amrm PRODUCT REVISED P.,ucexa+� d as compl ing with tho Plorida '. Building Coda (TESTED UNIT) NOA-No. 15-0619.06 TYPICAL ELEVATION Expirallon Dote 09/2212020 By or drowing no. N11am1- To ue control D*'''.Q``�� Wi0^31 REFER TO.PAGES 14, 15, 17 do 18 FOR WEEP SIZE. ' �s�OMA6 l� sheet 3 oF9A /rill 11 .. 1 `I8' 3' 14' EXTERIOR EXTERIOR 3 TRACK Q z Mall HEAD ANCHORS m 149 5/16" TO 9/1B` 97 3%4` F lE a DOOR FRAME WIDTH DOOR FRAME WID1H DOOR FRAME WIOTH ... FALSE MUNTIN HEAD ANCHORS I MAX, HEAD ANCHORS OPTIONAL IB 1/B' ANCHORS IN PAIRS 2,3 OR 4 PAIRS HEAD/SILL 2 OR 4 PAIRS B,MAX a AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15 AT CORNER STILE ENDS NOM.PANE!WIDTH AT 3'O.C. SEE CHART ON SHEET 15 HEAD G y BO' IrSEE CHART ON SHEET 15 1 5' FOR CAPACITY SILL 1 13/16- p A C E '1 FOR CAPACITY CORNERS MIN. & 8 I I — I gG 1 , , REINFORCINO 1- b G' AT INTERLOCKSOPT rPa ONAL SEE SHEET 13 , y y FOR cAPacliT F ii H N 2 POINT -f m z o l I Z 1/8 I I SSEEE SHEET 2 UBLE S �,I•L,OPIFOR tt 7DESCRIPTION 42 1/6° 2 POINT 42 1/8" g C O.L.OPG. DOUBLE LACKS D.L. OPG. 3 I II II w r x SEE SHEET 24 'co I % 10 %� /� m O a FOR DESCRIPTION O r EL 70 tnN o 14 II I, O M n d g d g Rd r c, xwm B D F = x o L�1 --- POCKET SILL TYPE B2 ANCHORS SILL TYPE 82 ANCHORS 46 1/6- 4B 1/B" 48 1/5° 48 YA JAMB ANCHORS 2 OR 4 PAIRS 2'3 OR 4 PAIRS T S7T E E10' PANEL WIDTH PANEL WIDTH pANEL WIDTH PANEL WIDTH 3 TRACK AT CORNER STILE ENDS. AT 3'O.C. JAMB ANCHORS SEE CHART ON SHEET 15 FOR CAPACITY SEE CHART ON SHEET 15 o FOR CAPACITY EXTERIOR EXTERIOR 3 TRACK TYP, SILL ANCHORS d ^ (TESTED UNIT) o S TYPICAL ELEVATfON o c 1 Ilfrr kd;wing PRODUCT REVISEDas eo�Iyinwith the Floridabuildin CCoddaNOA-No. No. 0592expirationOato0912212020JI� XBy TA Miom o ro uctcon rot � •• 1�P•'' sio �L1 ,,, sheet 4 of 28 DOOR FRAME W. FRAME WIDTH U (j THIS APPROVAL QUALIFIES DOORS WITH APPROVED - ANEL WIDTH4 NON-REINF.INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS �� n SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT, a H L FOR DOORS USING 90' & 135' CORNER STILES a H LIMIT MAX. DESIGN LOADS TO L60.0 PSF F a 2 9 o PRODUCT a REVISED tho Florida 4� y °o Building NOA-No, 15.0619.06 0:at w OXX O O EXTERIOR © expiration Date0912212020 o�aLIF XXO BY Cy 3 XXX(REVERSE) Miam- e Product Control FRAME WIDTH ODOR FRAME WIDTH QCv SEE CHART ON SHEE C73 S g6g AA O g L 8 C n XXXXXX(SHOWN) © HO O J1 O O O EXTERIOR NOM.PANEL WIDTH Es 01... OXXXXO S(r CORNER DETAIL'0'ON SHEET 22 0 al J 135'CORNER DETAIL'P'ON SHEET 22 y 0 OPTIONAL IN LIEU OF J1 ,O N 0 DOOR FRAME WIDTH PANEL WIDTH FRAME WIDTH o r O � 3 N M •g¢5 M H €� : 1�o gg K L)— XXXXXX(SHOWN) © Q Q O EXTERIOR ' 90'GARNER DETAIL'0'ON SHEET 22 NON-REINF.INTERLOCKS 13T CORNER DETAIL'P'ON SHEET 22- SEE CHART ON SHEET 13 C OPTIONAL IN LIEU OF J DOOR FRAME WIDTH FRAME WIDTH ° PANEL WIDTH & - AMEH g N x XXXXXO SHOWN H N OXXXXO( ) © O EXTERIOR O 97 CORNER OOL'V ON SHEET 22 O O O ` p0 Art ,H,CORNER DEVJL'P'ON SHEET 22 NON-REINF.INTERLOCKS �� „ � SEE CHART ON SHEET 13 �` �'�• OPTIONAL IN LIEU OF JI '•� eF,••'• o I NOTE: _ 70592 ;1 APPROVED CONFIGURATIONS w•O'S ty/q/r - NON—POCKETED DOORS 1. CONFIGURATIONS SHOWN FQR ILLUSTRATION PURPOSES ONLY. (NON-REINFORCED SHOWN) 8 OF drOwing n0. 2, FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEEP 13. SEE SHEET 13 FOR Op AND REINFORCING OPTIONS i�0' ALOR..... '(•y W10-31 3. FOR ANCHOR dETAILS SEE SHEETS 15 THRU 23. ��i /OPyAL THREE (3) TRACKS 4, DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. 