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Building Permit Application (2)
All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Permit Number: xg, "= 1 tc Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential PERMIT APPLICATION FOR: ti PROPOSI .PROVEMENT ED N LOGgATION „r Address: 3 /JO Legal Description:N. ,4di,e, Property Tax ID#: VZ [ c0� —� Lot No. Site Plan Name: Block No. Project Name: Setbacks Front Back: Right Side: Left Side: DETA ED DESCRIPTION OF WORK V/"ti �.% 43- Lis CONSTRl1CTICiN INFORMATION£ Additional work to be pertormed under this permit-check a that apply: _Mechanical _Gas Tank,' _Gas Piping _ShuttersWindows/Doors Electric _Plumbing _Sprinklers _Generator _Roof Total Sq. Ft of Construction: Sq. Ft.of First Floor: Cost of Construction: $ 4.0,0 Utilities: —Sewer _Septic Building Height: OWNER/LESSEE T r CONTRACTOR 5.,., . . .. �yy��,,�,, �.,.D.�� r Name /��en9 �9 Name: Mee z (n�� Address: Company -s- City: VZ/►7 State: y Address: —r Zip Code: -3 �L �b Fax: City: tater{/ Phone No. Zip Code: JY-99 V- Fax:-772 E-Mail: Phone No -7 7 2 Q 9 I Fill in fee simple Title Holder on next page (if different E-Mail ' L5- T "—Ro 4- —7 ev— o Cso.�' from the Owner listed above) State or County License If value of construction is 2500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAVI! IN :t7RMATION DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: — Not Applicable BONDING'COMPANY: _Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for improvemen to your property. A Notice of Commencement must be recorded and posted on the jobsite before irst I spection. If y intend to obtain financing, con with lender or an attorney before co ncin wo k or recordi our Notice of Commence ent. Signature of Owner/Lessee/Agent Signature of Contractor/License Ho er STATE OF FLORIDA STATE OF FLORIDA COUNTY OF .ria COUNTY OF S31�•��� The forgoing instr me t was acknowledged before me The forgoing instrument was acknowledged before me this a"3 day of 20_ by this day of L c9 ,20� by 1 � (Name of person acknowledging)0 (Name of person acknowlecl ' g) Sig ature of Notary Public-Slate of Florida) (Signature of Notary Public-Stat f Florida) Personally Known OR Produced Identification Personally Known OR Produced Identification Type of Identification Type of Identification Produced Produced Lei . Commission No. „������. (�I)HNAINGRAM Commission No. ,.���PR°PSB'%- LAS INGRAM Notary Public State of Florida Notary Public-State of Florida ; « My Comm.Expires Dec 20,2018 ` Comm.Ex ires Dec 20,2018 , �,�4 _ �QY commission#FF 177249 '%;;of F o�,.• ian F 177249 ,9 REVIEWS FRO T''%4�,.°LONJNGthrow h$ttypiEpjIyq�( RR' ' PLANS VEGETA 1fi�i�l. '� SErA4P�J COU " REVIEIN ` REVIfV11 REVIEW REVIEW REVIEW BEEN ' DATE RECEIVED DATE COMPLETED ev. TABLE12A Mul1losk CapaRy Toblo rb9ttts OpontnOWtdth(tarwrlJcs*pamilil 601n 601" 70h so in to In imto 1201n 1401n NOW Rrototty 71aprMo tt, Reclongwor TtoprMm R4cIanlor TroptTlpng. fleetangular Trap7Man0• Raalon0uar TroNTdeng. Reclowil r TtoptVang. Reotaneufar Trop7Mong, ReN ar TiopMeng. Redeno4Ter 7ropMeng,3,26"30 1.004 Loafing Loafing Lowing Lo ons Loans twang Loading Loading Looans Loafing Lwdng Loans Loafing Loafing Laodng Lo9ans Load" BAY�6•!u L ��Q 421n 170,0 620 110,0 438 170.0 744 170,0 476 170,0 600 170.0 608 170.0 08x 170.0 618 110.0 1118 170.0 621 170,0 1240 170.0 621 170,0 480 170.0 621 170.0 4736 170,0 620 149.1 1740 1704 621 40 In 1700 706 170.0 624 170.0 060 170.0 661 170.0 892 170.0 NO 110.0 1133 170.0 601 170.0 1276 170.0 077 170.0 1417 170.0 660 162.2 1622 170.0 660 130.$ ISM 170.0 660 114,2 1622 170.0 680 50A SIn 070.0 147 1T0A 803 VOA 898 170,0 631 170.01048 170A 464 114.0 1106 170.0723 110.0 1315 170.0 741 184.2 1443 1700 786 138.9 1443 170.41 768 117,3 MO INA 788 102.0 140 170.0788 ��••••••. 64 In 170.0 TOT 170.0 812 170.0 030 170.0 Of 170.0 1118 470.0 784 1704 1275 1704 003 160.4 1353 IVA 637 f44.3 1353 110.0 058 120.3 1351 170.0 061 1111! 1335 110,0 681 00.2 1353 170.0 881 ca 601n 170,0 586 t70.0 701 170.0 1063 170.0 707 167.0 1218 170.0 078 141 1211 170,0 944 120,0 1216 160,6 938 116.0 1216 1621 024 07,4 1216 U0.I 413 864 12f0 146,1 013 73.1 1218 146.E 013 !� 03la 176.0 930 1704 746 1704 1116 170.0 650 180.2 1150 1816 033 131.4 1150 1410 014 118.0 1160 141.0 898 105.1 1150 134.2 800 67.0 1150 126,7 071 75.1 ills 1282 1170 86.7 1160 128.2 870 WIn 170.0 ON IVA 769 762.4 1040 NSA Of 130.8 1048 148.4 004 114,3 1046 733.7 860 101.8 1048 123,4 836 01.4 1040 N&8 830 78,2 1040 199.4 021 55.3 1018 108.2 818 87.1 1048 f06.2 810 = Ua1 8 721. 140,8 886 147.6 704 11TA 064 12&0 740 100.8 800 110.8 734 80.0 880 100.0 122 70.2 680 024 712 70A 580 68,2 703 68.7 866 70.9 481 60.3 860 7A5 608 44,0 880 78,4 NO .$g 78 to 118.7 790 128,1 800 09,8 700 100,4 078 08.6 790 0" 603 74.0 79D 834 662 084 710 7s.R 043 894 701 11.7 836 4bA 100 65.1 824 42.6 700 8x.1 818 $74 700 61.8 811 e" r7 r r 7814 HILO 750 118.5 067 82.3 750 08,1 644 70,1 760 88,0 632 60.2 760 77.1 621 81.8 750 70.8 612 65.4 750 46.7 645 46.2 760 69A 694 39.8 160 60.9 566 34.0 760 SSA 668 901. 72.1 686 74.4 600 60.1 50 52.9 401 81.0 843 64,0 453 40.1 603 40.9 478 40.4 663 44.4 400 38,1 00 40.0 402 00.0 686 38Z 462 25.8 883 33.3 445 22.6 506 31.0 442 {". a 0 136 In 5%4 495 81.1 443 49.6 495 01,6 436 424 465 44A 427 37.1 403 384 421 SSA 406 36.1 416 29.7 406 33.2 400 24.0 405 20.1 400 2Lx 495 266 J84 184 486 26,0 590 {{JJ� S2 2 106M 41�T 301 49.8 556 34.5 301 36.0 340 28.8 3911 31.1 342 28.1 391 274 337 23.2 391 244 33S 204 Sgt 226 328 17.4 591 19.7 3x1 144 SRI 17.4 316 LL) it1N 30.4 370 59,2 035 02.0 670 35.0 350 x7.6 570 284 338 24.0 310 283 320 21A Ji0 22.6 SiD 16.2 378 204 9fx 18.0 370 10.1 366 {i p 4q ryA 1201. 30.4 317 304 x80 20.3 317 20.0 204 21.7 517 220 280 10.0 317 10.9 274 18.0 311 17.8 273 3 1441n 174 220 ITA 203 , r BLE B a a ANCHOR CAPACITY ADJUSTMENT FORMULA, AnohorCapaollyTablotiba)x (DPµYXrANCHORCAP 8 .„m,,,)Q ANCHOR CAP... utr51rak: .7ACenar4 SAkCow. 11DIICWCMU R9adCMV PTW000 Maid IMULLION CAP.,A,,,.,,, MohorTypo•. 31t0•E1cot39acon %*ElcotAtmodn 6rf8.8ko 5N8'EIcowrlon V4'ElooUtmaon 174'83Eko 6718•EIOD 174.89Ek0 8108401 01281401 01201041 USE THIS FORMULA TO OBTAIN THE°ANCHOR ADdwCUP Pallem8 LOW= Aggoeatar 1.04on Aggre0blor 061471(85)8cmw(a6)8crewto5) CAPACITYREQUIRUIP CORRESPONDING TO AN Edg9 91atm4o I r a 1• 2.111 Saw• r 2.112• r 2•tir 2• e• r OA6• 944• 0,3x4• ACTUAL PRESSURE REQUIREMENT FOR THE ED* ont nR 1414' 04+4' 14'4' 1.614• 2' 1.174' 1.174• 1.114• 1.114' 1.174• 0.014* Y tate• tal8• {aaa nota 4) OPENING,WHEN IT IS LOWER THAN THE MULLION 2 An ®5•Mtn.as (2} 6Angre Cup$ MILL 3 9g04� 460 43 If90 Pos 1700163 27011.0 260113 fOs r4s11q 4tdfea 720169 text 328 14 420 h3 6691 CAPACITY IF THE TABLE)OF THE SELECTED 4 Mche10 tGZVMhl 4.a 7tB2t8M919 CDP Ti 188163 750 lbs 790715 torn 163 2625015 SIO 104 tl�k3 WA 1120 k9 NOW 600769 MRS 6S21bs 8401bs 1120119 MULLION.IT WILL YIELD A MINIMUM ANCHOR BMoha198%9,7t'MIn.O,a7 216 a A,3. 1126143 7120115 956f0� 724011p 2251lbs fUA 810tbb TRA 1059116 WA 1324119 NW 078149 1284ltxs 1,Its CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE it P7igDULTRBV1gB0 ANCHOR CAPACITY TABLE, oomplytn8 with dw Nlorrd9 TABLE NOTES: Bull IDS Codb Ateeptan4oNb ?J'4187 aD • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEET$2.4 FOR GENERAL INSTALLATION METHODS. Ina p 01 C4ul1m FIGURE 2i 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT 70 SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18.20. ,126' �.`' ,.• �je r�rii • • • s HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 1840. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 3.50• * N4,68705 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT•FILLED 1 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE TREATED 0 • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0,66,ALUMINUM SHALL EE 6063.76 AND BEA MINIMUM OF•126• ( t 3j THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND 446'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30 BAY � STAT O LEAST.126'THICK AND 430.ALL ANCHORS INTO METAL SHAH EXTEND AT LEAST 3 SCREW THREAOS BEYOND MULttON rrr� "-,.,,ORtO •' \`ti� • ILJ THE MATERIAL. rrl�s+ ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. � A4 j 1% A.LYNt4f ILLER,P,E. FL P.E.#58705 TABLE 13A a l MattlanOn aoy Tobto iba!(ta E OponingWidlh(fonsnkelyspsnnIn mtAIore)orOponlnVHolshI0brhodzonlBY)vsperkirgmU9ons) 801n 701n solo 1014 ilgM 12014 S40iiir161111 Recta "..Vap'7dang. Rodaa2Wa 7myiHenB, Reaju+gWar Troprfnmi0. pAclara45r Tmpmimp. Raetan0ilu Tnp?ilmi9. Ro6tengWa 7tapTrinap, Raatan901er hapfitan9• ReetSngWar TmpRdanO71eng. p 4 3,26"45 landing Loodng LSadng L.