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WS-13-1208 , Miami Shores Village 0 1;U,2;CF,1VED 1U .\3 Building Department MAY J 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 `� 1 2013 Tel: (305)'795.220,4 Fax: (305)756.8972 : BUILDING Permit No. PERMIT APPLICATION Master Permit No. rBC 200 ap/0 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name(Fee Simple Titleholder)_Sergio , 'gala Phone# 786-275-4015 Owner's Address 311 NE 103rd St city Miami Shores State FL Zip 331398 Tenant/Lessee Name Phone# Job Address(where the work is being done) 311 NE 103rd St City Miami Shores Village County . Miami-Dade Zip 331398 FOLIO/PARCEL#_ 11-2136-013-0240 Is Building Historically Designated YES NO Contractor's Company Name Storm Tight Windows, Inc. Phone# 561-922-6747 Contractor's Address 1918 Corporate Drive City Boynton Beach State El Zip 33426 Qualifier Name Michele Gallina Soto Phone# 561-922-6747 State Certificate or Registration No. CGC 1515345 Certificate of Competency No. Architect/Engineer's Name(if applicable) Phone# Value of Work For this Permit$ 29850.00 Square/Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New [Repair/Replace ❑ Demolition Describe Work: Replacement of 25 windows O� Submittal Fee$ Permit Fee$ CCF$ CO/CC: Notary$ Training/Education Fee$ Technology Fee$ Scanning$ Radon$ DPBR$ Zoning$ Bond$ Code Enforcement$ Double Fee$ Structural Review.$ Total Fee Now Due$ • See Reverse side ]landing Company's Name(if applicable) Bonding Company's Address City State Zip 17, Mortgage Lender's Name(if applicable) Mortgage Lender's Address _. City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will no be approved and a reinspection fee will be charged. Signature Signature 01, er or Agent Contractor The foregoing instrument was acknowledged before me this /G The foregoing instrument was acknowledged before me this.0 day of /t ro ' ,20 a,by /L6io day of ,20 3 ,by /N/Cffe-Cr'Sd7'ri who is persT947n n to me or who has produced who is per a ly know to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: ,/ Print: �/�`'1 G3 C �pWf pfie, Notary Public state of Florida Ha eel! print: La'7�3 f7 c�.�C� < My Commission EE132661 =op e� Notary u is a e o on a My Commission Expires: ", a M Commission Ex ire ` James Howell �`4F FSO Expires 0912 212 61 5 y p ';y o My Commission EE132661 APPLICATION APPROVED BY: Plans Examiner Engineer Zoning , (Revised 02/08/06) W5 1,3 - 1 "�o. Ac De CERTIFICATE OF LIABILITY INSURANCEDATE(MM/DD/YYYY)- THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the pollcy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Alliance Insurance Solutions, LLC ID: (PEMCO) CONTACT NAME: Joe Oft c/o Progressive Employer Management Company, Inc. PHONE - A/C No 6407 Parkland Dr - 866-377-3()44 Sarasota, FL 34243 E-MAIL ADDRESS: _ -_1NSU S AFFORDING COVERAGE NAIC# INSURERA: INSURED INSURER B Progressive Employer Management Company II, Inc. - "A" 29 N Pinellas Ave INSURER C: Catlin _ Tarpon Springs FL 34689 INSURER D: Brit Syndicate-Lloyds-Best Rating"A" INSURER E• INSURER F COVERAGES CERTIFICATE NUMBER: 15962413 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE ADDL SU J=WVD POLICY NUMBER MMIDD EFF MMIDD EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMNTED MERCIAL GENERAL LIABILITY PREMI ES EeE Eoccurrence) $ CLAIMS-MADE 1-1OCCURMED EXP one $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'LAGGREGATELIMITAPPLIESPER: PRODUCTS LOC $ POLICY PRO- LOC $ AUTOMOBILE LIABILITY e BII EDdM)SINGLE LIMI $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED B SCHEDULED BODILY INJURY(Per accident) AUTOS AUTOS $ HIREDAt1TOS NON-OWNED PROPERTY DAMAGE AUTOS Per accident $ S $ UMBRELLA LI►B OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ a $ A WORKERS COMPENSATION WCPE00000153 01 3/6/2013 3/6/2014 I ISTAT - 0IFY1- AND EMPLOYERS'LIABILITY YIN T AC RY LIMITU ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? ❑ N/A E.L.EACH ACCIDENT $ 11000,000 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1-000,00 0 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 B Workers Compensation This is for informational purposes C Excess Coverage and nothing shall create any right D under such reinsurance, DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,K mon space Is required) Coverage Provided for all leased employees but not subcontractors of.Storm Tight Windows Inc Client Effective:3/14/2013 CERTIFICATE HOLDER CANCELLATION 364468 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village of Miami Shores THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2nd Avenue ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores FL 33138 AUTHORIZED REPRESENTATIVE Glen J Distefano ®1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD CERT NO.: 15962413 Cert2 4/4/2013 12:32:24 PM Page 1 of 1 �� STORM-1 OP ID:JR A�RO� CERTIFICATE OF LIABILITY INSURANCE 70,5103/2013 E(M / Y) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTAPRODUCER Phone: 954-731-5566 NAME: Jon Remes W.F. Roemer Insurance Agency Fax: 954-731-8438 ONE 954-731-5566 FAX No: 954-731-8438 4752 W.Commercial Blvd PHarc No Ext Fort Lauderdale,FL 33319 E-MAIL Jonathan F.Remes ADDREss:jremes@roemer-ins.com INSURERS AFFORDING COVERAGE NAIC# INSURER A:Mid-Continent Casualty Co 23418 INSURED Storm Tight Windows, Inc. INSURER B: 1918 Corporate Drive _ INSURER C: Boynton Beach, FL 33426 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE D BR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DD/YYYY MM/DD/YYYY GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 A X COMMERCIAL GENERAL LIABILITY 04GL000875723 05/06/2013 05/06/2014 'PREMISES Ea occurrencel $ 100,00 CLAIMS-MADE rx-1 OCCUR MED EXP(Any one person) $ Excluded PERSONAL 8 ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00 POLICY X PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NOWOWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVEE.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? F—] N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space is required) CERTIFICATE HOLDER CANCELLATION MIAMIS2 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Village of Miami Shores ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2 Ave: Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE ------ __—©1988=201.0_ACDRD_CORP-ORAT_ION._.AII_rights..reserved..- ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD ............. .......... . .................................... :Kull A A .11-`'411' LL 4 4 V A& I..... .... ... ...... &jrq� tqua LA 0Z UE 8 14? i`hNg 4? Vi '.L.V :E) A V0.1f-A W-' LTNI 00 1 94 ?&J EARN" K: I yl:02 b" 1�11 1. ffqy'gom' /:. •". ^?}•/�'{+'�d',•.7t;•'�'r .S.X:' c- `{r." ,4',�rk �•,YD l- /��.,Ka7s��ry�+zL'4.g _-AKia Mft' GANMON P.O.Box 3353,West Palm Beach,FL 33402-3353 **LOCATED AT** www.taxcolletWrpbc.com Tel:(561)355-2272 1918 CORPORATE DR BOYNTON BEACH, FL 33426 TYPE OF BUSINESS OWNER cER-nFicKnON# RECEIPT#IRATE�PAID AMT PAID BILL# 23-0051 GENERAL CONTRACTOR STORM TIGHT WINDOWS INC CGC1515345 U12589M-07113112 $59.50 840089192 This document Is valid only when recelpted by the Tax Collector's Office. STATE OF FLORIDA PALM BEACH COUNTY 201212013 LOCAL BUSINESS TAX RECEIPT B3-43 STORM TIGHT WINDOWS INC LBTR Number: 201101575 STORM TIGHT WINDOWS INC EXPIRES: SEPTEMBER 30. 2013 1918 CORPORATE DR This receipt does not constitute a franchise, BOYNTON BEACH, FL 33426 agreement,permission of authority to perform the 1111111 I1 111111 1111111 services or operate the business described herein when a franchise,agreement or other county commission,state or federal permission of authority Is required by county,state of federal law. r r Opening: I Size• 1.. 12=0223.11 43 x62 (D'ouble Hung) -2 L.1 1409! 60 x 62 =: (Picture Windoii) EI& AIFAM mm TL Air 3 12-0223.11 43 x 62' gv"(Daub*Hung)+ t; 11T 4 120223.1136 x37I AWL Amok (DoubleHung), �. �*++1 '5. 12-0223.1 t 36 x 37 [� arm /�/�r (Dou'lile:Hung) `C j,•IVF'�' 1 7 $ 9 Ifv WIMY 6 12-0223 09 51 X6.4 1 !(s (Hoi60il61 Slider) MAS 312013 • 7% 72-0223503 '68x64 6 10 (HodzontahSlider) 8' 12-0223.09 68 x 64 r• - Florida (Horizontal Slider) 9. 12-022L3 09 68'x rA /Lt;SS (H.6,g5la"1 Slider)- 12; lider)" LG� `�,, SS ry 10. 12k0223.09 8t x 64 12 13 14 (Horizontal Slider) S 7 GC�fsf W w w rn 11.12-0223`.09,, 55.x 64, (Hodiontal'Slider) Q ro N 12. FL11;4.U9 31 x`50 Bed 1 o m ,c �o } Oxed/P,icture), 5 Bed 2 15 oVo o '^ 1A 12-0223:09, 60;X50, 7 EG2 ES5 Sed F 8 (KOlT20/ItBIYSIr)' O+ - 14: 12=0223.09, 73.x50 tchen (Hdrizontai.Siid'er) C_6n c3.s acb 0 15: 12-0223fi9 73 x 50 (Horlionlal Slider) 16r ,{2,0223:,11 36:x•25 Office Bath 16 (Dqubk Hung)" 23 00 17: 12-0223,11 36 x39 Ch (Double Hung), ` � 18. 12022308 36'x5"0 CA��^ Li_iving Bath 2 17 U) M (64inva wning)< -1'9; 12=0223.1.1 , 36'x39 25 24 3 2 1 tY S J (Double Hung) E�T�y e C) 1. W 1o 8 CO 20' 12-0223:111 36 x 50 i 5"2l C W 2 (Double Hung); ..+ Bed 3 •� Z L 21`. 12-022311 36 x50 (pouble Hung)` 019 22 19 4) _ to 22: 12-0223.11 36 x 50 v E R M I T #: 21 20 CO) ce) (Double Hung) C;6/LcSS $t D 3 Miami Shores Villagey 23: 12-0223:09 7-9 x50 y y (Hon ont.VS1ider) 24. 12-0223,11 36'x-50. APPROVED BY DATE (Double HuflgJ 45. -12-0223811 36 x50 ZONING DEPT � ^■*� * (Double Hung). SCAU: NOT TO SCALE BLDG DEPT �� DAM" May 30,2013 SUBJECT CO COMPLIANCE W rH ALL FEDERAL PAGE M3CWPMW Site Plan STATE AND CGI�N i{r�ULc"S AND REGULATIONS PAGE: oft C Opening I Size (WxH) ^ 1 12-0223'11 _ 43:x62 (Double Hung) " 2 (L 11409r 60x 62 . (Picture Window), 3. 12-0223:11 43 x62 �pGv N 1 (Double Hung) 4 12-0223_:11 3607' (D6961e Hung) 6 12-6223.69 .51 x 64 (Ho&ontel.Slider)' 10 12'-02-21-11! A MCL (Double Hung) �� - 21 12-0223.11 36 x 50 _ (Double Hung) 21 12-0223.09, 73 x50, (HordontarSl)def) 23 24. 4 2-0223:11 36 x'50 3 2 1 .D (Double Hung). C(i/jx{S 21 20 ; 25: 12=02231'1 $6 x 50. (Double Hung); 25 24 0 LL w M O D at � rn oh V c ymy � N r O m ;D ZO V C Ln t °D a a o, u. m F 00 r 0X 44 klrcN�N M ca U) M i cr) J _O LL 6 4 �G Ah co Z 0 r 4) V- 07 V� M cy L �r SCALE: CT6TE1�lT.CO11 s NOT TO SCALE DATE May 30,2013 . ... PAGE DESCRU-MN: Site Plan PAO: OF .3 i ng Size Openi (wxH). 5 12-0223.11' 36`x37 ; (DouGle Hung) 7,'12=0223'0,9 68 x'64 . (Horizontal Slid.0, 8 12 6223.09 68x64 i� (f�onzontal SUM) t`aC K Y0.0 9 12-0223 09 68 x64 tJ�T (Honzon�al'SliderJ � k.� 1D 12;022109 55 x64 (Honzont6l SW64 i 11 12-0223.09 65 x64 Bet) (Hor(zontel'Sllder) `t �LG2 l✓)/� 12. FL11409 31 x50: (F/zedlPidu-,e) ` 13 12--'M223'00- 66,x 50 (Horizontalp811der) 14 12-0223 09• 73-x50 13 12 (Horizontal Slider) 9 8 7 5 m nr 1'5: 12-0223.09 73 z 50 14 0 0 (Horizo`ntal Slider) 8 2-'0223.136.x25O " N o '(DON 66Hung)' CIQ N ro 17 12 223'11. 36 x-36 m G %o (Dal(ile Hung) V c Ln 18. 12-022308 36Sx50' o a (Casment/Awning) .- o 5 19. 12-0223.11- 36 X39 co p (Double Hung)' F Bgrro l _ °'�Lua0} c� aM c� LL 11 10 o C6 O W 2 17 16 15 .tm Z 0 19 18 D Q D O U). EO S L Grtc ss W eo E ca nn � IKIC�I-f� wPTAiGNr erzrrEersoN SCALE: NOT TO SCALE DATE May 30,2013 PAGE DESCWPTVN: . Site Plan PAGE• OP 3 .. 3 ENGINEERING EXPRESS® Design Wind Pressure(PMAX+, PMAX-): ASCE?-10, Ch.30.4.2130.6.2 160 SW 12th AVENUE, #106 h<_60 ft. h>60 ft. DEERFIELD BEACH, FL 33442 Max Positive Pressure(PMAx+) PMAX+ = gh(6c GCppos+ GCp) PMAX+ = gh(Ac GCppos+ GCpi) PH:(954)354-0660 FAx:(954)354-0443 WWW.ENGEXP.COM Max Negative Pressure(PMAX-) PMAx-= gh(6c GCp g-GCpi) PMAx-= gh(6c GCmw-GCpi) Wind Load Calculation ASCE 7-10 Chapter 30 Wind Loads-Components and Device CalculationS:ASCE 7-10, Chapter 30,All Subsections Cladding Size Elevation Area AreaT PmRX+ Pmax- Florida Building Code 2010 # (W x H) Zone (ft) (ft2) (ft2) KZ qz GCa+ GCP- (lb/ft2) (Ib/ft2) Site Information 1 43 x 62 Int 7 18.51 8.90 0.85 56.57 1.0 -1.1 38.4 -41.8 owner: Sergio Sigala 2 60 x 62 Int 7 25.83 8.90 0.85 56.57 0.9 -1.0 37.6 -41.0 Wind Speed(v): 175 MPH 3 43 x 62 Int 7 18.51 8.90 0.85 56.57 1.0 -1.1 38.4 -41.8 4 36 x 37 End 7 9.25 3.17 0.85 56.57 1.0 -1.4 40.1 -53.6 Exposure Category: C 5 36 x 37 End 7 9.25 3.17 0.85 56.57 1.0 -1.4 40.1 -53.6 Velocity Pressure Coef.(Kh): 0.85 6 51 x 64 End 7 22.67 9.48 0.85 56.57 0.9 -1.3 37.9 -49.4 ASCF-7-/0 Ch.30.3.1 Table 303-/ Directionality Factor(Kd): 0.85 7 68 x 64 End 7 30.22 10.70 0.85 56.57 0.9 -1.2 37.2 -47.9 Topographical Factor(KzT): 1.0 8 68 X 64 Int 7 30.22 10.70 0.85 56.57 0.9 -1.0 37.2 -40.6 9 68 x 64 End 7 30.22 10.70 0.85 56.57 0.9 -1.2 37.2 -47.9 Structure Information 10 55 x 64 End 7 24.44 9.48 0.85 56.57 0.9 -1.3 37.7 -49.0 11 55 x 64 Int 7 24.44 9.48 0.85 56.57 0.9 -1.0 37.7 -41.1 12 31 x 50 Int 7 10.76 5.79 0.85 56.57 1.0 -1.1 39.9 -43.3 13 60 x 50 Int 7 20.83 8.33 0.85 56.57 0.9 -1.0 38.1 -41.5 4 of 14 73 x 50 Int 7 25.35 12.34 0.85 56.57 0.9 -1.0 37.6 -41.0 14pe R�A� 15 73 x 50 End 7 25.35 12.34 0.85 56.57 0.9 -1.3 37.6 -48.8 <o!Q O f f 16 36 x 25 Int 7 6.25 3.00 0.85 56.57 1.0 -1.1 40.1 -43.4 17 36 x 39 Int 7 9.75 3.52 0.85 56.57 1.0 -1.1 40.1 -43.4 18 36 x 50 Int 7 12.50 5.79 0.85 56.57 1.0 -1.1 39.5 -42.9 Risk Category: II 19 36 x 39 End 7 9.75 3.52 0.85 56.57 1.0 -1.4 40.1 -53.6 Building Classification: Enclosed 20 36 x 50 End 7 12.50 5.79 0.85 56.57 1.0 -1.4 1 39.5 -52.5 Int.Pressure Coef.(GCpi): 0.18 21 36 x 50 End 7 12.50 5.79 0.85 56.57 1.0 -1.4 39.5 -52.5 ASC£7-107able 26.11-1 22 36 x 50 End 7 1 12.50 1 5.79 1 0.85 56.57 1.0 -1.4 39.5 -52.5 Mean Roof Height(h): 12 ft. 23 73 x 50 Int 7 25.35 12.34 0.85 56.57 0.9 -1.0 37.6 -41.0 Roof Slope(0): Sloped 24 36 x 50 Int 7 12.50 1 5.79 0.85 56.57 1 1.0 -1.1 39.5 -42.9 Roof Slope Coefficient(9c): 1.0 25 36 x 50 Int 7 12.50 5.79 0.85 56.57 1.0 -1.1 39.5 -42.9 Min.Building Dim.(L): 42 ft. End Zone Distance(a): 4.2 ft. 1.THE NFORMATDNSNTENDEDTOPROYDEDESONPREESIRESFORTHE PUREDSEOFTHE NSTMUTIONOFGLAZEDUN(TS&OPENNGPROTECTUNAMOPOSEDAND PROVDEDWOTHERSNOCERTFDATDN,EITHER FRANK L BENNARDO,P.E. EXPRESSEDOR MKED.EOFFERED ASTO THE VMDRV OTR APPLDOI;fTYOFANYPROfOSEO SYSTEMORCOMPONENTUSEDMONGWOHTHESEPRES AMR LMODUCTSSHMLMNSTMLMNSTRDTACCORDMCEWRH Prepared In accordance With: VMDFLORDAPRODUCTAPPROVMSMDMUSTMEETTHESEFRESSURF MAO EGN WELMRATIONS FL PE 0046549 ASCE 7-10.Section 30. Wind Loads-Components and 2.NOCERTFDATUNORREV SOFFEREDTHATTHEPROPOSFDUNRSMETMYEGRESSRMUREMENTSMLE MESUESMETOMMDRESSF.ORYTHEPERMRTNGCONTRACTOAMDTNELOC&WLDNGOFFC: . 