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WS-13-2435If _4% i ' Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 207345 Permit Number: WS -10 -13 -2435 Scheduled Inspection Date: March 07, 2014 Permit Type: Windows/Shutters Inspector: Naranjo, Ismael Inspection Type: Final Owner: HAMLET, JOHN AND ELAINE Work Classification: Window /Door Replacement Job Address: 117 NE 91 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060133310 Project: <NONE> Contractor: STORM TIGHT WINDOWS INC Phone: (561)922 -6747 Building Department Comments REPLACE 18 WINDOWS AND 1 DOOR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP - 202044. Not ready Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 07, 2014 For Inspections please call: (305)762 -4949 Page 17 of 29 U March 5, 2014 IEA ENGINEERS, INC. CONSULTING ENGINEERS 7400, PINEWALK DRIVE SOUTH MARGATE, FLORIDA 33063 TELEPHONE: (954) 984-4646 FAX: (954) 341-8729 1960 NE 2'Aveaue "Miami Shore&WamfL.33,138 Re Elaine 0 14 UW44,01'. X once 117 NE 0' it Miawi$Wrps.VVage Florida 5313t T"idFn it any pc> slblei misu orsta. -%;, nothing m should be construed, directly or indirectly as a guarantee of any portion of the structure.. To the best of my knowledge and ability this report represents an accurate appraisal of the present 'conditions <Tsbotidna,ofthebuilding, based on careful: evaluation of the observed conditions, to the possible reasonable extent I trust the above Wormation will be sufficient for your needs. Please do not hesitate to contact one if I =y be, of further assistance. Sincerely, t Oft I18A EN % Burk AtWJuaM LOW IEA Engineers, Inc. Consulting Engineers 7400 Pinewaik. Drive South Margate, FL 33063 Telephone: (9154) 9844646 Fax {954) 341 -8729 PE #28376, CA 427305 SI #1121 Elaine Hamlet Residence 117 NE 91 Street Miami Shares, FL 33138 D- oor and Windowr Wind. Loads (ASCE 7 -10) I Iwo t dOW(PAPtr} t75! 2,010:Florida Building Code 5 5 6 6 t:0*4015 60 f3 for h i Only-,' 3.5 Length of:Short_Side (ft) 35 Window within Type 5 area FALSE TRUE FALSE ftilding enolosure Enclosed TRUE FALSE Window/Door Height (ft) 4.63 Sloe of roof (Degrees) 14.04 2.83 2.83 4.08 4.08 NegaWa, me -mal pressure -0.18 5.92 5.92 2.08 108 Igo ttN$lt tomal pressure 0.18 Window/Door Area 24.68 39.25 39.25 5.89 C 12.24 12.24 Positive GCp 0.931 Vhta 9.5 1.000 1.000 0.984 0.984 Z91 900 0.895 0.895 1.000 1_.000 E posure lficientt(l 0.92 Xz (from A8CE.7 -10,z> --13 ft) asi ve ..esign ressure 7VOM 3739 C1iraal'aicieriir( 0.85 2M.41:1 77M Negative VW- d.dt r" -Sur6 (psf) 61.32 q= .00256t�1f Kd ( I A -0.959 AA - 1100 - .369 T1? p i.ia W Ibpiied W,6 to,ecn .,pdesign pei•:the ASCE 7,10 -1.031 -1.190 - 0.,995 -1.400 - 1.100 1 r 2-. n 8=, ,.a 5:. 4 � fi€ Corn�� End of Tjr� 5 Area �: , rdcnw�rn Type 5 aria 'CRUE F! TRtE. FALSIz TRUE FAQ TfUE vin avlk Heigh }: 4 8 4:58 4.58 4$8 4:1 4.63' 4:63 Win cltwipoot idth �) 2.58 -2.56 2.68 2.58; 5.33' 883 33 1l igd" or Area 11.82 11.82 11.82 11.82 24.68 24.68 24.68 PrisJVV6 00p D.987 {1.88-7 '1.987 0.987 4.63:1 0:931 0.931' .Adlustec ,keiive GCp 8.987 0.987 0.987 0.987° 0.931 0:951 a, P1 0- -40 - , eg 4 Neg e -174 A MU - 17 - 1.087 1:.261 -1.031 -1.261 N alive GCp 4.374 - 1.037 -1.374 -1.087 - 1.261 -1.031 -1261 n ressure - 57:19 46.62 - 67.19 46:62 53.03 44:64 ` - -63.03 ndow Number 4 5 5 6 6 7 7 Distance from zGomer to End of Type 5 Area (ft) 3.5 Window within Type 5 area FALSE TRUE FALSE TRUE FALSE TRUE FALSE Window/Door Height (ft) 4.63 6.63 6.63 2.83 2.83 4.08 4.08 Window/Door Width (ft) 5.33 5.92 5.92 2.08 108 3 3 Window/Door Area 24.68 39.25 39.25 5.89 5.89 12.24 12.24 Positive GCp 0.931 0.895 0.895 1.000 1.000 0.984 0.984 Adjusted Positive GCp 0.931 0.895 0.895 1.000 1_.000 0.984 0.984 --42-.W asi ve ..esign ressure 7VOM 3739 39M 41444 2M.41:1 77M Negative -1.031 -1.191 -0.959 AA - 1100 - .369 -1. Adimtm mp-nnhvA r r.n -1.031 -1.190 - 0.,995 -1.400 - 1.100 -1.369 - 1.084 IEA Engineers, Inc. Consulting Engineers 7400 Pinewalk Drive South Margate, FL 33063 Telephone: (954) 9844646 Fax: (954) 341 -8729 PE #28376, CA #27305 $I #1121 Elaine Hamlet Residence 10 117 NE-91. Street 12 Miami`Shores, FL 33138 TRUE Door-and Window Wind Loads (ASCE 7 -10) TRUE 1762 DID Florida Building Code �Catet lanho+ () 2 UsE: 40{ doe h c?ft only Leragt of Short S��le {fit) �5 Roil eftlosure: Enclosed Siope roaf'(Degrees) 14.04 Negat e.intemal pressure -0.18' :Posit ve''iritem& pressure 0.-18 0.950 C Aip%>e O! 5 Zg 4.5 .c tcier�t ,jK . Ot 92, Kz (from ASCE 7- 1Q,z > =15 ft) p+�iil ooalnt (1 0.135 Uel Pre u e (Psfj' 81.32 qz= .00256iCz VZi�d (Kzt =1.0) The 0,6 to equal p designper the.ASCE 7 -10. ;1ii�t4tiarrtts .. ,< 8` S 9 S T [J>tc�m+ ter to Eif '�ri- a T1t1E FALSE, TRUE FALSE i�lrHefght (ft) 4.42 4 >42 4,08 4: Wincic i oor tidth (fit) 15 3.5 4.42 4.42 WndourlbbOrArea 42,60 15.47 15.47 18.03 1803 Po 0.7857 0,967 0.955 0.955 Adjcts °' ,Pos�'GCp. 0.95 -7 0.967" 0:955 0.955 0.982 IP&M 59IMPressuF5. . Negative GCp -1:333 =1.067 -1.310 - 1.055 Adjusted Negative GCP 1:333 -1.067 -1,310 -1.055 IN60TINVan Primmwe n -AM A7 -AA AA A 7485 -A; TAT ' 1;340: -1.050 -1.286 Wind Number 10 1.1 12 13 TRUE FALSE TRUE 4.42* 4.42 4.42' 4.33 4.33 415 19.14 19.14 21.00 4 960 A00 0; 943 0.950 0.950 (3:943 TI 4.42 1;340: -1.050 -1.286 Wind Number 11 12 12 13 -13 14 14 Distartte from Comer to of Type 5 Area (ft) 3 Wing within Type 5 area FALSE TRUE FALSE TRUE FALSE TRUE FALSE VllindoWDoorHeight (ft) 4.42 4.5 4.5 4.58 4.68 4.58 4.58 WindowOoor Width (ft) 4;75 4.33 4.33 2.75 2.75 2.75 2.75 WindowOoor Area 21.00 19.49 19.49 12.60 12.60 42,60 12.60 Positive GCp 0.943 0.949 0.949 0.982 0.982 0.982 0.982 Adjusted Positive GCp 4:943 0.949 0.849 0.982 0.982 0.982 0.982 'IPBMM OMF Pressure, Negative Cp -1.043 - 1.298 -1.049 -1.365 - 1.082 4-365 -70$ Adjusted Negative GCp -1.043 -1298 -1.049 -1.365 -1.082 -1.365 -1.082 • I 18 19 19 IEA Engineers, Inc. 20 21 Consulting Engineers Distance from Comer to End of Type 5 Area (ft) 7400 Pinewalk Drive South Margate, FL 3303 Window within Type 5 area FALSE Telephoner (954) 984-4646 FALSE TRUE Fax: (954) 341 -8729 TRUE FALSE PE #28376, CA #27305 S1 #1121 4.58 Elaine - Hamlet, Residence 4.25 4.25 117 NE 91 Street 4.25 4.25 Miami Shores, FL 33138 2:88 5.25 Door and Window Wind Loads (ASCE 7-10) 2.75 'mind 1c�d iP) 1-5 200 Flonda-Building Code 2.75 an 11.82 22.31 t en: +ta f (ft Use 7-40, for h�60ft only e 11.69 Lengif Shr Side (ft) 3$ Positive GCp 8uildng enrid a e E* ed 0.938 Slope of roof (Degrees) '14.04 0.988 Negative.iriternw pressure Adjusted Positive GCp 0:987 Poi64infamw pressure 0.938 0.988 01988 C 0.988 Alpha 9;5 Zs 900 . E. posut =ef Aept;(K) 0.92 f k(from A CE 7-10,z>=,16 ft) Di redtional wafficlent (Kt). 1186' vewli PWAVV6400) 61.32 tIz=.0025 \PK-d fl z 1 -0) Thaw# 1 .r 1#rAi # b 0, pdes'go 1 r the ASCE 74 U Wain 41�ei 15 15 16 1fj 'l'7 17 1 Qis f ye 3.5 er � # rim -a tan T� .aree- t U FALSE TRUE FALSE ME , FALSE TRUE:- r1[�a�ir Fle ht (ft) 4:58 4:58 4.58 4.58 +4,58 4;58` 4.58- Wild t; � (1t) 2.75 2.75 2:75 215 2.58 2.58 2.58 Windt toorA - 12.66 12.60 1260 12.60 11.82 111.822 11.82 Posiltve GCp 0 982 0.982 0.982 0.982 0.907 0.987 0.987 Adjusted Positn; GCp 0.982 0.982` 0.982 0.982 6.987 0:987 06987 os a sire V.793 4277M Z793 4,Z943 WM Negaffve GCp, A -1.082 - 1.365 -1.082 -1:374 -1.087 ` -1.374 Adjusted- 1atve.GCp -1.366 - 1.082' -1.365 -1.082 -1.374 -1.087 - 1.374 3n' -9.83 - 46.44 - 66.83 -46.44 - 57.19 46.62 -57.19 Window Number 18 19 19 20 20 21 21 Distance from Comer to End of Type 5 Area (ft) 3.5 Window within Type 5 area FALSE TRUE FALSE TRUE FALSE TRUE FALSE Window /Door Hemet (ft) 4.58 4.25 4.25 4.25 4:.25 4.25 4.25 Wind€ ~wlDoor Width (ft) 2:88 5.25 5.25 2.75 2.75 2.75 2.75 Window/Door Area 11.82 22.31 22.31 11.69 11.69 11.69 11.69 Positive GCp 0.987 0.938 0.938 0.988 0.988 0.988 0.988 Adjusted Positive GCp 0:987 0:938 0.938 0.988 01988 0.988 0.988 . es gn Pressure . NegauveEiup - a..Vof - I.c/r -LU0o -1.0 o -LUOa -f,310 -1.U86 Adiustc3cf 11t�ative i Cn - 1.087 -1.277 - 1.038 - 1.376 -1.088 -1.376 =1:088 :425 " IEA Engineers, Inc. 5.25 Consulting Engineers 22:31 7400 Pinewalk Drive South 0.938. Margate, FL 33063 ,06 Telephone; (954) 984.4646 1203 Fax; (954) 341 -8729 0.986 PE #28376, CA #27305 SI #1121 Elaine Hamlet Residence 01986 117 NE 91 Street 0.988 Miami Shores, FL 33138 4,Z894 Door and Window Wind Loads (ASCE 7 -1:0) 1P �tlfirtri' �rid�6uildirig C Importance tegory 4:372 _ 1188n Hi t ROof {ft)4C 7 f for h only. Length of Shgriaide (ft) 35 Bui�ngeriolosiAre Erioi�ed Slope of foof.(Degtees) 1444' Negat velptemai pressure, -OA Posi ive intenial pressure 5.25 5.25 aC Alpha 9;6 Z9 900 Exposure ooef lecif (Q, 0:02 f£z (frs A;SCE 7- 1tl,a > =J6 ft) Direc#ioi=!rxiabi�rt (Kf) 0:85 Velocity-PP cps=-- 602561C4VKd (Ka- I.% The vii rntilt piiect O,6 to eq+ a{l, n per tine ASCE, 7-4 0, :425 " 416 5.25 525 22:31 2231 0.938. 0.936 ,06 0:938 -1.277 - 1. W1#V -1.038 TRUE. 3' 2.25 6.75 t000 1.006 riTiz- -1.11 0 -1.400 FALSE. 3'' 2.25 6.75 1.000 1.000 -1.100 24, . 1 24 , 2,5,' TRUE FALSE 71 i . 4.25 4.25 4.25 2.83 2.83 2.75 12:03 1203 11.69 0.986 0.986 0.985 01986 0.986 0.988 47M 4,Z894 42MM' - .372 -1.086 - 1.376 4:372 - 1.086 -1.376 Window`Number 25 26 26 27 27 28 28 Distance ffo- Corner to End of Type 5 Area (ft) 3.5 Window within Type 5 area FALSE TRUE FALSE TRUE FALSE TRUE FALSE Window/Door Height (fit) 4.25 4.25 4.25 4.25 4.25 4.25 4.25 Window/Door Width (ft) 2.75 2.75 2.75 5.25 5.25 5.25 5.25 Window/Door Area 11.69 11.69 11.69 22.31 22.31 22.31 22.31 Positive GCp 0.588 0.988 0.988 0.938 0.938 0.938 0.938 Adjusted Positive GCp 0:088 0.988 0.988 0.938 '41.10 0.938 0.938 0.938 1poswe Lmsign Pressure 4797W 2M.M ZTM 41.15U 41.10! MIM Negative GCp -1.088 -1.376 - 1.088 -1.2 -1.038 -1.277 -1.038 Adiusted.Negative GCp - 1'1088 -1.376 -1.088 -1.277 -1.038 -1.277 -1.038 LENGTH OF'SORM, ., CANTILEVER=, POSITN,E DESIGN PRESSURE (PSF);; �NEGA"T1VE QES PRESSURE (PSF - WIM"OFFRAM LENOTH OF FRAME SECTION MODtJLUS-- PI x (DIA)113132= AREA;:;Fif /4= 131ENDING ON` 404OR SCREW LB ED _N BENDING ONLY= , 1 0 (Fb"SECTION MODULUS/CANTILEVER) SHEAR ON ANCVIOR SCREW LD BASED ON SHEAR ONLY= (Fv*AREA) SHEAR ON CONCRETE ULT. SCREW LOAD IN CONCRETE= 0.25 IN. DIAMETER TAPCON 15, IN. CANTILEVER 43-41 PSF* -58A3.PSF 2.1 FIT 28 FT 97.7 LBS. 1583.0 LBS. SHEAR DESIGN VALUE 450.0 LBS. z 11 IFA ENGINEERS, INC. Consulting Engineers 7400 PINEWALK DRIVE SOUTH MARGATE, FLORIDA 33063 'TEL-(,954)984-4646 FAX:(964)341,-8729 PE 428376, CA #27306 -MAXIMUM OPENING-SIZE 0.25 IN. DIAMETER TAPC.QN, 1.5 IN: CANTILEVER 39.56 P8F -60,42 PSF 5,9 FT 6.6 "FT 97.7 LBS. 1683.0 LBS. 1800 LBS. 450.0 LBS. Miami Shores Village. - of3 Building Department r LU;� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S CTION'S PHONE NUMBER: (305) 762.4949 FBC 2Ul 0 BUILDING Permit No. PERMIT APPLICATION Master Permit No.W Permit Type: BUILDING ROOFING JOB ADDRESS: 11-1 NE q151T City: Miami Shores County: Miami Dade Zip: a551 313 Folio/Parcel# Is the Building Historically Designated: Yes NO 4' Flood Zone: OWNER: Name (Fee Simple Titleholder): yawe, am La Phone#: ?Q,5-9C4-,-9-1G_7 Address: 111 Oe Cyn- S,+ city: LA taw State: F1_ zip. Tenant(Lessee Name: Phone#:, Email: CONTRACTOR: Company Name: n� rm 1 tcWi W i YY o r djY-,—Phone#. 