& Loading Lowing LoadnO Loading Laaft Wading Loading Loading Loadag Landng Loading toadagd� Y LS DEO,AL _ t^ _ _ t� _ _ _ _ _ _BAYMULL I a a a a 1� ga 1 1, 1 1 a I � h � r 4 11 11 1 - � 'I I 1 11 I 1 1141 11 11 $ 1 1 1 1 1 1 1 1 ~ Q � 42jn 1700 628 ina 435 170.0 744 170.0 478 170.9 060 170.0 600 170.0 OB2 170.0 510 170,0 1110 170,0 621 170,0 1240 77OA 621 170A Nos i70A 521 170.0 035 110.0 621 180.3 jolt 170.0 621 4014 170.0 706 170.0 524 170,0 050 170.0 654 170.0 902 170.0 630 00.0 1133 170.0 sol 110.0 1278 170,0 577 170,0 N1T 170.0 680 t8&T 10371170A 600 140.5 1837 170.0 800 i228 1537 170.0 660 60AZS In Ina 747 ITOA 595 1700 660 170.0 031 410.0 10{8 f7OA 684 170.0 1126 170.0 723 00A t34S 170.0 147 MA 1421 170.0 750 141.1 1852 00.0 71A 128.4 1652 i70A 760 110.4 1562 170.0 780 m �� CL 64 in f70A 707 470.0 aw 170.0 060 170.0 sot 470.0 life INA 754 17010 1216 170.0 603 110.0 14U 170,0 837 105.2 14H 170.0 650 12&3 U55 IT0.0 &11 110,8 1455 170,0 881 07,0 1455 170.0 881 601n 170.tl 883 170.0 701 170,0 1683 170.0 727 170.0 1240 110.0 816 167,1 1900 170.0 ON 139.7 1309 1708 990 126.7 1302 183.8 OB4 1W.8 1301 ieLi 682 60,8 1302 157.1 062 70.0 loss 107.4 082 L7 Y03fn:,;1700 930 170,0 145 i70.0 1116 110.0 850 1020 f241 VAO 040 1425 1247 184.5 083 120.7 1247 162.6 WS 144.0 1247 144.3 052 05.0 1247 708.2 058 81.4 4247 135.7 215 71.3 1247 138.1 035 CL 69 In 1700 974 1708 780 1700 1169 170.0 003 148,4 1100 183.7 056 129,0 ItBO 1478 240 0OA 1100 160,8 022 107.8 1190 428.4 Bio BBA 17911 110.5 BBB 74.2 1100 11&1 623 0{,0 1100 118,1 823 •j 72 in 101.0 I010 1600 071 131.7 1010 144.5 669 116.4 1010 1273 042 101,0 1010 114,7 020 80.8 lots 105.0 217 60.6 iota 0&0 Sol 07.3 iota O0A 706 o7,7 1019 67.8 700 606 tote 87.7 Ts/ Q -1 7014 151,4-988--N2fl_702_.111,8 008 122.0.77§_ B&S ,80s 107.7 T81 s&0 00 80.2 740 78.3 Dog 66.2 738 80.7 9a3 M3 720 STA ON 74.7 Ito 40,7 000 71.2 716 42.0 M 70.0 700 IS In 127.1 861 1132.6 754 1068 661 1 1128 730 80.8 081 00.0 725 79.4 681 1188 713 70.0 661 41,0 '76f'"ma,-6or-76;4'-ON -67.0''eat'-$$;1--051- -45d--681-•04.6--No- 30.7 8Bt 83.7 072 OO In 827 1 040 195.4 674 688 646 1711 ON 68.5 848 824 554 51.7 640 60.1 645 40,0 040 Sao 537 41.4 800 47.9 530 34.6 840 CA $is 20.6 gid 38.2 Ott 260 848 30.6 801 sato 80.8 666 70,1 606 60,8 608 69.1 409 48.1 508 Std 401 42A 686 4SA 403 31.9 608 41.4 470 34.1 Us 3&1 470 28A NO 33.4 459 24.3 Sao 30.5 452 218 NO 28,7 447 N )!O O fWM 4tA 441 40.9 <tlS 599 449 4!3 399 343 149 35,7 393 20.0 MO 31.7 307 26.0 440 7&0 382 23.0 449 29.1 371 20.0 449 22,7 Us 0.1 MB 20A Set 18,0 440 10.0 350 N 111 In 44.1 428 46.0 369 3D,a 425 37.0 079 31.5 126 326 313 278 426 20.1 307 24.8 426 20.2 302 22.1 473 248 368 18.4 425 20.7 350 15.8 428 18.5 343 l{p7 4r1 12014 348 324 30.8 33S 28.1 364 2&8 328 2b9 364 258 321 27.8 304 22.6 317 19.4 564 204 313 17.6 3H 16.7 301 Q •q' Q Q -, 201 263 -4 233 1s's 263 17.t 230 TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULAi Andhor0apaotty Table(ib•) mw X r ANCHOR CAP,,.,,_%„ANCHOR CAP.,,, BWa70eDr. 23k Ma5t5 3.51(com.1 HcscwCMU FNedCMU 11 PT add MBlai \MULLIONCAP/ stir 12100 114163Etco 1JIs'Etoa UPOOEMo 910610d 012$1501 1128U01 USE Mahor'1)•po: 3f18'FJwUOeeon 114•EtaoUoedon 3tt0.6tdaUjncon 1141 E10 CAPACJSFORMULATOORRESPHE`ANCHOR AndtorC3pP9dem9 UOacon Apgngata U6nCOn Agg50ala sci5w(g6)OOmv(g6) eaaw(g6) CAPACITY REQUIRED'CORRESPONDINOTOAN Edge Di3two 64): 7' 1 Ztlr Y 2•tw O•t • i• 2412' 1' 2-its' 21 O.76' 2` 9A6• OAW 9.924• ACTUAL PRESSURE REQUIREMENT FOR THE embadmam I-NO larl 1911 wr4• r 1.114' We d". 1.71• 1.74• 1.114' 2• 1,Ve 1716 laoon5to4) OPENING,WHEN IT IS LOWER THAN THE MULLION 2Anehon Q 6•Mik o.Q I(2)DtO Ards C0p9(Rg.1} 390105 1 596101 t601D5 ros1700145 WORDS 260mv a6t ro5 749sri 46aIn 720 ft 11021M 323 42011:3 660 i CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Andhat5 g3.8'M0L 0.0.t(2)2t6Mt/S COPS(Flys); 78025 780j5a 790105 1818165 2676105 610100 wit WA 112010 078105 Nob* 2704 ft 0'Ift 640 roe MOM MULLION.IT WiLL YIELD A MINIMUM ANCHOR B Anolklf0 42271'MM,O.R i l2)216 PndS CII s iRy 3 1120ib5 1 1120105 1S9I/B 224BIba 22541b5 lVA WA 7061 jb5 WA 7520105 WA 870 tb5 t2Smibs 7860105 CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE RODUCTRSVtSBD ANCHOR CAPACITY TABLE, a caniptyhig w o Aha aildo C FIGURE 1t MLENOTES: tciit;In a .� � to of •• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING, SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. I'm adnF alt Comm FIGURE 2; 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING MOTHS IS ALLOWABLE. 7141 I)!I I t 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 1"0, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN CN SHEETS 1620. .126" 46• �tOENS{o'•. ,�„ • • • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ' No,68706 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3• 0' - FIGURES: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM GSC.WOOD SHALL BE PRESSURE TREATED _, - • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 60046 AND BE AMINIMUM OF.126' O'C THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046`THICK(16 GAUGE),STRUCTURAL STEEL TO BE AT -=" %� ''. STAT£D ttJ; LEAST.120'THtCKAND 103&ALL ANCHORS INTO METAL SHALL EXTEND ATLEAST 3SCREW THREADS BEYOND 4c _ MUL 414 .: i© FLOR70p.•'.�NZ,� • • THE MATERIAL, �%y" - = f��•''••^ ' CZ ANGLE CLIP(FIGURES 1 3)MUST BE USED IN PAIRS, A.LY�t(IIt�1ylL�R,P.E,t FL P.E.#68705 -� 4.000• �- -•'•� 1.000' �- �� 1.000" f-- 126' q I 2.760° •126' 2.7 0' .126' 3.128• 126" 3.188' 126' .126• .128" 2.00' 2,000 2.118' .266° { e d L 1126' L .126' 376' 376 � .806° � L f T 7 _T T .606• T 1'X2•X.126'MULLION 1'XrX.3761MULUON 1'X&76'X.375•MUWON 1•X 2,76'X,060'MULLION PXS.126'X,6'MULLION 1,26'X3.188'X,266'MULLION iS0'X2.1I'X.126'MULUON S0BS•T6ALUM. 600"S ALUM 600MALUM 608$76ALUM. 008S46ALUM, 6003•TSAWM, 6063-TO ALUM, � d �p � X-SECTION *SECTION XSECTION X•SEOTION X-86071ON XSECTION *SECTION N C] Q. •}-{h-,126• �(•*-.128' `-'1 f+-.126' � Q two t�J,1 I} TABLE A i STANDAROCUP I L X6ANGLECUP 0003.78 ALUM I I I003 TOALUMDimen61on Value(in) For Mullion: IL L2.00' X SEOTlON U CLIP 2.00' XSECTION A 1,626 Q� I I 6003.78 ALUM. I 1'X2'X.126' 426" X-SECTION i 126' B 2.864 Alumin' V Q L C 0.886 Tb.M61na, z 428' D 0.7400 O Q A 1,126 1°X2'X.376' O 8 2.404 F S � 6.600` - AluminumCWHERETO .376" C 0.636 TW*Mullion d .376' 3.128•---►I_CREATE F•CUP'See MIN. �6 ON 378"MIN. D 0.480 <C MIN. RETAILF.BHEET4 Q .338"MIN. A 1.876 U•CLIP r--------------------- 8 3.000 1'X2.76'"X t 6063•T6ALUM. F---•---- --- L.. ° �- _3 USED•o L ?" -"--""--"--^--^--'• 2X8ANGLE CLIP C 0.767 .376Atuminum ` 2 U t 6063•TeALUM D f,41S Tube Mullion STANDARD CLIP S OPVIEW OENTER OFANCHOR HOLE MUST LIE WITHIN THE TOPVIEViI E 460 MIA. 8083 78 ALUM E DASHED BOUNDARY.SEE SHEETS 6 i7 FOR THE t x2,76"X CENTER OF ANCHOR HOLE MUST LIE TOPVISW ANOHOR O.C.DISTANCE.MAXIMUM ANCHOR A 1.912 WITHIN THE DASHED BOUNDARY.SEE .336'MIN. HOLEtDIAMETEWANCHORWAMETER+11,6". B 3.000 1650" SHEETS 5-17 FOR THE ANCHOR O.C. I U•CUP O 0.479 Aluminum DISTANCE,MAXIMUM ANCHOR HOLE 6003.76 ALUM. Tubo Mullion DIAMETER.,ANCHOR DIAMETER+iris•, 4'uXa126' .600"p TABLE D 0'836 i ONLY, p3TPa7t# A 2,000 IRODUCTRBVIBBD TOPVI6.600• .376" Mull Dimension B 2837 1 X3.f26"X t �mptgtngxtthfhoFtotlda Mullion BkS.Clip 4110etG8p U CI{p Angle Clip 600'Alum unaing0b0o MIN, MIN, 1"X2"X.1261'(6) ON% USI13M 6661118M 666243M 66WiiM p 0,893 °Mug rel n 6 2Q16 1.137 -- I --- -- 338'MIN, 1"X2'X.376"(8) 886008 WGIUM 8661110M 686244M 688512M A 2,826 yy _ 1"X2.7b"X,376"(7) 88807 Wei 16M 888ti20M 868246M 6686f3M B 3.282 1.2b X3,186' 11t ePloduct<wmt'e1`y 85"Alum .-.,. 1 U-CLIP ,111 t! x,2 A m 1 It 0003•TOALUM 1 ;X2fi6"X 801 ) 88608 0881ISW :.866112fM 880248M. .888614Mw C 0.682 Tube Mull �� N �i n .. j �_,»_ ...__•� D 1 .26 X 18'X.2 6• n , .. _.. D....._.....1J62 1 i t s E 1 X311W'1X.6OO'(6) 66637M 6681116M 6661114M 086242M 668616M TDPVIEW A 1.813 1 121 AIumX `*�, No.88705 '•,••'•* I 1 t I I 1.26"X3.188'X.265'(12) 66841M 6681117M 6881119M 888241M 888518M ■ 1 1,26`X2.11"X.126"(16) 86370 WA__r NIA NIA 868517M Tube MuffOFFSET CLIP 126' 606S•T6ALUM. NOTEg: 0 STATE 0 ATE0 tf: TOPVIEW CENTER OF ANCHOR HOLE MUST UE i F 740• WITHIN THE DASHED BOUNDARY.SEB 1)HOLES 70 8E DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. ���€�6..;O..... • ♦�� DISTANCEIMAXMUUMANCHO HOE 2)SEE SHEETS SAT FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHORO.C.DISTANCE. '��;S,;dNALti'% DIAMETER.ANCHOR DIAMETER+IIIV. A.LYNOILL9R,P.E, 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FL P.E.