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910 NE 91 Terr (3)FROM : "PREMIUM WIND0U.SALES" * PHONE NO. : 305 266 8145 82/23/88 12:29:89 941.488.1988 -1FB -> 385 266 8145 Vinvl 7ech/groQessive Gbss Tgrjuid y Feb. 23 2000 03:04PM P2 Page 883 ACCEPTANCE No.: 97 -0212. APPROVED : APR 1 6 1998 : APR 1 6 2001 EXPIRES C ONS • 1�� • «1al_ • 1. SCOPE This approves an aluminum casement window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The Series C -700 Outswing Aluminum Casement Window and its components shall be constructed in strict compliance with the following documents: Drawing No. 330, titled «Vinyl - Tech Casement Series 700," prepared by Progressive Glass Technology, dated February 12, 1997, revised March 20, 1998. Sheets 1 through '10 of 10, bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Mzami- Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum casement window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product may or may not require a huaicane protection system. See Sheets 1 and 2 of the approved drawings. 5. LABELING Each window unit shall bear a permanent label vvith the manufacturer's name or logo, city, state and following statement "IVfiami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents c required by the Building Official or the South Florida Building Code (SPBC) in order to properly evaluate the installation of this system,_ aidd Man Perez, P.E., Product ¢oi tro E mines Produ Co 1 Division -2- FROM : "PREMIUM WINDOW. SALES" * PHONE NO. : 305 266 8145 82/23/88 12 :38:84 941.4E8.1988 -1FB — > Vinyl Tech/ pg;essive Glass Technolog 385 266 8145 Feb. 23 2000 03:05PM P3 Page 884 ACCEPTANCE No.: 97- 0212.E - APPROVED : APR 1 6 1998 EXP)RES : APR 1 6 21101 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) yam. 2. Any and all approved products shall be permanently labeled with the manufacturer's' name, city, state, and the following statement • "Mituni -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not m compliance with the code changes. b- The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance bolder has not complied with all the requirements of this acceptance, including the correct installation of the product. d_ The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of_this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process, b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. • 6. The Notice of Acceptance number preceded by the words Miami•Dadc County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety_ 7. A copy of this Acceptance as well as approved drawings and other documcets,, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all tune_ The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE Mane Peres P.E., Product 1 - Examinee Produc tmol Division - 3 - m Jf+ 74.00 flit f ® ■1110011■17 .....iirse■imosi / / / \ \ �/ \ \ I — 36175 36.123 )iso £LAX wstivu R.S. Re DA 0.8. 'N Mw Xs_ 2/12/9) J20198 ruf,; (•I. T. S 1 91CVeSSiVIAS lcrMora7 FRONT VIEWS, ELEVATION " P.O.. BOX 1 29 NOKOMIS, 11. 34274 B 330 64 fA 55.000 120.00 At4X. xOx Cr! 7 If. 28.875 / Xx NON—IMPACT WINDOWS (WAx. raelsxr or 7v) 1.) CL VAlc: DS9, 3 /to" ANNEALED 2.) COHTkXJRArrMJS: X.XX .3.) DESIGN PRESSURE M19JG: SCE COMPARATIVE ANq.YSIS TA&.ES ON S7dWS 6 6! 7. 4.J ANCHORS: SEC COMPA&4fl ; AN9LY$IS TABLES ON SNfETS 6 4 7 5.) HURIMANE PROTECTION DUKES MUST BE VISTAUEO NON — IMPACT WINDOWS ( MOO Of CO r.) GLAZING• 3/16` ANNEALED 2.) CCVf1GU &ATIONS: X,X. XOX 3.) DESIGN PRESSURE RIUNG: SEE COMPARATIVE ANALYSIS TABLES ON SHEErS 819 4.) AASCIIORS: SEE COMPARATIVE ANA!YSLS TABLES ON SHEE1S 8/49 5.) HURRP`ANE PROIEGITON GIMES MUST BE INSTALLED //VLOga R COMA A AI pfit SOUTH ANA 0ADAI O it oR IL et AIM r i All LS13t c OJEII cD4l CAPW1 t OHICE =rum rial.:DZI2.01 N a XOY, .q 1 1 ! /.GN 1Aek SPACING C�vC V NW SPACING < aco H A G00 1 \ ! / \ )-1 \ T� 8 1 I 1 I �f 1 -. I 6.0w 6.000 r I 16.009 SPACING s.CDO aft :3111 UPON nits= A!.i1u71*.46.ra I+d! ;U K.44.114.11:14.1.1 v.K, . n.1 17 6Ii !. i ly>F K+ X0:( NAK S2: SMALL A4 SSI,f. IMPACT W!NDQWS 1.) G1AZWG: 1/4" R'AY'ERE 2.) CONS(GURAnONS: X,XX,X0X .3.) O£SICN PRESSURE RATING: • 4 %5 P.S.F., - 75 P.S. 4.) ANCHORS: AI{X. 6" 'ROW EACH CORNER 2 ANCHORS 4 APART 4" FROM EACH MEETING R . MAX. SPACWC A/ HEAD & SAL f 1.000 MAX. SP$CWC A► JAMBS: 16.000 5.) I/O HWIFdCANC PROTECTION DEYiC£S REWIRED 30 ICET & MOW. LARGE M1SSL€ IMPAGI WJNQOWS I.) G1AZING: 3/16" SENTRY CLASS 2.) COMiGURAT10NS: X.XX.XOX 3.) D(SIGI4 i1RESSGRF RANG: IMX. +L1D P.SF.. - P.S.F. 4.) ANCHORS: • AMAK 6" FROM EACH CORNER 2 A ICHIRS 4 APART: 4" FROM EACH MM HG RM. MAX. SPACING AT HEAO 6 SILL 11.030 MAX. SPAC /04 AT .IAMBS; T 6.CO0 5.) NO HUR X.'ANE ?ROfECTION OE4CES RCOUWEf). !IMPS Xa tOW tO10 M➢I let silo two* OnDZC 071[ Ytt ur n:.7:4Spersol tom W11 cIE( 4!1WNWA cfC i *alum laa7:1).z ?I .1 L V �� q lyreysssive LA itc :121m .ww. J rU WOd.. x4.74 . w. Nem RS, 2/1249 1,44107W FRONT VIEWS, ELEVATION f3 .9. D ' 20/98 woof d.: nw.. »• P.O. B0:( f 529 sS' ...:s e... 1+...: N. T. S NOY,OMIS, Ft. 34274 6 330 1 c b 0' CD CD g 2 6 CO A w .,,,..„.,:..... _: , Pier 'r: !i[♦ n MEN =pith= 4: 1111111 1 111811 I LI�IF7' [?3�„t'i.'iigsa�:1�:J /f.. r. t!3 , . ► . RAC - - a /16 SCRe " ►l' PAN ND. R3lQ ED Aft D4 . G L4SS - r r . l♦ 7Y W *I [• : .(�31 a�ynl i I 41ZEI!i i i '�f2t1 ' Nf� Nt •Tli r tSN e D 111 N • jr:u • 11 , T r.; r td as ) rx.TW —4 ;9'2 }:J 11 `� • y" +,L, CQ9Ark .01.1CAl SkStil1P6TS 161 VT , DESCRIPTION VENDOR 10220 WANE 1[FAD Slit .IAMB ALL/MAX £XrRusrovs . MX !i t (iG .. !Anew teat 1 k 1. N.T.S. [.0 • tieZraliJeW 2_ •.i1 : . ♦. -. 1 nFf I"1• �' : • lr:= F CLOR1D eCREEN M1 11i 11 0.'fltNEt tggt 1St SOW iU@W MOWN CCU 0! [91W Ott 1.v:vd SLUNG csY q Acanoct a[ g li W ie. A 1 ...�...r�r. 1 vaswC1A a �.w rl rhr! aA�} !!1 ...� I....•or w. r►. lT,yTlaq I ra •.y; ItVb✓.NO1� 0 �Orf r CA �o CASEMENT XOX +• P.o. 2Ox 1329 NOKOMIS f L . 34274 B „U s•m i .4 rlpv: Cm? Vat rrou tI MVI:t)$ ttM ntl Oi ta1DU MOM M41Gaa OW COM M& rSt 1U7!l 110. g .: n� j4� wFMa, P.O. BOK 1529 NOKOMIS, FL. 34274 I B 330 l" .f. aft rMw.L.: tANA'Me•: rt.* Aar�c.„ _Jr rC.t . v.,, �91uv --- ----- - &IM. { CR 700 SECTS. L 4 9707 HORIZONTAL SECTiOfdS .5X z cy w • p via f • 1Z • CC • CC • . V - p • C4 Q1 r 3 F; Er l 76. 40 A•t4J1. ��[_ 64.00 I,1.;Y. 5rcoON A-A 00A2(NG OPNOhi• O$ .230 MAX. SKIM SPAY' :3G ;NW SAW 0 / .250 AW(. . SMM SPACC S.(MON 8 -� F1ft21NC ellf2N: .230 LAX. SAN SPACE u S. CIA2N.Y' 0PT(011: 3/ l�' . L4T GoPrIo /Q_ vi 47 s .5X err• P.Q. BOX 1529 N0kOM1S. FL. 34274 iAZNC OPITO "surnir ClA Amon 13 a:1mM Mitt mL WV HAIM fN ur cox ahl a irG111�11. naw WV $ , autina6 Oft /OWIi Nff QI ILL awing( N0. ?•15ZIZ.PI f P .wess*mCLAss tlCh(e ,n�i �,..�.��. Ir ` I '��`° sk,,e• 700 I «�+ spot. me VERTICAL SECTIONS . wr .330 W •o cb %Wor• 10113 (3) 1@.100 131 11i•dour Milk (3) ]6.500 0 34 004 (0 )1 ),u 37.011 (5) 40.000 (6) 41.000 (6) 41.000 (4) 61.010 (6) 52.375 (11 60000 (31 71.000 (10) 3430 (10) 16 (1 - 010.00 • 364.00 .135.64 ,104.00 •123.40 1 1069.) .12115 +101.00 - 111.U) 4104.00 •91.3) 60,9 • 1749 •7749 -50.33 653.33 -10.00 •5000 1.37.3 11 -13500 4 104.00 • 130.110 • 14106 •130.10 4 0450 • tali + IO100 • I t 1.1 i 1 179%11 4 91118 • 5633 - 3730 • 7709 • 91.51 4 53.33 - 5*)0 • 50.01 542.35 3 - 030.06 4 101.40 - 33000 4 104.00 • 1163) • 10130 • 115.30 6 10100 • 111.1) • 104.10 .58.33 • 4433 - 37,09 +7749 • 53.53 • 51.53 .5010 49000 83300 (I) • IC .41 1 101.00 • 600.61 I- 100231 • 00.03 r M,9) • 67.30 4 6731 •9164 40404 • 60.81 •50.92 • 33.00 +72.00 •53 53 • 5343 - 500* • 9004 742100 (3) • 94.14 •46.6: • 1006 + 1088 • 11.60 • 7163 -69-47 1 09.$7 • 67.31 4 031 • 61.4 4 61.34 • 15429 • 53.38 - 45.01 4 19.00 • 4600 4 44,10 • 11s11b1► 10113 (3) 1@.100 131 3.1.001 (3) ]6.500 0 34 004 (0 31.100 - 70.4 1 31.005 (4 36.001 4`) 2/410 (2) • 14010 4 104.00 • 14000. 4 111.00 • 120.45 • 00400 -9013 +94.42 •73611 +;0.10 41.121 •63.9 + 63,.53 -1001 +5001 .76' p) - 140.60 4101.00 •343.00 4104.00 . 1:0.)? •20130 •9179 +9479 •77.4 411.0) -17.75 4 6375 •60.01. •60.01 •53.5:3 45153 00435 6).103 (4) 151 •1)0.67 • 10456 -104.00 .111.3.3 4104,00 • 110.11 6114.00 4101.41 •115 14 • 17.30 •104. 00 4 ice •5179 4 91118 •11.09 +17.04 -1.675 4 61)3 • 60.01 +60.01 - SJ.'-1 • 5.1•61 -awe/ 4 11.46 74.21 •14.21 •41.75 - 55.66 •63.75 •55.54 -4041 - 53.27 •60.01 4 %.131 - 57.51 •31.1E 4 561.53 + 51.13 , 14.000 (41 • 9 44.4 .10 •00.96 4 00.94 • 69.37 4 60.57 - - 54.16 6 64.76 - 543 3 • 5114 . W istkea ikl$ly ■1 117Jt1u $ :Sh7 u v0/(1 3011111 S: • • • . 7 000 r en m 4,448.• r,(t m.a 14.175 (7) 4 14640 11.001 AD__ 34400 ei 0.560 • 9661 (2) 30.030 12) 37.200 0) 36000 (7) 30.000 (2) 20.000 35.175 7 - • (1100 •44600 • 10444' .110.40 • 14&00 • 98.11 .76' •71.4$ • .6121 +70.12 +6133 61, . • 0 4 93.5) •0043 - $1.01 • 53.51 _ 51110 + 57.53 3 • • 113.00 4104.00 • )1O00 + 10490 - 120.13 4 30400 _ • PM, +94 %4 - 71.0 + -6733 50025 04 -3 )0•01 + 10&00 *31)•%) 4 100.0U - 115.0) 4 100) 10 . 9019 •6t.66 1 .6116 +94.73 4 410$ +64.36 •77.65 • 717) -54,39 • 77.09 • • 7411 •3631; • 67.74 •57'73 - 56.66 4 67.75 • 67.:5 415.66 - 6,02 -6001 - Uri + 00.03 • (0.0! 45337 • 134 • 33.x•3 •51.35 + 51.33 4 6).33 451.11 • 101.56 • 104.00 •100 4 100.31 .07.11 1 3(.70 •64.37 76•030 0' • {110 X3410 •6606 440.94 •64.31 •tir+l MY7n:1•p1 63.3.11Mr 01 j3e . 1 4 14eplirt 066134 6.116 04 C4a1paUlae Mari (re). 444 Oast 1ab1t 33.& f osidet Milo Lou % beard 604 Couywd'4 4.11)166 (1140. rd M 7r14 PP.•ure hum Wooer re 804 RIO SM.( o+ 116" T.pteat. 1COT l: 3 811,40 1' a(-4I 1•• 4,44.4.4441414 45 4166866.1 tall a 1 rage Ind. (Tau of 4 314436 41 ear % )4611. 1314 ::f. M e 4p.d atbfb4 •RI M A7 at. 1 1.•49 5118. • )6.000 3116:6686 t1 10ialbs lltlabta 31.000 (41 1 40.000 (1) :140) (11 18)110 34) 50.000 - 24.000 R' . • 140,04 • 104.00 •1)500 • 104.08 • 13$•00 8 101.01 •1!0.45 .10600 • 111.01 • 104..'•. 31379 (21 , • 3.7.100 • 20410 • 130.40 4 10100 - 23001 • 111.10 -loom 3 +3014)0 -11)4)1 +001410 30.625 (38 -130.0 • 10.00 •330.00 a )0100 - 116.11 + I 1..10 - 113.41 0.1►100 • • 111111 + 0a30 63.600 461 100.'7 • 10400 • 10041 4 140.Et -9693 4 964!3 •6).30 + 8730 •91.64 4 1&0( 71000 Wt . 96.5+ 4 41 54 • 10.40 4 403.1 -77.0 r 72,64 •44.57 + 6957 , - 67x1 4 6131 /00,40•14:584. 1 we 0..4'12.3 t4u14 )i4" UP: 010 Nine 1 duchy, 4.000" a /.tl 636. of Milling nil h are eal( d. (73317 631 +3141/ 81 tarts Mid. Rap , 9126. (311(15 64 be11 & 601 01,414. 1430 Ma►. 19:x144 011441p • 16.000 64 • I%Ime awe 1114,64 lAalr 3364 art M, 410 a :1n. et 7l•(� 7apt0at 1.OTC:.ta :Iu6.6' lions 6214 twat, AWL, •.d at 14144 ,1: I•Ia6. 1.vrin5 al l :al 6 aC1 a1 teat 11.000 01.4s. iptril4 to Jaaabt • 16500 /4141411 ab ►61 a14 x11 31(843 M 1 61` 8 .966.1. NOTE: , 18616414 4 1ra:e 1:v b +root., 4)a.,, ae3 MI Iriluti 4AL111 4 1.3 .sbelld•64alrr. :• 14420 36.. 4p4118461 4.W 0 16.000 Authors 6•• flay Lath llrot , 3618*.• 4►4 el k1 53.138 (6) • 91.3) • 99.33 •561.3) +99.11 -01.33 •51..33 •E141 44133 • 6614 +61.14 60001 16) R 13.100 (4) 74.310 (6) • 710) 4 77.03 5 • $.53 + 33.33 .30.10 +5010 • 7107 • 21.49 -53.53 + 53.53 • 30.10 4 50.00 71.49 • 7740 •3.52 +3343 - 5000 +3000 •73.00 +73.00 -5345) +53.5) •5000 4 5000 - 3339 +5339. - 44.0 0 4101-4100 4 46.00 Maori d" Pus ertb roroIr,A1./.,410 s1 foam( c - `I FL -1518 • ' 6 ,Y 1 $ ) ils m` CG•MPArATiwE ANAL Y'S/S FOR 76" )RCN CASEMENT q USING .3/15" ANHCALEO GLASS. MO FOR IMPACT WINDOWS) 0..61 ,ru NOKOMIs. Ft. .34 I B 1 330 311 0010 1•'0 4)6 oxr 5YR V 1 HUI' OEM 0D10#L1 f.0. q - .1 5 ? 