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Home My WebLink AboutNOAAmarr Garage Doors dba Entrematic 165 Carriage Court Winston-Salem, NC 27105 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: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door up to 16'-0" Wide with Impact Windows (DP +45.8,49.3 PSF) APPROVAL DOCUMENT: Drawing No. IRC -9516-169-26-G, titled "Model 950 Heritage & 655 Oak Summit (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets 1 through 3 of 3, dated 03/12/2013, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. on 10/03/2013, bearing the Miami -Dade County Product Control renewal 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: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence, Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. 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 renews NOA # 17-1010.08 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 Carlos M. Utrera, P.E. oa NOA No. 18-0725.03 F Expiration Date: October 10, 2023 p Approval Date: August 30, 2018 Page 1 MIAMI•�A�E 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.miamidade.2ov/economy Amarr Garage Doors dba Entrematic 165 Carriage Court Winston-Salem, NC 27105 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: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door up to 16'-0" Wide with Impact Windows (DP +45.8,49.3 PSF) APPROVAL DOCUMENT: Drawing No. IRC -9516-169-26-G, titled "Model 950 Heritage & 655 Oak Summit (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets 1 through 3 of 3, dated 03/12/2013, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. on 10/03/2013, bearing the Miami -Dade County Product Control renewal 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: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence, Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. 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 renews NOA # 17-1010.08 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 Carlos M. Utrera, P.E. oa NOA No. 18-0725.03 F Expiration Date: October 10, 2023 p Approval Date: August 30, 2018 Page 1 Amarr Garage Doors dba Entrematic NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous NOA's A. DRAWINGS "Submitted under NOA # 13-0813.22" 1. Drawing No. IRC -9516-169-26-G, titled "Model 950 Heritage & 655 Oak Summit (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", Sheets 1 through 3 of 3, dated 03/12/2013, prepared by Amarr Garage Doors, signed and sealed on 10/03/13 by Thomas L. Shelmerdine, P.E. B. TESTS "Submitted under NOA # 13-0813.22" 1. Addendum to Test Report No. ATLNC 0320.01-13, prepared by American Test Lab, Inc., dated 07/16/2013, signed and sealed by David W. Johnson, P.E. 2. Test reports on l) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test per FBC, TAS 202-94 5) Tensile Test per ASTM E8 along with marked -up drawings and installation diagram of Amarr 16' x 7' 24 ga steel garage door Model 950, prepared by American Test Lab, Inc, Test Report No. ATLNC 0320.01-13, dated 05/01/2013, signed and sealed by David W. Johnson, P.E. 3. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654 & ASTM B117, prepared by Architectural Testing, Inc., Test Report No. C5463.01-106-18, dated 04/03/2013, signed and sealed by Gary T. Hartman, P.E. "Submitted under NOA # 13-0503.08" C. CALCULATIONS "Submitted under NOA # 13-0813.22" 1. Anchor calculations prepared by Structural Solutions, P.A., dated 07/17/2013, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" approved on 06/19/2014, expiring on 05/21/2016. F. STATEMENTS "Submitted under NOA # 15-0505.16" 1. Statement letter of code conformance to the 5th edition (2014) FBC and no financial interest issued by Structural Solutions, PA., dated 04/08/2015, signed and sealed by Tomas L. Shelmerdine, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0725.03 Expiration Date: October 10, 2023 Approval Date: August 30, 2018 E-1 Amarr Garage Doors dba Entrematic NOTICE OF ACCEPTANCE: EVIDENCE SUB 2. Evidence submitted under NOA # 17-1010.08 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" approved on 09/07/2017, expiring on 05/21/2021. F. STATEMENTS 1. Statement letter of code conformance to the 611 Edition (2017) FBC, issued by Structural Solutions, P.A., dated 09/11/2017, signed and sealed by Thomas L. Shelmerdine, P.E. A, Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0725.03 Expiration Date: October 10, 2023 Approval Date: August 30, 2018 E-2 7' 16 GA END CAP TDP F. 2' 10 BALL STEEL BURRICARE ROLLER W/5' HIN STEH 145A. WPASAFE CENTER 141WX- ATTLALHED `W/ -(4) S/4' x_3/4' -HEX HEAD SCREWS / Fj 5 ADXST:ARLE R-&LfiR CARRIER ACHED: t2) 1/4 X' if2r 12 GA. QALY. CDHMRCIAL _•:-•:;' BOLT &-NUT PER BRACKET TTIP RULLER BRACKET -• ----- ..._.. ATTACHED W/(4)1/4' x 5.1/2' 18GA. R-7RUSS ATTACHED -- - - 314` REX HEAD SCREWS = _ - W/ C2) 1/4' x 3/4' - - PER BRACKET REX HEAD SCREWS Ai - G • EACH CENTER STILE y "' TYPICAL TOP F1 TURES �jv N.T.S SEE (TABLE 2) ON PAjE 3 FOR /1351 TYEYICAL �l1RASAFE iENfER Hl,�r'>-it� f RECOMMENaaED SECTION -tk7f'ML1PATMN N.T.S. --r- 42 14LA WRASAFE ROLLER S..CCA'RTERS ATTACHED TO R -TRUSS i ;Jl (2) I/4' X 3/4' :-YX BEAD SCREWS PER CARRMR 2' in 1AL L P-01 I ER TO TABLE 4 IR4 PAVE 3 FOR STILE PLACEHENTS —16`-0' MAX INSIM. ELEVATION N.R.S. 43 GA. XIRASAFT' END HSE ATTACHED W/ (2) 1/4' x am, iI"X HEAD SCREWS --14GA DURASATE ROLLER CARRIERS ATTACHED TO amSTILEVer tom) 1,145 x './41 HEn HEAD SCREWS =PER CARRIET SLIDE LOCK EHGAv_S Iris YERTICAL TRACK ON BOTH SIDES 5/8' HIN ifENGAGtNt9i <S;SAP 4ATCH7 DR LOCK VVH X 18 CAS <5' t BAR OPTIONAL). ATTACH W/C2) 1/4' X R` -T. i�1.SSi AT?ACH Ii WA4) 3/;'XFX izcAv STREWS .1/4' X 3/4' HEX READ I aro I T. P3CA._1 DUFSASAF E END HINGE STOP IiCULMPO ?: GA. r:� J3,T33 E14D S -LE /W/ F1F 75LE MAIL, 3 3/d' ATTACHED WITH (7) TLSu-L-LCC �- 3I1EI (SUPPLED TF1, MORS SKTN AND <2)1 zav"Um 3 Tom. L -L [c AT THL TOP -AM � 1 I (7) 2D GA, CENTE-R STILES BnYTD'h1 5'la'.IL { / ATTACHED WITH (2) 3 J LXi-L-LAC AT THE TOP AND{1) 7j Y uiA I �}I! 3137 TOR PJ- ANN ADHESIVE I?CL T R=TAt1i."s' i T13 11-I ERIOR FACE ` PER R(1iLcR �. 