#58706 V --1 1.009• �-- -{ 1.060• r»- 1.662•-�� 386" i �t .062' I I 106• "1 j'-.1x6" td I .438" 4.000• i .126" Ixa 4.000'T 41.000 2.8 8' 2.0OD' 21 6' d 20X" .128' 128' 126' 1128 I G2z22zzu2z2z= 22 L11 12G A26' '.09 U-CLIP STANDARD CLP X �O r d 3 8083.78 ALUM, 6063-T6 ALUM. 6003-T8 ALUM. 126 166" X-SECTION XSEOTION X-SECTION rL 97fi"' ^3778' 2 M �,�� �y !"X4•X.128'� 1•X4'X.376• 1'.X41"X.378' 1 6.600• m LU W s2 G. G. MULLION MULLION •T'-MULLION CUI HERETO 6,OOo" 378' C O 8063-T6AlUM. 6083-76 ALUM, 800$SCTI N ,376' 3.126"--- »CREATE F•CUP,SEE .376 � 4- 0 �MIN. XSECTtON XSECTION XSECT{DN MIN, OETAIL F,SHEET 4 6" CENTER OF r^------- _- -� 376" LC �-.A 1" .126 = I { 1 I ANCHOR HOLE i MIN, 1.377' t ! MUSTL1EWiTHINTHE I r M I , BOUNDARY. i I V t i I i t BOUNDARY.SEE j SHEETS 6.117 FOR Z ` " ! 2.878' ; - -`»- l 1 !» { i DFHE ISTANCE ANCHOR O.C. Q 610 4 126 Ii I I 11 I 4I MAXIMUM _ _ _~-t co 8 30 I { 1 ANOHORHOL£ 9 I I I I I I DIAMETER: {.. 3.lor i _-----� ------- I ANCHOR L- ---- ______ _� U O O i DIAMETER+1118`. Q N 36°BATMUINDN 8o WTO ALUM. I 2X6 AHOLE CUP 8083-T8 ALUM, 19 cr XSEOTIgN 4 STANDARD CLIP U-CLP TOPVIEW CENTEROFANCHORHOLEMU9TUE 600.76 ALUM. 8083-TBALUM. 2CENTEROFANCHORHOLEMUSTU£ WITHINTHEDASHEDBOUNDARY.SEE TOPVIEW USED FOR ALL I' RHINTHEDASHEDBOUNDARY.SEE .228 SHEETS O.I7FORTHEANCHORO.C. 6,4 MULLIQN9. SHEETS 6.17 FORTHEANCHORO.C. DISTANCE.MAXIMUM ANCHOR HOLE 8ji6ET310 611 DISTANCE,MAXIMUM ANCHOR HOLE OIAMETER:ANCHOR DIAMETER+1118'. TOpy1r DIAMETER:ANCHOR DIAMETER 11W. 3.489" TABLE C 1,077 1 1281 6.800' Dimension Value(in) For Mullion, 371 .376• MIN, F 3.687 1"X4"X.126" RODUCTRSVISBD r_»- -_, -------�- 0 11.000 AIUmlOumTube uoomplylns%viihthoPlodda I i 1 I H 2.880 Mulilon unam$coax !I sw Canso No 12b' 48" I I F 3,187 1"X 4"X.376" P m 1 - 2,280" S I i i SaOo" 0 0.767 Aluminum'T'ube& Y � ON f 3' 0' i i i H i H 2 430 "T'Mullion vuw-fDa 0 Pro ci�on,roit 003TOALUM, I I I t ° L11t1�1111/1/tjt F 2,813 30 Bay Mull X SE0T10N I I 1 s, --------i::::, .i_ _____� F 2.676 093ay.'Mult TABLE D *�� ,228] ..»,981"+4 OFFSET CLIP Mull Dimension PGTPurLN *: No,68705 .126` 8063-T6ALUM. (sheet#) Mullion Old.Clip Offset Clip U-GNp Anglo Clip TopviEW NOTES, •740" 1"X4'X.125'(10) 8$384 688111M 6601122M 600241M 666818M O 1` ' Z . ��''. ! j 3 ill. 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RE87RICTIONSGIVFN ON THISSHEET. 1'X4'X.376"(I J) 88010 888112M 6881123M 886242M 888518M F � 1"X30 Degree 8$S069g 88NAM 888W23M SWAM 6885!1 M 2)SEE SHEETS 6.17 FOR SUGGESTED,APPROXIMATE HOLE LOCA714N3, 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 46 08afea(17) 88850 NA NA NIA 6866117M A.LYNN MILLER,P.E. FL .9 706 TABLE E MullDlmonelon POT Part# ¢ 1 � {ehoot#) Mutilan Std.Cilp (JCAp Anglo Clip } �' ! -"��^-.126" ,{t, ,12G• � 2"X4"X.26"(13) 111 666261M 866271M 8666112M 2"XB"X.26"04 68804 1..866282M 888272M 6665113M 1 STANDARD CUP Li U-CLIP ZMANOLECUP Y 6063-TOALUM. 006 MALUM. 0083•TOALUK d 2A00' XSECTION 2.16" X-SECTION 2,(00' X-SECTION NOTES! 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING t 126" 126, 126• Nd DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET, T 2)SEE SHEETS 5.17 FOR SUGGESTED,APPROXIMATE I 0 HOLE LOCATIONS. 1.450 '^1.400'-►I 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, 0.600, V a' CUTHERSTO 8.000' 376' N fl. 3.600'—'—''—'� CREATE MIR 2.000° 376` C SEEDETAILF, •378' Q 376' r MIN. MIN. - r�SHEET4 M61• U) [] -- ---� - -- -- i -------^-1 C _____- r-------- (I j F 4.060" 3.43s' g + 3 43s' 4 }—-—----._ ka o ¢ u 260• 2•X 4"X 26' i —' 3A86' MULLION i to 0063.76 ALUM XSECTION I i{ I 376" Gy Z '- - _ I--- J -- -- L--------------------- MIN, ----- Ll t._^-STANDAROCUp 2X6 ANGLE CUP Q d 0 U•CLIP,606376ALUM. 266' CENTER OF ANCHOR HOLE MUST UE 60070 ALUM, SED FOR Y X 4•MULL�CN SHEET 13 CENTER OF ANCHOR HOLE MUST LIE 6083 Te ALUM � Wr7HINTHEDASHEDBOUNDARY.SEE TOPMEW '- WITHIN THE DASHED BOUNDARY.80 TOPVIEW SHEETS 0.17 FOR THE ANCHOR O.C. TOFMEE- SHEETS 6.17 FOR THE ANCHOR O.C. D18TANCE.MAXIMUM ANCHOR HOLE CENTER OFANCHOR 14OLE MUST LIE DISTANCE.MAXtMUMANCHOR HOLE � VIAMETER:ANCHOR DIAMETER+1t16. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DiAM6TER+IRR. SHEETS 6.17 FOR THE ANCHOR O.C. 6.600' DISTANCE.MAXIMUM ANCHOR HOLE CUT HERE TO DIAMETER:ANCHOR DIAMETER 1111r, 6.000' 3,600' CREATEFCLIt 376. ,376" MIN. 4 _SHEETEP 4AaF, IN. _ MIN. 376' -- -- - ___---, -- _- r _ _____ _---------- r ______ __ ppUCTRBVisSD nxtasnpiyln44tvitht4teFlor(6a BuI1dIn0Coda � Q 1 Ars4gt to Nn I i I is Doi Ito 1 I 4 t t II 4660" I k --_-_--....-.-j D ro U01CM ...260. 8.000' re -�-^---- —t-'-- ----� 4 t 6.436° i it1I11 1 6A lV 6.438' 2'X8'X,26' t i I i `��1�t,r' LICENSF'' Qp fi MULLION 1 I SOWTOALUM No.68705 XSECTION 1 376" = 1 --------- TA--a L---------------------� MIN. •'011--*..i z6o• ',fi •.�coRyoa.. ' STANDARD CUP UaCUP 2X6 ANGLE CLIP � 0083•TOALUM, 0063.76 ALUM, 6083•TOALUK ���s70NAL TOP NEW USE- ,FOR 2'X 6•MULLION,SHEET 14 TOP VIEW A.LTt NIVIOW P.E. TOPVIEW FL P.E.#65706 EXA PPL,E 1;SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 24/4,THE OPENING REQUIRES ADESION PRESSURE OF+60,01.60.0 PSF. NOANOHORB INHOAD 1)INITIALLY ASSUMING THAT A1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72•AND THE OPENINOWIDTH IS 32'+32+1"=B6'^REFERENCING SHEET 22,THE COLUMN USING p RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4'AND WILL MEET OR EXCEED THE REQUIRED N.S DESIGN PRESSURE OF+80.01-00.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEM LARGER SIZE AVAILABLE. 'Noe See see FROM TABLE 3A.SHEET 7,THE 1"X 2,76"X.376'MULLION(LENGTH-79',OPENING WIDTH-70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+168,3 PSF AND WOULD $ FENE8TURA ON SHEETS4 NOT BE SUITABLE FOR THIS APPLICATION. Y APRROVAL 2^3 FROM TABLE 4A.SHEET 8,THE 1•X 2.75'X.00-MULLION(LENGTH=72',OPENING WIDTH o 70")HAS A DESIGN PRESSURE OF+1.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE d 7• OPENING AND MAY BE USED IN THIS APPLICATION,NOTE THE ANCHOR CAPACITY REQUIRED OF 638 LBS. MULLION LEN GTH 2)USE TABLE 48 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X6 d l J� ANGLE CLIPS WITH(4)012 ANCHORS HAVE A CAPACITY OF 840 LBS,THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. z �N DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL O SHESTS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE 3 2d INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1.80.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 836 LOS.ALTERNATIVELY, W t• NO—AN—CHO—it`-s{i}xiYINOOWetLt THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF OD PSF. DO ID -!F--MULL VAOTH (60 PSF)X/ 63B LBS 524.8 LBS (MAY BE USED TO QUALIFY N 10 STEEL SCREWS FROM TABLE 48) WIa OPENING DTH \72.7 PSF U THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMSS AND USES A CONCRETE HEADER AND BILL.THE WINDOW FRAME DEPTH 18 2.318 THE OPENING REQUIRES A n DESIGN PRESSURE OF+60.0168.0 PSP. ,,,1 66 M FOR THE VERTICAL MULLION: KI 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+1"=106'AND THE OPENING WIDTH 1830'438•+1'=73",REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 248'AND WILL tt �f o EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60.01^86,0 PSF.IF THE TABLE DOES NOT 6HOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. 8 8 FROM TABLE$A,SHEET?.THE 1'X 2.76"X.378'MULLION(LENGTH u 100%OPENING WIDTH=OO')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE 18+1.16A PSF 5 DO MULLWAOTH-'��.- AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE OA,SHEET 13,THE 2"X 4-X.260'MULLION(LENGTH=108',OPENING WIDTH a 80')HAS A DESIGN PRESSURE OF+184.7 PSP WHICH EXCEEDS THE REQUIREMENTS Q O O BEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. BEE DETAILS, 3 PENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 21 TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36"+38`+2'x74',NOT 73'AS PREVIOUSLY ^� PAotlOCTB 24 ASSUMED.VERIFY THAT THE DESIGN PRESSURE I8 STILL APPLICABI,E FOR THE ADJUSTED OPENING,ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL THE 73'DIMENSION i ' ' — i 2)USE TABLE SB TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FORTHS CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED VeitMAtt I CONCRETE HEADER AND BILL ARE 0'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE S',CARE MUST BE TARN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION` — ^' USING THE STANDARD CLIP WITH(0)3118'"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.1/2"GIVES AN ANCHOR CAPACITY OF 1060 LBS WNICH IS GREATER,AND LENGTH Bea `•Bee THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 071 LBS. DETAILS, DETAIL E, OPENING SHEaT82A SHSST3 FOR THE HORIZONTAL MULLIONS! HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A r X 4'X,280'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER � MVV ION T, / MULLION TYPE COULD BE CHOSEN. - ODUC7't1BV18BD j/ a san>plyleatv11H0mPlod4u �» 1)THE MULLION LENGTH IS 30'AND THE OPENING HEIGHT IS 32'+72'+2'=10S•.REFERENCING SHEET 22,THE COLUMN USING TRAPEZOiDA11TRUWGULARLOADING MAYBE ulidln3Codo 2 __ USED.FROM TABLE OA,SHEET 13,THE Y X 4'X.260'MULLION(@ LENGTH 0 42",OPENING HEIGI4T a 1201)HAS A DESIGN PRESSURE OF*/-170.0 PSF WHICH EXCEEDS THE !om tMc4 Nu •7 7Lys0 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION,NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LBS. Sea DETAILS, 2)USE TABLE 88 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE,IN THIS EXAMPLE,ASSUME THE CMU JAMSS ARE 6" l�De 1 to « tro SHTs WIDE,IF THE MULLION CLIP WERE TO 8£CENTERED WITHIN THE 0',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X6 ANGLE CLIPS WITH24 AAt I Y (4)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1"GIVES AN ANCHOR CAPACITY OF 840 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 821 LBS. �10EN3�'•.4` ii t!ENIXG HORIL �30',HOR2.l 4)FOR THE U•CLIP IN THE HORIZONTAL MULI IONTO VERTICAL MULLION USE THE SAME ANCHOR CAPACITY OF 621 LBS.TABLE OB FOR THE U•CLIP SHOWS THE ANCHOR MULL LENGTH CAPACITY 181074 LBSWHEN USING 3ANCHORS,WHICH IS GREATER,ANDTHEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 LSS.THENo.58745 MADTH FOR VERTICALMULL ANCHOR TYPE IS A#12 STEEL SCREW. E y 1 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: i +/•84.7 PSP FROM THE VERYICALMULUON; +/-170.0 PSF FROM THE 38"HORIZONTAL MULLION ATTACHING TO CMU; ' O ' STATC +1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). �ifi�''.