1 7 - •• 6 xx XX UR x - n 0 3 IV w 121siaC 1144.:4 on %.%1.4 t1110b6. 114011444 0 5s 11 19.175 O0 20200 11,000 4 40.400 36306 •79.06 (3) -19.04 419.41 2.5900 •62.79 - 6147 .55.906 44 60.000 (4) 13.103 (1) 61000 (4) 73.00 (61 71600 ( •l'• }111 • 1 e0.00 4 10.5/06 •95.4) 4 95.00 - 9436 • 9636 - 00•00 .95.00 •4410 .16.60 •75.51 .73.66 4143 4 010 •43.17 9 4217 -4207 4 4049 - 64.20 •99. 4 95.40 •00.40 490.40 •90.00 •9020 - 63.0: +0.100 -8509 41100 .74.46 +116 •61.47 +63.67 -431) 44111 -40.00 44020 EZDNECI •• +3x19 Q 74.408 (3. • 13.00 4 M •71.00 47 0 . 1560 • 0.9.46 - 120 4MAD •11.50 +51,01 -17.00 41216 •40.00 44010 6334 41/ -79.00 4 7!.50 -10.00 4 7000 • 64.00 +94.09 •511.00 92440 -50 460.00 -47.00 441(.• - • AI +49,00 •3420 f 342 -33,00 431.00 71.044 14 •61.60 40L06 -5620 45646 .5,1.01 +5140 •40.00 444.00 •4140 441.90 .39.00 4344/ -36. 0 ))5.10 .9.00 435.4 -1704 4 2100 121siaC 1144.:4 on %.%1.4 t1110b6. 11 19.175 O0 20200 (3) 34.003 1311 +9136 36306 •79.06 (3) -19.04 419.41 2.5900 •62.79 - 6147 (1) +43.79 4 61.67 31.906 -56.11 - 54.20 4 4 4 33.10 4 54.20 3410 • 50.51 • 40.0) (4) 4 5013 • 43.51 36.000 .4541 - 4713 (4) + 46.41 4 43.61 IIECMIIIM IrjEallira - 400.96 4 1092 9 0 • 100.00 4 10620 -96.36 -100.00 4 150.00 • 100.09 410025 - 9436 • 9636 • 73.04 . 4123 • 100.01 4 460.00 • 000.00 • 10040 . 9232 • 9173 • 7424 4 79.94 •66.67 . 41.67 - 64.20 • 54.24 - 40.05 + 4.01 - 42.02 4 4213 62.400 4 - 0,6) 41!.65 • 10.65 4 44165 - 09.84 • 69.84 •94.01 •3 ( / 6181 4 5121 .54.17 .44.73 4 53.37 +1111 - 5110 •44.53 4 51.18 1 4411 - 48.03 .43.(•2 4 x621 4 4143 •42.33 - 00.11 r 4343 4 40.94 74.408 (3. • 67.26 4 6310 •64.76 4 64.26 . 1560 • 0.9.46 Uilwb.r 1htl ►u KAO`+ on - 11 3).144 01 40.00 011 •3•0(11 (6) 43.000 (6) 60.000 •4130 (6) , 4 69.51 03.13 •74. (6) 4 1166 60.000 -6327 169 •61,0 73.000 (11) 74.54 6( 1 • 100.10 4 ta0.o • flat 495.00 •9).00 i !f10 •93.0 .- 03.00 .41$) . 4123 -1120 +40.90 31373 171 • 91.00 403l5' • 40.00 • •0.00 - 90.09 • 91.4 • 55.00 4 0 D - 11.14 + 19.05 .3114 41414 . 41.47 • 61.62 -44.03 4 41.41 • 41.01 44040 !112.9 U) • 6344 •339.50 -6.0.01 • 56.00. • 05.1 . 6340 .71.00 .1121 .4100 4 (4.00 •01.00 4 6142 - 51.0.) • 50.00 •4104 4 4120 . 40.411 •40.43 61194 14) • 1920 *Ito • 10.00 . 3.00 - 4 422 4 64.00 •14.00 + 0,00 - 50,00 • 54(.00 - 47.50 • 4740 . 4400 4 40.00 •3448 4 3100 .3210 *33.00 14.000 IS) • 6305 41.00 • 0400 4 6621 -5300 . 53.0 • 44.00 4 44.00 • 4120 .41.00 • 3900 4 3040 • 39.43 4 75.40 •3204 4 34(0 - 3110 .27.00 F021- Kaua..rs •• 0 parcn. .n noagnilr et multors 111T Olt: 5411111 s4 I)c.iir. Lasts M*std on (astaatuirc Mul)sis (pa) pad 01.el 7.01. 35.9 9o,01.s Duty; Leads boa+ o0. (oay usa4.a Mu13Js (pat). and Yeast Tau Nassau 3:a.1441 oSS.•t brf sot 410 suns 4 a• 3914 sputa. SO1 13 2oar+la.J apart 4" fat asorbskit odnuo :IUL tall art rig uiret1 ((coal al4ar shots atex►91rt.1141: 90.n. t lark g al /tail 16 60 a1 teal • 11.009 01as. slush: jambs • 14. I(u..brn abort an kw 613 arras et 114" • pawl. 2107 2 4 audios 3270" 044 earls .Ws of %Isaias tad ass regrl•4.6. (Taut 911 authors at each Meta 4409 3 04.• 49aa4o; at : .44 3 NO at teat 4. 21.000 461 *gat lag as jambs • 20.030 1uhr0 .bave Ave tar 415 rtr.n or 3314" 01L ..01 50141 '.Dm :at 6 4 anger, 46 .a, aa.1 as 499114+11 el... 4041a: al ►.ad tr all at .10111 11.630 11:.4, spaaia3atJauba • 16.000 K7.Aow 5rtedra Widths Ilehl :. )9.123 13) 20.400 (11 31.040 (11 24.500 (11 10.005 ( 9.000 (2) • :00 .10 4 106.10 •100.00 t• 10(:00 .91.7E 4 9636 - 19.04 . 1209 - 63.19 r 4279 18.775 631 • 100.00 4110.00 •18020 . 100.00 -90.36 4 90.30 • 79,01 179.04 •44.62 + 41.47 4922 11) - 100.6) 4 14630 •10000 • 180.65 .93.22 • 23.31 •19.04 • 73.04 •63.47 + 6367 -14.14 61. (31 -8345 +13.6) • 05.65 • (9,66. .021 •49.84 • 64.84 •4410 - 39.717 • 59,37 • 54.20 4 %.000 %.000 (4) - 67.35 + 47.71 .6434 4 44.7E • 5526 4 35.66 - ?1.41 4 61.44 •46.73 4 40.71 • 4411 4 4153 Statham abr. a .* 4: tot r12 trams or 401" 11 10144, 301 k': A atiton 6" nom t a45 eau. t, 9 ax., lad as f411ow.: ) aa. an ::11111h; aelaYE C 4144.441• 1 1.900 3 las. spat/ 441)14•44 • 20.000 Aaeb••• 6" Gott tab Carnet, Met.. are e414)450111: A u'oq 6" (urn t4 te torser, 0114„ sad as %Iowa ca.ab.s. !weal iV*A. IPaltSS 6 gS18 1101107' •.•4/ /4.1 eV 0r•.. I ..w• .' " 4.•Y 001 4414.10. 2144• 7 a10 ann d.w COMPARATIVE ANALYSIS FOR 76" J IGI¢ CASEMENT USING 058 ANNEALED CUSS. Nor FOR IMPACT WINDOWS; Arun : P.O. BOX 3329 Slt: Q.•:1 n: NOXOMIS, FL. 34274 ] El I 330 34A0 12206 (1 I (1) 700 • 34.14 .5111 -5113 151,12 1 .46 1 AA • 31.11 4 9.530 - 4 101 4 43.11 •43.43 + 4143 1 40110.1141 443.51 •43.43 4 .41231 • 5•'.20 •4441 441401 •41.13 441.43 R "•. - - -- 4 43,6) • 40.91 •40.94 7t6U • •. all Dlel X - .."."-. • 0009 mama 3056 330** a►')'► 02)0 0 93(0 11 00000060 6)41 1 11 114441 11180100 0004 JiK 2 )(X / k X OR X OR le il'adaw 1 44 2 4)) F U'1as•.rr W i sha 31.070 44) 40000 (1) 41.400 (41_ 48953 a 3..Tro (9) 53•175 0•1 54.00 (J) 60.030 01) - 115.19 •16400' - 90.110 ♦90.00 -31.6) +31.62 • 6250 46180 •31.60 +5760 •01.0) 4 51.12 -4933 •39.)4 -40.00 _ •40.0) i 33475 (2) . • )4329 • 10110 3 -90AD • 90.00 . 51.61 + 01.63 - 1150 . 41_90 .52,60 411.4 • 01.01 • SI.01 - 49.19 • 49.11 • 40.00 440.00 1 50.6.3" (3) -61.59 4-65.11 • 67.05 + 6705 •66.11 •66.00 •63.50 0.660 •57,60 6 57.60 • SW 4 WO •411.75 44933 •40110 +4340 I 61.010 61130 (S) p) • 1213 -4/.17 • 47.05 •15Il • 1413 • 46.11 • 434$ +4441 •41.36 *4176 •O1 • 53434 -4141 •(1.33 • 47.03 •4135 - 4120 •40.15 + 47.1 5 +SIPS • 60.00 •39.91 4 40.00 + 9!1 • 44.05 + 44.50_, • 4(.27 +4427 _ •41.60 4 48.6. -41.(19 •4601 Alsolser 16q111 F 1YladarY7 +lhs 1 ( 32.000 • 10 19 U • IN.53 .Veit t • 90.00 (4) •90.01 41110 - 41.6) (0) • 014 3 41.000 •6700 (9 • 63.50 501000 •51.40 (6) • 7.141 .fli - 5:m (4) ' • 31.07 54.00) •49.33 (6) • 49.311 6( x. 40.00 (0 ) • 4 300 :6.530 ( 61775 5 • 1 DS.19 + 106,00 • 90.00 • 1401 - 31.63 • 41.63 ' • 62.10 •67.50 4 43- •6150 - 51.60 •51.60 •51.1 4 5).41 • 54.3 • SI 3) • 51.91 +51.03 • 19.31 •49.13 4 4911 +19.38 - 40.09 • 104 4 40•00 •40.00 54415 (0) .43.09 .4130 -67.41 • 47,0) ' - 6410 +4 43.096 (4) .41.13 • 0.13 •16.11 • 16.11 •45.45 •45.40 , • 4878 4 43.76 .43.11 + 43.14 -4 1. •4148 -1170 • 4123 • (0.40 + 40.00 64.096 (4) - 156: 4 48,7 •4 0.50 + 4 4.55 • 44.2) • 417) • 43.43 • 4)60 • 4805 • 4).09 - 41.35 •4135 •41.15. • 41.19 • 39.91 +39.51 Gird 2 urs bars 411.1 e at• Ior 110 ft. e..s a 7f 6" Topton. '4 0T1::3 1a/ Iwo e4" spirt. +" 4• a4 4d Aar al.wednkrnil go) And. (Ty all of1 motor/ al nib Mut.14a013 Anc,on6 " tom <w► ton cs,)ba 7n , 54s.6paria ; alherd Ai aivat" 16.000 04.». *patina 41 (Nobs • 16.003 \ 1a16eq 0Mrt art for tteo+w it U.i"1"ape•u. ROTC :1 solo 4.056. 'stack 44.44450 al rail.., rtq.trol. (Tool of 2 aceh4•n r wth 67tel.Ita71, k to. ap Ile* si hurl .1 Jam Neal• 36001 3144..5at10 .4aljal4J.. 1044016 11•04 19.175 (1) 203190 (2) 34.000 (31 74.500 (3) 10.000 (1) 20.153 (2) - 9647 095.42 • 90.40 4 50.00 • 43,50 4 6850 -11.24 • 51.85 •40 ?1 • 44.12 31171 ()4 • 9543 .914447 • 00.00 400.00 -4250 • 67x50 } • 51.26 450.16 • 40.01 +40.00 30.025 131 •7467 4 7:.57 .41.37 + 7137 •69.50 +0).50 • S).2t - •31.26 •49.09 +40.01 53006 147 _ - Tye3 _ 4 32.12 _ 5517 4 51.16 • 41.31 •41.39 • 14.60 • �1� 72 .40 01 • )87: • • 1 64.004 (4) • 5643 • 51.75 34.44 4 40 .5,3 . 47.02 1. 42.34 • 43.11 •3977 .41.01 +7449 341141 to .bate on he 419 se rens at 3116 "Tapraa4 3:311: 1 *.4404 4" moo i, 4 ' loam •.a3 41:1 of uuciug s a 11 a t nqu(nd (Total of 4 ana orl tl Nth Alto. (WIC '63)Cc .turhan4" from ark etrao. 410x..0*. a. 6..9* •i: )lac. 1 pat ion r1 ht)dS.1 sl vest e• 16.000 1 15 "mbo•• • (q)7t1.4 V4tr144444(1/ohe4ugm: aren1444.114.(4049 tit* otr'tat, om pineOt63< L.. d2 60 5.4ea Coopra1. •• Anal71b(psfl.rbGhat1oble30.00. 4.44U Mot l la.40 toot 01 Coolp:oath • Analysis (psi) JO Wao, Ten rteawn 35.15 (7) 50.625 (21 61110 (3) ( 0136.303041 41 4c44 4 401 04x..1 • 27.000 53'044.10 n7d183 24.131 3141.30441n6 4% 4aeabs•> 16.000 111 :410• W)d.l5 I1•42u • 19.1)5 p•. )11000 ) 74.646 ( 16.500 )) 30•.09 1)) MO (3) •9t. :2 •945.1: •9600 +10.04 -4850 +62.53 • 51.13 • 97,33 • 448 12 • 94.43 + 9342 -900 •90.91 • 61.50 + 42.54 1 - 3176 •51.16 •40.00 4 40 .00 • 7117 • 74.17 • 11.1) • 72.12 • 61.30 4 6830 1 •57.16 •51,16 - 4000 •49.09 •3133 •51.17 -6047 +51.16 .4804 4:4.49 I •(4.64 +41•)2 -40.00 +337) •56.73 •5115 •30.4 42113 •47.12 + 43.16 •4).71 - 39.17 • 40.00 •74.39 •141154 s actor are for at 3 so x43 or la• 4` 18)440s. 'int:1 nuke. 4.2511'4a 4. Oce11 tan art r••• 11a, (Total of2 Nation co (o.iln.a KO) CA441ors1• ear tath CO1411,61t t ".1d.oIallow►: 11,4. 19464 4% lambs 14.000 .1 Wuxi 6 ":tam each o.roer, bias., 440 as Follows: ro I!'•ao70 43 COMM MO 704 1113 6011001 0001 OP111*1 OA • Ola1 Ogt_**ooa a(Iu 60.ZAAVX911.1. hZ)2 At T JPta�ress(18 LASS" (6d73(:,+g j !••e•.•" /. .,ra•s.,r 4. ea,.y • r4. W = wi•••• 443... t •Itl+•l ) n t t / w e . ► Heed 8 a) C C • 7'c F� -► s 08/27/97 N.T.S. i XX )OK X 012 X It 1' 1 OR x COMPARATIVE' ANAt,YS1s roR 64 MOH CASf6fENT USING 3/06" ANNfAQEO GWSS. (NOT FOR WPACT IflaDOWS) Kr1.r P BOX 1529 NOKOMIS, CI. 34274 8 '9. 330 gr IV 0 r 0- 14004.1• 1: ' 04 00.000 65 72.0)1 1 74.000 (1 11- NMOd.w 11 4Y13I1. 72.011 (7) 641.030 (111 5 . 11) 96•000 (7) 10.000 12) 100.400 ( 111100 3 121000 8) •170.01 .111.11 • 104•00 •103.15 410 .00 •00.60 40067 .43.0 4 6730 46120 .30.00 •• +19.31 IlinallEMI .4 .75 +46.75 -4040 •4040 44000 4 41,10 77 .213 41) - 17035 41 1.10 .!01.10 +10100 •1.00 +0430 •6043 45).2 • 6240 1 30 •40.90 450.46 •.17.38 •19.37 10.613 0 - 01.84 4 5134 -7343 + 7301 •71.00 • 21.00 •61.01 • 6000 • 0190 4 3100 - 08.00 I. AA • 4740 + 4 7.40 •13.00 •2949 • 4910 •6000 61.010 3 •61.70 • 6*i3 - 51•» 4 19 •93,16 • 31.16 • 4 .Se 4 4830 - 0000 •1000 47.00 4 7740 • 3740 * 77.10 •36.30 •36.00 • 34.90 +3100 6400 4 • +6090 -17.07 .4 :QM •47.13 44713 TA • 37.00 +3714 •76.00 +74.00 -33.00 • 3300 IRO REMIIIIMI IMMO 00.000 65 117.d•t RUM • 72.011 (7) 74.01)0 7) 96•000 (7) 10(311 1) 100.400 ( 111100 3 121000 8) •170.01 411100 - 711.11 +104.10 -105.15 +101.00 .6230 46120 .30.00 45.50 -49.33 +493) •46.73 466.71 • 1 203 • 104.00 .10.0 010140 .98.30 4 50.00 -1046 4 31.63 .6730 •6230 •60.90 + 5190 •49.78 r 4038 • 46.73 + 46.73 • 40. 411.0/ aMEIVA a 11110 En1.? • 11.11 +51.31 • 7193 •13.01 •3306 6 72.05 •94{-11 a 8390 •71.0 411.80 -61.00 4 6104 -5100 •6100 •4841 .31 +48.48 413.00 -47.00 417.00 •37.00 +3740 . • 37.0037.00 +3740 •4500 -36.00 + 43.00 + 3640 •40.00 •31.00 -33,00 4 10.41 434.10 4 3)40 •41.78 - 44.51 461.713 ♦ 6031 •17.16 +67.16 -18.00 413.00 -1' 0 •0601 •4000 • 02.07 +0.07 + 40,30 47.00 4 7740 36.00 41101 rt20 NOE SOT[: Num►•n IR41p1(trllleln rttre1e.nlitrl6 mob.' Dzr 0364, Ibyliw Dail Lads tinier Compnitr. Au lj,J1(011.1rr1 O1au (ale 33.0. hzldrr W a(,a Loads 6:00400 Cumya'Mile Mwlltll (pel),1.d Wale( 7,et Pram, 145,50,15 Hare are (58170 4010w) of YIP Ta8ewr. \4131407 1131,. 4. 