3.TH EHOSTSTRUCTUREEASSEMEDTOME EWATETOW"1 MDTHELOMSLPoSMWTHEDESUN AS WORKREN_ACESEXETNG FRM G,OR OPENINGS DESDNED AND CORTFED WAN ONGNFFR OF RECORD(EOR). CladdingTHECONTRACTORSULDNG OFFICNL SRMLMERFYTHAT THESUETRATE EVOSED DURING WORKSSOUND FOR NS MLATDN OF THE SYSTEMFDEFDENCESMEFOUNDNTHEEXISTNGHOSTSTRUCTURETHE ORTHEEORSHALLEENOTFED EEFORECONTNUNGCONSTRUCTIDN AND RESEiVESTHERGHTTORE-NSPECTAND H&EVAEUATEDESGN.NOWMRMW,ETTHEREXPRESSEDORM M,BCONTMMHERFN. Florida BuildingCode 2010 ed. <.DMENSONSMESIOWNTOLLUSTRATEDESUN FORCESAND OTHER DESGN CRRERWTHEYMAYVMYELGHTLV.TO THE EXTENT THAT THEOPEJNG MEAENOTS LFR THAN 5%x THEENONEERED DESGN. , CONTRACTOR ETO VERFYALL FELD DMENSUNSPROR TO NSTMLATION. C MAY 20/3 E-Tempest.com 5.ENGNEERS AFFRED HERETO VMDATESSTRUCTURAL DESIGN ASSHOWN ONLY.USEOFTHES'ECFUATDN W CONTRACTOR,eIal.NDEMJIFES&5A HMMLMTHEENGNEEA FOR ALLCOST&DAA AGFSNCLUD LEGAL FEES&ARRELLATEFEES RESULTING FROM INTERNE FASRGATUN.SYSTEA ERECTION,&CONSTRUCTION PRACTICESSEYOND THAT WHUH SCMLED FOR EIYLOCAL.STATE8 FEDERM CODES&FROM DEVNTDNSOFTH u RAN. ID:stormtight-PSigala,Sergio B.MGNEANGDO'HESSHMNOTVERFDTHSJOBSITENFORMATDNCONTA MHMMEDISEDONCONTRACTORSI FODATAMOMF RE MTSENGNMRNGF%RRMS XLNOT SEHELDRES SBEORLNELEIN REEVALUATE CE ANYWAYFORERRONEOUSORNACCURATEDATAM MEASUREMENTSWORKSRMLSEFELDVERFED PRIOR TOCONSTRUCTDN.ENGNEERNG EXPRESSSIMLDENOTFEDANPoRY O GM AN OTRTUNTO OUR WORKUPONDMOVEHYOFMYNADCURATENFORINT"MD TOMODFDATDNOFE% NGFELDCONDRDNSMDFP EATDNMDNSTALLATONOFMATERNLS WIT DENGINEERSEAL 05/28/2013 Page 1 of 1 aCEPTISEXPR YMOVDEDHETEN.NOADDMONALCMWCATONSORAFMWMNSMENTENDED. 'MTERATDNS.MORDNSOR OT M MARMOSTOTHEDOCUMEJTARE NOT PERMUTED AND NVADATECOR CERTFDATDN' VALIDFO BONLY ti D• • ' OPENING INFORMATION 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 height,whichever is smaller,.but not less than 4%of least horizontal dimension or 3 ft. OPENING (Location) IS THIS A PRODUCT PRODUCT APPROVAL REQUIRED OPENING MAXIMU ROUGH MULTIPLE ARE GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW LOCATION Corner Zone WINDOW ACCEPTANCE TESTED OPENING SHUTTERS NUMBER or Interior OR DOOR TYPE NUMBER + MULLION ( }PSF (-)PSF (+)PSF (-)PSF SIZE DIMENSIONS REQ YM REQ Y/NMA 1 Int Window "� 12-0223.11 55 55 38.4 -41.8 53x77 43x62 No No 2 Int Window "8"�'`° FL11409 55 55 37.6 -41.0 7202 60x62 No No 3 Int Window '/8'GmiLG. 12-0223.11 55 55 38.4 -41.8 53x77 43x62 Yes No 4 End Window 7/8 12-0223.11 55 55 40.1 -53.6 5307 3607 No No 5 End Window '/9"L WLG. 12-0223.11 55 55 40.1 -53.6 5307 3607 No No 6 End Window '/"=G 12-0223.09 55 55 37.9 -49.4 74x63 51x64 No No 7 End Window '/"L-n"G 12-0223.09 55 55 37.2 -47.9 74x63 68x64 No No 8 Int Window 711"Lang IG 12-0223.09 55 55 37.2 -40.6 74x63 68x64 No No 9 End Window '""L4mLG- 12-0223.11 55 55 37.2 -47.9 53x77 68x64 No No 10 End Window "$"Lan"o 12-0223.09 55 55 37.7 -49.0 74x63 55x64 Yes No 11 Int Window '/1"L-niIG 12-0223.09 55 55 37.7 -41.1 74x63 55x64 No No 12 Int Window 7B"IAmIIG FL11409 55 55 39.9 -43.3 7202 31x50 Yes No 13 Int Window "$"LamiIG 12-0223.09 55 55 38.1 -41.5 74x63 60x50 Yes No 14 Int Window 718"LamiIG 12-0223.09 55 55 37.6 -41.0 1 74x63 73x50 No No 15 End window 7/8""" 12-0223.09 55 55 37.6 -48.8 74x63 73x50 No No 1.6 Int Window 7'LemILG. 12-0223.11 55 55 40.1 -43.4 53x77 36x25 No No 17 Int window '/8-um"-G. 12-0223.11 55 55 40.1 -43.4 53x77 3609 No No 18 Int Window '""LamilG 12-0223.08 55 55 39.5 -42.9 36x68 36x50 No No 19 End Window 78"Lam". 12-0223.11 55 55 40.1 -53.6 5307 3609 No No 20 End Window '/8"LamiLO. 12-0223.11 55 55 39.5 -52.5 5307 36x50 No No 21 End window 711"LamiLG•. 12-0223.11 55 55 39.5 -52.5 5307 36x50 No No 22 End Window 7B"L.miLG. 12-0223.11 55 55 39.5 -52.5 5307 36x50 No No � • tit ' i ' ; ' � ; 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 height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft. OPENING (Location) IS THIS A PRODUCT PRODUCT APPROVAL REQUIRED OPENING MAXIMU MULTIPLE GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M ROUGH WINDOW ARE LOCATION Corner Zone WINDOW ACCEPTANCE TESTED OPENING SHUTTERS NUMBER or Interior OR DOOR TYPE NUMBER + MULLION ( )PSF (-)PSF (+)PSF (-)PSF SIZE DIMENSIONS REQ YM REQ Y/NMA 23 Int Window '�"r'm''.°. 12-0223.11 55 55 37.6 -41.0 53x77 73x50 No No 24 Int Window "8"''°"iLG. 12-0223.11 55 55 39.5 -42.9 53x77 36x50 No No 25 Int Window '/1"'m," 12-0223.11 55 55 39.5 -42.9 53x77 36x50 No No MIAMI•DiADE MIAMI-DADE 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 N OF ACCEPTANCE OA .miamld de o er Regency Plus,Inc. :1024 Locust Gap Highway Mount Carmel,PA 17851 �U E 14UN6 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. PESCRIPTION: Series 115305 Tilt"White PVC Double Hung Window—L.M.I. PROVAL DOCUMENT:Drawing No.RPLS0064,titled"Series 5305 Tilt Double Hung Impact Vinyl Window",sheets l 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.,bearing the Miami-Dade County Product Control Revision §tamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. ISSILE IMPACT RATING:Large and Small�M�is�,silempact ResistantABELING:Each unit shall bear a permanent labelmanu adorer'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. TERAUNATION 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-I and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MIAMi•DADE CO CApproval No.12-0223.11 • • ay 06,2014 ril 19,2012 Pagel Regency 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 2 Uniform—Static Air Pressure Test Loading er FBC TAS 202-94 3 Water Resistance Test,per FBC,TAS 202- 4)Large Missile Impact est per BC,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 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. (Submitted under previous 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 El 300-04 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. for their"DuPont Butacite®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 Pere , E. r ; Product Control Ex er NOA No.12-0223.11 Expiration Date: May 06,2014 Approval Date: April 19,2012 E-1 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEN 1. Statement letter of conformance com 1 ing wtal FBC-2010, d of no financial interest,dated February 07,2012,.signed and e yo ert J..Amoruso,P.E. 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 NDA#09-0122.OS) G. OTHER 1. Notice of Acceptance No. 09-0122.05,issued to Regency Plus, Inc. for their Series "5305 Tilt"White PVC Double Hung Window—L.M.I.,approved on 05/06/09 and expiring on 05/06/14. . Manuel Perez, Product Control Exa in NOA No.12-02 1 Expiration Date: May 06,2014 Approval Date: April 19,2012 E-2 REGENCY PLUS SERIES 5305 TIL TD0UBLEHUNG IMPACT VINYL WINDOW N W "ST",U.n0N,INCH0JUGEDET"M o a� FCT L NOTES: O U ODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED INSTALLATION NOTES- 1. IN AREAS WHERE WIN0.80RNE DEBRIS PROTECTION MPLY WITH THE HIGH VELOCITY HURRICANE 20NE REQUIREMFNT3 EXIST,USE OF AN APPROVEDIMPACT 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH 7.FOR CONCRETE BLOCK,DO NOT INSTALL INSTALLATION)OF THE 2007 AND 2010 FLORIDA BUILDING CODE PROTECTIVE SYSTEM IS NOT REQUIRED. ANCHOR LOCATION SHOWN. ANCHORS INTO MORTAR JOINTS:EDGE DISTANCE ISND AT THE DF�IGN PRESSURE STATED HEREIN. ''cMEASURED FROM FREE EDGE OF BLOCK OR EDGE OF8.WINDOW FRAME AND PANEL MATER44L:WHITE RIGID PVC Z THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS MORTAR JOINT INTO FACE SHELL OF BLOCKODUCT DETAILS CONTAINED HEREIN ARE BASED (N.O.A.07-1016.05) THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR SIGNED AND SEALED TEST REPORTSPRODUCT INSTALLATION. S.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS'110.11422-2 DATED 12N1A8,ADDENDUM DATED 7.GLASS MEETS THE REQUIREMENTS OF ASTM E1900-04e1.08 AND ADDENDUM II DATED 0WIG01 AND HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH '} S O SEE SHEET 8 FOR GLAZING DETAIL. ® 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR THE FOLLOWING PROPERTIES: < 5L-Z ASSOCIATED LABORATORY STAMPED DRAWINGS AND WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE z WERE TESTED IN ACCORDANCE WITH CURRENT DARE 8.DESIGNATION'9C STANDS FOR THE FOLLOWING: SHIM SIZE IS 1/4 INCH.SHIM WHERE SPACE OF 1N81NCH A.WOOD-PRESSURE TREATED(PT)SOUTHERN H (L F m m o COUNTY PROTOCOLS.8 X:OPERABLE PANEL OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED YELLOW PINE.MINIMUM SPECIFIC GRAVITY OF 0:56,.. _ m 3.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE 9.A 1/3 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS OF HIGH DENSITY PLASTIC OR BETTER. ® LUMBER MUST COMPLY WITH FBC SECTIONS r .; IL d 2< j MASONRY AND 2X FRAMING AS A MAIN WIND FORCE WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) .FOR INSTALLATION INTO WOOD FRAMING,USE 012 WOOD 2411,3.3.3 AND 2326.2 A3 TO WOOD PROTECJJ NN _ } RESISTING SYSTEM CAPABLE OF WITHSTANDING AND SHOWN HEREIN.WIND LOAD DURATION FACTOR(Cd=1.0) SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/2 INCH ®B OCONCRETE1 TE, MINIMUND M CES WITH AG ST ENGTM; Z~ y TRANSFERRINS APPLIED PRODUCT LOADS 70 THE HAS BEEN USED FOR WOOD ANCHOR DESIGN.® MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 7/8 ®C.MASONRY_STRENSTH CONFORMANCE TO ASTM;::., w 0) O z STRUCTURE IS THE RESPONSIB0.ITY OF THE ENGINEER INCHE C OR.ARCHTTECT OF RECORD AND TO BE EVIEWED BY CSO. . AGENCY HAVING JURISDICTION(AHJ). 5.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/ S F 4.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND MASONRY.OR DIRECTLY INTO CONCRETE/MASONRY, ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE USE 3116 INCH ITW TAPCONS OF SUFFICIENT LENGTH TO STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE ACHIEVE 1114 MCH MINIMUM EMBEDMENT.MINIMUM RESPONSIBILITY OF THE ENGINEER OR MCHITECT OF EDGE DISTANCE IS 2-W INCHES.MINIMUM ANCHOR to RECORD AND TO BE REVIEWED BYAHJ. EPARATION IS 21/4 INCH• w w 6.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE U WALL FINISHES,WCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER AND SIDING. ROOM J.Amduao,P.E. FlMtla P.E.No.49752 erdP,roducltioupnGow LLq TABLE OF CONTENTS POS 52b776 Lwggoo4 FL 72/52-07%5 SHEET REV. SHEET DESCRIPTION 721680.1755 InbQploaaiP.com FBPE CutlNm2 9AWMr4atlon 7 O GENERAL NOTES,INSTALLATION NOTES&D.P.CHART � Na 25855 2 D ELEVATION 5 ANCHOR LAYOUT 3 D ELEVATION R ANCHOR LAYOUT PRODUCE RBVISBD 4 D VERTICAL SECTIONS aW WUmg15r(Q6 6 D VERTICAL SECTIONS DESIGN PRESSURE RATING(PSS IMPACT RA71NO 74t No, 2-8 D HORIZONTAL SECTIONS&GLAZING DETAIL 3660LARGE MISSILE7 D BILL OF MATERIALS AND COMPONENTS IMPACT8 D COMPONENTS 6 CORNER DETAIL . N A � a MAX.OA WIDTH ®W/PARTING $ STOP 55• « w —MAX.O.A.FRAME m WIDTH 53" W a ag TOP SASH ` `Q WIDTH 49.46' a TOP SASH 2.63 TYP. o a �-D.L.O.WIDTH Q HEAD&SILL 45.75" FROM PARTING STOP CORNERS 10.00'O.C.TYP. 8.00'FROM JAMB 4.00•TYP.FROM @ HEAD&SILL CORNERS TYP. LL CORNERS OF WINDOW 4.25"TYP. z °� N FROM PARTING STOP CORNERS TOP TOP SASH 3 79" 77• SASH D.L.O. L a S aaa MAX.® MAX. HEIGHT X HEIGHT 13.25• , , - �r,�UNIT 10.00O.C. 3. .i aHEIGHTW/ D.C. . S fiC4wtl 3 PARTING FRAME I ` TYP3.00'O.C.. =J=O STOP HEIGHT I -^- 1.00O.C.� X ` TYP. �L w y W.6 BOTTOM 4 BOTTOM SASH D.L.O. �2H 0 HEIGHT � X HEIGHT 2.00.O.C. N 36.625 33.113" ®REINFORCEMENT(TYP.) TYP. g LL- #12 INSTALLATION x w — ——— SCREW(TYP.) #8 X 15/8"SCREWS THRU "� ARTING STOPS(TYP.) - rn w w w II I I N 3.00•FROM CORNERS I I I I 9AO"O.C.TYP, HEAD 3 SILL TYP.~~~111 Imo- ��111 IIF"�� HEAD 8 SILL PObed J. o P.E. Fbd&P.E.No.49762 BOTTOM SASH DLO WIDTH 46.8125' BOTTOM SASH f{�(Z WIDTH 50.125' U R i ELEVATION ANCHOR LAYOUT A BXTIDUORVIEW 2 t.orgwpad 62-0776 BQC�lyid w 5ft 'nbbp W/PARTING MPS W/ '►'INO STOPS �E PRODUCT RSVISBD astheFfmids gAy°° Da I . A3 N � a � a R MAX.(:2] OTFRAE $ O w WID TOP � SASH o o w WIDTH 49.46" 4 N w TOP SASH iL O D.L.O.WIDTH o v 45.75' 3.00"FROM CORNERS Q HEAD$SILL TYP. 6.00"FROM JAMB aD �CORNERSTYP. z p 13.25" TOP TOP SASHO.C.TYP. > >S 3.00"O.C. a 77" SASH MAX. HEIGHT D.L.O. X HEIGHT X a g FRAME 36.625 32.913" rn O a m o U IT �=<�g HEIGHT �.�___ _ CL _ a i w OTTOM BOTTOM SASH 1.D9"O.C. Uj °Zd SASH D.L.O. TYP. TYP. O t�j O HEIGHT �( HEIGHT O r- 36.625 3g,625 33.113" o �? / &REINFORCEMENT(TYP.) fou 4 I_ 9.40"O.C.TYP. � DETAIL 1 �HEAD 6 SILL w (SEE SHEET 7) � 1 4 . ANCHOR LAYOUT A RoberlFWW.RE E Nruo.X9762eq P E Fldltl" N BOTTOM SASH DLO WIDTH EXTERIOR VIEW 48.8125" Wro PAR71NO STOPS /1 BOTTOM SASH WIDTH 50.125' V i• ELEVATION �PTO,Prodcr Doilo Gpx"LSO EXTERIOR VFW POB FL 33776 . wQeo6,F<mT62-07r6 32l490-=% —o§pbaum wro PARTING STOPS F9PE a�wan�,6a, N.2WX PRODdCTREVISED . Btl��wll611r Florida Am. No If ILI. arab Dab BY Prod9el CONCRETE/MASONRY BY OTHERS 7/8"MIN.EDGE DISTANCE O1 (SEE NOTE 4 ON SHEET 1) 3 25/8'MIN.EDGE DISTANCE a WOOD PROTECTION(SEE NOTESHEATHING BY OTHERS ®8A,SHT.1)BY OTHERS '• A. v., '.• 1 1/4'MIN. 2X WOOD BY OTHERS o �' EXTERIOR FINISH EMBEDMENT 1/4'MAX.SHIM m "Z BY OTHERS (SEE NOTE 4 ON SHEET 1) c N ............. a Ga g� PERIMETER SEALANT lXPTEXTERIOR FINISH g `' ®BY OTHERS 4 Y OTHERS a.BUCK BY OTHERS a.o S 1 9 (SEE NOTE 5® 1/4'MAX.SHIM 1 1/2'MIN. o v ON SHEET 1) 3 EMBEDMENT 6 EXTERIOR INTERIOR -� 6 PERIMETER SEALANT 4 3 ®BY OTHERS 9 g LL 2 1 1 1 3 �g o D VERTICAL SECTION EXTERIOR 3 e INTERIOR 3 1 CONCRETE UB�STRATE 24 8 Q i 7 Is a=' go tmm o Qj 1 2 INTERIOR � . N WINDOWEXTERIOR 8 g WINDOW &IVERTICAL oaSECTION F.. ti uj HEIGHT HEIGHT nit 2 2 1 7 F & 1 2 tC VERTICAL SECTION m 15 CONCRETESU13MRAM EXTERIORw 6 INTERIOR w 2 m 6 8 EXTERIOR 25 8 INTERIOR 20 Robed J.A—eso,P.E. 10 2X WOOD BY OTHERS FWlde P.E.No.49752 1 PERIMETER SEALANT 5 (SEE NOTE 4 ON SHEET 1) AIX PT WOOD BUCK BY OTHERS ®BY OTHERS 1 ®PERIMETER SEALANT 5 (SEE NOTE 5 ON SHEET 1) , . / 1,1 BY OTHERS 1 1 1/4'MIN, 1/4'MAX SHIM 1 1/2"MIN. l` EMBEDMENT EMBEDMENT EXTERIOR FINISH . n BY OTHERS Lv, EXTERIOR FINISHo. BY OTHERS eoa.FL 5275 4r?G rCONCRETE/MASONRYWOOD PROTECTION(SEE NOTE BY OTHERS(SEE NOTE�j 8A,SHT.1)BY OTHERS 4 ON SHEET 1) 7/8"MIN.EDGE DISTANCE REVIMP 2 5/8"MIN. og with dw Fkdd t n VERTICAL SECTION de EDGE DISTANCE SHEATHING BY OTHERS " WOOD FRAME 3UBSTRATE(IYP.) D_ Q VERTICALSECTIONProduN o 2 5/8"MIN.EDGE DIST. 1 1/2"MIN.EMBEDMENT 1X PT WOOD BUCK BYO RS P (SEE NOTE 5 ON SHEET 1 7/8'MIN.EDGE DIST. a CONCRETE/MASONRY BY WOOD PROTECTION(SEE NOTE K OTHERS(SEE NOTE 4 ON g BA,SHT.1)BY 07 ERS® 1.1/2"MIN.EMBEDMENT—. c v SHEET 1) � R SHEATHING BY OTHERS 2X WOOD BY OTHERS w (SEE NOTE 4 ON SHEET 1 F p o EXTERIOR FINISH ;: 1 1/4"MIN.EMBED ) p BY OTHERS iis 1X WOOD BUCK BY OTHERS w �` ............ EXTERIOR OTHERS (SEE NOTE 5 ON SHEEP 1) &' a o m f o pad w PERIMETER SEALANT p w ® BY OTHERS 4 a PERIMETER SEALANT 9 114'MAX.SHIM BYOTHERS 1 1 3/8"MIN.