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WS-15-1627 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-248466 Permit Number: WS- 6-15 1627 Scheduled Inspection Date: November 30, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: DAMMRICH, DANIEL& MARYANNE Work Classification: Window/Door Replacement Job Address: 1223 NE 102 Street Miami Shores, FL 33138- Phone Number Project: <NONE> Parcel Number 1132050250140 Contractor: FLORIDA SOLAR&AIR INC Phone: (305)428-2555 Building Department Comments WINDOW AND DOOR REPLACEMENT(13 OPENING) 3 infractio Passed Comments DOORS AND 10 WINDOWS) INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-242826. CREATED AS REINSPECTION FOR INSP-242053. CREATED AS REINSPECTION FOR I NSP-238057. Same as before Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 25, 2015 For Inspections please call: (305)762-4949 Page 28 of 36 1 ' AL-FAROOt CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT STATEMENT OF INSPECTION November 25,2015 TO: Ismael Naranjo Building Official Miami Shores Village 10050 NE 2 Avenue Miami Shores, FL 33138 Re: Dammrich Residence 1223 NE 102"d Street Miami Shores,FL 33138 Permit Number: WS-6-15-1627 Dear Mr. Lopez, I, Javad Ahmad, P.E., certify that our office performed and approved the required inspections, as indicated in the attached approved inspection log,hereby attest that to the best of my knowledge,belief and professional judgment, the structural and envelope components of the above referenced structure are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge,belief and professional judgment,the approved permit plans represent the as-built condition of the structural envelope component of said structure except as noted below. This document is being prepared in accordance with Section 110.8.4.1 of the 2014 Florida Building Code and must be submitted to Miami Shores Village Building Department in conjunction with the application for a Certificate of(either Occupancy or Completion)for the above referenced structure. Should you have any questions or need additional information please do not hesitate to contact me. Sincerely FINAL—SEE ATTACHED LOG V2 5 Javad'A ad,P.E. Chief Engineer 1235 SW 87th Avenue I Miami,FL 33174 1 T:305.264.8100 1 F:305.262.6978 1 www.afceng.com I alfarooq@afcene.com AL-FAROOQ CORPORATION Job Name: DAMMRICH RESIDENCE Permit#: WS-6-15-1627 Address: 1223 NE 102 ST MIAMI SHORES, FL 33128 Inspected by: EDDIE PACHECO NOTE:THIS LOG MUST BE KEPT WITH THE PERMIT DRAWINGS AT ALL TIMES INSPECTION INSPECTION TYPE APPROVED REJECTED COMMENTS DATE FIELD CONDITION Mark#1A Horizontal Roller NOA 15-0512.05 11/23/15 ANCHORAGE NTO A YES 5/16" Elco Ultracon (3)Anchors per Cluster at SLOPED Interlocks& 15"Spacing. 1-1/4" Max. Shim. FIELD CONDITION Mark#1 B Fixed Window NOA 15-0413.03 11/23/15 ANCHORAGE NTO A YES 5/16"Elco Ultracon&7"Spacing. 1-1/4"Max. Shim. SLOPED FIELD CONDITION Mark#1C Horizontal Roller NOA 15-0512.05 11/23/15 ANCHORAGE NTO A YES 5/16"Elco Ultracon(4)Anchors per Cluster at SLOPED Interlocks& 15"Spacing. 1-1/4"Max. Shim. FIELD CONDITION Mark#2 Fixed Window NOA 15-0413.03 11/23/15 ANCHORAGE NTO A YES 5/16" Elco Ultracon&6"Spacing. 1-1/4"Max. Shim. SLOPED FIELD CONDITION Mark#3 Horizontal Roller NOA 15-0512.05 11/23/15 ANCHORAGE NTO A YES 5/16"Elco Ultracon (4)Anchors per Cluster at SLOPED Interlocks& 17'Spacing. 1-1/4"Max. Shim. FIELD CONDITION Mark#4 Horizontal Roller NOA 15-0512.05 11/23/15 ANCHORAGE NTO A YES 5/16" Elco Ultracon (2)Anchors per Cluster at SLOPED Interlocks& 17'Spacing. 1-1/4"Max. Shim. FIELD CONDITION Mark#5 Horizontal Roller NOA 15-0512.05 11/23/15 ANCHORAGE NTO A YES 5/16" Elco Ultracon (4)Anchors per Cluster at SLOPED Interlocks& 17'Spacing. 1-1/4"Max. Shim. FIELD CONDITION Mark#6 Horizontal Roller NOA 15-0512.05 11/23/15 ANCHORAGE NTO A YES 5/16"Elco Ultracon(3)Anchors per Cluster at SLOPED Interlocks& 17'Spacing. 1-1/4"Max.Shim. FIELD CONDITION Mark#7 French Door NOA 14-1015.04 11/24/15 ANCHORAGE NTO A YES 5/16" Elco Ultracon& 16"Spacing. 1-1/4"Max. SLOPED Shim. FIELD CONDITION Mark#8 French Door NOA 14-1015.04 11/24/15 ANCHORAGE NTO A YES 5/16"Elco Ultracon& 16"Spacing. 1-1/4"Max. SLOPED Shim. FIELD CONDITION Mark#9 Horizontal Roller NOA 15-0512.05 11/24/15 ANCHORAGE NTO A YES 5/16" Elco Ultracon (3)Anchors per Cluster at SLOPED Interlocks& 17'Spacing. 1-1/4"Max. Shim. FIELD CONDITION Mark#10 Horizontal Roller NOA 15-0 C 11/24/15 ANCHORAGE NTO A YES 5/16" Elco Ultracon (2)Anchors per Cl Ya? 5 2 15 SLOPED Interlocks& 17'Spacing. 1-1/4"Max. Shim. D:\2015\DAMMRICH RESIDENCE\Dammrich Residence N FIELD CONDITION Mark#11 Horizontal Roller NOA 15-0512.05 11/24/15 ANCHORAGE NTO A YES 5/16"Elco Ultracon(5)Anchors per Cluster at SLOPED Interlocks& 12"Spacing. 1-1/4"Max. Shim. FIELD CONDITION Mark#12 Fixed Window NOA 15-0413.03 11/24/15 ANCHORAGE NTO A YES 5/16" Elco Ultracon& 13"Spacing. 1-1/4"Max. SLOPED Shim. FIELD CONDITION Mark#13 French Door NOA 14-1015.04 11/24/15 ANCHORAGE NTO A YES 5/16" Elco Ultracon& 16"Spacing. 1-1/2"Max. SLOPED Shim. 11/24/15 FINAL INSPECTION YES FINAL INSPECTION APPROVED JAVAD AHMAD, PE STATE OF FLORIDA PE#70592 NOV 2 5 D:\2015\DAMMRICH RESIDENCE\Dammrich Residence 15 JACI G, RECEIVEDM iami Shores villageNOV �'3 2015 ._... _ .....� I Department BY: 10050 N.E.2nd Avenue tires��,$ iami Shores, Florida 33138 L O p D RI Tel: (305) 795.2204 F MIAMI SHORES VILLAG ax: (305) 756.8972 NOTICE TO BUILDING DEPART T OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER SECTION 8-22 OF THE MIAMI DADE COUNTY CODE. I (We)have been retained by at, sdo' A'e' to perform special inspector services under the Florida Building Code at the pA*0rh ri_"'!J (' Idt?VILl.' project on the bel d structures as of ( 't a 17,01T, (date). I am a registered architect or professional engineer licensed in the State of Y1orW.L PROCESS NUMBERS: W� " 6 - I S – 141 a Special inspector for compaction of fill under slabs on grade. Special inspector for the installation of structuralP iles. o Special inspector for construction of reinforced masonry structures. o Special inspector for welding and high-strength bolting. c Special inspector for fabrication and installation of curtain wall systems on threshold buildings. o Special inspector for fabrication and installation of structural glazed panels. SPECIAL INSPECTOR FOR IJ %,i6at,0 door i�lSC'I�j� is ��n�y,rtrr t'e�lac 2Mt✓I+� Note:Only the marked boxes apply. l The following individual(s)employed by this firm or me are authorized representatives to perform inspection 1. JW_AL ,t} (Z UCS 2. 7 Ul A(L Do {fR C 3. 4, *Special Inspectors utilizing authorized representatives shall insure the authorized representative is cVWifigr by eQdCatft or ..• • licensure to perform the duties assigned by the Special Inspector.The qualifications shall include liceasure.aw a professional engineer . or architect;graduation from an engineering education program in civil or structural engineering; •• ••• g� g;gr�daelio�from en ar+c�itectura� education program;successful completion of the NCEES Fundamental Examination;or registration as 11miding inspector or generst•• contractor. •• • I, (we)will notify Miami Shores Village Building Department of any changes regarding authorized per;onrrelperforming inspection services. ....% I, (we)understand that a Special Inspector inspection log for each building must be displayed in a convenient locatiorionlhe site for reference by the Miami Shores Village Building Department Inspector.All mandatory inspections,as required by the Florida Building Code,must be performed by The Village.The Village building inspections must be called for all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Building Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection th ion p e completed inspection log form and a sealed statement indicating that,to the best of my knowledge, belief and professional judgment those portions of a project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved l Si ed and Seale Er�t ite Name(PRINT) Date: 1 '� I ZD Address Z 1 a2_,1 J St. Phone No. �� 2& q —rMD r ALFAR00Q CORPORATiON CONSULTING ENGINEERS & PRODUCT DEVELOPMENT Client: Florida Solar and Air,Inc. Date: Nov 19, 2015 Project Name: Dammrich Residence Engineered By:MI Project Desc.: 1223 NE 102ND STREET, MIAMI SHORES, FL Checked By: JA Reduced Anchor Capaci Calculations AFC Number: 15-1395 Drawing Number: N/A Design Criteria: i, Florida Building Code 2014 ii, Test protocols: N/A General Notes: -Any deviations from conditions shown on calculations or drawings shall be engineered separatay. ...... ...... -Engineering drawings are checked for structural requirements only. '••••• ...... . ...... Additional Notes: 1. Approved wind loads by others ."". • .... . .. ..... -2. Modifications and corrections provided on this document are not cause for termination 611;%•or remof,11 cSf the approved product approvals under this permit. ;...;. •••••• Disclaimer: -No portion of this document may be used or reproduced in any manner. Unless authorized by the signing professional. NOV 2 20 Javad Ahmad,V FL#70592 EB C.A.N.#3538 1235 2357SW871h Avenue I Miami,FL 33174 1 T:305.264.8100 1 F: 305.262.6978 1 www.akyAg.com I alfaro i-gCq afceng.com AL-F"AROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT MK# NOA# W(IN) H(IN) TYPE AREA(FT=) ZONE Pd(PSF)REQUIRED ANCHORS PER CLUSTER TYP.ANCHOR LOAD PER TYP. - AT INTERLOCKS SPACING(IN) ANCHOR(LBS) REMARK-c 1A 15-0512.10 49 62.75 SH 21.35 4 38.4 41.8 4 11 78.23 OK 1B 15-0413.03 49 62.75 FIX 2135 4 38.4 41.8 NA 11 7&23 OK 1c 15-0512.10 49 62.75 SH 21.35 4 38.4 41.8 4 11 78.23 OK 2 15-0413.03 73.875 50.5 FIX 25.91 5 37.9 49.8 NA 6 76:65 OK 3 15-0512.05 52.875 50.25 HR 1$.45 5 39.8 51.3 4 17 $0.06 OK 4 15-0512.05 36.875 38.125 HR 9.76 4 40.1 43.4 2 17 47.23 OK 5 15-0512.05 52.875 50.25 HR 18.45 5 38.8 51.3 4 17 80.06 OK 6 15-0512.05 52.875 38.25 HR 14.04 4 40.1 43.4 3 17 67.73 OK 7 14.1015.04 34.5 81.5 FD 19.53 4 40.1 43.4 NA 16 $3.18 0K 14.1015.04 34.5 82 FD 19.65 4 40.1 43.4 NA 16 83.18 OK 9 15-0512.05 52.875 38.125 HR 14.00 4 40.1 43.4 3 17 67.73 OK 10 15-0512.05 36.875 37:75 HR 9.67 4 40.1 43-4 2 17 47.23 OK 11 15-0512.05 73.675 38.25 HR 19.62 5 38.8 51.3 5 12 78.95 OK 12 115-0512.051 73.875 50.5 HR 1 25.91 5 37.9 49.8 6 12 76.65 0K WORST CASSE ANCHOR CAPACITY FOR 5/16 DIA.E LCO ULTRACON=79.6 LBS(SHEET A-1)*5%=83.6 LBS c= ••• ••• ••• ••. 1235 SW 871h Avenue Miami,FL 33174 ( T:305.264.8100 F:305.262.6978 www.afceng.com alfaroocIafceng.com W • •• •• • • • •• •• O;AV u �;, �. r��;. • - • z CL m $ 3r h Nall �� •• ._ PON • ., ♦ pay iar a► + £ „r xa Asa' r ntn © � -7, eKZ� '67' SRI .' F • �*., CD tt"”' cc MAE its 1 ""N Y MAX SigF AX t Mn A` Will t' �+ a $ x r L� MA STANDARD LITE SAMPLE ; Input Anchor = Type 4 Tanc = 318 lb H = 49.0 in W = 62.8 in Pmin = 1.0 psf ' Pmax = 100000.0 psf Output (Trapezoidal Load) Area = H * W - MIN(H,W)^2 /2 49.0 * 62.8 - MIN(49.0,62.8)^2 /2 1874.3 in^2 P = MIN(Pmax, 288.0 * Tanc/Area) MIN(100000.0, 288.0 * 318.4/ 1874.3) 48.9 psf > esr- ...... . ...... .... . .. ..... ...... . . ..... .. .. .. .. ...... . .. . . ...... .. . . .... .. . 57' STANDARD STANDARD LITE SAMPLE Input -/ Anchor = Type 2 Tanc = 159 ' lb , H = 38.1 in W = 36.9 in Pmin = 1.0 psf Pmax = 100000.0 psf Output (Trapezoidal Load) Area = H * W - MIN(H,W)^2 /2 38.1 * 36.9 - MIN(38.1,36.9)^2 /2 726.0 in^2 P = MIN(Pmax, 288.0 * Tanc/Area) MIN(100000.0, 288.0 * 159.2/ 726.0) 63.2 sf > IPSO Ut t-t •••• • •• ••••• 00 0 • • • • •••••• A 9 a! NOV 2 0 2015 _`- ,� 1 STANDARD LITE SAMPLE Input Anchor = Type 4 Tanc = 318 lb H = 50.3 in W = 52.9 in ;�/� Pmin = 1.0 psf Pmax = 100000.0 psf Output (Trapezoidal Load) Area = H * W - MIN(H,W)^2 /2 50.3 * 52.9 - MIN(50.3,52.9)^2 /2 1394.4 in^2 P = MIN(Pmax, 288.0 * Tanc/Area) MIN(100000.0, 288.0 * 318.4/ 1394.4) 65.8 sf > 6 j 3 195F 3 •0.60• 094:69 :0000: 900000 00 :*060: ••0• . 0• 00000 09990• a • 00•06 •• •• •• 0• 6900•• 6 •6.66• • 41 •9.660 :000*: :0009: 00 rf V 0 2015 A STANDARD LITE SAMPLE Inut —p Anchor = Type 3 ii' Tanc 239 lb H = 38.3 in W = 52.9in Pmin = 1.0sf P �- Pmax = 100000.0 psf Output (Trapezoidal Load Area = H * W - MIN(H,W)^2 /2 38.3 * 52.9 -MIN(38.3,52.9)^2 /2 1290.9 in^2 P = MIN(Pmax, 288.0 * Tanc/Area) MIN(100000.0, 288.0 * 238.8 / 1290.9) 53.3 psf 7 Li y PSF ov- •••••• .. • •••••Y • •Y•••Y • •••••• •••• • •• ••••• • • • • • Iy_ NOV 2 0 2015 jv STANDARD LITE SAMPLE Input Anchor = Type 3 '%, , Tanc239 lb = !' `%;- - H = 38.1 in Az f W = 52.9 in Pmin = 1.0 psf �w Pmax = 100000.0 psf Output(Trapezoidal Load) Area = H * W - MIN(H,W)^2 /2 38.1 * 52.9 - MIN(38.1,52.9)^2 /2 1289.1 in^2 P = MIN(Pmax, 288.0 * Tanc /Area) MIN(100000.0, 288.0 * 238.8 / 1289.1) 53.4 psf > �3 1 eSF btZ►j • r • •••••• • • ••••• • • • • • •••••• x NOV 2 0 2015 STANDARD LITE SAMPLE Input., ,j Anchor Type 2 Tanc = 159 lb '` �% H = 37.8 in i, W = 36.9 in Pmin = 1.0 psf '-' Pmax = 100000.0 psf , Output(Trapezoidal Load) Area = H * W - MIN(H,W)^2 /2 37.8 * 36.9 - MIN(37.8,36.9)^2 /2 712.1 in^2 P = MIN(Pmax, 288.0 * Tanc/Area) MIN(100000.0, 288.0 * 159.2 /712.1) 64.4 psf > 3.q J95 0k�/ M lL ...... . ...... see:** .000 .. • .... . •• 00"...... . . ..... .. .. .. .. ...... . . . . ...... ...... NOV2 0 2015 Y. + 5-►3 lS' fj STANDARD LITE SAMPLE --T Input I Anchor Type 5 i Tanc = 398 lb H = 38.3 in 'i W 7 =�. 3.9 in Pmin = 1.0 psf Pmax = 100000.0 psf 04 - I Output (Trapezoidal Load) Area = H * W - MIN(H,W)^2 /2 38.3 * 73.9 - MIN(38.3,73.9)^2 /2 2094.2 in^2 P = MIN(Pmax, 288.0 * Tanc /Area) MIN(100000.0, 288.0 * 398.0/ 2094.2) 54.7 psf ) -3 Ar DW-// NA NOV0 2015 Ell STANDARD LITE SAMPLE ------ Anp 11t Anchor = Type 6 Tanc = 478 lb H 50.5 in W = 73.9 in Pmin = 1.0 psf Pmax = 100000.0 psf VV Output Trapezoidal Load) Area = H * W - MIN(H,W)^2 /2 = 50.5 * 73.9 - MIN(50.5,73.9)^2 /2 2455.6 in^2 P = MIN(Pmax, 288.0 * Tanc/Area) MIN(100000.0, 288.0 * 477.6/2455.6) 56.0 ps, 041/ � 2815 15 - ROOT20113701 AL-FAROOQ CORPORATION --------------------- CAN (EB) #3538 SCREW TYPE = 5/16 ELCO ULTRACON LOCATION : SCREWS ARE CANTILEVERED 2-1/2 in. FLAT SURFACE lz EFFECTIVE CANTILEVER = CANTILEVER/2 = 1.250 in. ( PER BCCOC ) MAX. LOAD DUE TOCANTILEVER = �796LBS. Fy = 155000 PSI Fb = . 75Fy = 116250 PSI ( BENDING ) FU = 177000 PSI Fv = .22FU = 38940 PSI ( SHEAR ) Diameter = 0.210 in. ROOT DIA. S = .098 DA3 = 0.000910 inA3 AREA = 0.0346 -inA2 ROOT2011.BAS 11-19-2015 BENDING ON ANCHOR PL 79.6 x 1.250 fb = -- = - --------- = 109379. 5 PSI <= Fb OK// S 0.000910 SHEAR ON ANCHOR P 79.6 fv = - = ------ = 2301.4 PSI <= FV OK// A 0.0346 COMBINED BENDING & SHEAR 109379.5 2301.4 - -- + ------- = 1.0 = 1.0 OK// 116250 38940 215 Page 1 MIAMI•DADE ® MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mianiidade.gov/economy Elco Construction Products,Div.of Infastech 1304 Kerr Drive Decorah,IA 52101 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Ultracon Concrete&Masonry Anchors APPROVAL DOCUMENT: Drawing No. 14-1821,titled"Elco Ultracon Concrete and Masonry Anchors", sheets 1 through 3 of 3,dated 03/07/201 1,with last revision dated 09/29/2014,prepared by Engineering Express, signed and seated by Frank L.Bernardo,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:None LABELING: Each box/container of the smallest quantity shall bear a label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 11-0406.01 and consists of this page 1, evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. Mwr --- ECOUNTY NOA No: 15-0226.08 ulgjqfExpiration Date:January 8,2016 Approval Date:May 28,2015 �'1� 1., 15 Page 1 Elco Construction Products.Div.of Infastech NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 14-1821,titled"Elco Uitracon Concrete and Masonry Anchors",sheets 1 through 3 of 3,dated 03/07/2011,with last revision dated 09/29/2014, prepared by Engineering Express,signed and sealed by Frank L.Bennardo,P.E. B. TESTS Test Report No. Standard Date Signature 1. HETI-08-A402 ASTM E488-96 48/12/08 Candido F.Font, P.E. 2. HETI-08-A406 ASTM E488-96 08/12/08 Candido F.Font,P.E. 3. HETI-08-A407 ASTM E488-96 08/12/08 Candido F.Font,P.E. 4. HETI-08-A410 ASTM E488-96 08/20/08 Candido F.Font,P.E. 5. HETI-08-A412 ASTM E488-96 08/20/08 Candido F.Font,P.E. 6. HETI-08-A414 ASTM E488-96 08/20/08 Candido F.Font,P.E. 7. HETI-08-A416 ASTM E488-96 08/20/08 Candido F.Font,P.E. S. HETI-08-A417 ASTM E488-96 08/20/08 Candido F.Font,P.E. 9. HETI-08-A428 ASTM E488-96 08/22/08 Candido F.Font,P.E. 10. HETI-08-A429 ASTM E488-96 08/22/08 Candido F.Font,P.E. 11. HETI-08-A430 ASTM E488-96 08/22/08 Candido F.Font,P.E. 12. HETI-08-A432 - ASTM E488-96 08/20/08 Candido F.Font,P.E. 13. HETI-08-A434 ASTM E488-96 08/20/08 Candido F.Font,P.E. 14. HETI-08-A438 ASTM E488-96 08/22/08 Candido F.Font,P.E. 15. HETI-08-A442 ASTM E488-96 08/22/08 Candido F.Font,P.E. 16. HETI-08-C104 ASTM C39-05 09/11/08 Candido F.Font,P.E. 17. HETI-08C107B ASTM C39-05 09/11/08 Candido F.Font,P.E. "Submitted tinder NOA #07-0425.01" 1. HETI-01-5013 ASTM E488 06/01/01 H.M.Medina,P.E. 2. HETI-01-5069 ASTM E488 09/17/01 H.M.Medina,P.E. 3. HETI-03-C600 ASTM C39 08/13/03 R.D.Seda,P.E. 4 HETI-03-C601 ASTM C39 12/19/03 R.D. Seda,P.E. 5. HETI-03-1127 ASTM E488 12/02/03 R.D. Seda,P.E. 6. IIETI-03-1136 ASTM E488 12/02/03 R.D.Seda,P.E. 7. HETI-03-1153 ASTM E488 12/23/03 R.D. Seda,P.E. 8. HETI-03-1159 ASTM E488 12/02/03 R.D. Seda,P.E. 9. HETI-03-1161 ASTM E488 12/02/03 R.D. Seda,P.E. 10. HETI-03-1164 ASTM E488 12/12/03 R. D. Seda,P.E. 11. HETI-03-1165 ASTME488 12/12/03 R.D. Seda,P.E. 12. HETI-03-1173 ASTM E488 12/12/03 R.D. Seda,P.E. 13. HETI- - 03 1175 ASTM E488 12/12/03 R.D.Seda,P.E. 14. HETI-03-1177 ASTM E488 12/12/03 R.D.Seda,P.E. 15. HETI-05-1501 ASTM E488 08/31/05 I. ia,P.E. x. 18 ZolS Carlos M.Utrera,P.E. Product Control Examiner NOA No 15-0226.08 Expiration Date:January 8,2016 Approval Date:May 28,2015 E- 1 Elco Construction Products Div. of Infastech 1 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS "Submitted tinder NOA #11-0406.01" 1. Anchor allowable load calculations,prepared by Engineering Express, dated 11/16/2011,signed and sealed by Frank L. Bennardo,P.E. D. MATERIAL CERTIFICATIONS 1. None. E. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) F. STATEMENTS 1. Statement letter of code conformance to the 5t11 edition(2014)FBC issued by Engineering Express, dated 09/29/2014, signed and sealed by Frank L. Bennardo,P.E. "Submitted under NOA#11-0406.01" 2. Statement letter of code conformance to 2007 and 2010 FBC, issued by Engineering Express, dated 11/10/2011, signed and sealed by Frank L.Bennardo,P.E. 3. Statement letter of no financial interest issued by Engineering Express, dated 04/04/2011,signed and sealed by Frank L. Bennardo,P.E. pS't8f Z°!s Carlos M.Utrera,P.E. Product Control Examiner NOA No 15-0226.08 Expiration Date:January 8,2016 E-2 Approval Date:May 28,2015 ELCO ULTRACON K PE. 111 GENERAL NOTES: o��; 1. THIS PRODUCT HAS BEEN DESIGNED&TESTED IN ACCORDANCE, CONCRETE & MASONRY ANCHORS WITH THE STRUCTURAL -0 IS OF THE 2010 FLORIDA BUILDING CODE AND THE FBC FIFTH EDITION(2014)FOR USE WITHIN AND '*; OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. 2. ANCHOR INSTALLATION SHALL BE MADE IN ACCORDANCE WITH is "0 (STA pp MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS AND THIS -P• , - NOTICE OF ACCEPTANCE. -- -' O,� 3. CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,WITH _ NOMINAL PART THREA PART LENGTH------ LENGTH LENGTH LENGTH STRENGTH PROPERTIES AS SPECIFIED HEREIN, HOLLOW AND _ W0.210/,205" 1-1 J4" ENG- 0.875" 0"oI GROUT-FILLED CONCRETE BLOCK SHALL CONFORM TO ASTM C-90. }-THREAD LENGTH- 4. ELCO ULTRACON IS A CORROSION RESISTANT MASONRY AND I FULL THREAD O.D. - -- ---- I wid u d CONCRETE FASTENER FINISHED WITH STALGARD COATING. 1-3/4" 1,750" 1,313" Z ..d 5. HEAD MARKINGS:ELCO ULTRACON MASONRY FASTENERS ARE 2-1/4'_ 2.250" 3.750" _ >3" IDENTIFIED WITH EITHER THE IMFI LOGO OR FOUR DOTS IN THE CASE 2-3/4" 2,750" 1.750" m I W 1 2 OF THE PHILLIPS PAN HEAD.TRIMFIT FASTENERS HAVE THE ELCO LOGO 00,150"REF. ALONG WITH 1 DOT fy"DIAMETERI OR 2 DOTS(3G""p1AMETERI.�'" 3/4"MAX HEAD LOW THREAD 3-1_/4" 3,250" 1.750" fl DIAMETER HEX WAS E'R HEAD ULTRACON FASTENERS HAVE EL 0�SGO DIAMETER 00.123"REP. _ _ _ Z AND"S"INDICATING THE"'/"DIAMETER. WOOD DUCK ROOT DIAMETER DIAMETER 3-3/4" 3.750" 1.750" W R lu SOLID NON6. WCRAKCED CONABLE LOAD SHCRETE SUBSTATE RATESA5.0 FOIDED BY 4.0 FOR R HOLLOW BLOCK 0REF6" 4" 4.000" 1.750" y r 3 $ &GROUT FILLED BLOCK SUBSTRATES.NO ALLdWABLE STRESS INCREASE HAS BEEN USED IN PREPARATION OF THIS DOCUMENT. C 3/16" PHILIPS FLAT HEAD (PFH) 7. ANCHOR YIELD STRENGTH FY-155 KSI,ANCHOR ULTIMATE STRENGTH Fu-177 KSI. c 1 1'-D"=1'-0" SIDE VIEW 8. ANCHOR EDGE DISTANCES,EMBEDMENTS,AND SPACINGS BELOW n THOSE SHOWN IN DESIGN TABLES HEREIN ARE NOT ACCEPTABLE, 9. ALLOWABLE LOAD CAPACITIES TO SUBSTRATES THAT ARE NOT SHOWN IN THE DESIGN TABLES LISTED HEREIN ARE OUTSIDE THE FZ i SCOPE OF THIS CERTIFICATION AND SHALL BE DETERMINED BY A w NOMINAL PART THREAD LICENSED PROFESSIONAL ENGINEER, f LENGTH LENGTH LENGTH 10. ANCHOR INSTALLATION SHALL BE MADE 1N ACCORDANCE WITH m --- PART LENGTH --- 1-1/4" 1.250' 1.000" w THE MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS AND 0.128' y�THREAD LENGTH-- 00.210/.205" 1-3/4" 1.750" _1._500" THIS MIAMI-DADE COUNTY,NOTICE OF ACCEPTANCE. w d I FULL THREAD O.D. 2.250" 1.750" O S 1W1. DRILL HOLES AT LEAST 5'4"DEEPER THAN THE ULTRACON$ EMBEDMENT. - --_ 2 3/4" 2 750" 1 750" u $ 1 DIA SEE DRILL BIT TABLE TO DETERMINE APPROPRIATE DRILL 81T y ti DIAMETER CORRESPONDING TO FASTENER DIAMETER. ' �"- - 3 1/4" 3 25_0" 1 750" U N N a 10.3. CLEAN HOLES OF DEBRIS AND DUST BEFORE INSTALLATION HEAD 00.150"REF - 10.4.OF E ANCHORS SHALL NOT BE INSTALLED BEFORE THE CONCRETE DIAMETER 00L .146 00.123"REF. 'LOW THREAD 3-3/4" 3,750" 1,750" qK s HAS DEVELOPED ITS DESIGN STRENGTH. 0.25"MIN. ROOT DIAMETER DIAMETER a" 4.000" 1.750" ofej a 10.5. ANCHORS SHALL NOT BE INSTALLED IN CRACKED REF. ---- - -._.. 0 Z CONCRETED SUBSTRATES,AS DEFINED IN ACI 355.2. ° PILOT 0 a 11. ANCHOR VALUES LISTED HEREIN ARE DETERMINED THROUGH PILOT HOLE SHALL BE S'i" HOLE 3 16 S LOTTED HEX WASHER HEAD (H W H) W z$�RLj Z TESTING REPORT DATA AND CHECKED FOR CONSISTENCY WITH EACH LONGER THAN EMBEDMENT. SIDE VIEW a 0 u 8 TEST PERFORMED. -""----� 12, REFERENCE THE FOLLOWING TEST REPORTS: ATYPICAL S ECTIO N • HURRICANE ENGINEERING&TESTING,INC. a #HETI.01.5013 01/2001)&ADDENDUM(06/21/02) 1'-0"=1'-D" SECTION #HETI-01-5069 09/06/17/200 *HETI-03-1127 12/02/2D03)1]j 1 3 O ® #HETI-03-1136 12/02/2003 -PART LENGTH u #HETI.03.1153 12/23/2003 *HETI.03-1159 12/02/2003 0.128" THREAD LENGTH-_..- 00.210/.205" NOMINAL PART THREAD w *HETI-03-1161 12/02/2003 300 SERIES FULL THREAD O.D. LENGTH LENGTH LENGTH #HETI-03-1164 12/12/2003 SLOTTED HEX HEX WASHER HEX FLANGE 1 3/4 1 Iso lsoD^ #HETI.03.1165 12/12/2oo3 WASHER HEAD HEAD HEAD SS CAP HEX 2 1/a 2 zso i 750" = S #HETI-03-1173 12/12/2003 WASHER HEAD 00.150"REF. _e z *HETI-03-1175 12/12/2003 HEAD - 4 = #HETI.03-1177 12/12/2003 J ]['j DIAMETER 2.3/4 #H 23"08/13/2003 �i�1j 00.123"REF. LOW THREAD 00.146" ROOT DIAMETER DIAMETER a #HETI-03 C601 12/19/2003 REF. ti #HETI-05-1501 01/21/2011 6p o #HETI-08•A402 08/12/2008 / q p e 3 16" PHILLIPS PAN-HEAD (PPH) id 0 / #HETI-0088-08-A406 06/12/2008-A407 08/12/2008 1'-0"=1'-0" I e@ F #HETI.08•A410 08/20/2008 1 SIDE VIEW 5@ 4 #HEn-08-A412 08/20/2006 LARGE e 5 #HETI-08-A414 08/20/2008 #HETI.08-A416 08/20/2008 DIAMETER �, tl #HETI-08-A417 8/22/200a PHILLIPS TRIMFIT® PHILLIPS PHILLIPS *HETI-08-AA28 008/22/2008 #HETI-08-A429 08/22/2008 PAN HEAD FLAT HEAD FLAT HEAD FLAT HEAD #HETI-DB-A430 08 22 2008 ll I *HETI-DS-A432 08/20/2008 BWpp yy #HETI-08-A434 08/20/2008 I I 1 I PRODUCT UVISW #HETI-08-A438 08/22/2008 ka.l 6J 6J aippsl��M� 14-1821 .� #HETI.08-A442 08/22/2008 RWOlry tb4 saLe� #HETI-8-0104 09/11/2008 ti q ® FOe/pleye Fb PAGE DISt1 KION1- #HETI-0801078(09/11/2008) 1G./ § s HEAD STYLES >tAi lr �- "� '. N.T.S. r K L.fMC1y -PARTLENGTH-- _\'• 'g90Q 0.220" PART LENGTH THREAD LENGTH-- -. 00,260/.250" -- _ 3 FULL THREAD O.D. 0'234"---{- �.THREAD LENGTH--------- 00.33°/.320" NOMINAL PART THREA '� S L FULL THREAD O.D. LENGTH LENGTH LENGT >k'1 NOMINAL PART THREAD 2" 2.000 1,750" ,�• /11 S '�OF / LENGTH LENGTH LENGTH - ----- lJJ HEAD _ -- 00,200"REF. 1-3/4" 1.750" 1.500" 2-f/4_ 2.250" 2.000" ��'�' �.� ,pp ---- LOW THREAD - -- - 0.250"REF. 2-3/4" 2.750" 2,000" b, N� DIAMETER 61 00'168"REF• DIAMETER 2-1/4" 2.250' iJ50" HEAD LOW THREAD ---3-'-- - -- 00.189" ft00T DIAMETER 2.3/4" 2.750° 1,750" DIAMETER 00 236" 00.210"REF. DIAMETER -_ 3.0°0" 2.D00" . syn _0 REF. 3-1/4" 3.250'_ 1,_750^ REF. ROOT DIAMETER ,3_1/4" 3.250" 2.000" yap �� __4" 4.000" 2.000" Z ;V�x 2 1/4" HEX FLANGE HEAD (HFH) E 5 16 HEX WASHER HEAD (HWH) DLaI 2 11-0.-1.-0" SIDE VIEW 2 1'-0"=1'-0" SIDE VIEW ZX Lu �W R bl 4 {--PART LENGTH NOMINAL PART THREAD I+ LENGTH LENGTH LENGTHPARTO w V Env f-THREAD LENGTH- 00.260/.255 - - - 0.255"- -- `-- LENGTH 00330/.320" FULL THREAD O.D. I-1/4. 1250 1.000- 0.25 LENGTH ----- FULL THREAD O,D. NOMINAL PART THREAD t 1-314_ 1.750 1 500" LENGTH LENGTH LENGTH 2.1/4 2,250 1.750- e 2" 2 000" 1.750" - -� 00.200"REF, 2-3/4 2.750 1 7S0" -- 2-1/4" 2.250- 2.000" HEAD LOW THREAD --- 00,250"REF - - - - 00.168"REF. 3-1/4" 3.250` 1.750" HEAD LOW THREAD =3�� 2.750" 2.000" DIAMETER 00,189" DIAMETER 3.3/4" 3.750" 1.750" 00.236' ROOT DIAMETER DIAMETER 00.210"REF. DIAMETER 3" 3.000" 2.000" REF. 4" 4,000" 1.750" REF. ROOT DIAMETER 3_•1/4" 3.250" 2,000" z u s' B 1/4" PHILLIPS FLAT HEAD (PFH) s" 5.000" 1350• 5/16" HEX FLANGE HEAD (HFH) 4"- a.°°°" z.o°°" ❑ ° o 2 1'-0"-1'-0" SIDE VIEW 6" 6.000" 2.750" z v w 2 1'-0"=1'-0" SIDE VIEW r, O Ta U u a ry a J 0s u �� Z � }}}-----------PART LENGTH-------- O I PART LENGTH _ o1 u f THREAD LENGTH 00.260/.255" 00.330/.320" NOMINAL PART THREAD w Z g u =w FULL THREAD O.D. THREAD LENGTH--- FULL THREAD O.D. LENGTH LENGTH LENGTH �0M�' C NOMINAL PART THREAD - ' _ 3' 3 DDD„- JI O V LENGTH LENGTH LENGTH 11 _�. tt•• 1.3/4" 1.750" Y.313" 4 4.000" O 00.200"REF. _ --_- - 0.250"REF. 5" 5.000"HEAD LOW THREAD 2-3/4 2 750" 1.750"DIAMETER 00.168'REF. __. .. - - HEAD LOW THREAD - 00.189" DIAMETER 6" G.000" U REF. ROOT DIAMETER 3.114" 3.250" 1,750" DIAMETER 00.236" 00.210"REF. DIAMETER ----.-- O 33/4" 3.75°"_ 1.750" RE F. ROOT DIAMETER w c 1/4" TRIMFIT © 5/16" PHILLIPS FLAT HEAD (PFH) 2 1'-0"=70" SIDE VIEW 2 1'•0"=1'-0" SIDE VIEW g6 $ NOMINAL PART THREADPAR __ z LENGTH LENGTH LENGTH PART LENGTH _ NOMINAL PART THREAD "3 1-114" 1.25°" 1.000" 00.330/.320" LENGIH LENGTH LENGTH °.178" {IL } THREAD LEND H-- 00.260(.255" -- - -- THREAD LENGTH 2 2.2_50" -�-I I FULL THREAD O.D. 1-3/4" 1.750 1.500- FULL THREAD O.D. 3-1/4" @ 'y 2-1/4 2,250' 1.750" 2-3/4 2.750" 2000 g -2-3/4 2.750' 1.750- , LOW THREAD -14 3 250" ,2 000" t g s R€ 1 HEAD 00.200"REF. 3-1/4 3.250- 1750" _. -� 00.250"REF. 3.3/4 3 750 2 000" �ggy66 DIAMETER 00.168"REF. LOW THREAD 3;3/4" 3.750 1 750 HEAD00.210"REF. 4 4.000" 2.000" �'K 00.169" DIAMETER - DIAMETER 00.236" ROOT DIAMETER DIAMETER S 5.000 2,0°0 REF. R00T DIAMETER 4 4.000" 1,750" REF. _.. _._. [OP7RGR910[lLERYgFI[PEBf D 1/4" SLOTTED HEX WASHER HEAD (HWH) 6^ 6.000" i.so" H 5/16" TRIMFIT M0DVCf 8VL%D 14-1821 2 1•0"=1'•0' SIDE VIEW 2 1'-0"=1'•0" SIDE VIEW � lYbf M1YAI F1°�i'L ScwLo 0.91m.2_j a r 5/70 ULTRACON3[16 ;46549 ALOWABLE�LOAD CAPACITIES_CON ALLOWABLELOAD CAPACITIES: ,IING SPACIDIAMETERS EDGE DISTANCE SPACINUMBER OF EMBEDMENT" TENSI N SHEAR C *. N ; EDGE DISTANCE NLM13EROFNG - EMBEDMENT TENSION SHEAR INCHES DIAMETERS (LB) _ INCHES (LB) (LB) 1 718" 6d 2" 205 120 '. uO `D *_ 12d _2.. 290 120 iO'C��j;C� Ma 2 1-118" fid 1-314"_ 270 _ 120 1.114' — ------ -- �_. 2-114" 12d 13IA" 270 195 5" 16dIS -180s7" ' z 525 330 ,��i��D V _ U 185 195 3,515P.S.L 2-3/16" 5^ 16d 1" 205 375 y77 1 t :e eSd -� L 1-314 800 > LL 2,846 P.S.I. 3-9l 19d 1.314" 270 19_5 CONCRETE•t —__I_ CONCRETE' -_1118" -_.-6d - 1.314" 315�176 F—�7/8_ -_—� 2' 300 120 �4 4m (7 2 114' 12d 1-314" 3153 3f4_ 12d 2" 455 710 42.112" 3" 18d 1" 110W1418" 1516d 1-3/4 660 8503-9/18" 19d 1.714" 315 2'• 835 850 C w?; Y GROUT FILLED 3-9lY6" i8d 1414" 175 135 GROUT FILLED 1-314 230 370 M 2 to 5" iBLOCK6tl ----- .moi CI _. HOL OW BLOCK 1-9118 _ _____ BLOCK 4-112" 24d „ i-114” q15 2-114" 290 375 < h 2.112 2.1/4" 12d 2-114" 220 195 6" 20d 130 140 32d 80 _ _—. _. kkkk 85 3-118 _....._ HOLLOW BLOCK — 1 718" 6d 130 175 1-1/B" Bd 85 3-314' 12d 140 175 32d 85 6�� 2� 225 290 NOTE: __.. NOTE: LL *ULTRACON ALLOWABLE LOAD CAPACITIES LISTED HEREIN ARE NOT VALID FOR *ULTRACON ALLOWABLE LOAD CAPACITIES LISTED HEREIN ARE NOT VALID FOR Z S CRACKED CONCRETE SUBSTRATES. CRACKED CONCRETE SUBSTRATES. Q O t EMBEDMENT DEPTH INTO 2,846 PSI CONCRETE,WITH THE%i'MAX UNANCHORED w o WOOD BUCK LOCATED BETWEEN THE CONCRETE AND THE SIDE MEMBER. ci ? L� EMBEDMENT VALUE LISTED HEREIN CONSIDERS FULL EMBEDMENT TO CONCRETE,GROUT FILLED BLOCK OR II HOLLOW BLOCK.EMBEDMENT DEPTH DOES NOT INCLUDE THE THICKNESS OF ANY WOOD BUCKS, 1/4"0 ULTRACON ALLOWABLE LOAD CAPACITIES_ ULTRACON HEAD W o o p _— ----------------- g SPACING DIMENSIONS: DRILL BIT SCHEDULE: FFF ----- - -- —.__— ? EDGE DISTANCE INCHES NUMBEROF EMBEDMENT"F'S,- IL. SHEAR EAD STYLE HEAD DIAMETER SCREW-ANCHOR "" DIAMETERS (LB) DIAMETER DRILL BIT 3/16"PFH 0.363" 3/16" i5a"DIAMETER ELCO ULTRACON BIT 0 1_•_U2" Bd 1.3/4" 345 120 --- `--- --- -- --- 3/16"PP" 0.365' 1/4' '/6 DIAMETER ELCO ULTRACON BIT 3 3" 12d 1414" 345 170 J 150 15_5 1/4"PFH 0.480' 5/16" y""DIAMETER ELCO ULTRACON BIT w 4" 18d 290 225 1/4_"TRIMFIT-- 0.414" _- — 2,846 P.S.I. 1.3/4" 460 225 5/16'PFH 1. INSTALLATION SHALL BE MADE IN ACCORDANCE WITH THE CONCRETE* _._ 0.543" MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS AND F .1/2" 6d 1-3f4" 455 315 --- THIS MIAMI-DADE COUNTY,NOTICE OF ACCEPTANCE, o8,} 5(16"LOFH 0.695` #ggyy _3" 12d 1-314" 4_85 390 2. DRILL HOLES AT LEAST W DEEPER THAN ULTRACON EMBEDMENT, 2-112" 1" 200 285 5(16"TRIMFIT 0.414" 3, CLEAN HOLES OR UE8R15 AND DUST BEFORE INSTALLATION OF Q f8 — _— ANCHOR. 4" 16d 1.318" 375 395 4. ANCHORS SHALL NOT BE INSTALLED BEFORE THE CONCRETE HAS 9p 1-314" 475 445 DEVELOPED ITS DESIGN STRENGTH. 2,730 P•S•1 _HEX WASHER H EAD 5. ANCHORS SHALL NOT BE INSTALLED IN CRACKED CONCRETE CONCRETE•t 2-112" 4" 16d 1-3/4" - 315 SUBSTRATES,AS DEFINED IN ACI 355.2. HWH) DIMENSIONS: d 4 GROUT FILLED " t6d 14/4" 230 250 BLOCK 2-112 4-112" 18d 2414" 410 250 HEAD STYLE ACROSS FLAT WASHER DIAMETER I R 6" 24d _140 1_40 3/16"HWH 7/4" 0.355" i __ • 1-in" Bd 140 100 1/4"HFH 5/16" 0.625• HOLLOW BLOCK i-_—_.— _ 1-1/4" rc E3 2-112" 3' 12d 140 150__ 1/a"HWH 5/16' 0.415" i =LK1f 111SV1IpD COPIAIpRDN4LEFRNCOffPE34 6" 240 140 295 �pygayy�y�� ---- 1/4"3oossuPHwH 5/16^ 0s60" may 14-1821 NOTE: 5/16"HWH 5/16" 0.543" AeagYMp No TT^"� 6 - `ULTRACON ALLOWABLE LOAD CAPACITIES LISTED HEREIN ARE NOT VALID FOR VACl.DlSGRIPTION• CRACKED CONCRETE SUBSTRATES,AS DEFINED IN ACI 355.2. 5/16"HFH 5/16" 0.585" a t EMBEDMENT DEPTH INTO2,846 PSI CONCRETE,WITH THE),MAX UNANCHORED MiuDI Prama— n1 WOOD BUCK LOCATED BETWEEN THE CONCRETE AND THE SIDE MEMBER. '•EMBEDMENT VALUE LISTED HEREIN CONSIDERS FULL EMBEDMENT TO CONCRETE,GROUT FILLED BLOCK OR HOLLOW BLOCK.EMBEDMENT DEPTH DOES NOT INCLUDE THE THICKNESS OF ANY WOOD BUCKS. hores Village SFP 2 2 2015 REVISI Fi Department (79N .2 A nue,Miami Snores,Florida 33138 05 5-2204 Fax:(305)756-8972 INSPECTION UNE PHONE NUMBER:(305)762.4949 FBC 201y BUILDING Master Permit No.P., ] ` 1V PERMIT APPLICATION sub Permit No. BUILDING ❑ELECTRIC ❑ ROOFING f REVISION ❑EXTENSION ❑RENEWAL []PLUMBING ❑MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑SHOP CONTRACTOR DRAWINGS JOB ADDRESS: L Z23 WE LOzJ- '5+ Ci Miami Shores County: Mi mi Dade : Folio/Parcel#: is the Building Historkaliy Designated:Yes NO Occupancy Type: Load:. Construction Type:. Flood Zone: BFE: FFE: c'nmri.k OWNER:Name(Fee Simple Titleholder):..Colo" G r C,�,c M 7 fryaca-An^&7 phone#.. Address:_L2-Z!> City: ywi r'; S1rtwy-s- State: Pi Zip. 33139 - Tenant/Lessee Name:_ Phone#:. Email: CONTRACTOR:Company Name: 'V- afiAA S-tov- o.' .Aw Phone#: 306.gz8 Z 5-s Address: _.__il 1Z _ jnN".r►w- 'D2rYnRse:, City: State: FL. Zip: 33a'LS Qualifier Name: AIl1 g_<.fftx"- cy4 aAx_A;A01 Phone#: 3&L Li 2-le zSW State Certification or Registration#: SLC t311S 1 o5Z Certificate of Competency#: DESIGNER:Archkect/Engineer: Phone#: Address: City:. State: Zip: Value of Work for this Permit:$ I Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: /7"17� t'1 K!'10't b L'7f('C- Specify color of color thru tile: Submittal Fee$ Penult Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ . TOTAL FEE NOW DUE$ {Rewsed02/24/2014) 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 ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and 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 tice, the inspection will not be approved and a reinspection will be charged. �uV a nom,'ICF-loMA7 •••�= v MaY :•_018 IS Signature MY �'7 �f Signature— e w J PU rows e ctor The foregoing in ent w ✓as acknowledged before me this The foregoing instrument was acknowledged before me this 2 day of S�"��,20 1,by day of C 1 20�,by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: L Sign: —V Print: Print: My Commission Expires: My Commission Expires: APPROVED BY tl `� Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) ® DAT / Y)ADCERTIFICATE OF LIABILITY INSURANCE 07/06/2016� THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Automatic Data Processing Insurance Agency,Inc. PHONE No,Ext): AA/C,No): 1 Adp Boulevard ADDRIESS: Roseland,NJ 07068 INSURER(S)AFFORDING COVERAGE NAIC# INSURERA: AmTrust Insurance Company of Kansas,Inc. 15954 INSURED INSURER B FLORIDA SOLAR AND AIR,INC 11956 MIRAMAR PKWY INSURER C: Miramar,FL 33025 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 362222 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCEADDCSUBR POLICY EFF POLICY EXP LTR INSD WVD POLICY NUMBER MM/DD/YY MM/DD LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE ToRENM CLAIMS-MADE 11 OCCUR PREMISES Ea occurrence $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY r-1 JECTPRO ❑ LOC PRODUCTS-COMP/OP AGG $ PRO- OTHER: $ AUTOMOBILE LIABILITY C MBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATIONX SEATUTE ERH AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $ 100,000 A OFFICER/MEMBER EXCLUDED? ❑Y N/A N TWC3476416 04/23/2015 04/23/2016 100 000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Ave Miami,FL 33138 AUTHORIZED REPRESENTATIVE A©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 26(2014/01) The ACORD name and logo are registered marks of ACORD ` Miami Shores Village ; a : Building Department J" 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(� BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. 14 BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑EXTENSION E]RENEWAL []PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I ZZ3 09 tfl2_nZ $+ City: Miami Shores County: Miami Dade Zip: 3 313 ' Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: M rx.k `(YI OWNER:Name(Fee Simple Titleholder): :_ > sr"-AAr'k�) Phone#: Address: 1 7_Z3 r4 f— 102- City: yw'&'V. Sytom'), State: Vt Zip: 3.3139 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: V6ri'Ag Sotos c,.n-- l4w phone#: 3 OS q 2.8 Z.5'5-5 Address: fila 1Z ,r`nnawvar P2v-Uu.t.l, City: f'V\1rr. State: F—L _ Zip: 3.3oZ$7 Qualifier Name: t 1cY�n�t.Y lYks}Ft1�� Phone#: 3c6 Lj 28 zSW State Certification or Registration#: SCG 131151 oSZ Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$it 1q, Square/Linear Footage of Work: Type of Work: ❑ Addition r❑ Alteration j� ID New 1:1Repair/Replace ❑ Demolition Description of Work: �W I�Pl� � 13 (3 Dmi2S O k,I1N Dvw5� Specify color of color thru tile: Submittal Fee$ 9G - 0�) Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (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 �' '°' "�'��' Signature CONTRAC R The foregoing instrument was acknowledged_e tore me this The foregoin _ .