1° licit nut Ake ol inertia: sal perpa.ed. Croft/ 011 •0010a1each Merl. NMI) Mutton 6" trial eith tot awn 31m...1 n4 es follows; 11aa.spatialal6aadal45a:coal. 16.000 6140 /patio;4t head &ti0.1a. Its 41041. 11.000 11.1.44414; at) 16.010 1( 11 1 .1 ►m 4ewt w.lot 13 1v..$.r opex4. 140T6:1 aattar 1.1'30' a• me? •id +.00r.e01y` *6 art nr) rI,(.1To1al di 2 a,tb•u l with Mcet PA0): ' Alehna 6' from tacb coca /., Max., nod 44 lelbv4: %).a ap.ti0111 hetd6'161a1 rem ∎ 22.006 610a. op It( al bud it 14etaaltehod* 217?) Mac. spacial 41Jl..64 24.403 f ♦ 1 X0( X0X INa ess"Cili Q 1RC "4 N�.•I4 a• *00•••• ( 4b..... I•5.0 4.Y• ■ {.urc:vWWI r". 6 1 11 0.S &Au 1000 0 t nt - 15.75 P. 9 0 10 0 7 $j 1 " COMPAR4Ted ANAlYS15 FOR 64" Mai CASEMENT `"y/q USING 3/16" ANNEALED GLASS. (NOT Fun IMPACT WIAIODWS) 1 N. r. s. "' P .O. M FL. 9 4274 1 8 I r � "` +'"4 330 ri- /10 P4t01F40 — � '' u z 1.250 112 P1021E40 2 r 1!000 D1/Co 5 TYP. HEAD, SILL JAMB 2rl&D aucx .252 TYP. TYP. HEAD, SILL JAMB 1.250 UK • a' • )/16 T/.PC0V NO C NCO. 1 , 250. �K WOO TYP. HEAD. Sill JAMB 1.250 ual. 4 1/4 MAPCON NO C R£0. .250 • • AMX. TYP'. HAD, SILL JAMB �Fe4. 102/ 7/9 7 r .5X NOTE: REFERENCE TEST REPORTS & COMPARATIVE ANALYSIS SHEETS FOR ANCHOR SPACENC & STARTING POINTS. hr.ayt4•: AI on Al c OM& SIAM 111I WEI tattoo tort DU 3 c IRK Gov a,:90 ouuonc 02 a ,cuvtArro oc. �. 61 Rf j pfo (edL:*1i kft w.., .• 1 ro 10 C 1x ire �3 4nr 00 ANCH. TYP. CASEMENT ANCHORAGE �•� P.O. 60X f 529 v" '"• NOKOMIS, FL. 34274 8 330 �A . 0 3 F•* N LI - m IV 3 C 3 r+ N .a. r m N i•• • w • CD • m • I + • 9 t7el FROM : "PREMIUM WINDOW. SALES" * PHONE NO. : 305 266 8145 82/23/88 12:28:89 woM 941.488.1988 -1113-> 385 266 B145 PRODUCT CONTROL NOTICE OF ACCEPTANCE Vinyl Tech/Progressive Glass Technology 1070 Technology Drive Nokomis FL 34275 3 116" S Your application for Product Approval of • Series C OuswingAluminum Casement Window - Impact (3/16" Annealed- 1J4" Tempered) under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Mateziai s and Types of Con to ction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. 330, Sheets 1 thru 10 of 10. (For listing, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade • County, Florida under the specific conditions set forth on. pages 2 et. seq. and the Standard Conditions on. page 3. This approval shall not be valid after the expiration dare stated below: The Office of Code Compliance reserves thc right to secure this product or material at anytime from a jobsite or ms's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re - evaluate this product or material should any armaendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:97 -0212.01 o " iguez Product Control Supervisor THIS IS TEE COVERSHEET, SEE ADDmONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS DVILDIrNG CODE COMMITTEE Expires:04/16 /01 This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade . County, Florida under the conditions set forth above. proved: 04%16/98 mss = po*tcterebuildi ngcodsonllna.com Feb. 23 2000 03:03PM P1 Page 992 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375.2808 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (306) 372 -6939 Director Building Code Compliance Dept. Metropolitan. Dade County I tom.pa9e: Imp://wwwbuidin9eodeonUns.com Owners Name and Addrcs STATE OF FLORIDA, COUNTY OF DADE. j ss peared .__�-- -- __ -.._ MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build - ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during prggress of the work. 1 Registered Architect and /or Engineer ..............« ......„„ p ate v /a 3. /94/ 9 h • Building Inspector New 'Building Remodeling Addition permit, as are licensed by Miami Shores Village. Remarks. - -- -- — — - _...__ - __..N ._.._ (Signed) PLANNING BOARD Chairman ._ Member Member Cour.cil Approved NOTE: A charge of $1.00 will be made for making corrections the Planning Board. A re fee of S1.00 will be charged materials and /or workmanship. yJ�C. ")--p / Date..._____ ». ._._... . Stre et_../ . '!' • Name and address of licensed contractor.... -d _ 6- 7 1- / 9 ie Location and legal description of lot to be built on: Lot .... Block Subdivision ..._.._......., ...._...._..._.._ ... Street and Number where work is to be done /0 _41('- - / / - E /.._.. State work to be done and purpose of building (by floors) -.._ e. Z..Z2'c E= ._ cry 9 e-e ) Q f , s. _ .1 'r' xj fJ \ (,Q)iv S and for no other purpose. LQ) ©a ee) Let 6:4 A./ u 6 4 e mR0 4 \ No. of Stories Repairs To be constructed of Kind of foundation...__ Roof Covering Estimated Total cost of improvements $ Amount of Permit $. Zone cubage required __ __._...._......_...___.__..Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only ,such subcontractors, on work to be performed under this R ti ��? Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- Notary Public, State of Florida My Commission Expires Member Member ._._._ Member .._._.._ .... .. Date Disapproved _DATE or changes to this application after approval to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No. / Read, Sworn to and Subscribed before me. Disapproved — (Signed) Date has been obtained from when such re- inspection is made necessary by Improper notice for inspection or faulty M I A M I.OADE PRODUCT CONTROL NOTICE ICE OI' ACCI',I' I A1NC[ 1)( ;T industries 1 070 Technology Drive Nokomis ,FL 34275 Your application for Notice of (NOA) of: Aluminum Casement Window Impact under Chapter 8 of the Code of Miami -Dade County u,overnin(4 the USC of Alternate Nlaterials and l \'pcs of Construction, and completely described herein, has been recommended for acceptance by the Miami- Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the ri�,ht to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. if this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida l3uildinc.2 Code. The expense of testinu. \vill be incurred by the manufacturer. ACCEPTANCE NO.: (11 -1 1OSM7 EXPIRES: 01/25 /2007 MIAMI-DADE COUNTY, FLORIDA ivi[ 1 - \ DE FLf \GL ER BUILDING IiUII,I)ING C,'OI)1; C0\11'LI:\ \(;1•: OI I IC I: \II;I I<)- I): \01{ 1 1.: \(;III: I(till.()l. \'(; I -Ill 1 % :. I I L: \(;I.I;I(s 11(I:I:I S111 1 1(10 \Ili \N11 I I.OI(II):\ 33130.1563 (305) 375 - 2vol I'A•\ (305) 375 ( -()' 1 I(.\( I0I( 1.IC 1:.\xl\C till( l •I0,\ (305) 3 )•A\ (3(0) 375•255s (:O.\•rl(.\(:•OI( 1:.\•r01((:t:.\II :.\I 1 (305) )75 -2066 FAN (305) 375.290S PRODUCT CO.\•ru01. n1\ l (305) 375. 2 0022 FAN (305) 372-6339 Raul Rodri,ue'. Chic) Product Control I)i\ issue THIS IS THE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GErNI :I2:\l. CONDITIONS BUILDING CODE & PRODUCT REVIE \V COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami-Dade County, Florida under the conditions set forth above. APPROVED: 12/27/2001 Francisco J. Quintana. R.A. Director Miami-Dade County Building Code Compliance OI•lice \\ x \pc2000 \ \templateslnotice acceptance cover page.dot Internet snail address: poste (aster @buildingcodeonline.com Honiepage: littp : / /www.buildingeodeonline.con( PGT Industries. NOTICE OF ACCEPTANCE: ACCEPTANCE No.: 01- 1103.07 APPROVED: December 27, 2001 EXPIRES: January 28, 2007 SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises and renews Notice of' Acceptance (NOA) No. 00 0804.03, which was issued on December 7, 2000. It revises and renews the approval of an aluminum casement window, as described in Section 2 of this NOA, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series "C - 700" Outswing Aluminum Casement Window — Impact Resistant and its components shall be constructed in strict compliance with the following document: Drawing No 339, Sheets 1 through 5 of 5, titled "Aluminum Casement Impact Window," prepared by manufacturer, dated 2/13/98 and revised on 11/6/01, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control approval stamp with the NOA number and approval date by the Miami -Dade County Product Control Division. This document shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum casement window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will not require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Raul Rodriguez, Chief Product Control Division PGT Industries. NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and scaled the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising, or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion oldie Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE 3 ACCEPTANCE No.: 01 1108.07 API'ROVED: December 27, 2001 EXPIRES: January 28, 2007 7 :c3 Raul Rodriguez, Chie Product Control Division GLASS OPTION B DESIGN PRESSURE RATING (P.S.F.) WINDOW WIDTH WINDOW HEIGHT 50.625 56.000 • 63.00 NEG. POS. NEC. POS. NEG. POS. 64.000 - 75. 75.0 - 75.0 75.0 -75.0 75.0 66.000 - 75.0 75.0 -75. 0 75. -74. 2 74.2 72.000 - 75.0 75. -72.8 72.8 -65. 2 65. 74.000 - 75.0 75. - 70.2 70.2 - 62.7 62.7 ALL SMALLER SIZES NOT SHOWN ARE -I- /- 75 P.S.F. 5" MAX. -- 62.50 4 " (SEE NOTE 4) -- 1 1 " MAX. ON CENTER 4 4" F 36.125 N N N 74" MAX. SEE SHEET 4 OF 5 FOR SECTIONS & GLAZING OPTION DETAILS --- 4" (SEE NOTE 4) N N X 36. 125 N N 5 " MAX. 5" MAX. 11 " MAY ON CENTER 5" MAX. Robert L. Clark. P.r. PE 1139712 • Structural LARGE MISSILE IMPACT WINDOWS 1.) GLAZING OPTIONS: 5/16" (.350) LAMINATED GLASS W/ MONSANTO SAFLEX OR DUPONT PV8 W /BUTACITE INTERLAYER. A. 1/8" HEAT STRENGTHENED GLASS, .090 INTERLAYER, 1/8 HEAT STRENGTHENED GLASS B. 1/8" ANNEALED GLASS, .090 INTERLAYER, 1/8" ANNEALED GLASS 2.) CONFIGURATIONS: XX 3.) DESIGN PRESSURE RATING: A. FOR GLASS OPTION A (HEAT STRENGTHED) ALL SIZES ARE +- /- 75 P.S.F. B. FOR GLASS OPTION 8 (ANNEALED) SEE TABLE. 4.) ANCHORS: MAX. 5 " FROM EACH CORNER /10 SCREWS - 2 ANCHORS 4" APART, 4" FROM EACH MEETING RAIL 3/16" TAPCONS - 1 ANCHOR, 4" FROM EACH MEETING RAIL MAX. SPACING AT HEAD & SILL: 1 1 " MAX. SPACING AT JAMBS: 1 1 " 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FTL -2246 FAT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Dote: 11/6/01 Revsd By: F.K. Revsd By: F.K. Drawn By: D.B. Description: ELEVATION 'XX" CONFIC.. Title: ALUMINUM CASEMENT IMPACT WINDOW Series /Model: C 700 Dote: 7/3% 1 Dote: 2/13/98 Score: NTS Revisions: ADD SHT & TABLES Revisions: TB & EXTR. Sheet: 1 of APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE(flylifX BY PRODOCT CONTROL DIVISION BUILDING CODE COMPLIANCE OF ICE ACCEPTANCE N0. O( 11A • O 1 Drawing No. 339 Rev: E GLASS OPTION 8 DESIGN PRESSURE RATING (P.S.F.) WINDOW WIDTH WINDOW HEIGHT 68.000 70.000 72.000 NEG. POS. NEG. POS. NEG. POS. 28.000 \ / —75.0 75. / / / X / —74.5 74.5 j ALL SMALLER SIZES NOT SHOWN ARE +/— 75 P.S.F. GLASS OPTION 8 DESIGN PRESSURE RATING (P.S.F.) WINDOW WIDTH WINDOW HEIGHT 68.000 70.000 72.000 NEG. POS. NEG. POS. NEG. POS. 28.000 —75.0 75. —75.0 75.0 —75.0 75. 32.000 —75.0 75.0 —74.5 74.5 —72.5 72.5 ALL SMALLER SIZES NOT SHOWN ARE +/— 75 P.S.F. 5" MAX. TYP. 72" MAX. 29.723 32" MAX. SEE SHEET 4 OF 5 FOR SECTIONS & GLAZING OPTION DETAILS 1 1 " MAX. ON CENTER 1 5" MAX. Robert L. Clark, P.E. PE 1139712 Structural LARGE MISSILE IMPACT WINDOWS 1.) GLAZING OPTIONS: 5/16" (.350) LAMINATED GLASS W/ MONSANTO SAFLEX OR DUPONT PVB W /BUTACITE INTERLAYER. A. 1/8" HEAT STRENGTHENED CLASS, .090 INTERLAYER, 1/8" HEAT STRENGTHENED CLASS B. 1/8" ANNEALED CLASS, .090 INTERLAYER, 1/8" ANNEALED GLASS 2.) CONFIGURATIONS: X 3.) DESIGN PRESSURE RATING: A. FOR GLASS OPTION A (HEAT STRENGTHED) ALL SIZES ARE +/— 75 P.S.F. B. FOR GLASS OPTION 8 (ANNEALED) SEE TABLE. 