® ® 1/2'MIN. o p 3 8 EDGE DIST. EMBEDMENT EXTERIOR 6 INTERIOR 1 4 1/4'MAX.SHIM z a 2 g 3/8"MIN. ; 1 1' EDGE DIST. J VERTICAL SECTION EXTERIOR INTERIOR A INTE3 CONCRETE SUBSTRATE 3 8 < > 6aa) WI06 NDOW 3=Q–o 0� HEIGHT 2 y y' HEIGHWINDOT K VERTICAL SECTION ;' w mF- WOOD FRAME SUBSTRATE 2 J F � � t 6 w EXTERIOR B INTERIOR d EXTERIOR 6 ul 8 INTERIOR 5 RoDal J.AmwjW RE PERIMEJER SEALANT Fbrlda P£No•49T52 PERIMETER MI Y OTHERS 1 BY OTHERS 1 318" NA 3/8"MIN.® EDGE DIST. EDGE DIST. . 1/4"MAX.SHIM �I(v •��' • . . 1 1/4"MIN.EMBED. MIN. � 1X WOOD BUCK SY OTHERS EMBEDMENT d '. (SEE NOTE 5 ON SHEET 1) PTCRoduot oeagn pip pµ� EXTERIOR FINISH Sys BY OTHERSCONCRETE/MASONRY . EXTERIOR FINISH BY OTHERS LwV" FL 321524775 a2tae¢nee .�,,, 1X PT WOOD BUCK BY OTHERS BY OTHERS(SEE NOTE APeFE OarBlgyadAunwlream 4 ON SHEET 1 ®(SEE NOTE 5 ON SHEET 1) ) SHEATHING BY OTHERS No.M5 WOOD PROTECTION(SEE NOTE 1 1/2"MIN.EMBED.® 1 1/2'MIN.EMBEDA ® 2X WOOD BY OTHERS 718"MIN.EDGE DIST. PRODUCrPtIMSED 8A SHT.1)BY OTHERS 2 518"MIN,EDGE DIST. (SEE NOTE 4 ON SHEET 1) m wmplylos vft IAe FIaa1Qo VERTICAL SECTION Bwwngcodo g VERTICAL SECTION I wooD FRAME SUBSTRATE A"'P'®0°No , / CONCRETESUBSTRATB py \� D lam ho" 1/4'MAX.SHIM 114'MAX.SHIM 1 1/2"MIN.EMBEDMENT N 1 1/4'MIN.EMBEDMENT ^ � � ,• , 1 1 2 7 7 2 s ,a za , 27 R 2 5/8"MIN. v INTERIOR 2X WOOD BY OTHERS § W EDGE DISTANCE (SEE NOTE 4 ON SHEET 1) a � `. 718'MIN.EDGE DISTANCE a CONCRETE/MASONRY BY OTHERS ............. o . (SEE NOTE 4 ON SHEET 1) EXTERIOR . ... ........ GLAZING DETAIL 1 SHEATHING BY OTHERS WOOD PROTECTION(SEE NOTE 8 2 (ON THIS SHEET) 19 15 15 8 a, ® 8A SHT.1)BY OTHERS ERIMETER SEALANTBY OTHERS EXTERIOR FINISH BY OTHERS z � p ® ®PERIMETER SEALANT ro 1X PT WOOD BUCK BY OTHERS WINDOW WIDTH BY OTHERS ®(SEE NOTE 5 ON SHEET 1) EXTERIOR FINISH } S a BY OTHERS Q T i' HOURONICZR6O7HN/ AY SECATION HORZONARSETCTION a G� = 1/2'GLASSBITE® U% stn 7 7/8"O.A.INSULATED GLASS CONSISTING OF:® cw7 O EXTERIOR LAMINATED GLASS:DSB ANNEALED GLASS, INTERIOR M�a 0.080'PVB INTERLAYER'BUTACITE'BY DUPONT.DSB ANNEALED GLASS, a1 v S= 7/16"AIR SPACE,DESICCANT MA TR EL SPACER,INTERIOR DSB TEMPERED GLASS 1F 3/8'MIN.EDGE DIST.® 2"MIN.EMBE Y, W 1 1/4"MIN.EMBED. 2 5!8'MIN. 1!4'MAX.SHIM 8 _ ' ® "MIN.EDGE DIST. 114'MAX.SHIM w EDGE DIST. 1 2 7 2 g 7 2 1 t5 GLAZING DETAIL 1 2 7/8'MIN.EDGE DIST., Rob dJ.Amana%P.E. INTERIOR Florida P.E.Na 18752 1 1/2"MIN. kx EMBEDMENT �`—'� .'• 11/2'MIN. Iv CONCRETE/MASONRY BY OTHERS EMBEDMENT S � (SEE NOTE 4 ON SHEET 1) 2X WOOD BY OTHERS WOO ROTECTION(SEE NOTE EXTERIOR (SEE NOTE 4 ON SHEET 1) PrcprQeu�lDarP,i .LLC P 8A,SHT.1)BY OTHERS 4•'•'•'. 1 8 2 1 8 ,8 SHEATHING BY OTHERS Longwood.fi9x7524M5 321 BW-17M kik"Qpp.00'p.eom PERIMETER SEALANT BY OTHERS® ®PERIMETER SEALANT BY OTHERS fBPECar88oMadAdhalmon IX PT WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS NM 25M ®(SEE NOTE 5 ON SHEET 1) WINDOW WIDTH _ PRODUCERBVOED EXTERIOR FINISH BY OTHERS (:�)-HORIZONTAL SECTION 113mildftoWall wCods ftP11111QA WOODFRAMBSUBb'rRATR A Ia600 NO " �1 HORIZONTAL SECTION °�I^'Ion D°'a CONCRErR/MASONRYSUDSTRATB By M• DdeProfti BILL OF MATERIALS ITEM# DESCRIPTION MATERIAL MANUFACTURER a 1 MAIN FRAME WHITE RIGID PVC DOMINION PLASTICS n 2 3 2 SASH PANEL FRAME WHITE RIGID PVC DOMINION PLASTICS a 3 SASH COVER WHITE RIGID PVC DOMINION PLASTICS R 4 PANEL STOP/FRAME COVER WHITE RIGID PVC DOMINION PLASTICS °1 5 SLOPED SILL COVER WHITE RIGID PVC DOMINION PLASTICS a S 3' 6 GLAZING STOP WITH HANDLE WHITE RIGID PVC DOMINION PLASTICS13 7 GLAZING STOP OPERABLE SASH WHITE RIGID PVC DOMINION PLASTICS z g o w 8 REINFORCEMENT STEEL ROLL TECH INDUSTRIES ' 2 WHIT 9 PACKET COVER#1 E RIGID PVC DOMINION PLASTICS r1 v YL 10 BUG STRIP VIN 11 INTERLOCK COVER WHITE RIGID PVC DOMINION PLASTICS o U 12 WEEP COVER NYLON CUSTOM CRAFT 13 0.2101 0.187"x 0.300"CENTER FIN WEATHERSTRIP ULTRAFAB 14 4"-X1 1/2"PARTING STOP(SEE NOTE BA,SHT.1)Go 0.55 MIN. PT PINE WOOD - ro 15 SIKAFLEX 552 SILICONE SILICONE SIKA CORP. 16 #8 X 1/2'TEK SCREW STEEL s 3 17 CAM TYPE SWEEP LOCK STEEL TRUTH HARDWARE '; 18 #8 WOOD SCREW STEEL © SASH LOCK ® LOCKBVG TILT SHOE v 19 7/8'O.A.INSULATED GLASS CONSISTING OF: _ STEEL NYLON 59 DSB ANNEALED GLASS,0.090"INTERLAYER BY DUPONT,DSB GLASS TYP.WALL TICKNESS NA TYP,WALL TICKNESS NA a g y ANNEALED GLASS,AIR SPACE,DSB TEMPERED GLASS mm o 20 BULB VINYL WEATHERSTRIP VINYL UNIVERSAL POLYMERE$RUBBER �"i 2.836" 1.240`-I 21 FACE MOUNTED KEEPER STEEL TRUTH HARDWARE 0"7' n as qg a Z°e 22 SPRING BALANCE 0.68 1• i�+ O-a BSI HARDWARE e o Z F w=� 23 LOCKING TILT SHOE NYLON w BSI BALANCE SYSTEMS 24 TILT LATCH 2�r ZINC VISION INDUSTRIES p 25 PIVOT BAR METAL1.41T 26 SIKAFLEX 552 BACKBEDDING VISION INDUSTRIES LL SILICONE SIKA CORP. _ -jp 27 #12 WOOD SCREW STEEL 0.735` F E 28 3118'ITW TAPCON SCREWS STEEL ITWMAIN 1 O WHITE RIGID MPVC O SASH PANEL FRAME O3 SASH COVER PANEL STOP/FRAMEFACE MOUNTED KEEPER W WHITE RIGID PVC WHITE RIGID PVC ® COVER ® STEEL w TYP.WALL TICKNESS 0.070" TYP,WALL THICKNESS 0.070' TYP.WALL THICKNES 0.065" WHITE RIGID PVC TYP.WALL TiCKNESS 0.070" m �-4.170' TYP.WALL 0298• THICKNESS 0.070" �1'7 � Imo-0.150' Robert J. nese.P.E.2.730' 1.656' � ��1 �'0.315' 1.326" 0• r-9Florkle P.E.No.49752 ��1 �J 5" l 1.400" I I 1.000' I I „J-_ J_ 3:250' T-t"'�t- 0' 1.350" � 0.48T ~0.070" 1.635" O SLOPED WHIIE R RIGID PVC GLAZINGHffE RIGID LIFT O GLAZING STOP(OPERABLE SASH) O POCKET COVER ,ll(`LlI't! WHITE RIGID PVC WHITE RIGID PVC ® SPRING BALANCE TYP.WALL THICKNESS 0.075" TYP.WALL THICKNESS 0.055' TYp,WALL TICKNESS 0.055' Typ,WALL -� © j 0.308" 1 THICKNESS 0.070' -+- rirc Prgduot O•elen Droop,�cc. 0.953" - 0.891" 1.657" 0.874• -0,C)00 1788 ' 2bf75 2.155' LonW food,F-�52752-0*j 1.121` Q 0.329'---- 1.220 DIA.MAX ePe100 a aoi x� .•N0.25095, ® REINFORCEMENT O I WHRTE RIG D PVC ® PARTING STOP +0.000 STEEL WOOD 0.85" 1.077 1' 5�-0.100 O PBODUCTRBV19M 0.438' TYP,WALL THICKNESS 0.062" TYP.WALL THICKNESS 0.075" secomplying w06theFfodit ��[�-0.170' BnIldbiscclittlaw No Code �y 1-0.725" 0.914` I 1.500' ® ExpirationDate --177 T ��-1.722` 0.525" ny ��. �3/4' MMmiDweProduc9��vel L ® TILT LATCH ® PIVOT BAR � 3' ZINCTYP.WALL TICKNESS NA METALTYP.WALL TICKNESS NA v 0.697• 0 w 0.176• � � 0.323" I�--0.559• �3-�0.345" 0.2050.35210.748' �0.117.312Y avL PO,.537" 2cl F0.16t6' o.7os" 0.551* 5.62Y 6` 2.20 -T 0.368" 0.669" 2.372' 1.07•_ 1.012" 0.709o " 0.157'-T o a Q'S� N��a�it m o J= w=$ Lu aJ WELDED MITERED m CORNER CONSTRUCTION S z 1 w R w to Po6mr J.Am=.%RE / Fb W.P.E.Na 49752 10"O.0 (TYP.) ®18 / ® ® 18 ®14 r` .P70 P," Ipn Group L46 Lageoeq FL 92751-Q776 18 ® rtteeo-t799 Yiro®pto.cppmn ®SHIM FB Ce albite a/yltp,lmttoa llo.25636 DETAIL 1 1X PT WOOD BUCK ® BY OTHERS PRODUCT RDVI8DD NOTE: r—PIYIr4 with rho Fluids Ddld"*Code PARTING STOP EXTERIOR PERIMETER cm No 2- Q0.11 TO BE SEALED TO 1X PT WOOD BUCK ryabs WITH SIKA 551 SILICONE ® DJ Dade 3 -A� n. .- A *k Ito Rei N,FkC P 'di . ftmon: A orZ r;o fIC6fidatiUth Hion`At A ,Man�fadurer. Regency Jj1j' 'eta, ung, I " - -, 1"7410,80 J7:12boublLk4," S► Cr. Street,: 10241-ocUst- apHighwayo jJhifW-Cart.jDa to., 10131/2003 P�O, bct TY - VSDFf PW- q Simi-Repoit iNCA.1,1�,--UOVI��01 it' 17.85114, C.,.".-1.� - a%I Citymatealp: Mt Crw6f,PA, 1"Alt Lea _gw d.-IGOOO:SlM.,R#poifD4te: 00�/2Q/201 I -d Wba-,- Revise Tiinf Daie- 09/12/2011 4, 4 teit bate. 07166/2011 07/06/160 1 ,Piqbon DaW 4 Latus ;? Product Nurh. ManUfkftirer Code Fraime/ Glaz ,,L ow-*E(Surface) 'Gap Width(s) 'Spacer 'Gap Fill *U,-Actor 8HGC1MT Sash Lyrs ,,Grid.q Dividers T1mf Cosa. d -00001 R 0:022(2) 00014 3 mm LoE3 366/A 0?3m*m Cldar .'V 0.639 6 -D 'Fill 1 ARGIAIR,(90110 CL j-d'2 yYNH� SS 9 boowd,0002 1mrr(,LoE-'366/ARQ/3r�rn dear :6,'639 SSr=!)"T`Fjlh'AR��,/Afk potio 6.10, .4 G 56, qOQ,1,5;00001 3,mgi'L6E3,366/AFka/3tOffjl8ti jYNH 0-.'O�2(2),O.j49(4)T d,636 ts-6. 'hil 1�.Al:f6tfitlR jbMO) 0,1 -2-: .25 oo016,60002 3 r6n,LoE-1'36 tv r 063R `G` Oj '0:.3 "60016-MOOI 366`laminate V*,Y? H SSLQ. FIV jAARG/Ajk(90/1D)- f� AA (b'l Mn+k9O"PVB+3A rnOYARd�3rnrn af. -CL, O.A s i' Clear� P rL x; rr4 I- 017-00061 LLoE-1�3f VYIVHL, 4CQ� '0.28 Ob, 29`, S Fill 10),'`G A m 0 04 M;�, SSD lmrn�M'6 OVB+3, Vn yc r , . .b C, f; 4 J� A At no 41, V Y4 Ir 4 4!t Vki' 4 31 k A e 7� .1 4 r' RegenZ P �'!nC- ��Stre�etl'(Od4�L,, H'IU(J�h..,,. A- I.A, A Florida Building Code Online Pagel of 3 F1 Oda BCIS Home Log In ; User Registration Hot Topics ;Submit Surcharge ;Stats&Facts Publications FBC Staff ;BCIS Site Map i Links Search Busrnes Jo Product) C�!product Approval USER:Public User Regulation _.�" �j� 'IWIa Product Approval Menu>product or Application Search>Application List>Application Detail ^ FL# ( J({,rJ _ FL11409-R2 �� Ic Application Type Revision Code Version 2010 Application Status Approved *Approved by DCA.Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived - Product Manufacturer Regency Plus Incorporated ` Address/Phone/Email 1024 Locust Gap Highway Mount Carmel, PA 17851 (570)339-3374 J,ek@wIn�ow_pros.info Authorized Signature Joe Korzeniecki joek@window-pros.Info Technical Representative Joe Korzenlecki Address/Phone/Emali 2000 Locust Gap Hwy. Mount Carmel,SD 17851 (570)339-3374 joek@wi ndow-pros.Info Quality Assurance Representative Joe Korzenieckl Address/Phone/Email 2000 Locust Gap Hwy. Mount Carmel,PA 17851 (570)339-3374 joek@wi ndow-pros.Info CategoryCF.I.edows ind Subcategory Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute, Validated By National Accreditation&Management Institute, Referenced Standard and Year(of Standard) Standard Year AAMA/N W W DA101/I.S.2 1997 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv8JygqZ9WuE... 3/12/2012 Florida Building Code Online Page 2 of 3 Product Approval Method Method i Option A Date Submitted 10/06/2011 Date Validated 12/22/2011 Date Pending FBC Approval Date Approved 12/28/2011 Summary of Products FL# 114odel,Number or Name Description 11409.1 ISeries 3000/4000 Series 3000/4000 Non Impact Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11409 R2 C CAC NI006320-R5odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2015 Design Pressure: +70/-70 Installation Instructions Other: FRAME MATERIAL TO BE RIGID PVC FROM FL11409 R2 II 08-01380 Ddf j ROYAL WINDOW AND DOOR PROFILES PLANT NUMBER 7 Verified By: Luis Roberto Lomas 62514 i AAMA CERTIFIED(TPL-1). Created by Independent Third Party:Yes III Evaluation Reports FL11409 R2 AE 511998.pd Created by Independent Third Party:Yes 11409.2 ISerles 5105 Series 5105 Impact Fixed Window 1 Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11409 R2 C CAC NI006317A-R3 Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2015 Design Pressure: +55/-55 Installation Instructions Other: FRAME MATERIAL TO BE RIGID PVC FROM FL11409 R2 II 08-01381.pd ROYAL WINDOW AND DOOR PROFILES PLANT NUMBER 7 Verified By: Luis Roberto Lomas 62514 AAMA CERTIFIED(TPL-1). Created by Independent Third Party:Yes Evaluation Reports FL11409 R2 AE 08062009.Ddf FL11409 R2 AE 11062401.0f j FL11409 R2 AE 511999.odf Created by Independent Third Party:Yes 11409.3 ISeries 5108 Series 5108 Vinyl Impact Rated Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11409 R2 C CAC NI009490-R2.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2015 Design Pressure: +55/-55 Installation Instructions Other: FRAME MATERIAL TO BE RIGID PVC FROM FL11409 R2 II 08-01395.Ddf ROYAL WINDOW AND DOOR PROFILES PLANT NUMBER 7 Verified By: Luis Roberto Lomas 62514 ?AAMA CERTIFIED(TPL-1). Created by Independent Third Party:Yes Evaluation Reports FL11409 R2 AE 08062009 Ddf FL11409 R2 AE 11062401.Ddf FL11409 R2 AE 512014.Ddf Created by Independent Third Party:Yes sack next Contact Us::1940 North Monroe Street.Tallahassee Fl.32390 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2010 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,e-mail addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions regarding DBPR4 ADA web accessibility,please contact our Web Master at webmaster0dbnr.gtat@.fI.us. Product Approval Accepts: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv8JygqZ9WuE... 3/12/2012 Florida Building Code Online Page 3 of 3 `Nrfslyn; se�urit!`*sktritC�' Tras1ld http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv8JygqZ9WuE... 3/12/2012 L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Lewisville,NC 27023 Report No.: 511999 336-945-9695 rllomas@lrlomaspe.com Manufacturer: Regency Plus, Inc. 1024 Locust Gap Highway Mt. Carmel PA 17851 Product Lin 5105Vinyl Fixed Window Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9N-3.005 method 1(a).The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: _ _.... 1. Approval document:drawing number 08-01381,titled 5105 Vinyl Fixed Window, prepared,signed and sealed by Luis Roberto Lomas P.E. 2. Test report No.: NCTL 110-9699-1 signed and sealed by Scott R. Hanlon National Certified Testing Laboratories,York, PA TAS 201-94 Large Missile Impact Test, Level D,Wind Zone 4 TAS 202-94 Uniform Static Air Pressure,t55.Opsf design pressure, 12.Opsf water penetration. TAS 203-94 Cyclic Pressure loading t55.Opsf design pressure 3. Anchor calculations, report number 511999-1,prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: t55.Opsf • Maximum unit size: 72"x 72" • Units must be glazed per ASTM E 1300-04,see installation instructions for glass options. • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind bome debris regions. • Frame material to be rigid PVC. Installation: Units must be installed in accordance with approval document, 08-01381. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s)for which this report is being issued.Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). *: 0 9-5 W, • TAT QF.. i+ = NAL �� `x ��ILlllllt� 1 of 1 Luis R. Lomas,P.E. FL No.:62514 12/14/2011 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: N1006317A-R3 DATE' 11/29/05 CERTIFICATION PROGRAM; Structural COMPANY: Re encp, CODE: R-7504 REVISION DATE: 08/01/201:1 The"Notice_of Product Certjficaton"is valid only when Adtninstrator's Seal is;applied to the upper left hand portioh of this form and a certification label'is applied to the product. 