•t(OROA,.' 04% THE LOW96T DESIGN PRESSURE 13+)- 7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS.f VAL VERIFY THE DESIGN PRESSURE OF THE FENESTRAT ON PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION /f 111111111 1 PRODUCTS.WILL APPLY TO THE OVERALL ASSEMBLY,FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYNN MILLER,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705 f I i t EXAMPLES OF RECTANGULAR LOADING• EXAMPLE$OF TRAPEZOIDAWRIANGULAR LOADING: PW i a SHIDH SH1QH SH/DH ORION PW PW 0 52) LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS HINGED DOOR SOD Z PW LOADING OF VERTICAL MULLION N Z LOAOINOOF HORIZONTAL MULLION PIN LOADING OF HORIZONTAL MULLION - co PW PW PW N 0 G7 / ! Pw p $� 6H/Ox SH1OH Q to � HlOH HIDH OJ t0� '30: :is f sHIOH � 'a f j ti J !! f 1 LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION r �7 PW PW _ LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL P ---- MULLION HINGED DOOR PW PW NOTES i111 RODCICTRBVISBD ! 1)DRAWINGS ARE Sc RERESENTATIONS OF TYPICAL 4ltdlltS v .� CCA 44017 N4 PW CONFIGURATIONS. 4 !/ f I! t CONFIGURATIONS NOT SHOWN f f 0 f I/ // MAY 6E EXTRAPOLATED FROM Islip' jI lo, 1 THOSE SHOWN. � 2)IF THE LOADING TYPE CANNOT �� .•'�tCEN3' tee I PW BE DETERMINED,USE �:* F % PW PW i /! RECTANGULAR LOADING. No.88708 t S)SEE PRODUCTS'APPROVAL FOR LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION fff{ ,t� j ACTUAL ANCHOR LOCATIONS. / (�jal: PANEL OF HINGED DOOR 18 NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I ✓ '�O STAAtGi! I 300 'rf '•.NORION.'�S�'���� 4 lo''f`,1/4111 NAGt �`�� LOADING OF VERTICAL LOADING OF HORIZONTAL A.LYNN MILLER,P.E. MULLION MULLION FL P.E.#$8705 10!712015 4 :47:5 PM Lisa Wilson 941. 4UV. iovv MIAMI• J1 MMMT-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECOt ) 11805 SW 26 Street,Room 208 ]BOARD ANP CODE ADMINISTRATION Df 4►IS T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE(NOA) wm4 miamidade.&WeconomY PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: I This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami--Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Js risdiction(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 inuriediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone: DISC {PTION:Seriesr W-520 Vinyl"White PVC Fixed Window=L.M.I. APPROVAL DOCUMENT: Drawing No. 5190-1 titled"Vinyl-Picture Window, Large Missile Impact", sheets 1 through 10 of 10,dated 08104108,with revision C dated 06/01115,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami--Dade County Product Control pection. MISSILE IMPACT RATING:Large and,Small Missile Impact Resistant LABEY ING: 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 m:mber 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 NfOA revises NOA#13-1009.04 and consists of this page I and evidence pages E-1 and E-2,as well as approval docwnent mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. Mi°MI•°a°aGoutvn NOA No.15-0612.13 Expiration Date: January GO,2019 .i /�,'��1� - Approval Date: July�3 2015 j Page 1 I 10/7/2015 4 :48:04 PM Lisa Wilson f PGT Industries,Inc. I I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-118201 S) 2. Drawing No. 5190-1, titled "Vinyl Picture Window, Large Missile Impact", sheets 1 through 10 of 10, dated 09/04/08, with revision C dated 06101115, prepared by manufacturer,signed and sealed by Anthony Lynne Miller,P.E. B. TESTS 1. 1 Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94: 4)Large Missile Impact Test per FBC,TAS 201=94 5)Cyclic Wind Pressure Loading per FBC,TAS203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of a series PW-520 vinyl fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-5712 and FTL-5729,dated 08/13108 and 09/09/08 respectively,both signed and- sealed ndsealed by Carlos S. Rionda,P.E. (Submitted under NOA No. 08-0820.15) C. CALCULATIONS 1j - Anchor verification calculations and structural analysis,complying with FBC 5'h Edition(2014),dated 061105115,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 21 Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1+ Miami-Dade Department of Regulatory and Economic lkwowm OMR.). I i F f Manuel P P.E. Product Control EWMiner NOA No.15-0612.13 Expiration Date: January 08,2019 ( _ Approval Date: dulym2015 E-1 i 10/7/2015 4:48:01 PM Lisa Wilson 941, %0U. X0VV _ PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E, MATERIAL CERTIFICATIONS 1, Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their. "Kuraray ButaciteS PVB Glass Interlayer°'dated 04125/15,expiring on 12/11/16. 2. Notice of Acceptance No.12-1017.02 issued to Quanex Building Products,Inc,,for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated I 02/07/13,expiring on 12/26/16. F. ST TEMENTS 1. Statement letter of conformance,complying with FBC-Sth Edition(2014),dated June 1,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated June 1, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3., Laboratory compliance letter for Test Reports No.F TL-5712 and FT"729,dated 08/13/08 and 09/09/08 respectively,both signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No. 08-0820.15) G. OTHERS 1.1 Notice of.Acceptance No.13-1009.04,issued to POT Industries for their Series "PW-520 Vinyl"White PVC Fixed Window-L.M.I."approved on.11/14/13 and expiring on 01/08119. I II� E - { Mafiuel Product Control Zkolniner NOA No.15-0612.13 .Expiration Date: January 08,2019 Approval Date: July 23 2015 E-2 r . I NOTES: LARGE MISSILE WINDOWS NOADRAWING TABLE OFCONTENTs sHEer o 1.QU4ZtNG OPT#ONS --_ %; GENERAL NOTES...........................1 v A 7t0 LANI#J G GL1tSS�GC3MPR#6Ep OF(1j LITE OF 3/10"TEMPERED OR ANNF_ALED GLASS,AIRSPACE AND 6H8"LAMINATED GLASS ELEVATIONS...................................2,3 `. SGH IS COMPRISED•OF{2)LITE pF il8"ANNEALED GLASS WITH AN A901NTERLAYER OF BUTAGITE PVB BY GLAZING DETAILS..........................4 0 KlJRARAY-"'AA6ERlCF+sfNC GLAZING DETAILS,......„.................6 9:t"LAMt{.G.GLASS COMPRISED OF(1)LITE OF 3110•TEMPEREb OR ANNEALED OLAS9, AIRSPACE AND 6116'LAMINATED GLASS SECTIONS,BOX FRAME................8 WHICH IS COMPRISED OF(2)UTE&OF 1I8"ANNEALED C3LASS WITH AN,tletl INTERLAYER OF BUTACITE PVB BY CORNER ASSY,BOX FRAME.......6 KURARAY AMERICA,INC. SECTIONS,I.F.FRAME...................7 ;p 2.DESIGN PRESSURE RATINGS:(SEE TABLE 1 AND NOTES BELOW) /y\ CORNER ASSY,I.F.FRAME.........7EXTRUSION PROFILES.................8 N A.NEGATIVE DESIGN WADS BASED ON TESTED PRESSURE AND ASTM E 1300 GLASS TABLES, PARTS LIST.....................................8 01 B.POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER TEST PRESSURE,AND ASTM E 1300 GLASS TABLES. ANCHORAGE,BOX FRAME...........0 -3.ANCMDRAGE,-THE_33Jt3_5b STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, ANCHORAGE,INTEGRAL FIN.......10 INCLUDING BUT NOT LiMTTED Tp$T`EEt:SCREWS;THAT-COME-INTO-CONTACT-W1TtiOTHER_DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.CURRENT EDITION, - ----- _ __ 4.FOR ANCHORAGE INFORMATION SEE SHEETS 9 AND 10. 6.SHUTTERS ARE NOT REQUIRED.FOR INSTALLATION OF UNITS ABOVE 30'FROM GRADE IN THE HVHZ, t' THE EXTERIOR CAP OF INSULATED UNITS MUST BE TEMPERED 0.REFERENCES:TEST REPORTS,FTL4712&FTL.5729. w� ELCO TEXTRON NOA F, ANSUAF&PA NOS FOR WOOD CONSTRUCTION QUANEX BUILDING PRODUCTS,INC.(WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS AND DOORS) p D 7.THIS PRODUCT HAS BEEN DE81ONED&TESTED TO COMPLY WITH THE REQUIREMENT'S OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ), ABLE 1.DESIGN PRE SWRES tPSF) MA-BG TYPED:A,TAY LAMINATED N8ULAWD GLASS(3/IS-A-AIRSPACE-1/e^A.,.890.UWA.) S.V LAMINATED INSULATED GLASS 118'A,-AIRSPACE 118"A...000.110'A.) WINDOW GLASS- ! W 1um HGKIHT TYPE ADO _r:AotoDo 82.000 ED -'44 W-wt#%S +80.0 +@0.9 I Wo ! - @o 0 +00.0 -M.9 r ALiE &0380. A338 19.848Q. 7. FT. Paccuc'rIt9V189D mwmply vhhmo PIWM. 4p 40.000 A,8 +@0.0 -00.a +80.9 -0o.o +80.0 •80.9 +70.0 .70.E "tom L-140 -04l1rd.L�j O AREA fE. SQ. T. 10.70 D.F 1B.OB 4.FT. 19.3E O.FT. Irollon Wro lq 40.DOD A,8 +80.9 -80.0 +80.0 •80.0 +80.0 •80.0 +78,0 -70.8 ay r AREA 18.86 .FT. 0. O.FT. 19.49 . T. 10.8 SOFT h} n r d 4 AWA.S 430.6 +79.8 -70.9 • ARS 1IL2 a. B 8 .F 19.01 20.21 uLLFT. 40.000 A.8 I +80.0 I -0D.O +7$.@ -7@,e +79.0 78.01 +78.3 1 -78.3 AREA 19.67 SQ.FT. 2MOO SQ.F. 1 20.33 8C!. 20.87.8a.f ��� VYNN tCl NOTE: �It�.J�NOE•..Fp i� 1.THE MAXIMUM ALLOWABLE DESIGN PRESSURE FOR 112 CIRCLES IS•f-80.0 PSF FOR ? ALL SIZES. dr; (,40.88705 r 2.IF A TEMPERED CAP IS USED MAX.OP 19+t-FA.0 PSF. aa• t+tlaa a nratawswaerenr�aa4rEa +m m'°"'° ''A''•,, s'l '� �. : e�•'` 0! rr. land o frara+a0oaesm of lanrsravaua9ro»9c NOTES TABLE Of CONTENTS& RESSURES '.O •.Fe oa�o,. aCa: a so 0"148 0 Rev"oNareBLow YF>OCEaausn Vb PlCtUn3W/ndDW La aMlssita!m aci a,w M 4iMoh'R Mrl{ V7rtbb Fitter a [ueroe t7 aoslsxaleo AP.E. NTS L F .E.1 1D 81&0.1 C .L P.E. 58O 8 0 r o .1 N 48`MAX. 61 i/4"FRAME O.D. 48"MAX. � 12"CEM'@R81 AX, 4MAX TVP.MAX tis N 'Cf 192- 62" y MAX. 881/8" 681!8". MAX f! MAX. DLO f DLO 0 ff p b 69114" FRAME O.D. ro r MAXI I E IrR �s� ,.�., a- -- maaMa CoJ. W _ — — = o - A=m ! a • — %19 44 118'MAX.DLO c 44118"MAX.OLO p BOX FRAME iNTEGRALFtN MAX.312E 4$"X62` MA?C Sl,ZE NOTE: FOR ANCHORAGE INFORMATION SEE SHEETS 9 AND 10. 4Q ttlSEN A YBiNCAAL--mmltsTlEft f19N fW177Af011hWDCWON/YE /�TIN•g r..e tavuvtt s +vocruKoenusstrFet ftym rFe+z�tra l i7NA1, ```. G w Q&ms a nrocrttnoerwss r asgQt�tsar �Wa IPlctvrapbwj ow La miasma IM ct r�r i�N-,,'� D,D. q.COA + ab" "* pttc67s M'T8 2 w 10 81s17�i ("' A.��p,E#507tla-p- f 4"CLCI AOX.TYP. 0 34 518" FRAME 27 518" 0.0. to MAX. DLO 31 1112" MAX. 3 4"O.C. 5. •14/2" MAX. MAX.Typ. MAX rtP. TYR 12"o.c.mug W 58118"MAX.DLO p :c 63"MAX. 27 516' 86114"FRAME O.D. W MAX DLO 31 112" HALF CIRCLE,- INTEGRAL FIN I MAX. MAX.sIzE c aw X 31.5" e" (D 12"CE14MRS AfAX +�;pu f5-O(o12.13 0 co So 116"MAX.DLO 63"MAX. HALF CIRCLE- BOX FRAME MAX.SIZE=63'X 31.5" % ovos V NOTE: p FOR ANCHORAGE INFORMATION SEE SHEETS 9 AND 10. as flA2WW A AM ternmDAM0 WOMB VA77ONS OCR a M ct r AL VOME.n 34270 1 Prature Window.to a MISSH, I fic 8"Vis A. Px. 10 5190-1 C P1 p e a selos PW4%W AMS 3 it COA 0"2W 1*OVERALL GLASS NOMINAL I"OVERALL GLASS NOMINAL 5116"LAMI GLASS NOMINAL smw LAmi GLASS NOMINAL 1/0*ANNEALED 11W ANNEALED eV GLASS GLASS AIRSPACE .090"BUTACITE AIRSPACE 090"BUTACITE PVS INTERLAYER BY PVB INTERLAYER BY 3M6"TEMPERED OR KURARAY AMERICA,INC. 3116'TF-MPEREDOR KURARAY AMERICA,INC. ANNEALED GLASS GLASSANNEALED ANNEALED LASS I/8"AN ANNEALED GLASS GLASS m Rs 1121,NOM 8 112"NOM GLASS BITE GLASS SITE ac 5 $ v OUTSIDE u - OUTSIDE Ip G5 2 OPTIONAL–/ OPTIONAL FLANGE FLANGE CD 1" LAM! I.G. GLAZING DETAIL -1"LAMI-1.-6.-GLAZING-1).ETAIL WITH 5/16"LAMI GLASS y. WITH--5/1 WQLASS�-,-- BOX OR INTEGRAL FIN FRAME ---:B0ik0R-jNT--E-QRAL FIN'"FRAME, (BOX FRAME SHOWN) (INTEGRAL FIN14kAMESHOWN)` 04 T ova f tag" pm cup makes ANO DETAILS Mndow MftsNe X-2721 P'Cwl& 'P.E. aWeto mc3—w— Impact ame I vb"'adttr — A. WdWA. 4 -10 5190-1FL ft 5870s 718"OVERALL GLASS NOMINAL 718"OVERALL GLASS NOMINAL 1/6"ANNEALED 6116"LAMI GLASS NOMINAL118"ANNEALED rimirt-AmiGLASS NOMINAL GLASS GLASS AIRSPACE OW BUTACITE AIRSPACE 090"BUTACITE cn —PVS INTERLAYER BY —PVB INTERLAYER BY 3/16'TEMPERED OR KURARAYAMERICA,ING. 3/IV'TEMPERED OR KURARAY AMERICA.INC. ANNEALED GLASS ANNEALED GLASS 1/8*ANNEALED 116'ANNEALED vi GLASS GLASS 112"NOM 6 112"NOM GLASS BITE GLASS SITE 3LASS MIT 4 4 0 iU' 1U1 • r I OUTSIDE u Fl OUTSIDE 3 PRODucruevIsso Ass pjylnvllh the rwa. OPTIONAL—/ mminco OPTIONAL A",W� FLANGE FLANGE a herb CD 7/8"LAMI I.G. GLAZING DETAIL 7/8"LAM) I.G. GLAZING DETAIL ...... WITH 5/16"LAMI GLASS WITH 5/1&' LAMI GLASS . ... BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME t4m 60705 OJ (BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) : k AA-517, . 1-21 AGL rMW VATEO IrAMINQ Lmm GLAZING DgrAILS poll tom m cc ====l'6 ir Pfcbjre y1miaw �j Lamb missno aww A.L kifi%R.P.F— pMov to 51so-i Fa 0 38 10 3 13 14 2 pa 3.250' OPTIONAL 3.260" FLANGE 2 OUTSIDE -3- TYV. MAX.WINDOW WIDTH HORIZONTAL SECTION (BOX FRAME) MAX. WINDOW- HEIGHT 9 13 to zs 4 5 V— INSIDE CD MAX, DAYLIGHT OPENING pnaovcrnnvwsn 'p HOT WELD 3 Mgt A- "Data HOT WELD CORNER ASSEMBLY %YNN ft, ...... (BOX FRAME) 2 VERTICAL SECTION (BOX FRAME) tZ 0.42t _M21418 _-A1n.PERAaWMA0ffL m7mmovas CORNER ASS'Y.BOX JMM"4ME 00 &WAff SECTIONS .. ..... .... altos W&" a NOCUMQUIPHISSNEer Wnvi Picture window,Larne Missile at /ON sa ams a mo A. NMI L P.E. rUA — 5190-1 70r FEES. A t opm 0104me 6 IV 3 3 3.25W ro o CE13 14 OPTIONAL 3260. FLANGE co OUTSIDE V 3 Vyp. MAX,WINDOW WIDTH ,HORIZONTAL SECTION `-t7 MAX. l(NTEGRAL FIN.) WINDOW 9 13 HEIGHT 10 14 co INSIDE 0 4 5 MAX. DAYLIGHT OPENING 3 WELD PRODU w . I B.11dift A. 1 9 l'y 0 0 1 lune HOT WELD CORNER ASSEMBLY o (INTEGRAL FIN) NsFp --QVER-T-1 At,-SECTION 611106 S Ar wwg co A IF Or- A PERAUAA04XAWLB a"Eviddif" P,.-* SEC S.INTEGRA laffewnif a moc MIS SHELIr t "',r,�S'IONAI. qr —VinviPIcture Vftdow.Lq#Ve Missile lm OSUV14F a NO CMONCa TNIV allEEr F.U. D.O.m�'a. -I—HALd 7 -1 10 600-1 0 FLPZ 587 A.L r ITEM DWG NO. PART# DESCRIPTION803.1 - .21W 1 BIBS 435165 MEGRAL FIN FRAW_HFAD,BLL.&JA NO 268'1 .1 2 5135 e5`136 BOX FRAME HEAD,SILL&JAMS imiv 4 0 3 5109 65109 FLUR-INSTALLHOLEOOV'M 4 "03 65148 SDI.7/W'LGL BEAD ITEM 3, 035 . . ITEM5,. 5 8482 65112 NTD—V LG,WAD 1. I.G. BEAD INST. HOLE COVER 6 _0=11gosil.10:3m IMATL:White Ridged PVC mArl-,Wh"a R[daed VC 7 3.62511 by Quanex Building Products,Inc. by Quenex Building Products.Inc, a DWG NO,5100 DWG NO.6492 718"LAM LQ_GLASS.3f1W TEMPERED OWBOARD- n Co .040" .272" 9 ARSPACE-11rANNEALeD09V'SUTAClIWR/B .070" MS%AYFR-11WANNFALED(811V-LAAM 7 M-LAM LCL-GLASSt-311151AN E _-NEEALIEDOUTBI L_QAFd) .040" ITEM 4, 10 AIRSPACE-Iff'ANNEALED-ma,om—caEW INTERLAYER-118"ANNEAL®(5116-LAhM 2.000. 11 MATL:White Ridged by aunnex Building Products,Inc- -ITEM 5 T �E 12 0WQ NO. .0w V LAM kca.GLASS:31161 TMPUI-80 OUTBOARD 13 AIRSPACE-118"ANN ISALED-.0971 BUrACnBW4B NTERLAYER-118`1 ANNEAJM(51611 LAKM f LAIA I.a 06&SS-3116"ANNFALED OU780ARD- 0 14 AIRSPACE-1/8"ANNEALED-.090"BLfrACITEM FVB I I M3RLAYERI/8"ANNALD(6/1&LANK (TEM I INTEGRAL MATT _WhlwRldgod;PVC by,Quanvd)(BillfdGg Praducl,6-.,iria. NOTE: bwd No.SIBS ALL EXTRUDED VINYL MANUFACTURED BY QUANEX BUILDING PRODUCTS.INC. ID.04W or 0-.IPAIV "FwIft F 84db*C. 2.000" zw Dml m 0-, L\\-p—o6a.. 11 . .. • I \\I0111111, 3.250" NN ITEM 2, BOX FRAME MAT'L:White Ridged PVC by Quanex Building Products,Inc. CD- DWG NO.6136 _915 "'N TEV A FERAdAMA&AWAMERnATralaaw ioAr ppomes a mim L ....... Tom»A otooYalAA> 7MOSIMOr NOCMANaV v1t)y1p1ctu!g FMdow.LAWS,MISS110 Irmact Ow =. .- N IL R,P.E- A004. fo also t C pm*59 os 13/WMIN,EMBED 2tUVO00UCK 112"MIN.EDGE SHEgr 10) 13/81'MIN. 114"I!4"MAK.SHIM 4 (see Norys 4 112*EDGE MIN.EMBED lut0a 0 ' #108CAEw MAX SHIM nom. -2rVW00ftUCK "MCU Ac 1866NOVW4. RANGE e allzErio) 2itti 166"MIN.EMBED (x �4VIO 60R&W MAX, (a;EN�AX:NG1 SHIM w4earto) OPTIONAL 1/2*MIN.EDGE V JAMB-BOX FRAME HEAD-BOX FRAME SILL-BOX FRAME THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD 13/8"MIN.EMBED 8AKSIMIN,CONCRETE INWOODBtJCK I W MAX.SHIM CRI.VK6lAflAECMU MEENOTEI EDGE DIST, I 3l8"MIN.EMBED Vt EDGE Diar -7 bvooDDuGK IN WOOD SUCK 114" (6=764 MAX ___f SHIM -k-L OPTWNAL 3718 ULTRACON RANGE MAX.14P j w OPTION41. rn 0 3HS'A/L RACON SHIM RANGE DNcp-m DUCK 3.6KSIMIN.0 OWPOrRIOMNAL NOM4. OA fAmal emm cmu..A DIST, SINEUr IQj EDGE JAMB-BOX--FRAME HEAD. -BOX HIFRAME 13/8 IN.EMBED F� � _ TRO :tAME-1NTO�CONtIkETE THRO09R.FRAMEANTO CON16R'j - i�T' E t�_ -I-x-BUCK OPTIONAL 1x BUCK OPTIONAL to 0 CoNiiR��'. -THROUGH,FRAME,"INT E� B• r5ololo.C.MAX T - I.— U-1 Fimnsw A BUCK OPTIONAL pl-ift m nuadiallcodo A-.Pt=-N p 0 FOR EDGE DiSrA 1NICE T—E 7 1 9"'a (o 'r DIM. MAX. REQUIREMENTS Oda 0 (4VMAX.) 8PACINC3 FOR CONCRETE OR cAmAul 0 lror- kll III— VINN .......4114, P (62"MAX) MEA ALL V2 CIRCLES START ANCHORS 6' FOR WINDOWS LESS THAN 4(r,USE 12-ON CENTER DIMENSION. FROM THECORNERS AND A MAX.OF Ir O.C. -7 as f a AN MUM aEDErAILS,BOX FRAME I ROL w.Lema)INsaft Imbact ON V Now"wL."mencEr )w Plowre MhLp _4 o &owe M&ry va� — A.L R,P.e. . I NMI a -to 16190-1 FLP.E.U58705. .UV-DIA x I WROORNG a 1/2"MIN.EOG AWL,1112•MAX FROM 1.430'MIN.EMBEDMENT I/4"MAX SHIM CORNEA 4 1/8*ac., TYPICAL FOR RECrANGLEA 2X WOOD Buric SOLIA06%A I&CHICLEM 2jVdoO0BtAOK E 2m WOOD BUCK 112"MIN.EDGE Mral NaW 4) 11N* T SHIM OPTIONAL OPTIO I 1.43ir MIN.EMBED FLANGE 114" FF AWE vt MAX. lWDAxf freROORNGNAIL.