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FIEVISION1 i By W'& 0 lw mo - Non impact Single Hung 900 Comparative Analysis Table Duck Size (inches) Call Sane 13esign Pressure, psf (0F) Design Pressure, psf (DP) wi th Her ht 118" An, 1113" I.G. 118" Temp. 3/16+" An. 3118' I.G. 3116' Te 18.125 4008 12 +50.01 -50.0 +30.01-80.0 *50.01 -$0.0 +50.01 -80.0 +50.0!80.0 +50.W50.0 25.5 23 1A2 +60' "0.0 +50.01 -80.0 +50.01 -80.0 +50.01 -80.0 +50.01 -80.0 . +W.OF80A 36 Uj 22 +50.v/ -W.0 +50.01-80.0 +54,2 -00.o +50.01 -801 +go of -W.0 aa +50.of0 2.125 2 32 +%W- +50.(V -80.0. +so -a-W.0 +�o mo.o +so -W:o +60.".0 18,125 30 36 43 +50.01 -80.4 +5A.Of -80,0 +50.0/ -80.0 +50.01 -80.0 +•50.01-80.0 +50.0160.0 23.5 37.375 tA3 +50- 01-80.0 +50.01 -$AO +x0.01 -80.0 +50.01 -80A +50.+0/50 -0 +50.01_ao.o 38 23 +50.01_$5 +50:01 -80,0 +50.180.0 +30.Oit"80.0 +50.0180.0 +%ot -80.0 52.125 2668 3068 33 +•42.51 -42,5 +50.01 -52.5 +50,01 -52.8 +50.01.52.6 +60.011.526 +30 0162.8 18.125 36 48 14 +50. +30.01 -80.0 +-50,01 -80.0 +54.0180.0 +50.01-80.0 +x0.01$0.0 25.5 49:$25 1A4 +50.01 -70.2 +50.01 -80.0 +50.01 -80.0 +50.0%80.0 +50.Oi•1Q.0 +50,0180.0 36 U 00276119 24 +50.03 -52.0 +30.0%80.0 +50.01 -80.0 +30.01.77.1 +50.0 %80.0 +2 51126 34 +30.51 -30.5 +%'01_60_8 +50.01 -50,8 +50.0150.8 +50.01 -$OA +aaw -5046 18,125 15 +'6b .01 - 81,4 +500 +60,of804 +50.01-80.0 +50.01 -00.0 +500-80.0 25- 1A5 +50.Of- -59.1 +£0.01-90.0 +50.01-80.0 +50.01-80.0 +50.01 -80.J +30.01.80.0 36 62 25 +47.11 -47.1 +50.0%78.8 +GO_0/-38.8 +50.01 -69A +60.01-78.8 +$0401 "78.8 52..125 36 +31.11 -31.1 +41,11 -41.1 +41.1141,1 +41.1!41.1 +41.11 -41.1 441.1141.1 18.125 46 +50.01 -58.8 +60- 01-80.0 +50101 -8010 1 +50.01-80.0 +50.07 -80.0 +50.0/40.0 25.5 1A6 +50,01 -52.1 +50,01 -80.0 +50.01 -80.0 +50.01 -74.8 +50.0/ -80.0 +50.0%$0.0 36 72 26 +43.4143,4 +50,41.77.3 +5001-77,3 +50.01.84.8 +50.0t-17.3 +50.01 -77.3 52.125 36 +29.3129,3 t40.8f40.13 +40.81 -40.8 +40.8140.11 +40.8140.5 +40.81 -40.8 18.125 1 -718 +46.41 -48.4 +54.0180.0 +60,01-80.4 +.x,0.01 -80. +507"o_o +50.0180.0 25.5 1 A-7/8 +39.0/ -39.0 +50,01 -70.2 +5011f -w'a +50.0182.6 +50.01.50.0 +00,01-ea-0 36 90 2.718 +34.8134,5 +60.01 -02.1 +50.01 -73.8 +50.0%52.7 +50 -01 -73.8 +50.14 -73.6 ' 52.125 3.718 +23.81 -23.8 +40-.01.40.0 +40.01 -40.0 +40.0/ -40 -0 +40.01 -40.0 +40,0140.0 24 2020 +50.0%80.0 +60,01-80.0 +500-80,0 +50.0180.0 +50.01 -60.0 +50).0180.0 38 24 3020 +50,01.80.0 +50,0/ -80,0 +50418010 +50.0 /-80.o +5041 -8010 +50.01-80,0 48 4020 +50.0/ -80,0 +50.01 -aab +60. 