2' THICK - 7' 16 E 6D CAP BEHIND TOP AND BUTTDII FIXTURES Z4 GA. MIN EXTERIOR SKIN trjVAJ(EO ON POLYESTER FINISH STILE STIFFENER '( ) LOCATED IN HINGE Fr -ECS) DN TnP S=Mm ONLY t '-� TNRriLKiH i O i 6 { SEE 'Tk2i.E 1: ON PAM 3 I FOR STRUT SPACING 3` ZDGk STRUT A.TTACRZ]] V/ X 3/4' is ,u S EVS AT END AHD CENTER ST ImLiS STEEL HURRICANE M I ;: 1.1,>5' HIN i7EM x ' 5/8' LAU PCI) PER BRACKET rEl TYPICAL POTTY14 RACK:`_TI A 12 -GA M-NERCTAL IrOF FIXTURE- ATTACHED V/ �A) 1/4' x 3/4' -HEX WAD SCREWS AM.WTABLE. SLIDE BRACKET ATTACHED W -"E5 1/4' x i/2' BOLT AND MTS R -TRUSS S ECT -ION G 13'5A.FLAG BRACKET ATTACHED TO WOOD Sana Wl <3) 5/S6DIA. X 1-5/8' LAG ML?S AX Tn TRACK W/ (4) 1/4'-20 x 15n TRACK SPLICE BOLTS AND NUTS SPICE TRA;"H-S AT THIS LOCA=N -%1/ (4) 1/4'-20 TRAW--SPLSCE BOLTS & NUTS SECURE TO JA348 WTH (3) VIE' w A.:x 1-5/E' LAO DOL.'S i) LAG BOLT ATTACHED TO JAMS ATEA JAMB BRACKET 12 GA. I/4'=20 T do RUT -ACwtEINT$UFF STFI:T l { -� ;. PRODUCT RENEWED REDIG4ED) 1 2 GAL'r. STEEL TRACK TRACK TMCKNESs_.083 i I as complying with the Florida (1) 1/9-2a k SfQ'TRACK 5 I/2 H X I8 CA. W So• r R -TRUSS) LIC.. BOLT AND NUT PER .iA)'.B .arRALKE7 TRK MOUNTlNO =NT, +iMMAL JAMB SOUTHERN YELLOW jNc 2 OR BEET DETAIL e �r N. T.S. Z9 'N ,� �Pd 2' THICK - 7' 16 E 6D CAP BEHIND TOP AND BUTTDII FIXTURES Z4 GA. MIN EXTERIOR SKIN trjVAJ(EO ON POLYESTER FINISH STILE STIFFENER '( ) LOCATED IN HINGE Fr -ECS) DN TnP S=Mm ONLY t '-� TNRriLKiH i O i 6 { SEE 'Tk2i.E 1: ON PAM 3 I FOR STRUT SPACING 3` ZDGk STRUT A.TTACRZ]] V/ X 3/4' is ,u S EVS AT END AHD CENTER ST ImLiS STEEL HURRICANE M I ;: 1.1,>5' HIN i7EM x ' 5/8' LAU PCI) PER BRACKET rEl TYPICAL POTTY14 RACK:`_TI A 12 -GA M-NERCTAL IrOF FIXTURE- ATTACHED V/ �A) 1/4' x 3/4' -HEX WAD SCREWS AM.WTABLE. SLIDE BRACKET ATTACHED W -"E5 1/4' x i/2' BOLT AND MTS R -TRUSS S ECT -ION G 13'5A.FLAG BRACKET ATTACHED TO WOOD Sana Wl <3) 5/S6DIA. X 1-5/8' LAG ML?S AX Tn TRACK W/ (4) 1/4'-20 x 15n TRACK SPLICE BOLTS AND NUTS SPICE TRA;"H-S AT THIS LOCA=N -%1/ (4) 1/4'-20 TRAW--SPLSCE BOLTS & NUTS SECURE TO JA348 WTH (3) VIE' w A.:x 1-5/E' LAO DOL.'S i) LAG BOLT ATTACHED TO JAMS ATEA JAMB BRACKET 12 GA. I/4'=20 T do RUT -ACwtEINT$UFF STFI:T l { -� ;. PRODUCT RENEWED REDIG4ED) q i I as complying with the Florida 3 i MAX SIZE ��,_ 16 x 1-4 nn y t='i'�i-4�9 rp1��e e �r Building Code Z9 'N ,� �Pd +45.6 PSF-49 18-0725.03 1 ° o I -A I Da e10110/2023 I IFA � C Expiration r� ji;:@_llAnCz9`� r.ml jj'''' I � j � 5 .4 �_ � Miami-Dacl Product Control � ' II 3E <'A�n>_c 3S ON PAGE f NER i � FOP tA43 n nCK�:i SPRMNG j CON90-IRA1110M FOR 5'iS" UP 3 14' T._- D;;OP,,S QALY, STEEL, ATTECHEO 3/4SS ,W <4) v,41x3/4' aE:: -HEAD —* T-- SC.RF_V$ AT EACH END STILE AND (25 1/41 x 3t -d5 HEX HEAD FO0DUC f pj:vmw s Oo&pj* with the-Mri4a i MRCVS AT. EACH CENTER STILE 9SConqyjyingpJtjj the FlgrW jft'Wj6#Cd& I C?) 3' FOGA, C;3>=D STRUTS ATTACHED W./t2) 1/4' X 314` TwX pnAu SCREWS AT EVD AND CENTER UTILE.". 