— T SHIM I la-MAX FROM CORNER 1/2-1 MIN.EDGE .t2O'Dk4.x I toWROOFINGNAIL, FORR.'_=� 1.430"ml_.;;.�d L FLA w""FJWM 6QUAP",a 112 CIRCLM116W SO(MMA 4 12 CIRCLE'S. JAMB M/NAIL FIN HEAD W1 NAIL FIN SILL W/NAIL FIN THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING N p O co PRODuar RRVIWO NOTES: WtdfAsCft 1.FOR CONCRETE(MIN.2.0 KSI)APPLICATIONS IN MIAMt-DADE COUNTY,USE ONLY MIAM14DADE COUNTY APPROVED 3/143-ULTRACON. EMBEDED I D/W MIN., DISTANCE FROM ANCHOR TO CONCRETE EDGE IS V MINIMUM.MASONRY SHALL CONFORM TO ASTM 090. tD 2.FOR WOOD(G=0.56)APPLICATIONS IN MIAMI-DADE COUNTY,USE#10 STEEL SCREW,EMBEDED 1 318"MIN 3.FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY,USE.120"DIA,x 1 1/2"ROOFING NAIL 4,WOOD SUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE SUCKS WHOSE—TOTAL THICKNESS IS LESS THAN 1 112". Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2*THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY t4N HAVING JURISDICTION, 6,FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF W63-TS AND A MINIMUM OF 1/8"THICK.THE gz ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ti cc ALUMINUM.IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRAccNS MAYBE USED ia. -71 F —1 ANCHORAGEDETAltB INTIEGRAL'FIN sl(Af falolscNlvaworcanAt • PLO j.A.—-tw&of a— No 1-1Inissweer 1%4ny Window La 114138110 1 Oa a"ar0lroe ec =6", UMNOW TO.MrROOFINO MAU. _IP[Cft" n E4.Pa. p='%m Wibtyjzt IV FL CCA 020MO 10/7/2015 4 :32: 6 Pm Lisa wiison ll. 'MIAMP ML4MI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11905 SW 26 Street,Room 208 BOARD Al D CODE ADmmisnAnor4 DmsioN T(7W315-2590 F(786)315-2599 www.miam1dn4L.&ov1econem1 NOTICE OF ACCEPTANCE(NOA) PGT Indistries,Inc. 1070 Technology Drive I North Venice,FL 34275 SCOPE N01 is being- This � issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having J�'risdiction(AM. This N(!A. shall not be valid after the expiration date stated below. The MiamiDade County Product Control Section(In Miami-Dad6 County)andlor the AIU(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 AM may immediately ediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to i evoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material flails 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,inJiuding the Iffigh Velocity Hurricane Zone, DESCRIPTION:Series"SIS 500 Vinyl"White PVC Single Hung Window—LHX APPROVAL DOCUMENT: Drawing No. 5191-1, titled "Vinyl Single Hung Window, Large Missile linpace'.I sheets I through 11 of 11, dated 09/07/09, with revision D dated 06101115, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami- Dade County Product Control Section. 1'V RATING:Large and Small Missile Impact 14riistant LABUL6, G:NEach unit shall bow a permanent label with*the manufacturer's name or logo, city, state, modell4ics,and following statement 'Miami-Dade County Product Control Approved",unless otherwise noted herein. I 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 I in the materials,use,and/or inanufactuie of the product or process. Misuse of this NOA as an endorsement of any Produet, for sates,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. I 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#13-1009.05 and consists of this page 1 and evidence pages&I and E-2,as well as approval document mentioned above. Thasubmitted documentation was reviewed by Manuel Perez,P.E, NOA No. 15-0612.12 M1AM-•� ECOUN Expiration Date: January 08,2019 Appro Date; July?.32015 G7 j Page.I 10/7/2015 4 :33: 4 PM Lisa Wilson � �. =vu• iw�� PGTIn Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-0820..14) 2. Drawing No. 5191-1; titled "Vinyl Single Hung Window, Large Missile Impact", sheets 1 through 1 i of 11,dated 08/07108,withrevision D dated 06101/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of a series SSS-500 vinyl single hung tilt window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL-5710,dated 08113/08,signed and sealed by Carlos S.Rionda,P.E. (Submitter)under NOA No. 08-0820.14) 2. Test reports on: 1)Air,Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC.TAS 202-94 i 3)Water Resistance Test,per.FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an outswing French door, prepared by Architectural Testing,Inc., Test Report No. ATI-84576.01-401-47,dated 10/31108,signed and sealed by Joseph A.Reed,P.E. (Submitted under.NOA No. 08-0820.14-For Reference only) C. CALCULATIONS 1� Anchor verification calculations and structural analysis,complying with FBC-54h Edition(2014),dated 06/05A5,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). manu Per P.E. Product Contr 19 miner i NOA No. 5-0612.12 Expiration Date: January 08,2019 Approval Date: July 232015 " E-1 10/7/2015 4 :34 : 0 PM Lisa Wilson t PGT_Indu�stries,Inc. NOTICE OF ACCP'.PTANCE� EVIDENCE SUBMITTED '. E. TERIAL CERTIFICATIONS I. Notice of Acceptance No. 14-9916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite@ PVB Glass,Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 12-1017.02 issued to Quanex Building Products,Inc.,for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 02107/13,expiring on 12/26/16- F. ST1 TEMENTS 1. Statement letter of conformance,complying with FBC-P Edition(2014),dated June 1,2015,issued by manufacturer, signed and sealed by A rfli y Lynn Miller,P.E. 2. Statement letter of no financial interest, dated June 1, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Mller,P.E. G. OTHERS 1. Notice of Acceptance No. 13-1009.05,issued to PGT Industries for their Series "SH-500 Vinyl"White PVC Single Rung Window-L.M.I."approved on 11/14/13 and expiring on 01/08/19. I l a I i - i i 1 I I Manuel Perez, Product Control Exod&Or NUA No.15-0612.12 Expiration Date: January 08,2019 Approval Plate: July 23 2015 E-2 f BOA DRAWING TABLE OF CONTENTS GENERAL-NOTES:LAf1GE MISSILE IMPACT SINGLE HUNG BOX FRAME AND INTEGRAL FIN WINDOWS SHEET GENERALNOTES..............................I 1.GLAZING OPTIONS: ELEVATIONS..........................................2 A.X4-LAMI f.G.GLASS COMPRISED OF(1)LITE OF Ifir-TEMPERam ORANW-ALED GLASS,AIRSPACE AND 511W LAMINATED GLASS WHICH IS COMPRISED GLAZING ........................3 r4 a t OF(2)UTES OF 1/8-ANNEALED GLASS VAT"AN-OW INTERLAYER OF BUTACITE"I"S OYMURARAY AMERICA,INC' GLASS WHICH 18 COMPRISED GLAZING DSTAILS---.....—.- --..4, 0 •?W LAMI I.e.GLASS COMPRISED OF(1)LITE OF IM'TEMPERED OR ANNEALED GWSS,AIRSPACE AND ONS"LAMINATED 0 SECTIONS.LF.FRAME...........................5 OF(0)LTTES OF 41W ANNEALED CLASS WITHAN.00 WrIERLAYER OF SUTACITEWPVS SY`KURARAYAMERICA.INC. SECTIONS,BOX FRAME........................6 PARTSLIST.„-........................................ 7 F2.CONFIGURATIONS'III AND PROVIEW EXTRUSIONS........................................0 ANCHORAGE SPACING,SOX FRAME.-6 3.DESIGN PRESSURED:48W-70 PSF(ALL GLASS TYPES LISTED ABOVE) uSTAILS.BOX FRAME—AO A.NEGATIVE DESIGN LOADS BASSO ON TESTED PRESSURE AND CLASS TABLES ASTM E 11300. ANCHORAfdE DETAILS,I.F.FRAME......I 1 O B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130D. 2c C.IF A TEMPERED CAP 18 USED MAX.OF IS-W+60 FSK 4.ANOHDRAGSI THE 33 113-4 STRESS INCREA.&F-1 W-ffbTi3P-ENusrzo-iNrHeopai(;N.OF-T"ls,pROOUCT.-MATr;RWA,INCLUDING OUT NOT LIMITER TOSTEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OVTHL-FLORIONGUILDING CODS.-CURRENT-EakTION.---__ SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILe, 6.SHUTTERS ARE Nor REQUIRED.FOR INSTALLATION OF UNITS ABOVE 30 Mr FROM GRAVE IN THE HVHZ THE EXTERIOR CAP OF INSULATED GLASS UNITS MUST BE TEMPERED. S.REFERENCES:TEST REPORTS FTL,5710. to ANSUAF&PA NDS FOR WOOD CONSTRUCTION ADM ALUMINUM DESIGN MANUAL OUANEX BUILDING PRODUCTS.INC.(WHITE RIGID P`Vc EXTERIOR EXTRUSIONS FOR WINDOWS AND DOORS) 7,THIS PROOUCr HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE 04vHzX to (0 pamucrguavISED maldis's'� CD A N. irolm Dau C!. (Luni C cc C 11111 ry 0 I'm 4114 It WS—WMAWAI.NOTES mcmWGR °teVinyl S/ t. Window,LdrgS M169119 IMN-t VAL aft 7"188hrer vmyl sm"t. 0 A.PALOS= T-;m 1� -I cz W.".. M. IBjSpp 0 621/S•MAX 55 3W FRAME O.D. 0 4" 62 VW MAX. 46'FIXED WIDTH OLD 4tr FIXED VWDTH DLO SEE SHEET O 4 WS'0.0. tl' P014 ANCHORAGE MAX. TYR MAX REQUIREMENTS MAX. -ryp. I . . . . . . . . . .. . MAX 33 3fir 33314, HEIGHFIXED FIXED T DLO HEIGHT DLO 71V MAX. ;�o- yp. 11�PFIXI f wig T- 1cr 761W MAX. FRAME O.m 33314, 33 3W SASH SASH HEIGHT DLO HEIGHT DLO Pitaaucr naV, cc itol Vw F, 2 1- • 11416, W MAX. 46.7/4""SH WIDTH DLO 45 314"SASH WIDTH 01-0 MAX 00 BOX FRAME ..-ANT.E.Q- RA6W.F4NW-W, MAX.SIZE=62.1126"X 75" NOTE: I FOR BOX FRAME SECTIONS SEE SHEET 6 AND ANCHORAGE INFORMATION SEE SHEETS 9 AND 10. 