11% sheet 5 of28 DOOR FRAME W. DOOR FRAME MOTH APPROVAL QUALIFIES DOORS WITH APPROVED NEL WIDTH NON-REINF.INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS 1�n SEE CFWNI ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 b I T--- ARE PRESENT. Z m j f1 FOR DOORS USING 90' h 135' CORNER STILES Ck j LIMIT MAX. DESIGN LOADS TO±60.0 PSF F Et 2 Ix;, I� PRODUCT REVISED Q a ° O i o as eomplyI)ng with the Florida 6'4444 M 1 Building-Ho Cotle g i NOA�to. 15.0619.06 L__ ftplraDon Data 09l2212020 ® HO EX RIOR QH © By PXXX(SHOWN) Mlam- o Pro oC on ro ry XXXP z DOOR FRAME WIDTH V O DOOR FRAME WIDTH a F E WI ? EL DTH NON-REINF. INTERLOCKS Y-1 ; r^^ - SEE C ON SHEET 13 _ i 2 1 H H 41 1 7f• aj n. �g O L---- --'-� l--_ -----J 7 Is PXXXXXXP(SHOWN) O O EXTERIOR O O O O Q 90'CORNER DETAIL'0'ON SHEET 22 13V CORNER OETAIL'P ON SHEET 22 0 OPTIONAL IN LIEU OF J DOOR FRAME WIDTH LL DOOR FRAME WIDTH C NON-REINF. INTERLOCKS � SEE CHNTT ON SHEET 13 :0 G h m'n 3 NMrs; I O M s I H J N I T7 S I M K O PXXXXXX(SHOWN) O O EXTERIOR O O O PANEL WIDTH O O 9O CORNER DETAIL'0'ON SHEET 22 XXXXXXP POCKET CAVITY NOT BY CGI 135'CORNER DETAIL'P'ON SHEET 22 NOT PART OF THIS NOA OPTIONAL IN UEU OF J G DOOR FRAME WIDTH DOOR FRAME WIDTH 0 NON-REINF.INTERLOCKS 1q 9T5 SEE CHART ON SHEET 13 �S E 5C j H l:l fl _ j PXXXXXO(SNOWN) O O EXTERIOR O O Oj111ELDTH O O 11 11111 i� OXXXXXP 90'CORNEA DETAIL'0'ON SHEET Jp. 135'CORNER DETAIL'P'ON SHEET 22 P..•' " I APPROVED CONFIGURATIONS OPTIONAL IN LIEU OF POCKETED DOORS (NON-REINFORCEO SHOWN) N.705D2 C d SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS NOTE: 1, CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 11 6 /gy SEE (3) TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 1AIR OP �AST drawing no. 3. FOR ANCHOR'DETAILS SEE SHEETS 15 THRU 23. ,SSpIOR)01�,��\ W10-31 POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. rN Nf 1 1N� sheet 0 oT28 OR FRAME W. MNI. FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED 4% REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS M SEE D T ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 o ARE PRESENT. w FOR DOORS USING 99 & 135' CORNER STILES 0 -� H gL UM1T MAX. DESIGN LOADS TO *60,0 PSF {} c 1 4 O�k—� ©t QH EXTERIOR pQ DOOR FRAME W MAX,FRAME WIDTH S aQQ REINF.INTERLOCKS m g SEE CHART ON SHEET 13 L� w Lo H L It ®j EXTERIOR O L1 $ C XX 3 0 � pO CI � IS X 3/4'SMS Cjj w DOOR FRAME WIDTH AT 24"O.C. MAX.FRAME WIDTH O r$ 1 W N _ O M M rs N H P, •03• GLj c ® J1 *C.) ITERII © �� OXO(SHOWN) 9W CORNER DETAIL`0'ON SHEET 22 OXO(REVERSE) OPTIONNAL ORN IER N LIEU AOF dt ON SHEET 22 DOOR FRAME WIDTH MAX.FRAME WIDTH 4i REINF.INTERLOCKS c SEE CHART ON SHEET 13 PRODUCT R@VISED v H H 6ul'on, With 8 With the Florida O JI NOA-No. dd 15.0619.06 Fxplratlon flat DOJ2212020 N O M am a Prof Ot O EXTERIOR J7 QH OXXO 90'CORNER Dun'0'ON SHEET 22 135'CORNER DETAIL'P'ON SHEET 22 � ANI(fw OPTIONAL IN LIED OF J1 �••VOENgE.''•.� i ,� Na T0692 �• � s � ARPRQVED CONFIGURATIONS N07E: tiT? 70 _ NON-�POCKETEI3 DOOR. (NON-REINFORCED SHOWN) // _ $ 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. t//Ll�l6i�k SEE SHEET 13 FOR Op AND REINFORCING OPTIONS dTOWih no. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. % SATE OF ,�'j� 9 LORiD�;`p ; W10-•31 TW TRACKS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. IOAIAL�i�� 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FOG, 1II 11711 1 sheet of 28 - -- _ 1' NION---i DOOR POCKET T OF NOT O CGI E5 WImH N07 PART OF THIS NOA DOOR FRAME WIDTH /lr e� ODOR FRAME WIDTH �Y DOOR FRAME W. NON-REINF.INTERLOCKS tv 1 -- +-- SEE CHAAT ON SHEET 13 Z 1 1 I 1 i -PX(SHOWN) ® EXTERIOR ®j ---- EXTERIOR O L7 Q N LL XP PXX(SHOWN) XXP C d gy THIS APPROVAL QUALIFIES DOORS WITH APPROVED Qta$ CONFIGURATIONS SHOWN WITH 99 AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 a DOOR FRAME W ARE PRESENT, W DOOR FRAME WIDTH FOR DOORS USING 90' k 135' CORNER STILES L LIMIT MAX. DESIGN LOADS TO :L6O.0 PSF w 1 Jt NOTE: i O 0 i ;ti �y 1. CONFIGURATIONS.SHOWN FOR ILLUSTRATION PURPOSES ONLY, ti 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. § C 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. n `'-'- ----' O EXTERIOR J1 ® -'� 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC, p PXXP 90'CORNER DETAIL'0'ON SHEET 22 135'CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN LIEU OF J1 cNV �2 t7 N 9U,) � 3 N^� (TOOK