80.o +50.0%80.4 + .0190.0 +50 -".0 24 2030 +50.0140.0 +50.01 -84 -0 +50.0180.4 +50.0180.0 '+50.01 -80.0 +5041 -80.0 36 36 3030 +50,0156.7 +50.01 -80.0 +50.41 -80A +50.018Q.0 +50.01.80.0 +50.0150.0 48 4030 +47.51.47.5 +500-71.3 +50A17i.3 +50.0171.3 +50.0171.3 +50.01 -71.3 24 2040 +50 ,01.77.7 +50,01 -80.0 +50.41 -ao_4 +50,0180.0 +s0:o180.0 +30.01804 36 48 3040 +50.0152.4 +50.51- -80.0 +50.0180.0 +50.01 -80.0 +500 -80.0 +50.1 -80.0 46 4440 +35.51 -35.5 +60.9/ -57.9 +50.0157.9 +30.01-57.9 , 750.0785.0 +;+1.4157.9 +x0.0157.9 24 2054 +50.01.31,3 +50,0%80.0 +50.01 -801 +541M.0 +60.0180.0 36 60 3050 +4022/ -48.2 +50.01 -79.5 +50.01.79.5 +5010%71.7 +500- -79.5 +30.01 -79.5 48 4050 +30,21 -35.2 +50.01 -30.8 +60,01 -50.8 +60,01 -64,8 +90.01.60.6 +50,01-%6 24 2060 +65 01 -52.2 +50.01.80.0 *60.01 -8010 +350.01 - 79.9 +50.01 -84.0 +50.01 -80.0 36 72 3000 +43.4/ -13.4 +50,01 -77.3 +60.01 -77.3 + &0 0164.6 +50,W-77.3 +60.01.77.3 48 4050 +31,61 -31.0 +48,4141! +48.4148.4 +4$,040.4 +4Q .4/•d8.4 +4 @.41 -QB.4 24 24 -74!80 +39.31 -39,3 +50-07-701 ZO. -80 .0 +60.01 -67.7 +50.01 -80,0 +60,01110.0 36 90 3040/80 +3451 -345 +50,01 -821 +60.01.73.6 +350.01 2.7 +60.0%73.8 +50.01 -116 4S 40 70!80 +Z$.(1/ -ZL3.Q +4$,51 -45.8 +45.5! 4$.5 +4,044/ -44.4 +4'0,5/ 4.8.8 445.5f 45.5 Test Specifications: : AAMA 101 -97 �, ", , • , Referenced Test Report # : 361 W -6 & 8, Notice of Product CertiBration # : N1004378 & A ` " "� •; ��'' `I. r,I, •° .t 4 Air IrViltratlort @1.52' PSF (ASTM E283):().06 cfnvfe >(: 0-t 1 + . . . Water Resistance (ASTM E5471331) : 7.8 psf PosMve/Negativa structural Uniform toad (ASTM E330) : +1- 60.0 psf (TP) Forced Entry Resistance, FER (AAMA 1302,5) : passed i aperatlrrg Force {AAMA 11)1 -97) & oeglazing Resistance (ASTM E987) : Passed '. � �, ICU0"t�,u, NuAir Iric. Maximum Design Pressure, (sett irnpos0d): p,' VJ fr .� <; Ueslgn Fatt, 6 , 1777 .E ' l �FL>e. 00x7 : ,Expires :1 /3rJ /24Q3 �,.� Non- Impact SGD 200 XO Comparative Analysis Fable Panel Size (inches 'rrack Sill Heel ht In Panel 1 Size Width He - -- .. & 950 SH 30 80 1.5 260$ 3068 36 48 4008 V� EXTERIOR � / � INTERIOR 4 30 36 g6 1.6 2680 3'060 48 4080 30 so 2 2668 36 Uj 51{It>•{ AS NEEDED 3068 48 WINDOW 4058 30 36 96 2 2680 3080 48 W X 4080 t FILL WERIOR VOiD WiTH 30 36 80 2.5 208 3068 4.8 - IF PER CODE EXTEr210R 4068 JAMBS 4444.,... $ 30 96 2.5 2680 3080 36 FASTENERS 48 4080 30 38 80 3 2668 3068 48 4068 30 96 3 2680 3080 36 48 4080 'Pest S ; oecificafions : AAMA 101 -9f Referenced Test Report 