2:FOR INTEGRAL FIN FRAME SECTIONS sr=E SHEET 5 AND ANCHORAGE INFORMATION SEE SHEETI 1. so 40 D ommmmwmammr —1=IZATIONS wmlns ND Ta fmaw AMEO W"4x Dwavonw 70mrommm&"A79W M XM.VL34 _dow Misaffs Vfl Single H I. E. ramex —a momigm Ro. 1%. VLtb(r speorHaoo 5191-1 D FL P.F-#5870S R, OVERALL GLASS NOMINAL 14-OVERALL GLASS NOMINAL --WIW LAMI CLASS NOMINAL W LAMI GLASS NOMINAL V8'ANNEALED1181 ANNEALED W GLASS' AIRSPAC-- .090*BUTACITEM AIRSPACE— AW BUTACM* PVID INTERLAYER PVBINTERL^YER 11/8-faMPEREDOR BY KURARAYAmrnICA,INC. 1/8*TEMPERED OR UY KURARAYAMERICA.INC, ANNEALED ELAsla— ANNEALED GLASS 1 ZNNEALED A 1/8°ANNEALED GLASS— GLASS 35 35 NOM I tr NOM -GLASS UITF r 41 41 ours ��❑�-•�n Ud =F-1 qa Accsptw.a Ift i 1 0 r OpnomL 4 UP77ONAL 3 FLANGE FLANGE 374' W a.-A -GLA; 'A L 314"LAMI I.G.GLAZING DETAIL U kiz`IN�i�V-1 11 %.YNAf 4 L-Ml,I;G. WITH 5118"LAMI GLASS AND 118"CAP WITH 61.1,6-'LAMI-GLASS.-XND�-T/8-,CAP 14� % BOX OR INTEGRAL FIN FRAME Bo)(ioFeINTEGRAL FIN.FJ��VAE f No.5070 i� (BOX FRAME SHOWN) - tper_��G� FIN,fffAMF� SHOWN} uuop..0. ttOaoBvAsa�7n7u10ar 8 aa JNJooccvuowwcarse»OaaNeel J"C:ar DEMILS so atinlna a mocgqNaw &MEET --TTMEC*VWLQ � -N; 1(....... $4.V6MCif.FL34M — "', Vinyl Sfiwfa Huna VVinclbw Lama miseffe lv~. I 174MAMOGr ts - - ZL R.P.F- 706w v 6 Fidl 1 3 411 FIL Pc-.#Sam -710'OVERALL GLASS NOMINAL I"OVERALL GLASS NOMINAL Ci —5116'LAMI GLASS NOMINAL 110"LAMI GLASS NOMINAL lAr ANNEALED 1118'ANNEALED— m GLASS CA AIRSPACE .0SIr BMACITEO AIRSPACE— .00(rSUTAOrme t PV13 INTERLAYER PVBINTERLAYER 118*TEMPERED OR BY KURARAY AMERICA,INC. Va'VEMPERSOOR By XURARAY AMERICA,INC,- ANNEALED GLASS--- ANNEALEO GLASS ANNEALED 110'ANNEALED LAOS GLASS CD $1 OR 31 OR 32 ro 1112'NOM 1/2'NOM , —GLASS SITE GLASS stre 40 40 p rn QUT$fDE � OUT J/DB a d ��❑ �L F-10- u 9t013UCr RUVtSW IIa owlih ow p1mida Aesrpi�m Na 1£r06aI?.I2 'O Ba rot Oalm OPTIONAL OP770JVAL FLANGE FIMOE 7/8"LAMI I.G.GLAZING DETAIL 7/8"LAMI I.G.GLAZING DETAIL WITH 5/16"LAMI GLASS AND 1/8"CAP WITH 5116"LAMI GLASS AND 1/8"CAP BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME 0 .%-A;% (BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) T a NO ox"Alaw 7"s so IN$ " I I 7RAMM DETAILS �'mvt��d 0,-% maw 9 NOCHAPIm7mauLler N.VeNiC6,x1.94276 Sin ie HUng Window.LAme MISSR61 ",."IONA%. 0* I vinyl A.L9 P.E. M RIK m��Rmm__s NTSj 4_ It 8191-1 D FL PXX 58705 —MAX.DAYLIGHT OPENING BASH— OPTIONAL 10 11 31 32 12 FLANGE 38 306 cn 40 41 to 3A so - 40 41 DAYUGKT 31 40 41 FZANdE- — T 22. 0kyUGfffOPENING FIXED 36 WP. -hW.WIND0WWInTfI 36 HORIZONTAL SECTION 0)ul (INTEGRAL FIN) mAx. 5 WINDOW 40 41 HFI;K'r 6 Iu�3t 11 p DAYUGW OPENING 5 H to ab PRDDUCTRBV9J8D I•+ 40 41 HOT U3 m 9 a WELD I? (C 3 21"' w c O HOT WELD CORNER ASSEMBLY VERTICAL~S EbfflfO N J L ze� —ac Mina I'o kwommosamissmor '.ys ,Z:2- SECTIONS,INTEGRAL FIN FRAME 'o.... ....... N.VENICE,Rt.aaar6 10 ��oq P^Boxl&" vinvi Atwe Wo MlWM&lMVAFGt NTS nil t_fuM Window,La H.V6 vlobb Bettor A. I F P,E A 61370.5p .DAYLIGHT OPENING SASH — 2 OPTIONAL 11 31 32 12 FLANGE 2 35 36 2 0 D 40 41 3. 40 41 OPTIONAL DAYLIGHT 31 40 41 OUTSIDE FLANGE OPENING FI EO 82 x'998 DAYLIGHT OPENING FIXED 35 MAXTVP. .WINDOW WIDTH 36 HORIZONTAL SECTION (BOX FRAME) 9 - M 5 WINDOW HEIGHT 6 11 40 41 DAYLIGHT OPENING S SH 2 PRODUCTREyls uC ppSrl %Ath1 Hnmding Come 4pryxc No 15 40 41 19 A- -HOT Mpg D"O�i WELD Dr 11 MIMiI Prada +u 4 HOT WELD CORNER ASSEMBLY VERTICAL SECTION ' ,c (BOX FRAME) (BOX FRAME) n'. sc asvtits �o" No cH,waa=E nae rrlEEr ^ SECT70NS BOX FRAME D.¢ 17/!&08 a NO C7NNGEnae SIEEf +0]01E NNa�FO'LO3YQD)6NE �` -� �� SZ'/ ' ej JJ terD , dow,Le a MlssHe Impact CMNEsspiserNtir LY�N7/I1 WinOIIQr AG. 08g77/DB stripe HBII 6 + IT 5191.1 D FLP.. i r ITEM DWO NO.1 PART 0 DESCRIPTION ITEM DWG NO. PART a DESCRIPTION 803 316 O 1 0521 65183 INT83RALFINFRAM=HFAD&JATB 718'LAMLO.GU 51/B'TB RD- \ 2 9871 69871 BOX FRAME JAMB 31 AutsPACE-V8'ANNEALED-.060'BUTAQI®PVB o N 3 9520 fl5184 NTHiRAL FW FPA 0.E SLL NTERAYER-VB"AMFAL 6)18'LA 4 9870 68!!70 BOX f-RAMESILL 7/8'lAML LTIASS:VO'AN•IEAL®OUTBOARD- r- 6 7840 est92 F0c®L1�nNORAL A"'sP^�'1�A" �-'O Am�� •O� ITEM 40, DI 6 7129., 65103 METM RAL RHNFORUEMENf 33 PIfHSAY92-1I6'AffiEfiL®5119"LA ' I.G. BEAD 7 7842 SSWB SA511STOP 9 8073 85117 BALANCEOOVHL9 34 MAT'L:White Ridged PVC !w7 e 7992 85105 SASHwreaOCK by Quanex Building Products,Mo. 70 ete44W WSTP.,.157X WO FIN BFAL 31 &%I6 GLASS.119"TUAFUIDOUTBOARD- DWG NO.6492 11 7092.1 95114 SASH w 33 ARSPACE.-VW AWWALED-.090'BUrACffEO PVB B2 Ca 12 7093 65100 SASHSDERAL WrEaAYER-1/B'ANNFALHI(6/1B" II-+— 272 'D 13 7745 651+3 SASH LFT RAILLAM I.G.GLASS IB•AM09(r B OUTBOARD- I 3 38 AR AP25W CE-1/8'At•Y4EAL®-.089'BfffACRBA P/B 14 1659 71689SP Mi SLFSOFITPATE NfT3iLAYER-iB'AN•FALED 6/1CLA 1S 158110 71094 TLTBALANCESHOTS 37 ITEM 41, 1S ,988 7FFPSSFF PIVOTBARS 3B 17 78208SLAW GAMSWESP 39 JSLICONEDOW1199 SDL BEAD 18 76133SLKW GAMSVVEEPLOCK63 40 84E 65112 GLAZVJO BEAD 19 79=11AF WEEPHMECOV6i 41 8403 65148 SDL GLAZPIG BEAD MAT'L:While Ridged PVC 20 7678RHIL rat TILT LATCH by Quanex Building Products,Inc. t•' 21 7875LHM LH71LTLATCH DWG NO.8483 ~ EG r2. 71CMP ALLAASCRBNSUFPURrPLATE P' 71MOW 84SrALL FIXE RLA NOTE: 71ONK SEf1NO BLOCK ALL EXTRUDED VINYL MANUFACTURED W 71684AK SErFM BLOCK-SELF ADL�fVE BY OUANEX BUILDING PRODUCTS,INC. W 78xIFPIVVX ex i'FHTEpf(4+0 SS FY1Wr®) 0 7912FPIWX 6 X VY FH(41053 PATNTEIS 76XZTPA41UX OxrTHVNYLSOREWSS 78X714FPAB41aX NSX11W eXIFPAX 108XV 1.44- 4 410- 4 OO 110--i I 0 41 os 1. 0 970 e .t q= ~gy 1.2 iCmihie FI-Id. 0,,pIppA..0 1.135Sm" . .065 ITEM 11, , o SASH REINFORCEMENT MAIL:Alum.(6063-TB) `,`�� LYNN ITEM 5, ITEM 6, ITEM 9, DWG NO.7092.1 P�. ....... FIXED MEETING RAIL FIXED MTG. RAIL REINF. SASH INTERLOCK a �'•' `'OE"Se '' MAT'L:White Ridged PVC MAIL:Alum.(8063-T6) MATL:White Ridged PVC = Nu.56705 N by Quanex Building Products,Inc. DWG NO.7126.1 by Quenwc Building Products,Inc. DWG NO.7940 DWG NO.7092I-7 Ir •i N Sc 06DUrs D HO CHANCESTMLBSifEET RE RTS LISTAND EXTRUSIONS q: dv< !OIG TECHNOLOGY 9rINE ���--•.......- `aC7�� O.G 127aw 8 ADDED WMENSIONS 7O ALUM.EXTRUSXM N.VENCE. JJ awn' C NOCINNGPTM88HEET P.o.eoX,sm `W, !er Nun W/ndow,Large Mlssr7D Im ctM e„ay, N.VENCE•R3a2T4 T�LrAy Becrer ^�°r' "^' A.LfkNIMILEE'R•P.E_ D.G. OBi07Me 8X600 NTS 7 r 11 5191.1 D FL P_E.S 58705 r OPTIONAL - o` FLANGE 3.250 3.250 � 3.250 N O H �A in Q W 1 +1 .090 W L7 040 2.84 .0� 2. 0 � o 2. B4 W �� 0 3 or ooc�a A .060 ITEM 2, w ITEM & IN;fEGRAL ,1WS1U BOX FRAME HEAD/JAMB ITEM �4, w z ivlPiTiL tWhiAe�Ridg If C MAT'L:White Ridged PVC OPTIONAL f yQ M� f. FLANGE BOX FRAME SILL OPTIONAL by Q'uenex Building Praducls?Ina; ' by Quanex Building Products,Ina F' `�` DWG NO. MAIL•White Ridged PVC m FLANGE DWG NO.9285 by Quanex Building Products,Inc. 0 DWG NO.9286 p OPTIONAL .9t FLANGE 1.647 3250 -1 U47 7 m w .0 1. 80 •085 f. VISPO 3. uta roodYr�66i�f the �Flald� 00 �--�J .040 �❑ [n.n P, com grrrpt,nrr Nel5- 12d O tmi Duces q F, ITEM 12, ITEM T '� .080 NliM.i eProducl Caned C SASH SIDE RAIL SASH LIFT RAIL MAT'L:White Ridged PVC fulAT L:White Ridged PVC by Quanex Building Products,Inc. by Quanex Building Products,Inc. DWG NO.7093 DWG NO,7746 LYNN 4,,ZI �•�a�.`i`•.•'�GENSF'•.�6P�� 1TEM 1.-, ]NTEGRAL-;FIN.HEAD/JAMB f�CC: 14..56705 _ w MArL:WhitelR@ d�EVC_by'Quanex.Buiiding-Protlucts;;tnc. DWG N6.'9287 q. acrd �� S AfF 41j- 8C 9�!lDIn6 a NOCHANG95 USIONS �'�'n �YOR\O P.•• ��•� n R.,Y.a Isle lLC11NO�00Y ewNe _ F \�� a.6 17/+A919 B NO I:HANGE TH195H8F! N,VENCE,FLJ9216 V/n /Sin fe Hun _Window Ls a Missile/m act S SlONA4��•` u ra0fnr c ivacw�Hce rH�s aHrEr p.aa x+ssa ,,,�,,, o..o. �- A.MN'MIL�OA P.E. vewce�,rti a�zr� Vt,+b(y Berg Half B 71 5791-1 D FL P.E.N 58705 ao. oeronoe r ANCHORQUAMTITIE9 TAKE 7 IN WID ANCHORAGE NOTES FOR BOX FRAME: - O View 1.ANCHOR TYPES: 7-#10 SCREWS 111 16 20 24 28 t'32 40 44 48 521/8 2-a/te'(CONCRETE, ra Flied SBSh (CONCRETE OR GROLJr-FlLLED CMU) a 2.ANCHOR LOCATIONS ARE BASED ON THE 36 24 DIMENSIONS- IT-1- 1 1 1 1 1 HELAD-- S'MAX FROM TOP CORNERS W 25 45 30 JAMBS-0"MAX.FROM TOP CORNERS' W ( 1 1 1 1 1 1 2 1 2 6"NOT TO MAX FROM BDE 114 OF TOTAL OTTOM CORNERS NDOW HEIGHT) O N 30 54 36 1 1 1 1 i 1 2 2 4'MIN.BELOW MTG.RAIL N BILL ANCHORS NOT REQUIRED D ro O 35 62 112 42 1 2 1 2 1 2 1 1 2 :R:PE]EP • 3.INSTALL PER THE ADJACENT TABLE ANCHOR 3 W 40 48 2 2 2 2 3 2 QUOS ZITIES USING THE DIMENSIONAL CRITERIA OF H 45 54FY 2 2 2 2 2 2 2 2 4.OPTI ON LGFLANG WN FOR BOX FRAME WITH OR WITHOUT E ( 50 60 -11 2 2 12 2 2 2 2 3 6.FOR INTEGRAL NAIL FIN FRAME ANCHORAGE.SEE SHEET 11. C' 55 66 1/1 WINDOW t' T 2 3 2 312 3 2 3 2 3 2 3 2 3 2 3 3 4 �62 i/B' N T 80 72 2 �3 . 