4.) ANCHORS: MAX. 5" FROM EACH CORNER MAX. SPACING AT HEAD & SILL: 1 1 " MAX. SPACING AT JAMBS: 1 1 " 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FTL -2246 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL .34275 P.O. BOX 1529 NOKOMIS. FL 34274 Revsd By: F. K Revsd By: F. K. Drown By: D. B. Dote: Revisions:. 11/6/01 ADD SHT & TABLES Dote: 7/30/0 1 Dote: 2/ 13/98 Description: ELEVATION "X" CONFIG. rifle: ALUMINUM CASEMENT IMPACT WINDOW Series /Model: C 700 Revisions: TB & EXTR. Scole: NTS Sheet: 2 or APPROVED AS COMPLYING IMTH THE SOUTH FLORIDA BUILDING CODE DATE NPfh S Z7 / I BY P DU CO OL DIVISS BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO. 01" . o 1 Drawing No. 339 Rev: E REFERENCE TEST REPORT: FTL -2246 TYPICAL MAIN .FRAME CORNER TYPICAL SASH CORNER ITEM PGT 9 DESCRIPTION 1 60228 FRAME HEAD, SILL JAMB 2 69999 FRAME MEETING RAIL 3 644588 SASH HEAD SILL (IMPACT 4 781 PQA 8x1 SCREW PAN HD. QUAD 5 7CORNMLG LG. MAIN FRM CORNER KEY 6 7CORNMSM SM. MAIN FRM /SASH CORNER KEY 7 40712 PLASTIC MAIN FRM. CORNER KEY 8 60200K 9 60150K 10 6FRMBK 11 49004 12 7KEEP SASH LOCK KEEPER 13 7CTAOR /L CASEMENT OPER. RT /LEFT 14 7TRAK OPERATOR GUIDE TRACK 15 7CEHC STANDARD HINGE 16 710516PPA 10x5/16 SCREW PAN HD. PHIL 17 5/16" (.350) W /MONSANTO INTERLAYER 18 5/16" (.350) V /OUPONT INTERLAYER 19 6536168 EXTRUDED GLAZING BEAD 5/16 20 62899C SILICONE 21 6SM55W SEAM SEALER 22 6TP248 Robert L. Clark, P.E. PE 1139712 . Structural QTY. 4 (`) 1_0 8 (4 24 (4 1 4 2 ( .200 OLON 1 (2) (in vent top roil) 5 0 OLON 6 (3) (at vent bottom & side rails) W. STRIP, .190 x W.STRIP, . 190 x . 1 ( ) MAIN FRAME BULB WEATHERSTRIP SASH LOCK 4 4 in main frame) 2 2 l.h. fr. jamb, 12" from ends) 2 (2) vent mtq rail, 12' from ends) 2 2 2 12 1 ( 6) 2 1 2 (1 8 (4) main frame /sash assy. screws) (6) LOCATION lower right frame corner 1 per operotor) © right frame corners (operator /hinge /trak screws VINYL BULB WEATHERSTRIP 8 (4) NOTE: QTY'S IN BRACKETS ARE FOR X CONFIGURATION VENDOR INDAL ALUMAX INDAL FASTEC IND. PRECISION FAB. PRECISION FAB. VINYL -TECH. / PCT SCHLEGEL CORP. 0200.x 190 SCHLEGEL CORP. 0150x190 PROTOTYPE PLASTICS FP - 176 BLACK VINYL -TECH. / PGT 49004 TRUTH HARDWARE 2.08000 TRUTH HARDWARE 23-19-23-002 TRUTH HARDWARE 301 TRUTH HARDWARE 35.10.00.101 MERCHANTS FASTENER H.P.G. H.P.C. ALUMAX DOW CORNING SCHNEE - MOREHEAD TEAM PLASTICS VENDOR # GAS -44451 GAH -44207 GAS _44588 536168 899 SM5504 TP -218 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revsd By: F.K. Revsd B : F.KY Drown By: D.B. Dole: 11/6/01 Dote: 7/30/01 Dote 2 /13/98 Series /Model: C-700 Revisions: SHT NO. Revisions: TB & PGT P /Ns Description: PARTS LIST rifle: ALUMINUM CASEMENT IMPACT WINDOW Scole: NTS Sheet: 3 0, 5 APPROVED AS COUPLYING WITH THE Sam, FLORIDA MALMC CODE DATE t ' - 200k ODUCT CONTROL OIVISo 4 BUILDING COOE COMPLIA.v OF F IC ACCEPTANCE NO 0 l b 0• d 1 Drawing No. 339 Rev: E 63" MAX. HEIGHT REFERENCE TEST REPORT: FTL -2246 SECTION A —A .250 MAX. SHIM SPACE J MAX. SHIM SPACE .250 56 1/2" MAX. DAYLIGHT OPENING GLASS 1/8" HEAT STRENGTHENED GLASS 30 7/8" MAX. -- DAYLIGHT OPENING TYP. Robe ft L. Clark, P.E. PE #39712 Structural 1.260 74" MAX. WIDTH SECTION B —B 1/2 G LASS B ITE .090 INTERLAYER (SEE NOTE) -- 1/8" HEAT STRENGTHENED GLASS NOTE: INTERLAYER IS .090 MONSANTO SAFLEX OR DUPONT W /BUTACITE 11 i INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 1/8" ANNEALED GLASS Revsd By: F.K. Revsd By: F.K. Drown By D.B. Description: Series /ldodel: C GLASS GLAZING OPTIONS: 5/16" L350) LAMINATED GLASS Oo t e: 11/6/01 Dote: 7/30/01 Dote 2 /13/98 Scale: NTS Revisions: GLAZING DET. Revisions: TB & MAX. DIM. Sheet: 4 of 5 1/2" GLASS BITE .090 INTERLAYER (SEE NOTE) 1/8" ANNEALED GLASS SECTIONS & GLAZING DETAILS APPROVED AS COMPLYING WITti [NE SOUTH FLORIDA BUILDING CODE oa� -- �; 2�1 ./ bob CO .-� PRODUCT OL OIVISiON— I BUILDING CODE COMPLIANCE OFFIC ff ACCEPTANCE NO. 01" 110 ( "11• 0 1 Title ALUMINUM CASEMENT IMPACT WINDOW Drawing No. 339 Rev: A TYP. HEAD, SILL JAMB 2 x WOOD BUCK 3/16" TAPCON NO C SINK REQ. (NOTE 2) 1/4' -- - MAX. NOTE: 1. REFERENCE TEST REPORT F71-2246 & COMP. ANALYSIS SHEETS FOR ANCHOR SPACING & STARTING POINTS. 2. USE MIAMI —DADE COUNTY APPROVED TAPCONS. 1 1/4" MIN. a a a ' 1 x WOOD BUCK TYP. HEAD, SILL JAMB G Robert L. Clark. P.E. PE 1139712 Structural .657 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 0 MAIN FRAME 6063 —T5 ALUM. 4.028 1.260 0 FRAME MEETING RAIL 6063 —T5 ALUM. Revsd By: Dote: F.K. 11/6/01 Revsd By: Dole: F.K. 7/30/01 Drown By: Dote: 0.8. 2/13/98 Title: Series /Model: C-700 Score: NTS Revisions: RMV ALT. ANCH. Revisions: TB & EXTR. Sheet: 5 or 5 1.575 I- -1.837 — O SASH FRAME, IMPACT 6063 —T5 ALUM. — .0.50 626 1.096 .062 I GLAZING BEAD, 5/16 6063 —T5 ALUM. .401 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE A - 2/1 4)0 BY PRO DUCT CONTROL DIVISI BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. Q1 110% . ANCHORAGE & EXTRUSION PROFILES ALUMINUM CASEMENT IMPACT WINDOW Drawing No. .339 Rev: E H GLAZING PRODUC GLAZING PRODUCT NOTES: MULLION "C" -0R O" COIN .ENDS- — - -_ -__ w W2 W = WI -W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PACE 5 OF 5 MAX OPENING = W OR W1 -1- W2 MULL LENGTH = 1I I. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3 AND 5 ANCHORS: TYPE- 8 C_ 0!? "0" 80TH ENDS 2. WINDOWS MAY BE MULLED TOGETHER, TO A MAX. OF 5 UNITS - - .3. MULLIONS ARE APPROVED FOR IMPACT & NON- IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 H2 1 II ! if = H I +H2 (1) WINDOW MULLED W/ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = 1-1 OR III -r 112 MULL LENGTH = W ,// - – � 601 ENDS 1? Zy / G/ Robe ),P P.. #3992 2- /)P. !JUL LION - GLAZING PRODUCT GLAZING GLAZING PRnnuc PRODUCT W2•- W Iv = WI +W2 II = HI tH2 INDUSTRIES HZ HI WINDOWS MULLED W/ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PALL 5 OF 5 MO MAX OPENING = 1-I OR H I -1 -1 -12 MULL 1. l- NC i I I` W OR W I -1-W2 A42) MAX OP[lv W 0R WI 1-W2 MIA I 1 AI(; I { r = 1-11 Rcvsd By. Grown 8y: Title: Dote: P.J.P. Description: 1070 TECHNOLOGY ORIYE P.O. 80X 16 - NOKOMIS, FL 342.75 NOKOMIS; fL - 34274 ANCHORS: TYPE. 8 : "C" OR "D` BOTH ENDS Chkd t3y. H Dote: Dote: 4/28/00 ARRANGEMENT DETAIL STD. WALL MULLION Seiies/tlodcI: Scale: - -W r — 1 — W2 { W 3 — I W W = WI +W2 - H = HI +H2 MULTIPLE WINDOWS MULLED WJONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M.3) MAX OPENING = T -1 OR 11 1.1 /2 MU(_! LENCTI1 = W Ol; W 1 ; W2 r WJ M4) MAX OPENING -= W 1 I W2 OR W2 1.W.3 MULL L ENG 1 H = H I Revisions: 'MU t - -NTS Sheet: 1- or APPrOvE0 AS COMPLYING ■NrInI III SOU il1 FLORIDA BUILDING CODE 0 E JUN 2 IL 20$ BY PROD T sUTROL OIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 00 12- .OS Growing No. Roy: • t . H "C" •OR O"- BoTH .ENDS\ GLAZING PRODUCT — –WI • W2 w W wlfw2 f 2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR WI -i -W2 MULL LENGTH 11 GLAZING PRODUC MULLION ANCHORS: TYPE. "C" OR "0" 80TH ENOS NOTES: 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3 AND 5 2. WINDOWS MAY BE MULLED TOGETHER, TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT & NON– IMPACT 4. REFERENCE TEST REPORT FTL –2902. 2903 AND 2975 It = H14 -112 ( 1 ) WINDOW MULLED W /ONE ABOVE FOR DL I ERMININC MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING -- H OR 111 1112 MULL LENGTH • - � 80r EN 1/ Robert L. c1a k, P..M, #397127 - // PYG/ 1)P. A IULLION \ Gt_AZINC PROnucr GLAZING PROOUCr Ct.AZ!NC PROOUC Iv l W2— w w = w1 +W2 x = HI +H2 INDUSTRIES H2 HI CZ) WINDOWS MULLED w /ONE ABOVE FOR DE7F_RMINING MAX ALLOWABLE DESIGN PRESSURE SSURE SEE TABLES ON PAP: .5 OF 5 1 1) MAX OPENING = 1 -1 OR 1I 1 11-12 MULL (INC 11 r W OR W1 -1-W2 M2) MAX OPI[ NINC - W OR W 1 .1-1A/2 MIA( r(Ni;111 HI Rcvsd By: Dote: Drown By P.J.P. Description: fltic: 1070 rECHNOLOCY ORIY� P.O. BOX, - NOKOAIIS, a 34 • NOKOMIS; FL :4_4274 +TYC A ARRANGEMENT DETAIL STD. WALL MULLION Sciie s/UpdeI Sheet: MULLS_ ANCHORS: • TYP£. "8 . "C" OR "0 BOTH ENOS Chkd By H Ootc: Dote: 4/28/00 IYP. MULLION N GLAZING PRooucr { —w I W2 1 w3 — I W = WI4 -w2 +wj H = H1 +112 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE_ 5 OF 5 M.3) MAX OPENING - H OR 111 1 -112 MULL LLNCTII = w OR W1 /W2 -1 Wj M4) MAX 0Pi NINE = W 1 / W2 OR W2-1-W.5 MULL L_ENC1II = H I Revisions: Scale: - NTS GLAZING PROOUC H2 HI APPt:OVEO AS COMPLYING \Vtfll ti! SOUTH FLORIDA BUILDING CODE E JUN 2 R DD 0 BY PROD Oro.. nq No ITT ROL DIVISION BUILOING COOE COMPLIANCE OFFICE ACCEPTANCE NO. °O 15C? 12- .OS _ Roy: 4 1 A LIULLION CLIP CUT FLANGES OFF OF uULL CLIP TO FORM A 'D ANO iNsrALL AS SHOW," FOR I - MULL p.C.r 1 uuLLIoN • • ; TYPICAL MULLION TO MULLION INSTALLATION TYPE • • - • no LA.._ 2 w000 BUCK I - - - • Li MIN. T 2 1, ( ,h ( rypi , •.. . ..• • : • .! . , t • ' . . TYPICAL MULLION TO STRUCTURE W000 BUCK TYPE . B .. vOTE: . FOR- MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEET 5. FOR ANCHOR LOCArioNs SEE SHEET 3. - -QUANTIFY- ANCHORS FOR MULL- ra;,-cuilils- WESAME - .AS.4T&E OF At■ICHORS. FROM_ Ckg-,...-Ta-01.: 3 E - & 11 : ) . 1 9:,•:_' . - - 2. - 0E11 TEST REPORT -290Z- 2,903-AND-- _ —2 OR 4 — 0 WITH /12 F.H. s.u STAGGERED ON oPPoStrE SIDES (SD AS' NOT TO INTERFERE Kim EACH OTU(R) /12 S.u.s. ('99/ ALL FASTENERS uLtsT OE OADE Cowin APPROvED. sEE N()1) /1 /12 •.t u s STAGGERED ON OPposrTE ;'DE; (SO as N01 to INTERFERE w r11 (.ctt o THEW ) SEE "0 (1: / 1 / / 1 ? ''''000 5CR: w (199/) ,/,' 1 kw! 15 ,i7„E.,,,,,,,,„ 1:170 ( 000 0,,,:, A,, rAc I E.vi. idUir 9 r (4, ,'" . . APPAIP.1- 0 51:i , /0/E 1/ WOOD OuCK RCUOVED TO CONCRETE P.C. r i LIL)LuO.s.' TYPICAL MULLION ro STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. TYPE - C w000 RUC (TYP) MIN. MIN.— ' rap) , (TYP) ! ri• TAT'CON ( 2 6/) / MN. 1 t;ErTe.: ;:/r0 t.' COr/C.:REr:. 0`? COCK MIN TYPICAL MULLION TO srRucruRE Ti WOOD BUCK ANO CONC. TYPE - 07 MIN.— OR 4 " ....... ■ • • - • • OR 4" /12 s.u.s• STAGGERED ON OPPOSITE SIDES (SO As NOT ro INTERFERE win( EACH 0 n (ER ) SEE No rE LaN. rAPcoN (246/) PENCIR4rION INTO CONCRETE OR 0LOCK IRuC TURE ALL FAS TUNER uuSr OE DADE' COUNTY APPROvE0. SEE NO f( /1 /12 Fit. s.0 s S TACGER ON OPPOSITE stoEs (SO AS NOT ro INTERFERE tielne &ACTT 0 rt (ER ) SEE NO rE 1 )" . • 1, L/Sr 2P 0401: • :70 Tr /I AF'PROvE AS COMPLY [NG 'M )h SOUTH FLORIDA OUILOiNG CODE DA JUN 7 8 2.001 BY // - PRO*4 CT • TROL DIVISION ( BUILOINGOOE-COMPLIANCE OF 9 ACCEPTANCE NO. 00 - 0 Rend - . " . . . . • . .. - . .. - ., , — . • . . - - . .. . - _ . -. . • - - . - - .... - • - . . . . . . r . . - - _ - , , _ _ ... . _ ,.. - - - . - . - . . - • . ......... . . - - ' : -. :77 - : _-_ -' . .,...,.:.7. - 7 .1-'1: :,:e ._. __. _ . - _ . --:-....,,,--, "...-- - — ,-,-- • - ---- . -. — . - . .. ,-- - - -- - . - . . . . . --.-- --- .- — - . - --- . . . _ ..__.• _ , . _ IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ . D FOR YOUR SPECIFIC APPLICATION. CLIP LENGTH CHART FOR 1 x MULL MULL SIZE x 4 x A • A 2 0 1 MAX L, 1 " MULL CLIP TWO (2) ANCHOR LOCATIONS EXTRUSION DWG 1 1099 8 MIN. FROM ENDS ( YP) 4* 14 M AX. 1 8 MIN.