601 " 9 90" 6 -0 Address: � �(�r� 0 r city. V k' �' �6ea�;q State: ZiipJ: Qualifier Name: t"t l.N h Phone#: State Certification or Registration #: Cj::aCi 51 S Certificate of Coo- m�p1etency #: Contact Phone#: %I _)47 Email Address: R&ze L'T T71 1. DESIGNER: Architect/Engineer: Value of Work for this Permit: $ N' 1 j1 4 v Square/Linear Footage of Work: Type of Work: L]Additiqsl OAlteration ONew ORepair/Replace ODemolition Description of Work: I r 13i u3s, , I C } Color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ 3 0 ik I Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip M 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 MPROVEMENTS 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 Owner or Agent The forego instrument was acknowledged bef me Ithi 1 S r day of g 20, bye t nP IM 1 , is personally known to me r who has produced As identification and who did take an oath. NOT Signature Contractor The fore om ent was acknowledged fo me day of g 20 ((- by f � w o is personall own to me or who has produced My Commission Expires: M 01, 30, °)-o Is'- My mmission APPROVED BY t J/ I s/ Plans Examiner Expires: take an oath. 1 #13MVA 30, 2015 3M ago. co. Zoning Structural Review Clerk (Revised 3 /12/2012XRevised 07/1(/07)(Revised 06110/2009)(Revised 3/15109) .W C T 42 jj U54 7 8 9 Den 10 5 6 11 12 Kitchen Bath t, i 13 Down Stairs 14 4 LMw Rtn 16 2 1 18 17 Y -4—, 35, —> Milm! Shores villoge Ig'9 EAPPREOVED "'Mi Shores 'r BY DATE _ 70MINIG DEPT DFPT U ,II *CT TO COMPLIANCE WITH ALL FEDERAL A,'.,[) rnt iNTy nj 11 FS AND REGULATIONS 20 21 -e-,- mss) —> bi 10 C*4 co 27 NOT TO SCALE. Oct 14, 2013 "MmEsotyrm Site Plan 1 co M. 26 E C'o W. U- o) Z 0 LU E NOT TO SCALE. Oct 14, 2013 "MmEsotyrm Site Plan 1 eb(ENGINEERING EXPRESS 160 SW 12th AVENUE,: *106. DEERFIELD BEACH, FL 33442 PH: (954) 354 -M FAx: (954) 354.0443 WWW.ENGEXP.COM Wind Load Calculation ASCE 7 -10 Chapter 30 Wind Loads - Components and Cladding Florida Building Code 2010 Site Information Owner: Elaine Hamlet 11 Wind Speed (V): 180 MPH Exposure Category: C Velocity Pressure Coef. (Kh): 0.88 ASCE 7 -10 Ch 30.3.1 Table 30.3 -1 18 ft. Directionality Factor (Kd): 0.85 Topographical Factor (Kzr): 1.0 Structure Information Risk Category: 11 Building Classification: Enclosed Int. Pressure Coef. (GCpi): 0.18 ASCE7- 10Table 26.11 -1 PMAx- = gh(8c GCpneg - GCo) Mean Roof Height (h): 18 ft. Roof Slope (9): Sloped Roof Slope Coefficient (9c): 1.0 Min. Building Dim. (L): 35 ft. End Zone Distance (a): 3.5 ft. Prepared in accordance with: ASCE 7 -10. Section 30. Wind Loads - Components and Cladding Florida Building Code 2010 a 0 2013 E- Tempest.com ID: stom fight- PHamlet, Elaine Dmian Wind Prewure (PMAX +. PMAX -1: ASCE 7 -10. Ch. 30.4.2130.6.2 Device Vft1Cn1ations :ASCF_ 7 -10. Chanter 30. All Subsections ZA� I' 1 twx 63 x 55 Int Max Positive Pressure (PMAx +) PMAx+ = gh(8c GCppm + GCp) PMAx+ = gh(8c GCppos + Wo) Max Negative Pressure (PMAx -) PMAx- = gh(8c GCpneg - GCo) PMAx- = gh(8c Wpm - GC#) Device Vft1Cn1ations :ASCF_ 7 -10. Chanter 30. All Subsections ZA� I' 1 twx 63 x 55 Int 7 24.06 9.19 0.85 59.85 0.9 -1.0 41.5 -45.2 2 63 x 55 Int 7 24.06 9.19 0.85 59.85 0.9 -1.0 41.5 -45.2 3 63 x 55 Int 7 1 24.06 9.19 0.85 59.85 0.9 -1.0 41.5 -45.2 4 63 x 55 Int 7 24.06 9.19 0.85 59.85 1 0.9 -1.0 41.5 -45.2 5 71 x 80 Int 7 39.44 14.81 0.85 59.85 0.9 -1.0 40.1 -43.8 6 25 x 34 Int 7 5.90 2.68 0.85 59.85 1.0 -1.1 44.0 -47.8 7 36 x 49 Int 7 12.25 5.56 0.85 59.85 1.0 -1.1 43.4 -47.2 8 42 x 53 Int 7 15.46 6.50 0.85 59.85 1.0 -1.1 42.8 -46.5 9 53 x 49 Int 7 18.03 6.50 0.85 59.85 1.0 -1.1 42.3 -46.1 10 52 x 54 Int 7 19.50 6.75 0.85 59.85 0.9 -1.0 42.1 -45.9 11 57 x 53 Int 7 20.98 7.52 0.85 59.85 0.9 -1.0 41.9 -45.6 12 52 x 54 Int 7 1 19.50 6.75 0.85 59.85 0.9 -1.0 1 42.1 -45.9 13 33 x 55 Int 7 12.60 7.00 0.85 59.85 1.0 -1.1 43.4 -47.1 14 33 x 55 Int 7 12.60 7.00 0.85 59.85 1.0 -1.1 43.4 -47.1 15 33 x 55 Int 7 12.60 7.00 0.85 59.85 1.0 -1.1 43.4 -47.1 16 33 x 55 Int 7 12.60 7.00 0.85 59.85 1.0 -1.1 43.4 -47.1 17 63 x 55 Int 7 24.06 9.19 0.85 59.85 0.9 -1.0 41.5 -45.2 18 63 x 55 Int 7 24.06 9.19 0.85 59.85 0.9 -1.0 41.5 -45.2 19 63 x 51 Int 7 22.31 9.19 0.85 59.85 0.9 -1.0 41.7 -45.5 20 33 x 51 Int 7 11.69 6.02 0.85 59.85 1.0 -1.1 43.6 -47.3 21 33 x 51 Int 7 11.69 1 6.02 0.85 59.85 1.0 -1.1 43.6 -47.3 22 63 x 51 Int 7 22.31 9.19 0.85 59.85 0.9 -1.0 41.7 -45.5 23 34 x 51 Int 7 12.04 6.02 0.85 59.85 1.0 -1.1 43.5 -47.2 24 27 x 36 Int 7 6.75 3.00 0.85 59.85 1.0 -1.1 44.0 -47.8 25 33 x 51 Int 7 11.69 6.02 0.85 59.85 1.0 -1.1 43.6 -47.3 26 33 x 51 Int 7 11.69 6.02 0.85 59.85 1.0 -1.1 43.6 -47.3 27 63 x 52 Int 7 22.75 9.19 0.85 59.85 0.9 -1.0 41.7 -45.4 28 1 63 x 52 Int 7 22.75 9.19 0.85 59.85 0.9 -1.0 41.7 -45.4 P a a CONTRACTOR TOVERITOLLUSLD DUENSONSPRCFSANDOTIIEii ION. GNIIEAwTFIEYMATYAHTN .gnTLT,ID1nCnAlbVrTXNf lntOn]Vrva/n1CRawV�OlelYlGl innn nYaVr,neenurvsna + ueeafn. CONTRACTORSTOVERFMETOV DDNESSTRU TURTDEWNAAION. 8. UMALFEM&A.AFFDBTE ERETOVALING FR fRUCTUHAL DFRCATIONOWNONLV.USEO &CONgMUCTIONN BYCONTRACTOR,e�HMME F CA.L F8HMYLOGAN6HTE&FED RALCOV S&FRO4AOMNCSOFT[ PLAN. �BAPPBIATEFEESRESULTNOFROM MATERIAL FABICA7DN .BYSFB1616`.rIDN,BCONSIHUCTON PRACTCES�lONO THATWHCHL4CALL®FOR BYl ACA48fATE8FEDERALCODE88FROA1DEV1AlDNSOF7H PLAN. L e4= E97NOa(PRESSHASNOTV 6DEDTHBJOWMt4FORNATCNCONTANEDHERENLSAM) ONCONTMTORMJPFL® DATAINDMEAW1RBM NMEN(MEMNOE)9'ROSSYALLNOTBEHELD RE.4'ONBW.EOR LIAa.EN ANYWAYFOR ERRONB(XISOR NCCURATEDATAOR MEAM RBMNM WORKSHALLBEFELD VERFED PFIOR TOCONSMUCTON.ENONEEANO E)CPRES93HAa.BENOTFED AND OrANAN OPPORTUNDYT- RE-EVALUATEOUR WORKUKW DWOVOYOFANYNACCURATENFORMATON FRCR TOMODFCATON OF EIBINOFELD CONDIfbNSAND FABRCATON AND NSFALLATON OFMATHIWJL 7. EICEPFJSEIMREMYFROVDED HERE-K NOADDRTONAL CERTFCATONSOR AFFNMATONSARENTEJDED. NK L BENNARDO, P.E. FL PE 0046548 �i RAISED ENGINEER SEAL A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Comer Zone -10% of least horizontal dimension or 40% of the mean roof helcht. whichever Is smaller. but not less than 4% of least horizontal dimension or3 It. OPENING LOCATION NUMBER (Location) Comer Zone or Interior IS THIS A WINDOW OR DOOR GLAZING TYPE PRODUCT ACCEPTANCE NUMBER PRODUCT APPROVAL PROVED PRESSURE RATING REQUIRED OPENING DESIGN PRESSURE MAXIMU M TESTED SIZE ROUGH OPENING DIMENSIONS MULTIPLE WINDOW ARE SHUTTERS REQ Y/N. ( +) PSF { -) PSF ( +) PSF { -) PSF MULLION REQ Y/NINA 1 Int Window 7'8*"L°. 12- 0223.11 55 55 41.5 -45.2 1 5307 63x55 No No 2 Int window 78°`�niiL6 12- 0223.11 55 55 41.5 -45.2 53x77 63x55 No No 3 Int Window 7rsr�aL °. 12- 0223.11 55 55 41.5 -45.2 5307 63x55 No No 4 Int Window 78"`"L L 12- 0223.11 55 55 41.5 -45.2 5307 63x55 No No 5 Int Door 1 "Lami10 FL11103.2 60 60 40.1 -43.8 190x95.5 71x80 No No 6 Int window "m""L" 12- 0223.11 55 55 44.0 -47.8 53x77 25x34 No No 7 Int window 71vL -1i LO. 12- 0223.11 55 55 43.4 -47.2 53x77 36x49 No No 8 Int widow 718* Law 1° 12- 0223.07 55 55 42.8 -46.5 60x60 42.03 No No 9 Int window 118"1 -'L`L 12- 0223.11 55 55 42.3 -46.1 5307 53x49 No No 10 Int window 719" Lemi L°. 12- 0223.11 55 55 42.1 -45.9 5307 52x54 No No 11 Int Window 718"LamiIG 12- 0223.07 55 55 41.9 -45.6 60x60 57x53 No No 12 Int Window ""Lam" 12- 0223.11 55 55 42.1 -45.9 5307 52x54 No No 13 Int Window '4"`a"'" -°- 12- 0223.11 55 55 43.4 -47.1 5307 33x55 No No 14 Int window 7wL814Lo- 12- 0223.11 55 55 43.4 -47.1 5307 33x55 No No 15 Int window 7e"`-niLO' 12- 0223.11 55 55 43.4 -47.1 5307 33x55 No No 16 Int window 'm'`m"'L°' 12- 0223.11 55 55 43.4 -47.1 5307 33x55 No No 17 Int window 1w Ledd L°. 12- 0223.11 55 55 41.5 -45.2 5307 63x55 No No 18 Int window '1"`-1'L°- 12- 0223.11 55 55 41.5 -45.2 5307 63x55 No No 19 Int window ""Low I° 12- 0223.09 55 55 41.7 -45.5 7463 63x51 No No 20 Int window WUML°' 12- 0223.11 55 55 43.6 -47.3 5307 33x51 No No -+ 21 Int Window 71rLaWLG. 12- 0223.11 55 55 43.6 -47.3 5307 33x51 No No 22 Int window 719"Lam91° 12- 0223.09 55 55 41.7 -45.5 1 7463 63x51 No No II (Location) Comer Zone or Interior IS THIS A WINDOW OR DOOR GLAZING TYPE PRODUCT ACCEPTANCE NUMBER APPROVAL APPROVED PRESSURE RATING REQUIRED OPENING DESIGN PRESSURE WWI We ROUGH OPENING DIMENSIONS MULTIPLE WINDOW ARE. SHUTTERS REQ Y/N ( +) PSF ( -) PSF { +) PSF A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Comer Zone -10% of least horizontal dimension or 40% of the mean root height, whichever is smaller, but not less than 4 °k of least horizontal dimension or 3 ft. OPENING LOCATION NUMBER (Location) Comer Zone or Interior IS THIS A WINDOW OR DOOR GLAZING TYPE PRODUCT ACCEPTANCE NUMBER APPROVAL APPROVED PRESSURE RATING REQUIRED OPENING DESIGN PRESSURE MAMMU M SIZE TESTED ROUGH OPENING DIMENSIONS MULTIPLE WINDOW ARE. SHUTTERS REQ Y/N ( +) PSF ( -) PSF { +) PSF ( -) PSF REQ YMULLION 1NlNA 23 Int Window 7/8 ""L °- 12- 0223.11 55 55 43.5 47.2 53x77 34x51 No No 24 Int Window '/8'LemiL° 12- 0223.11 55 55 44.0 47.8 53x77 27x36 No No 25 Int Window '/8"LamiLG. 12- 0223.11 55 55 43.6 -47.3 53x77 33x51 No No. 26 Int Window 71v Lo. 12- 0223.11 55 55 43.6 -47.3 53x77 33x51 No . No . 27 Int Window 7/8" L" 12- 0223.11 55 55 41.7 45.4 53x77 63x52 No No 28 Int Window 7wL-d G 12- 0223.09 55 55 41.7 -45.4 74x63 63x52 No No MIAMI - E I DEPARTMENT OF PERMrrnNG, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMU98TRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 MM- Mlamidade.eov /Dora 1424 Locust Gap Highway Mount Carmel, PA 1.7851 x� 0 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 PERA - 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. PERA 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. "51118" White PVC Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. RPLS0060, titled "Impact 5108 Series Fixed Window" sheets 1 through 5 of 5, dated 09/16108, with revision B dated 02/07/12, prepared by PTC, LLC, signed and sled by Robert J. Amoruso, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice ce number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Lame and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or -change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 08- 1021.04 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. Pp R, D 1�1, We NOA No. 124M.07, Exriiration Date: January 28, 2014 Approval Date: April 19, 2012 .. Page 1 Reaencv Plus, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. Z. Drawing No. RPLS0060, titled "Impact 5108 Series Fixed Window" sheets l .through 5 of 5, dated 09/16/08, with revision B dated 02/07/12, prepared by PTC, LLC, signed and-sealed-by Robert J.- Amoruso P:E; B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2 Uniform Static Air PMsm Test LOadiniz per FBC TAS 202 -94 3 ater Resistance T r FBC TAS 202- 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 24113.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a series 5108 fixed window, prepared by National Certified Testing Laboratories, Test Report No. NCTL - 110 - 11363 -1, dated 05115108, signed and scaled by Harold E. Rupp, P.E. (Subod ied under previous NOA#08-1021.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis prepared by PTC, LLC complying with FBC-2007, dated 09/15/08, signed and sealed by Paul E. Winter, P.E. (Submided under previous NOA #08-1021.04) 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) T. MATERIAL CERTIFICATIONS 1. Notice of Acceptance NO. 11-0624-01 issued to EX DuPont DeNemours & Co., Inc. for their "DuPont ButaeiteO PVB Interlayer" dated 09 /08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 07- 1016.05, issued to Dominion Plastics, Inc., for their White Rigid PVC Exterior Extrusions, approved on 11/15/07, expiring on 10/24/12. Manuel P .g. Produet Control xa er NOA No.12- ,07 Expiration Date: January 28, 2014 E -1 Appraval Date: April 19, 2012 . Regency Plus. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. tatement etter of conformance, com lyin with FBC -2010 d of no financial interest, dated.February 07, 2012, signed and S. y obert J.. Amoruso, P.E. 2. Laboratory code compliance statement, issued by National Certified Testing L - stories for T"esf Report No: NCTL -130».lt! 3 -1, dated 05/15/08, signed and sealed by Harold E. Rupp, P.E. (Submitted under previous NOA #08- 1021.04) G. OTHER 1. Notice of Acceptance No. 08- 1021.04, issued to Regency Plus, Inc. for their Series 5108 PVC Fixed Window— L.M.I., approved on 01/28/09 and expiring on 01/28/14. Manuel erU4 Product Control Exa iuer NOA No. F- Viratdon Date: January 28, 2014 APProval Date: April 19, 2012 E -1 REGENCY PLUS, INC. VW PACT 5148 SERIESF xD fmvDOW 1 7 4'• S TA L L A M N A NCHORA GE D E TA M S' a ..�I . / � DE81QN PRH88UR8 RATING A TABLE OF CONTENTS . GL7NERAL. NOTES• • INSTAL TIO NOTES: 1 B '1. THE I'RODLICTANCHDRAGE SHOWN HEREIN IS DESIGNED 2 B 13'1 ELEVATION AND ANCHOR LAYOUTS TO COMPLY WITH THE 2007 AND 2010 FLORIDA BUILOONG CODE M-) INCLUDING THE KOH VELOCITY HURRICANE 7. THIS PRODUCT DOES NOT REQUIRE THE USE OFA DAD COUNTY APPROVED IMPACT SYSTEM, LONE (1) 0�'TALLATIOro ANCI t IS REQUIRED AT EACH ANCHOR LOCATION 8lKNMN. S. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE HORIZONTAL &VERTIO& SECTIONS - PARTING STOP INSTALLATION ZONE AT THE DESIGN PRESSURES STATED H@`REK 8 WINDOW FRAME MATERIAL. WHITE RIGID PVC® 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT# (NOA 007- 101(UM ® THE MUNN NUMBER OF ANCHORS TO BE USED FOR PRODUCE INSTALLATION. 