0 : 443 W -2 & W3R Notice of Product Certification 0 : NI 004636 & A Air infiltration @1.57 PSF (ASTM E283) : 0.32 cftTvn Water Resistance (ASTM E547133i) Varies w /track Positive Structural Uniform Load (ASTM E330) : Varies w /size tested Negative Sttuctursll Uniform Load (ASTM E330) : Varies wlsize tested Forced Entry Resistance, FER (AAMA 1302.6) : Passed Operating Force (AAMA 101 -97) :Passed Deglaxing Reslstalnce (ASTM E987) : Passed NuAir ino. Maximum Design Pliessuro, (self4roposed) : 80 psf Design Factor : 1.6 Expires : 818/2003 1 rlr UJ I�iC>OUJ i'I�l�'f"`E�nL.��,MK�r'� i O�JI .�,..�.«�.:..�. HEADER SER.I.�S 300 U J - -- & 950 SH J.«i_J Z ` rr � nn V� EXTERIOR � / � INTERIOR INTER PRESSURS fiREATSO - V` 8UCK5TRIP (MIN. 4" AS SHOWN) 6 Z 0 6. Uj 51{It>•{ AS NEEDED WINDOW Uj FASTENER ( W X FILL WERIOR VOiD WiTH MINIMAL EXPANDLNO FOAM • - IF PER CODE EXTEr210R JAMBS Uj N NO i FASTENERS r THROUGH ICCESSARY ! .. SILL. , E SHIMS WEN kL ING TO IPLUMB LEVE4 'Y ` U 00276119 PRE-CAST FIAT, POURED 1�akvlstaCir `%`�NCRETe S _ '' CONC12E7E 5(t � FL3�634 SILL a899-7977 • SEALANT Bf AD INSTALLAI10N DKfA" FOR NON-IMPACT, I±LANOE, SINOL33 HUN(+ S'JINDOWS IN WINEiZONES OF 150IMPH OR LESS (per FBC 2001) Buckstrips must be set in a bead of sealant. The exterior ,joint between the buckstrip and masonry must also be sealed. Buckstrips shall run the entire length of the rough opening. A buckstrip is not necessary at the sill if it is precast. All gaps must be sealed, BucksWps should be pressure treated yellow pine, spruce or comparable lumber, In accordance with the Florida Building Cade, A taper, or bovel on the buck is acceptable if the window frame is fully supported by the buckstrip at both the interior and exterior, I f using 314" iftiek wood hgksWvs: Installation fasteners should be a minimum 3/16" X2 »1/4 masonry screws, irlateed through the window and buckstrip, into the masotlry. Window may be shimmed as necessary, provided a minimum screw embedment of 1 -114" is maintained in the masonry. Fasteners should be located a maximwn of 4" from eaoh corner and maximum of 18" O.C. It is recommended that fasteners not be installed through the sill of the window. The actual size of the buckstrfps should be no less than 3/4" X 2 - 1/8 ". It l" 2•' thick or gr wood buckst i (n Qt sllawn ' Window installation fasteners should be a minimum #10 X 1.1/2" wood screws, installed through the window into the buckstrip. Window may be shimmed as necessary, provided a minimum screw