--1 1 " MULL CLIP FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG I 1099 4 ,-8 MIN. FROM I END (TYP) 1" MULL CLIP W /TABS REMOVED TWO (2) ANCHOR LOCATIONS EXTRUSION DWG ,f 1099 8 MIN FROM 1 -- END (TYR) 14 _ e __ E ! ) l_. 8 1 " MULL CLIP W /TABS REMOVED FOUR (4) ANCHOR LOCATIONS EXTRUSION OWC / 1099 AP PROVED AS COMPLYING %MTH f1• SOUTH Fl�i f1 cyI cO Q I T E DATE BY PROP ONTROL DIVISION BUILDING CODE COMPLIANCE OFFIC f1E reuCE o0- 0912.0, • - • -.• .',. ...-..... , ...._ „. • - r - r, -9 - '1'--, -, - --" -'"7 -`?",-,-",----•,- ."--:.---:,-,--- ---- -. • . _ - 4 (Ty) • •- ix S1 O. WALL MULL MATI: 6063-16 • • . 7 • • , • - • • ■ • • = kW _ OrP 'tn Pr ------- _ _ 00. - • APPROVED AS COMPLYING WITH I SOU TN FIITRA rim! 1111 8 P 8D u R YA I O T L E j 1( II tifRtit: ACtifAile) . . E - • " " • - — — 61 - 6 6 25 54 • - - 55 52 50 49 49 4 3 57 49 44 41 39 38' 38 60 ---- -- 63 41 35 31 29 27 26 25 2 2 1 _ 35 30 27 24 23 18 66 30 26 23 21 19 18 _ _.. 72 76 23 20 17 15 .... .. - .. 16 20 17 _ ..... _____ - _ - - 78 18 15 - 84 _ 90 _ - - - 96 - - _ - 108 - - . - _._ - - 111 - - _ - - _ _... 144 - _ - - - • z (.9 z _J lx4x.125 4 Anchors NOTES . 1. MAXI 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 144 50 170 170 170 170 170 170 160 141 128 170 145 127 115 142 120 105 95 120 102 90 81 111 88 72 59 41 38 17 • • , - • 60 170 170 170 170 170 94 75 60 50 35 32 83 65 53 43 30 28 70 1 80 170 170 170 170 170 170 170 170 157 143 74 59 47 38 27 24 • 35 24 22 32 22 20 OPENING WIDT_ 90 170 170 170 162 134 119 106 87 74 69 68 63 53 49 43 39 170 _170 170 170 170 170 158 157 19 17 1 9 8 5 7 16 61 49 38 25 20 17 H IN INCHES _.._... . ___ 127 124 122 1 122 122 112 iba • --- i66 16i5 .--.. 106 __ ....._____._. ._._ _ ..____ 100 96 93 92 92 ----__ i ._ _ _ __ 81 77 74 72 71 65 63 1 - 60 _ 46 44 37 35 30 28 20 19 57 55 . _ 53 42 40 33 27 24 18 31 16 • VS/ • 61 49 38 25 20 17 • Width Horizontal Mull Opening Width Vertical Mull Multiple Mulled Units Opening Width Mull Length Mull I Leng(h Mull Length • APPROVED AS COMPLYING Wilt SOU rx Fi 0 E BY PRODC NTROL DIVISION 6 COMPLIANCE OFF ACCEPTAN E NO °° -41)91 • 4 M'DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PCT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AE[J). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (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 A1-{J may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. i 1IAiMII -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 This product is approved as described herein, and has been designed to comply with the I ligh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "HS 710" Aluminum Horizontal Sliding Window - Impact Resistant APPROVAL DOCUMENT: Drawing No.4 I 12, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 4 of 4, prepared, signed sealed by Robert L. Clark, P.E., dated 5/22/02 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with thc manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise notcd 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 thc 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 ddne in its entirety. IN5['ECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and ahall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 99- 0204.03 and, consists of this page I as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02- 0305.02 Expiration Date: May 20, 2007 Approval Date: June 27, 2002 Page 1 GLASS TYPE A OR B DETERMINATION (SEE NOTE 1) WINDOW WIDTH WINDOW HEIGHT 26.000 38.375 44.000 50.625 63.000 26.500 A A A A A 37.000 A A A A A 44.000 A A A A B 53.125 A A B B B 63.000 A B B B B 74.000 A B B B B a t I LARGE MISSILE IMPACT WINDOWS 1 . GI A11N(; LIONS: ALSO SEE TABLE BELOW AND GLAZING DETAIL S SHf. 2. V16" (.350) LAMINATED USING MONSANTO SAFLEX PV6 OR DUPONI w/ BUTACITE INTERLAYER BETWEEN (2) LITES OF A 1/8 ANNEALED GLASS B. 1/8 HEAT STRENGTHENED GLASS CONFIGURATIONS: XO or OX 3. DESIGN PRESSURE RATING: SEE TABLE A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE & GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE & GLASS TABLES ASTM E 1300 -98. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS & PER SHT HEAD & SILL: MAX. 6" FROM CORNERS. MAX. 4" & 8" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 15 SPACING. JAMBS: MAX. 6" FROM CORNERS. MAX. 12 1/2" SPACING. 5. SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED. 6. REFERENCE TEST REPORT: FTL- 1969 74" MAX WIDTH 33 5/8" MAX 33 5/8" MAX DAYLIGHT — DAYLIGHT — 'DPENING OPENING 58 1/4" MAX FIXED LITE DAYLIGHT OPENING 3" MAX HEIGHT 0 8" MAX 1 4" MAX —' ELEVATION X ITEM 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 3. 57" MAX VENT DAYLIGHT OPENING I E 8" MAX — 4" MAX SEE NOTE 4 ON MEETING RAIL ANCHORAGE DESCRIPTION FLANGE FRAME ,LAMB (Alurn. 5063 -T5) 612225 FIXED VEEJING RAIL (Alum. 6063-T8) 612228 SASH MEETING RAIL (Ai r2,. 6063- 612229 SASH SIDE RAIL (Alum. 6053 -T5) 612230 GLAZING BEAD (Alum. 6063 -T5) 6534571 8 WINDLOAD ADAPTER (Alum. 6063 -75) 512236 1 © mids.on of frame sill FLANGE FRAME HEAD (Alum. 6063 -T5) 612237 1 FLANGE FRAME SILL Alum. 6063 -T5 612238 1 FRAME. SILL ADAPTER (Alum. 6063 -T5 SASH TOP /BOT. RAIL (Alum. 6063 -T5) 612240 2 SCREEN RETAINER (Alum. 6063 -75) 6532377 1 5/16" (.350) LAMINATED USING (2) 1/8" ANNEALED GLASS 5/16" (.350) LAMINATED USING (2) 1/8" HEAT STRENGTHENED GLASS ANTI -LIFT CHANNEL (Alum. 6063 -75) 612244 1 (0 midspan of vent) 10 x 1.000 Ph. FI. SMS 710X 1 4 (Windload Adapter screws 6 x 1.000 PH. PAN SMS 76X 1 PPA 2 (for anti -lift channel) WEATHERSTRIP, THIN WALL BULB VINYL 6TP247 8 (1 per Glazing Beod� 8 x .500 PHIL. Fl SMS 7856.4 2 (Sweep Latch screws 4 (when using 2 Sweep Latches) 781 PQA 22 (Frame /Vent ossy. screws) 71096 1 11.5 from ends -vent mtg. rail) ' 2 (if height is >= 42 ") 70250 3 (1 ©midspan /2 1/4" from ends) 70251 3 (1 ©midspon /2 1/4" from ends) 2 (0 ea. end of vent top rail) 7BRWHL2 4 (2 per Roller Housing) 61062W 2 ( ©vent top /bot roils & mtg. roil) 62899 612239 8 x 1.000 PHIL P.H. SWEEP LATCH WEEP HOUSING WEEP FLAP ROLLER HOUSINC BRASS WHEELS WEATHERSTRIP - PILE \FINSEAL SILICON WEATHERSTRIP. PULU VINYL FOF�IGN PRESSUP. RATINri 75 P.S.F +65.7 P.S.F. SMS Robert L. Clark. P.E I'E #39712 St t•tteter - trl — V.T. (f QTY. /LOCATION 6TP749 1 (O vent jamb roil) • VENDOR ALUMAX ALUMAX •ALUM AX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX MINIATURE DIE CASTING MASTER TOOL MASTER TOOL VENDOR r -- AF-1222! - AF- 1 22 AF- AF -12230 AF- 534571 AF -12236 AF 1 2237 AF -1 2238 AF- 1 2239 AF- -12240 AF- 532377 AF- 1 2244 FASTEC MERCHANTS FASTENER TEAM PLASTICS 1TP -2.47 MERCHANTS FASTENER MERCHANTS FASTENER PGT.214.XX 7 -M10 -250 7 -M10 -251 MASTER TOOI 70312 VINYL - TECH /P.G.T. SCHLEGEL CORP. F57826 -187 UOV CORNING 899 TEAM PLASTICS 'TP -249 ruc,ul ('1 I(EVINF :1) as complying ..tat the Florida Buldlug Code ncccpt2,ncc No 0 -0 1 5.02 Elpirndui FtT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Revsd By: F. K. Revsd By: F. K. Drown 8 D.B. Description: Date: 1 1/5/0 1 Date: 1/29/99 Date: 2/16/98 Series /Llodet: HS -710 Revisions: UPDATE FOR RENEWAL Revisions: C- NO CHC THIS SHT OX ELEVATION & B.O.M. (LG. MISSILE) rue: ALUMINUM HORIZONTAL SLIDING WINDOW Scale: NTS Sheet: 1 4 112,031 (We P' Inki DIvis1ao Drawing No. 4112 Rev: C DESIGN =CRESS :J?= .ATIN 75 P.S.F +65.7 P.S F. ■: ;LASS TYPE A OR 8 DETERMINATION (SEE NOTE 1) EWINDOW 1 WIDTH WINDOW HEIGHT 26.000 38.375 44.000 50.625 63.000 I 26.500 A A A A A 37.000 A A A A A f 44.000 A A A A B II 53.125 A A B B B I 63.000 A B B B B IL 74.000 A B B B B 1 LACE MISSILE. IMPACT WINDOWS :N LW; Cti' : ALSO SEE TABLE BELOW AND GLA7ING DETAt. 5 SH � . 2. 't) (.353) LAMINATED USING MONSANTO SAFLEX ? '. , :5 O` Du _ W„/ BUTACITE INTERLAYFR BETWEEN (2) L C` A, 1 /5 ANNEALED GLASS B. 1/8 HEAT STRENGTHENED GLASS .2 CONFIGURATIONS: XO or OX 3. DESIGN PRESSURE RATING: SEE TABLE A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE & GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE & GLASS TABLES ASTM E 1300 -98. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS & PER SHT 3. HEAD & SILL. MAX. 6" FROM CORNERS. MAX. 4" & 8" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 15" SPACING. JAMBS: MAX. 6" FROM CORNERS. MAX. 12 1/2 SPACING. 5. SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED. 6. REFERENCE TEST REPORT: FTL- 1969 58 1/4" MAX FIXED LITE DAYLIGHT OPENING 3" MAX HEIGHT rr —1— 74" MAX 33 5/8" MAX — DAYLIGHT — 'DPENING 0 8" MAX 4,. MAX —� WIDTH 33 5/8" MAX DAYLIGHT — OPENING ELEVATION X ITEM 5 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 # # 57" MAX VENT DAYLIGHT OPENING r8 " MAX `— 4" MAX SEE NOTE 4 ON MEETING RAIL ANCHORAGE 8 x 1.000 PHii . P.H. SMS SWEEP LATCH WEEP HOUSING WEEP FLAP DESCRIPTION V.T. # F.ANGi. r?AME ,;AMi3 (Alum. 6063 -15 FIXED :.'FETING FAIL (Alum. 6063 —T51_ SASH MEE R.AiL (A1„m. 6063- SASH SIDE RAIL (Alum. 6063 -75) GLAZING BEAD (Alum. 6063 -T5) WINDLOAD ADAPTER (Alum. 6063 - T5) FLANGE F_RAME HEAD (Alurn. 6063 - T5) FLANGE FRAME SILL (Alum. 6063 -T5 FRAME SILL ADAPTER (Alum. 6063-1 6534571 8 512236 1 (© midspon of frame sill) 612237 612238 612239 612240 6532377 1 2 1 SASH TOP /BOT. RAIL Alum. 6063 -T5 SCREEN RETAINER (Alum. 6063 -T5 5/16" (.350) LAMINATED USING (2) 1/8" ANNEALED GLASS 5/16" (.350) LAMINATED USING (2) 1/8 HEAT ANTI -LIFT CHANNE._ (Alum. 6063 -15) 612244 10 x 1.000 Ph. EL SMS '710X1 6 x 1.000 PH. PAN SMS WEATHERSTRIP, TH:N WALL BULB VIN' #8 x .530 PHIL. Fl 5125 ROLLER HOUSINC BRASS 1' /HEELS WEATHERSTRIP - PILE \FINSEAL SILICON WEATHERSTRIP, PULd VINYL Robert L. Clark. P.E PE h39712 St rite t N rtrl 6;2225 2 612228 1 612229 1 612230 11 76X1PPA 6TP247 7856A 781PQA 71096 70250 70251 QTY. /LOCATION STRENGTHENED GLASS 1 (© midspon of vent) 4 (Windlood Adapter screws 2 (for anti -lift channel) 8 (1 per Glazing Beod 2 (Sweep Latch screws) 4 (when using 2 Sweep Latches) '2 1 (11.5" from ends - vent mtg. rail) if height is >= 42 ") 3 (1 ©midspon /2 1/4" from ends) 3 (1 ©midspon /2 1/4' from ends) 11) 2 (© eo. end of vent top ro 7BRWHL2 4 (2 per Roller Housing) 61062W 2 ( ©vent top /bot roils & mtg. roil) 62899 6TP749 1 (© vent jamb rail) !ALUM.' A'< L VAX AL'L' ALU`.VAX ALLI VA'{ ALUMAX ALU VAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX FASTEC 22 (Frame /Vent ossy. screws) VENDOR VENDOR # MERCHANTS FASTENER TEAM PLASTICS TP -247 MERCHANTS FASTENER MERCHANTS FASTENER MINIATURE DIE CASTING MASTER TOOL AF- 1222`. AF -122. - 't AF- 1 2.:29__ AF-12230 AF -53457 1 AF -12236 AF -12237 AF- 12238 AF- 12239 AF- -12240 AF- 532377 AF- 1 2244 PGT.2 1 4.XX 7—M10-250 MASTER TOOL 7 —M10 -251 MASTER T00 70312 VINYL —TECH/P.G.T. — j `,CHLEGEL CORP. FS7826 -187 UOW CORNING 899 TE`.!.! ?LASTICS TP -249 I1<tiut ct I(EVISFu to complyin ■■t113 the Florid, OOuldlug Code ncechmocc no_ OZ - 0 3 0502 FAT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Re.'sd By: F. K. Revsd By: F.K. Drown By: D.B. Description: Dote: 11/5/01 Dote: 1/29/99 Dote: 2/16/98 OX ELEVATION & B.O.M. (LG. MISSILE) Title: ALUMINUM HORIZONTAL SLIDING WINDOW Series /Uodel: HS-710 