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO LABORATORY 8ST DATED OIV16D8 AND ASSOCIATED LABORATORY STAMPED DRAWINGS AND WERE TESTED 8 SEE MEETS THE REQUIREMENTS OF ASTM E1SD0-04e1. SEE SHEET 3 FOR GLAZING DETAIL nA 3. SHIM AS REQUFREO AT EACH INSTALLATION ANCHOR NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOWLS. EDGE DISTANCE IS MEASURED FROM FREE IN ACCORDANCEWITIICURRENT DADECOUNTY PROTOCOLS. 1G. DESIGNATION a STANOSFORTLiEFOLLW/VWG WITH LOAD BEARING SHOd(8) MAXIMUM A!A OWAfO E 8F11MSIZEIS1/411ICH, SHIM WHERE BPACI OFUIBINCH SHELL OF BLOCK. EDGE OF MORTAR JO1NT INTO FACE & THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE O FIXED PANEL 11. A 1A INCREASE IN ALLOWABLE STRESS FOR WIND LOAD8 OR GREATER OCCURS. BHiDi(8) SHALL BE CONSTRUCTED OF HIL3}i lY PLABTICOR BETTER 10 INSTALLATION ANCHORS MALL BE 0N8TALLED IN AlX ORDANCE WITH ANCHOR MANUFACTURERS ® TO THE STANDARDS LISTED IN THE 2007 AND 2010 ' FLORIDA BUILDING CODE (FBC) AND IS IN COMPLIANCE WITH SAID STANDARDS, INCLUDING HIGH VELOCITY WAS NOT USED IN THE DEMON OF THE PRODUCT(B) SHOWN HEREIN. WIND LOAD DURATION FACTOR (Cd =1. 4. FOR INSTALLATION INTO WO00 FRAMING, LI,4E 812 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 112 INCH BE USE INS OSTRATE WITH AND STRENGTHS NCk� SMALL NOT NOT - HURRICANE ZONE (HVH2) REQUREMENTS, HAS BEEN USED FOR WOOD ANCHOR DESI,7N. MINIMUM 9NBmMENI . M80MUM EDGE DISTANCE A 3I4 MINIMUM STRENGTH SPECIFIED ANCHOR MANUFACTURER - - UACY OF THE EXISTING STRUCTURAL CONCRETE AIN WIND FORCE ' MASONRY AND 2X FRAMABLE 12. EACH WINDOW ASSEMBLY SHALL BE LABELED WITH A PERMANENT LABEL AND/OR STAMP WITH THE EXTRUDER CODE AND "MDCA•. S. FOR INSTALLATION THROUGH 1X BUCK TO GDNCRETE I 11- INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE gA3� 8U83TRATE MATERIALS WITH RESISTING SYSTEM CAPABLE WITHSTANDING AND OF TRANSFERRING APPLIED PRODUCT LOADS TO THE MASONRY, ORDIRECTLY MTDCONCRETE / NWSOIVRY USE 3HB INCH ITW TAPCONS OF SUFFlCI LENGTH TO ACHIEVE 1114 INCH THE FOLLOWING PROPERTIES:- STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MINIMUM EMBEDMENT.ABNIMUM DSIANCE S 2112INCHES. A WOOD- SOUTFigRN YELLOyy PpIE. MINIMUM SPECIFIC 6 1X AND 2X SUCKS VW4EN USED) SHALL BE DESIGNED AND IL INSTALLATION ANCHORS ARE TO BE LOCATED THROUGH GRAVITY OF OJA B. CONCRETE- MAXMUM COMPRESSIVE STRENGTH �' 3182 CONCRETE ANCHOREDTOPROPERLYTRANSFERALL LOAD $TOTHE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE PERIMETER OFNAWNOFOI WHEN APPLICABLE. ® CJ4IASONRY- STRENGTHCONFORMANCETOASTM Cam. RESPONSIBWTY OF THE ENGINEER OR ARCHITECT OF MINIMUM 7. MINIId11bl EMBEDMENT AND EDGE DISTANCE EXCLUDE DG RECORD. i WALL INCLUDING BUT NOT LIMITED TO STUCCO. FOAM BRICK VENEER AND SIDING. 8 THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY TOT REFLECTACRIAL CONDITIONS FORA SPECIFIC BITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN. THEN THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A. OUTSIDE HVHZ: REQUIRE THAT A LICENSED ENOINEER ORARCHTTECT PREPAREANO SUBMR, SITE SPECIFIC DOCUMENTS FOR USE WITH THIS . DOCUMENT. B. INSIDEHVHZ REQUIRE THAT A ONE-TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED FROM THE MW"ADE COUNTY PRODUCT CONTROL DIVISION. ..�I . / � DE81QN PRH88UR8 RATING A TABLE OF CONTENTS SHEET REV SHEETDEBfOtFMN 1 B mom NOTES, INSTALLATION NOTES & OP. CHART 2 B 13'1 ELEVATION AND ANCHOR LAYOUTS HORMUAL & VERTICAL SECTIONS & GLAZING DETAIL- OPT. INSTALLATION 4 B HORIZONTAL &VERTIO& SECTIONS - PARTING STOP INSTALLATION 5 0 CCMPCINENT3, BILL OF MATERIALS & CORNER SECTION 1 i :gar Qm m a�9 b RoDeaW.AroWUao,P.Ti. Flmtdg P.E No.487S1 • 'L i• 6 ' PIDPto��lDeel®�(Ogyy, LLO 3Y4POem¢7mTe•, om mi • 0.t PBPEOIOfA . Nika 8 ELEVATION EXrMIOR YIBW MAX. UNIT WIDTH 61' MAX UNIT WIDTH SO' D.LO WIDTH 541/2° D.LO WIDTH 641/2" 8" MAX FROM CORNERS (TYP) 8` MAX. O.C. SPACING (1YP) S' MAX. FROM CORNERS (TYP) 8' SPACING ) S" MAX. FROM W MAX. FROM CORNERS MP) CORNERS MP) I! MAX. O.C. SPACING (TYP) S" MAX. O.C. SPACING (IYP) NO INSTALLATION-/ ( ANCHOR CHOR (TYP.) MAX. UNIT _I MAX. UNIT IHT 10" MAX. O.C. D.L.O. HEIGHT PARTING STOP SPACING (IYP) HEIGHT ANCHOR (TYP.) -� 64112* D.LO. 4114' BVSTALLAnON 641P2' CORNER ; ANCHOR (TYP.) / o 4114' MAX. FROM f I I I 10" MAX. O.C. . CORNER ow) �tth-SPACING CM) ANCHOR LAYOUT ANCHOR LAYOUT PARTMSI+OPEV3T TION E7Cflmm YIBW OFn0NkLDWALLATiON ID[TI?RIOR VIBW i� W m a � Ll a8 j1 Ffmi6aP4Sl62� 0 i P qi .. POLO lLC • oem 321,06PLSm gT16 tWE ,Wq Amr MIN. EDGE 2X WOOD FRAME BY OTHERS SHEATHING - �BY OTHERS EXTERIOR FINISH - BY OTHERS PERIMETER CAULK BY OTHERS lsy_q #12 WOOD SCREW INSTALLATION ANCHOR �+m �1I 1 1/2° MIN. EMBEDMENT INTERIOR 1/4' MAX SI EXTERIOR -SEE GLAZING DETAIL 1 ON THIS SHEET VERTICAL SECTION pPTID IlVbrf N OOD I+RAIMIB SUBSTRATE 0. EXTERIOR PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS 1X WOOD BUCK BY OTHERS ISOLATION MATERIAL BETWEEN WOOD BUCK & CONCRETE /MASONRY BY OTHERS ®2 818' MIM EDGE DISTANCE - i \ 1/4 MAX SHIM S 1 1PY MIN. EMBEDMENT 2X WOOD BY OTHERS m #12 WOOD SCREW 2 3 4 INSTALLATION ANCHOR 6 < ®7/8° MIN. EDGE DISTANCE SHEATHING BY OTHERS g rd+ EXTERIOR FINIS BY OTHERS PERIMETER CAULK d < q z 9 3 13Y OTHERS 4 MAX. O.A. FRAME WIDTH- a GLASS C HORIZON SE�ON WOOD FRAME SUBSTRATE s m 7Ar OA INSULATING GLASS CONSISTING OF: 114° MAX SHUN 1/8' ANNEALED GLASS. 0.090° INTERLAYER BY DUPONT, 1V ANNEALED GLASS, 1 114° MIN EMBEDMENT AIR SPACE, U8° INTERIOR TEMPERED GLASS .z =.� GLAZING DETAIL 1 ,:, CONCRETE/ MASONRY INTERIOR JlJ l-1 J4° MAX SHIM CONCRETE/ MASONRY BY OTHERS nw TAPCON CATION ANCHOR A I ram A aa.ria. R%.• it OPTIC T TIO CONCRETE SUBSTRATE 4 1 J•:�BY 3Lrt Y `r 3118°ITWTAPCON FlarmP 1L INSTALLATION ANCHOR -�Ip 2°Mm.® �J %� • '; EDGE DISTANCE 1X WAD BUCK PERIMETER CAULK BY OTHERS BY OTHERS MUM- Na. EXTERIOR FINISH BY OTHERS ISOLATION MATERIAL BETWEEN WOOD BUCK & CONCRETE/ MASONRY BY OTHERS PP*0D=MW -+-MAX OA FRAME WIDTH D HOR�IZONnI irrs` IiI BEaCZo� ON CONCRETE/MASONRYSUBSTRATE t' ;fix 718° MIN. EDGE 2X WOOD FRAME BY OTHERS SHEATHING BY OTHERS EXTERIOR FINISH - BY OTHERS PERIMY O"LKI S12 WOOD SCREW INSTALLATION ANCHOR 1X WOOD BUCK BY OTHERS 7 1� MIN. 6aIHEDMENTr1 /4° MAX SHIM /�, H V INTERIOR EXTERIOR CST �'� SEE GLAZING DETAIL 1 ON SHEET 3 %F VERTICAL SECTION PAW MG STOP LWAUY.AnON WOOD FRAME SUBSTRATE MAX. OA FRAME 1. EXTERIOR PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS- ISOLATION MATERIAL BETWEEN WOOD BUCK & CONCRETE /MASONRY BY OTHERS 2 518' MIN. EDGE DISTANCE E TIC 23 INTERIOR 1X WOOD BUCK D DBY OTHERS 1/4' MAX SHIM 1 114° MIN. EMBEDMEN TEF 6 -3118' ITW TAPCON INSTALLATION ANCHOR [ssET ��TI v SUBSTRATE 1W MAX: 1 1/2° MIN. EMBEDMENT - 2X WOOD FRAME 1818 WOOD SCREW ALLATIDN ANCHOR 71W MIN. . EDGE DISTANCE I i__. - m o SHEATHING BY OTHERS 8 z a EXTERIOR FINISH a g BY OTHERS (4 PERMITER CAULK BY OTHERS MAX. OA FRAME WIDTH G HORIZONTAL SECTION P' S�fDP Aid.ATION WOOD FRAME SUBSTRATE GE U4° MAX. SHIM 114 1 1r4' MIN. EMBEDMENT CONCRETE/MASONRY x 8 BY OTHERS 4.3 2 t° rm>,mfanm�o.as i 3H8°ITWTAPCON �ntaPexaawsa z� INSTALLATION ANCHOR DCIERIOR FINISH BY OTHERS ISOLATION MATERIAL BETWEEN WOOD BUCK & CONCRETE! MASONRY BY OTHERS —.MAX OA FRAME WIDTH H HORRIZON pAL SECT oO,N CONQtB1B /MASONRY SUBSTRATE V :.,. •�� a ere° MIN. 1 EDGE DISTANCE 8 1X WOOD BUCK PERIMETER CAULK BY OTHERS 8 BY OTHERS I+MPtoduct DB$WR GA"LLC rase DCIERIOR FINISH BY OTHERS ISOLATION MATERIAL BETWEEN WOOD BUCK & CONCRETE! MASONRY BY OTHERS —.MAX OA FRAME WIDTH H HORRIZON pAL SECT oO,N CONQtB1B /MASONRY SUBSTRATE Q MAIN FRAME FRAME COVER Q POCKET INSERT 4 GLASS STOP 0.074" TYPICAL WALL THICKNESS 0.070" TYPICAL WALL THICKNESS 0.070° TYPICAL WALL THICKNESS O 0.070' TYPICAL WALL THICKNESS 4.170° —k� .2.7 .—t_ 0.� 1.031• 0.750" 1.400' �8 PARTING STOP A 1.500' SYM# PART# DESCRIPTION MATERIAL MANUFACTURER -1060 MAIN FRAME WHITE RIGID PVC DOMINION PLASTICS f3 2W IV-1070 FRAME COVER WHITE RIGID PVC DOMINION PLASTICS IV -1079 POCKET INSERT WHITE RIGID PVC DOMINION PLASTICS 4 IV-1103 GLASS STOP WHITE RIGID PVC DOMINION PLASTICS 5 IV- -1070 SIKA FLEX 552 SILICONE SACK BEDDING SILICONE SIKA 6 --- 71W O.A. INSULATING GLASS CONSISTING OF: 118" INTERIOR TEMPERED GLASS, AIR SPACE, 1/8' ANNEALED GLASS, 0.090' INTERLAYER BY DUPONT, 118' ANNEALED GLASS GLASS 7 — 1 112° X 314" PARTING STOP WOOD 8 -- #6 X 1 5/8' SCREW STEEL i ^�w,vva.,\ VGV 1 IVIY 0 W i1 pl F m Aga i 3 vrg'�m ftbsdJ.k= mo,P.6 Flaft PA N4OM UP-90:1-18F WA*PbqwAoom FBM0wl #AWwllmft Product Manufacturer Custom Window Systems Inc. Address /Phone/Emall 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext207 mlafevre@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Brian Tenace Address /Phone/Emali 1900 SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 Ext291 btenace @cws.cc Quality Assurance Representative 3eff Thompson Address /Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 Ext221 jompson@cws.cc Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Lucas A. Turner developed the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/01/2014 Validated By Steven M. Urich, PE W Validation Checkllst - Hardcopy Received Certificate of Independence FL11103 RI COI EvalReu CWS -292A (SGD -8900. X0.6068. PVB, MP Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440 -05 2005 ASTM E 1300 -04 2004 ASTM E1886 -02 2002 http : / /www.flori&building.org/pr /pr app_ dtl. aspx? param= wGEVXQwtDgtta.GsIp3GvutO... 3/21/2012 r or�ua 0"4#9. C.Ode unluie. Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ASTM E1996 -02 TAS 201/202/203 Method 1 Option D 12/12/2011 12/16/2011 12/21/2011 01/31/2012 .'Page 2 of2 2002 1994 Summary of Products FL* Model, Number or Name Description 11103.1 SGD -8900 SGD -8900 PVC, 2 Panel, 2 Track Sliding Glass Door, OX or XO, 6068. Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL11103 R1 II CWS -292A (SGD -8900 XO 6068_ pVB I Impact Resistant: Yes Verifed By: Lucas A. Turner 58201 Design Pressures +60 %60 Other: Large Missile Impact, Max. size 6068, DP = +/- Created by Independent Third Party: Yes Evaluation Reports 60 psf. FL11103 Ri AE DuPont PVB NOA 11 -0624 01 Ddf FL11103 Ri AE EvalReo CWS 292A (SGD 8900 Xo I EL 11 03 111 AE Mllkron NOA 11 -0830 09 Ddf Created by Independent Third Party: Yes 11103 ISGD-8900 PVC Sliding Glass SGD -8900 PVC Sliding Glass Door, 16080. Door. Limits of Use Installation instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL11103 Ri II CWS -298A (SGD -8900 OXXO 1608n . f Impact Resistant: Yes Verified By: Lucas A. Turner 58201 Design Pressure: +60 %60 Other: Large Missile, DP = +/- 60 psf, Max. panel size Created by Independent Third Party: Yes Evaluation Reports 4'x 8'. Conflg. include OXXO, OXO, OX, XO. FL11103 R1 AE DuPont SGP NnA 11 -0624 02 odf FL11103 RI AE EvalRen ru►c poste fSr•D 8900, 16080, I PA f FL11103 R1 AE Milvon NOA 11 -0830 09 odf Created by Independent Third Parry: Yes aack Neart Contact Us :; 1940 North Monroe Street. Tallahassee PL 32399 Phone: 850 - 487 -1824 The State of Florida is an AA/EEO employer. Comalaht 2007 -2010 State of Florida.:: PrIvacv Statement :: Accessib @tv Statement :: Refund Statem under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a pubilc- records request, do riot send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. V you have any questions regarding DBPWs ADA web accessibility, please contact our Web Master at webmastergdbor stste.fl.us Product Approval Accept IN FA IN ll TtosttR } rs�e :♦ http : / /www.floridabuilding.org/pr /pr app dtl. aspx? param= wGEVXQwtDgttaGsIp3GvutO... 3/21/2012 Product Description: Series 8900 PVC Sliding Glass Door, LM Impact, 4'x8' nominal panel size max. Manufacturer: ustom Window Systems, Inc. 1900 SW 40' Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above - listed product per the requirements of FAC Product Approval Rule Chapter 9N -3.005 (4), using 9N -3.005 Method 1 option (d). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -298A, signed and sealed by Lucas A. Turner, P.E. on 12/14/2011. 