embedment of 1.1/4" h maintained in the buckstrip, Window fasteners should be located a maximum of 4" ftom each comer and Inaximum of 18" Q.C. It is recommended that fasteners not be installed through the sill of the window. The actual size of the buckstrip$ should be no less than 1.1/2" X 2 ". Buckstrips should be Installed using rninimum 3116" X 2.314" masonry screws, to maintain 1.1/4 embedment, and be 18" ©.C. - p� - - � Rio DAif �ESCAIMtON M 2QJQ 20J1 4050, 41251 tM-ER. $ILL Ot 12 1999 JAMB AT1ACFiMENT MfORMATfON INC{.UDfD WDONAL WD1D0'R STILE 3 "40 k V_9AR5, U_ WS III A LITE SECTON. SEE SECTION a-B 2-1-2-1 PATTERN (TWO U --BARS ON 8bT`4M ,.9 FOR LITE 00144. OUTSIDE 9EC110N, ONE U -BAR ON NEXT SECTION, Vt.) A r. -- , t- YWVDLE go 11 LOCK BAR 1 -3 /0" THICK - 0 W ON q x p DOpRE I C �TT�,C g (BAH 51DESN SH ElA SCREWS ROME B 1x578" ill ii11 '�« .. 4 i - ) _ I 1 POUND DENSITY ...,} IN ERp�' Iiia+DiA1En k Fa NDESS 9UbE BOLT CR MID - SEC1104 A A 11 _4444. NT AL i ' STEEL ROLLER -.. � �TRpA� ^+4, CK. ONE 1) STEEL MDi, EkiERIOR NGE EACH fJ+ m ONE BAKF9 GALVI PRIMER WITH P40 �1 �g O J9 S <� _Ni'CYETASC /8 OF DOOR. D TOP COAT. roNOU£ AND GROOVE JOMNT3. , }p �({ 181 f7n ancc ncim av cn� OATH TWO 1/4 KLIF TAF'1'ItJIi DDOR�S WER 7'-0 1- CDCNO ST SEG� TStI N awK)• /S i 4 ENTERS SOREYIS PER MiNGE LOCATION. F 5} CT s t (TN MIN. U -BAR YIELD STRENCIN 50 K9F. C SO �IOCR OR ?,664 PSa FMAI CONCRETE) OK FROM FRAME 1YRi U -V. 59 E 1/4'x4 TAPO'N9 ON 21" CENTERS 2,000 0 COATING CN CUSFOE "FACt. 91 µDL CON rrE). M1AS�IER3 INCLUDED M N - 29 GA STEEL TAN. GALV. FNiERIDR SLEEVE /AIRS t -1 4 O.D �Ait1 WASHERS REOUIR£{1 (a) 1/1' CA. SELF tAAP NO SCAMS GALV, SKIN WRN A BAKED -0-N PR!NER � TAPGOt4S. tMY b ODUNfERSU'NK AND A W ON POLY PAiPITED TOP CMT. i' 610uN iNC 1HF IKO PpRMDC RIJA11 3 � WT c IB 6A WTERL "E6E•TE M1F2e TNAhSFER L 8 1� CRYUC ATUCNED WRH {2� #14 8 " SCREWS LITE RETAINER. LITE �10CREWB RER LFrE� k 1 4 YlASHER X0018ED, REVS MAY CDItNaER3UNK HDRiION1AL TRACE SUPPORT ETY {OJT NOT REWIRED) TO PRt7JIbE A FLUSH MWNT IK4 DOOR LNSA[iFR (10 SLOT) RrACE. HDRRONTAL , Amn Do NOT TRANSFER LOAD, ALUAPNM EXTiVStON 6TOi• I 1tf0 DOOR III VW'A. NEA.7HERSTRIP. NSTA.LLr.R TD SLAT) MXK, �O7� 20 ill w1w. 09y, STEEL END STILE RUt H W"I OF THE BE T SNAP IA1G't'1 ETaGA0E8 RE 1U AL ELEMENT'S L PROF BE TF!