FRAME WI DOOR FRAME MOTH DTH 1--- ,NON-REINF.INTERLOCKS �� SEE CHART ON SHEET 13 C z yj I M M I II gl OF I EXTERIOR Q O O O PXXXXP 90'CORNER DETAIL'0'ON SHEET 22 135'CORNER'DETAIL'P'ON SHEET 22 c OPTIONAL IN UEII OF Jt 0 DOOR FRAME WIDTH. DOOR FRAME WIDTH r--- NON-REINF.INTERLOCKS g I SEE CHART ON SHEET 13 1�O1d J b �� _ UoaSS � �g POCKETS ARE N07 PART OF THIS APPROVAL 1 M 1 AND TO BE REVIEWEO BY AHJ. --- �M HH EXTERIOR Oj Q K7 SPp.AH, PXXXX(SHOWN) 90 CORNER DETAL'o'ON SHEET zz PRODUCT REVISED "uDEH9B.... a PXXXO 13T CORNER DETAIL'P'ON SHEET 22 as complain with the Plodtla 0 1 XXXXP OPTIONAL IN UEU OF Jl Building odo 70582 OXX%P NOA-No. 16.0619.06 *? Expiration Data 09/22/2020 APPROVED ONFIQURATIONc ' a NE OF drOwing no. POCK177 DOORS (NON-REINFORCED SHOWN) By t?TOP•''.`' W10-31 SEE SHEET 13 FOR Op AND REINFORCING OPTIONS Tatum ado Product Control �� R•. ��.` T`YO (21 TRACKS ��r fill P��} sheet 8 of 26 ppr I, THIS APPROVAL QUALIFIES DOORS WITH APPROVED - CONFIGURATIONS SHOWN WfTH 9V AND 135• CORNERS tat n WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 a ARE PRESENT, Z FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX, DESIGN LOADS TO 160.0 PSF a� g � DOOR FRAME WIDT H FRAME WIDTH p NOM.PANEL WIDTH NOH-REINF.INTERLOCKS O SEE CHART ON SV13 0 a 5c H a ,y � � xxxx(SHOWN) 3 oxxx a c MCI XXXX(REVERSE) © 0 EXTERIOR Q o 0 ' o Q DOOR FRAME WIDTH FRAME WIDTH S—' 3 N SEENON-REINF,INTERLOCKS C Z SEE CW+RT ON EET 13 H H J LE 8 n. XXXXXXXX(SHOWN) OXXXXXXO © O QH EXTERIOR Il Jt A TfH 90'CORNER DETAIL'0'ON SHEET 22 DM.PANEL WID 135, OPAONAL HCORNER ODErAILF dt ON SHEET 22 ? 7f Ill @ % O PRODUCT REVISED x J as aom 1ying with the Florida Building Code 1 1 o NOA-No. 15.0019.06 ++ p=H���i b Explretion Dote 09127J2020 BY r• 70392 NOTE: Mlam a Pro uc Contro _ b 'YT 5 APPROVED CONFIGURATION 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION-PURPOSES ONLY. �j f Lr NO '-POCKETED DOOR G (NON-REINFORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13, TEOF Z drowing no, Pack..'o�`'' W10-31 SEE SHEET 13 FOR Op AND REINFORCING OPTIONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. _ ,�S� AL��y0+` F013R (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC• 1 rIIII 1 sheet 9 of 28 THIS APPROVAL QUALIFIES DOORS WITH APPROVED r r CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS JA�v WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT, FOR DOORS USING 90' k 135' CORNER STILES LIMIT MAX• DESIGN LOADS TO.f60,0 PSF q � � DOOR FRAME WIDTH FRAME WIDTH Q NOM.PANEL WIDTH NON-REINF.INTERLOCKS W SEE CHART OV SHEET 13 O rs H J H m ow XXXXXXXX(SHOWN) ! V LL OXXXXXXO © O Q EXTERIOR O Q © tl jE n m 90'CORNER DETAIL'O'ON SHEET 22 N to M;? 135'CORNER OETAIL'P'ON SHEET 22 'Qr' 3 N.-• OPTIONAL IN LIEU OF J `Z J N S O— DOOR FRAME WIDTH E'J gg v NOM.PAN L WIDTH U r ' O . Hsi 8 0 XXXXXXXO(SHOWN) LI ' OXXXXXXO © HO Q JO HO EXTERIOR Q O 017 CORNER DETAIL'0'ON SHEET 22 �' 135'CORNER DETAIL'P'ON SHEEP 22 o a a OPTIONAL IN LIEU OF J o�-ic?g4 PRODUCT REVISED as eom 1ying with the Florida Building Coda o NOA-No. 75-0619.06 % 1 AN,�1�//r���� o . expiration Date 09I22/2020 `�� V0E 8F•., ��� 1 NOTE: tlY _ N 70602 •`•• li ` ralaml-j0dab Product controlj{} APPROVED CONFIGURATION 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. %/y/ ` NON—POCKET D DOORc gtEOF/�� drowtng no. (NON-REINFORCED SHOWN 2. FOR APPLICABLE NON REINFORCED OR•REINFORCED DESIGN PRESSURES SEE SHEET 13. SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. •' FEOR70�'.