16 *`iA END CPI' BEHIND AND to 4 CC14T ST_ F- Al:NEEC W/ 'mfBOTTOh MAL a- O I ION A•-,'+ (SIDE VJIL: BOTTOM IRACKET 13' GA- THICK ATTACHED W/tar i/' -a.'' X 3/4' Ri WAD SCREWS ! t G j'%Afj--7; L . IM,PAG RE%S T" N, TWO C=) RUV3 OF THREE <3A VENTS EW#ALS 1S SQ INCHES kiex;('�1�S.C(xrc 13 or AecWiam No I ?- I d I7 b � lei x117 VVULMANS Note h0 Za g r [ f i7c . cw4foi 1 utven- CE va„oiS1r, ISY i f � I iii 3 i MAX SIZE ��,_ 16 x 1-4 nn y t='i'�i-4�9 rp1��e e �r DEMN LOADS Z9 'N ,� �Pd +45.6 PSF-49 �a 4� . "' l_ Ilj �` r . •-, ° o I y pmt -fit �,.• E IG: CARRIAGE COMF WL4STfw-S,'tEfir tLC. 27i45 :'W11+1HP.Q.t,Gkl I I 1101IEL 950 ZRRUAOR (24 W i030, F. M MOyBi, 855 OAA. SSUMIUT (94 C' -A) !ODD, 200 5a3omr, IaO.?Fr:., FLIJSHi AND 0€X SL MJ7T PAMS"iS- r$a j-DB,IY!! ay Jul DAlE 0112,1I3 W40 ? WE I 8 aI<= BY DAIE IRC SDI o -M -7E -G i iW1 OF -3 i �� ;��f �5:•,�'_ 6 iii c��sr STATE E 0i- IMPACT , RMSTMCE .I ; "s'< ,n'', ,��, 1 IFA r� ji;:@_llAnCz9`� r.ml y pmt -fit �,.• E IG: CARRIAGE COMF WL4STfw-S,'tEfir tLC. 27i45 :'W11+1HP.Q.t,Gkl I I 1101IEL 950 ZRRUAOR (24 W i030, F. M MOyBi, 855 OAA. SSUMIUT (94 C' -A) !ODD, 200 5a3omr, IaO.?Fr:., FLIJSHi AND 0€X SL MJ7T PAMS"iS- r$a j-DB,IY!! ay Jul DAlE 0112,1I3 W40 ? WE I 8 aI<= BY DAIE IRC SDI o -M -7E -G i iW1 OF -3 SPECIFICATIONS AND NOTES 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE W:RTICAL TRACK, FROM 1TIE TRACK Ti -W LOAD IS TRANSF-MURED TO THE VERTICAL JAhMS. THE HORIZONTAL JAMB OR HEADER RECET VES NO PORMN OF THE LOAD TRANSFERRED FROM TETE DOOR, 2. EACH VERTICAL JAMBS RECEWES MAXIMUM DESIGN LOADS CF ; +366.4- LHS; FT & --394,4-Lb'S;/7T 3. DOOR AND HARDWARE VALL BE DESIGNED, MANUFACTURED AND INSTALLED PATH .S-TANDA ZDS AS SET FORTH BY DASMA. 4, DOOR SECTIONS SHALL BE .24 GA, (.0216) MIN. EXTERIOR SKIN ROLLED FORMED, 3V/ B-A;(ED ON POLYESTER FINISH 5. DOORS UPTG ;TO" HIGH CONSIST OF (4) .SECTIONS AS SHOWN, USE 0) 5 1/2- R -TRUSS PER SECTION & (2) 3" 200-A STRUTS AT BOTTOM SEC -PON e. DOORS OVER (4) SECTIONS REFER. TO TABLES 1 AND 2 ON PAGE 3 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGIS1REDi PPOFE-S-SIONAL ENGINEER FOR HND LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. 3. THIS APPROVAL REQUIRES THE MANUFACTURER TO 110 TESTING OF ALL COILS USED '1•0 FABRICATE DOOR -PANELS UNDER T'rIIS NOTICE OF Aw.E TF`,'NCE. A HjNIMUM OF 2 SPECIMEN'S S"C L BE CUT FROM EACH COIL AND !tNS!LE TE'-STED ACCORDING TO ASTM E-6 BY A DADE COiINTY AFPRQW--') LAB SELECTED AND FAID BY THE (MANUFACTURER. EVERY 3 MONTHS, 4 T' -'ES A YEAR, THE MANUFACTURER SHALL MAIL TC -THIS OFFICE' A COPY OF THE TEST RF -PORTS 3:3 F CONFIP„,IATION THAT 111E SPECIIYI.ENS WERE Sr) EC-iE1J FROM COILS AT THEMIANUFACT'JRER PRtI IiCTiOI FACIL!'PES, AND ANOTARIZED STATEMENT FR'.N'M' THE MANUF-ACT~.1RER THAT ONLY COILS -' Mi' Y ELD STRENCT?J, OF 34,600 PSI OR MORE SPALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER ;HIS NOTICE OF' ACCEPTANCE. AVAILABLE- TRACK CONFrUL1RATIONS ItT& INTERIOR OF GARAGE hIAX 3'r1DTri 160 L DtS.GN LOADS tlllll9li� +Sfi6.4 LBS FT SEE NO Mir- 2 -394.