___ re me this I IMCIT r'1't`ALLIVAN day of 20 , byrY ��ntra su u F r inua1720 Jr— , by i�ay 12,201f3 is personally known to c �e°°`'' ' n .,Wh�ti� ¢smr�a Ily known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: Seal: Seal: APPROVED BY / �/ '� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 11111111111!Illll Illll 11111 Iilii IIIiI IIII IIII CFN 2015RO382079 OR 8K 29656 Pss 3755--3757 (3P90 RECORDED 06/15/2015 13:55:12 DEED DOC TAX $4.170.00 Prepared by: Return to: HARVEY RUVINr CLERK OF COURTAna Maria Angulo Nelson M.Taracido,Esq. ilIAt1I-DADS COUNTY. FLORIDA 5975 Sunset Drive Suite 503 8700 West Flagler St.,#170 South Miami,FL 33143 Miami,FL 33174 305-567-0305 File Number: S-AUVERT-DAMMR [Space Above This Line For Recording Data] Warranty Deed This Warranty Deed made this 4th day of June, 2015 between DIANA MARIA AUVERT and ROBERTO BURGUERA, her husband whose post office address is 1223 NE 102nd Street, Miami Shores, FL 33138, grantor, and DANIEL J. DAMMRICH and MARYANNE DAMMRICH, his wife whose post office address is 1223 NE 102nd Street,Miami Shores,FL 33138,grantee: (Whenever used herein the terms "grantor"and "grantee" include all the parties to this instnunent and the heirs, legal representatives,and assigns of individuals,and the successors and assigns of corporations,trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum of TEN AND NO1100 DOLLARS($10.00)and other good and valuable considerations to said grantor in hand paid by said grantee,the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate,lying and being in Miami-Dade County,Florida to-wit: Lot 6, in Block 186, of BAY BREEZE SECTION OF MIAMI SHORES, according to the Plat thereof, as recorded in Plat Book 42, at Page 25, of the Public Records of Miami-Dade County, Florida. Parcel Identification Number: 11-3205-025-0140 SUBJECT TO: Taxes for the year 2015 and subsequent years. Conditions, Restrictions, Dedications, Covenants and Easements of record. Together with all the tenements,hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold,the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land;that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances,except taxes accruing subsequent toDeeember 31,2014. In Witness Whereof,grantor has hereunto set grantor's hand and seal the day and year first above written. Signed,sealed and delivered in our presence: v DoubleTime® Book29656/Page3755 CFN#20150382079 Page 1 of 3 W1 ess N +` DIANA UVER Witne ame:13(-J7") State of Florida County ofMiami-Dade The foregoing instrument was acknowledged before me this day une, 2015 by DIANA MARIA AUVERT and ROBERTO BURGUERA,who[j are personally known or[X have pro d a driver's license as identification. [Notary Seal] N Public Printed Name: vb ,,""`� µpH1ApP{GUtd My Gonion $oION#EE 2007 ;F t, t = d ru Cktary PuWie U" Warranty Deed-Page 2 DoubleTimen Book29656/Page3756 CFN#20150382079 Page 2 of 3 Florida Solar & Air, Inc. our F L o R I D A �. ® Job Number: 11956 Miramar Pkwy.•Miramar,FL 33025aai r Ph:877-310-0310•Fax:877-515-0220 1®i�S� �r CBC058952,CAC1816475 EC13004514&CGG7311:51017 www;solarandair.com �/D2.�. r'�- Where-Res4 7d'6-376-0a°.r� Mobile: /�/..MQi Q A✓+rl 2)aaf"4P7e-1i City: ST: L- Zip: 3.x'/30° This Contract is made and entered into this 2 day of ./.? ,20��by and between.Florida Solar&Air,Inc.,a Florida corporation ("Contractor' or"FSA"),and owner(s)named above of the resid nce located at the address listed,above("Owner"). The Work.Contractor agrees to perform the work described below: Directions are viewed from the inside. On sliding glass doors Active and Fixed 1) Remove existing units to be replaced (NOTE:Removed items are likely to be damaged.) Panels are identified.On casements and 2) Prepare openings as necessary to receive replacement units. single French doors the hinge is identified Right Hinge and Left Hinge.On Double-French 3) W/NDOWS: ❑CWS Vinyl Insulated ❑Simonton Vinyl Insulated ❑Other Doors the more active door,is identified. ❑TM ❑ETI,,,❑PGT Aluminum Insulated ❑TM ❑ETI ❑PGT Aluminum Non-Insulated 4) DOORS:Install .❑TM ❑ETI ❑PGT Aluminum Insulated ❑TM ❑ETI ❑PGT Aluminum Non-Insulated ❑Other Impact:(X) Non-Impact: ( ) Color: White: Tan: Bronze: Grey: Mill Finish: Other: �l Grids Double Hung Single Hung 2-LR Casement Picture Window Other Yes( .) Nor( ), Qty Qty Qty Q Standard Qty Qty. Custom FA AF FA AF FA ACTIVE KAF —ACIVE Sliding Glass Door Single French Doors Double French Doors Geometric AA AF FA RAAF AAF FAA RH (,L) LH RH( ) LH( ) Qty_ Qty_ . Qty_ Qty Qty_ Qty_ Qty Qty_ Qty Glass: 1-1/ G/ y_ ,fin �' lj �' Gid— !� -7tyrn INITIAL HERE—♦ Warranty: Manufacturer's Warranty s 'ent upon completion. 5) Work NOT to be replaced: ka;r/ /rp�i/.�U•-�o J� rO�y[�'� INITIAL HERE—► AD 6) If applicable,removingIV s4 shutter panels,and/or A 4- security bar INITIAL HERE 7) Special Instructions Z:jlese pe AalJ'Jt/ t,.0PV0,11zt o�� nr-rLirv�q t.��✓k 1nU c/�G� ,,, h�', J�� 01 8) Cleanup job debris and provide necessary permits and insurance. 9) If applicable, in the event that Contractor is unable for whatever reason to obtain proper permits prior to commencement of any work,Contractor shall refund any previous payment and this transaction shall be automatically cancelled. (No-finish work other than normal installation is to be done unless noted below.) Additional Work: Schedule:,Contractor shall commence the work within ayafter execution of the Contract(the"Commencement Date")and shall-endeavor to complete all Work hereunder within days after the Commencement Date. The TOTAL PRICE for all Labor and Materials is $ .00 Contract Price $ Down Payment $ 40 .00 Sales Tax(_%) $ ' �"— Balance Payable $19- 7S,0 0o Total Contract Price $/9 Customer understands final payment due upon completion.Inspection coordinated after final payment is paid. INITIAL HERE—► Contractor will provide to Owner a Final Waiver and Release Lien and Contractor's Final Affidavit to Owner,substantially similar to the forms in ch8pter7.13. F rida Statues(2005). Circle one: (YES.&N01 Owner elects to apply for financing.of the above balance payable. If yes is circled,see financing agreement related document. Miscellaneous:This contract contains the entire contract of the parties. It may not be changed orally but only by a signed change order or other written amendment. The waiver by any party of a breach of any provision of this contract shall not operate or be construed as a waiver of any subsequent breach by any party. IN WITNESS WHEREOF,the Parties hereto have executed this contract,under seal,as of the day and year first above written. You the Buyer may cancel this transaction gt any time prior to midnight on thr third business day after the date of this transaction. See the attached notice of cancellation form for an explanation of this right. Owner: Contactor:FSA (AA A-9—,I"1A C T)AA aA-A �Ip' By: Z,arzl� /yam!/ev (Signature of Own (Name&Title) r� p (Signature of.Owner) (Date) Home Owners Association Name: Phone#: YES( ) NO ( ) Building Name: i 0°7 08-17-15 Jorge Rodriguez Windows must be installed per NOA No cement allowed Contractor must be on site 08-19-15 Jorge Rodriguez Windows must be installed per NOA No cement allowed Contractor must be on site Same comments as before 09-03-15 Jorge Rodriguez Windows must be installed per NOA No cement allowed Contractor must be on site Same as before Same comments as before 09-22-15 I. Naranio The detail provided does not match with the details and specifications reflect on the product approvals approved for this project. Provide Miami Dade County one time site specific approval or install windows as per the approved Notice of acceptance. . ». , . . . , \/\ � � . . . , . �� 2 �� : \ � : < « j\»�: . : ��.. \ ° � © » �\� � � ! . � . a « , �y: � q )\: a . .�» . . . � � � +� &� � � « « � � � Z�� . : � \ � � //» � : � © � � .�� : j ; � � \�2 . �° } .� . ©� . / `/ � w � 2 d, . . . . � , � � �/ � a : . , . . y �\\� y. �2 . : I . \�w . . � y \ . // / . w . � : % \/�� \ . :yam. � . . // . � . 'W$', sf Miami Shores Village 10050 N.E.2nd Avenue NE ma-0c ' " �in ow/Door Rep(a( E Miami Shores, FL 33138-0000zf AA � Phone: 305 e. g g, 795 2204 ( ) fi16RiDQ s a ZZ Expiration: 1/13/2016 Project Address Parcel Number Applicant 1223 NE 102 Street 1132050250140 Miami Shores, FL 33138- Block: Lot: DANIEL&MARYANNE DAMMRII Owner Information Address Phone Cell DANIEL&MARYANNE DAMMRICH 1223 NE 102 Street MIAMI SHORES FL 33138- 1223 NE 102 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone t._,_�.._,..w..._..._.._,_....�,.,.._N..._.....�........._.�__,_.._._.�,...,._:._,_ Valuation: $ 19,350.00 (786)344-5151 FLORIDA SOLAR&AIR INC (305)428-2555 .. _.. Total Sq Feet: 0 Type of Work:WINDOW AND DOOR REPLACEMENT(13 OPE Available Inspections: No of Openings: 13 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $12.00 DBPR Fee Invoice# WS-6-15-56167 $3.45 07/17/2015 Check#:2953 $227.90 $50.00 DCA Fee $3.45 Education Surcharge $4.00 06/30/2015 Check#:2887 $50.00 $0.00 Permit Fee $230.00 Scanning Fee $9.00 Technology Fee $16.00 Total: $277.90 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. 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 and zoning. Futhermore, I authorize the above-named contractor to do the work stated. July 17, 2015 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy i - July 17, 2015 1 ( Sf6`Z 2 ,- OCT 2015 9 A AL-FAROOQ, CORPORATION CONSU ODUCT DEVELOPMENT October 16, 2015 Robert Beaird Engineering Manager M CGI Windows& Doors 10100 NW 25 ST S U941E9GTrtOppMpi p>'``' 'r Miami, FL 33172 3TA'tEAN0 OC tMy�AND Ref: Anchorage into Stepped Pedestal Dear Mr. Beaird, The condition of anchorage into a sloped/stepped pedestal is shown below: PI?EC:_�T - - — - 111„N �Tf E- TN GRC)UT ;( NCHETE BUCK FILLEF- e, ::, , Ti In this situation,where edge distance issues may be observed at the top of the anchor due to the sloping of the �� precast block, what is accepted in Miamm-Garp is the following- The edge distance can be increased and the nnbed i ent can be rEuuced as a pair based on the geometry of the sloping.This means that for the purpose of measuring an edge distance and embedment pair,a horizontal line can be drawl at any point to measur,this pair. In the s-tuation abcv,�,this"horizontal line of measurement” begins at the point at which the sloping of the blocl:ends,which ma cimizes the anchor embedment length at the point at which the edge distance b,-coines coostani. 1235 SW 871h Avenue I Miami,FL 33174 I T:335.264.8100 1 F.X5.262.6578 I www.afceng.com I alfarooq-@afceng.com It is important to note that the above assumes that bending will not occur in the anchor within the sloping portion of the precast block based on engineering judgement(this will generally not be an issue,provided that there are at least a couple of anchor-diameters of distance from the anchor to the edge of the top of the sloped portion of the precast block or if the sloping angle is not too extreme,as measured from the vertical axis).This is prevented as shown above by the addition of high-strength grout filler with bonding agent, with width-to- edge from anchor centerline of at least a couple of anchor diameters(2.5+diameters for edge being more than adequate). Further note that the use of bonding agent is not required provided that at the time of application of the r, g q P PP grout, that the concrete is clean, free of debris,and sufficiently roughened or chipped to ensure adequate bonding at the concrete-grout interface. Also note that for clarification, shimming is not structurally required /applicable provided that the window frame is flush with the concrete. If you have any questions or concerns, please do not hesitate to contact me. �PDEAy Very Truly Yours, C��,```,P �O,'',�' No 70592 Javad Ahmad = * F_•.�; Chief Engineer °T�s�To R t a P; 41 ON A L �.% Oct 19 2015 2:42 PM Goin 1235 SW 87t1 Avenue Miami, FL 33174 ':335.264.8100 F. X5.262.6578 www.afceng.com I alfarooq@afceng.com r r a fi i P �i � time =f r� �a F G P 43p� h J& ANNE r ' !R' d y`W` �,i x W� d°Y '( -- p': � .:�•; � �ceder W 1 y 2 OEM PEI Al Vit' 1Y ,tYy: �2 - j`� p r"✓��.`�` -�-�.N ra t, s, E , tgti.� r � o — � i o "s 5 f t i e is 4 ani js i�� Mm em R t IV UP5 "t :ham "ONTO °a f � AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT October 16, 2015 Robert Beaird Engineering Manager CGI Windows&Doors 10100 NW 25 ST Miami,FL 33172 Ref: Anchorage into Stepped Pedestal Dear Mr. Beaird; The condition of anchorage into a sloped/stepped pedestal is shown below: 1 111 1 C T' �, Hl�,H ,T!.'Zk ,"iH (3ROXi-i �,"'JNCKTE SUCK FILLER �y s ;i Ertl i NC, 8" 1,9AS,0NR d�. In this situation,where edge distance issues may be observed at the top of the anchor due to the sloping of the precast block,what is accepted in Miami-Dade is the following: The edge distance can be increased and the embedment can be reduced as a pair based on the geometry of the sloping.This means that for the purpose of measuring an edge distance and embedment pair,a horizontal line can be drawn at any point to measure this pair.In the situation above,this"horizontal line of measurement" begins at the point at which the sloping of the block ends,which maximizes the anchor embedment length at the point at which the edge distance becomes constant. 1235 SW 87th Avenue I Miami,FL 33174 1 T:305.264.8100 1 F:305.262.6978 1 www.afceng.com I alfar000@afcene.com It is important to note that the above assumes that bending will not occur in the anchor within the sloping portion of the precast block based on engineering judgement(this will generally not be an issue,provided that there are at least a couple of anchor-diameters of distance from the anchor to the edge of the top of the sloped portion of the precast block or if the sloping angle is not too extreme,as measured from the vertical axis).This is prevented as shown above by the addition of high-strength grout filler with bonding agent,with width-to- edge from anchor centerline of at least a couple of anchor diameters(2.5+diameters for edge being more than adequate). Further note that the use of bonding agent is not required provided that,at the time of application of the grout, that the concrete is clean,free of debris,and sufficiently roughened or chipped to ensure adequate bonding at the concrete-grout interface. Also note that for clarification, shimming is not structurally required/applicable provided that the window frame is flush with the concrete. If you have any questions or concerns,please do not hesitate to contact me. Very Truly Yours, ,,�` aP..........'4,0 " No 70592 P II yr Javad Ahmad �'' " � ST OF u/ Chief Engineer ° . r �gf1111 * Oct 19 2015 2:42 PM x GP_c 1235 SW 8711 Avenue Miami,FL 33174 T:305.264.8100 F:305.262.6978 1 www.afceng.com I alfaroog@afceng.com 3 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT October 16, 2015 Robert Beaird Engineering Manager O`;T k_ CGI Windows&Doors 10100 NW 25 ST Miami, FL 33172 *` Ref: Anchorage into Stepped Pedestal Dear Mr. Beaird, The condition of anchorage into a sloped/stepped pedestal is shown below: r/ < : Q W LL EXISTING PRECAST FILLER. f'JNCRETE SUCK '> �} < w U - -- _...:.__.—'mac . • - � 1" Z G rr••buff.rti n# W f U W C1 s W w q O ! _ { t fes-; G 9 co c, EXISTING 8" 0150NRY In this situation,where edge distance issues may be observed at the top of the anchor due to the sloping of the precast block,what is accepted in Miami-0acte is&ejo11oyvi1Ri, • • The edge distance can be increased antl'the thlbedYtienrcarrb2 reftced as a pair based on the geometry of the sloping.This means that for the purpose of measuring an edge distance and embedment pair,a horizontal line can be drawn at any point to measure this••pair. In*ecikiation abok"this"horizontal line of measurement" oftthe•blo�k e�rds, hcl�maCimizes the anchor embedment length at begins at the point at which the slopipg the point at which the edge distancq&coptrrs ccoVLarft•• ••• :• 1235 5W 87th Avenue I Miami,FL 33174 1 T-3105+64.8 Lor t F!:85.162.69.78 1 www.afceng.com I alfaroog@afcengxom • •• •• • • • •• •• ••• • • • ••• • • 1 � It is important to note that the above assumes that bending will not occur in the anchor within the sloping portion of the precast block based on engineering judgement(this will generally not be an issue,provided that there are at least a couple of anchor-diameters of distance from the anchor to the edge of the top of the sloped portion of the precast block or if the sloping angle is not too extreme,as measured from the vertical axis).This is prevented as shown above by the addition of high-strength grout filler with bonding agent,with width-to- edge from anchor centerline of at least a couple of anchor diameters(2.5+diameters for edge being more than adequate). Further note that the use of bonding agent is not required provided that,at the time of application of the grout, that the concrete is clean,free of debris,and sufficiently roughened or chipped to ensure adequate bonding at the concrete-grout interface. Also note that for clarification, shimming is not structurally required/applicable provided that the window frame is flush with the concrete. If you have any questions or concerns,please do not hesitate to contact me. Very Truly Yours, JP'.GE No 70592 Javad Ahmad :1� ST OF Chief Engineer A, ,ONA'��```�• Oct 19 2015 2:42 PM Cih�tpin • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • ••• • • • • • • • •• • • • • • • • • • •• • • • • • •• ••• • ••• • • • 1235 SW 871h Avenue Miami,FL 33174 1 -6ZQ5.264.810Q F:305.362.6978 www.afceng.com alfaroogCuafceng.com • •• •• • • • •• •• ••• 0 0 0 ••• 0 0 R Permit WS-6-15-1627 FBC 2010 101.3 Intent.The purpose of this code is to establish the minimum requirements to safeguard the public health, safety and general welfare through structural strength,means of egress facilities, stability, sanitation,adequate light and ventilation,energy conservation,and safety to life and property from fire and other hazards attributed to the built environment and to provide safety to fire fighters and emergency responders during emergency operations. SECTION 102 APPLICABILITY 102.1 General. Vhere there is a conflict between a general requirement and a specific re uirement,the specific requirement shall be applicable. Where, in any specific case,different sections of this code specify different materials,methods of construction or other requirements,the most restrictive shall govern. Level 2 alteration. 