•�',[�\ �11 Q_31 YOUR. �4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER MC. J' Ol11A1 �� ` 1 II I11T� sheet 10 of 28 pip- r 4 THIS APPROVAL QUALIFIES DOORS WITH APPROVED. �v u CONFIGURATIONS SHOWN WITH SO' AND 135' CORNERS ro " WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 d ARE PRESENT. ^@@@ FOR DOORS USING 99 & 13T CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF F DOOR FRAME WIDTH r VI DOOR FRAME WIDTH NOM PANEL WIDTH SEE CHART ON S TRL OCKS ET 13 Qcy r -L � o . L2 I T U, 4 PXXXX(SHOWN) L Q 19 EXTERIOR c XXXXP c � FRAME MOTH C NOM.PANEL WIDTH NON-REWF.INTERLOCKS N N a SEE CHART ON SHEET 13 �q DOOR FRAME WIDTH - --i .9 U 04P) r5 IR H10 I 10 I o I �I , I O EXTERIOR PXXXXXXXXP (SHOWN) M H H H J H H H M O O O O O O CORNER DETAIL ON SHEET 22 13 c a a g ' - - 135 CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN UEU OF J u�g e o ry oo;3•- PRODUCT REVISED G c as eomplyylng with the Florida p y Building Co di NOA-No. 16-0619.06 0 Expiration Dato0912212020 J11y AHD By 'Q...VpENBB'..,.0 APPROVED CONFIGURATIONS Mla s Prot uct contro H d • POKETED DOORS (NON-REINFORCED SHOWN) NOTE: _ 0692 C *= g SEE SHEET 13 FOR OP AND REINFORCING OPTIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. /ly lip N- S FOUR (4) TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. T TEOF •.',y `' drowing no. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. '......... POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ, 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. �./S�OHAL�t I III t111 sheet 1 of 28 'TYPICAL ANCHORS PANEL WIDTH 791 SEE ELEV.FOR SPACING 1/2'MAX. © EB D.L.O. O REINf.AS REOD. OSEE CHART ONLOAOSOWHIM NG M15A 1 SHEET 13 FOR CAPACITY 4 n ' ,•• II t 1 1 UO Q O O O 114A MI6A E27 1 E4 14 D.L.O. C Z D•L.OPC.EXTBRIOR NOM.PANEL WIDTH 1 PANEL WIDTH O IMERLOCK INTERLOCK .A;rIF9S:AREINFORCED) DOOR FRAME WIDTH (REINFORCED) "" Df COR LARGER o N gjn m WOOD BUCKS #10 X 1-1/4'SSPER CUP Ig N17 z -U L r O PANEL WIDTH © O AT 18'FROMPEACH ENER E0 M2 3 `: 1/2"MA%, 1/2'MAX AND AT MIDSPAN 1/4'MAX. LOAD BEARING D.L.O. LOAD BEARING A / U 09 SHIM -- - 8 X 3 4 1 P H CMS LOAD BEARING mG METAL SHIM � 0 z TYPICAL ANCH RS == Rq Id if TYPICAL ANCHORS SEE EL n ,.TYPICAL ANCHORS SEE ELEV. FOR SPACI 0 a SEE SAEELEV FOR SPACING II FOR SPACING II ga p$p� 7 II II II R H H pppppp � g B • O-a Y.! L1 FIXED PANEL EXT• EXTERIOR DOOR FRAME WIDTH AH DOOR FRAME WIDTH PRODUCT REVISED +++`�. ......... � as eomplying with the Florida CENS•'••, /;-v, OR LARGER WOOD BUCK DOOR FRAME WIDTH Building Code r NOA-No. 15-0619.06 592 pe $ WOOD STRUCTURE Expiration De 09/22I2020 Mlam- rotlue on ro ATORIOR,:� ` 0-31 THREE (3) TRACK DOOR DETAILS SS��,�IAI� `++ sheet 17 or 28 SEE SHEET 15 FOR ANCHORS SEE SHEET 15 FOR ANCHORS o Iola EDGE DIST. 1 3/4" S EDCE DIST. 1 3/4` Q q $QN a ,ld.•�'1• 13 KSI CONC. Nd'• as': I.; - , 3 HSI CONC. d~daa E3 WEEP SIZE 1/4" X 1/8" v�a�Tj�� f REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS O g Q 1 0 Al x u11 10 E26 C 1 ® �Ma E � � �� OPTIONAL SLANT SILL ADAPTORS Vr,WY Ill � N II II " p RN DECORATNE {� @ 704 SILL COVER 1 I I OPTIONAL c� 0 PI I A -•... 1 11 C n 41 0 N M g w OH � o � `x � d CC,i-i 3 S7i . o . d � 3 0 o�" S 3W� 8 l L , ' SILL RISER i i , Efi. OPFIONAL FOR LOADS II I , eOVE+fi0 PSF III I 'I I POURED k HARDENED I 'I HIGH STRENOTH GROUT SILL I ! �I I NON-SHRINK,NON-MET LLIC Efi REO FOR D FOR LOADS ➢ v Fe=5000 PSI MIN. ABOV +60 PSF '1 NOT BY C'I WINDOWS CD 143 MUST TRANSFER SHEAR II LOADS TO STRUCTURE B1 D1 m ® a I 29 0 El \^g= 2 N 1 t1j PRODUCT REVISED rr ,•, ,. _, ..- ..... ascomplyln,with the Flarlda �� �IM,'�••• R! Building CCIo 11C N8(•'� ro NOA-No. 15.0579.06 vossxif 4• N ,�_ d' 1 Explratlon Date09122/2020 \ r•: .:.• .r+ '-"�'s..I.m 3 KSI CONC. ..• •.. .y I�.. .%°'. I •3 KSI CONC. gY e . •.EDGE DIST. /i••�/4`• a ,EDGE DIST. •9/4". - Mlem Product Contra .I 6TA OF drewin no. •...RIDP.•"G�;` W10-31 SEE SHEET 15 FOR ANCHORS i SEE SHEET 15 FOR ANCHORS TWO (2) TRACK DOOR DETAILS �i0NA4 E1 sheet 18 of 28 I TYPICAL ANCHORS SEE ELEV.FOR SPACING PANEL WIDTH 1/2"MAX. PANEL WIDTH Q dli LOAD BEARING A10 X 1-1/4"SS PH SMS SHt G 1 PER CUP 1 OH D.L.O. J 1 a. M2 #8 X 3/4"SS F11 SMS 1 PER CUP 1 ES Q d lAV a� u 0 O u Q W O In O O O abS1 Ee ASTRAGAL S INTERLOCK C FIXED PANEL D.L.O. (REINFORCED) EXTERIOR � NOM. PANEL WIDTH DOOR FRAME WIDTH 5� u DWI 1BY WOOD BUCKS ON o SEE NOTE SHEET 1 t` w N N 0 M n 0 3 m w� Z ^n 1/z•IMI K1 L7 a o #10 X 1-1/4"SS PH SMS 1/a"MAX. o n LOAD BEARINGa 1 PER CLIP LOAD BEARING METAL Uoo SHIM PANEL WIDTH 1/2"MAX So SHIM STRUCTURE TYPICAL ANCHORS 8 X 3/4"SS FH SMS D.LO. LOAD BEARING SEE ELEV. SHIM SPACING S 1 PER CUP O FOR TYPICAL AMC RS TYPICAL ANCHORS SEE EL SEE ELEV. FOR SPACI G - - _ _ 11 FOR SPACING c889 II 27 '•'�� Ei � M o l.