- LBS/ -T 1IPT QNA SHORT PANEL GLAZED ^ECTION STRUT ANT- , TII 1 AYO 1 T C N.TS, TOP SECT TON PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 18-0725.03 Expiration Date 10/10/2023 By Miami- roduct Control INTERMEDIATE SECTIQ GALV STEEL IH-TERIDR IFIPACT WINUDOW FRAME GAI,V STEEL EXTERIOR IMPACT VINDOW FRAME 1145' BITE ON GLASS 24 CA -S71 EL DOOR SKIN 5/16' OVERALL 1/8' CLEAR 0NEALED GLASS .099' SLUTIA-PVB INTERLAYEP. 1/8' G'' EAR ANNEALED GLASS mANLwACTORED'BY GUARDIAR 2. 3116' X I/2' SCREW - USED TC FASTEH THE STEEL C--ITERIOR IMPACT VIND0114-FRAME Tv THE STEEL INTERIOR MPACT WiNMV "FRAME. 11/641 X 1/2' SCREW - USED TO FASTEN DECORATIVE PLASTIC MOLDED WINDOW FRAME TO THE ASSEMBLY . SECTITIN ITIN B -F IMPACT WINDOW !=I AIL N,T.S. SB -190 L ADHESIVE ids" A-: '4 -T _-- "' my d_ FOODUC f REVIVE ft wii t the nodi IMPACT GLAZING FASTENER DET IL ' piro +i tl►obiopl} SB+ a kvwks QWU • l N T.S.; (7-10 / GLAZ?Nu IdEt ; S AS .. H Z!.30Q-;a 1140e / f' t r -y ,F -y LTJ "JAMB AT J f': vI :Tf-�i 9 f 3 V� 114. VTUS t ? X b `/F TI^q! +Ntz A .Arsjj TQ Vfil7r: f PAMF CTR:7C �vRr 5/16' X 3' LAG SCREWS STARTING 6' FROM ENDS T:HE.I i2' DCi Ci 1/2' E' EEDF#_N77 v = ]CA' JAH-1] rI EHT To 2.GBf PS*, COMCRE iE Ei1LTI KWIK HOLT 3/8' X A' STARTING 6' FROM ENDS THEN Z4' t,,C. C2 I/2° .EMDEDMENTr LIILTT SLEEVE ANCFIDR '.'8' X 2-3/4' STARTING 5' FROM ENDS THEN 12' UCS !1 1/4' cuaL EPsi) iTW/ RAFrSET REDHEAD (TRU-BOLT) 3/9' X 4' STARTING 1NG 5' FROM ENDS THEN 22' D.C. (2 1/2= EMBEDMENT) P X A VFRTI].AI. JAAR ATTACHMENT TO HOLLOW .C-94_BLQLK SIIiPSi1rI i/4' X 3' TITEN SCREWS S TARTiNG c' r -R04 ENDS, USE PAIRS OF FASTENERS ;3" APART) AT e' 4.C. (1 1/^2' EMEEDHENT) HILT! i/l' X 2-3r'4' iC1tIK-CON II+SCREWSS STAP,TI"E 6' F'13M ENDS, USE PAIRS OF FAS T EFiEFZS ` APART) AT e, OL. Cl L/4' EttaERUME D P % (- VERTICAL JAMB ATTACNIMENT TO Gp. UTED C --9G BLOCK Cc J"9 FST G&OUT� NI_ T 1 SLEEVE ANCHOR 3/8' X 2-3/4' S 1'AITTING 6` F-7-mM ENDS: TIv4 14' G,C, a 1/4, DIRFI) LENT) {OR, USE FASTEM`ERS FUR HOLLU-W C-90 BLOCK) ALAGS AND VOLTS CAN BE --DNTERSUNK Til PROVIDE A FLUSH MOUNTING St1P,FACE, *PREPARATION O WOOD JrivERS BY OTI-ERS' -E ! CONTE I HtILLOW MI`�� GRaUTED $' �I STPUC STPO URE S' nUCTURi- -t--;�- -- l.--� i/2'' MIN 2 3/4' I-i[FI 1-°./, " i TN 4' 1 -?X6 JAMB I TYP, 3' H!N TABLE 1 D00OR STRU7 SPACING (BASED 0N-RECOM.N1ENDED SE CT10N -HEIGHT CONFIGURATI10N) ! TOP I A B C C c } P G H ! i T. - - 1:• - 11_T. P'-=-7-13-2 - - 7T 4112" I 7'° 117112" i 38 112" 59 112"; 76 112" 1 [ ! t. 3 Il - S MA All!.t4_- 2-.- .,2�'i1_ ��5 112-:� ..BL:,�.2: - - - 1 + 11 "'li li t! ' r :r 4111 - -.' ItP 4 112 f 17 172 35 112 1531.12" , 1 11 ! i S8 912 II" _ z L ! Yi gi --- .6f 4 17211 7" 1-4112" 32 112!1; � 1,'211 68 112111 86 1,!211 ' 100 UZI - �_- - =x•.1:.1/ALL: =:3122:- - - - � 1 i 1 " tt A 2411 u ) ,r :^k ..1 nn C 4 rr2 117112 ! 