'This certification seal represents product conformity to the applicable specification and that all certification criteria has been satisfied. Theproduct described below is.approved for listing in the Directory of Certified Products at wwwNAMiCertification.com'. Please review,and advise NAMI immediately if data,as shown,requires corrections. COMPANY,NAME AND ADDRESS PRODUCT DESCRIPTION Regency Plus,.Inc. Series 115105"Vinyl 1024 Locust Gap Highway Fixed Window Mt. Carmel,PA 17851 Configuration: O Glazing;SIG 3/1Cv Tempered Glass/Laminate- 3/16"Annealed Glass/0;,100"PVB/3/16"Annealed'.Glass Overall,: W-60" H-60" Daylight Opening; W-5'6'' H-96" .SPECIFICATION PRODUCTRATING TAS 2011202/203-94/ Design Pressure: +55/-55 ASTM F588-02 FER.Passed-Level.10` Large'Missile Impact Rated Product Tested By: National Certified Testing Laboratories Report No N'CTL-110-9699-1. (Structural/linpact) Expiration Date:, September.30.2015 Administrator''s Signattire: NATIONAL ACCRIEDITATIONq AND MANAGEMENT INSTITUTE, INC. 4794-George Washington Memorial Highway Hayes,VA2 472 Tel; (804)684-5124 Fax:(804)-684-5122 " MAX FRAME WIDTH REVISIONS 10" MA REV DESCRIPTION O.C. DAZE APPROVED 6" MAX 6" MAX / / NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 10" / TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY / OF THE ARCHITECT OR ENGINEER OF RECORD. MAX O.C. 3) 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED DISSIMILAR �— MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. CHEIGHT 4) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5) FRAME MATERIAL: EXTRUDED RIGID PVC. / 6) UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 1 FOR GLASS OPTIONS. 7) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. / 8) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK.TO BE 1/4". / 9) FOR ANCHORING INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 'DETAILS. 10) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #12 WOOD SCREWS WITH SUFFICIENT 6" MAX. LENGTH TO ACHIEVE A 1 5/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11) FOR ANCHORING INTO METAL STRUCTURE USE #12 SMS OR SELF DRILLING SCREWS SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. 5105 VINYL FIXED WINDOW LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. EXTERIOR VIEW 12) ALL FASTENERS TO BE CORROSION RESISTANT. 13) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR:MANUFACTURER'S DESIGN PRESSURE RA TING IMPACTRATING INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: t55.OPSF LARGE A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 MISSILE IMPACT B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). MISSILE LEVEL D,WIND ZONE 4AND HVHZ D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM 15/16- 3/16* ANN 0.100" PVB BY DUPONT 3/16" ANN 3/16" TEMP SIGNED:12/14/2011 EXTERIOR SPACER DESICCANT STEEL 1024GENCY LICU T GAPSHIGHWAYRIL�LIpX7,/,l 9/16^g SYSTEM MT. CARMEL, PA 17851 GENS 9Ji� INTERIOR 5105 VINYL FIXED WINDOW *� 0 51 72 X 72 yt 'JGE TABLE OF CONTENTS ELEVATION AND NOTES A TAT OF t GLAZING DETAIL SHEET NO. DESCRIPTION pRAgN DWC N0. REV �.c.� '°� P.'ji�` 2 ' 3 INSTALLATION DETAILS ANCHORING AND NOTES scA�NTS DerE 08-01381 %�'Q�pNAI - 11/14- 11 1 OF 3 IILIif141 9/16" MIN. REVISIONS EDGE DISTANCE Rev DMRirnoN DATE APPROVED WOOD FRAMING METAL OR 2X BUCK STRUCTURE BY OTHERS BY OTHERS 1 5/8" MIN. i/4" MAX. EMBEDMENT , SHIM SPACE APPROVED q APPROVED �O vul 1/4" MAX.SEALANT Q1/4" MAX. SEALANToHIM SPACE 0 HIM SPACE D INTERIOR #12 SMS OR #12 WOOD D #12 SMS OR SELF DRILLING SCREWS SCREW SELF DRILLING SCREW METAL STRUCTURE BY OTHERS O � PPROVEDD EXTERIOR A SEALANT JAMB INSTALLATION DETAIL Lu U INTERIOR EXTERIOR INTERIOR METAL STRUCTURC—INISTALLAT70N 1 5/8" MIN. 1/4" MAX. EXTERIOR EMBEDMENT r SHIM SPACE L- 9/16" MIN. q EDGE DISTANCE n #12 SMS OR ILJI #12 w OD a SSELF SELF CREW KILLING #12 WOOD INTERIOR SCREW SCREW APPROVED o APPROVED WOOD FRAMING O SEALANT 1/4" MAX. SEALANT �� OR 2X BUCK SHIM SPACE 1/4" MAX. BY OTHERS d I SHIM SPACE EXTERIOR WOOD FRAMING T� APPROVED OR 2X BUCK 1 MIN. METAL —� SEALANT EMBEDMENT STRUCTURE BY OTHERS BY OTHERS JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION VERTICAL CROSS SECTION VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTUREINSTALLATION REGENCY GLCUST GAPPLUS, INC. A Y 10 MT. CARMEL, PA 17851 `w 5105 VINYL FIXED WINDOW �*• 0 61 .= NOTE: LA X 72 �"Q � INTERIOR AND EXTERIOR FINISHES,BY OTHERS,NOT INSTALLATION DETAILS SHOWN FOR CLARITY 5;0,- TAT OF y R4 DRAWN: owc No. Rev Ip'F' COR10P+^�� Nrs ogre.11/14/11 08 S01381OF 3 ��iss��NALrEa `�\ f _ 2 1/2" MIN. REVISIONSEDGE DISTANCE REV DESCRIPf10N pew APPROVED CONCRETE/MASONRY BY OTHERS a a • 4 " ' .. • 'a• , ' 1 1/4" MIN. OPTIONAL 1X BUCK a' •, EMBEDMENT TO BE PROPERLY 1 1/4" MIN. SECURED EMBEDMENT SEE NOTE 3 SHEET 1 CONCRETE/MASONRY APPROVED BY OTHERS � � . c SEALANT Quo 1/4" MAX. OPTIONAL BUCK 1/4" MAX. SHIM SPACE TO BE PROPERLY SHIM SPACE SECURED SEE NOTE 3 SHEET 1 D1/4" TAPCON 1/4" TAPCON e' F%N� INTERIOR 2 1/2" EXTERIOR INTERIOR MIN. EDGEDISTANCE APPROVED SEALANT EXTERIOR 1/4- TAPCON JAMB INSTALLATION DETAIL CONCRETFJMASONRY INSTALLATION APPROVED SEALANT Q° 1/4* MAX. NOTE: OPTIONAL BUCK SHIM SPACE INTERIOR AND EXTERIOR FINISHES,BY OTHERS,NOT TO BE PROPERLY O C� SECURED SHOWN FOR CLARITY. SEE NOTE 3 SHEET 1 CONCRETE/MASONRY BY OTHERS n'.• ' 1 1/4" MIN. •' + `' EMBEDMENT REGENCY PLUS, INC. • f e' ,. 1024 LICUST GAP HIGHWAYQ�9 c MT. CARMEL, PA 17851 �� .�GENSi� 2 1/2" MIN. 5105 VINYL FIXED WINDOW *• 0 EDGE DISTANCE LA X 72 "0 J am= VERTICAL CROSS SECTION INSTALLATION DETAILS pyo y TAT QF g�ttr� CONCRETE/MASONRYINSTALLATION DRAWN; �� N0, D$ �81 R� %o`rS/'p0RI'D NTS 11/14/11 3 OF 3 l/Lblllll M IAM I•QADE MIAMI-DADE 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 CCEPTANCE UA www.miamldade.Qov/vera Regency Plus,Inc. 1024 Locust Gap Highway N00-12,eVlAL �l �� ount Carmel,PA 17851 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County 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 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 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. DESCRIPTION:Series"5405"White PVC Horizontal Sliding Window—L.M.I. APPROVAL DOCUMENT:Drawing No.RPLS0063,titled"Impact Series 5405 Horizontal Slider Window",sheets 1 through 5 of 5,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: Largeand Small Missile Impact 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. 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#08-1210.12 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. NOA No.12-0223.09 MWMMADE COUNTY Expiration Date: July 22,2014 Approval Date: April 19,2012 Page l Remency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's 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. Fest reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2 Uniform Static Air P din er FBC TAS 202-94 3 Water R s'stance 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. (Submitted under previous NOA#08-1210.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by PTC LLC,dated 11/24/08,signed and sealed by Paul E. Winter, P.E. (Submitted under previous NDA#08-1210.12) 2. Glazing complies with ASTM E1300-04 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. for their"DuPont Butacite®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 Pereel.e)Product Control Exa NOA No.12-0223.09 Expiration Date: July 22,2014 E-1 Approval Date: April 19,2012 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATE 1. Statement letter of conformance comnlvinr�with FBC-2010 and of no financial interest,dated February 07,2012, signed and sealed by Robert J. Amoruso,P.E. G. OTHER 1. 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. -product Control Examinr NOA No.12-0223.0 Expiration Date: July 22,2014 Approval Date: April 19,2012 E-2 x x g L REGENCY PLUS, INC. IMPACT SERIES 9405HORIZONTAL SLIDER WINDOW- LMI INSTALLATIONANCSORAGEDETAMS a � 0 s � s GENERAL NOTES: INSTALLATION NOTES: O U m 1.THE PRODUCT ANCHORAGE SHOWN HEREIN 13 DESIGNED 7.WINDOW FRAME MATFJ2W.:RIGID VINYL PVC 1.ONE(1)INSTALLATION ANCHOR 13 REQUIRED AT EACH B.IN3TALLATpN ANCHORS AND ASSOCIATED HARDWARE TO COMPLY WITH THE 2007 AND 2010 FLORIDA BUILDING ) _ ANCHOR LOCATION SHOWN MUST BE MADE OF CORROSION RESISTANT MATERIAL OR ,� ® (N.OA.07-1016.05 CODE(FBC)INCLUDING THE HIGH VELOCITY HURRICANE HAVE A CORROSION RESISTANT COATING. ZONE(HVHZ)AT THE DESIGN PRESSURE(S)STATED S.EACH WINDOW ASSEMBLY SHALL BE LABELED WITH 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS O O HEREIN. A PERMANENT LABEL ANDVOR STAMP WITH THE THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR 9.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK DO Z °a+ EXTRUDER CODE AND'MDCA•A3 STATED IN N.O.A. PROD _ NOT INSTALL INSTALLATION ANCHORS INTO MORTAR ' 2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED NO.07-1018.05. JOINT'S.EDGE DISTANCE IS MEASURED FROM FREE. UPON SIGNED AND SEALED TEST REPORT# 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE } W p NCTL-110-11507-1 DATED 08/20/08 AND ASSOCIATED 9.GLASS MEETS THE REQUIREMENTS OF ASTM THRU MAINFRAME WITH LOAD BEARING SHIM(S). SHELL OF BLOCK. _ 6 Z ACCORDALABORATNCE WITH CURRY STAMPED ENTINGSDADE COUNTYE TESTED IN E1300-04e1.® MAXIMUM ALLOWABLE SHIM SIZE IS 114 INCH.SHIM O PROTOC S. WHERE SPACE OF 1/18 INCH OR GREATER OCCURS. 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN ?(9^ U of 10.DESIGNATIONS'r AND"0'STAND FOR THE SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY ACCORDANCE WITH ANCHOR MANUFACTURER'S ••_ yj 2 Q 4 L y Z O FOLLOWING: LASTIC OR BETTER INSTALLATION INSTRUCTIONS AND ANCHORS SHALL 0- 47 3.THE PRODUCT HAS SEEN EVALUATED FOR CONFORMANCE X:OPERABLE PANEL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS.•�. � nJ. -i TO THE STANDARDS LISTED IN THE 2007 AND 2010 FLORIDA 0:FIXED PANEL 4.FOR INSTALLATION INTO WOOD FRAMING,USE#12 WOOD THAN THE MINIMUM STRENGTH SPECIFIED BY THE f U N W Ot Z ®BUILDING CODE(FBC)AND IS IN COMPLIANCE WITH SAID SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 12 INCH ANCHOR MANUFACTURER STANDARDS,INCLUDING HIGH VELOCITY HURRICANE ZONE 11.A 1/3 INCREASE IN ALLOWABLE STRESS FOR WIN MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 7B (HVFIZ)REQUIREME LOADS WAS NOT USED IN THE DESIGN OF THE INCH. 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS 4.ADEQUACY OF THE EXPRODUCT(S)SHOWN HEREIN.WIND LOAD HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH a ISTING STRUCTURAL CONCRETE DURATION FACTOR(Cd-1.6)HAS BEEN USED FOR 5-FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/ THE FOLLOWING PROPERTIES: o W MASONRY AND 2X FRAMING AS A MAIN WIND FORCE WOOD ANCHOR DESIGN, MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY, Z eek RESISTING SYSTEM CAPABLE OFT LOADS DING AND USE 1/4 INCH RW TAPOONS OF SUFFICIENT LENGTH TO A WOOD PT SOUTHERN YELLOW PINE-MINIMUM N I g 1 TRANSFERRING APPLIED PRODUCT LOADS TO THE 12.IN AREAS WHERE WIND-BORNE DEBRIS ACHIEVE 1 19 INCH MINIMUM EMBEDMENT.MINIMUM SPECIFIC GRAVITY 13 0.55.LUMBER MUST COMPLY V Bgl STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER PROTECTION REQUIREMENTS EXIST,USE OF AN EDGE DISTANCE IS 2-1r2INCHES. WITH FBC SECTIONS 2411.3.3.3 AND 2328.2 AS TO OR ARCHITECT OF RECORD. APPROVED IMPACT PROTECTIVE SYSTEM IN NOT NEEDED. WOOD PROTECTION. 5.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 6.FOR PARTING STOP INSTALLATION USE#8 X 1 IN INCH ®B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH DRYWALL SCREWS. 3192 p51 AND CONFORMS TO ACI 301. ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE ®C.MASONRY-STRENGTH TO CONFORM TO STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE ASTM C-90. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF WALL FINISHES,INCLUDING BUT NOT LIMITED TO Roots d Amman RERECORD. STUCCO,FOAM,BRICK VENEER AND SIDING. Fbrba P.E.No.4B752 6.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE.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 ENGINEER OR ARCHITECT PREPARE AND SUBMIT SITE SPECIFIC DOCUMENTS FOR USE WITH THIS LLC C Piodwl ur4�y�Caaiip, DOCUMENT. B.INSIDE WHIZ:REQUIRE THAT AONE-TIM E SITE PO Boa 520T/5 Lmpwooq FL 927624775 SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED =4190-IM8 In1bQpb.x m•oom FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL - FBPE CwW6sta dMftdudon DIVISION. No.25M TABLE OF CONTENTS SHEET REV. SHEET DESCRIPTION PRODUCTRBVISED 1 D GENERAL AND INSTALLATION NOTES as complying Willi On FloridaBwww'gCode 2 D ELEVATION AND ANCHOR LAYOUTS AcmpUum NoAd - Z 3 D VERTICAL SECTIONS --- DESIGN PRESSURE RATING(PS F7 IMPACT RATING 4 D HORIZONTAL SECTIONS,GLAZING DETAIL g CORNER DETAIL LARGE MISSILE By 155.0imProduci 5 O COMPONENTS AND BILL OF MATERIALS IMPACT S g� O U m 74"MAX. FRAME WIDTH 34 3116' 33' MAX. MAX. ; D.L.O. D.L.O. O C 7314"MAX FROM z CO HEAD S LL 17 MAX.O.C.(TYP.) 3 5 ff FROM PARTING HEAD&SILL 12 1/2'MAX O.C.(TYP.) ¢� o STOP CORNERS Q HEAD&SILL �j y g B C 81/4'MAX �O� v vi 3 3 FROM PARTING vi=a 2 i o STOP CORNERS(TYP.) a w N zd >F mu o L] ii51/2•MAX. zW �x u 1,0( F FROM FRAME (3 co g'z 3 4 CORNERS(IYP.) N F MAX.63' 4 ii 13' 12' S a< E E li 57112' O.C.TYP. O.C.TYP. N lu FRAME 58 3/4' 4 O HEIGH MAX O ii X 4 D.L.O. D.L.O. u a �i STEEL INSTALLATION REINFORCEMENT ANCHOR(TYP.) 7Mwt J.A--.P.E. 1 1l2'x 1/4'WEEP HOLE PARTING STOP FWW*P.E.Na 4n762 2 5/8'FROM END(TYP.) ANCHOR(TYP.) !FROM CORNERS 3'MAX.FRO (T�'P•) 3 STEEL REINFORCEMENT C.L.(fYP.) FIXED W/(2)EVENLY HEAD&SILL SPACED METAL SCREWS g•MAXC.L.(THEAD& t 'OTC.Pm"Dogf n Grwe,LLC ELEVATION PC am Eton$ ANCHOR LAYOUT LW940ed.PL22752o7T5 EXTERIOR VIEW EXTERIOR VIEW 421•�0.77pe Ho@promtp.00m FBPE Callaeals dAuogrRallan No.25935 PRODUCT REVIM ea complying wllh IM FlaFda ' Bagding Code Aeaptanoe Wo '�' fon Ey Mio �Dade t 1 1/4" ITW TAPCON #12 WOOD SCREW 12 NE BY WOOD ONE BY WOOD 13 INSTALLATION ANCHOR BUCK BY OTHER INSTALLATION ANCHOR OTHERS r (SEE NOTE 5, SHT. 1) 7/8" MIN. (SEE NOTE 5, SHT. 1) 2 1/2" MIN. SHEATHING EDGE DIST. 0 3 WOOD BUCK PROTECTION EDGE DIST. BY OTHERS TWO W000 BY OTHERS � •v v od•,v v v a BY OTHH ERS 4 = CONCRETE OR % v (SEE NOTE 4, SHT. 1) g v. EXTERIOR FINISH o MASONRY BY OTHERS v v v c v 1 1/4" MIN. BY OTHERS ;M•az '�' G o0 o" (SEE NOTE 4, SHT. 1) 10 i v v o EMBEDMENT #8 X 1 1/2" t4 :: DRYWALL SCREW ` 1 1/2" MIN. aR o #8 X 1 1/ a.�(r'• EMBEDMENT ° S DRYWALL SCR DRYWALL SCREW EXTERIOR FINISH 1/4" MAX. 1/4" MAX. o v m ED BY OTHERS SHIM SPACE 10 SHIM SPACE 10 PERIMETER CAULK Qo BY OTHERS 21 PERIMETER CAULK 6 BY OTHERS aD t0 o 11) s rUl 21 z 6 1 6 WINDOW'.. } u� 3 2 4 5 8 HEIGHT' a ZI 16 15 = v uz 2 4 vi°�s0,Q�Fm Z o 16 -15 a C7 N $ B VERTICAL SECTION z= i CON( ULIU/MASONRY SUBSIMATB W U U o t- WINDOW EXTERIOR °AFD uSIMILILARRPANEL owN, INTERIOR EXTERIOR INTERIOR �i HEIGHT SEE GLAZINGVERTICAL SECTION DETAIL 2 15 C WOOD SUBSTRATH SHEET 3 OPERASLBPAMiLSHOWN, UJ 16 FIXED StMRAR U 4 a 2 8 INTERIOR — 5 21 11 9 2 8 16 4 15 1 IVA , I I Robert J.Ammus%P.E 6 Florida P.E.No.48752 a 22 24 ( 23 PERIMETER CAULK 10 BY OTHERS 10 QD X 1 1/2" 21 DR !