••,' EXT. I o' EXT. n." m EXTERIOR ".;•.�' DOOR FRAME WIDTH_ _ DOOR F DOOR FRAME WIDTH FRAME WIDTH D PANEL 111U M T2BYD BUCKf PRODUCT REVISED •'aa sB''., „ WOOD STRUCNRE �L g' SEE NOTE SHEET 1 es comp)yyingg with the Florida Bullding Codo 70592 NOA-No. 15_0619.06 ERplroocn onto 09/22/2020 I��l►!, drawing9 no. Mlaml- vro uc ontro r�SS/OPjpL���� TWO (� TRACK DOOR DETAILS rT1111111tY� sheet 19 oT 28 REFER TO SHEET 15 FOR VARIOUS �v SEE SHEET 15 FOR ANCHORS INSTALLATION CONORIONS. ro 3 EDGE DIST. 3 5/8- EDGE 3 6/B' PRODUCT REVISED Z g EDGE DIST. 6/e' EDGE DIST. 3 as eompiyylng with the Florida Q y s :.m .. .• .. .• .. Building C0 0 h 15.0819.06 F' a my ',Ia. T'.. 'tea,. l i1 r4" I •e: a I.•..a.• NOA-No. Is ` Qo Expiration unto0912212020 p� By mium- Pro ue Con rot (C p LL fic8 gl p 2 WEEP SIZE 1/4" X 1/8" Cy 8 f i ogaa ® ® LL E7 I I ICI o 11 li In � N I I aQ Q O v OPTIONAL p W SLANT SILL ADAPTORS � c w — 24 DECORATIVE I. OPTIONAL SILL COR N MMj I:>I W v 3, uQi 0o a 1 II di 1 f•�JJ pp 'o"'n p I I' I u b OS I II II II II I II 1..T � I I I� i II III I.. I 1 I SILL RISER ER., READ.FOR LOADS o a Ii POURED&HARDENED 1 I ABOVE+BO PSF LT I I NIGH STRENCIH OR 1 \SITa. NON-SHRINK,NON-METALLIC 'I I' I SILL RISER ('c=5000 P51 MIN. " 'I EB READ,FOR LOADS 14} d NOT BY CGI WINDOWS ® I �II ® ABOVE+60 PSFMUST TRANISFER II E7 ©ADS TO STRUCTU r5 � ®SHEAR LEA--J 1 p 1 ® ® ® 1 n 29 :N ul 11 It,Ir o N '1jCE B@ i e a _ n .. ..•`.• '.i' ...A.. m ..._ --.• _y, I 3 KS,CONC. ...- '.i�5 ` n. 1 .3 KSI CONC. EDGE GIST.. .3 5/,8" EDGE DI$T. '3 5/d EDGE DIST. �+ • I 8T 0 SEE SHEEP 15 FOR ANCHORS ��''�S••F OR10�•..'�\�; W10-31 FOUR�41 TRAGIC DOOR DETAILS �&1jfAfaL�%` sheet20of28 _ TYPICAL ANCHORS �Y FOR SPACING EW PANEL WIDTH a 1/2,MAX. GZ EB 1/4-MAX z / LOAD SWING LOAD BEARING METAL 0 SHIM M164 I O SHIM METAL I - - TYPICAL ANCHORS SEE•! _ _ - FOR SPACING M C I II N �I •ii I � I Q a N t4z�-� i----•M11A M16A 6 II R C N •�qt• Y 6 8 � C - m EXTERIOR E2 fj W EXTERIOR #10 X 1-I/4"SS PH SMS 1 PER Cl b 0 DOOR FRAME WIDTH. LZ 3 PER PANEL D n m ZWEIOR URGER AT 58'FROM EACH END M2 iR N NM WOOD BUCKS 1/2.MAX. AND AT MID SPAN 1/4"MAX. 3 I,) LOAD BEARING QB X 3/4-SS FH SMS LOAD BEARING METAL In. 'p 3 SHIM 1 PER CLIP SHIM STRUCTURE `Z'�! MAX. I c$ TYPICAL ANCHORS s fo LOAD BEARING SEE El II TYPICAL ANCHORS Y' U SHIM FOR SPACING SEE El A II FOR SPACING �^ n ° b TYPICAL AUG RsSEE E ,7 FOR SPACt G N N �g8g p8p(� LL N N VS TS N _ 8 EXTERIOR EXTERIOR V b e � rr �i e sF a PRODUCT REVISED DOOR FRAME WIDTH DOOR FRAME WITH! ils- as coma yingg with the Florida aji Building C0 a - G662 y OR OR LARGER WOOD'BUCK Expiration Deto 09/22/2020 L ?� drOWing no. WOOD STRUCTURE U . Mlam a e Product Control FOUP (4�) TRACK DOOR DETAILS rr1�lIAi� aheot 21 eF 28 b oo..� #*-169112' Vo H11 SELF DRILUNO SCREWS 0 AT 6'FROM ENDS& 12"O.C. • ipIl,�u�..� I TT CCC�C° a fail O I I O 90'CORNER ©136 CORNER J II m i #10-24 X 1/2' F}I THREAD&1/01NG SCREWS 1 C FH'111READ CUTNNG SCREWS AT 6'FROM ENDS &12'O.C. J AT 8'FROM ENDS& 52'O.C. W 0 La g 26i� C N Y o C r g �x 3Nm� c to 2 OQ' E3 CO z EXTERIOR EXTERIOR °6 a D,L.OPG. PANEL WIDTH PANEL WIDTH w DOOR FRAME WIDTH DOOR FRAME YQTH 1)10-16 X 1/2' c a v"' HH SELF DRILUNG SCREWS h O o AT V FROM ENDS&le O.C. DETAILS APPLICABLE FOR OUTSIDE CORNERS ONLY c Y , PRODUCT REVISED as complyyingg with the Florida ••'\1C 8F'•. . ,� NON Bullding Gode ` y -No. 15�0619.06 _ ,70592 _ g h Expiratlon D to 09/2212020 y al /F�:• drawin l- no. hTiam o Product Contra F( RiDP,;:• W 1 Q 31 )IMAIt I\\\ sheet 22of 2 DESION I.OAD CAPACITY-PSF(GLASS) GLASS CAPACITY CHARTS �V. - OIASS TYPES GLASS TYPES M 'A & At' .."