2) Test Reports NCTL-210- 3506 -1 and -lA, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. & Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440 -2005, and ASTM E 1886/1996 2002 Supplemental Calculations to support CWS -298A, signed and sealed by Lucas A. Turner, P.E. on 12/14/2011 Installation: Units must be installed according to approval document CWS -298A. May be used in up to 48 5/8" x 93" panel sizes (95 1/2" max. door height), with glass types and max. glass daylight sizes as shown in CWS -298A • thieves design pressures o + - ps • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont SentryGlas (formerly SentryGlas Plus or SGP) Interlayer per Miami - Dade N.O.A. #11-0624.02 • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A.# 11- 0830.09 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. e# •grotsa,•,�� Jn k q�Mn *5�•{►,dT *i�eay 12/14/11 t jr o t� Lucas A. Turner, P.E. S'�A�`� OF Ar A4 FL PE #58201 Lucas A: Tumer, P.E. 2011 -12 -14 18:58 -05:00 ��"' ;• t -t' 0 � 4* .. SLIDING GLASS DOOR (LARGE MISSILE IMPACT) P8&W WILD 0 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS -1 ANCHOR SCHEDULE & NOTESv.,_...2 OP CHART & GLAZING DETAIL---3 SECTION VIA EXTRUSIOINS & ILO .M . . 6 . INSTALLATION DETAIL R. 7-8 GLASS DLO 86 MI O\ HE u O 84711! GLASS DLO mo ES G R E'faA +/-60 -8510 MAX. OVERALL WIDTH- 48 PANEL WIDTH GLASS DLO °iii PAOPFIEVOYAt®CpONMENTp6 ]2}14/11 THE WOM ATONOO IMM IN TM ORAWNO0 THE BOLE PROPERIYOFCUBTOM WNDOW SYSTEMS. WMAWREPPAUZIM N PARTOR ABA WHOLEWMCWTIE WRrrrEN PEFUSSION OF CUffMMWDMW SY87EM NM W PAOFIt6M PVC IMPACT REOIAREMENT• I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION, INCLUDING HVHZ 2. GLAZING DETAIL- (SEE SHEET 3) & APPROVED CONFIGURATIONS:'OXXO', •OXO', "=,'OX' 4. DESIGN PRESSURES: - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E -1300. - POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E -1300. 6. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 7 - 8 FOR INSTALLATION DETAIL WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. (L PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY WELDED.: 8. REFERENCE TEST REPORTS: NCTL - 210.3608.1, 1A S. SERIES / MODEL DESIGNATION: SGD•8800. 10. lx OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNEBMI) ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR-PRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD,. 11. THE DESIGNATION X AND O STAND FOR THE FOLLOW INGZ3t OPERABLE SASH, O=FIXED SASH. 12. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS 13. EXTERNAL WEEP SLOT -1/4 x 1° LOCATED 4' FROM BOTHENDS. PER 2010 FBC 111/12120111 Sys i \;7AMWNID0WS &DOORS No 58241 Ly P 1800 SW 44TH AVE. z OCALA, FLORIDA 34474 STATE OR ? GENERAL NOTES & ELEVATION -LARGE MISSILE IMPA tv. �< O l pi. <`ar� 8900 • ADE QB /03/21 R SGD NTS ° ` CWS YOteNAIL. A IOFS THRU FRAME (MA80NRY OR WOOD) NOTES: 1. INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR LOCATIONS SAME AS HEAD 2. SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1H 6' IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 'Z-3h S' DIL ITW TAPCONS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MN. EMBEDMENT OF 1 1/4• INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 1 1/8' SHALL BE ACHIEVED IN ANY 'A DIRECTION. MINIMUM CENTER-TO-CENTER DISTANCE OF 2 7116' SHALL BE ACHIEVED BETWEEN ALL TAPCONS. FD(=D PANEL CLIP ANCHORS MUST BEAT LEAST 3' FROM INSTALLA S. #10 DIA. WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 13/6' INTO 2 BY WOOD BUCK OR FRAMING. A MINIMUM EDQE DISTANCE OF 7/8' SHALL BE ACHIEVED IN ANY DIRECTION. FD(ED PANEL CLIRANCHORS MUST BE AT LEAST T FROM INSTALLATION ANCHORS. 6 ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 7. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL LUCAS A TURNER, FL P.E. 66201 A UPDATED PER 2010 FBC 11/1712011 NOT BE USED N SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. ,��tf NE.%,�f, RIE Tr� r N&M=�WS;ADOORS M INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD MINIMUM SPECIFIC GRAVITY , �, q°'.r�Can g•• y�Q O'`' - OF Gm0.55 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 .� !�'i V. No PSI 511201 y�7i 1900 SW 44TH AVE C. MASONRY - STRENGTH CONFORMANCE TO ASTM 0-60, GRADE N, TYPE 1 (OR GREATER). C y� a OCALA, FLORIDA 34474 & S6AUNG AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT * i9 $TATS pW:Z +, p 4,� OP r ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT FkWAAN OFD E FOLLOWING FMA/AAMA 1 FIN WINDOWS), FMAlAAMA WINDO WG REFERENCEDOCUMENTS: WINDOWS), Tt e a 'r�taOMAOM MMSOM�wurca re ppoa pny °4�t��y,�"w� 0 , 0 +'q�d• 8900 ADE 06/03!2008 SGD NTS 'CWS298 FMAMIDMA2130( BOXWWDOWby, FMA /AAMA/IMDMA300(EXTERIORDOORS). �"a^a� n� 4� HA� t�� A 20F6 V OVERALL 3/19' TEMPERED 3/9' AIRSPACE 7n8' LAMINATED GLASS S/18' ANNEALED GLASS 090 SENTRY GLASS IONOM AST 04TERLAYER 3M 6' ANNEALED GLASS 13J18' GLASS TYPE A` PROPStTAHYANDCM6WENUAL 1iq4ll1 TFM WOMAATM OMTAMED MTM DEAWMS M THE SOLE PROPMUYOPCllU= WMDOW SCZ.ANYREPROd1CiS7NMPARTgi ASA WfWLE WIIHOUTTNS WRiREN OPOt$IDMWMDOW BYSTEp18, M0.W SILL RISER MAX. POSITIVE OP OPTIONS (PSF.) NO SILL RISER so* 1737 SILL RISER SO * INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE WATER INFILTRATION RESISTANCE IS hM REOLIIRED. SECTION VIEW B&B SILL RISER MAX POSITIVE DP OPTION (PSM NO SILL RISER 60 * 1737 SILL RISER BO * =TALLATION WITH NO SILL RISER ALLOWED ONLY WHERE WATER INFILTRATION RESISTANCE IS NOr REQUIRED. MMMARVANDCOMMMOM 14/11 THE WFOAMATM CONTAMM UITHA<DiRAWM M THHSOLE P(t0PERIY0FCUff= WNDOW 848 BM IHO. MY RE TIgJ PI PANTOR ASAWHOLE WRHMTTHE WWMPEWSSIONOFMXMWMMSrs BOMMISPte. PER 2010 FBC v a _V, b MMMS &DOORS No 55201 ty'A 1800 SW 44TH AVE. * a Ip : OGALA, FLORIDA 34474 `a' SECTION VIEWS, C R V0 SOD NTS 11/12120111 40F8 Ll ITEMS NOT SHOWN FOR CLARITY: 10,28-32 PROMMUTARI ANOCO6IDE RAL 12!!4111 THE SJFM ATE MWAW» lNnM MAWWO tS TM SOLE PROPERIYOFCt WCU WINDOW 8YSI9i6, TION W PAiiTORABA WHOLE WRHOUTTHE WRIITEN PIANIBSOPIOF CUMM WdICWN BY8'IEMB, Ste. W P ITED. SILL RISER MAX POSITIVE DPI OPTIONS Ulm NO SILL RISER 60' 1737 SILL RISER 60 • INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE WATER INFILTRATION RESISTANCE IS NCFr REQUIRED. „`-J��r■ ■`ice mo 16/1 ALUM.REINFORCEMENT -1581 7,18' 30 11 PVC GLAZING BEAD - 6037 17/6" 1719' "° - 11117 • 4 '1 5 2 13118' 8' 38118" 38n8' 050 100 6 tw 39nw ALUM. HIGHRISE -1 u I PVC PANEL INTERLOCK - 6034 PVC PANEL LOCKSTILE - 6032 PVC PANEL INTERLOCK - 6033 21/8' 1516" .050 a 13nG r 112*1 ROLLER TRACK -1655 d ALUM INTER REINF -1769 A75 33n6" Sf8 1 LOCK en6• FRAME CONSTRUCTION 1 I 1 FRAME CORNERS SCREWED TOGETHER VENT CONSTRUCTION 1 I 1 1 VENTS FULLY WELDED j� 1618' a. 1!tns” FIXED PANJELSUPPORT -1722 ALUM. REINFORCEMENT-15M PVC SCREEN TRACK - 6041 2 t tne- T 314' z I-- -+—s�' tne• PVC INTERLOCK SNAP- 6035 tir rt I f I �tJC T� �2 tntr , We - -- r -2 2 SILL THRESH COVER -1784 /ir PVC SCREEN ADAPTOR - 6045 .too PVC TRACK FILLER - 6040 PVC WELD SUPPORT - 6046 4 �" 25V LUCAs A. T uRNER. FL P.E. 5m1 A UPDATED PER 2010 FBC 1 111 2/201 1 31n8" a� 11fr 7f8" tns" ALUM. FD(ED PNL COVER -1618 ALUM. REINFORCEMENT -1726 ALUM. FIXED PNL CUP -1597 ONS PVC SCREEN CHANNEL -8044 T^WAM 12114!11 THE WFOM ATM COHTAM INTN18 DRAWM W THE SOLE PROPERTYOFODUM WWDOW SYSTBI%MANY REPROOLCTM W PARTOA ABA WHOLE WHOM 11-E WNTMN POW WON OF MXM WW W SYSTEMS, W- W PROH.IBIM No 58201 i A lt 1800 SW 44TH AVE. A: 3 * €*.. OCALA, FLORIDA 34474 STATE OF?u EXTRUTIONS & BOI am ADE ri- o6/o3J20081 12 6OF8 SEALANT BETWEEN BUCK AND OPENING BY OTHERS 2 BY WOOD BUCK BY OTHERS [A] CONCRETEWASONRY BYOTHERS. •_• \tom . EXTERIOR SHEATHING ! BY OTHERS . EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY INSTALLER 13V MIN. EMBEDMENT PIRU FDCED PANEL CLIP) 7� MN EDGE DIST� roI 2 BY WOOD BUCK BY OTHERS 1A1 EXTERIOR FINISH BY OTHERS ZZ MW EDGE DIST PI 1= MIN EMBEDMENT ID] Z1/4' MAX SHIM IS) INSTALLATION ANCHOR S10 WOOD SCREW W/ N ID] INSTALLATION ANCHOR, 3!1'8' DUl MASONRY ANCHOR W/WASHER 101 SEALANT UNDER SCREW' HEAD BY INSTALLER PERIMETER SEALANT BY OV4. TAU�ERIDO�T :'� �i a =��' i V, lice' MN. was 01sT. ICJ eVF_RTICALSECTION 8 D MAX SHIM HIGHRISE SILL BEAD OF SEALANT BETWEEN BH`I/0 STALLER LLANDFRAME �:i1L�aIt7' rD"'\HORIZONTALSEMON v.., 1. INSTALLATIONS / ANCHOR DETAIL ALSO APPLIES 70'0X0.3 PANEL CONFIGURATIONS • l im & °OX', -)V 2 PANEL CONFIGURATIONS. MIN. 0.0 X� PROPOWARVAND COPQIDHflfAI. 17/14111 THE INFORMATION 00WADM INTHIB DRAWIM W THE BOTH PROPERTY OFCLWM WINDOW BYBTBMB. NID.ANYREWTKMJ W PAR!(mi ABA WHUE Wmtdrt THH WRRTEN PERA) ATOM WItmOW BYBTEGGB, INfI q PROHIBRED. No 50M STATE OF 1 I UPDATED PER 2010 FE &Wrom WDffOWS & DOORS 800 SW 44TH AVE. ICALA,FLORIDA 34474 MIN. EMBEDMENT IU FD(ED PANEL CUP) MIN EMBEDMENT MN EDGE DIST BUCK [A] REFERENCE NOTES: [A] SEE NOTE 10, SHIT 1 [B] SEE NOTE 2&3, SHT 2 [C) SEE NOTE 4, SHT 2 N] SEE NOTE 5, SHT 2 111/1220111 NTS -- CWS -288 A 8 OF8 11/8! MIN EDGE ICI wrERIOR F BY OTHERS SEALANT UNDER SCRE HEAD BY INSTALLER PERIMETER SEALANT BY WSTALLERIDO NOT COVER WEEP HOLES 1J= MIN EDGE ICI I 1/4• MIN EMBEDMENT —124: MIN EMBEDMENT (THRU FD(ED PANEL CUB jam- 1(1841' MAX SHIM iC11 0• MIN EMBEDMENT I INSTAL ICl ICI CONCRETE@AA30NRY y NO 2 7 /1B'M1N CNTR TO ONTR DIST IC] BY OTHERS ► 27/18' a MIN EDGE DIST MIN CNTR TO CNTR �^ DIST [C] BY INSTALLER C t a MIN EDGE DIST BY OTHERS ICI 1 BY WOOD BUCK PERIMETER SEALANT BY INSTALLER BY OTHERS IAt AND OPENING MIN CNTR TO CNTR DIST IC) 1-U4• MIN EMBEDMENT ! ! ICI 1 BY WOOD BUCK BY OTHERS (A] L1/4' MAX SHIM W/ EXTERIOR /_\HORIZONTAL SECTION (MASONRY) - HIGHRISE SILL -BEAD OF SEALANT BETWEEN HIGHRISE SILL AND FRAME - INS7ER ON ANCHOR, 3/18ASONRY ANCHOR W/ WA CONCRETEIMASONRY 1. INSTALLATION /ANCHOR DETAILS ALSO BY OTHERS APPLIES TO'OXO' 3 PANEL CONFIGURATIONS &'OX','XO' 2 PANEL CONFIGURATIONS. _ MIN EMBEDMENT y PROPOWARYAND !{IAI. 12/14/11 TM WCWMTWN=4TAKW INTHISDRAWING ISTHE SDLE MINER OFOISM WSS]DVV WRITi'Hd BMOANCY IRT B pT&A PWHOUTTHE 8 1/4' MAX SHIN —124: MIN EMBEDMENT IS! (THRU FD® PANEL CUP) I INSTALLATION ANCHOR, MASONRY 11 /4•MIN EMBEDMENT WASHER ICI y NO 2 7 /1B'M1N CNTR TO ONTR DIST IC] ► a MIN EDGE DIST PERIMETER SEALANT BY INSTALLER OONCRETEWASONRY BY OTHERS EXTERIOR FlNISH BYOTHERS SEALANT BETWEEN BUCK AND OPENING 1 BY WOOD BUCK BY OTHERS BY OTHERS IAI REFERENCE NOTES: [A] SEE NOTE 10, SHT 1 [B] SEE NOTE 2&3, SHT 2 [C] SEE NOTE 4, SHT 2 [D] SEE NOTE b, SHT 2 a MIAMI• MIAM"ADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175.2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (�OA� www.miami a v/ 'r 8501 NW 90 Street Medlev, FL 33166 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 PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AWJ 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 AM (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 fans to perform in the accepted manner, the manufacturer will incur the expense of such testing and the may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA 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 Cod W& Velocity Hurricane Zone. DESCRIPTION: Extruded Alumtimm Tube Mullion w/ and Wo Steel Reinforcement — L.M.L APPROVAL DOCUMENT: Drawing No. LAW --ML -1001, titled "Aluminum u e• o eets through 10 of 10, dated 04/27/10 with revision A dated 01/25 /12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Nomi -Dade Cotmty Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MrssME 110P Large and Small Missile Impact LABELING:. Each unit shall bear a permane Labe wt u s name or logo, city, state, modellseries, and following statement: "Miami-Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause far 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. V 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 0 10- 0610.02 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. sa cout+rrr NOA No. 12- 0127.07 • • Expiration Date: May 30, 2027 Approval Date: March 29, 2012 _I Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. LAW-ML -1001, titled "Aluminum Tube Mullions" Sheets 1 through 10 of 10, dated 04/27/10 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS I . 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 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. RETI -02 -1714, dated 8/27/02, signed and sealed by Rafael E. Droz -Sella, F.E. (Submitted underNOA# 03- 0225.07) 2. Test reports 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" span aluminum tube mullions with C4 x 4.5 steed 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. (Suiimitled underNOA# 03 0225.07) 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 09/16102, tested per ASTM E8, signed and sealed by Rafael E. Droz -Seda, P.E. (Sikhmilted underNOA# 03- 0225.07) 4. 