/v 14 DRYWALL SCREW G' 1 RYWALL SCREW 14 1/4" MAX. 17 SHIM SPACE Q : DPTC Produce Design Group,LLC EXTERIOR FINISH 1;. �- PO am 52075 BY OTHERS ?•�:s1+ 'Longwood,FL92752.W75 82id80.1738 Nfo®plocmp.00m CONCRETE OR �' d a 1 1/4" MIN. PePEc.,"4.caaA'dbmmdwn MASONRY BY OTHERS EMBEDMENT (SEE NOTE 4, SHT. 1) PRODUCTREVISED ONE BY WOOD v't ° • :d dq •o e 15 18 16 25 As catnptyiny wIW 1M F1oddA BUCK BY OTHERS 1/4" ITW TAPCON 732 1/2" MIN. Bull ePb -0 .0 ALLAT10N ANCHOR (SEE NOTE 5, SHT, i) EDGE DIST. EXTERIOR P(nitod WOOD BUCK PROTECTION A ' IT'IC7 CTION D HORIZONTAL SECTION By ON MASONRY SUES7RATE D.ds P7dduel A OI BY OTHERS OPERBALE PANEL SHOWN, PIXRDSEMILAR 1/4" MAX. SHIM SPACE #8 X 1 1/2" #8 X 1 1/2" 14 SHIM AS 14 DRYWALL SCREW v DRYWALL SCREW 1/4" MAX. REQUIRED ALMIN. EDMENT 1 1/2" MIN SHIM SPACE Lr 3 15 16 3 7 6 10 1/4- ITW TAPCON EMBEDMENT 10 1 19 17 16 � 13 INSTALLATION ANCHOR R SHIM AS REQUIRED o z #12 WOOD SCREW 2 1/2"" MIN. INSTALLATION ANCHOR 12 LTJ y EDGE DISTANCE V H DQ�—CONCRETE OR MASONRY 7/8" MIN. V . BY OTHERS .EDGE DISTANCE ? V '•V V (SEE NOTE 4, SHT. 1) •.Q ISOLATION MATERIAL BETWEEN R ° 2 8 21 23 Q •Q, WOOD BUCK& MASONRY $ggg TWO BY WOOD—"Z.,Z"F- " - O ° OPENING BY OTHERS J o �:,,• z FRAME BY OTHERS .SF•,,"• �O Zw a (SEE NOTE 4, SHT. 1) �y:E • .: ,C.t V ONE BY WOOD .c•:; -,:c? �Y�c BUCK BY OTHERS SHEATHING r.� 'i Q SEE NOTE 5, SHT. 1 > 81' OTHERS '� .a ( ) ¢ a� 20 15 6 1 10 19y�•�; #8 X 1 1/2- 8 X 1 1/2" _ v; DRYWALL SCREW 14 to PERIMETER CAULK PERIMETER CAULK 14 DRYWALL SCREW d x a o z ° BY OTHERS EXTERIOR FINISH O9 WINDOW WIDTH a r_vZ BY OTHERS WINDOW WIDTH EXTERIOR FINISH u 05 HORIZONTAL SECTION =IJ BY OTHERS W000PRAhB3BUB srRA•-s F HORIZONTAL SECTION 0 c CNGiESONSUBSTRATE Az OPERABLE PANELSMEAM (OPERBALEPANELSHOWN, y0 POCEDPANELSONAR) Lu WELDCORNER MITERCONSTRUCTION co 1 7/8" O.A. LAMINATED GLASS CONSISTING OF: CORNER CONSTRUCTION U� 8EXTERIOR LAMINATED GLASS – 1 15 (2) 1/8" DOUBLE STRENGTH ANNEALED GLASS W/ _ 0.090" DUPONT "BUTACITE" INTERLAYE 0.41" AIRPSACE W/ DESICCANT Robert�A„b,",o PE 1 MATRIX STEEL SPACER, RobertP•E.Na 48752 INTERIOR 1/8" DOUBLE FlorWa 15 STRENGTH TEMPERED GLASS eINTF EXTERIOR 16 2 Q& v►��' 17 12.0.0 (m'J 1/2" 4 GLASS BITE[ EXTERIOR I I 1 2" GLASS BITE 1tlIEHLQB / / \ PYC.PraPO ox 5nlr?s'GrLLC PO Box 620776 1 / 4 Longwood,FL 3273&0773 921.680-1786 1nlo�pbcoip.00m FEPEOer00caleTAPth what \ 16 No.25896 8 PRODU01•REVISED wi GLAZING DETAIL 1 4 SHIM Bundfisoode muwma<ta GLAZING DETAIL 2 Amp Ng NOTE: CORNER DETAIL 1X PT WOOD BUCK PARTING STOP EXTERIOR PERIMETER BY OTHERS By TO BE SEALED TO 1X PT WOOD BUCK Mi 1Dade ct WITH SIKA 551 SILICONE O1 MAINFRAME WEEP HOLES(SILL): Q SASH FRAME GLAZING STOP a OPERABLE LITE 9 s WHITE RIGID PVC 112"X 1/2"EACH END(INT.TRACK) WHITE RIGID PVC 3 GLAZING STOP W/HANDLE 4 WHITE RIGID PVC a � m 0.070'THK. 1/2"X 3/8"MIDSPAN(INT.TRACK) 0.068"THK. WHITE RIGID PVC 0.055'THK. F 3 5/8'X3/8"EACH END(EXT.TRACK) 0.055"THK. 5/16" 4 3/16" 1 5/8" T ��9 () 15/16" 1" 4 () -11/8- 5/16"1 gR 2 3/4" O SASH COVER 17 GLAZING STOP-FIXED LITE 1s PANEL STOP/FRAME COVER '119 �8- WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC o v m 0.075"THK. 0.070"THK. 0.050'THK. r I/ 5/16" 1 1 5/16" L 1/2" E] 9/16"T0 0 u� T 3 a LL �-3 1/4--- -� -1 5/8"-I i °� b 5 ai POCKET COVER Y M:a Q Qs POCKET COVER ¢ c (EXT.TRACK) (INT,TRACK) BILL OF MATERIALS WHITE RIGID PVC ITEM# DESCRIPTION MATERIAL SUPPLIER 3: a O o WHITE RIGID PVC 0= 0.070'THK. 1 MAIN FRAME WHITE RIGID PVC DOMINION PLASTICS a O D.070"THK. 2 SASH FRAME WHITE RIGID PVC DOMINION PLASTICS 3 o o WEEP HOLES: GLAZING STOP WITH HANDLE WHITE RIGID PVC DOMINION PLASTICS 3/4"X 318'EACH END 6. =7d 4 GLAZING STOP-OPERABLE LITE WHITE RIGID PVC DOMINION PLASTICS 1/ 9116MID SPAN t7 O g 1 1/16" 4'X " 5 POCKET COVER(EXT.TRACK) WHITE RIGID PVC DOMINION PLASTICS 1 1/16- 6 POCKET COVER INT.TRACK) WHITE RIGID PVC DOMINION PLASTIES 7 SASH COVER WHITE RIGID PVC DOMINION PLASTICS it n 8 REINFORCEMENT(SASH FRAME)15 GA. STEEL ALLOY 1008/1010' REGENCY PLUS,INC. y v 1 7/8" 9 INTERLOCK COVER WHITE RIGID PVC DOMINION PLASTICS a 10 ARTING STOP WOOD PT SYP G=0.65 MIN. � O INTERLOCK COVER 0 REINFORCEMENT 11 AM SWEEP LOCK 8 KEEPER STEEL TRUTH - 9 18 FIXED MEETING RAIL 12OOD SCREW INSTALLATION ANCHOR STEEL WHITE RIGID PVC SASH FRAME 0.070"THK. STEEL WHITE RIGID PVC 13 WN—APCON INSTALLATION ANCHOR STEEL ITW 0.050"THICK 0.066"THK. #8 X 1 1/2"DRYWALL SCREW STEEL — J• .P.E. 1_ Fy-30-50 SKI 15 /8.OA.INSULATED GLASS(SEE GLAZING GLASS EDGESEAL Fbrua RE N.40752 15/16" Fu=37.5-68.7 KPSI 0 DETAIL ON SHEET 3) 16 SIKA FLEX 552 SILICONE SIKA -I— ° 17 GLAZING STOP-FIXED LITE WHITE RIGID PVC DOMINION PLASTICS I - 1 3/4" /16"1 2 3/16" 18 FIXED MEETING RAIL WHITE RIGID PVC DOMINION PLASTICS v'u1� 1 ----�-3/4" 19 PANEL STOP/FRAME COVER WHITE RIGID PVC DOMINION PLASTICS 20 OCKET INSERT-FIXED PANEL WHITE RIGID PVC DOMINION PLASTICS 10 PARTING STOP21 FINSEAL WEATHERSTRIP VINYL ULTRAFAB 25 REINFORCEMENT 22 NYLON HOUSED METAL ROLLERS NYLON/STEEL SAUNDERS ENG'O PTS Pm o'%n7a ,LLC wooD FIXED MEETING RAIL 2 1/16 23 TILT LATCH POctFLUM VISION IND. Larowooa�.rna2ona STEEL 3214WD.I a9 bg.&k oo,n.00m 24 WEEP HOLE COVERS PLASTIC RO MAI o.osD•THICK 20 POCKET INSERT FePecertaw�.«aumodzanon Fy=30-50 KSI FIXED PANEL 25 REINFORCEMENT FIXED MEETING RAIL 15 GA. STEEL ALLOY 1008/1010 REGENCY PLUS,INC. No.25M Fu=37.5-68.7 KPSI WHITE RIGID PVC 'ASTM A-A1008A/A109 1 1/2- 0.060"THK. �_ PRODUCT REVISED u c.wjylns wlm"Fwds T—� UCoda Aopta 15/16' 13/16" Ex" aoe No » �— nllon T 5/8- I4 3/4- 1 1/8" M Dade Product 0 7 , .af NERC Pfoduct,tertification AuthorkizationRepatt, A.A` 0 V w q 4 kl, 777-7-� s Q -----!M!ariUf�ictUeer:�Regi)h�dyPli�,1ho.7'S Prod[6ct;Series.-.. D.buble Slide'* Simulailort Lab S N CIA-, 1�itia1,CqA!Date-.' IM,V I '.1 ." 1 .1 4n. I - gQqq`1, Street: 1024'Locust'Gap Hig*ay Pr6d4qi"Type:, HSS Sim.Report#-.' NCTL-110x1,405-V- Re-C-Odflcation'bati:o' 00#2,01:1 cltytst��/Zjp: mt.earmd,PA. 17�61 'AirLoak�J-0:' 0 1000 Sim"Report I batc 00/20/20-1.1 'Advis4d Date-f, Prifit.Diitei: 09/12/2011 % Test Date; 07�01/2011, Ei�i 'bon date: �01/01/20 d �talus Product Nurn. Winufacturer Code Frompf Glaz Louv�-E(Surfac-6) Gap Wljdli�i(s) $pac5ar JfGap Fill Grids Dividers 'nnt U!Factor SHG,�'\�7 "Coricl. Sash Lyrs I Res. 'Irb r 00012 00001 Imm LoE`A`966/AkG/'3 ;,01ear WN—V B39 SS-,D' 7'G/AlRz .022(2) F*T� (90/1Qj!i.N'L_ -`l OL;' '0 26! 0.20 6,46' %6 9 0.6 L 026 0.1t. Xj- `A69, -AW R OOD12-6600Z 3'mhiLoE',�66/ARG`/3�mm.Clea�r''T 39_� SS=D Fiji 1: &AI *.,(9 5,, C. tiF A A ;901j-w(iddOf -J rbm LoE3 3661ARG/5 mm 181 VY1VV 2X00-22(2),0.149(4}):-, b.�6dV SS.D -Fill,1:AgGWR.(90/10). IN :,tQL- A25: j 6'4.1 -47 000,13-0060� �3 nim LoE'_366/ARd&rTftl81 \(Y/\/V 0.022(2),O�14,5(4ff.'06 SS-D Fill 1:ARG/AIR(961i • Of- CL. 125 bti6l 0'36 -47 1 00014t6ftol OE3',36,6-)aminate: VYNV Q 0:022M 0.442 ss-b Fill 1A.Rd1A1F�-.'(90`Aq',)1 L, *20 0.45 '(�.1mm4�.09.0"PV!3+3;lmrh)/ARO/3mrii, 11014*1,01 L E'36, lamiriato 4 0 PV13 3 AR 0 34 (�3'm C Clear 00 J_g 0001 Cont.L, I am _Q _0 E 3 n t 000,19-OVO) (�QnfloE-36 laminate Wf\(q I o,022- _D Fill 1:�ARGAO(90110-vp 0 66! (2) o.442 SS 754� CL M+_09_6 P it, PVB+3 1 M /ARG/ Cleara r (q.fryim-f�O VB+3;1'ffi(n)/ARO/3rnT tee, a al x, A, t 7 T `50 le Alt 4 441 -7 'o r ty -3— 4— zw %w All Ik V tp P t ager, low, A. M AM MIAMI-DADE 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 TICE OF ACCEPTANCE NOA www.miamidade,g2y!V Regency Plus,Inc. 1024 Locust Gap Highway .. ,Mount PA 17851 6,4ScF&7GW7 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County 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 VelocityHurricane Zone. DESCRIPTION: Series"5205" Outswin White PVC Casement Window—L.M.I. APPROVAL DOCUMENT: Drawing No.RPLS0061,titled"Series`5205'Vinyl Impact Casement Window—LMI"'sheets I through 5 of 5,dated 10/14/08,with revision E 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 Prodon I Sectio SILE IMPACT .Lar a and Small Missile Impact 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. 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#08-1118.10 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. =April 3.08 rtuv�aw�oe counrry Ex014 A012ge 1 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No RPLS0061,titled"Series `5205' Vinyl Impact Casement Window— LMI",sheets 1 through 5 of 5, dated 10/14/08 with revision E 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 2 Uniform Static Air Pressure Test,Loading er FBC TAS 202-94 3 Water Resistance est, er FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of series 5205 vinyl casement window,prepared by National Certified Testing Laboratories,Test Report No. NCTL-110-11618-1, dated 10/02/08, addendum letters I and II, dated 10/02/08 and 01/20/09 respectively,all signed and sealed by Harold E. Rupp,P.E. (Submitted under previous NOA#08-1118.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by PTC,LLC, dated 11/12/08 and 03/12/09,signed and sealed by Paul E. Winter,P. E. (Submitted under previous NOA#08-1118.16) 2. Glazing complies with ASTM E1300-04 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. for their"DuPont Butacite®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 Per Product Control E er NOA No.12-0223.08 Expiration Date: May 06,2014 Approval Date: April 19,2012 E-1 Regengy Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1 Statement letter of conformance, complying with FBC-2010 d of no financial . interest,dated February 07,2012,signed an sea e y o ert J. Amoruso,P.E. 2. Laboratory compliance letter in the Test Report No. NCTL-110-11618-1, issued by National Certified Testing Laboratories,dated 10/02/08,signed and sealed by Harold E.Rupp,P.E. (Submitted under previous NOA##08-1118.10) G. OTHER 1. Notice of Acceptance No. 08-1118.10, issued to Regency Plus,Inc. for their Series 5205 Vinyl"Outswing White PVC Casement Window-L.M.I., approved on 01/28/09 and expiring on 01/28/14. k ppol 0, Manue Per E. Product Control Ex er NOA No.12-0223.08 Expiration Date: May 06,2014 Approval Date: April 19,2012 E-2 REGENCY PLUS, INC. R a SERIES "5205" VIATL IMPACT CASEMENT W VDOW- LAH N INSTALLATIONANCSO.RAGEDETAILS ogg a� a t2. ENERAL NOTES: w o U THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH \ 8.IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION INSTALLAfiON NOTES: VELOCITY HURRICANE ZONE(HVHZ)OF THE 2007 AND 2010 REQUIREMENTS EXIST,USE OF AN IMPACTQ 7.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE FLORIDA BUILDING CODE(FBC)AT THE DESIGN PRESSURE(S) PROTECTIVE SYSTEM IS NOT REQUIRED. INSTALLA�SHOWN. OR 13 REQUI�ATH HAVE AMUST E MADE F CORROSION COATING. MATERIAL OR 5 STATED HEREIN. A ANCHOR LOCATI7 $ THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON T.WINDOW FRAME MATERIAL:,WHITEPVC QA � 8.FOR CONCRETE BLOCK,DO NOT INSTALL INSTALLATION O 3 SIGNED AND SEALED TEST REPORT#NCTL-110.11618-1, (DOMINION PLASTICS,INC.N,O.A.07.1016.05) ��Z THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS ANCHORS INTO MORTAR JOINTS,EDG_DISTANCE 13 DATED 10/02/08,ADDENDUM DATED 11/05/08 AND ADDENDUM 8.GLASS MEETS THE REQUIREMENTS OF ASTM PRODUTHE CT INSTALLATION NUMBER F ANCHORS TO BE USED FOR MEASURED FROM FREE EDGE OFBLO . CK OR EDGE OF11 DATED 2 to kl DRAWING 1/®9 AND ASSOCIATED LABORATORY STAMPED E13OO-O4e1.® MORTAR JOINT INTO FACE SHELL OF BLOCK F3F-0 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR 9.INSTALLATION ANCHORS SHALL BE INSTALLED IN 2Q Z Z 3.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/ 9 X:OPERABLE PANEL FOR THE FOLLOWING: SH MWITH SREDI381/E4 NCHNG SHSHIM WHMAXIMUM SPACE OF 1 18 NCH N�LATNCE WITH CTIO R MANUFACTURERS N FACTURRE SHALL y��O b O � w MASONRY AND 2X FRAMING AS A MAIN WIND FORCE 2 F m RESISTING SYSTEM CAPABLE OF WITHSTANDING AND 0 10.A 1/3 INCREASE IN ALLOWABLE STRESS FOR WIND OF HIGH DENS C PLASTIC OR BETTER.CURS.SHIM(S)SHALL BE CONSTRUCTED NTS TUSED IN HE MINIMUM STR STRENGTH STH ST D BY THE a IF Z TRANSFERRING APPLIED PRODUCT LOADS TO THE LOADS WAS NOT USED IN THE DESIGN OF THE ANCHOR MANUFACTURER. w U y FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD AND TO BE REVIEWED BV AHJ. u PRODUCT SHOWN HEREIN.WIND LOAD DURATION 4.FOR INSTALLATION INTO WOOD FRAMING,USE#12 WOOD (qQ Q 2 FACTOR(Cd-1.6)HAS BEEN USED FOR WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1 .INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS w !I INCH 10pp�U mo 4.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHOR DESIGN. MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 7/8 HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH• D O Q ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE INC _ _. ATHE FOLLOWING PROPERTIES: V RESPONSIBILITY STRUCTUROF.BUCK DESIGN ENGAINNEER OR ARCHITECT OF ®IS THE 5.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/ A.WOOD_PRESSURE TREATED(PT)SOUTHERN S S w RECORD AND TO BE REVIEWED BY AFLI.q0 UMs01/41NCHRTW TAPCOWS OF SUFFICIENTDIRECTLY INTO CONCRETE/LENGTH TON"O ® LUMBER MUST COMPLY WITH OW PINE.MINIMUM SPECIFIC FFBC SECTIONS F 0.56:: 5.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE ACHIEVE 1//4 INCH MINIMUM EMBEDMENT.MINIMUM 2411.3.3.3 AND 2328.2 A3 TO WOOD PROTECTION:;- W GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FORA EDGE 013TANCE IS 2-12 INCHES.MINIMUM CENTER TO. ®B,CONCRETE-MINIMUM COMPRESSIVE STRENGTH,' SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DISTANCE 13$INCHES. 3182 pd AND COMPLJES WITH ACI 301 w DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,THEN 6.