Revisions: UPDATE FOR RENEWAL Revisions: C -NO CHC THIS SHI Scale: NTS Sheet: 1 or 4 1lnml Drde Prude octets! Division Growing No. 4112 Rev: I C EXTERIOR MAX. HEIGHT ROUGH OPENING MAX. FIXED LITE DAYLIGHT OPENING ROUGH OPENING 2.710 VERTICAL SECTION 2.094 .500 MAX. VENT DAYLIGHT OPENING ROUGH OPENING 2.784 Robert L. Clark P.E. - - _ PE #39712 err tura1 (19 1/8" ANNEALED CLASS --1 -- MAX. DAYLIGHT OPENING .090 INTERLAYER (MONSANTO SAFLEX OR DUPONT W /BUTACITE) 1/8" ANNEALED GLASS — MAX. WIDTH 1/2" GLASS BITE { 2.643 --- HORIZONTAL SECTION EXTERIOR MAX. DAYLIGHT OPENING 1/8" HEAT STRENGTHENED GLASS .090 INTERLAYER (MONSANTO SAFLEX OR DUPONT W /BUTACITE) GLAZING DETAILS: 5/16" (.350) LAMINATED GLASS INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. $OX 1529" NOKOMIS. FL 34274 - 1/8" HEAT STRENGTHENED GLASS Revsd By: Date: F.K. 1 1 /5/01 Revsd Date: 5/22/02 Drown By: Date: D. B. 2/16/98 Series /Model: - Scale: HS -710 NTS .705 Revisions: ADD GLASS DETAIL Revisions: C —NO CHG THIS SHT Sheet: 2 of 4 1-- .500 r 2.784 1/2" GLASS BITE L Description: SECTIONS- & - GLAZING DETAIL ROUGH OPENING PRODUCT REVISED m cum plying with the Flortdi Ouldlog Code Acceptance No 0 -0 Expiration Dat lam Divbioa Drawing No. 4112 fact C trd 02 } Title: ALUMINUM HORIZONTAL SLIDING WINDOW Rev: C APPROVED WOOD BUCK a • 1 3/16" OR 1/4 TAPCON W/ #12 HD (SEE' NOTE 1) TYPICAL HEAD SECTION SUBSTRATE ANCHORING 3/15' OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) 1/4 MAX.] SHIM TYPICAL SILL SECTION SUBSTRATE ANCHORING 1/4" MAX. r SHIM • 1 1/4" MIN. 1/4" MIN. APPROVED 2x WOOD BUCK 4 TYPICAL HEAD SECTION WOOD ANCHORING #10 WOOD SCREW TYPICAL SILL SECTION WOOD ANCHORING APPROVED 2x WOOD BUCK 1 1/4" MIN. 1/4" MAX. J SHIM #10 WOOD SCREW n, 1/4" MAX. r SHIM 1 1/4" MIN. 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) NOTES: 1. USE ONLY MIAMI —DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. REFERENCE TEST REPORT: FTL -1969 Z Z. erZ Roben L. Clark, P.E. PE #39712 Slntcturll APPROVED WOOD BUCK TYPICAL JAMB SECTION SUBSTRATE ANCHORING INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 'NOKOMIS. FL 34274 1 1/4" MIN. 1/4" MAX. SHIM - Revsd By: F. K. Revsd B : F. K. Orown By: D.B. Description: Title: Series /Model: HS -710 #10 WOOD SCREW Dote: 11/5/01 Date• 5/22/02 Dote: 2/ ANCHORAGE APPROVED 2x WOOD BUCK TYPICAL JAMB SECTION WOOD ANCHORING Revisions: UPDATED Revisions: FIX TAPCON DESIG. 1 REVISED as cotuplying with the Markle Quitting Code Acceptance No Esplratlun Dale 1 1/4" MIN. tttml Dude Product Division ALUMINUM HORIZONTAL SLIDING WINDOW Sco!ec= Sheet: - - Drawing No. Rev: NTS 3 of 4 4112 C tr 2.784 O FLANGE FRAME JAMB 6063 —T5 ALUM �-- . 737 ® 5/16" GLAZING BEAD 1.187 2.074 .062 f— — .705 ® FRAME SILL ADAPTER 6063 —T5 ALUM. REFERENCE TEST REPORT: FTL-1969 1.187 .062 4- 1.403 20 FIXED MEETING RAIL 6063 —T5 ALUM. .062 .723 .688 ® WIND LOAD ADAPTER 6063 —T5 ALUM. 1 .349 10 SASH TOP & BOTTOM RAIL 6063 —T5 ALUM. 1 .373 4 l 2.710 ---i 4 ® FLANGE FRAME HEAD 6063 -15 ALUM. Roben L. Clark, PE. PE #39712 Stuictural O SASH MEETING RAIL 6063 —T5 ALUM. .062 1 • 1..273 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Revsd By: Dote: F.K 11/5/01 Revsd By: Date: F.K. 5/22/02 Oran By: Dote: F.K 11/2/01 EXTRUSION PROFILES rue: Series/Model: HS -710 1 .9 70 ® SASH SIDE RAIL 6063 —T5 ALUM. 1.122 1---1 H 2.710 O FLANGE FRAME SILL 6063 —T5 ALUM. ALUMINUM HORIZONTAL SLIDING WINDOW Scale: NTS .062 --I I-- Sheet: 4 of 4 Revsions: AOf?FO sHr Revisions: C —NO CHC THIS SHT 2.094 PRODUCT REVISED u Ouldlag co "PIYldg Cod "lib the Flo44 e Acceptanc No Etpirutig D 0 � `ter Mlatnl Dade Product Coo teol 1)ivisiuu Growing No. 4112 • Rev: C n THOMAS M KNIGHT 910 NE 91ST TER MIAMI SHORES, FL 33138 '041 11/27l2002 Parcel # 1132060000020 Merrill Lynch BANK ONE, COLUMBUS, NA BANKcONE. Columbus. Ohb43ZN AlImffc2inlC MOWS MARTIN Owner: KNIGHT JOB ADDRESS: 910 NE 91 Contractor ARCO CONSTRUCTION Local Phone: 305 - 892 -6507 Permit Status: Approved Permit Expiration: Work: REPLACE EXISTING WINDOWS Bui1ding Permit Permit Number: BP2002 -2046 Legal Description: 6 53 42 .33 AC W94FT OF S165FT OF S1/2 OF SE1 /4 OF NE1 /4 OF SE1 /4 LESS Fees: Description Amount FEE2002 -6763 Building Fee $160.00 FEE2002 -6764 Notary Fee $5.00 Total Fees: $165.00 4/ . Total Fees: $165.00 Total Receipts: $0.00 5/25/2003 KNIGHT THOMAS MARTIN TERR If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. ORDER OF /1PAY TO THE 6 �c � C 1 `F' /C T J � •) ice: .xf `( �� /( f _ ( A ■J e �C -z e �' (\ 4 X T 74 " e L/\.. V O 'C O U DOLLARS II J �., url Contractor's Address: 1665 NE 137 TERR Construction Value: $10,000.00 Page 1 of 1 the equipment or device described in the application herefor in strict compliance with all with any plans, drawings, statements or specifications that may have been submitted to C /MCash Management Account' s not done in compliance with such ordinances or if the plans are changed without ctor or builder named above assumes the responsibility for a thorough knowledge of the DATE O 04- igs or in the statements or specifications and that he assumes responsibility for work done 25- 80/440 compliance with all ordinances and regulations pertaining thereto and in strict conformity :s Village. In accepting this permit I assume responisibility for all work done by either BY: BY: 16: 6 r JUL 09, 2001 ID: PGT INDUSTRIES • MIA MIOADE , A — PRODUCT CONTROL NO -TICS OF ACCEPTANCE 1'CI' Industries 1070 Technology Drive Nokomis ,FL 34275 The expense of such testing will be incurred by the manufacturer. APPROVED: 06/28/2001 TEL NO (941) 480 -1900 #95998 PAGE 9/17 NIIAi \11 -DA DF: COUNli FLORIDA Mti l -DADE FLAG/ -: (3(11/JUNG BUILDING COIF; GOMI'I.1:\NCE OI f ICF: NIFT10-1).A1)1'. 1'1.: \(il.l :lt Il1(l(.l)IIN(i 11)) WEST Fl., \(;I.(:R STRF.la. S(Ifl l: 161)3 NtL \\tl. FH.OItII) \ 33130-150 1 13(15) 375 -20(1) I': \.\ (30) 375 -2') ('ON'rI(.\( LICENSING SECI IoN ((05) 115.2527 ( \X (305) 375 -255s CONTRACTOR }.Nl oI(('I \II :NT 111VISION (305) 375 - 266 I':1X (105)375-2 7 11(01)1 '(°1' ('O\ I'ItO1. 111 \'1'1(IN (305) 375.2992 1',\.\ (305) 3724(139 Your application for Notice of Acceptance (NOA) of: l "x Elcavy Wall - Aluminum Tube Clipped I�lullion under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate '.latcrials and Types of Construction, and completely described herein, has been recommended for acceptance by litc t \-lii1r7)i D.r(!c County Building Codc Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, 13CCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Codc. ACCEPTANCE. NO.: 01- 0323.02 EXPIRES: 06/28/2006 Rani Rodriguez Chief Product Control Division TIIIS IS THE COVERSIIF.ET, SEF. ADDITIONAL PACES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIE \V COMMITTEE This application for Product Approval has been reviewed by the 13CCO and approved by the Building Codc and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana. R.A. Director Miami -Dade County Building Code Compliance Office \ \s04 50001 \pc20001 \(cmpl.tes \notice Iccepunce co' cr page dot Internet mail address: 1)ostnlastcr t)uil(liugcuciconlirlc.cont i ) Iiomcpigc:littp://wis w.hitildirtgcmiconlinc.com 16:46 JUL 09, 2001 ID: PGT INDUSTRIES TEL NO: (941) 480 -1900 #95998 PAGE: 10/17 PGT Industries ACCEPTANCE No.: 01- 0323.02 A1'l'ROVEi) EXPIRES NOTICE Or ACCEPTANCE: SPECIFIC CONDITIONS JUN 2 8 2O.Qt JUN 1 8JQQ6 1. SCOPE 1.1 This approves a clipped mullion system, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design i'ressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIP'T'ION 2.1 The 1 "x 1[eavy Wall - Aluminum Tube Clipped Mullion and its components shall be constructed in strict compliance with the following documents: Drawing No 6621, Sheets I through 6 of 6, titled "1" Heavy Wall Mullion Arrangement Detail ", prepared by manufacturer, dated 4/28/00, signed and scaled by Robert L. Clark, P.f:., bearing the ivliami -Dade County Product Control approval stamp; with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to clipped structural millions to be installed vertically or horizontally, as shown in the approved drawings. 3.2 For Design Pressure Rating vs. Mullion Length and Opening Width, for either lx2x.375 (2 anchors) mullion, 1 x2.75x. (3/4 anchors) mullion, 1 x2.75x.650 (3/4 anchors) mullion or I x4x.375 (4/6 anchors) mullion, sec corresponding table in approved drawings. 3.3 Window sizes and design pressures arc to be limited only to those appearing on charts referenced above and also listed in the individual window's Notice of Acceptance. 4. INSTALLATION 4.1 The clipped mullion system and its Components shall be installed in strict compliance with the approved drawings. 4.2 This mullion can bc installed as part of an impact resistant unit. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERT TIT REQUIIU: LENTS 6.1 Application for building permit shall bc accompanied by copies of the following: 6.1.1 This Notice of Acceptance, with mullion option indicated. 6.1.2 The Notice of Acceptance of each door and /or fixed lite attached to mullion. 6.1.3 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.4 Any other documents required by the Building Official or the South Florida I3uilding Codc (SFBC) in order to properly evaluate the installation of this system. 2 Maim Prod Perez., P.L. Product C ntrol Division Examiner 1P :47 JUL 09, 2001 ID: PGT INDUSTRIES PG]' Industries 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. ENI) OF '11IIS ACCEPT NCE TEL NO: (941) 480 -1900 #95998 PAGE: 11/17 3 ACCEPTANCE No.: 01- 0323.02 APPROVES) JUN 2 8 2001 EXPIRES JUN 2 8 2006 NOTICE OF ACCEP "1'ANCi ?: STANDARD CONDITIONS I. Renewal of this Acccptancc (approval) shall bc considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: " fvtianti -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acccptancc. 3. Renewals of Acccptancc will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. if the Acccptancc holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in thc materials, use, and /or manufacture of thc product or process shall automatically be cause for termination nrthis ACCCrtm cc, unless prior ‘vrittcn approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. S. Any of the following shall also bc grounds for removal of this Acccptancc: a. Unsatisfactory performance of this product or process. b_ fv1isusc of this Acccptancc as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Noticc of Acccptancc is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal thc copies. 8. Failure to comply with any section of this Acccptancc shall be cause for termination and removal of' Acccptancc. Manuel /{'cr -., P. E., Product Con Produc!