38 !/� ; 59 1.1�:: 77 x,12 95 112 I 11.4 ; - - - - - •r - _ r--'-I:.[�- rAi.- :ni.,.-'.x56:.2 :: • - ,1-r�.[ i-� .� - - �_ fi - !_'•:: -241 •-- .lel __S __ '-! 1 = _ .rl- :fr' _ .. _, +.-! moi, b =-___---'. _ - :- . _ .�}� -�: _ - -= ' = _ -- - - - )•- '_ - I a ...891h2t . 07 , 124 A .lt�rn'35.! /2" u5n 1171ji2' }4 ;� 7" 17 / i 172517...!2 _' _ .�.r-_ it =--}t.5-i-'_: % -3x3.5 ti: u=i/''+l a: ' �j N:' ---'-'X _ .,_e> -- 7,, ... _..: `_./S'•.,,. L_f..�-.tet. ':;%i. .__ : �- = r - - _..�•>� ,�_>_,. �....---- .... 53. _, .. -. a _. _.� :_:..--__ ;;{'a .T -moi _ _�: __, - ! A �1: 1 1 1 -1 Tt C ei 11 < j 1-2 , ; 2'•' 7 117 1121 3 38 112 l . � 1i2 180 112 11011,12'"19112" 1 1'. T 1 A f 1X11 , t t7 , A •� .i t /)ll }� 11 { ;;n .r l 11 '7' A � 1.711 � 95 �1�11 11-/y .t f�li ! � l�i i � ��11A 4,8 1121x.! 1 1.3 411 ; . , 1 I 1 38 112 ; 5-9 1. _ ; 7. ;. G , 1 3 -..7 _t 1 1 - - [•��( _ -_FdRi, _�: �. 1 'T: t. _ wi i 1 9 3 - !f_-n,>n-tt! �: v�;�'�ill,(4L1lIn7 -- L`nit+ i - . o tl 4 16vi 7 t Pii iABLE 3 PRODUCT RENEWED as complying with the Florida Building Code NCIA-No. 18-0725.03 Expiration e1011012023 By Miami-Dfige Product Control 00 -OR ' RACK ATTACHMENT SPL ri= ! '� f' v D G; H; J K MI, 1Ni Ceilt�-Stifa Localism (ldeasu(ed from L1A Edge) 1 i i j i ,_ 1 -, } 244 314 4th 6Lh 6131 7th 'lin) C1f� CIA) i gri) (1n) e. _- �`1 - - - -- - -=>•:::`: ahs"="='�!- - - _ - -- =- - - :.I__ -- _ LL--•; .. .. - ,yr `-1 - 1 . __.._. __ .. r. [ _. _ -i.{^ - =' _ -.= M-21 10:0 !i 3Vi! )! sji!'7! 711 1 ((till 6 7x1 v _ - ..t' it= - '1. 3374' - '�il�a x32!3• IT. _ ^..^:_ _ _ - - _ _ _ •`::__r a -.v_ 2.. "'+.' - - 81 37-F14" 381 /611561 � -91,11-7811 Hese - -- 1 •: - "i "°:=. .tI_- tt •_ F� 'FI-: - -� r-: "'+1[=1 _:!, Qi:: --41'x4(7 = = QIt_ - _ - -_ - -- _ - - _ _- -_ _� z- 1_9 - _ 'i1�_'c;; • 4 31'02 6` i 001, ♦ ( t- tag27:" SQx - l; -lift" - 'Ii: f:- - - Q: �•2.233 ur. li; - tt21 - - _---- -- - 1 12':0 Bead 24.625 48 313 72.000 95.683 119.376 ! .! Urt 37 1`" ��11 nJ11 ! ��" 1 56 11 11 Q - !73- 3" i 23il1:(_I- 11 L 1 i 1 ! k 1 iz 2 ':';�_ , "T 73.000 y`a:Eds 116:832 -- - -= -- ,...( ' _1!•_/ . ._..T7 . ...} -- it LI n !I ' Win„ _ f. a rt! '! nil " If 1[46"'1 1s n 38 X46 ;,S 83 :� 1C l , n_ I! ! 154 ! 114.22.7 '156 X068 1 + 726 :2x.2 72 64.436 7a.ax 97,364 zG, --ndi x_1_;•.11.. _ ..I _. - I:� ___.nt.' -x032!!: i:'n.-iii' _ '1 2242 3113 ii' ai: ,r^ tl_y--_ __-_ :,!'� -x1 - �i�.' _ .�L��e�- a' _ -; -+i �_ _1 :_ - .-!C>L. -:�V: .-i'V._i�: ::.L!.3=� ,.♦J:J_'-=:i_�:e:'-••,U'F.1+=:•:iYr - - -1 ,.\�.1.: - ?! 37Cn"1r U f1�2II lIt ?81 88 In6i! f ; a_. 7 i[d.�.5, - AL_f 10.:11-n' ::.••_ /� -!!}� = 11 ! � ii n ° rPl i! iz,8 t txy r 59.174 75.[[,17 S9:u"{, 122.660 1 27.34=. 1.3` 3" j 1412 38'f 466 56114, 68i1 ; � 1 88" � 17-((971 1114" %2' 11341 1481' J 1 _:.''. .7 .:'lit r :---LL-: :i-.;�1i'=`-': .' It-: d pTI-__:':}+ii:?turf' 'tl-t :> - Ii:r''_ i.ic'::n�-+I I.S-ri 'L,.13ii :. ., .