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" span mullion and a 45" high fixed window on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT1,1383, dated 2/13/96, signed and sealed by Gilbert Diamond, P.E. (Submitted underNOA# 02- 0501.05) 5. Test reports 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 an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1718, dated 8/27/02, signed and sealed by Rafael E. Druz -Seda, P.E. (Submitted under NOA# 03- 0225.06) Manse Pe Product Control Rxa NOA No. 12 -0127 v Expiration Date: May 30, 2017 Approval Date: March 29, 2012 E -1 .:-i Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (Comu -m D) 6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc.; Test Report No. HETI- 024717, dated 8/27/02, signed and sealed by Rafael E. Droz -Seda, P.E. (Slibmifted under NOA# 03- 4225.06) 7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 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 1/31 /96, signed and sealed by Gilbert Diamond, P.E. (SubmUted underNOA# 03- 0225.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -20101 dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J. Sotos, P.E. 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS I. Statement letter of conformance, complying with FBC 2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated May 20, 2010, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 10-0610.02, issued to Lawson Industries, Ina. for their Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement -- L.M.I., approved on 10/06/10 and expiring on 05/30/12. Mann P.R. Product-Control NOA No 12-x127.07 Expiration Date: May$; 207 Approval Dater Mareh'29, 2012 E -2 ANCHOR /CLIP VERTICAL GLAZING GLAZING PRODUCT �t ANCHOR /CUP HORIZONTAL MULLION PRODUCT PRODUCT VERTICAL VERTICAL °I'4 I MULLION MULLION ANCHOR/CLIFLI S LOADS M THE STRUCTURE. & ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETARS, ANCHORS rA GLAZING GLAZING GLAZING PRODUCT PRODUCT PRODUCT ARE NOT PART OF THIS APPROVAL. y '{ ANCHOR/CU •. f. o � W1 W2 W3 MULLION SPAN WIDTH (W) = Wt + W2 + W3 2 ANCHOR /CLIP + N 3 n j ANCHOR /CLIP ANCHOR /CLIP Iti "_1409 GLAZING PRODUCT f- HORIZONTAL MULLION - GLAZING PRODUCT VERTICAL x ►0y GLAZING MULLION FLORIDA BLDG. CODE REQUIREMENTS LE: WIND LOAD. WATER tlVFlLTRATIOK FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. 3. MULLIONS o Pi PRODUCT PRODUCT GLAZING PRODUCT GLAZING PRODUCT °I'4 I 4. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER ANCHOR/CLIFLI S LOADS M THE STRUCTURE. & ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETARS, ANCHORS + N 3 n j ANCHOR /CLIP ANCHOR /CLIP Iti "_1409 GLAZING PRODUCT f- HORIZONTAL MULLION - GLAZING PRODUCT _ x ►0y GLAZING GLAZING FLORIDA BLDG. CODE REQUIREMENTS LE: WIND LOAD. WATER tlVFlLTRATIOK FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. 3. MULLIONS o Pi PRODUCT PRODUCT ARE APPI W FOR IMPACT AND NON- OIPACT APPUCATI INCLUDING WINDOWS. DOORS OR COMBINATIONS MAY BE MULLED. ti VERTICAL I 4. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER MULLION S LOADS M THE STRUCTURE. & ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETARS, ANCHORS rA ANCHOR /CUP EMBOUDIT TO BASE MATERIAL SHAD. BE BEYOND WALL DRESSING OR STUCCO. Wt W2 W1 W2 W MULLION SPAN WIDTH (W) = W7 2 W2 WIDTH (W) = WT 2 W2 TYPICAL MULLION ARRANGEMENTS N n 0 + N 3 0 MULLION THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI -DARE COUNTY APPROVED IMPACT AND NON - IMPACT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY AS n I. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THEN„ REQUIREMENTS OF THE FLORIDA B!"NO CODE 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE 20NE (H4H2T. _ x ►0y AMU PRODUCTS USED WITH THESE MULLIONS MUST MEET' THE APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS LE: WIND LOAD. WATER tlVFlLTRATIOK FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. 3. MULLIONS o Pi v ARE APPI W FOR IMPACT AND NON- OIPACT APPUCATI INCLUDING WINDOWS. DOORS OR COMBINATIONS MAY BE MULLED. ti I 4. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER rA S LOADS M THE STRUCTURE. & ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETARS, ANCHORS rA EMBOUDIT TO BASE MATERIAL SHAD. BE BEYOND WALL DRESSING OR STUCCO. B. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE OEIAU$ w ARE NOT PART OF THIS APPROVAL. y '{ 7. A LOAD DURATION OtCRFASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ; i5: WOOD ANCHORS ONLY. _ •. f. o � , & MATERIALS INCwom BUT NOT LwrED TO STEEL oR METAL SCREWS; „` THAT COME INTO CONTACT WITH OTHER 09ISMILAR MATERIALS SHALL MEET �•. THE RMITRIDAMIS OF THE 2010 FLORIDA BLDG. CODE- SECTION 2003.8.4. MULLION ION & CLIP NOTES: I. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET 2 OF 10 FOR DETAILS AND NOTES. • REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET 4 OF 10 FOR DETAILS AND NOTES. • REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS a 3. FOR CUP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 8, 7, 8. & 8 OF 10 FOR DETAILS AND NOTES. • REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS iT 2X MULLION CLIP 6063 -T6 17L ML1! LION CLIP 600-T8 i" s MK (iii)eo83-1e 2 X 4 STD, TURF MULUO 2 X 6 .STD. TUBE STA1 om TLISU ALLOT - 8083- ..AAZPiG PFA=? l' :�► y i iy .s CLIP LENGTH MULL "L" 1 X 2 LGBEr 1 X 3 2.688• I X 4 3.688' 2 X 4 34M 2 X 6 5.688• 2X6 ii STD. TUBE MULLION 6483-16 bw 8.210 In! SIOS 2.700 ins 1x3 CUSTOM MULON ,rte 1063 -T8 sae bm 1.000 b3-° aoo0 78 FRAME Sxx: 0.633 0 (FIN FRAME) (FLANGE FRAME) 1 X 4 CLTOM MULLION 6063 -T6 boa 2.070 fit Sxx: 1.035 ins (FLANGE FRA-) ALL 2X6 ii STD. TUBE MULLION 6483-16 bw 8.210 In! SIOS 2.700 ins 1x3 CUSTOM MULON 1 x 3 CUSTOM 1063 -T8 MULLION 6093 -78 bm 1.000 b3-° bm 0.950 irn. S= 0.667 b>? Sxx: 0.633 0 (FIN FRAME) (FLANGE FRAME) 1 X 2 CUSTOM MULLION ION 8083 -18 bar: 0.370 h4 Sxx: 0.370 ins (FIN FRAME) L.DOo 3A00 1X3 S?D. TUBE M tON 8063 -T8 Ixx: 0.950 tn! Sxx: O.833'R14 ZdZ 4 � t7 IL 436 WR 1 x 2 CUSTOM YLn LI ON 8083-78 . baa 0.330 itL Sxx: O.330 In! (FLANGE FRAME) Llul 1X2 6083 -T8 Ixx: 0.330 In4 W!,p33O' hi RECTANGULAR ALUMINUM TLYI IS I�`S�� INSTRUCTIONS: _ _USING MULLION PROPERTIES ONLY USE duRr3 AND GRAPHS AS FOLLOBS THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT is,- STEP 1 oETERim6i 6E"�N ►AOaARkv FoR PAarIC1uAR 6PENwa AND CAN BE USED WITH ALL LAWSON'S MWMI -= ��y APPWM GAM Paauxl6 MEEmoe ABOME LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. W �+ O APPRW4V_ NOTES 008q3- STEP 3 TO wum AS PER Pty 4 STEP SPECOV MAMW SNOT SFACM 1. REFER JO THE GENERAL NOTES ON SHEET LI CHARTS ON SHEET 3 OF 10 SWW MWIM SM 1 10F 10 FOR MWING CODE COMPLIANCE. LIPS AND ANGLES ARE TO FR STEP 3 mm OEMN wim MORE THAN OEM LOAD SPEdT1E0 10 TLS MULLION& IN STEP 1 �A . . ��" 2- MULLIONS MAY BE ORIENTED VERTICALLY OR ANGLES ARE NOT FR SNUG oaOro AXMM-' CN q a inrcY'Y AliD 'L;! 8 HORIZONTALLY. E MULLIONS, SEE OPTIONAL SiEPO ON SHmr 9, SO EO1 ASR "n mmilNx Ramw' 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION DETAIL AT SHEET 9 OF 10. MORE THAN THE OF9lR1 LOA03 SAECOIED IN STEP 1 ASOVE ARRANGEMENTS OR STACK CONFIGURATIONS. oll -law 4XV 41 Do 1 X 4 STD. L WON 2 x 4 800-16 kx. 2.070 In` STD, TWE MLn tON Sxx: 1.035 Ud 6063 -16 h 2.980 ir4 Slot 1.490 ins 1 X 2 CUSTOM MULLION ION 8083 -18 bar: 0.370 h4 Sxx: 0.370 ins (FIN FRAME) L.DOo 3A00 1X3 S?D. TUBE M tON 8063 -T8 Ixx: 0.950 tn! Sxx: O.833'R14 ZdZ 4 � t7 IL 436 WR 1 x 2 CUSTOM YLn LI ON 8083-78 . baa 0.330 itL Sxx: O.330 In! (FLANGE FRAME) Llul 1X2 6083 -T8 Ixx: 0.330 In4 W!,p33O' hi RECTANGULAR ALUMINUM TLYI IS I�`S�� INSTRUCTIONS: _ _USING MULLION PROPERTIES ONLY USE duRr3 AND GRAPHS AS FOLLOBS THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT is,- STEP 1 oETERim6i 6E"�N ►AOaARkv FoR PAarIC1uAR 6PENwa AND CAN BE USED WITH ALL LAWSON'S MWMI -= ��y APPWM GAM Paauxl6 MEEmoe ABOME LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. W �+ O APPRW4V_ NOTES 008q3- STEP 3 TO wum AS PER Pty 4 STEP SPECOV MAMW SNOT SFACM 1. REFER JO THE GENERAL NOTES ON SHEET LI CHARTS ON SHEET 3 OF 10 SWW MWIM SM 1 10F 10 FOR MWING CODE COMPLIANCE. LIPS AND ANGLES ARE TO FR STEP 3 mm OEMN wim MORE THAN OEM LOAD SPEdT1E0 10 TLS MULLION& IN STEP 1 �A . . ��" 2- MULLIONS MAY BE ORIENTED VERTICALLY OR ANGLES ARE NOT FR SNUG oaOro AXMM-' CN q a inrcY'Y AliD 'L;! 8 HORIZONTALLY. E MULLIONS, SEE OPTIONAL SiEPO ON SHmr 9, SO EO1 ASR "n mmilNx Ramw' 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION DETAIL AT SHEET 9 OF 10. MORE THAN THE OF9lR1 LOA03 SAECOIED IN STEP 1 ASOVE ARRANGEMENTS OR STACK CONFIGURATIONS. 2X MULLION CLIP 6063 -T8 . Ap I/ I� �I 2 X 6 >Tp TUBI MlJJ.lLQB! STANDARD TUM AR TVP. WALL a .128' ALL ALLOY a 6063 -T6 .Areal / .A208i PROWCT !T— SEE %%DOW OR DDOR APPROVAL FOR FASIENERS SAS AND SPA1MiO CLIP LENGTH mu IV I x a LAM, I X-3 2488' 1 X 4 3.688' 2 X 4 3488' 2 X 6 S4BB' 1. ALL CLIPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG 6963 -T6 INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. .16s 1.ODD a6a � ala 1as a6a A .tee ,� •196 308 11X 4 1 X 4 Lea 1X3 6083-T6 CUSTOM MuutON 8683 -T8 I= 09 ire Im 4.709 0 INN: 2.168 K 2 3g5 163 S= 2 355 ink Sxx: 1.4450 . FRAMES (FLANGE FRAME) O.M L006 la 6061 -i8 z bDa19 ado F .115 L>3a n Su: 3.825 9 B P.688 .3AW THESE MULLION ARE RATED FOR LARGE MI LE IMPACT AND CAN BE USED WITH ALL LAWSON'S M t MAZOO PRODUCTS MEEW Aeon LOAD COUNTY APPROVED IMPACT AND NON - IMPACT PRODUCTS. NOTES, TO MuLUDN AS PER PRODUCT APPROWL IVEM ewxmm swu 1. REFER TO THE GENERAL NOTES ON SHEET W 6 1 M OEM Lao SPEOM L UL L d rR) S 9 Awo ANOHOR *qURIS Ian 8 mr 9. cam 'Laos 3 ULIJON e TON THE o IN SIM ADM g_ 0 � 1 X 3 570. TUBE MULLION wee 91 i 8083 -T8 i X 3 CUSTOM MULLION 8063 -T8 1 F Ixx: 2.168 in4 Da: 8 ink Sxx: 1.445 be 1.479 irw � 0 (FIN FRAME) ., (Z) xfi 2x4 STD. TUBE MULLION 6061 -i8 bDa19 166: 7.649 TD`. Sxx 549 h, Su: 3.825 9 RECTANGULAR USING MULLION PEff &UQA- !K--M AND 8RAWS AS FOLLOWS. U7MM= ofzI LOAD WAURED FOR PAmMULAR THESE MULLION ARE RATED FOR LARGE MI LE IMPACT AND CAN BE USED WITH ALL LAWSON'S M t MAZOO PRODUCTS MEEW Aeon LOAD COUNTY APPROVED IMPACT AND NON - IMPACT PRODUCTS. NOTES, TO MuLUDN AS PER PRODUCT APPROWL IVEM ewxmm swu 1. REFER TO THE GENERAL NOTES ON SHEET W 6 1 M OEM Lao SPEOM 1 OF 10 FOR BUILDING CODE COMPLIANCE. W STEP.% = "Laval AtreNq>i' Wki 6 im z MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. rR) S 9 Awo ANOHOR *qURIS Ian 8 mr 9. cam 'Laos 3 ULIJON e TON THE o IN SIM ADM ARRANGEMENTS OR STACK CONFIGURATIONS. s® 38- 31r 60.8/8" 67" 83" 74114" 84" 108" 1 90.3 49.2 i24_4 RO1ffi�1fA1. 10A M .PROD= `st PROD= CLAM CLAM PROM= MULUON MM TYPICAL ION ARRANGEMENTS 3 MOM VO BE ONCRMW DIM RECIAPI W S 4K m NS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) WIDTH (W) 2 128" 132" 144" 160" � �•1111:�1 =MIME �a �a �a z � z � � w O �k a 1 1/4- WE I I- I I 1 1/4` MR $ /I8' TAPOONS -t/2' Imp PENEtPoLTION E D IT. To 8/+e TAVows MIN. EDGE DIST. 2 -311W CONCRETE OR -- —tt + I t 1 $ /I8' TAPOONS -t/2' Imp PENEtPoLTION I I MIN 8/+e TAVows MIN. EDGE DIST. 2 -311W CONCRETE OR -- $ a m 2 PER CLIP 1 ON EACH Waxi ( ) 1 -1/2' 1qq, W000 PBtRIRMME t PER ANGLE 4" OLLOW ICK " I 1 •r 1' , M z f r + + ALL CUPS AND ANGLES TO FIT SNUG 2 ANCHORS THRU 1 X BUCK i ° 1 I 8 /18" 1 _ sa4' M L EMA TaPCO � 1 -s /4• MRL �8 /Mt8O " WTN9+CDONxRY s iE p INTO TUBE MULLIONS . e o • ANCHORS TYPE 'B' •� o , vats 7APCONS MAY BE HEX OR FLAT HEAD. 3/4° Jft L ( 2 PER anIGI.E q ANCHORS TYPE 'A' 2 ANCHORS INTO WOOD 24 18r - -� -___ ti Btxyt 1x FLOATING CL8+ � I ALW, x 1 8/18' TAM= 1 LmJ 8/18' TAPOW N .• . I .o . -t/a' tlf000 PENETRATOR 1 -1/2• MOL WDDO PFNETMM 1 i a PER CLIP (2 ON ETCH �E M 2 PER ANGLE t I O Of O • �+ 1� 11X A L —' RLQATixt CIA i 'i1! 1 axax�t[8' ALUY AL 2 7/1 MIN._ 11 I I s WOOD 22 BY I I I I 11 1 1 + I - . -__ -- -_ -- BY am -� 1i tx PLOAM p7P I I 11 I! ax2xt/�` AM MO,i ''. 6 a :R t t I I _ Bi+B` tAPC 1 -1/2 tRN' ANCHORS TYPE '0' (INTO BLOCKS " ANCHORS TYPE 'G' (INTO CONCRETE) LV ALL CLIPS AND ANGLES TO FIT. SNUG INTO TIME IAULLIbNS. 