- e6ntrol Division .:xainincr - TA MFDAOt •....... rY, FLORIDA METRO -DADE FLAGLCR (3U(LDINC OUILOINC CODE COMPLIANCE OFFICE. METRO-DADE FLAGLER BUILDING 140 tvcSr FLAGLCtt STREET. SUITE IG03 MIAMI. FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 175.79os Co,NTaA(. -ro,c 1.1C:Ns -- SEC! Io.N (705) )75 -2527 IAN (305) 3 75 -?55x CON1 ■ CUM( ENFOuCEnlFrvrn1vtsuox (305) 375-2966 FAX (305) 375.2.)06 I'a0K1Ci• CON'raol. nt ■')Sto.v / Your application for Notice of Acceptance (NOA) of: ( 37S -2902 FAX (305) 372.63 ) / t x Std. Wall - Aluminum Tube Clipped Mullions (, under Chapter of the Code of Miami -Dade County governing the use of Alternate Materials and Types or \Constructio , and completely described herein, has been recommended for acceptance by the Miami - Dade Ge uilding Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. f f this product or material fails to perform in the approved manner, BCC may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is: determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. 4 4 PRODUCT CONTROL NOTICE OF ACCEPTANCE? PCT Industries 1070 Technology Drive Nokomis ,FL 34275 i he expense of such testing will be incurred. by the rn nutacturcr. ACCEPTANCE NO.: 00- 0912.05 EXPIRES: 06/2.8/2006 Raul Rodriguez Chief Product Control Division THIS ES TIIE COVERSN SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMIv(ITTEE I his application for Product Approval has been reviewed by the BCCO and approved by the Building code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set Forth above. APPROVED: 06/28 /2001 Francisco 1. Quintana, R.A Director Miami -Dade County Building Code Compliance Office L2 S. 5.1 1. 1.1 ()GT Industries NOTICE OF ACCEPTANCE: ACCEPTANCE No.: APPROVED EXPIRES SPECIFIC CONDITIONS 00 09 t 2.05 JUN 2 8 2001 = 8 2006 SCOPE This approves a clipped mullion system, as described in Section 2 of this Notice of Accep(ane designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Da. County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, not exceed the Design Pressure Rating values indicated in the approved drawings. 2: PRODUCT DESCRIPTION 2.1 The 1"x Standard Wall - Aluminum Tube Clipped constructed in strict compliance with the following d cuments: awi n No 1 6620, S eets throat 5 of 5, titled "1" Std. Wall Mullion Arrangement Detail ", prepared by manufacturer, dated 4/28/01 signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Contra approval stamp; with the Notice of Acceptance number and approval date by the Miami -Dac County Product Control Division. These documents shall hereinafter be referred to as the approve drawings. 3. LIMITATIONS 3 1 i'lris approval applies to clipped structural mullions to bc installed vertically or horizontally„( shown in the approved drawings. 3.2 For Design Pressure Rating vs. Mullion Length and Opening Width, for either Ix2x.125 (2 anchors mullion or I x4x. 125 (4 anchors) mullion, see corresponding table in approved drawings. 3.3 Window sizes and design pressures arc to bc limited only to those appearing on charts reference( above and also listed in the individual window's Notice of Acceptance. 4. INSTALLATION 4.1 The clipped mullion system and its components shall bc installed in strict compliance with the approved drawings. This mullion can bc installed as part of an impact resistant unit. LABELING Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance, with mullion option indicated. 6.1.2 The Notice of Acceptance of each door and /or fixed litc attached to mullion. 6.13 Duplicate- copies of the approved drawings, as identified in Section 2 of this Notice - of Acceptance, clearly marked to show the components selected for the proposectinstall_lii_on'. Any. other -- documents-rcquired by thc Official or the SottIll Flori l3uiIdittg - Code (SF130 to Qcder to propert40(uatc the tnsla . rt_of t his sys chi CONTRACTOR Name j e i -r c ,k'&i .. ( "be c . 0 /nn co Co .....z4 jv iG 1 .6, 0 4_ / 4- N iz¢ •2, . License No. Fax Address /`, . p K 7 < Repair Telephone Fax Alteration Interior Qualifier Name Demolish PROPERTY OWNER Name j e i -r c ,k'&i .. ( Address c7 v o /t/., - / ( r te° . A L(a` e zcu ' .1 440 "•€ 1" ( - 7 —) C? e Home Telephone Co 0 7 3 ep. 7 6 - , Business Telephonec_3 U j ) ti G C S 0L9 Y Fax TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'I Detachment Other Page 4 OFFICE USE ONLY CHECKLIST Cl OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review Notary ❑ PROOF OF OWNERSHIP (Attach) 0 HRS / DERM APPROVAL (Septic / Sewer) Cl IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES i a SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE 4 coo d 4- (X .ft. = x/1000 (¢.005 /sq.ft.) (¢.01 /sq.ft.) PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL $ _S; V ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com INSTRUCTIONS - The following steps must he taken to obtain a permit from the ]\liami Shores Village: Step 1. Job Address: Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. Step 2. Submit the completed auplication with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. A PPLICA'T'ION Folio Number Lot Block Subdivision PB PG Zoning Current Use of Property Square Feet Proposed Use of Property Value of Work Tenant Information Tax Assessed/Ap. aised Value Flood Zone Base Floor Elev. PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other 7 /0 N ,e ?/`` r Address PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax a • Apt. City escription of Work Master Permit No. Subsidiary Permit No. State 'Witt esicaVr....7 5 PERMIT APPLICATION 1 ? Zip w K (Sow $ Linear Feet Units K, Floors cldg Value ENGINEER Name License No. Address Telephone Fax ELECTRICAL TV'PP: Minimum Fee QTY. TYPE Dryer QTY. TyI'l: Outlet, Appliance QTV. TvII: Service Repair Q'fV'. A/C Central 1 -3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain QTY. TV Generator QTV TV'I'E Refrigeration, Tons Q A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TYPE. Soakage Pit QT\'. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 2 IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6 :00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50%) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, P' Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLORIDA, COUNTY OF MIAMI -DADE STATE OF FLORIDA, COUNTY OF MIAMI -DADE Signature of Owner GLpoua-t S SEAL: V Print Name Sworn to and subscribed before me this blic - Sta of Angela Becker A I My Commission DD150048 of Expires November 15, 2008 4 r Personally known OR, Produced Identification Signature of Contractor / Qualifier PERMIT APPLICATION Print Name Sworn to and subscribed before me this day of Signature of Notary Public - State of Florida SEAL: Personally known OR, Produced Identification Type of Identification Produced: Type of Identification Produced: Page 3 PERMIT APPLIC. INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: ELECTRICAL 'rvi,1,; Minimum Fee QTY. . i; Dryer QTY. V . Outlet, Appliance Q . I . V . . rvi , I.: Service Repair Q . I . V . A/C Central 1 -3 Ton Dryer Vents, Number of Fan Ventilation, Cost Outlet, Wall Ductwork, Cost of Service, Temporary Periodic Inspections A/C Central 4 -7 Ton Fire Sprinkler System Fire Pump Outlet, Switch Fireplaces, Number of Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New 1NIECHANICAL TYPI; Q Minimum Fee .1.V.pE QTy. Condensate Drain TV PI Generator QTY " Q . I . V . Refrigeration, Tons A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost AJC Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel PLUMBING TVPE A/C Condensate Q'1'V. TVPI Drains, Roof (ITV•. "I'V' Miscellaneous Fixture QTY. TYPE Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 2 PERMIT APPLICATION INIPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLORIDA, COUNTY OF MIAMI-DADE Signature of Owner Gc 0 a.t Print Name Sworn to and subscribed before me this i Side of Nota �' blic - Sta Angela Becker SEAL: + . : My Commiulon DD150048 `► of Expires November 15, 2008 4 Personally known OR, Produced Identification STATE OF FLORIDA, COUNTY OF MIAMI -DADE Signature of Contractor / Qualifier V ' Print Name Sworn to and subscribed before me this day of Signature of Notary Public - State of Florida SEAL: Personally known OR, Produced Identification Type of Identification Produced: Type of Identification Produced: Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: CONTRACTOR Name lea) CO �J%dcrc A /j19.14' ',Fe`At License No. Address //'' — 0 K I' ' -e Telephone Fax Qualifier Name PROPERTY OWNER New Construction Name r c ` r e ca--C � K .., 6 (.s. Enclosure Address ,1r`cccu• , 6o u€4 , t" 7 — 3 c d' Home Telephone c^? O c\ 7 - 7 .4'6 - 3 Repair Business Telephonec_3 0 j ) q 6 - - S 0 Y Alteration Interior Fax Demolish TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'1 Detachment Other Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review Notary $ ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE ( x .60 1000 ) $ (¢.005 /sq.ft.) $ (¢.01 /sq.ft.) $ -= C7 7) ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT APPLICATION REVIEWED AND PREPARED BY: TOTAL $ J ■ U ISSUING OFFICIAL DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other 7/0 N .6 7/4'r —e Address Apt. Folio Number Lot Block Subdivision PB Current Use of Property Proposed Use of Property Tenant Information PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax G C o e I c -c o f City escription of Work PG Zoning Square Feet > Value of Work Master Permit No. Subsidiary Permit No. State lee ce e'r .i r" 5 PERMIT APPLICATION "") / Zip w C CSOC -cam S Linear Feet Units 9. Floors ldg Value Tax Assessed/Ap. aised Value Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax ANCHORS: TYPE. •. 8 ', "C OR "0" 90TH ENOS \ CLAZI•NC PRODUCT GLAZING PRODUCT WI F- w JYP. MULLION w = Wr +w2 ("2.) WINDOWS MULLED TOCET 'ER FOR DETERMINING MAX ALLOWABLE O SIGN PRESSURE SEE TABLES ON PAGE 5 & 5 MAX OPENING = W OR '1/i I- W2 MULL LENGTH = H ANCHORS: TYPE. "3", C" OF? "0" BOTH ENOS� OP, NOTES; 1. OR ANCHORAGE !YT't. QUANTITY AND LOCATION RF`ER TO SHEETS 2, 3, .5 AND 6 CL.AZwC PRODUCT TYP. MULLION GLAZING PRODUCT 2. WINDOWS MAY BE MULLED TO A MAX. OF 5 UNITS .3. MULLIONS ARE APPROVED FOR IMPACT AND NON— IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 1 HI H — Hi 4-H2 (1 ) 'WINDOW MULLED W A QO' /E DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON :AGE 5 & 6 MAX OPENING — H OR H1+112 MULL LENGTH = W ANCIrORS. r1?E. *8°, "C" OR 0" '30TH ENDS h• w GLAZING PRODUCT TYP. MUL L /ON GLAZING PRODUCT M2 GLAZING PRODUCT W1-1-W2 w W W 1 +W2 H - HI +H2 (2) WINDOWS MULLED �� N r ABOVE 1 3LT R1.4ININC MAX ALLOWABLE DE-S/CN PRESSURE S SURE SEc TABLES S C,VPAGLE &6 M1) ".!AX OPENING = 11 OR H 1 +H2 / MULL IE. GTH = rr OR 1 :4 2 r MAX Jrr.WIN(G r V R Yr 1 i W2 L E CT LI — H1 INDUSTRIES Robert L. Clar P.E. P.E. #39712 Structural H2 Rtrid er ANCHORS rwE ANCHORS: TYPE. "8 "C' 01? "D" 80TH ENDS Dote: Orp.tf Br P. J.P. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 N'OKGMIS, FL 34274 I r Chid 8r rcte: 4/28/00 Series /Xodo: MULLS Dete: iYP. MULLION N GL 4.ZLN'G PRODUCT Revi sion e.