606.4 Replacement of windows and doors.The replacement of garage doors,exterior doors, skylight,operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. 1615.1 General design requirements. 1615.1.1 Any system,method of design or method of construction shall admit of a rational analysis in accordance with well-established principles of mechanics and sound engineering practices. 1615.1.2 Buildings,structures and all parts thereof shall be designed and constructed to be of sufficient strength to support the estimated or actual imposed dead,live,wind,and any other loads,both during construction and after completion of the structure,without exceeding the allowable materials stresses specified by this code. SECTION 1626 HIGH-VELOCITY HURRICANE ZONES— IMPACT TESTS FOR WIND-BORNE DEBRIS 1626.1 All parts or systems of a building or structure envelope such as,but not limited to,exterior walls,roof, outside doors,skylights, glazing and glass block shall meet impact test criteria or be protected with an external protection device that meets the impact test criteria.Test procedures to determine resistance to wind-borne debris of wall cladding,outside doors, skylights,glazing,glass block, shutters and any other external protection devices shall be performed in accordance with this section. NOA 14-0915.06 TERMINATION of this NOA will occur after the ex iration date or if there has been a revision or change in the material ...... SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO 8E AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR "SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. t c s -16 23 OGT 2 7 2015 AL-FAROOQ, CORPORATION CONSU PRODUCT DEVELOPMENT. PT=0C=11U MIT , . October 16 2015 , a we Robert Beaird ., .. �_ n *a s Engineering Manager CGI Windows&Doors 10100NW 25 ST � '�Miami,FL 33172cowqw W AND i�� MUL4104 Ref: Anchorage into Stepped Pedesta Dear Mr. Beaird, The condition of anchorage into a sloped/stepped pedestal is shown below: A ' XIS71 k% PRECAST -- , .Y 111=�H STRENGTH GROUT f,ONCRETE BUCKFILLER. 1, Y A.. F 4 d robed&TO rt _- ,77 t EXISTING 8" 1,lA50NRY �q ei. t�i SfiCk.MIG In this situation,where edge distance issues may be observed at the top of the anchor due to the sloping of the precast block,what is accepted in Miaitt-01&4;theAkloiwi$g:•• . .. . . . . ... . increased andothe tntbedment earebe reOiced as a air based on the geometry of the The edge distance can be g ry g p sloping.This means that for the purpose of measuring an edge distance and embedment pair,a horizontal line can be drawn at any point to measure this pair.In tkesitiaation abowe�this"horizontal line of measurement" begins at the point at which the slopiri of-the block ends,whiclrmaKimizes the anchor embedment length at the point at which the edge distancg j rcooies cq:Vtaarttti• ••• ;• 1235 SW 87'x'Avenue I Miami,FL 33174 1 T:-305P264.8t 09 Fs WA62.6978 I www.afceng.com I alfarooq@afceng.com , ....•. ..•. ...000 ..••.. • . . . r� • • • • • '� •.•... • • • . •• ..;: <w .r 1 Y . It is important to note that the above assumes that bending will not oc-ur in the anchor within the sloping portion of the precast block based on engineering judgement(this will generally not be an issue,provided that there are at least a couple of anchor-diameters of distance from the anchor to the edge of the top of the sloped portion of the precast block or if the sloping angle is not too extreme,as measured from the vertical axis).This is prevented as shown above by the addition of high-strength grout filler with bonding agent,with width-to- edge from anchor centerline of at least a couple of anchor diameters(2.5+diameters for edge being more than adequate). Further note that the use of bonding agent is not required provided that,at the time of application of the grout, that the concrete is clean,free of debris,and sufficiently roughened or chipped to ensure adequate bonding at the concrete-grout interface. Also note that for clarification, shimming is not structurally required/applicable provided that the window frame is flush with the concrete. If you have any questions or concerns,please do not hesitate to contact me. ,.-I4pp 1A 4f�"',, Very Truly Yours, ° ?p ........•qo'',., No 70592 47 Javad Ahmad * 9 ST F � Chief Engineer %��5. �1j/111111111�` Oct 19 2015 2:42 PM CSn • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • ••• •• • • • • • • • • 1235 SW 871h Avenue Miami,FL 33174 TF:63050264.84 09 H X05.462.6978 www.afceng.com alfaroog@afceng.com • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 12. Horizontal Rolling 11. Horizontal Rolling 10. Horizontal Rolling Window Window Window JOB DESCRIPTION: 73-7/8"x 50-1/2" 73-7/8"x 38-1/4" 36-7/8"x 37-3/4" WINDOW&DOOR REPLACEMENT 65/65 65/65 65/65 13 OPENINGS NOA#14-0915.07 NOA#14-0915.07 NOA#14-0915.07 11. 10. 6. Horizontal Rolling 7. Single French Bath Laundry Window Door 12 Bedroom 52-7/8"x 38-1/4" 34-1/2"x 81-1/2" egress 65/65 80/80 NOA#14-0915.07 NOA#13-0226.06 7. 8. Single French 6• Door 34-1/2"x 82" 5, Horizontal Rolling 80/80 Family Room Bedroom Window NOA#13-0226.06 egress 5' 52-7/8"x 50-1/4" 65/65 8, NOA#14-0915.07 9. Horizontal Rolling 4. Horizontal Rolling Window Window 52-7/8"x 38-1/8" 9. Kitchen Bath 4• 36-7/8"38--1/8" 65/65 65/65 NOA#14-0915.07 NOA#14-0915.07 3. Horizontal Rolling WindLiving Room Bedroom 3. 52-7 8" egress 52-7/8"x 50-1/4" 65/65 NOA#14-0915.07 ,13. la. lb. lc. 2. �J la. Single Hung 2• Fixed Picture 13. Single French Window Window Door 49"x 62-3/4" 73-7/8"x 50-1/2" 38-3/4"x 81-7/8" 75/75 58/58 80/80 NOA#14-0915.06 NOA#14-0731.05 NOA#13-0226.06 Lb. 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A7aya wmJ auvwny of ya!l earl 991 951 991 L MOO#VO'1d v o a`Ia.0 92£488 14'40999 UDIUA08 q�'E1 wlvd Pmmme aprta c apuo d 43n08 I 1 ole a sf.9k:.dn''t• OZ#ellnS'enuentl Or,MS BSSI S o aul'stuspnsuoa 11upeau!Bu3 Gpepedg n 0000 I O ' r ; t MIAMI- E MIAMI--DADE COUNTY,FLORIDA s nn PRODUCT CONTROL,SECTION DEPARTDIENT OF REGULATORY AND ECONOiIIC RESOURCES(RER) 11805 SN 26 Street,Room 208 BOARD AND CODE ADIHNISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov1econo1Tey Lawson Industries,Inc. 8501 NW 90 Street Medley,FL 33166 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 perforin 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: Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement--L.M.I. APPROVAL DOCUMENT: Drawing No. LAW--ML-1001,titled"Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision "B" dated 08/01/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos,P. E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. "**see RtNEWAL of this NOA shall be considered after a renewal application has been;filell'and there fins 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 bppu% vision oil-change ;••••; in the materials, use, and/or manufacture of the product or process.Misuse of this 14GA,•as an eptloZs4nent • of any product, for sales, advertising or any other purposes shall automatically terrnimito this NOS. PAilure '•:••• to comply with any section of this NOA shall be cause for termination and removal df t4c%. .. .. .... ...... ADVERTISEMENT: The NOA number preceded by the words Miami Dad;M4ty, Florida, and • followed by the expiration date may be displayed in advertising literature. If any;poetidh of tiie NOA is •••••• displayed,then it shall be done in its entirety. ...... INSPECTION: A copy of this entire NOA shall be provided to the user by the rnanufacW*re;* its • distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0127.07 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. NOA No. 14-0908.08 MtAMt DADS COON Y �rr%��! Expiration Date: May 30,2017 " � Approval Date: November 06,2014 @c,t Page 1 •. t Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Sarbinitted under previous NOA's No.'s 02-050.1.05 and 95-1212.09) 2. Drawing No. LAW—ML-1001, titled "Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision"B" dated 08/01/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos,P. E. B. TESTS 1. Tensile Test report on 0.10"thick wall aluminum tube mullion,prepared by Hurricane Engineering &Testing, Inc., Test Report No. HETI---02—T071, dated 09/16/02, tested per ASTM E8, signed and sealed by Rafael E.Droz—Seda, P. E. (Submitted underprevious NOA No. 02-0501.05) 2. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC, TAS 202--94 along with marked—up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing,Inc.,Test Report No. HETI-02-1714, dated 08/27/02, signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under previous NOA No. 02-0501.05) 3. Test report on: 1) Large Missile Impact Test per FBC,TAS 201-94, 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of 120—inch span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02---1716, dated 8/27/02, signed and sealed by Rafael E. Droz—Seda,P. E. (Submitted under previous NDA No. 02-0501.05) 4. Test report on: 1) Large Missile Impact Test per FBC,TAS 201--94. j 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 .""• .... ...... along with marked—up drawings and installation diagram o$ ar}.aiumin-qjp.gliding glass door, prepared by Hurricane Engineering & Testing, J**.e.Fest RWort No.•••• • HETI-02-1718, dated 8/27/02, signed and sealed by Rafael E.Drv"cda, P. E. (Submitted udder previous NOA No. 02--0501.05) •••• 5. Test report on: 1) Uniform Static Air Pressure Test, Loading per rAj TAS�Df'94 along with marked—up drawings and installation diagram o fin, trunirrti�n.sllding•••• • glass door, prepared by Hurricane Engineering & Testing, Juc..;.'Fest Report No. •. HETI-02-1717, dated 08/27/02, signed and sealed by Rafael E-Droz=-Seda;P.Z. (Submitted rattier previous NOA No. 02-0501.05) : .'• ' ...... Jaime D.Gascon,P E Product Control Section Supervisor NOA No. 144908.08 Expiration Date: May 30,2017 Approval Date: November 06,2014 E-1 t C T Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS tCONTLWEnl 6. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL--1376, dated 01/31/96,signed and sealed by Gilbert Diamond, P. E. (Submitted uu(lef•previous NOA No. 95-12X2.09) 7. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC, TAS 202--94 along with marked-up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90-inch span mullion and a 45-inch high fixed window on top,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-1383,dated 02/13/96, signed and sealed by Gilbert Diamond,P.E. (Subin tted under-previous NOA No. 95-1212.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, prepared by manufacturer, dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 12-0127 07) 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5';Edition (20f:4ji)ssued .• by manufacturer, dated 09/02/14, signed and sealed by Thomas J.Sotgs,P. •...:. 2. Department of State Certification of LAWSON INDUSTRIES,JNC. as a for profit:.... corporation, active and organized under the laws of the State.,of Flotilla, dated 04/11/14 and filed at the Secretary of State. 0000go '• ••• 3. Statement letter of conformance to and complying with 1MV 3010, risi;;d by .....• manufacturer, dated 01/25/12, signed and sealed by Thomas J. SptQ$„$.E. 0 •; (Submitted under-previous NOA No. 12-0127.07) •" 4. Statement letter of no financial interest, issued by manufacturq dated*05/20/12, •••••• signed and sealed by Thomas J. Sotos,P.E. • • (Submitted unde.i•previous NOA No. 12-0127.07) Sainte D.Gascon,P.1;, Product Control Section Supervisor NOA No. 14-0908.08 Expiration Date: May 30,2017 Approval Date: November 06,2O)4 E-2 ( T Lawson Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA's No.'s 06-0620,17 and 06-0620.18, dated 05/20/10, signed and sealed by Thomas J. Sotos,P. E. (Strb.rnitted under previous NOA No. 10-0610.02) 6. Laboratory compliance letter for Test Reports No.'s HETI-02-1714, HETI-02-1716, HETI-02-17171 HE,T142--1718, dated 8/27/02 and HETI-02 T071, dated 09/16/02, all issued by Hurricane Engineering&Testing, Inc., signed and sealed by Rafael E. Droz—Seda,P. E. (Srrbntitted un(ler previous NOA No. 02-0501.05) 7. Laboratory compliance letter for Test Reports No.'s FTL-1376, dated 01/31/96, and FTL-1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P. E. (Submitter)under previous NOA No. 02--050.1.05) G. OTHERS 1. Notice of Acceptance No. 12-0127.07, issued to Lawson Industries, Inc. for their Series "Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement —L.M.I.", approved on 03/29/12 and expiring on 05/30/17. . ...... .. . ...... • •• • Jaime D.Gascon,P.P. Product Control Section Supervisor, NOA No. 14-0908.08 Expiration Date: May 30,2017 Approval Date: ]November 06,2014 E-3 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT y !° AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE r� ANCHOR/CLIP ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. GLAZING HORIZONTAL MULLION q PRODUCT RECTANGULAR ALUMINUM TUBE MULLIONS 3 llSING MULLION PROPERTIES ONLY ANCHOR/CLIP HORIZONTAL MULLION GLAZING M O 3 PRODUCT 3 `•o�° t i + a GENERAL. NOTES: $o N cv 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE 3 4 n y z ` 3 3 REQUIREMENTS OF THE FLORIDA BUILDING CODE 2014 EDITION INCLUDING A +'w HIGH VELOCITY HURRICANE ZONE (HVHZ). Z z° z VERTICAL VERTICAL II 2.ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE »w x x 0 W o MULLION MULLION 3 APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS I.E: WIND LOAD,WATER m�E(L k o INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. I II 3.MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS, A .S n INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. GLAZING GLAZING GLAZING ¢ 1 GLAZING 3 rA v; PRODUCT PRODUCT PRODUCT m PRODUCT 4.WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ' N 5.ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS () EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHOR/CLI 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS a ARE NOT PART OF THIS APPROVAL. 4r 7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF Y _ N o WOOD ANCHORS ONLY. (l�fl1 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, w tttyayyy+ Wi W2 ws THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET MULLION SPAN MULLION SPAN THE REQUIREMENTS OF THE 2014 FLORIDA BLDG.CODE -SECTION 2003.8.4. v WIDTH (W) = wt + w2 + w3 MULLION & CLIP NOTES: Q 2 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET Z 2 OF 10 FOR DETAILS AND NOTES. ANCHOR/CLIP ANCHOR/CLIP * REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS o HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET N N 4 iOF 10 FOR DETAILS AND NOTES. $ GLAZING REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS s s 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS VERTICAL PRODUCT fI 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. o MULLION + r, * REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS Z 3I GLAZING GLAZING o zd 61 PRODUCT PRODUCT �v° GLAZING GLAZING I a z z PRODUCT PRODUCT o z 3 , 4VERTICA � 3 a # ANCHOR/CLIP--) _ $ ANCHOR/CLIP o W7 \ W2 •• •s •W2 W •• ♦•• MULLION SPAN PRODUCT'RRVISBD x. = wt + w2 _ iwt +IN2 WIDTH (W) ♦`) — ,nplynec+�NtivltlatWa r� 2 • •♦• WIDTH W • 3,amen coag c I • • • • • Acc , n�ho��,��2�fY"r"r �� VCS � ✓ I i • �u,d7n �� a TYPICAL ML{Qhl ARRANG MEN •: :.• n ;TT6i osioi� a ' ... �— A . ... • s • • ••• ♦ • • • • • • • • • • • ♦ •• •:. ••• i•• •♦ •• ••• 1.690 y .062 1.500 O .156 TYP. -- Ar 62 3.000 ;- 1.500 M°p N o 1.405 4.000 4A00 115 1.732 3.000 3.062 3.000 .115 M (zT1 "_j I 2 X 4 TYPICAL 2.000 1.732 2.062 2100 Z v 7. I�--4,500 -�f STD. TUBE WINDOW FRAME I J Z o z w 2X MULLION CLIP O !J.YsssxLF N W= O qqz 6063-T6 .188 II .156 II a0 g o_ R C C r 102 �fA00-�1 � 102 k+�1A00� r � '� I (L .156 I .078- NOTCH 6.000 1.062--1 1.188. LD62� LI88 I--1.062-H L, OPTIONAL L" 2X6 1 X4 1 X3 1 X3 1 X2 1 X2 �` W STD. TUBE CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION D 0.l Oj MULLION 6063-T6 6063-T6 6063-T8 6063-T6 6063-T6F IXx: 2.070 int Ixx: 1.000 int Ixx: 0.950 in Ixx: 0.370 in! Ixx: 0.330 int U a Sxx: 1.035 in3 Sxx: 0.667 in3 Sxx: 0.633 in3 Sxx: 0.370 in3 Sxx: 0.330 in3 z a a 2.000 H z v o (RANGE FRAME) (FIN FRAME) (FLANGE FRAME) (FIN FRAME), NCE FRAME) �, i STANDARD TUBULAR SHAPES 2100-y a colnplyim�YNH lhal+bttd6 li, E3 :I TYP.WALL= 125"ALL 1 B.11018 ca a it ALLOY= 6063-T6 �I'�0- ,125 Acccptrnce l'i. t 750 _I RxpimoryD c TYPICAL GLAZING PRODUCT 124 1.000 41N3'I Uadt m0'euct �'I tL 10I1� 2100 .125 2'250 y _ � rL000� ,125 4.000 yQy 'I 6.000 3.000 H .j .125 2.000 4.500 N o Ix MULLION CLIP 21oQ a0� a.000 LLUL4.Do0 Lul N Q 6063-T6 opo 1 X 4 1 X 3 1 X 2 MULLIONS CONTAINING STD. TUBE MULLION STD, TUBE MULLION STD. TUBE MULLION m s y L" C,L"� TYPICAL GLAZING PRODUCTS 2 x 6 6063-T6 6063-T6 6063-T6 NOTCH OPTIONAL 2 X 4 Ixx: 2.070 int Ixx: 0.950 int Ixx: 0.330 int w HORIZONTAL OR VERTICAL - �, Sxx: 1.035 in3 Sxx: 0.633 jn3 Sxx: 0.330 in3 a °� 0 o SEE wlNDow OR 000R APPROVAL FOR STD TUBE MULLION STD. TUBE MULLION a fS FASTENERS SIZES AND SPACING ��-T6 8083-T6 c .n a Ixx: 8.280 in Ixx: 2.980 int z z Sxx: 2.760 in3 Sxx: 1.490 in3 z° m Z � L6 'L,� L _CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS MULL "L" INSTRUCTIONS USING MULLION PROPERTIES ONLY •• USE CHARTS AND GRAPHS AS FOLLOWS. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT + 1 2 • l,686'• + • AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE ' • SIEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. I X a + gR'G*8'• :+: COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. , NOTCH • )6 4 961-6 @� • • �'�"-�REQUI MENTS USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD O z OPTIONAL 2 X 4 3.688' STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT �4455N APPROVAL. NOTES: •'j a. L 2 X 6 5.6@8' STEP SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET ` oma 2.000 • USING CHARTS ON SHEET 3 OF IO SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. 05�?'� 1!ALl ANO J %EB•AR9 TO FO 6T�5w_XH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 2. MULLIONS MAY BE ORIENTED VERTICALLY OR - &�" Nle IN TUBE CIWNi. • •� N STEP t ABOVE. o HER ANGbES•4R9 NOT+FIT SNUG HORIZONTALLY. ANGLE CLIP • • i1SING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS P, I 6063-T6 Ir�f TU8=lAULLIONS,%EE•OPIIIONAL• STEa l ON SHEET 9•SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION k--2.000-a j1�0�10ft •ETAIL AT 9BEET094w 10, MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. A • • • • • • • • • • 0 •• +: ••• •i• i• •• TUBE MULLIONS TUBE MULLIONS TUBE MULLIONS Width w MULLSPAN 1X2 1X3 1X4 2X4 2X6 Width w MULLSPAN 1X2 1X3 1X4 2X4 2X6 Width(w MULLSPAN 1X2 1X3 1X4 2X4 2X6 v, O 18 150.0 150.0 150.0 150.0 150.0 18 28.3 81.5 150.0 150.0 150.0 18 19.3 42.1 60.5 150.0 o z 24 150.0 150.0 150.0 150.0 150.0 24 21.2 61.1 133.2 150.0 150.0 24 31.5 45,4 126.2 o q 30 123.0 150.0 150.0 150.0 150.0 30 17.0 48.9 106.5 150.0 150.0 30 25.2 36.3 100.9 36 102.5 150.0 00 150.0 150.0 150.0 36 40.7 86.8 127.8 150.0 36 21.0 30.3 84.1 n I o 42 87.9 150.0 150.0 150.0 150.0 42 34.9 76.1 109.5 150.0 42 18.0 25.9 72.1 a v w 48 38.318" 76.9 150.0 150.0 150.0 150.0 48 74414" 30.6 66.6 95.8 150.0 m7a 120" 15.8 22.7 83.1 0 .. x 64 68.3 137.6 150.0 150.0 150.0 54 27.2 69.2 85.2 150.0 - 20.2 58.1 3 4 M y 60 61.5 123.9 150.0 150.0 150.0 60 24.4 63.3 76.7 144.2 18.2 50.5 =}o o 66 55.9 112.6 150.0 150.0 150.0 66 22.2 48.4 69.7 131.1 16.5 45.9 In 72 51.3 103.2 150.0 150.0 150.0 72 20.4 44.4 63.9 120.2 15.1 42.1 0 Z A o 78 47.3 95.3 150.0 150.0 150.0 78 18.8 41.0 59.0 110.9 _ _ 38.8 0�a o 18 89.3 150.0 150.0 150.0 150.0 18 56.3 122.6 150.0 150.0 18 31.6 45.5 126.4 �R �D 24 67.0 150.0 150.0 1 150.0 150.0 1 24 42.2 92.0 132.4 1 150.0 24 23.7 34.1 94.8 w 1 30 53.6 142.3 150.0 150.0 150.0 30 33.8 73.6 105.9 150.0 30 1 19.0 27.3 75.8 a 36 44.6 118.6 150.0 150.0 150.0 36 28.1 61.3 86.3 150.0 36 15,8 227 63.2 F 42 38.3 101.7 150.0 150.0 150.0 42 24.1 52.6 75.7 150.0 4219.5 54.2 48 50618" 33.5 89.0 145.4 150.0 150.0 48 84" 21.1 46.0 66.2 140.8 48 132" 17.1 1 47.4 U a 64 29.8 79.1 129.2 150.0 150.0 54 18.8 40.9 58.8 125.2 54 15.2 42.1 Z m 60 26.8 71.2 116.3 150.0 150.0 60 16.9 36.8 53.0 112.7 60 37.9 �y 66 24.4 64.7 105.7 150.0 150.0 66 15.3 33.4 48.1 102A 66 34,5 72 22.3 59.3 96.9 139.5 150.0 72 30.7 44.1 93.9 72 31.6 4 78 20.6 54.7 89.5 126.8 150.0 78 - 28.3 40.7 86.7 78 29.2 04 w 18 62.6 150.0 150.0 150.0 150.0 18 37.7 82.1 118.3 150.0 18 24.3 35.0 97.4 24 46.9 135.1 150.0 150.0 150.0 24 28.3 61.6 88.7 1 150.0 24 18.3 26.3 73.0 R 30 37.5 108.1 150.0 150.0 150.0 30 22.6 49.3 71.0 150.0 1 30 21.0 58.4 1k a 36 31.3 90.1 150.0 150.0 150.0 36 18.8 41.1 59.1 143.8 1 36 17.5 48.7 42 26.8 77.2 131.1 150.0 150.0 42 16.2 35.2 50.7 123.2 42 15.0 41.7 48 67" 23.5 67.5 114.7 150.0 150.0 48 96" 30.8 44.3 107.8 48 144" 36.5 z 64 20.9 60.0 101.9 146.8 150.0 `54 27.4 39.4 95.8 54 32.5 ®1 60 18.8 54.0 91.7 132.1 150.0 60 24.6 35.5 86.3 60 29.2 66 17.1 49.1 83.4 120.1 150.0 66 22.4 32.3 78A 66 26.6 X 72 15.6 45.0 76.5 110.1 150.0 72 20.5 29.6 71.9 72 a 24.3 78 41.6 70.6 101.6 150.0 78 19.0 27.3 66.3 78 72.5 S 18 46.3 133.4 150.0 150.0 150.0 18 26.5 57.7 83.1 150.0 18 31.0 86.1 m $$ yg 24 34.8 100.0 150.0 150.0 150.0 24 19.9 43.3 62.3 150.0 24 23.3 64.6 4c r o $ q 30 27.8 80.0 15D.0 150.0 150.0 30 15.9 34.6 49.8 136.3 30 18.6 51.7 " o 36 23.2 66.7 125.2 150.0 150.0 36 28.8 41.5 113.6 36 42 19.9 57.2 107.3 150.0 150.015.5 43.1 r w 42 24.7 35.6 97.4 42 36.9 48 63" 17.4 50.0 93.9 135.1 150.0 48 1081, 21.6 31.1 85.2 48 150" 32.3 e d 64 15A 44.5 83.4 120.1 150.0 64 19.2 27.7 75.7 64 28.7 60 40.0 75.1 108.1 150.0 �66 17.3 24.9 68.1 60 25.8 z 66 36.4 68.3 98.3 150.0 15.7 22.7 62.0 66 23,5 72 33,3 62.6 90.1 150.0 20.8 56.8 72 21.5 c E 78 30.8 57.8 83.2 150.0 19.2 52.4 78 .9.9 Sd K HOR17Qt�AL i1�Y11ON• • • • • •• i • • • • • • ••TYRICAL WULkIOW ARRANGEMENTS VERTICAL PRODUCT •S • • •i• •yr,•,y • pag MULLION Z • 9liDE Ri9TANGOLM SDEFi/ •• Q N _,.• SC GLAzwc cuziNc o¢ NOTE: aMAO � PRODUCT PRODUCT MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED PRODUCT REVISED cv v Iuply0,g with Qw Ploddn c •• 3 •VERTICALLY OR•HORIWNTALLY. 3uilan+g code _ GLAZ ��.G • • JINPERPOLATION 19EMECN WIDTHS ALLOWED laepinnceho tt fff N� - I UC PR UCT PROD • • • • • • cxyrcpTn 1'.Znte�Z1' �' o • •• • • • 141 W2 ilL 13. - d W1 W2 • Wit{ATW (W)•: • 11am��adePro�d ctmtrol�, a ``' w MULLION SPAN _I 2 A • •• •• • • • •• •• ••• • • • ••• • • 1.690 '1L A 5 1,000 - .062 J .688 312 1.000 1s� y y .. .756 TYP. -- .125 •o`- 62 7ra 5 •688 125 o q Z 3.000 M y rj 1.732 1.405 4.000 FF v~i Q� (9 z 4r q.0� 2 X 4 4.003.625 00 3,�03.000 3.062 0 ^ 2.688 m 0 n a 3 y I � WINDOW FRAME 2> R m Fes-4.500 4 z 2X MULLION CLIP ,188] .156] �-1.000 M D. k o 6063-T6 II .102 I 102 2 X 6 F�SA62 I Lo -I 1 X 3 1,1ee a NOTCH 'L' 6.000 STD. TUBE 1 X 4 STD. TUBE MULLION 1 X 3 �•L' oPnoNu MULLION 1 X 4 STD. TUBE MULLION 1 X 3 6063-T6 CUSTOM MULLION W CUSTOM MULLION 63-T6 CUSTOM MULLION 6063-76 a Oa 6063-T6 6063-T6 Ix : 4.709 int Ixx:604.709 in! Ixx: 2.168 in. '7 4 Ixx: 2.218 int z Ixx: 2.168 int E"x . . . z S. 2.355 in. 3 Sxx: 2.355 in.3 3 Sxx: 1,445 in3 Sxx: 1.445 in. Sxx: 1.479 in3 F' $ o o ® 2'000 (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) p z3 a STANDARD TUBULAR SHAPES 2.000 30 ,1 TYP.WALL-.125'ALL 1.580 .1 ALLOY m 6083-T6 W ai U .750 �I tsyl' A AL GLAZING PRODUCT ASO II^--2,000- N .•U j 1A0D ( 1.625-1I z d! ze 2.000 .125 2.250 �{0 4.000 1� q H I 6.000 X12 S.M.S. 012'O.C. 4.000 .125 4.500 e o y ]X MULLION CLIP 3.000 4.000 3.625 H o 6083-T6 4 c MULLIONS CONTAINING m Y NOTCH C L TYPICAL GLAZING PRODUCTS C4x5.4 w OPTIONAL HORIZONTAL OR VERTICAL PRODUCI'REv1SED w m as cmupiyiog Wide ft Florida a o SEE WINDOW OR DOOR APPROVAL FOR 2 X 6 2 X 4 Amp ccdilfg Codc m a FASTENERS SIZES AND SPACING pcl\oA�0602 STD. TUBE MULLION STD. TUBE MULLION G`cpi[flugn�0e,6063-T6 6063-T6 - o � Y z rc A Ixx:19.648 int Ixx: 7.649 int Miauit nroductConlro� s' ' � '� CLIP LENGTH Sxx: 6.549 in3. Sxx: 3.825 in'. a oo f RECTANGULAR ALUMINUM TUBE MULLIONS \✓ TRUCIIONS 11 s er MULL "L" •• • • • •• USING MULLION PROPERTIES ONLY 1 X 2 1.688' • • •rIE CWR S-rFWH:AS FOLLOWS. N DRERAIHE�ESIRMLEAD RLEu1REo FOR PARTICULARoPENINc. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT 1 X 3 2.688' •• s • • • • • • AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE s 9 • •67EP 20U•E APPROVEDCIAZMG RROIDUCTS MEETING ABOVE LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. �Oe NOTCH 1 X 4 3.688' REQUIREMENTS. b^z OPTIONAL USE CONNECTION TO MULLION AS PER PRODUCT 2 X 4 3.688' NOES: • APPROVAL. F .125 MIN. c�i L.2 X 6 5.668' •••STEP 4�PECIFY 4W ILIUM SHIALSPACING• 1. REFER TO THE GENERAL NOTES ON SHEETocr ` 2.000 UVNGCHAWS ON SWEET05 Oi 1gSELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. 1. ALL CLIPS AND ANGLES E 0 F STEP W H%SIGN RATINGOMORJ THAN CSSIGN LOAD SPECIFIED SNUG INTO TUBE MULLIONS. STEP ABo 2. MULLIONS MAY BE ORIENTED VERTICALLY OR •• • • • •i i 16• •• • • p ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT* • UNNGWNCHOR TYPES OMSHIIPT ATHRU 9 AND ANCHOR CHARTS HORIZONTALLY. w I J I 6063-T6 INTO TUBE MULLIONS, SEE WWWDNAL• STEP 640N SHEEN•.SELE0DMCKOR TRE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION _ rWl I--2.00o--I ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. A • • • • • • • • • • • •• •• • • • •• •• 900 0 0 • ••• • • STEEL REINFORC EDT USE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS Width w. MULL SPAN 1X3 1 X 4 2X4 2X6 Width w MULL SPAN 1 X 3 1 X 4 2X4 2X6 Width(W) MULLSPAN 1X3 1X4 2X4 2X6 18 150.0 150.0 150.0 150.0 18 150.0 150.0 150.0 150.0 18 44.0 95.7 150.0150.0 o z 24 150.0 150.0 150.0 150.0 24 139.5 150.0 150.0 150.0 24 33.0 71.8 116.6 150.0 o q 30 150.0 150.0 150.0 150.0 30 111.6 150.0 150.0 150.0 30 26.4 57.4 93.2 150.0 36 150.0 150.0 150.0 150.0 36 93.0 150.0 150.0 150.0 36 22.0 47.8 77.7 150.0 Mol z e 42 150.0 150.0 150.0 150.0 42 79.7 150.0 150.0 150.0 42 18.9 41.0 66.8 150.0 Nae v v a 48 3B•3/8" 150.0 150.0 150.0 150.0 48 74-1/4" 69.7 150.0 150.0 150.0 48 120 16.5 35.9 58.3 149.7 54 150.0 150.0 150.0 150.054 62.0 134.6 1 150.0 150.0 54 31.9 51.8 133.1 60 150.0 150.0 150.0 150.0 �72 55.8 121.2 150.0 150.0 60 26.7 46.6 119.8 3 h m 66 150.0 150.0 150.0 150.0 50.7 110.1 150.0 150.0 66 26.1 42.4 108.9 z° 0 2 72 150.0 150.0 150.0 150.0 46.5 101.0 150.0 150.0 72 23.9 38.9 99.8 0 c x O 78 150.0 150.0 150.0 150.0 78 42.9 93.2 150.0 150.0 78 22.1 35.9 92.1 a R w 18 150.0 150.0 150.0 150.0 18 128.4 150.0 150.0 150.0 18 33.1 71.9 116.8 150.0 24 150.0 150.0 150.0 150.0 2496.3 150.0 150.0 150.0 24 24.8 53.9 87.6 150.0 1 30 150.0 150.0 150.0 150.0 30 77.1 150.0 150.0 150.0 30 19.9 43.1 70.1 1 150.0 14 W a 36 150.0 150.0 150.0 150.0 36 64.2 139.5 1 150.0 '150.0 36 16.5 35.9 58.4 150.0 A z 42 150.0 150.0 150.0 150.0 42 55.0 119.5 150.0 150.0 42 - 30.8 50.0 126.5 E" ti 48 50-6/8 150.0 150.0 150.0 150.0 48 84" 48.2 104.6 150.0 150.0 48 132 27.0 43.8 112.5 U w 54 150.0 150.0 150.0 150.0 54 42.8 93.0 150.0 150.0 54 24.0 38.9 100.0 Qg 60 150.0 150.0 150.0 150.0 60 38.5 83.7 135.9 150.0 60 21.6 35.090.0 ®-4z �e 66 147.7 150.0 150.0 150.0 66 35.0 76.1 123.6 150.0 66 19.6 31.8 81.8 a k 72 135.3 150.0 150.0 1 150.0 72 32.1 69.7 113.3 150.0 72 18.0 29.2 75.0 ` 1 W 6 78 124.9 150.0 150.0 150.0 78 29.6 64.4 104.6 150.0 78 16.6 26.9 69.2 W� 18 150-0 150.0 150.0 150.0 18 86.0 150.0 150.0 150.0 18 25,5 55.4 89.9 150.0 a w 24 150,0 150.0 150.0 150.0 24 64.5 140-1 150.0 150.0 24 19.1 41.5 67.5 150.0 E. 30 150.0 150.0 150.0 150.0 3051.8 112.1 150.0 150.0 30 15.3 33.2 54.0 138.6 4 qW 36 150.0 150.0 150.0 150.0 36 43.0 93.4 150.0 150.0 36 27.7 45.0 115.5 42 150.0 150.0 150.0 150.0 42 36.9 80.1 130.1 1 150.0 42 23.7 38.5 99.0 o 48 57 150.0 150,0 150.0 150.0 48 96" 32.3 70-1 113.8 150.0 48 144" 20.8 33.7 1 86.6 v 54 137.0 150.0 150.0 150.0 54 28.7 62.3 101.2 150.0 54 18.5 30.0 77.0 60 123.3 150,0 150.0 1 150.0 60 25.8 56.1 91.1 150.0 60 16.6 27.0 69.3 66 112.1 150.0 150.0 150.0 66 23.5 51.0 82.8 150.0 66 15.1 24.5 63.0 0 72 102.8 150,0 150.0 150.0 72 21.5 46.7 75.9 150.0 72 - 22.5 57.8 2 78 94.8 150.0 150.0 150.0 78 19.9 43.1 70.0 150.0 78 - 20.8 53.3 4 c 18 150.0 150.0 150.0 150.0 1860.4 131.2 150.0 150.0 18 22.6 49.0 79.6 150.0 24 150.0 150.0 150.0 150.0 24 45.3 98.4 150.0 150.0 24 16.9 36.7 59.7 150.0 30 150.0 150.0 150.0 150.0 30 36.3 78.7 127.9 150.0 30 29.4 47.7 122.6 0 36 150.0 150,0 150.0 150.0 36 30.2 65.6 106.6 150.0 36 24.5 39.8 102.2 m 42 130.5 150,0 150.0 150.0 42 25.9 56.2 91.4 150.0 42 21.0 34.1 87.6 m a 48 63 114.2 150,0 150.0 150.0 48 108" 22,7 49.2 79.9 150.0 48 150" 18.4 29.8 76.6 e 54 101.5 150.0 150.0 150.0 54 20.1 43.7 71.1 150.0 54u " w 16.3 26.5 68.1 > z z 60 91.3 150.0 150.0W150.0 60 18.1 39.4 64.0 150.0 60 23.9 61.3 g z 566 83.0 150.0 150.0 66 16.5 35.8 58.1 147.0 66 21.7 55.772 76.1 142.4 150.0 72 15.1 32.8 53.3 134,8 72 19.951.T8 70.2' 131.4 150.0 78 30.3 49.2 124.4 78 18.4 47.2 rc HORIZOwAt M•LIM • • • • • •• • •P• • • • • • ,<4t4I11;;T %'cLAziNc ��! IP�AL•M!!LLlON•ARRANGEMENTS � VERTICAL AA$$ qq. "n"n��.. MULLION Z PRODUCT • • •NSCkE R4CT4 LTR11,& E••• �,� oz NOTE: GLAZING GLAZING Q PRODUCTREVISCD PRODUCT PRODUCT -t a MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED 7 V/ as wmplying wi0l tlu Florida z GLAZING • •••3 WERTICALLY OR WORIZONTALLY. su7dtng coae PRODUUCT .6.CT• • • � Acceplmuo Nt Q DY • • I�(TE�2PGLATI01� Bn/ EI� WIDTHS ALLOWED) sxoiTa7ron afifi 1 W1 W2 • •• •�iwl [;Ipi �W) W2Yr2 ti'amiBoduProductCmno�NE+ A • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5/16'TAPCONS 5/16'TAPCONS MIN. EDGE DIST. i 1/4" MIN. 1-1 2'MIN.WOOD PENETRATION 2-3/16" CONCRETE OR W / 1-1/2'MIN.WOOD PENETRATION EDGE DIST. 2 PER CLIP(1 ON EACH WING) 1 PER AN 4" GLLOW BL CK 5/16'TAPCONS 5/16'TAPCONS 0 1-3/4'MIN.EMBED INTO MASONRY 1-3/4"LAIN.EMBED IMO MASONRY 3/4 4 PER CLIP(2 ON EACH WING) 2 PER ANGLE q MIN ro y z N in C V Wp m t I , 11 it li it i II Z Z 4 y ��_+' 2 X 2 x i a 2 7/16" ii ii ii it o W= p o i 1X FLOATING CLIP U U ALUM AND MIN. k ~ l i I I ro 3 a ~ \ WOOD BUCK I 1 1 1 1 BY li it 2 X 2 X 1/8' 'a W _____________ WOOD BUCK 1X FLOATING CLW 1 I I 1 I I N I I I I 'U I.1 ALUM ANGLE Q 1 I \ 1 1 I I I I W p d�d 1 I ' ' _L ' a 3/4" MIN. 5/16'TAPCONS ANCHORS TYPE 'D' (INTO BLOCK) Uy E � EDGE DIST. 1-1/2`MIN.WOOD PENETRATION Fa co 1 PER ANG ANCHORS TYPE 'G' (INTO CONCRETE) H 4 ANCHORS THRU 1X BUCK cr w ALL CLIPS AND ANGLES TO FIT SNUG INTO CONCRETE OR BLOCK INTO TUBE MULLIONS. i"x4" & 2"x4" MULL N c 6 E I 1 I TAPCONS MAY BE HEX OR FLAT HEAD. H Wr� pa, MIN. EDGE DIST. e 1 II 2-3/16" CONCRETE OR (/1 11 i i i 4HOLLOW BLO K 5/16"TAPCONS 5/16'TAPCONS A t 1 2 BY 11 " 1-3/4"MIN.EMBED INTO MASONRY 1-3/4'MIN.EA1 D INTO MASONRY II 11 2 X 2 X 1/8' 2 PER CLIP(1 ON EACH WING) 1 PER ANGLE r___-_____; WOOD SUCK 11 11 ALUM ANGLE a ALL CLIPS AND ANGLES TO FIT SNUG ALTERNATE INTO TUBE MULLIONS. ANCHOR LOCATION TAPCONS MAY BE HEX OR FLAT HEAD. 1 ANCHORS TYPE 'A' a t d 2 ANCHORS INTO WOOD . j`_ij II 11 I 1 N < 2 X 2 X 1/8' N 5/18'TAPCONS ` 1 --------- I WOOD BUCK i i IX FLOATING CLIP 'L'I 1.! ALUM ANGLE o v 0 0 i 1 4" MIN. 1_t s/16'rAPDons N / /2'MIN.WOOD PENETRATION 1-1/2'MIN.W000 PENETRATION I I I I 1 1 t m E GE DI 4 PER CUP(2 ON EACH WING) 2 PER ANGLE ; 1 1 I I u „ z z !>< \Z N z ANCHORS TYPE 'C' (INTO BLOCK) Z 1 f ' ° ' `v., `z ANCHORS TYPE 'F' (INTO CONCRETE) . • • • • 0 2 ANCHORS THRU AX BUCK INTO CONCRETE OR BLOCK t N II it • • • • •• • ps y�?p n n • •I u • • • • ��jj \`N III -- 1 - i LA --------- i1 • ••• •••iiIi iiiii•• 2•x•2•X 1/8- J. 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'' a �o ' �+--? L b (ONIM HOV3 NO Z)dna H3d 4 N O (ONIM HOV3 NO Z)d11D 83d 4 - v'NIW i Vel I 'NIW i L AHNO OlN 038W3 f 1 'NIW - S ./ i AHNOSriY 0 O38W3 NIW 4 f- o tN L b sHoadvi.91/s „4/£—E X 018 MO-110H „4 sHOOdvi.91/9 „4/£—£ H 0180 MO-1-10H ,;4 En 210 3132101400 „9l/E—Z 210 313210N00 „9 L/£—Z d '1510 3003 NIM '1S10 3003 'NIR MIN. EDGE DIST. 5/16'TAPCONS 2-3/16" CONCRETE OR 1-3/4'MIN.EMBED INTO MASONRY 3-3/4" CLIP LENGTH-- 4- HOLLOW BLO-qK 4 TOTAL(2 ON EACH WING) MIN. I MULL -L' I x 2 11688, '0 0. I "-'-- -" 4 .- I!w u) LO K WING, O > 0 3 I X 3 2.6881 I X 4 3.688, X 4 3.688, 0 f 2 X 65.688' 1. ALL CLIPS AND ANGLES ARE TO FIT 0 2 -7/16" L MIN. -i : -q 2x6 -i Z z 2 X 2 X 1/4- SNUG INTO TUBE MULLIONS. ;� 0 . S 2. WHERE ANGLES ARE NOT FIT SNUG rower Li LJ ALUM ANGLE INTO TUBE MULLIONS, SEE OPTIONAL �q �j ANCHOR i DETAIL AT SHEET 9 OF 10. # 14 S.M.S. 'z CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2/CHANNEL- TUBE MULLION WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR '4 WATER-WHITE METHACRYLATE LACQUER. 1>() �:) z z MIN..EDGE DIST. 2-3/16 CONCRETE OR 4,HOLLOW BLOCK #12 F.H.S.M.S. r 2/SIDE 1/8-THICK ALUM CHANNEL LENGTH To FIT SNUG izi INTO MULLION TUBE MULLION HH TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION aJ tn f"OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY LOCATION ON OF SCREWS CONNECTING OC TUBES WHERE ANGLES 914 FH SMS 0 G, , To ANGLES T TUBE 2 PER UP rARE NOT FIT SNUG-INTO ACCESS HOLE �-1/2-D.C.C(N. MULL MULLIONS. ----- -----I TAPCONS 5/16 114 SMS-// 3 i-3/e MIN.EMBED IM MASONRY 4 PER ANGLE OPER ANGLE -E---- 2 2 X 2 X 1/8- THIS 41- #12 1 ALUM ANGLE INSTALLED IN tum—I PER SMS DIRECTION 11 2 P R CLIP 10 6e9 Gat (D I"O.C.MIN. u .5 1-3/4-X 2-X 1/8-(FOR M TUBE) X 2-X 1/8-FOR(IBY TUBE) 3/4 ANGLE SIDE CHANNEL 'T SNUG MULLION TUBE MULLION so too 0 1 TP 0 • so CUT TO FIT SNUG ALUM MDE TUBE zz 77Z7------ 0 too 0- ANCHORS TYPE METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION -.D T 11PODUCT RFVISC of)lyes %vilb III.Florida ;-3�4j fALl CLIPS AND ANGLES TO FIT SNUG -o7 6—fflo 0 IN&O TUBE MULLIONS. '_q, 1 3/4" OPTIONAL ANCHOR DETAIL • • •0 0 @of jAlPCONS MAY BE HEX OR FLAT HEAD. 00: 7,lz2 0 8 MIN. ANCHORS INTO CONCRETE OR CEMENT BLOCK '4 ANCHOR TYPES and SUBSTRATE ANCHOR TYPES and SUBSTRATE ANCHOR TYPES and SUBSTRATE Width Mikan A I B I C D E I F G H I Width Ndion A B C D E F G H 1 Width Milian A B I C I D E I F f G I H I y 1° (w) Span VW. VW. 61k Elk 8k. Calc Gat- torr. MI. (w) Span WJ. VW. &k 61k Bk I Cmc Cont. Corr. W. (w) spall VW. Vd Bk 81k Bk Cmc Cmc. 03M MI. o i; 18 150 1:D 150 150 150 150 150 150 150 18 91 150 150 150 150 150 150 150 150 18 56 112 129 150 150 144 150 150 150 o C 24 - 132 150 150 150 150 150 150 150 150 2R 68 133 150 150 150 150 150 150 150 24 42 84 97 146 150 108 150 150 116 ip h t� K 30 105 ISO 150 150 150 150 150 150 150 30 54 109 125 150 150 140 ISO 150 150 30 34 67 77 116 ISO 87 130 150 93 Ny 0a h F o 36 88 150 150 150 150 150 150 150 150 36 45 91 104 150 150 117 150 150 125 36 28 56 65 97 129 72 109 144 77 M 42 75 191 150 1511 150 150 150 150 ISO 42 39 78 89 134 150 100 150 150 107 42 24 46 55 63 111 62 93 124 66 N p m x c 48 38 318 68 132 150 150 150 150 150 150 150 48 74 114 34 68 78 118 150 87 132 150 93 48 120 21 42 48 73 97 54 81 108 58 a0 54 59 117 135 150 150 150 150 150 150 54 30 60 70 105 139 7d 117 150 83 W 19 37 43 65 85 46 72 96 51 J C '4 Z 60 53 105 121 150 150 135 150 150 145 27 54 63 94 125 70 105 140 75 60 17 34 39 58 77 43 65 87 46 ;�`'`M' W 88 48 96 110 150 150 123 150 150 132 88 25 49 57 86 114 E7 98 127 68 88 15 31 35 53 70 39 58 79 J Z O zq m 72 44 88 101 150 150 113 150 150 121 72 23 45 52 78 104 at 88 117 G2 72 14 28 32 49 65 36 54 TZ 39 0 0 O 6 78 41 81 93 140 150 104 150 150 111 78 21 42 48 72 96 54 81 108 58 78 13 26 30 45 60 33 50 67 36 - 00 3 a d o 18 133 1fD 150 150 150 150 150 150 150 18 80 150 150 150 150 150 150 150 150 18 51 102 117 150 150 131 150 150 140 aI 24 100 150 150 150 150 150 150 150 550 24 60 127 138 150 150 150 150 150 150 24 38 77 80 132 150 98 148 150 105 A ' A 30 80 15D 150 150 150 150 150 150 150 30 48 96 111 150 150 124 150 150 132 30 31 61 70 11;6 141 79 118 150 84 ti 1 36 67 133 150 150 150 150 150 150 150 36 40 80 92 139 150 103 150 150 110 36 26 51 59 88 117 68 99 131 70 p W 42 57 114 131 150 150 147 150 150 150 42 34 69 79 119 150 83 133 150 94 42 22 44 50 76 101 55 85 112 60 !