4 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK a. Z .92 t TAPCONS MAY BE HEX OR FLAT HEAD. 1 `x4' & 2"W MULL =.. :•,� • t� 1 FX2 MW. EDGE'DIST. }� 2 -3/16" CONCRETE os 2 BY 1 1 11 4` HOLLOW 1 -3/4' 10�L DOW /WTO WSWW 2 PER CLIP (t ON EACH � TAPOONS I -3/4' MML EItBED Wo IMSOa1R1' U PER ANGLE ' ..5� u 8000 BUCK I I MIN AMI t 1 ANCHORS TYPE 'C' (INTO BLOCK) $ a i i ' w �'. :'1 '• M " I 1 •r 1' , M z f r + + ALL CUPS AND ANGLES TO FIT SNUG 2 ANCHORS THRU 1 X BUCK i ° 1 I a: INTO CONCRETE OR BLOCK a�fl0,.r''" "f'•� A� iE INTO TUBE MULLIONS . e o • ANCHORS TYPE 'B' •� o , vats 7APCONS MAY BE HEX OR FLAT HEAD. L d I ANCHORS TYPE 'A' 2 ANCHORS INTO WOOD 18r - -� -___ ti Btxyt 1x FLOATING CL8+ � I ALW, x 1 8/18' TAM= 1 LmJ 8/18' TAPOW N I -t/a' tlf000 PENETRATOR 1 -1/2• MOL WDDO PFNETMM 1 i a PER CLIP (2 ON ETCH �E M 2 PER ANGLE t I t 1 ANCHORS TYPE 'C' (INTO BLOCK) $ a ' ;'',.`•;L; ' '� +'.' �: ANCHORS TYPE 'F' (INTO CONCRETE •: " a' •: 2 ANCHORS THRU 1 X BUCK % 4t Nsh d 1 I I INTO CONCRETE OR BLOCK a�fl0,.r''" "f'•� A� BY IL •1 FtOATtlG) CtN ;' 2 x x 1 a Wow B UCK PROD=r4VYIM � COxIJ1i1R$IIOgI ANCHORS TYPE 'B' - - -- i- - -- - --; Y } •• vats d _ 4 ANCHORS INTO WOOD MIN. EDGE DIST. 511i• WCONS It, 16" CONCRETE OR 1-3/4• 1031. MID 3-3/4 - - '7 . HOLLOW SILO 4 TOTAL (2 ON EACH Wm) MIN. 2 -71146-1 ANCL ARE MULL 1-3/4• IS or W 2 X 2 . �U r CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI - RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER -WHITE METRACRUTE LACQUER. MIN. EDGE DIST. 2-3/1$" CONCRETE OR 4* HOLLOW ROCK - - bUJY{ 'L UK b-6 § WAll-K CUP LENGTH w" IV I x a is• I X 3 asw I X 4 USS• 2 X 4 3,688• L2 x 5 5,68' 1. ALL CLIPS AND ANGLES ARE TO FIT orMIONS MALESAMNOT FIT SNUG OTUBE MULLIONS, SEE OPTIONAL ANCHOR DETAL AT SHEET 9 OF 10. 14 &U-& owmml [TUw '97 012 FA 2 I/w V!I xw mo BE oorm rm m Mum VSKI.Alm . 'A= J &FIW ASSEMBLY ACM 1" 0• 1-3/4: X r X ifir (F* 3,14 r X Ilir FOR wr TO RT SNW ANCHORS TYPE 'I UM 70 MM C0NNECWN USE CKVM MR ANCHOR TYPE 'r 70 VEINY CAPACITY OF CONNM7= MOM=fl 0 com*he bouftcad &L CUPS AND ANGLES TO FIT SNUG Aaotmw) NS MAYBE HEX QR FIAT HEAD. L Y.- I 0 0 In '" 7 ba- S, MIN. EDGE DIST. I 2- lall CONCRETE OR HOLLOW BL K Ii MR EDGE DW. WO MASONRY 2-Y 6" CONCRETE OR i -3/4' M81. EMfiED 2 M F, 14P 5/10- upcous 4 upc 26 �CK $/I$- oms 5/10- W k CONS 4p 1-3/0 MOL EYBEO DVO MASONRY ft 1-3/4- M EMBED IMO MASONRY 1-3/4. Y@4 EMBED MASONRY ttm MASON N. 1 PER AMOLE 3/4" 4 PER CUP Lom wasp 2 PER 4 W VI ATM CLIP on I I 11 i BLOCK CONCRM OR I[ OR 1 1 2 X 2 t CEMENr BLOCK 11 M= I I ALUM 1 1 j12 AgOr CLIP L FLOAM CLIP j I MIN. L4 3 1/4-N WJLL•1 ANCHORS TYPE 'C' (INM BLOCK) ANCHORS TYPE 'F' (INTO CONCRETE) 2 ANCHORS INTO CQNCRETE OR CEMENT BLOCK AVERMTE t:AN0M LOCATOW I 777-7t 8 /18' TAPCDIOS 3/4 MK DOW 01TO MASONRY 2 PER CLIP (I ON EACH W9q ANCHORS TYPE V (INTO BLOCK) ANCHORS TYPE 'G' (INTO CONCRETE 4 ANCHDRS INTO CONCRETE OR CEMENT BLOCK 1 *x4" & 2"x4" MULL CONCRM OR cawff W.Ow Al 5/10- TA om r =:% pCC=M= I k 11. Lt 11 1 - I I - :1I AM CUPS AND ANGLES TO FIT SNUG WTI) TUIX M=M& f WCONS MAY BE HEX OR FLAT HEW. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WCONS ZM;a=NGP' SVq4 AS VWWNDUS. PAINT OR 1 -3/4' r MIN. owo V MASONRY TER-W= U. I M AN= m 0 of 0 bUN. EDGE DIST. MN. EDGE DIST. VIV CONCRETE OR 2 -3/18° CONCRETE OR �• � i.; 1 4; •I s /1e' TAPCOm 1 -3 1,r ►s awm mm as rr 4 PER CLIP (2 ON EACH wxo CLIP LENGTH MUI L 2 X 4 3.688' E X 6 5AW CLIP LENGTH MULL 2 X 4 3.688• E X 6 5.688' 5/18' TAPCONS 1 -3/4' WK EMBED DM KAMM 4 PER CUP (2 ON EACH VMM s 11/16° I ALL CUPS AND ANGLES TO FIT S ANCHORS TYPE 'E' (INTO BLOCK) mrro ruaE 1° ANCHORS TYPE 'H' ONTO CONCRETE) wm ANCHORS TYPE 'E' (INTO BLOCK) TAPCONS MAY BE HEX OR RAT HEAD. INTO CONCRETE Oft BLOCK a ANCHORS THRU Tx BUCK ANCHORS TYPE 'H' (INTO CONCRETE) CUPS OR ANGLES CONNECTED DIRECTLY TO MMNRY TO BE PROTECTED 2W MULL SHOWN ANCHORS MTO CONCRETE or BLOCK WITH ALKALI - RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR 2"X8" MULL SHOWN I WATER -WHITE MERIIV a ATE LACQUER. I as a qp� � o m 7 e e = O 1 w z i i ?rid. W M! ! i z z° u "' 8/18" TAPCOA6 1 -3/4- MIK EYBEO mm VASMM 4 PER CUP (2 ON EACH MM) I 13/4' RAIN. ,• ~= 7X8 VIAL :� , ' ✓_ 1 IL s 11/16° I ALL CUPS AND ANGLES TO FIT S ANCHORS TYPE 'E' (INTO BLOCK) mrro ruaE 1° ANCHORS TYPE 'H' ONTO CONCRETE) wm ANCHORS TYPE 'E' (INTO BLOCK) TAPCONS MAY BE HEX OR RAT HEAD. INTO CONCRETE Oft BLOCK a ANCHORS THRU Tx BUCK ANCHORS TYPE 'H' (INTO CONCRETE) CUPS OR ANGLES CONNECTED DIRECTLY TO MMNRY TO BE PROTECTED 2W MULL SHOWN ANCHORS MTO CONCRETE or BLOCK WITH ALKALI - RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR 2"X8" MULL SHOWN I WATER -WHITE MERIIV a ATE LACQUER. I as a qp� � o m 7 e e = O 1 w z i i ?rid. W of 8o of IOOI- 7W —�9V I Gwx 7V8 30 OIQV BLtItlEI9 3NIISia d N E rIO.'{ dt dr11 ` 6 1 aasaa S110PPIM Sam � 1Ytd0 °+ .a�ero .AO y �o iv=ml.;'h4,a� S9000 SS M ff" SAWAU wn Nft7V AlMfib so 7ldlNWTdnMW -AIR (sl 0998 -90 (S0£) Wd Nd s �:r glo MCC VORITU 'AMOM p � /� � y Is os WN 1099 1\ / . / ®/ d Y7 �^ tamp a 1 0 1 1 0 1aGas SAM gill 880 lass PrilasillFj ass ��v�$ffiffi�� 6 slafBill6 ffileffiffiffi8e��ffiffiaaffi8vIV jolsioffil"aAr. 68� 92�o�0 r y lk •Zama 8o 22 1. M, LLSMW .ic W N O $ In a m Is�ffi6m�a40 iNAloffiS3uSQARoffiRsa60aa8 �m c°x�-'�ao ROsiesl4v "Nt� s�� aiz4R °a�SvA° R881ffiffii8R &rr�ffi�IfiFAR & &�4a�o.,_ S ts► iM $ffiffiffiir"19.m €! ffi��Sffiffi�I�. �i3�18��5ffiffif:i:�ZS€18291ffi��:� MTU1ii� o0� � O ,,� r 117 MIAMI -C ME I DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION Regency Plus, Inc. 1024 Locust Gap Highway Mount Carmel, PA 17851 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315-2590 F (786) 315 -2599 wwgm lamldad 'NU&',e7 H(AN6 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 PERA - Product Control Section to be used in Miami Dade County and other area 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. PERA 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 Budding Code, including the High Velocity Hurricane Zone. DESCRIMON: Series "5305 Tilt" White PVC Double Hung Winndow LL.M.I. APPROVAL DOCUMENT: Drawing No. RPLSOM4, titled "Series 5305 T:it Double Hung Impact Vinyl Window -, sheets (through 8 of 9, dated 01/12/09, with revision D dated 02/07/12, prepared by PTC,11 signed and sealed by Robert J. Amoroso, 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. '__MMffII.E IMPACT RATING: a and Small Missile Impact Resistant 'LABELING: Each unit shall bear a permanent label a man s name or logo, city, state, model /series, and following statement: "Miami-Dade County Product Control Approved ", unless otherwise noted herein. . RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09- 0122.05 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. ac NOA No; 12- 0223.11 .. • ► Expiration Date: May 06, 2014 Approval Date: April 19, 2012 40119 Page I .&egencv Plus, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No RPLS0064, titled "Series 5305 Tilt Double Hung Impact Vinyl Window", sheets 1 through 8 of 8, dated 01/12/09, with revision D dated 02/07/12, prepared by PTC, LLC, signed and sealed by Robert J. Amoruso, P. E. B. TESTS 1. Test report on: 1) Air Infiltration Test, per FBC, TAS 202 -94 o Stage Air Pressurege4t Lo r FBC TAS 202 -94 3 Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact eat per C, TAS 201 -94 S) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Tess, per FBC 24113.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 5305 tilt double hung vinyl window, prepared by National Certified Testing Laboratories, Test Report No. NCTL -110- 11422 -2, dated 10/02/08 with revision dated 01/08/09, and addendum letter dated 03/12/09, all signed and sealed by Harold E. Rupp, P. E. (Submiided under prepious NOA#09•- 0122.05) C. CALCULATIONS 1. Anchor verification. calculations and structural analysis, complying with FBC 2007, prepared by PTC, LLC, dated 01/12/09 and 04/02/09, signed and sealed by Paul E. Winter, P. E. (Submitted under previous NOA #09- 0122.05) 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE I. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 11 -0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacites PVB Interlayer" dated 09/08/11, expiring on 12111/16. 2. Notice of Acceptance No. 07- 1016.05, issued to Dominion Plastics, Inc., for their White Rigid PVC Exterior Extrusions, approved on 11/15/07, expiring on 10/24/12. Mann el Per E. Product Control er NOA No. 12-0223.11 Expiration Data: May 06,2014 Z-1 Approval Date. April 19, 2012 Regency Plus, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB1kliT__TED F. STATE 1. Siaiement letter of conformance, co m 1 ' with FBC -2010, d of no financial interest,. dated February 07, 2012,. signed and seal y o ert J.. AYnorusa, PE. 2. Laboratory compliance letter in the Test Report no. NCTL -110- 11422 -2, issued by National Certified Testing Laboratories, dated 10/02/08 revision dated 01/08/09, signed and sealed by Harold E. Rupp, P. E. (Submitted under previous NOA #09-0122OS) G. OTHER 1. Notice of Acceptance No. 09 -0122.05, issued to Regency Plus, Inc. for their Series 115305 Tilt" White PVC Double Hung Window — L.M.I., approved on 05/06/09 and expiring on 05/06/14. . t Manuel erez, Product Control Exa in No No. 12 -02 1 Expiration Date: May 06, 2014 Approval Date:. April 19, 2012 E -2 REGENCY PLUS fSER'IE,S' 93 05 TILT DOUBLE I fLWG lWACT YCNYL HTNDOW JNS`TAMAMNAWWORAGEDETAII S' OENERAL NOTES: 1. THE PRODUCT ANCHORACHE SHOWN HEREIN 18 OEBIGNEI] Q O 2L Y 40 "=G DSGN 0H 1 V0 EFLLOOCRM OW H BUURILROCNJWG E C OZDOE N E PRESSURE STATED HTRiEN 2. THE PRODUCT OETAUS CONTAINED HEREW ARE BASED UPON SIGNED AND SEALED TEST REPORT# NCT1,410.11422 2 DATED 12f0M ADDENDUM DATED 1UNBJ08 AND ADDENDUM U DATED MMO= AND ASSOCIATED LABORATORY STAMPED DRAWINGS AND WERE TESTED IN ACCORDANC E WITH CURRENT DACE COUNTYPROTOCOLS. 3 ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RE8181ING SYSTEM CAPABLE OF WITHSTANDING AND TRANSPERRNO APPLIED PRODUCT LOADS TO THE STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER ORARCHTIECT OF RECORD AND TO BE rEVLEWED BY .. AGENCY HAVNG JURISDICTION (API). 4.1X AND 2X SUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION 13 THE RESPON MUWOFTHEENGINEMOR CHITECTOF RECORD AM TO BE REVIEWED BYAHJ, S. IN AREAS WHERE � 1lJSTALIAT�N NOTES: REQUUtEA1EN1'8 AN�App� �pACT PROTECTIVE SYSTEM IN NOT I�QUIR ®. t. ONE (1) WSTALLATI014 ANCHOR IS REQUUiEDAT EAt31 ANCHOR LOCATION SHOIMJ. 6. WINDOW FRAME AND PANEL MATERIAL WHITE RIGID PVC (N.OA 07- 1016.06) 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED 18 GENERAL NOTES. INSTALLATION NOTES & D.P. CHART THE! MINIMUM NUMBER OFANCHORS TO BE USED FOR 7. GLASS MEETS THE REQUIREMENTS OFASTM E1300"i. PRODUCT �ALIATION. ' SEE SHEET 6 FOR GLAZING DETAIL. ® HgA AS RTKLUIRED AT EACH INSTALLATION ANCI�R L DESIGNATION W STANDS FOR THE FOLLOWINQ X: OPERABLE PANEL IM 812E 1S BEARING K SHAM WHERE SPA C'PHIGHI)ENSITYPLASTICORBETTWL D GREATER OCCURS. ti}") SHALL BE CONSTRUCTED 9.A 113 INCREASE IN ALLOWABLE STREW FOR WIND LOADS WAS NOT USED IN THE DEMON OF THE PRODUCT(e) SHOWN HEREIN. WIND LOADDURATIONF (Cd =1.0) HAS BEEN USED FOR WOOD ANCHOR FOR TO W RAMINQ, U SE #12 WOOa SCSUFFICIENTLENGTHTOACHIEVE1I Aom DESK MIIRAMOMENT; MINIMUM EDGE DISTANCE N 716 TABLE OF CONTENTS SHEET REV. SHEET DESCRIPTION 1 • D GENERAL NOTES. INSTALLATION NOTES & D.P. CHART 2 D ELEVATION 8 ANCHOR LAYOUT .3 D ELEVATION & ANCHOR LAYOUT 4 D VERTICAL SECTIONS 6 D VERTICAL SECIONS S D HOR2CNTAL SECTIONS & GLAZING DETAIL ' 7 1 D BILL O17 MATERIALS AND CXiMPONENTS 8 1 A COMPONENTS & COLLIER DETAIL 3. FOR INSTALLATION THROUGH IX BUCK TO CONCRETE MASONRY, OR DIRECTLY INTO CONCRETE IMASONRY, USE 316 INCH iTW TAPC ONS OF SUFFICIENT LENGTH TO ACHIEVE 1114 NCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTAL 13 2-618 INCHES. MINIMUM ANCHOR ..