• w CLAZ:NG PROCUC GLAZING PRODUCT k4 GLAZING PRODUCT W 1 —I W2 r --- -W.3 w W - W 1 +W2 +W3 H = HIrH2 , {UL T lPL c WINDOWS MUL' r H2 HI V /ONE ABOVE FOR DETERMINING MAX ALLOWABLE D= SIGN PRESSURE SF'E TABLES ON P4GIT 5 & 6 1/3) MAX OPENING = H Or'? HI +H2 '/ MULL L L ^1 J f H = W 0,R WI + W2 ? - i'Y .3 I.4 MAX '3[ '�'rl +V/2 OR W2 .L W3 Sccte: S APP.CVED t, ccr;• :G Y 11 TUE JUN SDU''t ` �q A U•LGNG CODE rfr (W PROD' CT IRO; DIVINON ELAt.D.." CODE COMPLIANCE OFFICE ACCEPTANCE NO 0 " 63 .OZ f ';4 " HEAVY WALL MULLION ARRANGEMENT IL nea,: rrv,.irq 4 P.C.T. 1 r ui/LVON MULLION CLIP CUT FLANGES OFF OF HULL CUP TO FORM A • U • -CI M'NEL AND ;NSrALL AS SNOwN P.c.r I. MULL7ON --\ FOR 1" MULL i "--1 • I 1 • MULL = r^r1 P.c. MULLION TYPICAL MULLION 10 MULLION INSTALLATION TYPE "A ". OR 4" O IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY FOR CORRECT QUANTITY OF ANCHORS - PLEASE -REFER - - CHARTS AND -- FIND. - THE - CORRECT MULL SIZE AND PRESSURE REO'D FOR YOUR SPECIFIC APPLICATION. TYPICAL MULLION TO STRUCTURE WITH W ) _ LICK TYPE - Er NOTE r . FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEETS 5 & 6. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL -TO -CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP -TO- OPENING. 2. REFERENCE TEST REPORT FTL -2902. 2903 AND 2975 /72 F.H. S.U.S. STAGGERED ON OPPOSITE SIDES (SO AS NOT To INTERFERE WITH EACII OTHER) �- /12 S.M.S. (199/) ALL FASTENERS MUST BE DADE COUNTY APPROVED. SEE NOTE /I OR 4'—{ /12 F.H. S.M.S- STAGGERED ON OPPOSITE S.'OES (SO AS Nor To INTERFERE AIM EACH OTHER) SEE NOTE /1 /12 K'OOD SCREW (799/) Mu1, 1+2 PENETRWION INTO WOOD DUCK. ALL FASTENERS MUST 8E DADE COUM`' APPROVED. SEE NOTE /1 P.C.T. Ir MULLION -71 /// Robert L Clark, P.E. P.E. #39712 St rt nci ual.- WOOD AUCK REMOVED TO CONCRETE --1 P.C.!. 1 r MUL UDN -\ 1 C it wooD RUCK TYPICAL MULLION TO STRUCTURE WITH WOOQ BUCK REMOVED FROM CONC. TYPE "C", INDUSTRIES 1076 TECHNOLOGY DRIVE P.O. pQX 1329 NOKOMIS. FL 34273 NOKOMIS, It 34274 /12 P.H. S.M.S. STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH E • EACH OTHER) 2 (TYP) t ' f: + SCE NOTE / y t �y (rr� / 1 � -- - :•) f MIN. II TAPCON (246/) ` MIN. 13 PENETRATION INTO 1i MITI. ` ' . . , CONCRETE OR BLOCK • • SI RUC: TUFO_ ALL FASTENERS MUST BE DADE COUNTY APPROV O. SEE NOTE /1 2 MIN. — OR 4"--1 I - 2-6 ('Yr , � (TYP 1 MIN. . MIN. TYPICAL MULLION TO STRUCTURE WITH woOD au..K ANC' cONC. TYPE "0 Revsd 91- Daft Drown or P.J.P. Gid By: Octr: at. /28/00 SMrr /uo Iet: MULLS Revisions: Sccia: 1x OR 4 Snort: 2076 Naw;n9 No, 6621 /12 F.N. S.M.S. STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE /1 r' MIN. I}' TAPCON (245/) MIN. I; PENETRATION INTO f CONCRETE OR BLOCK STRUCTURE. ALL FASTENERS MUST BE DADE COUNTY •.APPROVED. SEE NoTE It ApPROVEt1 AZ; COUP LYING WITH THE 11{ ` 1 t BY PRO:) C 4'1ROL DIVISION OVI.D• „CODE. COLtP IAHCE OFFICE ACCEPTA/ICl no OJ-o3Z3.4 Puy: lD w 03 Orcaiptior: -r 1 " HEAVY WALL MULLION & CLIP INSTALLATION DETAIL 1> ri W ;MPORTAN_ CuANT'TY OF ANCHf,RS SHOWN ARE FOR A PICTORIAL Rf SSNTA TON ONL Y. FOR CORRECT QUANTITY OF ANCHORS Pt. FASF .9E,= TO C -iARTE •; v(.. .!ND T, E CORRECT MULL SIZE AND . RESSURE SPL CIF A/-"PL iCAT iON. Ci Ire !.CNGTH CHA.1T FGR 1 x MULL MULL S12E 1 x 2 r j 1 x 2 x 1 x 23 x 1 x 4 x A 4 4 NOTE. 1. REFERENCE 1 M.a.X f IA I MUL rl JP TWO (2'; ANCHOR LCC4TIO;S FxT (i 'C)H UNG / '099 MIN ENDS FROM (TYP) ( 8 J 1 MULL CLIP 'A rASS F?EVM'.' 0 TWO (2) ANCHOR LOCATIONS C XTRU3lON DWC / 1 09; MIN. FROM ENOS • (%YP) 1Q MAX. i MAX. MU! ! Ci IR 1 ,. MULL CUP T.4'RE (3) ANCHOR LOCATIONS FDUR (4) ANCHOR LOCAPO1V5 EXTRUS•'ON 11M; / '099 MIN. FROM ENDS (TYP) 1 1 1 MULL CLIP w ASS PEMOVED THREE (3) ANCHOR LOCATIONS EXTRUSION OwC / 1099 TEST REPORT FTL - 2902, 290.3 AND 2975 72/Z- MIN. FROM ENDS (TYP) — M 4X M 1N. J , 'A ' MIN. FROM ENDS (TYP) t- '._..A 11_L._ WA - AU S . _ 1+d0VFD FOUR (4) ANCHOR LOCATIONS' (Xr 0WC / 1099 T INDUSTRIES 1070 TECHN0C0Cr OWE NOK0Ai1S. 1-1 347/5 EX1NUS1014 0 W / 1099 R..xd ?y. orc.n By: Do script;on: ANCHOR LOCATIONS rt r Oo(e P.J. P. Chid 0y: ]Oa(e: Dote: 5/21/07 " MULLION CLIP 2 P.O. BOX 1529 NOK0141S. R 34174 MULLS 1 EE; • 8 MIN. •n 1 MU' L CLIP 5F (6) ,ANA; O P COCA TONS EKTRJS;OrI 04'C / '099 Senes/Nodel: Scale: 1S:heel. 3 o16 —I 3 . MIN FROM o — ENDS ( jy c ) 5 ,V11A FROM ENDS (' YP) • 8 'A' 1 MIN L CLIP W /T46$ REMOVED SIX (6) .ANCHOR LOCATIONS' EATRJ ,3N OwC /I;1 Q4E A.; COu PLYING 'r.1TM THE SOU i•i T`IUOtjA CU 0 ' Lea 1wOr :; CON 7 ROz. OMSION ( ;,'I1 I S CODE COI.sPuM1CC OFFICE Itev,s,ons Arc1:11•r:u`4CrNO p1- 0ZzS•ne Gro.,nq No. 6`2 —1 m 2 0 l0 A • 2 NOTE: 3 8 i 7 1a 1 1. REFERENCE TEST REPORT F71. -2902, 2903 AND 2975 8 MAT'L: 6063 -T6 21 32 7 1 76 1 x f IEAVY WALL MULLS 1 1 IN STRIES Robert L Clark, P.F7 070 TECHVOLOCY CRNE" P.o. Box 1529 P.E. 039712 NoxoAns. Ft 34275 POKOIIS. Ft 3427' Structural S.neViloCet MU( LS 4 Scok: 1x LLION PROFILES Sheet: 4 016 APPROVED AS COAlPUING WITH THE SOUT4 ROP.ICA 001-CMG COOS n. N ; 1! BY PRO T ' . iTROL DP/1510N Bur.DING CODE CO4PLIANCE OFFICE ACCEPrANCE1No. pl- D zT. Renki By: Dote: Drown By: P.J.P. Chkd By: Date: Dofe: 5/22/00 1 " HEAVY WALL M Revisions: Drow■n9 No. 6621 Rev: H 1', w U LO tD CO 1 7 7 36; cn lx2x.375 2 Anchors OPENING WIDTH IN INCHES OPENING WIDTH IN INCHES 60 50 60 70 80 90 100 110 ( 120 130 160_ z z 0 Z J J 2 MULL LENGTH IN INCHES �-� 42 170170 155 i 142 134 130 130 130 130 130 130 130 99 48 1701170 129 ; 116 107 102 100 99 99 99 99 50.625+ 134 115 ; 94 ' 100 91 85 82 [ 80 80 80 80 60 54, 31 73 68 1 64 63 62 62 62 62 601 76 ; 75 63 1 63 67 58 58 51 47 44 42 41 41 41 41 631 49 44 40 37 35 34 34 34 34 66i 50 43 38 34 32 30 29 28 1 28 28 72i 38 32 27 29 26 24 22 21 20 20 20 76 26 1 26 24 ; 24 32 24 22 20 18 17 17 16 16 78 + 30 24 25 22 20 18 17 16 15 15 1 - 841 20 17 I 16 - - - - - L_ -__ - - 901 19 16 - - 1 96 16 - - - - - - - - I 108j - - - - - - 111 - - - - - - - - 144 - - - - - - 5x.375 ' ichors OPENING WIDTH IN INCHES 50 60 70 80 90 1 100 110 120 130 160 42 170!170 170170 170 170 161,170 170 154,170 170;170 150,170 170170 149 170 1701170 1491170 170070 149,170 170 170 149,170 170!170 1491170 48 1701170 1701170 50.625 1704170 1661170 161 1474170 148 140 1361170 134 170 134 1341170 134 134!170 118,141 92 ; 92 64 135165 1 161116 126,153 101 107 121;146 100:100 1 191142 96 1 96 1181141 93 1 93 118;141 92192 1181141 92 1 92 60 63 1451152 12 7 1 131 131'131 112 99 , 99 85 185 90 1 1 _90 77 177 84 ; 84 72 172 80 1 80 68 1 68 77 L 77 65 1 65 76 ; 76 64 1 64 76 76 63 163 76 ; 75 63 1 63 66 1 1 3 , 1 1 3 97 , 97 72 86 1 86 73 1 73 65 1 65 58 1 58 54 ! 54 50 1 50 48 1 48 46146 45 ! 45 44 ! 44 76' 73 1 73 62 i 62 54 54 49 1 49 45 i 45 42 , 42 40 1 40 38 1 38 37 . 37 36 ; 36 78 67 1 67 57 1 57 50 i 50 45 1 45 41 1 41 38 1 38 36 35 1 35 33 1 33 32 1 32 84 54 1 54 45 ; 45 40 ; 40 35 ; 3 32 ; 32 30 ,30 28 ; 28 27 ; 27 26 1 26 24 ; 24 90,43143 36 136 37 1 37 32 32 28 1 28 2� 3 26 1 26 24 124 22122 21 1 21 20 20 16 1 16 19 19 96 30 30 26 ' 26 21 r 21 19 ! 19 18 1 18 17 1 17 15 1 15 108 2 5 1 2 5 2 1 , 2 1 1 8 , 1 8 16 1 16 - 1 - - i - - 1 1 - 111 23 1 23 19 ! 19 17 , 17 15 1 15 - 1 - - 1 - - 1 - - 1 - —i—_'— j - - - , - _ - - 144 - 1- 1 - ' - - 1 . ._ - .. - - 1 - - 1 - 1x2.7 3/4 A 1,g) U.; U z z z w J J J NOTE 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN 1S BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 3. REFERFNCE FEST REPORT Fa-- 2902, 2903 AND 2975 s- '397/Z 5'7t/C /fL INDUSTRIES R..11 By: ,Dole: Oro.n D/. P.J. P. O.scnpl:on: Ti!!•: 1.0 1070 TECHNOLOGY ORr4 P.O. BOX 1529 NOKJII +S, F .342 75 NOK0u15, FL J4274 Vertical Mull L-Ope. ting4 Width Horizontal Mull Opening Width Mull + Length Multiple Mulled Units Opening Width CMd Ay 0o l e: 4/28/00 PRESSURE CHARTS HEAVY WALL MULLION Senes/uoder: MULLS Mvlf Length Dot e: Mull Length R•TtionE Scot.: NTS Shoot: 5 or O APPFOVED AS CO4JPI Y LVG'Mirl TN.[ SOUTH FLORIDA BtJILD4NC COQ cA JUN FiY °R0D • • TROL (YMSON 9J;LDlr4G 000E COMPLIANCE OFFICE ACCEEP AN:ENO. Ot - OZ 3. OL Oro*mq No. 6621 C:) H 19 0 rip D G) m s3Iaisnawr 15d 006T -08t, 1 x4x.375 4/6 Anchors ( 4' J v ' = U = z = z 76 Lu J OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 42 170'170 170 170 170'170 1704170 1 4 1 , 1 6 1 170170 170' 170 1701170 170'170 1 3 7 1 1 5 7 170 1 7 0 1 1 5 7 170T170 1 7 0 1 1 5 7 48 1701170 160,170 148 1 3 8 1 1 5 8 1 3 7 1 1 5 7 1 3 7 , 1 5 7 1701170 166 148 136156 124;142 129 1 148 116 31 3 99 1113 92 1105 86 1 97 125 112'128 123 ►141 109;125 123;141 108; 124 123 1084124 154 1084124 1081124 881106 80 ; 91 73 1 79� 1701170 152 135;155 54 1331152 117.134 106117.2 94 1107 90 1103 881101 88 1100 88 1100 80 1 91 73179 157;170 125 ;143 110;126 99 ;114 93 1107 81 ' 81 87 1_99 81 1 90 83 195 77 ► 85 81 ; 93 75 1 82 80 '91 73 180 1311170 1 1 8 1 1 3 5 103;118 1271170 106 92 ' 92 73 ' 73 67 1 67 63 ' 63 60 ' 60 58'58 56 ' 56 56 ! 56 45 1 45 116 ;166 9 1 1 91 77 1 77 68 4 68 61 1 61 56 r 56 52 152 49149 47 147 46 4 46 1081150 84 71 1 71 63 56 51 1 51 48 45 43 42 40 30 30 94 ;120 67 ; 67 57 ; 57 50 ; 50 44 ; 44 40 ; 40 37 i 37 35135 33 ! 33 32 ; 32 54154 46146 40140 36136 32132 30130 28128 26:26 25125 23123 44 1 44 38 1 38 33 4 33 29 4 29 26 ' 26 24 4 24 23 1 23 21 ' 21 20 4 20 18 4 18 1 3 1 , 3 1 26126 2 3 , 2 3 20,20 1 8 , 1 8 1 7 1 1 7 1 5 , 1 5 - - - 1 - - 1 - 29 1 29 24 21 1 21 18 1 1 B 17 1 17 15 1 15 - ' - - 1 - - 1 - - 1 - J 1 1 1 1 i 1 301 30 1 1 1 1 1 x4x.375 4/6 Anchors ( 4' J v ' = U = z = z 76 Lu J OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 42 170 170 1701170 170; 170 170;170 1704170 1704170 1701170 170i170'170 170' 170,170 48 170,170 170,170 1701170 1701170 170,170 170,170 1701170 1701170 1701170 50.625 170' 170 170 170 170 170 170 170 1701170 170 1701 170 54 170170 1701170 1704170 169170 162! 170 157 ` 170 157 j 170 157;170 157 j 170 60 1701170 1701170 1541170 1431170 1361170 1311170 1281170 1271170 1271170 1271170 63 170 ;170 1591170 144;170 133' 170 126 ;170 121 1 170 117;169 116 ;166 116 ;165 116; 165 ; 66 1701170 1501170 1351170 125,170 1171166 112,156 1081150 1061145 91 1 115 1051144 1051144 72 154'170 134 1201165 110 103 98 1 127 94 ;120 89 ' 112 88 ' 111 1441170 1251160 1121140 102 4126 95 4116 90 108 861102 83 1 98 81 1 95 791 93 78 140 1211148 108 99 1 116 92 1 106 87 1 99 83 80 1 89 78 1 87 75 1 84 . 84 1281138 111;117 98 1102 82 1 82 90 ; 92 74 1 74 83 ; 83 67 , 67 77 i 77 62 1 62 73' 73 58 1 58 69:69 54 1 5 4 66 ; 66 52 52 62 ; 62 48 1 48 90 1 1 2 1 1 1 2 95 1 95 96 92192 78 ' 78 67 ; 67 60 ; 60 54 1 54 50 1 50 47 4 47 44 44 42 42 38 ' 38 108 64 164 54 , 54 47 14/ 42 1 42 37 ; 37 34 134 32 , 32 301 30 28 1 28 25 1 25 111 ' 59 1 59 50 • 50 43 ! 43 19; 19 38 1 38 174 17 34 ' 34 15; 15 31 1 31 - 1 - 29 1 29 - 4 - 27 1 27 - ; - 26 1 26 - 4 - 23 1 23 - ; - 144127 ;27 22 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, ,7 CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. s�vA 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 ,.C..eL Aic .377/C_ INDUSTRIES 07D TECHNOLOGY DRAT' NOKOMS, FL 34275 r Vertical Mull �Ope�ing� Width Horizontal Mull Opening Width Mull _1 Len Length Multiple Mulled Units \O ng h $f A•f�l�0.ttr: l Mull Length 1 RMd By: �Oof f: Drown By: P.J.P. DexriV■on: Chid ey: Oo1.: ! Reb,rt,on: Dote: /28/00 PRESSURE CHARTS 1 " HEAI/Y WALL MULLION P.O. BOX i 529 NO OWS, a 34274 MULLS NTS 6 or 6 AP PRONE° AS COMPLYING \MTM ThE SOU i M F'. A BUILDING CODE ;AT. JU 2 8 mai PROD •. TROI DP/1510N D'JIIDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. O 1 " 1 1 3 1 z Drow,nq No 6621 !Rev: N 0 H 0 D (TI waZ �- C.ttilili mogrIMMITzrrOP or .r',r C�. arc 1 ad nrs sole. 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