� 48 50 5$ 50 IOD 115 150 150 128 150 150 137 48 84 30 60 69 104 138 77 116 150 83 48 132 19 38 44 66 a8 49 74 98 53 64 44 89 102 150 150 114 150 150 122 54 27 53 61 92 123 69 103 137 73 64 F14 34 39 59 78 44 66 87 47 60 40 80 92 138 150 103 150 150 110 60 24 48 55 83 111 E2 93 124 68 60 31 35 53 70 39 59 79 42 H Z a 66 36 73 83 120" 150 93 140 150 100 66 22 44 50 76 101 $ 85 112 60 66 28 32 48 64 33 54 72 38 y .�+ .�. 72 33 67 76 115 150 85 129 150 91 72 20 40 46 69 92 ffi 78 103 55 72 26 29 44 59 33 49 66 35 31 61 71 106 141 79 119 150 84 78 19 37 43 64 85 48 72 95 51 76 24 27 41 54 30 46 61 32 78 118 150 150 150 150 150 150 150 150 18 70 140 150 150 150 150 150 150 150 18 47 94 106 150 15o 120 150 150 129 14 24 89 150 150 150 150 150 150 150 150 24 53 106 121 150 150 135 15D 150 145 24 35 70 81 121 150 90 136 150 96 -N 30 71 142 150 150 150 150 150 150 150 30 42 84 97 146 150 108 150 150 116 30 28 56 65 87 129 72 109 144 77 W D CC 36 59 118 136 150 150 15o 150 150 150 36 35 70 81 121 150 90 136 150 O6 36 23 47 54 81 108 60 90 120 64 U VV 42 51 101 116 150 150 130 150 150 139 42 30 80 69 104 138 77 116 150 83 42 20 40 46 69 92 ffi 78 103 55 j 48 57 44 89 102 150 150 114 15D 150 122 48 96 26 53 61 91 121 60 102 135 72 48 144 18 35 40 61 81 45 68 90 48 $ 64 39 79 91 136 150 101 150 150 108 64 23 47 54 81 106 03 90 120 64 64 16 31 36 54 72 40 60 80 43 Ary 60 35 71 82 123 150 91 137 150 97 60 21 42 48 73 97 54 81 108 58 60 14 28 32 49 65 35 54 72 39 H 66 32 64 74 111 140 83 125 150 89 Be 19 38 44 66 88 49 74 98 53 66 13 26 29 44 59 33 49 66 35 j 72 30 59 68 102 136 76 114 150 81 72 18 35 40 61 81 45 68 90 48 72 12 23 27 40 54 30 45 t� 32 4€ 78 27 55 63 94 125 70 1% 140 75 78 i6 32 37 56 74 42 63 83 45 78 11 22 25 37 50 28 42 55 30 a 18 107 15D 150 150 150 150 150 150 150 78 62 125 143 150 .150 150 150 150 150 18 45 90 103 150 150 115 150 150 123 a a 24 80 191 150 150 150 150 150 150 150 24 47 94 108 150 150 120 150 150 129 24 34 67 77 116 150 87 130 150 93 30 64 128 148 150 150 150 150 150 150 30 37 75 86 129 150 93 145 150 103 30 27 54 62 93 124 69 104 138 74 y $o m g 36 53 107 123 150 150 137 150 150 147 36 31 62 72 108 143 80 121 150 86 36 22 45 52 78 103 58 87 115 62 i v 42 46 92 105 150 150 118 150 150 126 42 27 53 61 92 123 69 103 137 73 42 19 38 44 67 88 49 74 99 53 N i 48 63 40 80 92 139 150 103 150 150 110 48 108 23 47 54 81 108 63 90 120 64 48 150 17 34 39 58 77 43 65 87 46 64 36 71 82 123 150 92 138 iso 98 54 21 42 48 72 98 53 80 107 s7 54 15 30 34 52 69 38 58 77 41 Y Y 60 32 64 74 111 147 ffi 124 150 88 60 19 37 43 65 86 48 72 86 51 60 13 27 31 47 62 35 52 37 b V o 66 29 58 67 101 134 75 113 150 80 66 17 34 39 59 78 44 66 87 47 66 12 24 28 42 58 31 47 63 34 r v w 72 27 53 61 92 123 69- 103 137 73 72 i6 31 36 54 72 40 60 80 43 72 11 22 26 39 52 29 43 58 31 O i Z 78 25 49 57 85 113 63 95 127 68 78 14 29 33 50 6S 37 56 74 40 78 10 21 24 38 48 27 40 53 28 ,/-ANCHOR/CUP ANCHOR/CUP HORIZONTAL MULLION ANCHOR CLIP NOTES: $a v r', -G� 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER VERTICAL ZO PRODUCT •• • 1f} jW%Tj 6:7yR,•& 9 FOR DETAILS AND NOTES. cE s MULLION _, 2.•HEF6R 40 CHARTS ABOVE FOR MAX. DESIGN PRESSURE :2z ` • I ILEtT:AN:I1(�R Tt*Pj. WITH DESIGN RATING MORE THAN GLAZING GLAZING a • •• •T6IE DESIGN UCA"REQUIRED FOR PARTICULAR OPENING. GLAZING GLAZING E,o t U PRODUCT PRODUCT ¢ 3 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER - a LOCATIONS AT HEAD, SILL OR JAMB ENDS. a '• CHOR/C > ANCHOR/CUP a • 5.4NTERFiOLATION $ETWEbN WIDTHS OR SPANS ALLOWED. PlzooucT REwsao z as c0n•plyin,n't1h tile Florida 7 • • • • • • • • • • Pmldm Calc ,�{} 0Q oso p Q Wt W2 HORIZONTAL MULLION • •• • • • • • • SPAN • • • • ••• •• • TYPICAL M N IP ARRANGEM NTS StiarnibrlcrroductContto�t E+ A • • • • • • • • • • • •• •• • • • •• •• r y r . M IAMIDADE N1IANII-DARE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wrvw.miamidade.eov/economy CGI Windows &Doors 1.0100 NW 25`h Street Miami,FL X3172 i SCOPE: This NOA is being issued under the applicable rites 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 put-poses. 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 110" Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W10-03, titled Series Sentinel 110 Alum. S.H. Wdw. (L.M.I./S.M.1)", sheets 1 through 9 of 9, dated 02/02/10, with the revision B dated 09/09/14, prepgd by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miaru:i—Ell4e Counvnoduct Control Revision stamp with the Notice of Acceptance number and expiration daW by the M'iatxl made • County Product Control Section. .. 0000.. • • MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. 0 0 0 0 ••••' LABELING: Each unit shall bear a permanent label with the manufacturer's nailte"*logo, duty;state, ��• model/series, and following statement: "Miami-Dade County Product Control Appro'v'ed";unless otfijrwise 0.... noted herein. 0 .' 0000.. • RENEWAL of this NOA shall be considered after a renewal application has been Elect and there haj been ••••" 0000 no change in the applicable building code negatively affecting the performance of this pr4du}ct. TERMINATION of this NOA will occur after the expiration date or if there has been a revisiotr Ql clu0 • in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by.the manufacturer or its distributors and shall be available for inspection at the job site at:the request of the Building Official. This NOA revises and renews NOA# 11-1115.08 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 1A-0915.06 MIAMI DARE COUNTY ,, ' Expiration Date: September 22,2020 ® � Approval Date: February O5,2015 �� Page 1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2, Drawing No W10-03, titled"Series Sentinel 110 Ahura S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10,with revision B dated 09/09/14,prepared by Al-Farooq Corporation, 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)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series "Sentinel" aluminum single hung window,prepared by Hurricane Test Laboratory, LLC,Test Report No. HTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.11) C. CALCULATIONS 0000 1. Anchor verification calculations and structural analysis, complying•With FBc'3"' ••••�• Edition (2014), dated 09/08/14,prepared by AI-Farooq Corporation, signed•a •..,;. sealed by Javad Ahmad,P.E. 0 0•••• 2. Glazing complies with ASTM E1300-09 *::::o 00. • • ....0 .. .. ..... D. QUALITY ASSURANCE 00:00: •••• •••••• .... ...... 1. Miami—Dade Department of Regulatory and Economic Resourc so •• E. MATERIAL CERTII+'ICATIONS • 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont De ours &M:Inc. • for their"DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 01IN117. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their"Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(NIA) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14, expiring on 05/21/16. C-2) /1* 11 Manuetlltr�z,P y Product Coi►trol aminer NOA 10915.06 )expiration Date: September 22,2020 Approval Date: February O5,20x5 1J- 1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated 08/26/14, issued by.Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10' issued by Hurricane Test Laboratory, LLC, dated February 03, 2010, signed and sealed by Vinu J. Abraham,P.E. (Submitted ander NOA No.10-0510.11) 3. Proposal No. 09-0032 issued by BCCO, dated October 22, 2009, signed by Renzo Narciso. (Submitted under NOA No.10-0510.11) G. OTHERS 1. Notice of Acceptance No. 11-1115.08, issued to CGI Windows and Doors for their Series "110 Sentinel" Aluminum Single Hung Window - L.M.I. approved on 01/12/12 and expiring on 09/22/15. 0000 • 0000 0000.. .. 0000 • 000000 00 000000 • 0000•• 0000 • • • • • • *0000:• 0000 •• ••0 0000• •..•.• 0000 0000• 00 00 0000 •0000• • •00000 • • � � • • •0000• •0000• 0 • 0 0 • • • • •0000• •• • 0 000 • • 00 • Manuel Pep6z, .E. Product Control 1,�XaAiner NOA No.14-0915. 6 v Expiration Date: September 22,2020 Approval Date: February05,2015 E-2 53 1/8" 52 1/8" 52 1/6- BUCK WIDTH v FLANGE WIDTH BUCK WIDTH WI � o 47 7/16" 47 7/16" 47 7/16- FALSE M1 3 D.LO.(FIX.LITE) FALSE MUNTINS O.L.O. (FIX.LITE) FALSE MUNTINS O.L.O. (FIX. LRE) m J 20 9/16" (SURFACE APPLIED) 20 9 16" (SURFACE APPLIED) 0 6"MAX. MAX. 'k* OPTIONAL 5 1/2"MAX. MAX #* OPTIONAL 5 1/2"MAX. 209/X16" ** f, HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SILL HEAD/BILI HEAD/SILL a 0 o CORNERS 4 CORNERS 81 CORNERS A2 G 9 °(n w 11 11 it W II 117 tni Ot F- Cf�>Q I'I d 0��O n n .I B II II �� J 6 D II 11 of J 7 II 11 ot2 �w3LL • ~E 4 ii ii 0 6 li ii f m r o B II fl ` LL w Us -o 2 � = 7 n I' a �IDF $ (7 V = w ini Qb�g r io in= n ZZw n In II �c € /i 11 �E € i ji ii rn It — n , II II___ M M II II m W O C '1 II is O C1 II II > O C2 II 11 m 'n 4 I u 6 ii i e 7 �� 11 90 3o O n 3 Ow 0_ 47 7/16' a¢ 47 7/16" w FALSE MUNTINS r N D.LO. NT `O v \ (SURFACE APPLIEDOPTIONAL 47 7/16" iv 40 }�N m (VENT) D.LO. (VENT) o D.L.O.(VENT) ' 0 -Po 50 1/4" 50 1/4" 50 1/4" w Z Z a VENT WIDTH VENT WIDTH VENT WIDTH z 3 p FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME c) w a SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW TYPICAL ELEVATION N DESIGN LOAD RATINGS FOR THESE WINDOWS TO SE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR-SIDE BY SIDE COMBINATIONS * 08 R OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI-DADE COUNTY CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16" -2 G Q APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS �a� IN BETWEEN. m LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. N THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE LAMINATED GLASS n •• ••• • • • • • •• o- o REQUIREMENTS THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • • • • • • • • INSULATING LAM. GLASS •> $ HURRICANE ZONEE (HVHZ). • •• • • • • • LARGE MISSILE IMPACT ` WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER • •• • • • • ... • • SMALL MISSILE IMPACT LOADS TO THE STRUCTURE. • • • • • • • • ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS 69 3AVA0 AHMAD n EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CML PRODUCT REVISED FLA.P /70592 as complying w•ilh the Florida ANCHORING OR LOAOING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CA.N.3538 BAmp ilding Code NOT PART OF THIS APPROVAL. • ••• 000 ••• ••• ••• tance Nor�'t (t�f�srJ A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLS • • • • • • • • � 0• •MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT •• • • • • • • • • r"-¢ Browing no. • •• • • • MiamyDade Praducl Con o4^ COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE • ••• •• • J 2 15 W 10-03 REQUIREMENTS OF THE FLORIDA BUILDING CODE. ••• • sheet � of 9 ••• • • • • ••• • • • • • • • • • • • • ••• • • .. .. . . . .. .. . • • • • • • • • • • • • ••• • • • • ••• 6)o Z )aatls 61Z-030-90V00 1N3W31V1S A2101VNYID30 � �-��/y� f; - w10 3O • , , •• ••• NOISSIMA00 ONIOII(18 V018013 ONV C og r If p,dleaaphOHWeIA,X�V 5G G ••• ••• , , (S1Sn0 -03S £) 60-00£l3 V41SV NO 03SVO 6tAil N38V 133HS SIHl NO S3111OVdVO SSVID i • ••• • 310N "Q � fit_ •�/f�_L)O�(:1]IRtli13]1� BwplmO HESE 1Vro'0 o api"Il]41 q9.a a"IZ.sD 4 650L/3d V1J O3SIA3X J.3nG0i1d OVWHVIUVAVP:i6u3 SWIG NanH i o 3NA.4 NO0 • • m • • • • • • •• •• a a N •• • • O 53111 1V1103 I- r sw{a Hona o N n �l1VOJ 031 IVnO3 ifY1% m o I t swlo Hane m A m SWIG 39Ntllj to o � z Z u Cdo -1 O'SB 0'00 0'9L 0'SL I c.tN D •du.Li( SWIG HOne dA1 arse 0'08 051 0'9L .9£ .[c .90 o N 2 0'58 0108 O'SL D'SL .Z/1-SL .L/l-9Z fyb m 050 0.08 0194 0'91 9/1-8l 0/t-si O = 0.58 0109 0.91 0'91 .8/1-zs .9/1-CS M p f zz (3dA1 13110) S3111 1VnO3Nn o'se ova 0'94 D'sL et 64 N 0 0's0 0'00 0'SL 0'9L .SL .9£ .91 .Lc 0'99 0109 V94 0'91 .L/t-SZ .Z/1-az ergo0.08 0'SL 0'9L .9/1-st „B/t-Bt w w � o•se ova o•sL o•sL s/t-zs .a/t-fs ti m o'98 no 0,9L a'st at st 0159 0'08 091 a'SL .Z9 .9c m ?A 0199 0'00 0-st D'SL .Z/t-gz ,Z/t-9z O � no 0.09 o'sL o•sL .0/t-et m z D o'sa o'oa o'sL o'sL .9/1-zs .9/k-fs 2 T I 0'98 0.09 0'9L 0191 ,at .64 Q- 10 m> 0199 0109 o'sL o'U ,B/S-BY .8f .0/S-0s .Cf u pppro g g m�;a T I ' D•se 0109 051 0191 .z/t-sz z/t-9z A JO m C I 1 0'98 0'09 O'st 0191 D 7 g x m H101M--- 0'58 D'00 D'SL D'st ,8/1-Z5 .8/t-i5 8 8 m 0 A 2 0 0 o'se 0'06 0191 0'9L at .6t V C 0'59 0'08 019t 0'9L ,8/£-L£ .92 ,8/c-ac .Lc A 1 0 0'90 0'08 0'9L 0'S( .Y/l-S4 .L4 ,Ct ergo 0'08 0'SL 0191 ,Z/t-Sz .Z/t-9z 00t 0198 0'08 0'SL 051 ,Z/t-f5 .o£ .L£ 059 o-sa 0.06 01St 0•sL ,a/t-s1 .a/t-s1 < ' 0'08 0'91 O'SL .09 .48 .z£ .S8 •££ 0198 0'08 0'9L D'SL ,9/1-ZS •8/t-£S /z O IL07�71 G 0 D O'S8 0'08 D'SL 0191 .o/s-£9 .oc .lf 0'98 o'0a 019L D'SL .9t .6t K N 3 0.99 0.02 ovt D'sL .9/s-ot .z/1-sz .Z/1-9z 0199 0.09 01st 0191 .9z .9c ,9Z .Lf 0'99 0-09 o5t O'st .Y/t-6c .BL st .8L .64 D's8 0'08 0191 0'SL Z/1-SZ z/I-9Z OD'S8 0'oo 0'SL 0SL .4/l-9c .SL .a/t-zs .aL .0/i-fS 0'99 0'09 0'SL0,9L .9/t-o1 .9/1-61 Z ' (+)'170 (-)'1N1 (4)'1%3 'IYIO.tl, INOt3H H101M 1HOOM X101M (-)'1Nl (+)•1X3 (-)'INI (4)'1X3 IHO13H RIOIA 1HOOHS1dAJ,SSYIO,TY,R,Y,S'ddAt SSY19 9.4t1 d01'XV7/ 'SPl[a N00fl 'SPDO 3ONV'id .lax%saa"SSV70,IY,RV,ssau ssVYJ 'BRIO M00H '6WIa 90NV41 15d-.Unydya am NOIS1adSd-11IOYdYO QY07 NDISda SAOaNIN S&Li7 7Yn01N[l SHOONidt S1Ztt 1Y008 6 30 £ hays li0-oi /' -..? 51 L (' • ,• ••• •'03N3dY4jj38 �!f ,19, � ,LV, S3d1.1. 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A 3NO31115 38001115 D p v JA ssm O.N381S 1V3H.9/L sSVls'Nw.9/1 A YV r G X •0ul..00 smowaN a0 luodnO.1.3 A9 yul,.o0>8 smowaN aO luOdna'1'3.AB .O sopAlluaS luodnp .01pA11uaS l-dn0 w r G 1a.(gla3ul.060' 1a.(opalul.060' 0 0a 0.� .'00}0x.0413 uowlso3,A8 .CO lw!way0 uowls03,Aa SSD13 10100 Puy 10013 xalluS ss'Dlg 1000 Puy 10a13 xellos �1 m{_ 1aAopolul.060' 1aAopa}ul„060' 4 0 ,,o0!00!..40 uowlso3,Ag ,•00 loD!way0 uowlso3,Ap ro z WOO 13d 41M dO x-005 .100 13d 41YA dO xa!;os o 1aAopalul.930' 1aAopalul„9L0' I SSN'10 0,83815 1V3H„9/[ SStl10'NM/.9/1 _ f TYPICAL ANCHORS FLANGE & FLANGE ADAPTOR FRAME 80 18Y FOR SPACING WOOD BUCK METAL STRUCTURE Fp wC f nnG %a TYPICAL ANCHORS z d. 0 SEE ELM r________________a-Ii SPACING III MMI—DADE COUNTY TY APPROVED LLO NOMIA I ULLION k MUN ANCHORSo E EDGE DIST. DIT. SEE SEPARATE dEDGE DIST.\ aozI ddV v A 1 __,--- ----- --- c -- -- ------- v t z aowM 0 ill M2 i V<0 TYPICAL ANCHORS TYPICAL ANCHORS 0.3 N C SEE ELEV. SEE ELEV. Q;fll O a FOR SPACING FOR SPACING iii M9 u'wN— o r Zu)f 0 Q I J 2 3/pe MiN' y WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. 0 d MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM an ^ AND TRANSFER THEM TO THE BUILDING STRUCTURE. A 1 ,i SWEEP LOCK OPTIONAL TO 2 3/8'MIN. TYPICAL ANCHORS: SEE ELEV. FOR SPACING n u 1 ' E8 t d AT TTRSESLLL LOCK 1/4" DIA. TAPCON BY'ITW' (Fu=120 NSI.FY-92 KSQ o O rj a /4" DIA. ULTRACON BY 'FICO' (Fu=177 KSI,FY-155 KSI a O w \\ INTO 28Y WOOD BUCKS OR WOOD STRUCTURES = 0 O ES 1-1/2" MIN. PENETRATION INTO WOOD 4 V) \\` THRU 1BY BUCKS INTO CONC. OR MASONRY (no E4 0 WHEN USED THE MIN. WOOD BUCK 1-1/4" MIN. EMBED INTO CONC. OR MASONRY o ONS n Pi DEPTH SHALL BE 2%". THE USE OF p 3 N W DIRECTLY INTO CONC DEEPER OR BEVELED WOODBUCKS IS . OR MASONRY Z z k 1 „ PERMITTED. 1-1/4" MIN. EMBED INTO CONC. OR MASONRY z O _n W e . #14 SNIS OR SELF DRILLING iN SCREWS (GRADE 2 CRS) vwzi C7 o a I INTO METAL STRUCTURES n U STEEL : 12 GA. MIN. (Fy = 36 KS1 MIN.) ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) O < (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) w i14 SMS OR SELF DRILLING ING crREWS (GRADE 2 CRS) =�° z OR w INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090') r ¢ y (NO SHIM SPACE) C 15 1 uu sa TYPICAL EDGE DISTANCE f ! INTO CONCRETE AND MASONRY = 2" MIN. EB INTO WOOD STRUCTURE = 1" MIN. ;; o INTO METAL STRUCTUREMIN. 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OOS' 000't I^-OZZ't � III N � 0 U3%00 dO11N3A SLO'1 SLLT BZ4'1 SLJ�dl 6Z4't SL9'£ � 3L�pza 99£"t ^bp 3 LA Z� f t t'Z S90 du S90' 0" N ;a* ��j'p I S4C' £➢D-o0 LDOI° N a p O 0 2MdVOV Ni3 IIVN ll3 QV3H 3HV83 HSm3 t3 QV3H 3NW13 39NV13 Zl3 S62 t- 910'1 9101 o P I oso• N a CCTT T. du S80' S4L' m 7"t Z I O89I��t O ZS { U-2 A�� Z6 � SOS'Z SDS'Z� t M IAM 1•DADE MIAMI-DADE COUNTY + PRODUCT CONTROL SECTION DEPART1vTENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) mvnv.miamidade.gov/economy CGT Windows&Doors 10100 N*25E1'Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constriction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code, This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Sentinel 130" Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W1042,titled"Series Sentinel 130 Alum Fixed Window (L.M.I.)