3 2 3 2 3 2 3 W 6 1 75 3 3 3 3 3 3 3 3 3 4 3 4 m Example:52.125 x 75 For 1/1 Windows d 75" 3 F Anchors required in the head Anchors required below the?ATR —— J— (0 Anchors required above the N(TR a r Example:52.125x 62.500 For View Windows VIEW WINDOW PRODUC17REVIS60 i ,P Fl 62 1(B" yfyi..p wl,h Vw orida 07 ila;.,8 Coda O �(--,— Acaep,a 7m l i3-p612.IQ 3 Head" tia trmlo-i,oma a Seah- —— — — Mame ado r,o n000sW C Fixed"' .sM FDCED IN HEADAND BAS® TI� 62112' �UNV,LYNNAOVETHEUM.A ETHEVII-W SASH FOR ANCHOR MokXIMl1M HEIGHT FOR VIEW WINDOW IS 621/2", .4H SASH ;-;QS��'••ucENSC'••-�`q % No.50705 - 'C NOTE:FOR VIEW WINDOW THE LARGEST CAN NOT EXCEED THE TESTED SIZE %"q �- 7 11- K'Z fD H ADDED ANO 3 w.3 eoa+.. f"ATE F �Z I.., sc MumD AODEDaRourr=w.eoiuu ,oTorecNNvoN,ve P ANCHORAGESPA MG. fMC/NG '��`F'•• TB MOOIHEDV/EWWlNDOWewwvaes N.VENICE,FLoiocs1tZJ6 Vinyl SIn fe HUr _Window,La a JJ Ml83lle/m act 0&10 ANCHORAGE iMV7/fi c NO q,AIVGE TMasligr P.a epx+sZe ey, a, - A-LYPIN'MILL'Efi.P.E. ' q; N.VEM M342 1/Idbfj D�reiar 7.- NTS 9 r if 5191-7 D.G. 00/07/08 D FL P.E.71 68705 r �'�""12'MIN.EDGE - O 010 SCREW I �7 114*MAX.SHIM 3/B"MIN.EMBEDMENT N 13EMBEDMENT , O 2x W000 BUCK � 12'MIN.EDGE (SEE NOTE 3) OPTIONAL -_ FLANGE IP 1/4" r MAX. SHIM r of 0 SCREW r O 2x wooD BUCK 3 (SEE NOTE 3) OPTIONAL FLANGE JAMB W/BOX FRAME HEAD W/BOX FRAME THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD (S WOOD EE NOTE ;CK EDGE DIST_ r.. ® 1-76'MIN.EMBEDMENT 1J76"MIN.EMBEOMENT 2.9 KSI MIN.CONCRETE—^� OR 1.6 K51 MIN.GROUT- >E 114"MAX.SHIM Imo— FLED CMU M. EDGE —G-EI m •a+� . DIST. � O OPTIONAL O .� FLANGE SEE NOTE 01 FOR EDGE 1/4 '��• DISTANCE REQUIREMENTS - j '= FOR CONCRETE OR CMU SHIM 3716'ULTRAOON ' 7x WOOD BUCK 3/16'ULTRACON OJ (SEE NOTE 3) IA OPTIONAL FLANGE r PRODUCT REVISED rr- JAfVIBVS//'B OXF FRAME,_...� HEAD%W/-BOX-FRAME ndvles r"It><� m+d� o Beliefs cea< THROUGH FRAME`INTO CONCRETE THROUGH FRAME INl"O'CONCRETE AaticFt?n<eNo I5-C;46 req (;. r.uon Dnte r —=1x=BUCK OPTIONAL ' 1x BUCK-OPTIONAL`= Co ® NOTES: ' 13Y 4aoe I O 1.FOR CONCRETE(MIN.2.9 KSI)APPLICATIONS IN MIAMI-DARE COUNTY.USE ONLY MIAMI-DARE COUNTY APPROVED 3N6'ULTRACON.EMBEDED 1 376'MIN., O DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1-MINIMUM AND TO GROUT-FILLED CMU IS 2-5' 2. FOR WOOD(G=0,65)APPLICATIONS IN MIAMI-0ADE COUNTY,USE 1910 STEEL SCREW,EMBEDED 1318-MIN- 11j 1111 1 j� 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1.ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 12'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT `��ON�(\,YNN 47 CAN BE INSTALLED DIRECTLY TO SOLD CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 1 1/2'THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD ,`.t•,.•�1�,ENSF••,.'9 BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. crti';' '•,-/C'� 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BEA MINIMUM STRENGTH OF 6063-TS AND AMINIMUM OF 11W THICK.THE ALUMINUM STRUCTURAL MEMBER � •: No 56705 SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL - = W BEA 010 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE /4l - � SPACING FOR ULTRACONS MAY BE USED. -O { �� �; Q ST TE SC OFDI/}6 D aIMUDEDMgvINUMsuusmA7EREw/RFxfEx►a ANC/-IORAGEDETA/LS-BOX FRAME �.O-�'--..F�oR_lo?:..•C�=� ~ terorEC.ei9x iOY ORNe _ W QQ }y}glpd O Ab CH4NGE TM6$HEFT N.vENCE,R 34x)3 FSS Fi�� VIn /S! a Hun _W/ndow La a Missile Impact '..5�!ONAL 11. ✓✓ tM9r/it c NO CNAMGe rH7s sheer F.o.CE FL3O eu.ti� A.LYNN FMILLER,P.E. yr. N.vENtCE,FL 31x74 V:sib(r BerA'/ � /V'!3 10 . 11 610}-1 /) FL P.E.1(55705 Q6. Od/D7/08 0 i r IS WOOD BUCK 0 (SEE NOTE 2) -4 .436"MIN.EMBEDMENT 1/4"MAX.SHIM— 1 .120'DIA.x 1 Jr--ROOFING NAIL,® 2.WOOD BUCK N 6'MAX.FROM (SEE NOTE 2) O �L r CORNER6 4 1/B'O.C.. - 0- 1/2"MIN EDGE wlln 1A30"MIN.EMBED 1/4"MAX. •• ❑ SHIM N OPTIONAL OPTIONAL fn FLANGE FLANGE a- NUU4( /Z"MIN EDGE 'O .120-DIA.x 1 112"ROOFING NAIL, SHIM 3 2 114'MAX.FROM ® .120-DIA.x 1 IIT ROOFlNG NAIL, CORNER 8 4 118.O.C.- S MAX.FROM 2x WOOD BUCK OPTONAL FLANGE !2'MIN EDGE. CORNER b 4 1/8"O.G.® (SEE NOTE 2) 7.430"MIN.EMBEDMENT JAMB W/NAIL FIN HEAD W/NAIL FIN SILL W/NAIL FIN THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING r w m w N O p co PRODUCT REVISED A,alaingCVl�mo llmlfa - 00 A-atwee No I v.I unn Due 2014 r Dy c0 ® NOTES: ^'' 1 mPmduN Om o 1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADS COUNTY,USE-120`DIA.X 1 1/2' ROOFING NAIL INTO WOOD(G=0.59) 2.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE,WOOD BUCKS DEPICTED AS 2x ARE 1 192"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING I YNN i JURISDICTION. .;��,jpF\ ,....- ?/(eF 3. FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BEA MINIMUM STRENGTH OF 6063-TS AND A MINIMUM OF 118"THICK.THE `��� �,�GENSLc •. ? �� ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN •'-.-Jr THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BEA 010 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. — Na.50705 _ IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. __ - i = o W sG 08/07/16 D GlMNOED7O-.i?0•X1-1/2'RDDFWGN4ft 5T TE ,•'�y�� G ,opo rscw+owov omve ANCHORAGE DETAILS-Integral Fin Frame -;T�''•..�tors%,Dp, ut D.G. 12/18/08 B Noc141NGETN/38M5ITl N.VENICe,R362>6 ��%S`s/OVAL.G��`�` Vin Sln le Hun Wlndow La a Mlssl/e Impact , JJ fON7/it c HD CNMl0E7N/3SFIFk7 P.o.0ox 16m r�bg� o,�. .. A.LYI•�N'h5111C�}t,P.E. nre.y, N.ve ,R.�ae O.G. oRR77/08 a.ma eHAM )NTS I 11 - 11 sial-1 fJ FL P.E.#58705 Property Card http://www.pasle.org/RECard/#/propCard/129422 U Property Identification Site Address:1503 NW SAWGRASS WAY Parcel ID:4426-815-0062-000-4 Sec/Town/Range:26/37S/40E Account#: 129422 Map ID:44/265 Use Type-0100 Zoning:PUD Jurisdicti :=L..ieco-ty Ownership Charles L Holmes ^ Ramona F Holmes 1503 NW Sawgrass WAY kh Palm City,FL 34990-8070 r F f. Legal Description k HARBOUR RIDGE-PLAT 13-BUTTONBUSH VILLAGE UNIT 55(OR 3785-2045) ` Current Values Just/Market Value: $202,900 Assessed Value: $202,900 Exemptions: $0 Taxable Value: $202,900 Total Areas Taxes for this parcel:SLC Tax Collector's Office 12 Finished/Under Air(SF): 2,198 Download TRIM for this parcel:Download PDF© Gross Area(SF): 3,484 Land Size(acres): 0.3 Land Size(SF): 13,231.1 Sale History Date Book/Page Sale Deed Grantor Price Code Aug 31,2015 3785/2045 0001 WD Hall(TR)Jonathan $139,000 Aug 23,2005 2362/0247 01 TR Hall(EST),Asaph H $100 Jan 10,1994 0880/0097 00 WD $324,000 Building Information (1 of 1) Finished Area:2,198 SF Gross Total Area:3,484 SF Exterior Data View: Roof Cover:Clay Tile Roof Structure:Hip Building Type:HA- Year Built: 1993 Frame: Grade:A- Effective Year:1993 Primary Wall:CB Stucco Story Height: 1 Story No.Units: 1 Secondary Wall: Interior Data Bedrooms:3 Electric:MAXIMUM Primary Int Wall: Full Baths:2 Heat Type:FrcdHotAir Avg Hgt/Floor:0 Half Baths: 1 Heat Fuel:ELEC Primary Floors:Carpet A/C%:100% Heated%: 100% Sprinkled%:0% Special Features and Yard Items Type Qty Units Year Blt 1 of 3 10/23/2015 10:41 AM Property Card http://www.paslc.org/RECard/#/propCard/129422 n ^r ] ] 4 t ty § PDX BAS � 41 (]15Bj JB It 4] B tP7+ B OM m •BP C650j (sd9 Sketch Area Legend Sub Description Area Fin. Perimeter Area Area BAS BASE AREA 2198 2198 239 GAA Garage Attached Average 550 0 102 NVSE Screen Enclosure for Sketch Only(Valued in 367 0 85 SFYI) OPAH Open Porch Attached High 50 0 30 PATH Patio High(Flooring over Slab-Tile,Paveis,etc) 132 0 58 SPAH Screen Porch Attached High 187 0 60 Drive-BrkPav 1 720 1993 POOL DK-AVG 1 318 1993 POOL ENC-AVG 1 367 1993 SPA-HOT TUB 1 49 1993 .. ...................................................................................................................................................................................................................................................................................................................................................................................................................................................... ........................................................................................ Current Year Values Current Values Breakdown Current Year Exemption Value Breakdown Tax Grant Code Description Amount Building: $157,900 Year Year Land: $45,000 Just/Market: $202,900 Ag Credit: $0 Save Our Homes or $0 10%Cap: Assessed: $202,900 Exemption(s): $0 Taxable: $202,900 Current Year Special Assessment Breakdown Start Year AssessCode Units Description Amount 2009 2009 12 County Solid Waste $252.06 This does not necessarily represent the total Special Assessements that could be charged against this property.The total amount charged for special assessments is reflected on the most current tax statement and information is available with the SLC Tax Collector's Office©. Historical Values Year Just/Market Assessed Exemptions Taxable 2015 $202,900 $202,900 $0 $202,900 2014 $204,600 $204,600 $0 $204,600 2013 $223,400 $223,400 $0 $223,400 2012 $289,300 $289,300 $0 $289,300 Permits C93-02345 May 7,1993 Residential New $124,824 $124,824 2 of 3 10/23/2015 10:41 AM