£ WO VERTICAL. RE CORD FOR THE 9 OF THE PROFESSIONAL Of ONE SNAP MATCH ON � RECORD FOR UAt)iN6 OR STRVOTUR£ OF ALY, STEEL ICAO VAKET. LACH SIDS ODOR tj G, CALM. S7E TR ANDS OR T AN WI'D•1 CURRENT iS OR O 13 GA G EACH FASTENED TO VM AAA WITH 9RACKET FASIEN p COOES FOR THE LOADS L!STED ON iH1S DRA'A�NG. (3) 5 /1b'xi - 5/B' WOOD LAG ECP.EW. MITER. STILE �� JAMS W DNE 5,6'x1 - D// TRACK c01JF16URA110N WOOD LAO SCREW R 9RA X.T. 7/ f 6" L.D. RR FASTENED TO gtWER ESTU IN TER, 4 NINGE 2" 0XV, STEEL TRW( I tsV - 7 1 FASTENER EACH YI4x5/8 SHEET METAL SC ENS OI1L510EN $LL FASTENED TC TRACK BRACXETS. (,ONE PER RD11EF). EACH BRAG<E7 A�D4GiED W M iWD N IGH1 INSIDE FNNDLL .�5 /B 20L1 k IJl1r.(>R to REt LER nt 1'x0 " RIVET ®. FASTENED T� tAI EI r W t4 CH MD r GALY. STEEL TRACK JANO COMFIOUr7 Pod 14x5/6' SHEET LF T SCl�E EW � RACK tWCIMESSr .060- �4) 1/4 "x3/4" SELF TAPPtNCi SCREWS. T DESIGN L.OAbS: +20.0 PSF R -21.0 PSF Y STEEL ROLLER. TEST LOADS: +30.0 PSF i!c -31.0 PSF TYP. 2- 1/25.1 STEEL 2 M OALY. TRACK DPAOIV. ".x $ Imo stxe � (4) TRACK SRAGKEIS PER SroE. CLOPAY BL1IlDLNC PRODUCTS COMPANY scua NOTED PLO � 16'W x 'H 0 10pay 312 WAUIJT STREET, SUITE 1600 T" 4/16/98 FPrc� CINCINNATI, 040 45202 oRnVK x, 2050/4050, 16'W, 420/ --21 DES. pq�p�g�q} A " Qullding products (513) Sal -4800_ ___ MWW ORAV1464_UBEN ,c' K4i 0910(7W� stla I Com�Canv. ci,m 0"Vz ' Al "WI Rua, Id CRlQI °w 101820 Oi %YN A�� RA C BE E EX - MR I OR WINDOWS 4 DOOMS 1. PLANS ILLU9TRATI! 114AT ALL EXTERiOR WINDOWS ANp GLASS 00089 AR15 REQUIRtl) TO BE TgST1+D IN ACCORDANCE WITH ANSI /AMMA/NWWI)A 101 / IEi2 STANDARD AND BEAR.AN AMMA OR NOMA LAE3 L IM THE MANUFACTURER, PERFORMANCE CHARACTFERISTiC3 AND APPROVED PRODUCT TE8TING ENT11Y. FM 1707.4.2.1 2. SHALL Be AN P ILLU5TM THAT L PUBL13NED MANUFAC U Rp -otrs R%OMMMENNVA IIONS TO ACHIEVE THE V951GN PRE58URE 3pECiFIED. FM 1707.4,4.1 3. PLAN OETAIL3 ILLUSTRATE THAT ALL q(TERIOR WINDOWS AND DOORS WHERE BUCK THICKNESS i5 LE53 THAN 11/2 ", 31 4ALL M ANCHCREO THROUG -1 THE! .JAM INTO THI✓ STRUCTURAL SUB5TIRATE. FEC 1107.4.4.2 4. PLAN DETAILS ILLIJaTRA - re "T"HA"I" ALL EXTERIOR WINDOWS ANL) VWRS W0 ERE BUCK l 14ICKNESS IS 11/2 ° OR CRI=AT91R, THE BUCK MUST 139 ATTAC M) IN A MANNER T14AT TRANSFERS THE LOAD DIRECTLY TO TW5 STRUCTURE. WINDOWS AND DOORS SHALL 13E ANCHORED THROUGH TH9 JAM INTO TNT+ WOOS BUCK. FBC.1707.4.4.2 5. PLAN DETAILS ILLUSTRATE THAT TPE WINDOW BUCK SHALL EX'T'END Br:YOND TNT~ INTERIOR LIP OF TH E WINDOW. FIX 1707.4.4.2 b. PLAN DETAILS ILLUSTRAT9 THAT MULLIM AND ADJACEN'fi DWR ASSEMBLIES ARE REQUIRED TO 8E TESTED OR ENGINF.F_nv TO TRANSFER 1.5 TIMES T11E DESIGNED LOADS - tO THE ROUGH OPF -NING 5IJ5 MATE, FIX 1907,4.5,1 -- 1707.4,5.4 