(S.M.I.)",sheets 1, 1.1,2,3,4, 5 and 6 of 6,dated 01/30/10,with revision E dated 07/21/14, prepared by Al—Farood Corporation,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 LABELING: Each unit shall bear a permanent label with the manufacturer's {lame•or loge,•cIt� states••••• model/series, and following statement: "Miami-Dade County Product Control ApNQ-1eQ", unless pVierwise •• . . notedherein. 000000 •• • 0000•0 RENEWAL of this NOA shall be considered after a renewal application has beeY:fti Zland there leas been...., ruo change in the applicable building code negatively affecting the performance of this Droduct. •* • : • •• 0 00 00 0000• TERMINATION of this NOA will occur after the expiration date or if there has.wAua revisicui oc change.;..• in the matgrialg,,use, and/or manufacture of the product or process. Misuse of this 44@4 as an o"4orsemen4••••• of any product, fdr sales, advertising or arty other purposes shall automatically tepTitla;this NOA, Failure •• to comply with any section of this NOA shall because for termination and removal!of NOA. ,...,. ••••0• ADVERTISEMENT: The NOA number preceded by the words Miami-Datjp,'CQunty,9 lgr14a, ani•••• followed by the expiration date may be displayed in advertising literature. If any portion ot�tbt ZOA is displayed,then it shall be done in its entirety, INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAH 11-1031,06 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel.Perez,P.E. NOA No. 14-0731.05 MEAMI DADE COUNTY r -w• Expiration Date: September 22,2015 Approval Date: October 16,2014 10i� I Page 1 / I CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-02,titled Series Sentinel 130 Alum Fixed Window(L.M.I:) (S.M.I.), sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision E, dated 07/21/14,prepared by Al-Farooq Corporation,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) Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of a Sentinel 130 aluminum fixed window, prepared by Hurricane test Laboratory, LLC,Test Report No. HTL-0080-0103-10,dated 03/30/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) C. CALCULATIONS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE ."". 1. Miami-Dade Department of Regulatory and Economic Resour;p5(�,R) •••. •••• . E. MATERIAL CERTIFICATIONS ••• •• :•••. 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DI1 VInaours•& C(L,Inc' ' for their"DuPont SentryGlas©Interlayer"dated 08/25/11,X0199 on 0)714717. •• ••• 2. Notice of Acceptance No. 14-0423.17 issued to Eastman Cher 1"rComjvny TMA)•.••.• for their"Saflex Clear and Color Glass Interlayers"dated 0frAg4f,expiring on •� 05/21/16. •••••• 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Ch0 'eal�Compan� MA)�•••• for their"Saflex CP- Saflex and Saflex HP Composite Glass Interlaye%ioith PET Core" dated 06/19/14, expiring on 12/11/18. 2."Zrotatt., . Mance,141cre-4 P.E. Product C i trI Ex hihier NOA No.14--6731.05731.05 Expiration Date: September 22,2015 Approval Date: October 16,2014 E-1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10,issued by Hurricane Test Laboratory, LLC, dated March 30,2010, signed and sealed by Vinu J. Abraham, P.E. (Scrbrttitted uiidef-NOA No.10-0510.13) G. OTHERS 1. Notice of Acceptance No. 11-1031.06, issued to CGI Windows & Doors, for their Series 11130 Sentinel" Aluminum Fixed Window — L.M.I. approved on 01/12/12 and expiring on 09/22/15. 0000 • 0000 00.0.. .. 0000 0000•• 0• 0 0000•0 0000.. •00000 0000 . 0 • • • • • 0 • 0000 .. •. 0,000 •0000• Y0•• •!0•• • • • • 0000 • •00.0• 0 • • • • • •0000• ••000• • • • •!0.00 •• ! r f Man el f erez,�P.E. Product Control.Exar iner NOA No.14-0131.05 Expiration Date: September 22,2015 Approval Date: October 16,2014 E-2 t . 49" 48" 49" u O FLANGE WIDTH BUCK WIDTH FLANGE WIDTH oD.L.OPG. TYPICAL ELEVATIONM D.L. . N mw 6"MAX. 19"MAX. !g• 3 W '� g z .HEAD/SILL A 3 SHORTER v Al CO kqr@• C < CORNERS SIDES .o S/OO Sq mw ANCHOR SPACING SHOWN HEREIN APPLICABLE H a �Of 0 N z TO FLANGE AND FLUSH FRAMES. o 'U SEE.SHEET 1.1 FOR FIN FRAMES. C$ mz it II II II II II gII 11 M =-Tr=====77=- �� =Tr==-=_aT-' Q'0 p W ro o u u u u o $ u u ata S u u u n u u 0 ap_ WWa II II 11 II II II Q�� 0 C II 11 C� tl II 11 IIOSS II 11 II II It it ��3 J q C3 n u u u u u BUCK HEIGHT L Lt D.L.OPG. Q W GT a u uto x t` O LO O IL ____ 11 Y -i it II II U II II r OWN / z-o - U u - - ocG �5 U n to u u u n D it u u u u _L______LL_-__ LL---- v ,e --Ir-------71`--- zo - Ir'-----YI--- Z0 ----Ir-----I---- it --- n II 11 ^ON 11 II ^ON II it II II 11 3 m It II II II II II x II II 11 O N It 11 II II II II ll---- i7' II JI II II 11 ---rr--- -- - II 11 II II II 11 3 p II it u/ II II 3e Ir 0 _-ate_____41 _ __=== -- �4it=_ < 11 II II/� 11 II o O y II 11 // 11 II W II II I II II 11 U II II 11'/ it II X 0 W X 8 3 B1 N m V)Li - 3 N O to n FALSE HUMINS 6"MAX. 17"MAX. i O 3 (SURFACE APPLIED) 18"MAX. 6"MAX. 18"MAX. J m OPTIONAL SHORTER HEAD/SILL SHORTER CORNERS - S7RAlGM17 Z Z LL N SIDES CORNERS SIDES SIDES a -n FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME W�WIDTH� Of c�i WINOOI I WINDO,_ W WIDTH WU`700� WINDOW WIDTH I WINDOW SERIES 130 SENTINEL ALUMINUM FIXED WIND01V r— � I I I I I I z DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER c� G v CHARTS SHOWN ON SHEET 2. z I I z z ;� i % I z 'APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS 3 3 3 I 3 I I 3 I N R v l8?o OF FIX./FIX. OR FIX. WOW. WITH OTHER MIAMI-DADE COUNTY L— J v w APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH W.WIDTH DAYLITE OPENINGS • $ all BETWEEN. —1 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL I- -� O.L.O. HEIGHT = BUCK HEIGHT WILL APPLY TO ENTIRE SYSTEM. r— F-— ——-1 x `— —— D.L.O. WIDTH = BUCK WIDTH - 3.00" •• ••• �, • z I I y•�M�o THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 3 • :� • I • • fi � i 1 LAM. GLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • • • ` • J 3 ;� INSULATING LAM.GLASS •` 0 m HURRICANE ZONE (LNHZ). - • -• • • • • • • -• 8 ' LARGE MISSILE IMPACT - - � WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO.TRANSFER •• ••• •• • • • •• 3 I I SMALL MISSILE IMPACT o q LOADS TO THE STRUCTURE. L J En91 ZVAO ANMAD ---- t •� ' ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS CIVIL PRODUCT REVISED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ORESSfNG OR STUCCO. -.- ----- --- FlCAN if 705 2 ucamplyint{with the Florida S e Buildi Code ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE ESC RIIIDOWS ARt•-RATED LARGE�8c SMAL!MISSILE IMPACT. ue .. •• • • • • • • Acte lance No//-Facl� NOT PART OF THIS APPROVAL.- • StFiUTTE�S ARE N(•yfIOUIItEOP• • Lb;irntionlmleA LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • • E._},7. �'�MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS,THAT • L� LOADS• A TES b•AS•9 dWN ABOVE OR SIMILAR CAN BE pp�p r DY-7"'• BI � r b l6 2U14 Minln AJMeProdu � VERIFlED EY-INSCRIBING PICTURE WINDO SHAPE WITHIN SQUARE OR RECTANGLE AS 9 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL'MEET THE / p 1 1 / W O—OZ REQUIREMENTS OF THE FLORIDA SLOG CODE. SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. - ✓' - sheet 1 of 6 6*0 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 48" 48" 48" BUCK WIDTH - BUCK WIDTH BUCK MOTH D.L.OPG. D.L.of c. TYPICAL ELEVATIONS a m D.L. OPG. FF.. 6"MAX. 16"MAX. Z • 3 W n / HEAD/SILL STRAIGHTo CU"'Uqk CORNERS SIDES v S/p f0 �o e RZin 0 u II I I v 0 M U. Cf 0 W II ❑ II 11 b'V II 11 p"Qg u n n u N u 0 I! N 11 II II II Q n u u it u u I11 N 96 ___ IL_____11____ " Q yl� ---_ BUCK WIDTH Q W f �i II D.L.OPG. d D II V C•1 it 11 C1 // II x S W m �-- � a w ` =.0 J it_____IL__•�_11_____ in 2 O IL __11_____ g Oo Y J II I! Y II m Y J II II .O fn ly.+ m � ---L-_-_-_-_- = -- r . ----Ir1_-_---_-_-_TILi_- -Ir1i--- ----� a I. II II N N II N II II 11 �� II � rn _ n o N II 11 It - II II 11 -- -- -- S __ II II Il II II II �---� _-_ -�--=lF k N 0 It 11 II 11 II `m= O II II ---II it g� M -_+,-__—=al— O w v Jpf O II II JL/-- II it H =N o FALSE MUNTINS LL' O K1 N (SURFACE APPLIED) 16"MAX. 6`MAX. 18"MAX. 6" 16"MAX. z O 3 J OPTIONAL - STRNGNT .HEAD/SILL STRAIGHT CORNERS STRAIGHT w Z Z ti m SIDES CORNERS - SIDES SIDES rn 3—O-. 1 0 2m 3 O¢J tJ U��F to FIN FRAMES ALTERNATE SHAPES AS SHOWN ON SHEET 7 ALSO AVAILABLE FOR FIN FRAMES 0€€€ o v o N m�O •• ••• • • • • • •• �iM m cm&O • • •• • • • • • m a m o 0 •• ••• •• • • • •• o '� Eng,:JAVAO AHMAD I j FU.4IFIVIL PRODUCT REVISBD 9i M 70592 �.mnptyin9with the Florida CA,at 3578 Building Cud. •• •• • • • • - /s IC'? 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Or Or .090'.'Saflex Clear and Color Glass Inetrlayers' .090" 'Soflex Clear and Color Gloss Inetrlayers' g by'Eastman Chemical Co. by'Eastman.Chemical Co.' Id N Or Or �.o U 090"'DuPont SentryGlos Interlayer 090".'DuPont SenlryGlas Interloyer' by E.I. DuPont DeNemours&Co. by E.I.DuPont DeNemours&Go. Q n 3/16 HEAT STREN'0 GLASS 3/16"HEAT STREN'0 GLASS M a� m o paQo .1 SILICONE SILICONE Q dl GE 1200 rw- GE 1200 n! m DOW CORNING 899 m - DOW CORNING 899 z m III DOW CORNING 995 a y III DOW CORNING 995 LL 2AE IF N g 1 1 1 1 1 Q W�'Ig n� E3 Ilu no E3 1 ull �w F 11 11 I1 II C 1 I 1 I I 11 11 II 11 Vl a a O O g N WE. M5 AT 1/4-POINTS ON LITES E M5 AT 1/4 POINTS ON LITES W WIDER THAN 36" W WIDER THAN 36" z m N 'GLASS TYPE 'C' GLASS TYPE 'D' 3 Q n 7/16"OVERALL.LAM.GLASS 7/16"OVERALL IAM. GLASS (L.M.I. & S.M.I.) 6 0 x m 3/16°ANN.GLASS 3/16"HEAT STREMD GLASS ~N o M In Lo % N ..075"'Soflex CP—Saflex and Soft"HP -.075"'Saflex CP—Saflex and Soflex HP Composites-Gloss.Intedoyers With PET Core' _Composites Class'Interlayers With PET Core' i O 3 M 3/8-AIRSPACE by,'Eastman Chemical Co.' 3/8"AIR SPACE by'Eastman Chemical Co.' Z Z� Or Or 3 a .090"'Spflex Clear and.Calor Gloss Inetrlayers' .090"'Soflex Clear and Color Glass Inetrlayers p="1 3/16"HEAT'STREN'O CLASS - rirt g / b 'Eastman Chemical Co.' b 'Eastman Chemical Co.' Or 3/16" HEAT STREN'D GLASS Or V .090"'DuPont SentryGlas Interlayer _ .090"'DuPont SentryGlas Interlayer by E,l.DuPont DeNemours.& Co. by E.I.,DuPont DeNemours&Co. O 3/16"HEAT STREN'D GLASS 3/16°HEAT STREN'D GLASSL a0 SILICONE GE 1200 ED DOW CORNING 899 rn W I DOW CORNING 995 U a SILICONE SILICONE H 1 11 II S GE 1200 W GE 1200 acs X II 11 11 g.H w m DOW CORNING 899 m DOW CORNING 899 n W u ❑n a {_ R rn III DOW CORNING 995 ai 1 It DOW CORNING 995 11 Il II 2 I 1 1 I I M4 II......11 II - � MI II 11 II \� M7 II it II 1�::6:I I a n Ci M 11 1 11 M II II II - I 0 11' II i1 II 11 II - Ea I I.,... l,' E4 I I L,,.. I I SILICONE GE 1200 •• _ DOW CORNING 899 in v o •• ••i • • a` • I • •par�• i •• - - DOW CORNING 995 - 1:6. a 0 p•'1- I O • • i• • • • i 2<m o o a W • •• • • • • •• • - OPTIONAL GLAZING DETAIL SKW M5 AT 1/4 PO NTS ALL SIZES • • •WH• • '• M AT•1/4,P TS ALL SIZES •• -••• w• • • •• :GLASS TYPES 'Cl' & 'Dt' a GLASS TYPE TV GLASS TYPE '111' Engr:dAvao uIMAD 1"OVERALL INSUL_LAM.GLASS 1"OVERALL INSUL.LAM. GLASS CMPRODUCT REVISEDL "mm 1 9 wilh the Florida ' (L.M.I. ONLY) EL A� 538 Dailding Code • ••• • • • ! Acceptance No f{-E • • • • • 000 • • • • I'xp�mtiojn Daie ' • • • • • • • • • f� a a •• • • • • • • •• • • .° DY�7, O • •• • • • • • • -- drawingno. (S.M.I.) Aliamy lade Pro6nclCart[ofi� IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING OPr#Di6,2014 EXTERIOR PLY OF GLASS TYPES 'Cl' & 'D1' MUST DE TEMPERED. _ sheet 3 of 6 • • • • • • • • • • ••• • • • ••• • • TYPICAL EDGE DISTANCE CONCRETE AT HEAD, SILL OR JAMBS f'e - 3000 PSI MIN, N TYPICAL INSTALLATION DETAILS INTO CONCRETE AND MASONRY = 2-1/2" MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INTO WOOD STRUCTURE = 1" MIN. �� i o INTO METAL STRUCTURE = 3/4" MIN. 40 q J INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL 0 , WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS -8 U FLANGE FLANGE TYPICAL ANCHORS FLANGE 1/4"MAX. FLANGESEE ELEV. C n FOR SPACING SHIMS M u 28Y WOOD BUCK METAL Or q q OR - STRUCTURE it It WOOD STRUCTURE TYPICAL ANCHORSEE ° ()IL Q O 000I E3 I II M2 FOR SPACING a a :° M2 SEE ANCHORS N O li I� i FOR SPACING 4 Q W LI 52 pfx \ QwaS Et -_-_- 1 1 52 MIN. v - TYPICAL AWCHORS II II M2 m ... I SEE ELEV.` E3 II II 3 M 1BY FOR SPACING p II WOOD BUCK E1 E3 $ � O to n �x O w 1/4'MAX. N il SHIMS E2 EQUAL LEG a_ EQUAL LEG EQUAL LEG EQUAL LEG oa M 2BY WOOD BUCK M2 METAL N M STRUCTURE z 0 3 a+ WOOD STRUCTURE C TYPICAL ANCHORS Z Z E3 li II - SEETEV. II II M2 -•? FOR SPACING p M3 II S2 = I u! n V m a o E2 ° TYPICAL ANCHORS a M3 II S2 SEE ELEV. '^ FOR SPACING E3 � = i I'II M2 \ul oma,-� 12 v., TYPICAL ARCHORS _ "� ^ ° I SEE ELEV.' II II TYPICAL ANCHORS 16Y FOR SPACING ry n SEE ELEV. WOOD BUCK FOR SPACING F. _ c d •• ••• • • • • • •• WOOD BUCKS AND METAL STRUCTURE NOT BY CCI WDW. 2 a m • asoss • • w w • • • MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM <m v o W 'TYPICAL ANCHORS: SEE ELEV.FOR SPACING «AD?$CRS) AND TRANSFER THEM TO THE BUILDING STRUCTURE. NTO M T F% • - 1/4" DIA, TAPCON BY 'TTW' (Fv=120 KSI,Fy=92 KSI) E�L•ST�� U7 • ••• •• •• ••• 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,Fy=155 KSI) STEEL : 12 GA. MIN. (Fy = 36 KSl MIN.) Engr:JAVAD AHMAD q ,� INTO 28Y WOOD BUCKS OR WOOD STRUCTURES ALUMINUM : 1/6" THK. MIN. (6063-T5 MIN.) CML PRODUCVREVISED FLA!PE 1 70592 m complyirj with the Florida o (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) C.A.W.3538 Buildigg Code 1-1/2" MIN. PENETRATION INTO WOOD • ••• • • • • Acceptance t�I'd- s -O THRU 1BY BUCKS INTO CONC. OR MASONRY1�56 0I�SELF Q}�ILLMGINS (d•RAD�2.R50 1?xpmtivnUnte 1-1/4" MIN. EMBED INTO CONC. OR MASONRY INTO Tvpl-NE t01:lT:AP.PROVEI'MULlbNS:(MIN. THK. _ .090") BY drawing no. DIRECTLY INTO CONC. OR MASONRY ( ) 0.ltwny ade Product Contso� ) NO•g111M SA4CE • w•w •• • / W10-02 1-1/4" MIN. EMBED INTO CONC. OR MASONRY � s2014 sheet 4 of 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL INSTALLATION DETAILS �It•V o THESE DETAILS ARE 'TYPICAL ON ALL FOUR SIDES OF WINDOW 1a o • Z a 3 - INSTALLATION DETAILS THRU 1X - INSTALLATION DETAILS THRU 2X - INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL g WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES .DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS a °' a � 0 FLANGE ADAPTOR _ FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOROt a TYPICAL ANCHORS 1/4"MAX. V a u. SEE ELEV. - SHIMS C 0 g II II 2BY WOOD BUCK FOR SPACING 0. OR METAL Q el I I - O H WOOD STRUCTURE TYPICAL ANCHORS STRUCTURE �it z E3 II II SEE ELEV. - 0.K n B3 II II M2 .A3 FOR SPACING <v `'. M2 TYPICAL ANCHORS a w; Q6 SEE ELEV. {L 2 yam+ S2 i I y FOR SPACING J try W E6 —� E2 r • ____ a p v TYPICAL AMCHORS I�j M2 SEE ELEV. v. 78Y FOR SPACING II II ? \ SS r WOOD BUCK 4 _ EB E2 E3 o O a x Ow - o- g 2 3/8"MIN. I/4" BUCK HEIGHT 1/4"MAX. t~!t GAP � GAP :,rN o ^m WOOD STRUCTURE 3 N M e e \ - NOT By CGI 1/2"MIN. t/2"MIN. O 11 n to ---\ E2 C2 - z O 3 J In 2 3/8"MIN. 3 o tl o FIN FRAME Mz BACKEIED _o C CAULKING {Y^ O o g j TYPICAL ANCHORS: SEE ELEV.FOR SPACING \\ #8 SMS (GRADE 2 CRS) . 'INTO 2BY WOOD BUCKS OR WOOD STRUCTURES -__ O WHEN USED THE MIN. W000 1-1/4" MIN. PENETRATION INTO WOOD Ell g BUCK DEPTH SHALL BE 2%". O THE'USE OF DEEPER OR ° BEVELED WOODBUCKS IS - w 8 HOU PERMITTED. rOOr evwi:GGI Es E3 EXTERIOR ai�000a BUCK WIDTH BUCK WIDTH -------------------- N =_-—_____—_____D o n o . T ••• ••: : :M I� DE- OU TY••�� MNMI-OAOE COUNTY APPROVED 11 • .-..�-,•AP W LL N • I I MULLION h MULLION ANCHORS I I •� a o a'o I '1 & UL RS It SEE'SEPARATE NOA I • • • •SESERA A • I I I i —� I 1. L_--_-__ _ -----____ JK •- -J E•ngr.JAVAD AHMAO PRODUCT REVISED -- _ CML as complyingwith the Florida �9IFLA.PE " 1 i.. :._,r,_� _ _ • . _• __.- C. N.3570582 qgCodc Aocaptattco No(4�G � 5 0 • • • • • • • E\rymtial DaceClf o $ t L –_J • • • • • • • • l y v ^ o u ---- • • • •• • • SEE TYPICAL ELEV.LLV. ( By li-�i?sr O • •• • • • • • FOR SPACING 1" MiamiTJade Product C ntrgl-; drawing no. 00 0/#14 X 1"SMS. '`QC1':0 s 2M Y1 L sheet 5 of 6 • • • • • • • • • • ••• • • • ••• • • . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . (9 )0.9 Igo ys 83A00 M380S ZW N3A03 3WVNA HSAIA cn ZO—OlM 0 ��0 ••• ••• •••• ••• ••• •••• 190'L-ou u1mbip 107 9 S90' OSO' OSO' F ''. • • • • • • • • • �L- 9'� ° �Q7i ai�p tep!Iue!d�� • ! • • • • 000 • • • 16 09l'J g '! a'�ON oaucidaanl+ :. • • • ••• • n efS£w 'NY0{ SB£ apoJ 8�ip1!fl Z690L/3d Yl6L L'L 'I i °PWldag741!e�8u!61Aiuo>sc 1W0 e` O9SIARN.13nao)' OVNHV OVAVP ueu3 - •• • • • •• :00 •. 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"13 �� SXf1VRXX/71X1'Iddns/'dNV17 7V1718ZVW" NOIJ.dwossO A11.LNVOb MM AXll SOS'Z� M IAM!•DADS MIAn11-DADE COUNTY t1 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONORIIC RESOURCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) -,v%vw.iiiiantidade.gov/econoiii Windows&Doors 10100 NW 251e Street Miami,FL 33172 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(A-HJ). 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 AIIJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to 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 120"Aluminum Horizontal Sliding Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W10-18, titled Series Sentinel 120 Alum.Horiz. Slidi:lg•Wd`v. (L.M.I./S.M.I.)", sheets 1 through 11 of 11, dated 03/29/10,with the revision C dat1d 02f4,9/14,pte"e'd by •••• • Al-Fa-rooq Coiporation, signed and sealed by Javad Ahmad,P.E., bearing the Miami`Uade Cogj"J'tpduet • Control Revision stamp with the Notice of Acceptance number and expiration d'afe M0 the Mfalni bade County Product Control Section. •0 0 e • ` i.