�iE !.. tl l- :._a :'P.i;• I),t'=_t'_n [T !r 3 73 - =' =_88 `-1:t�iL� `49 !:' =l3.'. - =i4 3J k�:�:!'< 20k [t :cc;c - 1 J: .: - .A8 -1 24.6. 127.34�]I5f-870, 76-000 ! 100.330', "00 t u u .0 a 11 x3+11 1 1; s 24 1 ti a " .! ie � r" r n ti n 14 1 3 14 127" 38 46 6� ! 68 178 1 8u hCG 114 c22 1;04 146 1 u 16C� ALL "I ACK ATTACHMENT SPACING -t-/- 2" A} LOW -D WFM SYP NO -2 JR )TETTER ONLY TABLE 4 S 3c11oA F Ceilt�-Stifa Localism (ldeasu(ed from L1A Edge) Parcel e tt5li fh} 244 314 4th 6Lh 6131 7th 'lin) C1f� CIA) i gri) (1n) 1x;1. shat 1`4.2113 aa. 71.64 '�4.76z 10:0 Long 30.000160.000 90.070 acre I Hese - t 3O.a25s0.4eG Bs.37s 1z T Sher 15:674 46,8121 72.0W 95:188 116.376' 17:0 tag27:" 601a9.B26 72[00 0-1x6 118.750 1 12':0 Bead 24.625 48 313 72.000 95.683 119.376 12_2 Shat 26.272149.W 73.0 1 tS:384 11D.728 1 iz 2 Log.27:163,50-084• 73.000 y`a:Eds 116:832 17.2 Bead 25.125 49.Mi 73.950 96.938 120,876 iz.4 SW s!aIt + 726 :2x.2 72 64.436 7a.ax 97,364 zG, 1 12'_4 Log 28 161 5i:fl84 7.^391 90 916 119.832 1 22 [4 Head z5.825,_49,8i3 1 74:000 ; 9E 186 12237E 12;8 ' Sha! 26,340 50670 MC00 99,330 123.60'0 iz,8 t txy r 59.174 75.[[,17 S9:u"{, 122.660 1 27.34=. t ii 16 Bud 25,125-50563 76:w^ U &9 43,8 123.875 1 Sha: 24.6. 127.34�]I5f-870, 76-000 ! 100.330', "00 2:B ! Lxn 2;.214 6L1 ffii 7e 2740 1 900 Ii23Sm I } 1 S 121' 21" I 18" B�a _ a � pro` 3 err __�0 ..;_[,ia0' x5.37o- r -i!0• Star, 127.'''600522501 77.2X20 101.760 i2s,6ci 17;10 ur(a 29.200163,1401 77,000 1 10Lt.9W _124,800 ?:`0' Bead 127, 12o- 162.06,11 7-0270?41,°1w 226,875 I 23:0 Stix(28-'•..1.J" 153.006' .76.070 IMM 1128.000 1 L � i x21.3 1 .J �i 'J. ! I Bead ., r5 Sheri Yi --' i y i -0 .� •D'i.(Xyb 129. t� •19.0x,. Q•7. -,JC t,-.(."'+,] 2 Lona ,31.2p0t55_aDC, _Yk L900 126_tw 1t 3'12 �- 28.125f51563i 79_Dl0 i63.ti3€ .129.375! _ !, ti'a 213,3 64.4001 80_ te: 1^,.=69 i ::J3"A f 1 _,•, I L,eng !29.800164.900 1'Xl.t?00 105._901130.2[4} 13'c4 1 1 I Bead 124.826154,313 80440 1 103-636 '131,375 ) 1 � 1 73''6S3w-I t9 0MQ1a-r.4DG! &t 00 i ?06:6[X2 1�37 2011 r -;v (- Long "j BW pum 1 62,1000 1TB31.2CCi goad 29.126.65.0631 81,000f% -S35 132-875 K ; Shat iW.8O0;56_400 82070 ] IVACO 1.'13.200 1 13';8 I LoN 31.250 58.626 82000 107,376 132,764 13',8 Head 128.626 65,813 62MG • 108_x88 }134.376 ; 17:20 , stwt 31.388 57.133 82,9x8 ;X0,.'.713 134,488 13<10 t1,7y 3'1.340 57.170 83.000 1 108534 134,660 I 1 23`i1D} Head !30.225 56.563 83.000 1 ;09.438 1135.876- 1 74'10. &*d 13 1. 688 67:7c.^! 8-1,938 HOJI3 ad'.d Lay 33.250 68.8251 84.0(30 a09.37111 -1435D I 14", Bead 30.6�� 57.313 84.vWv 116:668 13,7.375 I i 14';2 i Shot 132-,754158.846i 64-938 111.413 137,888 ' ' 14';2 f � 3',.349}}59-17L•} BS.,a""`S.: 12L[.BV7 •136-6'a" } 14';2 Head 32,225 SS.ih3 85.630 111.23 B 1138875 1u. a,h , -st•,�t -1-o- - 13=_3a�,�,.1� �.;� :12.x3 1a9_456 i 24;4 9 Lctig '34.340160.170] 86",000 } 211.837 137,660. 1 1 1434 Ise l3i.52bl68 fl13 89,3 t :13.1$8 '.140.375 2%.r� J_ 1_?3 'I:.- `'''-1; _ ! � 1::.. •e%) •_!. Short 32 78H %_6B 1 86,938 114,013 1.11.098 i4'�-0 i-a'� 7 2- 1 .660 35:344 61.276. 