&'BI' o NOY. DOOR h10181A OF INTERLOCKS INTERLOCKS FORE W01N C HIM FARaS IT/O RSINF. 1NTH RSINF. 9uarcs lxcxrs uf0A1O EXL(+7 I iM.(-) exL(+ INt.(-) zd 24-1/8 10 60.0 60.0 Boo 80.0 30-1/6 to 60.0 60.0 60.0 60.0 36-1 8 E0 10 60.0 6a0 80.0 80.0 42-1/8 10 60.0 60.0 Boo 80.0 NOM.PANEL WIDTH < 4e-1/8 10 60.0 60.0 60.0 80.0 64-1/0 1 a 53.3 67.J 71.1 71.1 8 24-1/8 10 BOA 6010 SOO 80.0 Gry7 O 30-1/e 10 60.0 60.0 aD.O 80.0 NOM.PANEL W11D'H S 38-1/8 84 to BOA 60.0 60.0 80.0 VO 42-1/8 10 60.0 60.0 DO.O 80.0 46-1/8 10 60.0 60.0 60.0 80.0 54-1/8 9 53.3 U3 71.1 71.1 2 N 24-1/B 10 80.0 60.0 60.0 80.0 a JD-1/d 10 60.0 80.0 80,0 80.0 MOM. PANEL WIDTN 41 3s-t/e 90 to 6bo solo eao solo 42-1/8 1a 60A 60.0 80.0 6O.0 m 48-1/8 9 60.0 60.0 Solo 80.0 24-1/8 to 60.a 60.0 80.0 Sala C 30-I/e 10 60.0 80.0 80.0 80.0 S 38-118 a8 10 emu Sao 60.0 B0.0 r 42-1/e 10 e0A 60.0 80,0 eao 51 p n 40-1/0 9 60.0 BOA 60.0 80.0 NOM.PANEL MOTH � QO W GIASS TYPES .�G 'A','D','AC,'At' � C INTERLOCKS N a 'WITH RSINF. y N; EIn.(+) INT.(-) Q M m 24-1/8 10 - 60.0 00.0 d N 30-1/8 10 - 60.0 60.0 APPLICABLE FRO EGRESS C 2� REQUIREMENTS TO BE 3s-1/B 102 1D - - MO REMEWEO BY AW. C3 42-1/8 10 - $0.0 60.0 0 48-1/8 10 00.0 60.0 U S 84-1 a 9 - - 54.4 54.4 -� 24-1/6 10 BOA 60.0 30-1/8 10 60.0 60.0 3B-1/8 10 - - Bolo 60.0 10B 42-1/8 10 - BOA MID 48-1/8 10 - - 60.0 60.0 $ 63-1/0 9 - - 54.4 54.4 g 24-1/B 10 - - 60.0 50.0 g q 30-1/8 10 - - 60A 60.0 s Sgg:iC 36-1/6 114 10 60.0 60.0 it! 42-1/8 t0 40.0 00.0 48-1/6 9 - 60.0 60.0 NOTE: z4-t/d 10 - - 60.0 60.0• GLASS CAPACITIES ON THIS SHEET ARE c 30-1/e to - - Solo solo EtL BASED ON ASTM E1300-09 (3 SEC. GUSTS) o a 36-118 120 to - - 90.0 Dom AND FLORIDA BUILDING COMMISSION o 42-1/8 to - 00.0 60.0 DECLARATORY STATEMENT DCADS-DEC-219 48-1/8 60.0 e0.0Fl-E 11 II 4 a A � ei � �Aa(�•A�.. rr�4 E 1 N PRODUCT REVISED eNsg a N n as complying with the Fiarida Building Coda 9.70592 ' NOA-No. 1S-0619.06 _ ) •i'k- #6 1 Expiration Data09/22/2020 1 �/14116 drAwin9 no. SILL RISER ITEMS EB OR EB.1 ARE REQUIRED FOR LOADS By .,!?oa)G!:GO�� W10-31 ABOVE 4 80.0 PSF ONLY. MIam1 a roduct ontro N 0 R8 NAP. IRf[HRIiSINP. ' �F�A`1 , 9hoet 13 of 2B r 3/1V ANN.GLASS 3/16'ANN.CLASS 075'Inlerloyar 07e Interloyar L(v lt� nr Saflax CP With PET Core Sallex CP With PET Cora BByy,Eastman Chemical Co,' OR'Eastman Chemical Co.' 090'Intarlayor 090"Inlerlayer Saftex Clear And Color Class Sallex Clear And Color Glass 'r a By'Eastman Chemical Co.' R'Eastman Chemical Co.'OR ir'r 090'Inlerlayer 3/6"AIR SPACE S 090°IntorI yor entgGlss SenlryGlaa r: OR Kuroroy America,Ina' BBR'Kuroray Americo,Inc.' 090'Inlorloyar 3/1V TEMP.GLASS 090"Interiayor a F eulacita PV9 Buladte PV8 Q3 t,p By'Kuroroy Americo,Inc.' By'Kuromy America,Inc.' p$8 3/16'HEAT STREWD GLASS 3/16"HEAT STREMD CUSS O Q SILICONE SILICONE S GE SCS 1200 0E SCS 1200 DOW CORNING 899 LOW CORNING 899 g DOW CORNING 995 Dow CORNING 905 3 g y Mf Ml XL EDGE SPACER ST.STEEL BY'CARDINAL' O OR y j q OURASFAL BY'OUANEX •i SETTING BLOCKS Qr' OR H D AT 1/4 POINTS ON UTES O SUPER SPACER BY'QUANEX' tj WIDER THAN 36" E+ 1 PO1%4 POIMS AT ALL 512E5 OUROMETER 6535 rrj pWC EPDM L� DUROMETER 85i:5 0 f �ail GLASS TYPE 'A' GLASS TYPE 'Al 7/16"OVERALL LAM,CLASS 1'OVERALL INSUL LML GLASScI p In t^� 3/16"HEAT STREWD GLASS 3/16'NEAT STREWD GLASS .9 p C4Irl r7 n .075"Interlayer 075'Inter la er C Z Sallex CP With PET Core SOflex CP With PET Coro 0_.9 OR Eastman Chemical Co" 60R'Eastman Chemical Cc,' �{ .090" V �pF Wag Inlerayer 090'Inlerlayer CO) By'E Clear And Color Co.' By_'E clear And Color Class By'Eastman Chemical o.' ggyy'Eastman Chemical Co.' OR OR 090'I lorloyer 3/8"AIR SPACE Sent•Inte layer Senk los t OR Kumrcy Americo,Inc,' By'Kuroroy America,Inc.' La 090'Intarloyer 3/16"TEMP.GLASS 090'Inlerlayer 4448 ut�o 0 Bulocite PIT) a € By'Hwaro America,Inc.' fly Rle PVB o f5 Y 8y'Kuroroy America, Inc.' � 3/16'HEAT STREWD GLASS 3/16'HEAT SIREN'D CLASS Q ry SILICONE SILICONE $ i �u GE SCS 1200 GE SCS 1290 DOW CORNING 899 00 m DOW CORNING 899 DOW CORNING 995 DOW CORNING 995 a t5L v M1 Ml ' � � XL EDGE SPACER A a 9 o ,•i SETTING BLOCKS R STEEL BY'CARDINAL' ` c.m J AT 1/4 POINTS ON LITES I WIDER THAN 36' OUR4SEAL BY 'QUANIX' 1 l OR O DUREPOM OMETER Wig O SUPER SPACER BY'QUANEX' t PRODUCT REVISED r., 1 SETTING BLOCKS as carnplylnB with the Florida : CENgF•.'