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE ®C.MASONRY•STRENGTH CONFORMANCE TO A37A4:' rn THE BUILDING OFFICIAL ELECT ONE OF THE FOLLOWING WALL FINISHES,INCLUDING BUT NOT LIMITED TO 690. OPTIONS: STUCCO,FOAM,BRICK VENEER AND SIDING. A.OUTSIDE HVHZ:REQUIRE THAT A LICENCED Robed J.Am ,P.E. ENGINEER OR ARCHITECT PREPARE AND SUBMITSITE 1 Fbdde PE Na 49752 SPECIFIC DOCUMENTS F USE WITH THIS DOCUMENT TO BE REVIEWED BY AHJ.A B.INSIDE HVHZ:REQUIRE THAT A ONE TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL bti DIVISION. ;PTO Product f/Ilkelp/�n Group,LLC PO Boi 520775. • FLSg7524775 TABLE OF CONTENTS 121.8 kftopto�. FBPE C.11161-df Aolliorizwwn SHEET REV. SHEET DESCRIPTION Na 25935 1 E GENERAL AND INSTALLATION NOTES 2 E ELEVATIONS PRODUCPRBV188D r oomplyirta wllh Ute FbdQB 3 E VERTICALSECTIONS ow 4 E HORRONTAL SECTIONS 6 GLAZING DETAIL DESIGN PRE88URE RATING(PSF) IMPACT RATING iwo No on L 5 E COMPONENT$,BILL OF MAIERULLS&CORNER ETAIL- •55.0 •65,0 LMI By r Miwht p a � a 10"O.C.TYP. N HEAD&BILL PARTING STOP Q ANCHORS s ®4"FROM WINDOW a �R 2 8 � FRAME CORNERS 3.75'TYP.FROM PARTING 8 hu 36.00"MAX. HEAD&SILL ANCHORS STOP CORNERS HEAD&SILL WIDTH PARTING STOP ANC w o v 34.125" AX. D.L.O. 4'FROM WINDOW 4 3/4"FROM PARTING D FRAME CORNERS STOP CORNERS BJAMB ANCHORS PARTING STOP 3 ANCHORS 3 o — — — } ZOE 8.5T O.C.TYP. a ug JAMB ANCHORS= i i 3Six< m y V F W 66.1876" 70"MAX. ® I 7 5/16'O.C.TYP. 0- o z MAX- PARTING STOP t�LU ' 66.00" ® U IT 68•MAXv UA4gX D.L.O. HEIGHT W/ WINDOW HIEGHT® ANCHORS NIT PARTING HEIGHT ui 4 4 STOP 4 ®REINFORCEMENT WOOD SCREW &,w 8 4 t 9.5"O.C.TYP. INSTALLATION ®HEAD&SILL ANCHORS(TYP) w_ ANCHORS iTAPCON rn INSTALLATION — REINFORCEMENT® ANCHORS(TYP) RaDmtJ.Amo vw%P.E. lip ----- Florida P.E No.49752 A C 3 3 I _ 36"MAX.WINDOW f WIDTH 38"MAX.UNIT WIDTH W/ er�Pmaaoa.�y soup; PARTING STOP® Po LLc 9oa sxo77s. LWW-Oed;FL 32762-9775 ELEVATION PEs : EXTERIOR VIEW A ANCHOR LAYOUT x5955 EXTERIOR VIEW PRODUCT mim D as�mPlId YltgaYWO�eiflttdda . 6x tieHon Drts BY .. .. m-aria P,." WOOD BUCK ANCHORING 17 WOOD BUC ANCHORING .�' no BY OTHERS »WOOD PROTECTION SEE NOTE O #6 WOOD SCREW QA ® IOA, SHT. 1) BY OTHERS QA INSTALLATION ANCHOR BY OTHERS PT WOOD BUCK ONE o a ® ONE BY PT WOOD BUCK 1 1/8" MIN. BY OTHERS(SEE NOTE 3, SHT. 1) EMBEDMENT WOOD FRAMING BY OTHERS BY OTHERS N a o CONCRETE OR.MASONRY #8 WOOD SCREW 17 (SEE NOTE 4, SH. 1) (SEE NOTE 3, SHT. 1),A BY OTHERS SEE NOTE 4, INSTALLATION ANCHOR 1 1 8" MIN. u ( 20 SHEATHING-\...,. ASHT.1) % •. BY OTHERS EMBEDMENT o �R CL biz EXTERIOR FINISH '' d•• • • .a � 20 BY OTHERS ° • ' 4. . "'. ®EDGE DIST. EXTERIIORBY pFHEISH rEDGE DIST. 5 �1A PERIMETER CAULK 1/4" MAX• PERIMETER CAULK 1/4" MAX. BY OTHERS SHIM SPACE BY OTHERS 2 20 1 18 #12 WOOD SCREW ¢ o 1/4" ITW TAPCON INSTALLATION ANCHOR 20 1 INSTALLATION ANCHOR 3 m is I—v-1o� (1-1/4" MIN. EMBED., 2-1/2" MIN. E.D.) (1-1/2" MI 15 N. EMBED., z 4 ® �[3 7/B" MIN. E.D.)® 2 Q 3 _ 13 D 7 2 Igo a? on CR W 6 A13 7 I 6 14 5 MAX. EXTERIOR 5 WINDOW 14 SECTION B INTERIOR 3 MAX. 14 EXTERIOR INTERIOR HEIGHT WINDOW SECTION D 68Q Q13 5 HHEIGHT14 3 b QA A 13 I 5 . 4 w 12 I 4 2 INTERIOR7 12 6 15 EXTERIOR n 2 D I T 7 0 10N4bel J.Amoiuso.P.E. 15 EXTERIOR 10 FWdb P.E.No.49752 1/4" MAX.19 g o SHIM SPACE 1 18 19 8 1/4" r W TAPCON INSTALLATION A®OR 1/4" MAX. 1 12 WOOD INSTALLATION ANCHOR 20 (1-1/4" MIN. EMBED., 2-1/2" IN. ED.) SHIM SPACE 21 ( STALLA MIN. EMBED., " MIN. E.D.) 17 #8 WOOD SCREW 3 8 MIN. EDGE DIST INSTALLATION ANCHOR PERIM R CAULK rr(tProauct' a, 3/8" MIN. BY OTHERS 20 Poea" 7Group.� CONCRETE OR MASONRY "a ;•.. 4 EDGE DIST. 1 ld�io�'O 8 Ft n-0775 SHEATHING 0 3214"17a moo,.«.� 62 .'d '.. - • MPEC•nllotledAuMcN=Nbn A(SEE NOTE 4Y SHT. 1) • PO BY OTHERS �' BUCK BBYPOTHERS® No.25995 ONE BY PT WOOD BUCK d ' d (SEE NOTE 3, SH. 1) BY OTHERS® •' • WOOD FRAMING BY OTHERS PRODUCT'RmsuD (SEE NOTE 3, SH. 1) *WOOD PROTECTION (SEE NOTE (SEE NOTE 4, SHT. 1) #8 WOOD SCREW 17aticomPbwith MwTTorid9 10A, SHT. 1) BY OTHERS INSTALLATION ANCHOR No MIN. ® QA EM EDMENT WOOD BUCK ANCHORING EAl i«� QA EMBEDMENT WOOD BUCK ANCHORING SECTION C 6Y OTHERSQ By SECTION A BY oTHERs® W D.dST,oe„�, T ®3/8" MIN.• x EDGE DISI. ®3/8" MIN. h m 8 INTERIOR 1/4" MAX. SHIM SPACE EDGE DIST. v w ; a 3 22 5 4 6 7 10 16 1 20I 1/4" MAX 1 1/4" MIN, EMBEDMENT 1 1/2" MIN. EMBEDMENT CONCRETE OR MASONRY q 1 1/2" MIN. SHIM SPACE .: BY OTHERS (SEE NOTE 4, �DGE DISTANCE INTERIOR a • SHT. 1) *WOOD PROTECTION 3RE 3 22 5 4 6 7 10 16 1 20 •' BY OTNOTE HERS 1� SHT. 1) ko a R w 7MIN.® 4" 18 EDGEE D DISTANCE 4• 1/ TTW TAPCON • INSTALLATION ANCHOR WOOD SCREW INS 21 • 1' MIN.® INSTALLATION ANCHOR 'a EDGE DISTANCE Do D B 1 1/8" MIN. ANCHORING '. •. WOOD BUCK EMBEDMENT BY OTHERS BY OTHANCHORIERS g a �I �a 0 3oa EXTERIOR #8 WOOD SCREW 17 • 2 1/2' MIN. ¢ C� 14 13 2 15 20 INSTALLATION ANCHOR ; • EDGE DISTANCE Z `� �Iz .• z V, t:Wy 1 c m W PERIMETER CAULK a e ' 1/8" MIN. qx a U yU f BY OTHERS BSHEATHING � HERS "• .;EMBEDMENT Z ONE BY PT WOOD BUCK '(MIN. 3/4") BY OTHERS u1w O o`auj •.Q OV V a� WOOD FRAMING 0 a Q) (SEE NOTE 3, SHT, 1) BY OTHERS (SEE EXTERIOR c So NOTE 4, SHT. 1) SECTION E 14 13 2 15 20 *WOOD PROTECTION N EXTERIOR FINISH NOTE 10 SHT. 1)NISH B1 OTHERS PERIMETER CAULK BY OTHERS in= 7/8" O.A. GLASS CONSISTINGOF: BY OTHERSa EXTERIOR LAMINATED GLASS W/ HE FOLLOWING MAKE UP: WINDOW WIDTH ONE BY PT WOOD BUCK BY OTHERS to 1/8" DSB ANNEALED GLASS/ 0.090" DUPONT "BUTACITE" INTERLAYER/ (MIN. 3/4'7 (SEE NOTE 3, SHT. 1) �'' 1/8" DSB ANNEALED GLASS W/ A 1/2" AIR SPACE USING A DESICCANT MATRIX STEEL SPACER SYSTEM & AN INTERIOR SECTION F # Rob•rtJ.Amm�xo.RE 14 1/8" TEMPERED DSB GLASS ® 8 WOOD SCREWt7 Floft P.E.Na.o762 INSTALLATION ANCHOR 13 EXTERIOR FINISH BY OTHERS 2 IP7d P.Av neegirr w.LLC• PC tlmr b2lA76 1 l'a�pwuo4 FL 32762-0775 6218D0.174 kki*w-pp- 1/2"\ 13 FBPE Cer66uM.otparwieeuor a � MIN. No,� GLAZING BITE OnttcrleevlssF3o Q nPTy tN6 Pbrldn s Nu 2• Arron nm GLAZING DETAIL 12 r uan Product o Q MAIN FRAMEO SASH FRAME GLAZING BEAD SCREEN FRAME VENT REINFORCEMENT 20 -PARTING STOP y 0.090" TYP. WALL THICKNESS 2 0.090" TYP. WALL THICKNESS 0.070" TYP. O 0.045" TYP. 15 0.055" TYP. N.A. TYP. WALL THICKNESS WALL THICKNESS A WALL THICKNESS WALL THICKNESS 3.250 2.459 0.552 q c 0.725" 1/2" �0 1.383 � � 2.527 2.424 �o8 `1S 0.940" 0 D .354 1-0.445- WELDED --0.445•WELDED MITERED CORNER CONSTRUCTION A go „ W U. f W BILL OF MATERIALS OEM/ PART III myl DESCRIPIDa SOmat MCETWL K J Yea 1 1053 WNIE 4 1 AWN FRAME DOMNDN PIASIICS WHITE PVC 5� '000, 2 1004 WHITE 4 SASH F11AME DOMINION PIAS= WHITE FVC oN 1 3 1103 WHITE 4 QLALN0 ME M DOMINDN PLLSIICS WHIFF PVC 4 ILN172-NW 4 SCREEN FRAME SHAPED UNLIME0 MOD VINYL 'FZ 01,/ a FOtax1ami 1 FISERO ASS SCREEN HANOVER WARE FIBERGLASS MESH WR 9 IX-FLX-0195-RK 1 SCREEN SPLINE PLASM HOLLOW� U 10"O.C. 7 930'x 4w 4 SCREEN CORNER KEYS SLNW METAL H E SDA7.79AI t 1 OPERATOR/AROWµE ASSnMY TILFIH _ - �P'I a 24-a4--32-002 1 MIT LOCIE ASSMSLY �N ---_ 1 ® 10 $702-049 a SCREEN Cup ASHLAND 1001D vDFW. 11 1'X 1 X 1 1 FLAY WEEP FILTER WHITEI 14 TOWER FOM R DIW J..F-Nm 0,P.E. 17 FTo11de P.E N0.49732 12 2NB-eK-.125-026-029 4 OIAZYD PADS FRANK LOVE 13 SMA FLEX 032 - 91PACT OIALN SFMANF SMA CORP. SILICONE \ 14 1 .•SUATEO LAMINATED GLASS AF.0. CLASS A f0 --- 4 VEM dOLLABI 1018 --- CALVANEED SMELHOF NE0 00 v i8 2194292 10 SNUBBER VELE%= IRVIN METAL 17 ___ - <f0 x I a/6'W000 INSFNIATIDII SCREW STEEL Its PCO _ Ile TAN INSTALIATM ANCHORIIW Y 07-031 STEEL ! ' •. IO 32384.92 1 11.6 TRACK OPERA70R TPNH __ I 20 --_ 0 PARTI SFOp(V/OOp 1/T x 1 1 (SEE NOTE 1M sHr.1) �� Pr PINE aCOD ® o"om MLl® .• � oyoROFGVP.LLC 21 - - - Itx W000 WSTILATION saEw stEEL QBox 32(1777b 17 A 321$ FBEC rfte'NJoD®tApw tmwtzauca NOTE: DETAIL ASHIM Na 203om 1X PT WOOD BUCK PRODUCT RWM M PARTING STOP EXTERIOR PERIMETER ® BY OTHERS REC001PIYiBBwm*AFlod& Building O9d4 • TO BE SEALED TO 1X PT WOOD$UCK A«9P19n9erh WITH SIKA 551 SILICONE ® Fxpirati DM9nY I Mi _Dadel'Foduc 4. d.Certifidgti Jn AUthdrilzatidn Report; PRC Produ 0 Manufacturer:- Rgg e ncy� eoduct Sedii16%Casen667' Simulation onLab' Initi6lCeA.Dme ',-1719/2001 tr S eek: 1024 LoG*Ust Gap�Hl Highway;" CS$V 5Jipm R i6p,0 NCTL-Ij 0-14029'-01-"' R�j�-4teedjffcjjtlon 1 Oel�- - '* ' V, rj 'ea age; 16j , ' Revised � Alt- edbhte- A110,000 Sim.,Rep6rVDate:., Print-Oate: 0911 �I( 'I Fxp�itlon'D6te:- 67103/205 2QO 11 Ust;DA6: Q710/201J J, ., 1� mj i t� g�� f� -&�r talus ProducvNum. Man I ufaclufer Code Frame/ Glaz Low-E(Surface) Gap Wldth(s) Spacer GOO FOI Grids DivideTintLJ-Facto*r VdCI'*,/T Condj Sash O,rs 60dlZo6wl 3 mrn'LOP 3Res 66/ARG[3n)m Clear 0:022(2),� 6,639, SS4D Fill-'-!:ARG(AIR'(9011 0 N� +`0 18' 0.40 6 'CE • 027 2 3' Z 71, 600.1'2-'OOOQ� min Lol�'366/ARG6mm,Clear W, /vv, 2 0;04(2) 1 0111: 5 , V....... 0.. .36- 162' 00013!0000I 3 mrn L6E3<366/ARG/3.rnffi.i8-'1 W& °2 022(20 149(4) 0:639 'SS-D 'Fill 1:AR AIR(90 1.0), N CLI 6Nf',0.16rV35 49. 00013-00002 31n�fn LoEi3O6AA-k �nrri--18111 V-VA/V 5 O,a2 '49' p:639 *PS�D- P��IR 90/1 GO . Fill O�T C ;�in in. 001400001/ WE 36"'ariQqIeI' ' _3 P, -"'1-nIn 4 V"+ or m+.090" IoE'366'lar * 11 O.P22(2 (90/10)eN, 0' 0.40 62,,, --oiQa e wlv� 0 4442 SSD Fill I RGIAIR L �26, — (3 1;1 PV9-�Vrn�n r�A�d/jrrlm o C- L 01bobol Ont 'E.,366 jamlnaj�, �M.090_PVB 'I 6L O�,17 666i,�-aobm Cont 126V,36�41rnlrlatd, OMI(2), 0$42 WmD� Fill f?'�MG(AiR,(90110): (3, mm Clear Vnm4;.09D6PVB+ 4 y A* ipq 7j' -0 4 j, i m -Ievly - 77T.' z 7 -7 V i--Ly J MIAMI•DiADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Boom 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.Miami e. ov/ er awson n ustries,Inc. 8501.NW 90 Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County 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 ' e Hi h Veloci Hurricane Zone. ;DESCRIPTION: Cli ped Extruded Aluminum�beMul' on w/andw/o Steel Reinforcement—L.M.IAPPROVAL DOCUMENT: Drawing No.LAWML-1001,titled"Aluminum u e- u lions 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 Miami-Dade County Product Control Revision stamp with the fN ' e tance number and expiration date by the Miami-Dade County Product Control Section. SILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING:.Each unit shall bear a permanent labe wt e m u a is 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. TERNIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure .to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida,. and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 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. f NOA No.12-01.21.07 rtuu7F°'°'uE tour+rrr Expiration Date: May 30,2017 APPROVED Approval Date: March 29,2012 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 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.HETI-02-1714, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under NOA# 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 steel channel reinforcement,prepared by Hurricane Engineering&Testing, Inc.,Test Report No.HETI-02-1716,dated 8/27/02, signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under NOA# 03-0225.07) 3. Tensile Test report on 0.10"thick wall aluminum tube mullion,prepared by Hurricane Engineering&Testing, Inc.,Test Report No.HETI-02-T071,dated 09/16/02,tested per ASTM E8,signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under NOA# 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. PTL-1383, dated 2/13/96, signed and sealed by Gilbert Diamond,P.E. (Submitted under NOA#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. Droz-Seda,P.E. (Submitted under NOA# 03-0225.06) Manue-Perez • Product Control Exa6VG. NOA No.12-0127.07 Expiration Date: May 30,2017 Approval Date: March 29,2012 E-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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-02-1717,dated 8/27/02, signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under NOA#03-0225.06) 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. (Submitted under NOA# 03-0225.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, 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 1. 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, Inc. 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. Manuel P ;P.E. Product Control finer NOA No.12-0127.07 Expiration Date: May 30,207 Approval Date: March 29,2012 E-2 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT ANCHOR/CLIP ANCHOR CLIP AND CAN BE USED WITH ALL LAWSON'S MIAMI-RADE qty r GLAZING / COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. e HORIZONTAL MULLION o q PRODUCT 3 RECTANGULARALUMINUM TUB MULLION 12- y ANCHOR/CLIP HORIZONTAL MULLION GLAZING USING MULLION PROPERTIES ONLY n h a FPRODUCT 3 < n rn d " .,1 ' + tv GEN OTES: o w Z ° t. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE .. ,ti 3 REOUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING VERTICAL + a HIGH VELOCITY HURRICANE _�.I c O VERTICAL II c z q z MULLION ; LAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE w= ` O p MULLION APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS LE:WIND LOAD, WATER m�a ! � A o 3 INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. z II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS, GLAZING GLAZING GLAZING GLAZING 3 INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. ? ' PRODUCT PRODUCT PRODUCT 32 In PRODUCT .. 4.WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER 7 3 LOADS TO THE STRUCTURE. 5.ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORSIle a EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. IEE ANCHOR/CLI 3 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS O a z:xS ji. ARE NOT PART OF THIS APPROVAL. p, 7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. W7 B. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS;W2 W3 94 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALT.MEET MULLION SPAN MULLION SPAN THE REQUIREMENTS OF THE 2010 FLORIDA BLDG.CODE- SECTION 2003.8.4. Wt + W2 + W3 WIDTH (W) = 2 MULLION & CLIP NOTES 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET 2 OF 10 FOR DETAILS AND NOTES. ANCHOR/CUP ANCHOR/CLIP • REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 't ('- HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET 4 OF 10 FOR DETAILS AND NOTES. e GLAZING ' REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 4 3 s yy VERTICAL PRODUCT ��. 3 a 3, FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS d MULLION / 3 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. 4 ( + N • REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS z GLAZING GLAZING �d PRODUCT PRODUCT va GLAZING GLAZING II z z PRODUCT PRODUCT o VERTICAL N 3 ANCHOR/CLI MULLION = ANCHOR/CLIP III•.ff p •••:y W7 W2 'J �• •u.u.A;, Wt W2 '� [�s•� W MULLION SPAN �•x * Q PRODUCT REVISED ornmplyirgwi0tthoFbtide j.'.• •..