$f8'd'ARATION 63 2114 NCH. 6. MN(A7UM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES. INCLUDING #LIT NOT LIMITED TO STUCCO. FOAM. BRICK VENEER AND SIDNQ 7. FOR CONCRETE BLOCK DO NOT TINSTA LL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOW OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK S. INSTALLATION ANCHOR CAPACTITES FOR PRODUCTS• . HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH : THE FOLLOWING PROPERTIES: A. WOOD - PRESSURE TREATED (PT) SOUTHERN~''' a. ® YELLOW PINE MINIMUM SPECIFIC GRAVITY OF LUMBER MUST OO PLY WITH FEC SECTIONS 2411.9M AN0 2328 2 AS TO WOOD PROTECTL ®B. CONCRETE- MINIMUM OOMPRESSNE SIREN OF 3182 (mL AND COMPLIES WITH ACI 381. ® Q MASONRY- STRENGTH CONFORMANCE TO ASTMT,- DESIGN PRESSURE RATING (PSF) IMPACT RATING d�A LARGE Mau IMPACT 1 C4 a t] U ai Rolmll Avmnmo, P.E Fluids PJ@. N0.49TMII , - , V,,"o 3 P.O Bm 87b176 L-Ift FL FBPEC oIAt0. Na. am 0 . TOP, 79° 7P SASH MAX. HEIGHT HEIMAXA GHT W/ UNIT 36.826 PARTING FRAME - STOP HEIGHT BO 36.6TTOM SASH HEIGHT 28 MAX. OA WIDTH AW/ PARTINo STOP 66• MAX. OAFRAME WIDTH 63° TOP SASH _ WIDTH 49.46° TOP SASH -D.LO. WIDTH 46.76° E. X BOTTOM SASH I DLO WIDTH - • ) 46.8125' ,BOTTOM SASH WIDTH 60.126° ELEVATION EXr>?aetOa VMW W/ PARTE40 STOPS Q uQ 2.83 TYP. HEAD & 891 FROM PARTING STOP CORNERS 10.00° O.C. TYP. 6.(V FROM JAMS co HEAD & S01 4.00' TYP. FROM @ CORNERS TYP. � u. CORNERS OF WUUgOW 4.2b° O TYP. � N FROM PARTING TOP SASH STOP CORNERS D.LO. Y S�a HEIGHT 13.25' 32913• 1o. O.C. O.C.TYP. -L X &W O.C. 9 00° O.C. Typ• -"a z BOTTOM SASH D.LO. HEIGHT 2.00° O.C. a . 33.113' AREINFORCEMENT { IYP.) TYP. g F N -� #12INSTALLATION „y SCREW Cm.) X #8 X 1.618” SCREWS THRU ARTING STOPS (TYP.) ^t tom" '7 Imo- �y7 3.00' FROM CORNERS 9A0` O.C. TYP. C HEAD & SILL TYP. @ HEAD & 81LL Ftetida P.E. Na49TBQ ANCHOR LAYOUT A FL 2 524M BxT>�coavmw `°� WIPARTMGSTOPS PlsaOUCrasvr�D MAX. OA FRAME WIDTH 63' TOP BASH _ WIDTH 49.4(° TOP SASH -D.LO. WIDTH 48.78' TOP 77" SASH MAX HEIGHT FRAME 38.526 UWR 1 HEIGHT 71-� HEIGHT TTOM SASH HEIGHT 38.826 DETAIL 1 MAX. OA FRAME WIDTH 63' TOP BASH _ WIDTH 49.4(° TOP SASH -D.LO. WIDTH 48.78' a a O U 8 3.00' FROM CORNERS @ HEAD & 8M1 TYP. 8.00" FROM JAMB ` �CORNERSTYP. 1326' M X 3.00.O.0 No x 103' O.C. 200' O.C. z TV?. TYP. J AREMIFORCEMENT"P.) P 1 8.40' O.C. TV. - @ HEAD & SILL ANCHOR LAYOUT A mamwitvmw W/O PAWrM STOPS . � sq�st�rrrs R]FE d'-0%aan /G'N TOP 8A8H D.LO. HEIGHT 32913• di BOTTOM SASH D.LO. HEIGHT 33.113' DETAIL 1 (SEE SHEET 7) BOTTOM SASH DLO WIDTH 48.8126' BOTTOM SASH WIDTH 60.126' ELEVATION 11atTJOtIOR VIB1V WA1 PARTING S90P8 a a O U 8 3.00' FROM CORNERS @ HEAD & 8M1 TYP. 8.00" FROM JAMB ` �CORNERSTYP. 1326' M X 3.00.O.0 No x 103' O.C. 200' O.C. z TV?. TYP. J AREMIFORCEMENT"P.) P 1 8.40' O.C. TV. - @ HEAD & SILL ANCHOR LAYOUT A mamwitvmw W/O PAWrM STOPS . � sq�st�rrrs R]FE d'-0%aan CONCRETEIMASONRY BY OTHERS (SEE NOTE 4 ON SHEET 1) T/8' MIN. EDGE DISTANCE pa 2 818' MIN. EDGE DISTANCE WOOD PROTECTION (SEE NOTE SHEATHING BY OTHERS 8A, SHT.1) BY OTHERS 1 1/4' MIN. EXTERIOR FINISH EMBEDMENT 1/4' MAX SHIM 2X WOOD BY OTHERS 8 BY OTHERS (SEE NOTE 4 ON SHEET 1) 1 o PERIMETER X PT WOO EXTERIOR FINISH �B D BUCK Y OTHERS SEALANT 4 I3Y OTHER BY OTHERS g 1 9 (SEE NOTE 6® 1!4' MAX. SHIM ON SHEET 1) 1 11L' MIN. o EXTERIOR 3 B INTERIOR EMBEDMENT S PERIMETER SEALANT a A SY OTHERS ao 2 e o D ON�CRCB77�s SIIBST IRON EXTERIOR e INTERIOR 2a s a 5 to is ggz 1 INTERIOR 2 �= a 3 o exrER10R s ENDOW &YER TICAL SECTION WINDOW 8 � HEIGHT woDFRAMB ttt3s S7 HEIGHT 2 2 at o 2 F VERTICAL SE TION 1s C cDN sussrxA'rs � g EXTERIOR g INTERIOR 2 EXTERIOR 28 INTERIOR Ic 20 g Ro0a11A PE 10 2X WOOD BY OTHERSP� (SEE NOTE 4 ON SHEET 1) t 5 ®1X PT WOOD BUCK BY O1NER8 PERIM ®B OSOT�RS ®PERIMETER SEALANTS (SEE NOTE 5 ON SHEET 1) y BY OTHERS 1111 e 4 MIN. � 1/4' 112' MIN. .. EMBEDMENT MAX. SHIM • EMBEDMENT • EXTERIOR FINISH a .4 '° a t ' BY OTHERS � � ' • :. q a• ' • FOCTERIOR FINISH .PTO P4adugt eta oup LLt BY OTHERS fl ` CONCRETE/ MASONRY WOOD PROTECTION (SEE NOTE 13Y OTHERS (SEE NOTE ® eA SHT.1)13Y OTHERS 4 ON SHEET 1) T/r MIN. EDGE DISTANCE 2 sW MIN 8ECTI0 EDGE DISTANCE SHEATHING BY OTHERS &YYERTICAL WOOD MB SUBS TB —PERT CAL SECTION UUNCRETESU , ILATE y ®o not 2 5W MIN. EDGE DISI 1 12• MIN. EMSEDMEN' CONCRETE/ MASONRY BY-\ OTHERS (SEE NOTE 4 ON SHEET I) EXTERIOR FINISH BY OTHERS PERIMETER SEALANT ® BY OTHERS EXTERIOR 2 1X PT WOOD BUCK BYO S (SEE NOTE 6 ON SHEET 1 WOOD PROTECTION (SEE NOTE BA, SHT 1) BY 0 (]2S® a 4 • a ; 1 1/4` MIN. EMBED? 114' MAX. SI 3/8• EDC INTERIOR VERTICAL SEC Cl TB SUBSTRATE WINDOW HEII HT . PERIMETER SEALANT a 3/8• MINA &BY OTHERS 1 EDGE DIST. 8 4' 11/4' MIN. EMBED. EXTERIOR FINISH BY OTHERS C.ONOREPE/ MASONRY 1X PT WOOD BUCK BY OTHtt3 BY OTHERS (SEE NOTE (SEE NOTE 8 ON SHEET 1) 4 ON $!IFFY 1) WOO PROTECTION (SEE NOTE 1 1/2° MIN. EMBED,& 8A, SHY. 1) BY OTHERS 2 6/8' MIN. EDGE DIST. g DTI A s CTI N W MIN. EDGE DIST.- 1. 1/2' MIN. EMBEDMENT SHEATHING BY OTHERS EXTERIOR FINISH 8Y OTHERS PERIMETER SEALANT ® SYOTHERS 2X WOOD BY OTHERS (SEE NOTE 4 ON SHEET 1) 1X WOOD BUCK BY OTHERS (SEE NOTE 6 ON SHEET 1) 110 MIN. EMBEDMENT 1/4' MAX. SHIM - J 3/8" MIN. EDGE DIST, INTERIOR K �VERTI ION 114° MAX. SHIM -I 111Pp MIN. iX WOOD BUCK SY OTHER8 EMBEDMENT (SEE NOTE 6 ON SHEET 1) VA EXTERIOR FINISH BY OTHEits S HEATHING BY OTHERS 1 1/2° MIN. EMBED,& 2X WOOD 13Y OTHERS 7/8• MIN. EDGE DIST. (SEE NOTE 4 ON SHEET i) &WD ICAL SECTION KtAUE SUBSTRATE < ac _- .V7 1.11111 = N FIiE a'� f2 PImMe P48TSd� .fl.sz�zmre No, co °d 0 1 1/4' MIN. EMBEDMENT 1/4' MAX. SHIM 114° MAX. SHIM 1 112° MIN. EMBEDMENT a v. 1 2 7 7 2 13 t 0 ul 2 5M' MIN. v INTERIOR 2X WOOD BY OTHERS 9 EDGE DISTANCE (SEE NOTE 4 ON SHEET 1) a 7/8° MIN. EDGE DISTANCE CONCRETE/ MASONRY BY OTHERS ... o >. (SEE NOTE 4 ON SHEET 1) "' EXTERIOR SHEATHING BY OTHERS GLAZING DETAIL 1 W009 PROTECTION (SEE NOTE 8 2 (ON THIS SHEET) 79 18 to 8 8A 3HT.1) BY OTHERS ERIMETER SEALANTBY OTHERSA ® PERIMETER SEALANT EXTERIOR FINISH BY OTHERS 0 WINDOW WIDTH SYOTHERS 1X PT WOOD BUCK BY OTHERS Q' (SEE NOTE 8 ON SHEET 1) EXTERIOR FINISH BY OTHERS aJ FCTION G HORIZ�ONTpN I@ o is i Q -• 1/2° GLASS BITE® '. a oca 7 718' OA INSULATED GLASS CONSISTING OF: EXTERIOR LAMINATED GLASS: DSB ANNEALED GLASS, INTERIOR pOj 0MV PVS INTERLAYER"BUTACITE' BY DUPONT. D813 ANNEALED GLASS, a = 7118' AIRSPACE, DESICCANT MA SPACER, INTERIOR DSB TEMPERED GLASS 318° MIN. EDGE DIsT.- MIN. EMBED. 1 114° MIN. EMBED. 2518° MIN 114° MAX. SHIM B ` ®318' MW EDGE DIET 1/4' MAX SHIM EDGE DIST. 2 7 2 7 2 1 7B OWING DET111 1 A 718' MIN. EDGE DIST.,. RobodJ.Amm=m P.B. INTERIOR RWW8 Lft49M 1 112° MIN. EMBEDMENT ,a', 1 Iii MIN j Z/ EMBEDMENT , 1 CONCRETE/ MASONRY BY (SEE NOTE 4 ON SHEET 1) EXTERIOR 2X WOOD BY OTHERS (SEE NOTE 4 ON SHEET 1) WOO PROTECTION (SEE NO 1 $ 2 Prc?rec,taonp:uc' 8A, 3HT.1) BY OTHERS B 18 SHEATHING BY OTHERS L mem is SEALANT BY OTHERS® ®PERIMETER SEALANT BY OTHERS �c�wtaeW dA 1X PT WOOD BUCK BY OTH WINDOW WIDTH EXTERIOR FINISH BY OTHERS N062= A (SEE NOTE 5 ON SHEET 1) PRODICrRBVIB® HORIZONTAL SE _TtON s"�iAo°°° EXTERIOR FINISH BY OTHER8 K vvtwnsn a BsraAts t� J RQ_PPJZO TMULON JITEM#j DESCRIPTION MATERIAL MANUFACTURER 1 2 MAIN FRAME 0.438° TYP. WALL THICKNESB 0.092• _L.___'"'��' —'- 0.170• DOMINION PLASTICS 3 SASH PANEL FRAME �WllrrE DOMINION PLASTICS L` q SASH COVER ' DOMINION PLASTICS 4 PANEL STOP / FRAME COVER DOMINION PLASTICS 6 . SLOPED SILL COVER WHfI E RIGID PVC DOMINION PLASTICS 8 GLAZING STOP WITH HANDLE WHITE RIGID PVC DOMINION PLASTICS ICAS 7 GLAZING STOP OPERABLE SASH WHITE RIGID PVC DOMINION PLASTICS 8 9 REINFORCEMENT POC COVER #1 STEEL ROLL TECH IN 10 BUG STRIP WHITE RIGID PVC VINYL DOMINION PLASTICS 11 INTERLOCK COVER WHITE RIGID PVC DOMINION PLASTICS 12 WEEP COVER NYLON CUSTOM CRAFT 13 .21010.187° x 0.300° CENTER FIN WEATHERSTRIP ULTRAPA13 14 3(4'X 1 1/2° PARTING STOP {SEE NOTE 8A, SHT.1j O= 0 55 MIN. PT FINE WOOF 15 SIKAFLEX 662 SILCONE SILICONE SIKA CORP. 16 #8 X 1/2' TEK SCREW STEEL 17 • CAM TYPE SWEEP LOCK STEEL TRUTH HARDWARE 18 88 WOOD SCREW STEEL 19 7/8' O.A. INSULATED GLASS CONSISTING OR DSB ANNEALED GLASS. 0.090° INTERLAYER BY DUPONT. DSB GAS ANNEALED GLASS, AIR SPACE, DSB TEMPERED GLASS 20 BULB VINYL WEATHERSTRIP VINYL UNIVERSAL POLYMERS &RUBBER 2 FACE MOUNTED KEEPER STEEL TRUTH HARDWARE 22 SPRING BALANCE 23 LOOKING TILT SHOE NYLON 631 HARDWARE BSI BALANCE SYSTEMS 24 25 TILT LATCH PIVOT BAR ZINC VISION INDUSTRIES SIKAFLEX 662 BACKBEDDING METAL 81UCONE VISION INDUSTRIES L2VE8 #12 WOOD SCREW STEEL 31KA CORP. 3/18° ITW TAPCON SCREWS STEEL ITW O MAIN FRAME WHITE RIGID PVC TYP. WALL TICKNE8S 0.070° T-k —11 2.730° —L 1 1.400° J— a SLOPED SILL COVER WHITE RIGID Pvc . TYIL WALL THICKNESS 0.076° ® SASH PANEL FRAME WHITE RIGID PVC TYP. WALL THICKNESS 0.070° 1.868° I ' T-I I� TYP. WALL THICKNESS 0.055' © 1 ;6 0.953° =, 3Q BASH COVER — WHITE RIGID PVC TYP. WALL THICINIE8 0.066• 1.360• —I++•� Oj GL4ZWGSTOP[OPBRAHLSI9A $ l0 WHITE RIGID P/C TYP. WALL TICINESB 0.056• —oi- ° a 3 - -•��j— T ® PARTING STOP WOOD 1.800° ®I . Imo- -3/4' ® SASHL�OC.K ® LOCKING TILT SHOE TYP. WALL:TICKNES3 NA WANYLON TYP. LL TICINESS NA j 2838° 1 1.24M- 4+-- 2.082" 1.417• - ® 0.736° PANELSTOPYRAME ® FACEMOUNTEDIKEEPER U acau�r3v ©LYl7GlITE RIG COYER ID PVC WHITE RIGID PVC TYP. WALL TICINESS 0.07W 0.438° TYP. WALL THICKNESB 0.092• _L.___'"'��' —'- 0.170• TYP. WALL THICKNESS 0.076° r 0216, law ' 0 0.914° 1.722' L` q 3Q BASH COVER — WHITE RIGID PVC TYP. WALL THICINIE8 0.066• 1.360• —I++•� Oj GL4ZWGSTOP[OPBRAHLSI9A $ l0 WHITE RIGID P/C TYP. WALL TICINESB 0.056• —oi- ° a 3 - -•��j— T ® PARTING STOP WOOD 1.800° ®I . Imo- -3/4' ® SASHL�OC.K ® LOCKING TILT SHOE TYP. WALL:TICKNES3 NA WANYLON TYP. LL TICINESS NA j 2838° 1 1.24M- 4+-- 2.082" 1.417• - ® 0.736° PANELSTOPYRAME ® FACEMOUNTEDIKEEPER WHITE RIGID PVC TYP. WALL TICINESS 0.07W TYP. WALL THICKNESS 0.070' 1.750' r 0216, law ' 0 L` q �I I 0457° POCERTCOVER WHITE RIGID PVC ® SPRING BALANCE TYP. WALL THICKNESS 0.070• 0.874° +0.000 1.220 DIA. MAX +0.000 O g� 1.077 1' -0.100 3P fi iZ FlmWa P8 tab, a P.r- n IQ TILT LATCH ®PIVOT BAR dr ZINCTYP. WALL TICKNESS NA METALTYP. WALL TICKNESS NA m 0low 0.3ar j OXM 0.709' _1 �� °• 7 �— 0• n ° 0�7 }4 -8° • Z2W I I 0.388° O U � 2.372• �-- 1.122° 1.08T � g g m 0.709° 0.167•—T —T s i ® BY om+m NOTE: PARTING STOP EXTERIOR PERIMETER TO BE SEALED TO 1X PTiM1fQtl}atouc*5 WITH SIKH 551 SRLCONE A 1$ RohmtJ.Mm�w. P.B. FlMde PE Na 4Wfi2 + 7�MVt/A.•�.•. •PT6 P po `B+➢tiJ�C. 82f R. pBPB Oaiz MIAMI.DiADE DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION CCEPTANCE (NOA) Regency Plus, Inc. 1 1024 Locust Gap Higbway Mount Carmel, PA 17851 MIAMI DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Sheet, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (780 315 -2599 wv�v.miamldad pov /Hera Nal?,VArrft 5616Lrt 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 PERA - 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 AHD (in areas other than Miami Dade County) reserve the tight 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 AHD way immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA 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 heroin, and has been designed to comply with the Florida Building Code, including the High Veloci Hurricane Zone. White PVC Horizontal Sliding Window — L.M.Y. APPROVAL DOCUMENT: Drawing No. RPLS0063; titled "Impact Series 5405 Horizontal Slider Wfndow", sheets 1 through 5 of $, dated 11/26/08, with revision D dated. 02/07/12, prepared by PTC LLC, signed and sealed by Robert J. Amoruso, 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: a and Small Missile Im ct Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMIlVAmm 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. INSPECMON: 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 Building Official, This NOA revises NOA # 08- 1210,12 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. Mta�FCncECO r�nr NOA No, 1241223.09 (.Approval piration Date: July 22, 2014 Date: April 19, 2012 7/l l�1 Page I Reaencv Plus, Inc. NOTICE OF CCEPTANCE: EVIDENCE SUBAHMD A. DRAWINGS I. Manufacturees die drawings and sections. 2. Drawing No RPLS0063, Sheets 1 through 5 of 5, titled "Impact Series 5405 Horizontal Slider Window", dated 11/26 /08 with revision D dated 02/07/12, prepared by PTC LLC, signed and sealed by Robert J. Amoruso, P.E. B. TESTS 1. Vest reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 1 2 Uniform Static Air er FBC TAS 202 -94 .. �3 Wa 'fence Test, er FBC; TAS 202 -9 4) Large Missile Impact Test per 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a white PVC horizontal Sliding window, prepared by National Certified Testing Laboratories, Test Report No. NTCL- 110- 11507 -1, dated 08/18 /08, revised 09/03/08, with addendum letters dated 03/31/09 and 05/01/09, all signed and sealed by Harold Rupp, P.E. (SubmU ted under previous NOA#08- 1210.