87-Oa0 i 839X;, 38 14';6 Bead .i 32.12515$. , '61,010 114,438' 141,&?6 1�;;6 Sha2 33.188 60,563 $7.538 115:313 142.688 14'_8 1 Lai i621B144.842 K406 68,[000 ii0q-`J94I13a.1&9152.722 1 ! a4:_c 9"14 32.1726 cht.313 88040 115_553 143.3?57 19`:10 Shod -_a82181.263i SB_9JS ( 116.813 1144,2881 c 67 S9,�^ 171> 1'Z 400115iC3 3 } 144:217 Bead - 71 ' H9 .» 38 ; 44. 78 73J.i2b'61.Do3 .004 ,S S i I 1 1 q WX Ston a3_936161_936t 84-328 117926 145.9381 } 1..:0 , Lolt9 24.9C314'0,59X3i 3 .300 I some, 1111,gailia 407,155-1c6 r 1!i'.:� 9.3aS f.:J.6�6E,t713i 90.6"'76 '161&..'' 1246.375 i 1&:^ Sfiolt 34.388 93,938 ii9_c?3 147.488 62:663 t 1572 j ,wig 125_?=1i47,60 &9,30„ 9;.000 ,1127C+a 13 . i L711� x03 i6 8224 S6.125162 91,[46 129:438 147,!;76 1.6'1,4 Shia! '28:0[X3",-..^..670 79 0 204.80'.`, 1130.400 156=01 L � :.4: 7- - '0.625 0 :wJ 'i14.�5 :67x2 t5s,t26' 2 6 0 at.250 a } i S 15';4 8 �d :s •620'63.313 92.0x6 4 120.668 149.375 2^;6 Sh-R 2+.4 6,46.624' 60.812 9.'2,X^^6- -'.16:188 139,376,15'_5x{; 15,3 Liars i249C;147.600i 70-M 93.E 11S.7G01384PXiii$.2.Sw W;6 ' Bead 124.M147.417 70.209 1 81=1 115.7&2 138_663 162:2751 '1^ p 1 Shot 124.176 47.624 70.812 • 94, 0 11?_188 140.3781183:5641 15• $ Ldlg 75,9X148:600 71.350 94 WO lii6.7C0 139.400 162.100 TIN !3?ad 425.0?6.487i? 71,LYT9 &1.003 iirs_95?1T39.9ui 162.675 :5;101 Stgd in.43'o-48,6`24 71.6i2 h 95.000 118:188 141,376 '964-WAI wilol !-dg '[6.25.1'149,1$7 71.464 1 aSt�A] 117.9!7 140:833' 15`J.r"Si, 1 ia.174 Bead 1233.424 6.617 71.809 95.OW118.192141:3831164.575 16 0 Shat ?3:436 49624 72-8.12 96.[00 119_169 142,376 165,5641 ta;.0 Latg 122-900 56.600 73.70 96_Gti4 116.7(70 131.400 io-:.1�'=3 16':0 1 Head i.74,M148AITI 72.203 0.4.000 11197g2143.E&3 367.375 TABLE 2 !DCGR SECT'1 0N H ?C- i`TS HEIG i,1 2tm i #2 '43 #4 1. #5 #6 t #7 _ = t- i=_ _ ,1:It `' ,;.u- :It_ - r+•f.i'i = •rl. _ 'iii.' ..:.f1= _ ;Il.t _ __I 13 6' ! 21" ! 21" ' 21" 21" ! 21" 118" i 2381! 2111 i -'".7- rs '3=`- --:a'��, :_ _ _ ;ti:Q•u: - `�11t: - - i!: _ _ ❑i�; xt.-:G� :�,•-_ L-'. - V� :::�i: - c ��_:> -,{ Q -�"'• .c.tST:`;•, - ::J - -� 'i--- �."`ziFS_ M ^II 1� h ii ! ^''-I 1f QI 21 }� 18 i ;8 a. tP 13 If 18 11 18 91 � , t -f i3 S 121' 21" I 18" ; !-J" 18" 21- x--j__�'-�_. 71= ..1 ..i:.. -21f1 T'._ IiS -?t T[;• - _�. � ": .. i - 1q go a 121 21 1 2111121 -!it - !f •=:.5:t-3123=�1 _ _1-.hd .. i=1 . i .!i _j_::i •C _: .`•-" ..Aa f.i._... a -1 g' 1N, c1 x;427.' Q17 195 ► 1 bs ,'1d71 }-_.v=LI'-=_�_ -'[_LJ•f-•'';Gc': -=1. z8- 'i. 1� It*'?11t } �.f it i if 24171 1 L 1 t :_ --11-1:===i '= .. _�.5-_.",, >:.'-f r�,li< ! 1 • -v 1: 8 3 13 ,i 18 i ! I ! i ! - a f - 1.>r,liwah.•._ xi 2%.r� J_ 1_?3 'I:.- `'''-1; _ ! � 1::.. •e%) •_!. � 1 jf 1 j {` F n.-1`il i s?r'.1e ion I rr'-1�A it i"NOeuc "VISF as atiwin witk them bow404 AtOePtu'ar No 17-101a, 1k /s I, !- l� raLLA-Mm-1 ✓u4Y 44bu !r K7R *Ah the r1orkw Appwva G C.; Iybtip- will C* Vdidii1ifff rricxid� C A=Qpk-c iO 454 a1x/ ct� .}`}QJ�w 1 '!'i+ 3;i rte• itRc By y