•, WIDTH (w) wt 2 w2 WIDTH (W) — wt + w2 BuuaitgCoae .,e 2 Aecepaaae.No. Ex ImIm Date /7 i' �, •' * '/ ,, I TYPICAL MULLION ARRANGEMENT D ' MI e 1 6 Q Ib90 L 125 fyn .156 TYP. _ .062� 1.500 r 1 +� .06 C 125 b T- .0 S.0 0 I..o34MIaS00 .062 M� 3 � e A'�0 ..000 .113 7.732 .125 T- 3.000 3.062 3.000 .115TYPICAL 1.500 2 TUB WINDOW FRAME z.000 1.73e RA 2.000 2i 4 v ! X A UL STD. C x m 2X MULLION IPS h W x Z O a 6063-TG f I a0 3 d '�' QQj• O .I88 ,102 {�-1.000 •IS6rl AGE1.000 6.000 i.062 1.100 IL is" NOTCH 1' 2 X 6 I.IBB �L. OPTIONAL STD. TUBE IX 4 1 X 3 1 X 3 1 X 2 1 X 2 MULLION CUSTOM M ION CUSTOM MULLION CUSTOM M I ION CUSTOM MULLION CUSTOM MULUON a fla S 6063-T6 0063-T6 6083-T6 6063-To6063-TG Ix 2.070 in! Ixx: 1.000 in! Ixx: 0.950 in! Ixx: 0.370 in Ixx: 0.330 ir� o • • Szx93 : 1.035 ins Sxx: 0.667 ins Sxx: 0.633 ins Sxx: 0.370 ins Sxx: 0.330 ins p earoo • (FLANGE FRAME) (FIN FRAME) (FLANGE FRAM (FIN FRAME) (FLANGE FRAME) , '7' bi STANDARD TUBULAR SHAPES f/1 2.000 . :i TYP.WALL 125'ALL S o li ALLOY-6083-T6 r.J 750 •ITYPICAL •125GLAZING PRODUCTa2. 1.000 2.000 a23 2E30 1.000 a23-! 6A0o .125 3.000 fg 4.500 Lu 2.000 2.000 1000 ..000 6063-T6 S MULLIONS •ONTAININ• 1 X 4 1 X 3 1 X 2 1. STD. 'TUBE MULLION STD. TUBE MULLION STD, TURF MULLoff� a TYPICAL GLAZING PRODUCT 2 X 6 5053-TG 6063-T6 6063-T6 OPTIONAL .HORIZONTAL OR VERTI(`AL 2 % 4 Ixx: 2.070 int Ixx: 0.950 in Ixx: 0.330 ins o • STD. TUBE MULL ION STD. TUBE MULLION Sxx: 1.035 ins Sxx: 0.633PR14�DUCT Sip 7tTI (n�330'ins SEE WINDOW OR DOOR APPROVAL FOR 03 e0mp171TIg i1h BIe TW A FASTENERS SIZES AND SPACING 6063-TG 6063-T6 DUNlding • • Ixx: 8.260 tns Ixx: 2.980 in! A0°im�N Da 9" 77 g x z Sxx: 2.760 in. Sxx: 1.490 in, ��4� CLIP LENGTHALUMINUM MULL "1," INSTRUCTIONS: USING MULLION PROPERTIES ONLY 1 X 2 1.688• USE CHARTS AND GRAPHS As FOLLOWS. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT 1 % 3 2.688' STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. AND CAN BE USED WITH ALL LAWSON'S MIAMI-GAGE °O�•', ••Z��i� COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. �' LL d•.y�� NOTCH I X 4 3.688' STEP 2 REouwEMENT�S.GLAZING PRODUCTS MEE7.16 ABOVE LOAD ;� „.,� C QL, OPTIONAL 2 X 4 3.688" STEP 3 USE CONKCT90N TO MULLION AS PER PRODUCT * FW.. ,Z i� APPROVALNOTES: •O v:0- ..IRS.125 MIN. 2 X 6 5.688• STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER.TO THE GENERAL NOTES ON SHEET , 2.000 1. ALL CLIPS AND ANGLES ARE TO FITUSING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. ' % Fq.r- � I STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED .....• I - SNUG ANTO TUBE MULLIONS. - IN STEP 1 ABOVE. 2. MULLIONS MAY BE-ORIENTED.VERTICALLY.._OR i 6iiD 2. WHERE ANGLES ARE NOT FR SNUG USING ANCHOR TYPES ON SHELT 6 TNRU 9 AND ANCHOR CRAMHORIZONTALLY.INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9,SELECT ANCHOR TYPE WON DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION I--2.000 ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE• ARRANGEMENTS OR STACK CONFIGURATIONS. TUBE MULLIONS TUBE MULLIONS TUBE MULLIONS Width w MULL SPAN 1X2 1X3 1X4 2X4 2X6 Width MULLSPAN 1X2 1X3 1X4 2X4 2X6 Width w MULLSPAN 1X2 1X3 1X4 2X4 2X6 y 18 150.0 150.0 150.0 150.0. 150.0 18 28,3 61.5 150.0 150.0 150.0 18 19.3 42.1 80.5 150.0 04 z j 24 150.0 150.0 150.0 150.0 150.0 24 21.2 61.1 133.2 150.0 150.0 24 31.6 45.4 126.2 o p t 30 123,0 150.0 150.0 150.0 150.0 30 17.0 48.9 108.5 150.0 150.0 30 25.2 38.3 100.9 Io 1 y w 36 102.5 150.0 150.0 15QO 150.0 36 40.7 88.8 127.8 150.0 36 21.0 30.3 84,1 M el to o 42 97.9 150.0 150.0 150.0 150.0 42 34.9 76.1 109.5 15QO 42 18.0 25.9 72.1 V)-9 v o 48 38.318" 76.9 150.0 150.0 150.0 150.0 48 74-0l4" 30,8 66.6 95,8 150.0 48 120" 15.8 22.7 83.1 0 0 .. O a 5 64 86.3 137.8 150.0 150.0 150.0 27.2 852 150.0 64 20.2 58.1 60 61.5 123.9 150.0 150.0 150.0 60 to-11 24.4 53.3 78.7 144.2 60 18.2 50.5 3 66 55.9 112.6 150.0 150.0 150.0 22.2 49.4 69.7 131.1 66 18.5 45.9 z� u o z 72 51.3 103.2 150.0 150.0 150.0 72 z 20.4 44.4 83.9 120.2 72 15.1 42.1 W= L O 78 47.3 95.3 150.0 150.0 150.0 78 18.8 41.0 59.0 110.9 78 9 .In o=a 18 89.3 150,0 150.0 150.0 150.0 18 56.3 122.6 150.0 150.0 18 31.6 45.5 126.4 oI 24 97.0 150.0 150.0 150.0 150.0 24 42.2 1 92.0 1324 150.0 24 23.7 34 1 94 8 Z 30 �i 13 53.8 142.3 150.0 150.0 150.0 30 33.8 73.8 1058 150.0 30 k 36 - 19.0 27.3 75.8 121 W w R 44.6 119.8 150.0 150.0 150.0 36 28.1 61.3 8863 150.0 36 15.8 22.7 83.2 S 38.3 101.7 1 .0 150.0 150.0 42 24.1 52.6 75.7 150.0 42 19.5 54.2 E--' 60dl8" 33.5 89.0 145. 150.0 15D.0 48 84" 21.1 46.0 66.2 140.8 48 132" 17.1 47.4 64 29.8 79.1 -12F.-2 150.0 150.0 64 18.8 40.9 58.8 125.2 64 15.2 42.1 O 60 26.8 71.2 116.3 150.0 150.0 60 16.9 36.8 53.0 1 1127 60 37.9 j X z 66 24.4 84.7 105.7 150.0 150.0 66 15.3 33.4 48.1 102.4 86 O o ] ; 72 22.3 59.3 96.9 139.5 150.0 72 - 30.7 44.1 93.9 72 _ _ 3i,$�0 ; :. p . 78 20.6 54.7 89.5 128.8 150.0 .78 - 28.3 40.7 85.7 78 28 ;r: 0r�4 18 62.6 150.0 150.0 150.0 150.0 18 37.7 82.1 118.3 150.0 18 24.3 35.0 W.4'`.- a 24 48.9 135.1 150.0 150.0 150.0 24 - 28.3 61.6 88.7 150.0 24 18.3 28.3 73.0:'.` 37.5 108.1 150.0 150.0 150.0 30 22.6 49.3 71.0 150.0 30 _ 21.0 58.4-'' e 36 31.3 90.1 150.0 150.0 160.0 36 18.8 41.1 59.1 143.8 36 - 17 5 48 7• j 42 26,8 772 131.1 150.0 150.0 42 - 16.2 352 50.7 123,2 42 15.0 41.7 48 57" 23.5 67.5 114.7 150.0 150.0 48 96" - 30.8 44.3 107.8 46 144" - - - 36.51ll 64 20.9 80.0 101.9 146.8 150.0 64 27.4 39.4 95.8 64 _ 5,.� 60 18.8 54.0 91.7 132.1 150.0 60 24.6 35.5 88.3 60 29 2 66 17.1 49.1 83.4 120.1 15QO 86 - - 22.4 32.3 78.4 gg _ 29.8 72 15.6 45.0 76.5 110.1 150.0 72 20,5 29,6 71.9 72 _ 3 o a 78 1.6 70.8 1 101.6 15QO 78 - 19.0 27.3 88.3 78 - - 22.5 w 18 48.3 133.4 150.0 150.0 150.0 18 28.5 57.7 83.1 15Q0 18 - 31.0 86.C, $ o 24 34.8 100.0 150.0 150.0 15QO 24 19.9 43.3 62.3 150.0 24 23.3 84.8::..' 30 77.8 80.0 150.0 150.0 150.0 30 15.9 34.6 49.8 136 3 30 18.8 51.7 36 1^ 23.2 66.7 125.2 150.0 150.0 38 28.9 41.5 1138 36 - 15.5 43.7 � 42 18.9 67.2 107.3 150.0 150.0 42 24.7 35.6 97.4 42 48 17.4 50.0 135.1 150.0 48 108" 21.8 31.1 852 48 1�" - 32'3 F Cd 15.4 44.5 83.4 120.1 1b0.0 64 19.2 27.7 75.7 64 28.7 u 60 40.0 7 .1 1081 150.0 60 17.3 24.9 88.1 60 _ 25.8 $ 66 38.4 68.3 98.3 150.0 66 - 15.7 22.7 62.0 66 23.5 72 33.3 62.6 90.1 150.0 72 20.8 56.8 72 _ 21.5 ` s 78 30.8 57.8 83.2 150.0 78 19.2 52.4 78 - - 19.9 jj 1 11 NORRONba.MULLION ,a�o1111111/q�� VERTICAL ;%' 'PRODUCT ` 3 NPI•A MULLION ARRANGEMENTa eeeeeea...;......��j, MULLION ARCHES TO BE INSCRIBED e�0•••. :p-, GLAZING zZ INSIDE RECTANGULAR SHAPE J� :; LL d:y GLAZING GLAZING 0 Q NOTE: ` ��• PRODUCT PRODUCT a 0 In MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED PRODUCT RBVISBD W # - 2 N as with the Ftodda Oj - GLAZING GLAZING 3 VERTICALLY OR HORIZONTALLY, BuBldNngrCob fA tv - PRODUCT PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) Aecephum No o I .. -. .. - BxPindon-Date . $ i�i�y� •...... B,, mI W2 MULUON SPAN WT Wt WIDTH (W) = 2 YLami' Product ��IIfill 11`,, FI _ c L690 .123 1.000 .062 388 •312 1.000 1.300 .136 TVP. __ .123 A'- 62 J25 380 C° �t w DO 1.403 3➢00 + 4.000 .113 1.732 < G'! z 4 2 X 4 3.000 .0000 3.062 O Io W o 4.000 3323 3.000 2.688 m p�N Z V a T TYPICAL 3 MULLION WINDOW FRAME Z R 4.300 2 ° Z UL 2X MULLION CLIP �-- , i0 3 Z yyO m 6063-76 A88 .102 .1s6r .102 1.000 d 2 X 6 1.062 1 X 3 lase , •p1 v 1 tS..x' NOTCH 'L' 6.000 4 1X4STD. TUBE MULLION 1X 3•L• OPTIONAL MULLION I 1 X 3 S003-T6 CUSTOM MULLION v8063-T6 CUSTOM MULLION 8063-T83-T 6063-T6 .134 I%%: 2.168 in4 Ix%: 8 in 09 int Ixx: 4.709 in Ixx: 2.168 in.355 ins Sxx: 2.355 ins Sxx: 1.445 ins Sxx: 1.445 ins : 1 4783 o E FRAME) (FLANGE FRAME) (FIN FRAME) • STANDARDL TUBULAR SHAPES v •. .i TVP.WALL - .izs'ALL r1520 p "a j ALLOY- 6063-TS ^ Q, .730 TYPICAL `•/ r U 4 GLAZING PRODUCT 2.00D 2.000 325 2.250 .000 L625 Z •V [[L 4.000 f• 1 •I 6.0OD 4.300 4.000 •123 s+ o 1 X MULLION CLIP 3.000 4.000 3323 g 3 0 6083-T6 i d ^4' « L NOTCH •L• A w OPTIONAL ORIZONTAL OR VERTICAL PRODUCT RBVISEO) es compIYing with the Ploelda DuiW(ogCode • • SEE WINDOW OR DOOR APPROVAL FOR X 6 2 X 4 Acceptmoe Na 7 FASTENERS SIZES AND SPACING STD. TUBE MULLION Hxpbution Dole • • X 8053 6063-Ta y 1%x:19. 8 `. Ixx: 7.649 jri lax cl i9 r 90P.TIONAL CLIP LENGTH S%x• .549 in. Sxx: 3.825 insN M NIN TR TIYULL tI I P1 X 2 1.688• CHART$AND GRAPHS AS FOLLOWS. ,a,,se * a� A,* THESE MULLIONS ARE RATED FOR LARGE MI LE IMPACT evO$ ••••••••••',YYZDETERMINE OESION LOAD REOUOTED FOR PARTtCIMR OPEN6IG. Oh •- 1 X 3 2b88• AND CAN BE USED WITH ALL LAWSON'S M DE m% • LL 6• �USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. ;Ymit, O 1 X 4 3.688• REOUIREMEWM A USE CONNECTION TO MULLION AS PER PRODUCT 2 X 4 3.688• STEP 3 APPROVAL. NOTES: N •L 123 MIN' 2 X 6 5.688' STEP 4 SPECIFY MAxIMURA SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET 4i �q `�• 2.050 USING CHARS ON SHEET s OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. �•• 0 �� 1. ALL CUPS.AND ANGLES ARE,TO.FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 2N WHEREOANGBLESMAREIONS. IN STEP I ABOVE. NOT FIT SNUG USING ANCHOR'TYPES ON SWEET 6 THRU 9 AND ANCHOR CHARTS 2 HORIZONTALLY.ULLIONS MAY BE ORIENTED VERTICALLY OR �o•-�j�,,,,;'•* • � ANGLE CUP INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 oN SHEET 9,SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULUON 1 � eaaJ-ra ,8.000 ANCHOR DETAIL AT SHEET 9 OF 10. MORE LIMN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE, ARRANGEMENTS OR STACK CONFlGURATIONS. e STEEL REINFORCEDTUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS Wldth w MULLSPAN, 1X3 1 X 4 2X4 2X8 WIdthjwj MULLSPAN 1X3 1 X 4 2X4 2X8 Wldth w MULLSPAN 1X3 1 X 4 2X4 2X6 18 150.0 150.0 150.0 150.0 18 150.0 1 150.0 150.0' 18 44.0 95.7 150.0 _ 150.0 24 .0 150.0 150.0 150.0 24 139.5 150.0 150.0 150.0 24 33.0 71.8 116.6 150.0 p 30 150. 150.0 150.0 150.0 30 111 150.0 150.0 150.0 30 26.4 57.4 93.2 150.0w w y e 36 150.0 150.0 150.0 150.0 36 .0 150.0 150.0 150.0 36 22.0 47 77.7 150.0 •;;�o0 3 42 150.0 50,0 150.0 150.0 42 79.7 150.0 150.0 150.0 42 18.9 41.% 66.6 150.0 H t V A 48 38-318" 150.0 1 0 150.0 150.0 48 74-1/4" 69.7 150.0 150.0 150.0 48 120" 16.5 35.9 .3 149.7 0&.� 4 a 54 150.0 150. 150.0 150.0 64 62.0 134.6 150.0 150.0 54 - 31.9 51.8 133.1 O1 04'� � d 60 150.0 150.0 150.0 150.0 60 We 1 121.2 150.0 150.0 80 - 46.6 119.8 z �e � 66 150.0 150.0 150.0 150.0 BB 5 7 110.1 180.0 150.0 66 28.1 2.4 108.8 z' 2 72 150.0 150.0 0.0 150.0 72 46. 101.0 150.0 150.0 72 - 23.9 3 ,9 99.8 c W 78 150.0 150.0 15 0 150.0 78 42.9 93.2 150.0 150.0 78 22.1 35. 92.1 a �` g 18 150.0 150.0 150. 150.0 18 128.4 150.0 150.0 150.0 18 33.1 71.9 116.8 150.0 :1! I 24 150.0 150.0 150.0 150.0 96.3 150.0 150.0 150.0 24 24.8 53.9 87.6 150.0 y� 30 150.0 150,0 150.0 150.0 30 77.1 0.0 150.0 150.0 30 19.9 43.1 70.1 150. a S 36 150.0 150.0 150.0 150.0 36 64.2 1 .5 150.0 150.0 36 18.5 35.9 58.4 .0 42 150.0 150.0 150.0 50.0 42 55.0 119. 150.0 150.0 42 30.8 50.0 8.5 '0 v 48 50.818" 150.0 150.0 150.0 110.00, 48 84" 48.2 104,6 150.0 150.0 132" - 27.0 43.8 11\2.5 54 150.0 150.0 150.0 15 .0 54 42.8 93.0 150,0 150.0 b4 - 24.0 38. 10 0 80 150.0 150.0 150.0 0. 60 38.5 83.7 35.9 150.0 60 21,6 p go. " d z x 86 147.7 150.0 150.0 50. 66 35.0 .78.1 1 .6 15 66 C , 19.6 31:8 81. 72 135.3 150.0 150.0 150.0 72 32.1 89.7 11 0.0 72 18.0 29.2 75:8, ^N C 78 124.8 150.0 150.0 150.0 78 29.8 84.4 104. 150.0 78 16 26.9 69.2; V 1 ma x 18 150.0 150.0 150. 150.0 18 86.0' 150.0 150. 150.0 18 25.5 .4 89.9 150.0 24 150.0 150.0 1500.10 150.0 24 64.5 140.1 1 .0 150.0 24 19.1 41.6 67.5 150.0,4. 30 150.0 150.0 1 .0 150.0 30 51.6 112.1 60.0 150.0 30 15.3 33.2 54.0 138.6:' 36 150.0 150.0 50.0 150.0 6 43.0 93.4 150.0 50.0 36 27.7 45.0 115.5 v 42 150.0 150.0 150.0 150.0 38.9 80 130,1 1 0.0 42 23.7 38.5 99.0 Q 48 67" 150.0 150.0 150.0 150.0 48 86" 32.3 .1 113.8 15 0 48 144" 20,8 33.7 88.6 '�•" 64 137.0 150.0 150.0 150.0 64 28.7 82.3 101'.2 150. 54 18.5 30.0 77.0 °0.7 60. 123.3 150.0 150.0 150.0 60 25.8 56.1 91.1 150.0 60 16.6 27.0 69.3.' 66 112.1 f50.0 150.0 150.0 66 51.0 82.8 150.0 Be 15.1 24.5 63.0 72 102.8 150.0 150.0 72 1.5 48.7 75.9 150.0 72 22.5 57.8',. o a 78 94.8 150.0 150.0 78 19.9 43. 70. 50.0 78 - - 20.8 53.$ 4 0 18 150.0 150.0 150.0 18 60.4 131.2 150.0 150.0N38 22.6 49.0 79.6 150.0 24 150.0 150.0 150.0 24 45.3 96.4 150.0 150.0 16.9 36.7 59.7 150.O;c 30 160.0 150.0 150.0 150.0 30 36.3 78.7 127.9 150.0 29.4 47.7 122.8 36 150.0 150.0 150.0 150.0 36 30.2 65.8 106.8 150.0 24.5 39.8 102.2 42 130.5 150.0 150.0 150.0 42 25.9 56.2 91.4 150.0 - 21.0 34.1 87.6 48 63" 114.2 150.0 150.0 150.0 48 108" 22.7 49.2 79.9 150.0 48 160" 18.4 29.8 76.6 64 101.5 150.0 150.0 150.0 54 20.1 43.7 71.1 150.0 b4 - 16.3 26.5 J47.2 u M78 j 1.3 150.0 150.0 150.0 60 18.1 39.4 64.0 150,0 60 23.9 12 3. 150.0 150.0 150.0 66 16.5 35.8 58.1 147.0 66 21.7 f 6. 142.4 150.0 150.0 72 15.1 32.8 53.3 134.8 72 - 19.9 70. 131.4 150.0 150.0 78 30.3 49.2 124.4 78 16.4 NORIZONTAL MULLION %-6WZINC TYPICAL MULLION ARRANGEMENTS YGJ••,il •a3Nj�i� VERTICAL PROOI 3 N O. •.O e MULLION ARCHES TO BE INSCRIBED q��' LL b%:21y' Z INSIDE RECTANGULAR SHAPE o �(/�. O O.JA. * NzE GLAZING GLAZING U) PRODUCT PRODUCTIn MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED PRODUCT REVISED o I„ �M VERTICALLY OR HORIZONTALLY. aomrVlyingwilAthe Fkddo gca N��. GLAZING GLAZING WBuilding Code �i PRODUCT PRODUCT . (INTERPOLATION BETWEEN WIDTHS ALLOWED) _ _A � p'•., wi w2 WIDTH (W) w1'+ w2' 8y a II MULLION SPAN 2 NINA Pfodecl A 3/16'TAPCONS s/ls'TAPOONS MIN. EDGE DIST, 1 1/4" MIN. 1_1/2'MIN.WOOD PENETRATION 1_1/z-�� WOOD PENTAPODNN 2-3/16" CONCRETE OR EDGE DIST 2 PER CLIP(1 ON EACH xANc) 1 EPERNE ANCLE 4" JOILLOW BL CK i S/16^TAPCONS 1-3/4"MIN.EMBED INTO MASONRY 1-3/4-MIN.EMBED INTO W50�5 O 3/4" 4 PER CLIP(2 ON EACH WNC) 2 PER ANGLE b xi MIN °b y _ N E.-- 194 .• C W I m J O Z 6 o 11 11 I I 11 G q II II II II II 1T2X C IL-JI I I 11 2 7/16- II II I I 10 4= Z p ------___ 1 11 2 X 2 X 1 8 / II II II 141 I '1 1X FLOATING CLIP I1 11 ALUM ANGLE - MIN. II II I1 1ID Z 1 R y 6 O 2 BY I I U U Il__JI II 1 \ ' I WOOD BLXK 1 1 I 1 -----------__ 1 f� II I , {Q; I 1 1 1 1 I N �Bl1CK 1%FLD'V111G CUP 11 I I AWM ANGLE \ 1 1 I I Li U t 1 1 I 1 I s 3/4" MIN' 5/1V TAPCONS ANCHORS TYPE INTO BLOCK !+ EDGE DIST. 1-1/2"MIN.WOOD PENETRATION ( _ 1 PER""G` ANCHORS TYPE 'G' (INTO CONCRETE) O a z 4 ANCHORS THRU 1X BUCK a ALL CUPS AND ANGLES TO FIT SNUG INTO CONCRETE OR BLOCK r INTO TUBE MULLIONS, j 1 \i 1"x4" iY 2"x4" MULL ''•v 1 Od 1 1 TAPCONS MAY BE HEX OR FIAT HEAD. 1 � 0. MIN. EDGE DIST. a 1n n 2-3/16" CONCRETE OR j'. y 0 4" HOLLOW BL K 3/16-TAPCONS 1 1 I1 i1 1-3/4'MIN.EMBED INTO MASONRY 1-3/4"MIN.ENDED INTO TMASONRY 1 1 WOOD BI1CK 11 11 ALUM2ANC r____ ____1 LE 2 PER CLF -40)(1 ON EACH C) 1 PER ANGLE Z _ I I 1 1 � u ALL CUPS AND ANGLES TO FIT SNUG "Y. 