• ,,: o M AT 1/4 POINTS ALL SIZES C d - EPOM Dulltlln o 0 o,T0692 DUROMETER 85t5 NDA-No. 1S•0619.OS 10 GLASS TYPE '$' Expiration Date09122l2020 L!/ !� f N' GLASS TYPE '$1' B — - 6TAiE y C drawing no. 7/16°OVERALL LAM.GLASS I-OVERALL INSUL.LAM,CLASS Y '� '•.,FLORI.... � Miam- d Product on rot w Q—Tj GLAZING OPTIONS �SS11'N AL i``` sheet 74of 28 i a PRODUCT REVISEDF�; w �t = 1 SEE SHEET 15 FOR ANCHORS Building CodoWlth tho Florida n NOA-No. 1S•0819.06 M x EDGE GIST. 3 5/8" EDGE s DIST EDGE asT. J 5/8' ®GE DIST. J b/8' Expiration Data 08/22/2020 r� .'..;.. i� •• ....•::.' � '..;-. `;a�' ' ,..r,•• -' � Mlam- e Pro uct Control gg O.�.� u aQ� 1 WEEP SIZE 1/4" X 1/8" 1 Mit I I FR65 TO SHEET 15 FOR VARIOUS O © O ® INSTALLATION CONDITIONS. ® OPTIONAL SLANT SILL ADAPTO all 0 11 19 II II II J 1.I II I I I � NNN t � I & G O II II III II I CD � DECORATIVE I 4 SILL COVER ' OPTIONAL C Il Oton o [Fuyj 1 1 C N N;; Q I i W '' ^ II 1 ; I a sz� 4,yII SILL R ill 'i'I Ilh d 01I -I READ ISER MR LOADS c$ oy l POURED$HARDENED I I ASIR+60 PSF g 6 g H I HIGH STRENGTH GROUT I l SILL RISER c 8 NON-SHRINK,NON-METALLIC Fc=5000 PSI MIN ' E8 REOD.FOR LOADS Imo} NOT BY-I w1N00W5 ® ABOVE +80 PSF r5 dN��, III—�y-III MUST TRANSFER SHEAR p° E7 L�F�J LOADS TO STRUCTURE n m ®ko r5 ooYo� E, _.. - t:�rc v A b r•`:.. .:Y :e.I I m •. s •c. 1 3 KSI CONC. •.•. f .I 3�K51 CONC. _ - EOGEDIST.•• •3 5/8,'• $ EDGE•O1Sf,••• •3 5/8"• EOCE•DIST.••' 3 5/b.'•• drawing no. SEE SHEET 15 FOR ANCHORS S' RID`.•'G��� W1 p_31 THREE (3) TRACK DOOR DETAILS ��JS�o��Ltl�`� sheet16of28 TYPICAL ANCHORS TYP(CAL,ANOHORS TYPICAL ANO)iORS M 3 KSI IN CLUSTERS 28Y WOOD BUCKS IN CLUSTERS R!CLUSTERS TYPICAL CANCHORS CONCRETE AT MTO.STILE ¢EE NQIE SHEET 1 AT LLTO.STILE AT MSG.STILE AY aU TSTI4ERS METAL STRUCTURES 9 •&INTERLOCK ENDS &.INITA1.0%ENDS Jay*DOD BUCK§ �&INTERLOCH ENDS SEE SPEC 13ELOW e;• •SES'�W�Rt D KSI SEE CHART &IN?ERLOCK'ENDS EDGE. S(P ';♦:pR!QUAND,IFs�,. CONCRETE 'FOR EA TICS• - 1 SEE NOTE$HEFT 1 SEE CHART SEE CtfART ` FOR QUANTfQES FOR OUANiRI&S Q ° FE 4 :.4• .. EDGE dI.;, t: 6J 5/8'- +3 NC C 2f t� 9 ,e•• NCRETE 'EDGE b/6" asT. IL 'z u � u x . a � $ 4s ANCHOR TYPE C +'a� 8 ANCHOR ttPE.Aa mvsi ANCHOR TYPE A N rn ANCHOR TYPE B cI $ g p Q INTO 2BY WOOD BUM THRU 1,B} jY00D,BUCKS DIRECTLY INTO 3 KSI CONCRETE INTO MET L STRUCTURES -s ,� OR WOOD STRUCTURES r INTO 3.KSI bbNCRETE OR APPR04ED MULLIONS � DR91oN TOAD CAPACITY-POP(ANCHORS)' �{pG DEAD'ANC)tORs Q1u.Atid11o9s WOOD BUCKS AND METAL STRUCTURES NOT BY C01 WINOOW6 INSTALIA'fION CONDITIONS SHOWN APPLY TO k y o (Tree M D A c) (rrvR D2ti .MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH IL-TRACK AND 3 TRACK SYSTEMS YRTH Q�5 CLUDDt Ai CW6IUI AT TYPi('A1 ANCHDR31 SEE ELEV.FOR$PACING TRANSFER THEM TO THE BUILDING STRUCTURE, STO,FRAME HEAD-AND SILL �j sate/1wt9tuR are snr/fid0uoa mos - -AT JATMES- - •- - -' x0u naaa -AT VIKAD- - - - - ---1 f- - - �.. PNUI mots eAu[Kacxt E%T.(+)E1R,(+)F.t{T.(+) Extl+)ExT.(+)'EMd+) TYPE'A'- •1/9 X�1,[4'ULTRACON BY'ELCO' (F-177 10,F71-155 KSQ TYPE`A- 1/4'D!A ULTRACON AT 'ELCO' (fu-177•KSI.Fy�t55 s5U q w'CM _k. iHi- 1Rr,- Ifrt.- oi7.- 1NT.- Pa.-) I RU 8Y INTO 2BY W000 BUCKS OR WOOD•STRUCTURES 1=1/414 24-1/6 40.0 - - e0.0 - H . EMBED INTO CONCRETE I� 1-1/2'MIN.PENETRATION INTO WOOD 30-1/0 ea0 - "MINN. EMBED INTO CONCRETE 36=1/e solo' - 7e.2 solo - THRU 2BY BUCK$ INTO CONCRETE II THRU TBY BUCKS INTO CONd•. OR MASONRY 42-1 a B2 7z.