•e.i MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. ...,. LABELING: Each unit shall bear a permanent label with the manufacturer's n'AW 61 logo,tW,state,•'••• model/series, and following statement: "Miami-Dade County Product Control App•....d • roved" unless of erwise noted,h.to p. ....:. RENEWAL of this NOA shall be considered after a renewal application has been-filed-and theera liar been. no change in the applicable building code negatively affecting the performance of this pratuct. ,• ;•; • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#11-1031.04 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. r.� AgINNIMBEIREffift ' NOA No. 14-0915.07 % IAINI•DUIV'i"Y MADE COf ��• ,i� t t Expiration Date: September 22,2020 I Approval Date: February 05,2015 Page 1 r CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. 1VMAhtifacturer's die drawings and sections. . 2. Drawing No W10-18,titled"Series Sentinel 120 Ahem Horiz. Sliding Wdw. (L.M.I./S.M.I.)", sheets 1 through 11 of 11, dated 03/29/10,with revision C dated 09/09/14,prepared by Al-Farooq Corporation, 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) Large Missile Impact Test per FB C,=TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series "Sentinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham,P.E. (Stibinitted under NOA No.10-0510.12) •••• C. CALCULATIONS ...... •w • ...... 1. Anchor verification calculations and structural analysis, complyjlag�,yjth F13 C-5 • Edition (2014),dated 09/05/14,prepared by Al-Farooq Coiporatiexs signed and • sealed by Javad Ahmad,P.E. •••• 0.0.: ••••• 2. Glazing complies with ASTM E1300-09 """ "'` ww ww www• wwwww• • wwwwww • • D. QUALITY ASSURANCE ' ' • . . . ...... 1. Miami—Dade Department of Regulatory and Economic Resources(A.R). •••• E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlasO Interlayer" dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (AVIA) for their"Saflex CP-Saflex and Saflex IIP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14, expiring on 05/21/16. fir Mauuel�c*i'l P.E. r Product Coutrpl Exa Me NOA No 915.07 Expiration Date: September 22,2020 Approval Date: February O5,2015 E- 1 r CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conforrnance, complying with FBC-5'h Edition (2014), and of no financial interest, dated 09/05/14,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No. RTL-00$0-0102-10, issued by Hurricane Test Laboratory, LLC,dated June 4, 2010,signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-05-10.12) 3. Proposal No. 09-0032 issued by BCCO, dated October 22,2009, signed by Renzo Narciso. (Submitted under NOA No.]0-0510.12) G. OTHERS 1. Notice of Acceptance No. 11-1031.04, issued to CGI Windows and Doors for their Series "Sentinel 110" Aluminum Horizontal Sliding Window - L.M.I. approved on 01/12/12 and expiring on 09/22/15. . . .... ...... . ...... .. . ...... . . . . ...... Manuel P.E. Product Control Exontiner NOA No. 14-0915.07 Expiration Date: September 22,2020 Approval Date: February 05,2015 E-2 TYPICAL ELEVATION FLANGE WIDTH BUCK WIDTH 4y n 6" 26 5/8" 5 1/2" 26 5/8- oI MAX. 10'MAX. MAX. MAX. 10"MAX. MAX. U A C HED/SILL mw mwm ZHEAD/SILL MTG.STILES SILL MTG. STILES HFAD/SILL nn J 5" o C p U • I I I 1 1 U O pi O 0 J In U I 6 II 6 N 6 / 71 II 6 II 6 rydM� ____ f Q 7 Q o Vit' /�dl r •o w N � N J � II � � � it V \��O =_= U N N -- --- II w 3 II w I II W Vl_o _ N_____ — 11 tl II Q is ri f ii I� m ii II N W 6 D it II ^ m 5 5 11 61 i� � O � N � N m FALSE MUNnNS FALSE MUNTINS in (SURFACE APPLIED) 32 7/8' 32 7/8" ADDL.ANCHORS (q (SURFACE APPLIED) 32 7/8' 32 7/8" ADDL.ANCHORS g N OPTIONAL AT CENTER OF LITES&MTG.STILES D.L.OPG. D.L.OPG. AT HEAD/SILL OPTK)NAL D.L. OPG. D,L OPG. AT CENTER OF LITES&MTG.STILES ' O .S 36 3/8" SEE NOTE(r)ON SHEET 2 36 3/8' SEEAT NOTE E() ON SHEET 2 OpLLI F VENT WIDTH VENT WIDTH g � FLA N FLANGE FLANGE ADAPTOR FRAME EQUAL LEG FRAME � I—n w ONO) 1p 110" cd Z Z J BUCK WIDTH € y^I 5 1/2' 13 5/16" o g A MAX. 5"MAX. MAX HEAD/SILL MTG. STILES 5"MAX. HEAD/SILL g m w U A2 MTG.STILES N 0 SERIES SENTINEL 120 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER PRODUCT REVISED CHARTS SHOWN ON SHEET 3. e,complying with the Florida it II Building Code �� E$.0 E;G E2 II F ii F APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS Acceptance No 0 8 II 6 H 6 ExpirationDate N _ _ / OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI—DADE COUNTY ,e� y _---,N� APPROVED WINDOWS USING MIAMI—DAD£ COUNTY APPROVED MULLIONS By _} z j a o_ it yl 1I_ IN BETWEEN. Mi Ii Dado Produetuh9]' ,+ N x M 0 11 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL ✓' I WILL APPLY TO ENTIRE SYSTEM. v In Z va'i o ii LAMINATED GLASS --_yr— INSULATING LAM. GLASS ° o g —"—_N--'-- ui---- • • • • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE m a o$ II 119• ••• • • • • HURRICANEREQUIREMENTS ZONEF(THVHZ)HE LORIDA BUILDING CODE INCLUDING HIGH VELOCITY LARGE MISSILE IMPACT `o< m az 1i • • • • • • $ SMALL MISSILE IMPACT g II•• • Ir 11's • • w• WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER _ LOADS TO THE STRUCTURE. Engr.JAVAD AHMAD I t ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORSCML EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FlA PE 1 70592 FALSE MUNNG.A.N.3538NS • ••• • • • • ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE (SURFACE APPLIED) 32 7/8" NOT PART OF THIS APPROVAL. v 8 OPTIONAL O.L. OPO • • • •• • • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. --� 36 3/8" •• • ••• •• ••• ••• MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THATdrawing no. 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DI N I1 II 6 H o EDGE DIST. i� O° a si O h V 0 el 1 ' �0:w E7 0 IL L ,1 TYPICAL ANCHORS C ro i TYPICAL ANCHORS SEE ELEV. 0:OQ N SEE ELEV. FOR SPACING W 3 it FOR SPACING LL Z(y Q w°i� 2 3/B'MIN• WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. MST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ` AND TRANSFER THEM TO THE BUILDING STRUCTURE. a TYPICAL ANCHORS: SEE ELEV.FOR SPACING z o "r 2-3/8"MIN. In O 1/4" DIA. TAPCON BY 'ITW' (Fu=120 KSI,Fy=92 KSI) tY 1/4" DIA. ULTRACON BY ' O' (Fu=177 KSI.Fy=155 KSI O w INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 0 0 01 -1/2" MIN. PENETRATION INTO WOOD 43 J p+ J ` THRU 1BY BUCKS INTO CONC. OR MASONRY 0 DI w WHEN USED THE MIN.WOOD BUCK N m I-I 'I 'i DEPTH SHALL BE 216'.THE USE OF 1-1/4" MIN. EMBED INTO CONC. OR MASONRY a Q'i h 0 DEEPER OR BEVELED WOODBUCKS IS 1 p 3 M N W n no M m pERMITTEO. DIRECTLY INTO CONC. OR MASONRY - Z z i W 1-1/4" MIN. EMBED INTO CONC. OR MASONRY $p o O-" W E+ SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) (9 0 W INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK.=.090") 0 INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) $ t I I E7 h TYPICAL EDGE DISTANCE °2 r1 I INTO CONCRETE AND MASONRY =.2-1/2" MIN. u> INTO WOOD STRUCTURE = 1" MIN. "w s M9 i INTO METAL STRUCTURE = 3/4" MIN. t I t WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. id ^ m a o m t •• ••• • • •• • ♦ CONCRETE AT HERO, SILL OR JAMBS f'c c 3000 PSI MIN. o o a - • • • • • �• s ♦ C-90 HOLLOW/FILLED BLOCK AT JAMBS Vm.- 2000 PSI MIN. o 2 ! 2 • • •• ,♦ � �a m v • •(tel ♦ • N • � I I Engr:JAvAD AHMAD i f CML PRODUCT RGVIS[D a' _ FIA PE/70592 a complying with tLc Woridn CAN.3538 Building Code .:.•.w.'..1:�.•> ..�,.. .!. _ " d ACccplNlcC No f� V I/�.{3a :i 'a' n� � � y...•'.. ..i;,.„ y:;• - , - <.�.� Gx iration Dale �i'Z� S r EDGE iiST.v v" :v \ ;. } a' ! • •° .� z • By if/• LL Q ^ TYPICAL ANCHORS • ♦•. - "i .• '•" - 8 18Y SEE ELEV. IICAL ANCHORS +e MimlN Dnde ProduMC nlrgT drawing no. °. 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AL-FAROOQ CORPORATION a ICES no o eftvescri ion ENGINEERS&P RODUCTDEVELOPMENT f ==I�: 1/z'. 1 a 06.04.100 cwwcE 7HLS sNEE CGI WINDOWS & DOOR5 1235Sw.s7 AVEf Q,3 B 10.10.11O CHANGE THIS SHEEPI c 10.06.11O1ATE0 m z11a Fac 10100 N.W. 25TH STREET MIAMI,FLORIDA 33174 G. MIAMI, FL. 33172 TEL(305)264MOO FAX.(305)262 978 C. ° enk ey; TEL (305) 593-8590 FAX. (305) 593-6592 COMP-ANL\W10-03CG1 � � t • IAM_ ©/�lC MIAI-tI-RADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADNIINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) %iiv)v.miami(in(le.goy/econoniv CGI Windows&Doors,Inc. 10100 N.W.25`h Street Miami,Fl.33172 SCOPE: This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miarni-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 matIllfacturer 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"160 Sentinel'Aluminum Outswing glazed Doors w/wo Sidelites-LMI APPROVAL DOCUMENT: Drawing No.W13-01 Rev A,titled"Series 160 Sentinel Outswing Doors",sheets I thru 1 of 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation.,dated 01-03-13 and last revised on RUL 31,2013, Signed and sealed by Javad Alrmad,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. gee Design Pressure ratings single and double doors in sheet 1,single sidelite in sheet 3 and door;trtttltign in sheet 4.For mulled unit lower design of door or sidelite or nuillion shall apply to the enl�fiq.asses-iffl r' .• • .0.. 2. See glazing option in sheet 5 and locking hardware in sheet 9. • ..•••• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,4V.sliate and series 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�tiMe has been lto c'liange*0000 . in the applicable building code negatively affecting the performance of this product. • •• •. 0000 ..••;• TERMINATION of this NOA will occur after the expiration date or if there has been a ret�siAuuw change ki the • materia Is,use,and/or manufacture of the product or process. Misuse of this NOA as an end(:rsement of apy,p�ipi(luct, for•• • sales,advertising or any other purposes shall automatically terminate this NOA. Failure to ginrJ7.with airy section ot....; this NOA shall be cause for termination and removal of NOA. " ' ' ' ADVERTISEMENT: The NOA number preceded by the words Miarni-Dade County, Florida, and followed by the expiration date may be displayed in advertising Iiterature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-I&E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Clranda,P.E. 11 Mffi - NOA No. 13-0226.06 MiAMI•DADE COUNTY ...a , Expiratiotr Date: August 08,2018 Approval Date: August 08,2013 Pagel L __ CGI Windows& Doors.lite. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No.W13-01 Rev A,titled"Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of 11, inclusive sheet 9.1,prepared by Al-Farooq Corporation.,dated 01-03-13 and last revised on JUL 31, 2013, Y signed and sealed b Javad Ahmad,P.E. g 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(+50.0 PSF, sill S-I only) 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 manufacturer's parts and section drawing marked-up drawings of aluminum out«v/ sidelites,by American test Lab of South Florida, Inc.,Test Report No. ATLSF-1218.01-12 dated 02/11/2013, signed and sealed by Henry Hatem,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation,dated 02/11/13 and last revised on Tun 04,2013, signed and sealed by Javad Ahmad,P.E. 3. Glazing complies w/ASTME-1300-02&-04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS •• 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNci ours & Co.,Inc. for • •• • •••i f their"DuPont Sentry Glass 0 Interlayer" expiring on 01/14/17. • 2. Notice of Acceptance No. 12-1231,10 issued to Eastman Chemical"pany(MA),Conner • • Solutia Inc, for "Saflex clear&color glass interlayer", expiring on 95f2t/.16. •• , ; • 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Cblilpany(MA2 fbnrner ":`•. Sohrtia Inc. for "Saflex CP-Saflex&Saflex HP composite interlayj:;j•PET eoj�;»• ,,,,,, expiring on 12/11/18. F. STATEMENTS • 1. Statement letter of conformance to FBC 2010 and letter of no financiftrinterest,plep ed b� Al Farooq Corporation, dated 02/11/13, signed and sealed by Javad Abmad, P.E.** • 2. Lab compliance and addendum letters, as pant of the above referenced test reports. G. OTHER I. Test proposal# 12-0553, dated 04/25/12 approved by RER. Ishaq I,Chanda,P.E. Product Control Examiner NOA No 13-0226.06 Expiration Date: August 08,2018 Approval Date: August 08,2013 E- 1 F U 37-1/4" 72" HEAD ANCHORS AT STILE ENDSmp DOOR FRAME WIDTH DOOR FRAME WIDTH QUANTITY CHART M. M 2 ANCHORS SEE CHART FOR QUANTITY g"MAX ANCHOR TYPE Z an0 j 6"MAX.SILL TYPE'A', 'B'OR C. 3" 6" 3" 3^ AT SDLE ENDS HEAD/SILL ---��III 11��--==ii IFF��^----- SHIM 'A' 'B' C. O CORNERS ,q CORNERS A I I 1/4• 4 4 4 w i a ii / i / 1 1 \ ❑ O� v LL -N-IL- O'a 1 M O IN O N3•p; I z t4 tE %D 2 3 LOCK OPTIONS o / SEE SHEET 991'/ v g M ..iil____ ; w .t r� J \ App MVtd*$tQWp(YbtB"Jtbf rn m Il m o H a w o' d i Fl oida Sawn Code -= J m it I I II tO Date. Uk O�`. 20:3 N � ` II � II � NDA• ' - Miami�t�` Q Qw Q y 4 a�� ii i i ii N i SERIES 160 SENTINEL a M ACTNE z ALUMINUM OUTSTSENG DOOR IY/ SIDELITES ACTNE - IMAC NE APPROVAL APPLIES TO SINGLE (X)AND DOUBLE (XX) LEAF DOORS p M1 y� i L TD.L. WITH OR WITHOUT SIDELITES. 3mZ B m B z SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. Z z4a w o vSEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACITIES.0 23 7 2" 3 1 2"23 1 2" / // SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES. D.L.OPG. 2 ANCHORS D.L.OPG. OPG. SEE SHEET 4 FOR SIDELITE TO DOOR MULLION CAPACITY. Z.) TYPE S' NCHORS SURFACE APPUEO THE LOWEST VALUE FROM DOOR SIDELIT I N A ITAT EOR HULLO CAP C STILE ENDS.- E'8' FALSE MUNTWS AT STILE ENOS MAY BE USED AT WILL APPLY TO ENTIRE SYSTEM. TYPICAL ELEVATION TYPICAL ELEVATION THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ( ) ( XX ) REOUIR TSF THE CU RENT FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY ANEO g v DOOR OPTIONS 1B OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO o TRANSFER LOADS TO THE STRUCTURE. _ DOORS LOAD CAPACITY - PSF DOORS TOAD CAPACITY - PSF ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS o SINGLE DOORS (X) DOUBLE (XX) EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DOOR DIMS. LAM,or INSUL-IAM. DOOR DIMS. LAM. or iN'SUL-LAM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS FRAME LEAF FRAME FRAME LEAF FRAME ARE NOT PART OF THIS APPROVAL. WIDTH WIDTH HEIGHT EXT.(+) INT.(-) WIDTH WIDTH HEIGHT a v A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS IMO WOOD ONLY. N a 1--U 37-1/4" 35" 96" 80 80 •• 000 • • 72" 35" 96" 80 80 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO v o NOTE: • • • • • • • • • CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS VERIFY COMPLIANCE WITH*EJRESS 1.4IQATIVA:VHt}tE:ECOIJF;1. •• OF CURRENT FLORIDA SLOG.CODE SECTION 2003.8.4. NOTE: •• ••• •• • • • •• Engr.JAVAD AHMAp rd .e FLUSH BOLTS AND LOCKS MUST BE CML 3 ENGAGED TO HEAD AND SILL DURING DOOR D L.O. DIMS. FLA,PEE 70592 0 3 PERIODS OF HURRICANE WARNING. D.L.O. HEIGHT = FRAME HEIGHT - 12.875" CAIN. 538 a a ••• • • D.L.O•WIDTH (X DOORS) = FRAME WIDTH - 73.75" a R GLASS CAPACITIES ON THIS SHEET ARE .0. • • • .0. • •D.@O.9110TH (XX DOORS) _ (FRAME WIDTH - 25)/2 UL 1 Z • • • • • • • • • drawing no. BASED ON ASTM E1300-04 (3 SEC. GUSTS) •• • • • • • • •• AND FLORIDA BUILDING COMMISSION • •• • • • • O.ORERS ARE N ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. 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TEL(786)315-2573 FAX(786)315-2570 Vice-Chairperson Transmittal Date:October 8�h,2015 www.miamidade.Eov/building Gregory Pierce AGENDA Sergeant of Arms BOARD OF RULES AND APPEALS Thomas Utterback OCTOBER 151h, 2015 Minutes of: September 17t1',2015 Board Members Time APPEAL J.Robert Barnes,R.A. Juan Darla Rizza,P.E. 1:00 1. Gallivan,Timothy Ltr. 09/28/15 RE: Appeal of Building Official Rolando Diaz,P.E. (AP-1510.1/B) Miami Shores Village 1223NE 102 Street William Derrer l Mario R. Espineira,Jr. Permit#WS-6-15-627 Chief Virgil Fernandez Installation of Windows Carmen Garcia,R.A. Jesus Gomez Herbert Gopman,P.E. Richard Horton Enrique Salvador INTERPRETATION Roce Simpson 1:10 1. Fernandez,Mariano RE: City of Miami Beach Deede Weithorn (INT-1510.1) 2011 National Electrical Code(NEC) Robert Yaffe Articles 110.11 and 110.28 Electrical Equipment in Corrosive Locations ?L&Staff Michael Goolsby Kathy Charles Yvonne Bell REPORT 1:20 1.Diaz,Rolando Memo 10/01/15 RE: Certification of Building Official Secretary of the Board (RE-1510.1) Plans Examiners and Inspectors Juliana H. Salas,P.E. October 2015 PROBABLE CAUSE AND FORMAL HEARING AGENDA SEPTEMBER 2015 1:30 Agenda Items To be Heard (Following Regular Meeting) Pursuant to F.S.286.0105,any person who decides to appeal any decision made by the Board of Rules and Appeals with respect to any matter considered at its meeting or hearing will need a record of the proceedings. Such person may need to ensure that a verbatim record of the proceedings is made, including the testimony and evidence upon which the appeal is to be based. Notice is also given pursuant to Dade County Ordinance 91-22 that any person appearing before the Board of Rules and Appeals as a lobbyist must register with the Clerk of the Board of County Commissioners and pay the required fee.Miami-Dade County provides equal access and equal opportunity in employment and does not discriminate on the basis of disability in its programs or services. If you need a sign language interpreter or materials in an alternate format for this meeting, please contact Kathy Charles, Board Administrator, at (786) 315-2571 to request the information. Multiple members of individual community councils may be present. ,. Note: Time listed is an approximate of the time item is scheduled to be heard.Ultimate scheduling within the hearing is at the sole discretion of the Board. If you wish to be heard,you must be ready to appear at any time during the scheduled meeting.