'f 'T •I ALTERNATE INTO TUBE MULLIONS. ANCHOR LOCATION TAPCONS MAY BE HEX OR FLAT HEAD. L I I YM' ANCHORS TYPE 'A' 2 ANCHORS INTO WOOD II n n II ' 'r ?' W --------- WOOD SUCK 1X FLOATING CLF II it 2%2 X LE S/16•TAPCONS 6/16•TAPCONS u U ALMA ANGLE 1 1/4" MIN. 1-1/2'UK WOOD PENETRATION \ `i E E DI 4 PER CUP 2 ON EACH WING) MIN.WOOD PENETRATION 1 I 1 1 1 1 ( 2 PER ANGLE 1 I I 1 I I W N N ANCHORS TYPE 'C' (INTO BLOCK) t 6 "4 Z ' . �? ANCHORS TYPE 'F' (INTO CONCRETE) 2 ANCHORS THRU 1X BUCK ,♦♦♦♦♦,,4c j1 II I1 I, I INTO CONCRETE OR BLOCK 4� 9•..••' ••.;�/0�� u n 1 I •�. �: 1 1/4" MI ii ii ii ii p .� LL �•• . I L_J I I I I I 1 1 //• ,/� 'b' O 1 ----- ------- I i i I ALUY2ANGLE 1 1 ( 'UI CkCr F7 • IU I I FLOAnNO Cl1P E 1 1 `/ y •:2 ,� 4 ., PRODUCrREVIESIED I 1 WOOD BUCK I U 1 1 1 w complying with the FIaAb o ty �jj • •• I I 1 1 1 I 1-----------i Building Code i� I B ,• I ... 1 A I ,. _ _. _ KCptAWCO NO 6'1 .• .. .. � Expiretlon Date g ANCHORS TYPE 'B' S E ALTERNATE 4 ANCHORS INTO W000 �JIIV ANCHOR LOCATION dam MIN. EDGE DIST. MIN. EDGE DIST. 2-3/16" CONCRETE OR i�a%4 TuiN�E BED INro MAsoNR1 2-3/16' CONCRETE OR y z` 2 PER 1 ON EACH WING) 4" OLLOW BL K 4' HOLLOW BLO K q��1p1 s/la'r�PcoNs s/la'TAPCOMS s/la'TAPCONS o j$ •' 4" 1-3/4"WN.EMBED INTO MASONRY 1-3/4'MIN.EMBED INo"NO) 1-3/4'MIN.EMBED IMO NASOrIRY $ IN. 1 PER ANGLE 3/4 4 PER CLP(2 ON 2 PER ANGLE %08 tC•� • .. I'-_�I MIN .t.•• ro y x •'� '.�'i� \Z ••r:.Y• ••r '�'• \Z �+''••y Hpde V � s •I t. h '1 •I t' 'a. 1 ,rr .•t ;r1� • t 1' CI p O a a'•• ., ti. i•. .�; of zi 10 U,II II II II 11 II 11 2 $ z II II 11 11 II II 11 1I �jW= 'Z O . O II 11 CONCRETE OR I I I I I I 1I 11 I I a0 1(L CONCRETE OR 1L-�I CEMENT BLOCK II 11 11 II CONCRETE OR 11 11 R « q CEMENT BLOCK I. 11 11 2%2%1 B• It_�I I t 1" II II ALUY ANGLE __ ______-_ �_� CEMENT BLOCK �i it ALUM2ANGLE a s 1 i I FLOATING CLP U U 2 7/16 1 FLOATING CUP U U - ` .'� z I 1 I 1 I I I i MIN. I 1 L41 I I 7. . e. MULLL MIN. p. I • n Z MIAl z ,+ t. ANCHORS TYPE 'C' (INTO BLOCK} ANCHORS TYPE 'O• (INTO BLOCK11} ANCHORS TYPE 'F' (INTO CONCRETE} HORS TYPE 'G' (INTO CONCRETE} 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK \ 1'x4" dt 2"x4" MULL (~ Y ALTERNATZI E ANZZ teR 1 I CHOR LOCATION :•+'',�.� < i Mlll.l MULL I I y i I I 1 I 1 I 1 I FLOAT 'I. 1 I 1 1 1 1FLOATINGCID 5,, II < II II \ CEMEICJT�B OCK II it � �r CON +A S/ta'TAPCONS , . •... ..�. ' • i ' X Z 1-3/4•MIN.EMBED INTO MASONRY yt 2 PER CLP(1 ON EACHWR1G) 7/16•TAPCONS '1-3/4'MIN.EMBED INTO MASONRY a �' '• I � I I 1 /12 SMS 4 PER CUP(2 ON EACH WINO) ' I I 1 1 '1 PER ANOL I f I 1 1 Ml N I i i o,,%�1 41 ass Ib.•••••••f••,.;y/^,�/�i ALL CUPS AND ANGLES TO FIT SNUG E0O O INTO TUBE MULLIONS. �Z uY11 * Ri TAPCONS MAY BE HEX OR FIAT HEAD. W YI 1 �' '• :J fffM cr RBV1381BN O '. O;64p w'/, Y..S•n m YI^Bi. '•i. rt I Build'd Code �,• Ifs•y W. Ode l7 •"•.'• "•.+ r s CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED A No 'i0�.•.. I '` '• •'• WITH ALKAU-RESISTANT COATINGS, SUCH AS-BITUMINOUS PAINT OR [:xpinitaRI)eLe I'I �I '~••"••• 1-3/4'MIN.EYBEO5 1 MASON WATER-WHITE METHACRYIATE LACOUER; pr - ,111111 111 I PER ANGLE Miami ade a MIN. EDGE DIST. MIN. EDGE 01ST. 2-3/16" CONCRETE OR 2-3/16- CONCRETE OR 4" HOLLOW BLO K 3-3/4" 5/16"TAPCONS 4" HOLLOW BLOCK 3-3/4" 5/64 TMAPCONS BED INTO MASONRY MIN. 1-3/4'MIN.EMBED INTO MASONRY MIN. 1 PER CUP ) ••;•,,,•••t.•. ..•: .• .,4 \2 4 PER CLI ( ON EACH WING) I V ( ON EACH WI b to to zh i ,•,�..... 1 .T•.. s M� 'R.•., .,PZ M I CLIP LENGTH '• t G'C- oo 0 FE NULL 0.O 3�� 1 . 2 X 4 3.688' y c 2 X 6 5.688' Q=>: e El 2x6 MULL 5/16'TAPCONS N WOOD BUCK j 1-3 4"MN.EMBED MATO MASONRY \ 2x6 MULL 5/16'TAPCONS ___-- 4 PER CUP(2 ON EACH WIND) 5/16* MIN.EMBED INTO MASONRY .k, I j 1 3/4" 4 PER CLIP(2 ON EACH WING) p s I / S 1 i -------------- 1 3/4- MIN. E" • ,: I 1 ® z ai O . 2x6 NULL 2xa MULL CLIP LENGTH 2x6 MULL _ WW �,�--------=- MULL ze 2 X 4 3.688' ------ �z e C 2 X 6 5.688' •• �z j 3-s/4- f :: ao MIN. 5 11/16" ALL CLIPS AND ANGLES TO FIT SNUG ANCHORS TYPE 'E' (INTO BLOCKS INTO TUBE MULLIONS. ANCHORS TYPE 'H' INTO CONCRETE) 78'` ANCHORS TYPE 'E' (INTO BLOCK) TAPCONS MAY BE HEX OR FLAT HEAD. "�B= 4 ANCHORS THRU 1X BUCK ANCHORS TYPE 'H' (INTO CONCRETE) CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED INTO CONCRETE OR BLOCK ANCHORS INTO CONCRETE or BLOCK WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR 2"X6"MULL SHOWN 2'X6" MULL SHOWN WATER-WHITE METHACRYLATE LACQUER. i A' BIRco LO ,y. O -p J� 11p0 Z. PRODUCT REVIS13D yi ,complg wide the Plock. 'Z'; ti w 4v O: Buildi m Code i� .•" �, Aeceptnro NO �i�S',� •. • O I _ .. F'utpinlionlMte MB m lan' ede t W 6 _ O MIN. EDGE DIST, 5/16-TAPCONS 2-3/16- CONCRETE OR r-1-3/4"MIN.EMBED INTO MASONRY 3-3/4- CLIP LENGTH 4. HOLLOW BLOCK 4 TOTAL(2 ON EACH WING)---1 MIN. MULL I x 2 1.688, 2! I X 3 2.688 &I z I X 4 3.688, 0v 0 2 x 4 3.688' 0,IX 7 - 2 -7/16-1 [27X 6 5.688' 1. ALL CUPS AND ANGLES ARE TO FIT z MIN. 2x4 or 2x6 Mull g " . : SNUG INTO TUBE MULLIONS 94 2 X 2% 10" 0 L___------------ LJ' IL J, ALUM AWL 2. WHERE ANGLES ARE NOT FIT SNUG j';� �j INTO TUBE MULLIONS, SEE OPTIONAL 2 CL .4 ANCHOR DETAIL AT SHEET 9 OF 10. Z : 21 CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 1 21 14 S.hLS. :z WITH ALKALI-RESISTANT CHANNEL TUBE MULLION E STANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER-WHITE METHACRYLATE LACOUER. ---------------- iii MIN. EDGE DIST. ------- -------- z 2-3/16 CONCRETE OR 4" HOLLOW BLO K 112 FA SALS. Q 2/SIDE 1/8-THICK ALUM CHANNEL V' LENGTH TO FIT SNUG INTO MULLION E MULLION TUBES MAY BE NOTCHED UU wn) AS SHOWN TO ALLOW INSTALLATION 1LOCATION OF SCREWS CONNECTING • CAULK JOINT AFTER ASSEMBLY • OF CUP ANGLE ANGLES TO TUBES WHERE ANGLES ANGLES NOT FIT SNUG INTO TUBE 014 FH SMS 2 PER CLIP LIONS, ACCESS HOLE 1-1/2-Or.MIN. I L 1-3/4-MIN.EMBE 5/16-TAPCONS 114 SMS—.-/ D INTO ONRY 4 PER ANGAE 8- I 1 I I MAS LY --- ----- ------- 2'-PER ANGLE 2 x 2 It 1/8- INSTALLED IN EITHER. 2 FIN SMS I ALUM ANGLE THIS SCREW CAN BE .4 U TUB 7�" z z DIRECTION 1 \-2 PER OR L 1.0.C.TI H. 2 2 qEa 1-3/4:X 2:X 1/8-(MR M .3/4 X 2 :x t/8-FOR(ley ALUM Iii A A A A CUT TO FIT SNUG INSIDE TUBE Ila f!"' ANCHORS TYPE T ;p U.AN METAL TO METAL CONNECTION 0 USE CHARTS FOR ANCHOR TYPE V TO VERIFY CAPACITY OF CONNECTION CC titODUCTREVLWD 0 Ill!amplyke with do vw" .4. 3-3/4- u Idft Com "Lo -ALL CLIPS AND ANGLES TO FIT SNUG 4No t !±)"o MIN. INTO TUBE MULLIONS, t)ftlis 1 3/4* OPTIONAL AN TAPCONS MAY`BE HEX OR FLAT HEAD. MIN. y - ANCHORS INTO CONCRETE OR CEMENT BLOCK P!jo d on Ted TYPES and SUBSTRATE ANCHp t TYPES and SU35iMM ANCHOR TYPES and SUBSTRATE Width Mdbn A B C E F G V24 MBion A B C F G W7d8t MAm q C F (w) Spon Vltl. M. Blk. 9k 8k X110.MI. Vltl. V151. BAL 9k Bk Cmc Cate Cort. MI. Ntl. Vkl Bk Blk 9k O= Ox1¢ O Dm ML 18 150 131 150 150 160 150 150 160 91 IED 150 750 1 150 150 150 150 to 58 112 129 150 150 144 150 150 150 0 24 132 160 150 150 150 ISO 150 150 as 135 150 150 150 150 150 150 150 24 42 84 97 146 150 108 150 150 118 �o y 30 105 160 150 150 150 ISO 150 150 54 1W 125 150 150 140 150 150 150 30 34 97 77 118 150 W 130 150 93 n 10 y3s as 150 150 150 150 150 150 150 45 91 101 150 150 117 150 160 126 36 28 se 65 97 129 72 109 144 7742 75 131 150 150 150 160 160 150 39 78 99 134 150 70D 150 150 107k42 24 48 55 83 711 62 93 124 88 h p t!48 38 3/8 BB 132 150 150 150 1511 150 150 150 48 4 94 66 76 118 150 132 160 9312D 21 42 48 73 97 54 81 108SB 44 69 H7 135 150 '150 150 160 150 150 54 30 105 738 117 150 83 19 37 43 85 BO 49 72 96 51 +v yy0. 80 53 106 121 150 150 135 150 160 145 80 / �j' Z/ 83 94 125 70 105 140 7517 34 39 68 77 43 as 87 46 3 h W68 48 85 110 150 150 123 150 150 132 lU 26 49 88 110 64 98 88 16 97 35 63 70 3B 69 70 42 zp to ZC772 4 88 101150 150 113 150 150121 n 23 45 52 78 104 59 65 117 62 14 28 32 49 a5 33 64 72 3B o W 54O la 41 81 93 140 160 104 150 150 117 78 21 42 48 72 95 54 81 109 68 13 28 30 45 80 33 50 67 36 �s 18 133 167 150 150 150 150 150 150 150 18 80 150 150 150 150 150 150 150 150 51 107 117 150 150 131 160 150 140 I 24 �1 100 1W 150 150 150 150 150 150 150 24 60 12D 138 150 15D 150 150 150 150 24 38 n 88 132 150 98 148 150 105 D �9 30 80 150 1 150 1 150 150 150 150 150 150 30 48 95 111 150 150 124 150 150 132 30 31 81 70 108 141 79 118 160 84 38 �6 87 133 150 150 150 1S0 150 150 150 36 40 80 92 139 150 106 ISO 150 110 36 28 51 50 88 1 117 68 9B 13170 a 3 42 57 150 1 150 150 150 150 42 34 69 79 119 160 88 1 133 150 94 42 22 44 50 76 101 1 59 1 85 112 60 7 _ART 60 100 115150 1 150 t128 j 160 160 137 46 84 30 Bo 09 104 138 77 116 150 83 48 132 19 38 44 68 68 49 74 98 53 44 150 150 150 150 122 64 27 53 81 92 123 W 103 137 73 54 17 34 1 39 59 78 44 60 87 47 80 40 6o 92 138 160 IDS 150 150 110 60 24 48 55 83 111' 02 93 124 Be 60 15 31 1 35 53 70 39 59 79 42 88 38 73 83 120 160 83 740 160 100 BB 22 44 60 76 101 aB 85 112 80 88 14 28 32 46 04 36 54 72 38 O O Z 72 33 87 76 115 150 86 128 15D 81 72 20 40 40 89 92 92 78 100 55 72 13 211 28 44 59 33 49 as 35 76 31 O1 71 108 141 79 119 160 84 78 18 37 43 64 86 49 72 95 51 78 12 T 27 41 84 30 48 81 32 18 716 130 150 150 150 150 750 160 150 18 70 140 150 150 150 160 150 150 750 18 47 94 108 150 150 4>120 150 150 129 24 89 16D 150 150 150 150 150 150 160 24 63 105 121 760 Ilio 135 150 150 145 24 35 70 87 121 150 W 136 150 98 30 71 142 1W 150 750 160 160 160 150 30 42 84 87 148 150 106 150 150 718 30 28 66 65 97 729 72 tae 144 n a D 38 '6g 118 138 150 160 150 150 150 150 38 35 70 81 121 150 W 138 150 96 36 23 47 64 81 106 s:SO 90 120 64 •f,z. 42 51 101 118 150 150 130 150 150 139 42 30 00 09 104 138 n 116 150 83 42 20 40 48 as 92 -62 78 103 W hhN t << 48 57 44 69 102 150 150 114 150 150 122 48 96 26 53 61 91 121 as 102 In 72 . 48 144 18 35 40 61 al ,'445 68 90 48 b4 39 79 91 136 131 101 150 150 106 54 23 47 54 g1 108 m 90 120 64 54 16 31 38 64 72 1$40 80 80 43 V a0 35 71 62 123 150 91 137 150 97 80 21 42 48 73 97 54 a1 109 se 60 14 28 32 49 65 P135 54 72 39 Zi 86 32 04 74 111 148 81 125 150 69 BB 19 35 M as 88 49 74 98 53 66 13 28 29 44 59 A-33 49 88 35 72 30 59 as 102 136 78 114 150 81 72 18 35 40 61 81 45 ea go 48 72 12 23 27 40 54 430 45 80 32 : 78 27 55 63 94 125 70 105 140 75 78 18 32 37 56 74 42 03 83 45 78 11 22 25 37 50 28 42 55 30 18 107 150 150 150 160 150 150 150 150 18 62 '126 143 160 150 150 150 150 150 18 45 90 103 150 150 115 150 150 123 C 24 BO 15D 150 750 150 150 150 150 150 2 47 94 108 150 150 120 150 150 129 24 34 67 n 116 150 987 130 150 93 6 30 `/3 04 12B 148 150 150 150 150 150 150 3D 37 75 85 In 150 95 145 150 103 30 27 54 W 93 124 -as 104 138 74 �g. :a 36 ` 53 1W 123 150 150 137 150 150 147 36 31 62 72 108 143 8D 121 150 86 36 22 45 52 78 103 58 87 115 82 42 48 92 105 150 15D 118 150 150 126 42 27 53 61 92 123 O9 103 137 73 42 18 38 44 W 88 49 74 99 53 48 767\ 40 139 150 150 150 110 48 108 23 47 54 81 108 00 90 120 64 48 150 17 34 39 56 n 43 85 97 48 r 64 �� 38 71 82 123 150 92 138 150 98 64 21 42 48 72 95 83 eo 707 67 64 15 sD 34 52 33 58 n 41 60 92 111 147 124 150 88 60 19 37 43 65 86 46 72 86 51 80 13 27 31 47 62 35 52 69 37 88 29 58 57 101 134 75 113 150 80 66 17 34 39 50 78 44 06 87 47 66 12 24 28 42 58 31 47 03 34 p 72 27 63 61 92 123 69 103 137 73 72 18 31 36 54 72 40 00 80 43 72 11 22 26 39 52 M 43 68 31 D 25 40 57 BS 113 33 85 127 88 78 14 20 33 50 OB 37 58 74 40 78 10 21 24 36 48 27 40 53 28 i ANCHOR/CUP t.1R.10. HORIZONuul.l.aHANCHOR CLIP NOTES1. FOR CUPTYPES AND ANCHOR CONDITIONS REFERVERTICAL ��.� ; TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES.wu+O4 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE � 0,.••"'"'•.N/rO 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN �PRODUCT PRODUCT d3 THE DESIGN LOADS REOUIRED FOR PARTICULAR OPENING. �:, O 0%PROWCT PRODUCT dAZNJo ,OOUC7 i 34. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVERLOCATIONS AT HEAD, SILL OR JAMB ENDS. PRODUCT REVISED ;pcHOR/cu CHOR/CUP S. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. m tiling �g t� a� EOilding_ _ .._ PxSPAN MULLION g� ,�44II4 18114 5,{q� Prodoel �,,t .... ... _ JILLION CLIP ARRANGEMENTS _ .. .. ... ... ......... .. _ __ 6 A �� I lifll[111[11lfll f[[fl[1[ll illll 11111 fl[[[ff[ OR Bk 28667 P9 4591; (1p9) NOTICE OF COMMENCEMENT RECORDED 06/07/2013 09:13.0 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION HARVEY R VIN} CLERK OF COURT `� 20MIAMI-DADE COUNTYr FLORIDA PERMIT NO. r TAX FOLIO NO. 11-2136-013-0240 LAST PAGE STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement. Space above reserved for use of recording office 1. Legal description of property and street/address: 311 NE 103rd St Miami Shores FL 331398 MIAMI SHORES SEC 5 PB 10-47 LOTS 13 TO 15 INC B K 11 I 15 . - -1 1 2. Description of improvement: Replacement of 25 windows 3.Owner(s)name and address: Sergio Sigala 311 NE 103rd St Miami Shores, FL 331398 Interest in property: Name and address of fee simple titleholder: 4.Contractor's name, address and phone number:—Storm Tight Windows, Inc. 1918 Corporate Drive, Boynton Beach, Fl 3342 - 561-922-6747 5.Surety:(Payment bond required by owner from contractor, if any) Name,address and phone number: Amount of bond$ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices r t � arirt �y(B6 s`�"r��as prdebt t3y„ STATE 0�-?► of Section 713.13(1)(a)7., Florida Statutes, FYfflet s copy Name,address and phone number: r i°!E?E9YCERt7 vof �� At Its -- 8. In addition to himself,Owners designates the following person(s)to recei opy ofithe'LT''s•_tic as provided i' i6t"i �` 4� 713.13(1)(b),Florida Statutes. WITNESS my hhand ate U` Court v c N y,FV Name, address and phone number: HARVEY VI ' L�F3K 9f Ulrqu CountyC 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I,SECTION 713.13. FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTIO .IF OU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING OUR O ICE OF COMMENCEMENT. Signature(s)of ( r Owner(s)'Authorized Officer/Director/Partner/Manager By 1 % By Print Name %rgih Sigala Print Name Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this /6 day of 4px,, By. 2610 5149-c a ❑individually,or J as for � , ersonally known, or ❑produced the following type of identifi /_ Signature of Notary Public: cati Print Name: (SEAL) =o11 ar aue� Notary Public State of Florida VERIFICATION PURSUANT TO SECTION 92.525 FLORIDA STATUTES James Howell Under penalties of perjury, I declare that I have read the foregoing and p .a�Q My Commission EE132661 that the facts stated in it are true,to the best of my knowledge and belief. leoF too Expires 09122/2015 �� Signature(s)of wn r(s or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above: By t By 123.01-52 PAGE E. 111