+ ao.D T e6.7 bolo - 1-1.4 MIN. EMBED INTO bON6. OR MASONRY. pr / 1/2'MIN,T MBeb INY.O CONCRETE / " O I� 49-1/6 95.6 e0.0 63A 8" - , , , /�'M4 ULTRACON DV'EEC/)' Fv-177 KSI,F-155 KS a G7 J 34,1/8 62.9 60.0 69.3 e0.0 60.0 I TYPE'8'- (F.-177-0.Fy-155 KSU ,I TYPE'6'- .Li ( Y O H z{=1/6 90.0' - - 80.0 - - DIRECTLY INTO CONCRETE. DIRECTLY INTO CONG. OR MASONRY 0-1 T 2'MIN, EMBED I I 1-1/4' MIN.EMBED INTO CONC, OR MASONRY I p ^op 3e-f/e 94 7a.5 90.E - 71.6 000 - •npE•Lo- ,L/C D 4 c F ORIL INB So (GRADE a CBS) TYPE 'C'- )A'DLA,SELF DRILLING SCREW (CRAOE 5 CR9) � 3 N M 7d '42-1/e 07.8 80.0 - 6413 solo 46-1/6 02.3 00.0 e9.t 90.0 00.0 I INTO MIAMI-DADS COUNTY APPROVED MULLIONS(1/8"THK, MIN.) II INTO MIAMI-BADE COUNTY APPROVED MULLIONS (I/8"THH. MIN.) v0 31q $0.4 •80.0 80.0 56.3 '80.0 $a INTO METAL STRUCTURES' INTO METAL STRUCTURES 2 C Z z4-f/6 00.0 60.0 - STEEL. 1/8'Tt.�K.MIN. (y =39 KSI MIN.) l� STEEL: i/9"THK. MIN. Cry= 36 K51 MIN,) I o 3a-1/e 7e.7 solo - 75.0 bola - ALUMINUM: 1/0 THK: MIN. (6063-T5 MIN.) ALUMINUM; 1/8"T'HK;MIN;(6063-T5 MIN.) o �^ ;6-1/e 4o 09.2 a-�:b - 65.6 eo10 - (STEEL IN CONTACT'WITH ALUMINUM TO BE PIATEU bg PAINTER 1 (STEEL'IN CONTACT 1YRH ALUMINUM TO BE PLATEU OR PNNTEBJ f3 42-1/0 61.9 Salo ••'_- ea.7' doo BD_O -, - - •� .- - •� -' - JI - - _- y U 4e-t/e e6.7 aoo eo.o e3.7• 00.0 40.0 _ - - -AT BILE,- - �. - - ANCHOR Ic7'u"a .24-1/e 9vA - eo,o - - 4 DL ULTRACON BY'ELCO' F-177 KSV, Y-155 K50 IHTO CONCRETC.OR MASONRY-2-1/2`-MIN. 30-1/6 70•d 90.0 - 69.9 B0:0 - ' "' •BZ•-•�' ao-1/e .90 63.0 60.0 - 40.6 e0.0 - QIRECTLY INTO CONCRETE INTO W000 STRUCTURE 1'MIN. INTO METAL STRUCRIRE a 3/4°MIN, 4;�1/e 67.0 60.0 'SEA 94,E 60.0 eo,d i-3/4,MIN,EMBER INTO CGONCRETE- _ - - .1y00D AT HEAD OR•JAMDS 40 n 0,65 MIN, 4p-1/0 9i.9 77.s 50.o 49.3 73.9 ab.0 - - - - - - CONCRETE AT HEAD.SILL OR JAMBE 1..30DO PSI MIN. ¢411/a '60.0 - - 60.0 - - W NOTE; "C-90 HOLLOW?RjLEO BLOCK AT JNABS-IRA-20DO PSI M1N. c is ao-1/e 60:0 - - 60,0 - S2 ANCHUIF CAPACITIES LISTED:ON THIS SILL RISERS ' FFFttt 3e-f/e 59;3 solo 'ao.0 56.2 eo,D solo N SHEET TO BE USED IN.CONJUNCTION SEE SHEETS 14, l5, 17& 18 PdR OPTIONAL SILL DETAILS C 42-1/e fox 52.7 6a0 60,o Sao 90.0 so,0 WITH.GETS$CHARTS ON SHEET IS AND SHEET 13 FOR CAPACITY s k 49-f/e •47.9 60.0 Sao 46.e eo:d '40:0 LOWER APPLICABLE VALUES CONTROL, J ar 8. e4-1/9 4" so.o eo.o •42.o eb.b Go.0 N 3 TRACK SYSTEM SHOWN ALSO APPUCA13LE ANCHOR TYPE B ,ANCHOR TYPE 3 tiIREOTLY INTO 3 KSI CONCRETE 24-1/0 .60.0 - - Bolo s - �ii TO.2 AND 4 TRACK FRAMES, 01RECTLY INTO 3 KSI CONCRETE „ 30�i/11 bolo - - 0D0 - - P.LEAS,E SEE FOLLOWINQ SHEET,H FOR DETAILS.• 36-1/6 YQA s5,s 60;0 '00A •62.6 80,0 '00.0 �9 :�° 9 42-f/0 49.1 60.0 60.0 45.6 0010 a0:0 t •- ram. . c 46-1/e 4A5 fi0.0 00.0 42,2 0 sma a 7 e25 60.9 - 60.0 - - .... Y - 30-1%9 solo - - .7,2 00A 60,0 '.'.J::':.: ::::::: :". - A A t.: �: •I �'f 1 7 ° •1 4ygY1 PRODUCT REVISED �••,•,••�•::.: •.1 ••3;9b: :• AH /i jj 3e-1/9 11! 91S solo OOA 49.2 80:0 00.0 •/ yc•..., / Yv na Oom lying with the Florldn •.1••., .•.`(pENOg'••, s 9 60 d '00,o 43.0 6d.0 60,1) Building Code -•3.5 8_ •` 4• n 42-1/0 !., 16.0619.06 _Ae-1/B 4I.e 00.0 Bolo 39,4 .59.1 60,0 NOMND. � •-. •• ,' /s 24-1%9 60.0 - - solo - - ••' •, •.:. TYPICAL ANCHORS N0.70592 OO-i/a e0.9 00,0 60,0 64:0 Solo• 00.0 s Bxplftlti0n Dale 09/22J2020 p0 EO&HARDENED IN CLUSTERS 1 Ir\���T _ 36-1%0 120 46.e solo solo 46.3 M. solo ,p NO-METALU/NON-SHRINKAGE -AT Mro,STILE 0ggg�p By HIGH STRENOT11 GRDUTdrawing R0. 42 -1/a 13.1 eoA solo •Role solo solo �ZINTERLOCK%RT STANCE so' 9 sz Mlam do Pro ue Control I'c•-90.00 PSI MIN. ��r 4p-1/a 36.0 be.4 60.0 36.0 6d.4 n0.0 NOT By G.O.I.0G1 SEE CHAPS >; $QRIOP,:'G,;�L YY 0-31 . FOR QUANTITIES / •''••• UM1T F7(F.(+)LOA05 TO 60.0 PSF FOR DOORS Yf/0 EINF., P.T9O ALL SIZES MLOADS TO FERSTRUCTURE SHEAR S/O,yAC.�a 'UNIT ERA,(})LOADS iQ 60,Q PSF FOR OOU,RS 19/RFJNf.,UP.TO 66 IN.HT. 10AU5 TO STRUCTURE _ I 1 It 1 shoe(15 of 28 UMIf EST.+ LOADS TO 60.0 PSF FOR DOORS W/REINF.ABOVE 90 IN.ITT.UPTO 120 IN.HIGH.