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by PTC -LLC, dated I V24108, signed and.sealed by Paul E. Winter, P.E. (Submitted under previous NOA #08-1210.12) 2. Glazing complies with ASTM B1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (pERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11 -0624.01 issued to E.I. DuPont DeNemours & Co., Inc. I their "DuPont Butaciteg PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 07- 1016.05, issued to Dominion Plastics, Inc., for their WMte Rigid PVC Exterior Extrusions, approved on 11/15/07, expiring on 10/24/12. Manuel Perez, Product Control Exa in NOA No. l .09 Lxpiration Date: July 22, 2014 Approval Date: April 19, 2012 L -1 F. STATE 1. Statement letter of conform com 1 in with FBC 2010 and of no financial interest, dated February 07, 2012, signed and sealed by Robert I Amoroso, P.E. G. OTHER I. Notice of Acceptance No. 08- 1210.12, issued to Regency Plus, Inc. for their Series 5405" White PVC Horizontal Sliding Window — L.M.I., approved on 07/22/09 and expiring on 07/22/14. Manuel Perez, P 'trod Control Examin r NOA No. x2-0223.0 Expiration Date: July 22, 2014 Approval Date: April 19, 2012 E -2 REGENCY PLUS, INC. IMPACT SERIES 9405HORIZONT AL SLIDER WINDOW — L11II � n MS TA L U T IO N A M M O R 4 GE D E TA T L S �. GENPJL4L NOTES• 1-11-M PRODUCT ANCHORAGE SHOWN HEREIN B DESIGNED TO COMPLY WITH THE 2007 AND 2010 FLORIDA BUILDING CODE (FBC) INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ1 AT THE DESIGN PRESSURES) STATED 2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT& NCR 18 110% 1 DATED �I20/" AND A9S =TED LABORATORY STAMPED DRAWINGS AND WERE TESTED IN ACCORDANCE WITH CURRENT DADE COUNTY rADEQUACY UCT HAS BEEN EVALUATED FOR CONFORMANCE TANDA RDS LISTED IN THE 2007 AND 2010 FLORIDA CODE (FBC) G IS W COMPLIANCE WITH SAID DS, INCLUDING FIGH VELOCITY HURRICANE ZONE QUI Y OF THE EXISTING STRUCTURAL CONCRETE AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 8.1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE BUCK DESIGN AND INSTALLATION 18 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 8 THE INSTALLMON DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS . • FORA SPECIFIC SITE. IF SITE COMMONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, THEN THE BUILDING OFFICIAL MAY .. ELECT ONE OF THE FOLLOWING OPTIONS: A- OUTSIDE HVHZ REQUIRE THAT LICENSED ENGINEER OR ARCHITECT PREPARE AND SUBMIT SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. B. INSIDE HVHZ REQUIRE THAT ONE -TIME SITE SPECIFIC APPROVAL 13E APPLIED FOR AND OBTAINED . FROM THE MIAMI -OADE COUNTY PRODUCT CONTROL DIVISION. I ! ALLA710N! OTLIS• O v m T. WINDOW FRAME MATERIAL, RIGID VINYL PVC 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH S. INSTALLATION ANCHOR$ AND ASSOCIATED HARDWARE (Pl.OA 071018Jq ANCHOR IOCATI IQN SJHOYM MUST BE MADE OF CORROSION RESISTANT MATERIAL OR 1O & EACH WINDOW ASSEMBLY SHALL BE LABELED 'WITH 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED t8 HAVE CORROSION RESISTANT COATING, LLO A PERMANENT LASE.ANCNDR STAMP WITH THE THE MINIMUM NUMBER OFANCHOR TO Be USED FOR 9. FOR HOLLOW SLOCKAND GROUT FILLED BLOCK, DO EXTRUDER CODE AND °MDCA• AS STATED IN N.OA NOT INSTALL INSTALLATION ANCHOR INTO MORTAR N0.07- 1018.06. JOINTS. EDGE DISTANCE IS MEASURED FROM FREE.. 3 SHIM M INQUIRED AT EACH INSTALLATION ANCHOR EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE 0. ==THE TFE REQUIREMENTS OF ASTM THRU MANIFRMAE WITH LOIN BEARING BHNM(S} SHELL OF BLOCK E1300 04e1. ® MAXIMUM ALLOWABLE SHIM SIZE IS 1/41NCH. $ HINT WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN d � i v u( 10 DEBIGNATIONB'X' AND •0. STAND FOR THE BHIN(8) BtR CONSTRUCTED OF HIGH DENSITY ACCORDANCE WPTH ANCHOR MANUFACTURERS 4 G FOLLOW INSTALLATION INSTRUCTIONS AND ANCHORS SHALL `: 0: X: OPERABLE PANEL O FIXED PANEL NOT BE USED IN SUBSTRATES WITH STRENGTHS LEN 4. FOR INSTALLATION INTO WOOD FRAMING, USE 812 WOOD THAN THE MINIMUM STRENGTH SPECIFIED 13Y THE 11. A 113 INCREASE IN ALLOWABLE STRESS FOR SCREWS OF SUFFIDIENT'LENGTH TO ACHIEVE 1112 INCH ANCHORMANUFAC URER, MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE S 7B - LOADS WAS NOT USED IN THE DESIGN 0 THE INCH. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS _• V' PRODUCT(8) CROWN lIEREIN. WIND LOAD HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH DURATION FACTOR (Cd a 1J3) HAS 6FilN lSm FOR S. FOR INSTALLATION THROUGH 1X SUCK TO CONCRETE / THE FOLLOWING PROPER Ift WOOD ANCFIOR DESIGN, W=W. OR DIRECTLY INTO CONCRETE /MASONRY, g S iS USE 114 INCH ITW TAPCONS OF SUFFICIENT LENGTH TO A. WOOD PT SOUTHERN YELLOW PINE- MINIb1UM y fA 12 IN AREAS WHERE WIND BORNE 0[BRB ACHIEVE 1114 INCH MINIMUM EMBEDMENT. MINIMUM SPECIFIC GRAVITY IS 086. LUMBER MUST Cum Y'> PROTECTION REQUIREMENTS EXIST, USE WAN WOE DISTANCE I8 2-1)2 INCHES. WITH F13C SECTIONS 2411.9.3.3 AND 2328.2 AS TO APPROVED IMPACT PROTECTIVE SYSTEM IN NOT WOOD PROTECTION. NEEDED. Q FOR PARTING STOP INSTALLATION USE 88 X 11/2 INCH ® B. CONCRETE - MINIMUM CORMPRESBIVE STRENGTH O1i�i: 1 DRYWALL SCREWS. 3182 pet AND CONFORMS TO ACI301. 7. MINIMUM EMBEDM<ENTAND EDGE DISTANCE EXCLUDE ®G A M m INFORM TO WALL FINISHES. INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, SR= VENEER AND SIDING. Rahml l Amvimo PE FlOfMe P.& Ng49787 TABLE OF CONTENTS SHEET REV SHEETw- SmwnON 1 D GENERAL AND INSTALLATION NOTES 2 D ELEVATION AND ANCHCRLAYCIJTI9 3 D VERTICAL SECTIONS 4 b HORIZONTAL SECTIOW GLAZING DETAIL B,,CORNERDETAIL 8 D COMPONENTS AND 80.L O? MATERLAW DESIGNTM RE RATING (PSF) IMPACT RATING s86A LARGE MISSILE IMPACT 8TC1§oOtW �TB�LLC sat � F8P8 lbC 5 8t rAdde 34 ELEVATION mcrEwa vmw 7 314" MAX FROM 4 o CORNERS ( 12" MAX. O.C. (TYP.) a HEAD &SILL ILL BILL FROM HEAD & I OM PARTING 121/1° MAX. O.C. (fYP.) a g} ... STOP CORNERS @ HEAD & SILL g FROM PARTING STOP CORNERSMP.) FROM FRAME t I .0� 13" y. v O.C. TYP. Q O.C. TYP. g 1 MSTALLA710N ANCHOR (IYP.} i PARTING STOP tmt 4amnmo rE ANCHOR (TYP.) (w MAX O.C. FROM P � 3" MAX FRO CORNERS (TYP.) STEEL REINFORCEMENT C.L FIXED W/(2) EVENLY HEAD &SILL SPACED METALSCREWB W MAX. FROM C.L. (TYP.) @ HEAD & SILL ANCHOR LAYOUT Boa vnw will/ ?TOrr Poe:*r. LLO No. 20M g §la 7 314" MAX FROM 4 o CORNERS ( 12" MAX. O.C. (TYP.) a HEAD &SILL ILL BILL FROM HEAD & I OM PARTING 121/1° MAX. O.C. (fYP.) a g} ... STOP CORNERS @ HEAD & SILL g FROM PARTING STOP CORNERSMP.) FROM FRAME t I .0� 13" y. v O.C. TYP. Q O.C. TYP. g 1 MSTALLA710N ANCHOR (IYP.} i PARTING STOP tmt 4amnmo rE ANCHOR (TYP.) (w MAX O.C. FROM P � 3" MAX FRO CORNERS (TYP.) STEEL REINFORCEMENT C.L FIXED W/(2) EVENLY HEAD &SILL SPACED METALSCREWB W MAX. FROM C.L. (TYP.) @ HEAD & SILL ANCHOR LAYOUT Boa vnw will/ ?TOrr Poe:*r. LLO No. 20M ONE BY WOOD BUCK BY OTHER (SEE NOTE 5, SHT. 1) WOOD BUCK PROTECTION BY OTHERS CONCRETE OR--,,,, MASONRY BY OTHERS (SEE NOTE 4, SHT. 1) 90 #8 X DRYWALL SC EXTERIOR FINISH - .. BY OTHERS PERIMETER CAULK- BY OTHERS a a a 18 13 1/4° ITV/ TAPCON INSTALLATION ANCHOR INALL 2 1/2° MIN. 7/8 MIN. _ EDGE DIST. SHEATHUNG EDGE DIST. BY OTHERS b y vd'•v v q v ' • ' EXTERK}R FINISH 1 1/4° MIN. BY OTHERS �„v a v EMBEDMENT D X 1 1/2° RY Q. WALL SCREW O1M111N1w 14 #8 X 1 1/2 94 Y DRYWALL SCREW r- -� 1/4" MAX. I . B VERTICAL SECTION 137 C8Qf6I Y TB WINDOW EXTERIOR =P °� INTERIOR HEIGHT SEE GLAZING DETAIL 2 18 I n SHEET 3 IS PERIMETER CAULK BY OTHERS #8 X 1 1d RYWALL SCREW 94 EXTERIOR FINISH BY OTHERS CONCRETE OR— MASONRY BY OTHERS (SEE NOTE 4, SHT. 1) ONE BY WOOD - BUCK BY OTHERS (SEE NOTE 5, SHT. 1) WOOD BUCK PROTECTION- 13Y OTHERS ii w. X 1 1/2° WALL SCREW 4° MAX. 9 SPACE PERIMETER BY ' BY WOOD ° UTHERS NOTE 5, SHT. 1) TWO BY WOOD BY OTHERS (SEE NOTE 4, SHT. 1) 1 1/2° MIN. EMBEDMENT /4° MAX. jj (SHIM SPACE 3;1ImQ • ; I�l[a' • a 1IAI; • ; 1 1/4° MIN. EMBEDMENT hill /4° ITW TAPCON 13 2 1/2° MIN. ALLA710N ANCH R EDGE DIST. A PERIMETER BY ' BY WOOD ° UTHERS NOTE 5, SHT. 1) TWO BY WOOD BY OTHERS (SEE NOTE 4, SHT. 1) 1 1/2° MIN. EMBEDMENT /4° MAX. jj (SHIM SPACE 3;1ImQ • ; I�l[a' • a 1IAI; • ; 0 RobmtlArtmnmq, P.E. FZmItlaP.E N0.48782 a ' +�Pradad 620)780. LLC 9'tltWo�p,� PePecmdameea, hill it i 0 RobmtlArtmnmq, P.E. FZmItlaP.E N0.48782 a ' +�Pradad 620)780. LLC 9'tltWo�p,� PePecmdameea, DRYWALL SCREW 9jj 1/4" MAX. 1 1/2" MIN H IM SPACE EMBEDMENT 10 1 SHIM AS REQUIRED #12 WOOD SCREW 92 INSTALLATION ANCHOR 7/8" MIN. GE DISTANCE TWO BY FRAME BY OTHERS r. . ,1 (SEE NOTE 4, SHT. 1) ) SHEATHING BY OTHERS 20 16 YW X 1 1/2° DRYWALL SCREW 14 10 PERIMETER CAULK BY OTHERS EXTERIOR WINDOW WIDTH-- - BY OTHERS HERs E HORIZONTAL SECTION �WOMPRAM81MMATS {PL�PAML8XM* , OPBRARLRPAMSMAR) FAMNNE&M O.A. LAMINATED GLASS TING OF: R LAMINATED GLASS — 8" DOUBLE STRENGTH ED GLASS W/ DUPONT "BUTACTTE" INTERAIRPSACE W/ DESICCANT STEEL SPACER, R 1/8" DOUBLE TH TEMPERED GLASS 1/4° MAX. SHIM SPACE #8 X 1 1/2" SHIM AS 14 DRYWALL SCREW REQUIRED /.1--kilk—EMBEDMENT = 16 16 3 T 6 10 1/4- ITW TAPCON I�BIQ$ 13 INSTALLATION ANCHOR �• '' 2 1/2 "" MIN. i g EDGE DISTANCE & i - CONCRETE OR MASONRY q BY OTHERS (SEE NOTE 4, SHT. 1) 'Q' •• ISOLATION MATERIAL BETWEEN 2 8 z1 23 q• . q , WOOD BUCK •& MASONRY O OPENING BY OTHERSo a q ONE BY WOOD v Q BUCK BY OTHERS g. FOR 6 1 10 q ' (SEE NOTE 5, SHT. 9). �. 9"8 0, S st 3 14 iaEB X 1 1/2" !Ts l i m, PERIMETEROTHE LK DRYWALL SCREW ' of °i' 0t j € ° WINDOW WIDTH EXTERIOR FINISH o ON BY OTHERS x F HOG9t=M WAS SECTIS (OPffitBALBPAfffiI. 1LAm �. PD®DPAAI®.SOALAR) g g WELDED MITERED CORNER CONSTRUCTION • a (1� x ^ � /� Robmtl Aawuw, P$ / � Ptodd°P$Na.t978R i ;. �' ?Id1x^ • �� EMIOR �o --- INTERIOR GLASS BITE( INTERIOR x7 O 6 rrj O I O GLAZING I vf� ol \ SHIM CORNER DETAIL 1X PT WOOD SUCK 2. 81I OP EXTERIOR PERIMETER BY OTHERS TO BE SEALED TO 1X PT WOOD BUCK WITH SIKH SS'I 80.ICONE PYc.Pm�mcea� ru.c P�oeac�orre• larpwmd,FLSV ZOTAf FBPRfQap ftsm O MAINFRAME WHITE RIGID PVC 0.070" THK 2 WEEP HOLES (SILL} O SASH FRAME 1/7 X 112° EACH END (INT. TRACK) WHITE RIGID PVC lid" X 3/8° MIDSPAN (INT. TRACK) 0.088° THK 518" X 318- EACH END (EXT. TRACK) 1 5/8° POCKET COVER • (E %T. TRACK) WHTTE.RIGID PYC 0.070° THK. 1 1/16" 1 7/8" INTERLOCK COVER Q WHITE RIGID PVC 0.070° THK } ,15/16° 1 3/4- /16" 10 . PARTING STOP Wow 1+1 1/2 °-1 U7 SASH COVER B" WHITE RIGID PVC 0.076° THK 5/16° @POCKET COVER (INT. TRACK) WHITE RIGID PVC 0.070° THK. 1 1/18° 1 7/8" 0.050° THICK Fyn 30 -60 SKI Fu - 37.6 - 662 KPSI 0.050° THICK Fy =30 -60 KSI Fu - 37.6 - 68.7 KPSI 15/16" T L_ 3/4° WEEP HOLES: 3/4"X 318" EACH END 114" X 9116- MID SPAN 18 FIXED MEETING RAIL WHITE RIGID PVC 0.085" THK GLAZING STOP W/ HANDLE WHITE RIGID PVC 0.066° THK 5/16° 1" 1° n (#LAZING STOP. FIXED LITE WHITE RIGID PVC 4 0.070° THK 1/2„ 9/16" 1° O POCKET INSERT FDM PANEL WHITE RIGID PVC 0.060' THK 13/16- 11 1 /8- ULA[, NU 61"Y + OPERABLE LITE F WHITE RIGID PVC 0.066° THK _�- 15/16° 5%16° S p 19 PANEL STOP / FRRAME COVER WHITE RIGID PVC o v m 0.060° THK 5/16" i 5/8 °'I T,.1 ;I. il-to BELL OF MATERIALS " IT=6 DESCRIPTION MIATERIAL SUPPLIER + ° C 1 MAIN FRAME x a }z o' .. WHITE RIGID PVC -DOMINION P �� o• �� _ PLASTICS 2 SASH FRAME WHITE RIGID PVC DOMINION 3 OLAZOJO STOP WITH HANDLE WHITE RIGID PVC DOMINION PLAS 4 GLAZING STOP - OPERABLE LITE WHITE RIGID PVC DOMINION PLASTIoo 5 POCKET COVER . TRACK) WHITE RIGID PVC DOMINION PLASTIft 8 POCKET COVER WHITE RIGID PVC DOMINION PLA8T1 7 SASH COVER WHITE RIGID PVC DOMINION PLASTICS 6 8 REINFORCEMENT (SASH FRAME ) 16 GA. STEEL ALLOY 10081101.0* REGENCY PLUS INC. 9 INTERLOCKCOVER WHITE RIGID PVC DOMINION PLASTICS 10 ARTING STOP WOOD PT SYP G-om MIN. 11 SWEEP LOCK 8 KEEPER STEEL TRUTH El 2 2 WOOD SCREW NSTALLATION ANCHOR STEM 13 9!4" TAPOON TALLATION ANCHOR TTW X 1 1/2° DRYWALL SCREW STEEL _ Ro�arta . P e 16 OA- INSULATED GLASS (SEE GLAZING GLASS EDGESEAL Fb Me P.e.M". 46/82 DETAIL ON SHEET 3) 16 SIKA FLEX 652 SILICONE SIKH 17 GLAZING STOP -FIXED LITE WHITE RIGID PVC DOMINION PLASTICS 18 POW MEETING RAIL WHITE RIGID PVC DOMINION PLASTICS 19 PANEL STOP /FRAME COVER WHITE RIGID PVC DOMINION PLASTICS v POCKET INSERT- PANEL WHITE RIGID PVC DOMINION PLASTICS 21 FINSEAL WEATHERSTRIP VINYL ON HousED METAL ROLLERS NYLON / STEEL SAU� ND%: ENG'G L.-I moo 23 TILT LATCH VISION IPID. vaA FLOMR -O 24 HOLE COVERS PLASTIC RO MAI 7R M'a 26 RCEMENT MEETING RAIL 16 GA STEEL ALLOY 100!0.1010 REGENCY PLUS INC °ASTM A- A1008A /A109