F'LEX3BLE HEADED PLYWOOD SERMI�S 900 INSTALLATION DETAILS FOR NON -IMPACT, FIN, SINOLB FtRSHING SHEATHING 'r 950 Sfl HUNG WINDOWS IN WINDZIDNES OV 1s MP14 OR LESS (per P13C 2001) WEATHER _ZA'4 . - WINpdW RESISTANT - ' FASTENER BARRIEfi Window Installation.: EXTERIOR, FACADE WOOD Installation fasteners for windows should be a minhum -- HEADER 1 -1 /2 ", 4d nail or 46 x 1 -1/2" drywall screw, with an RIGO FLASHING e in bedlnent of at least 1.1 ", Fasteners should be located (OPT., BY OTHERS) - at a maximum of 4" from each corner a 1 8" O.C. for INTERIOR screws and 9" O.C. for nails, MINIMAL EXPANUI FOAM FILL. INTERIOR va WITH It is recommended that all screws or halls be sealed to � ' - IE PER CODE prevent Infiltration of air and water. Product may be i shimmed as necessary. - 'I IF NECESSARY, r USE SHIMS WHEN Wen r INSTALLING TO KEEP PLUM 6c WEATHER Flexible flashing should. be installed. iri a weatherboard RESISTANT FLEXIBLE rs fashion. The top la yer should overlay a ny layer 1retieath it. BARRIER FlA5HiN0 NiSHEp 'J'he weather resistant barrier should then cover the flexible EXTERIOR - FLUCKE S FLASHING RESISTANT �� i - - SILL �IaSI17Y1 at 111e !leader. JAMBS BARRIER -- - W The application of the weather resista-tit barrier will vary xTERic�R _.. • based on when it is Installed, If it Is lmtal'led the FACADE window, it should be tucked treader th' sill, 20hing' a�ld overlap the jambs and head flashing Jwnea H, Whittum, P,E, , w ,.b. r_ _ WiNDOW g o +, FL # 002711149 SI _ �'' 1ASTENER �; r vJ 7519 Oakvista Cir. Tampa, FL 33634 ! SEALANT BEAD � 913. 869.7977 5 N7 IF O EALA 6EAb LASHING IS NOT ACHES►VE ......«._.. ... .- _....M,..»..._...«d.._..._... , .._-...... ,, .«_.. �_... �. u .,..,..,.....w...,...._....„.., _4444,.. - 4444.- ...,..........._ W - 4444... ..._ �.....-,..._,__......: 1,- ..-.,- ,- .�- :�.n,....w- '�.n -C 5 � ' AMBKA:AM The product depicted in this drawing is intended for use on typical conshvction.' 10P the 10�ppr3sjb of ARcAhs1:rvP,AL others to detetmine if it b appllcable. Additional flashing, v apor battlers, etc, may b'e specified by the M "N>J rA V'JN � ro ect architect. Wind and dosl ressures va within each state and eaun Ali roduats manufactured - � H M�tCk1'P )N p � g � 'J �� i� by NvAit Inc, meet a minimurn of 110 mph (R30 DP) wind load regiiirernents (per AAMA 101); please Tempa, FL •(800) 282.6627 wtww.NuAir,cam check local building codes far exaot requirements, I rd Cd 41 4 to I `� • �• 4 I ! .1 •. e v � U 1, >5' NlN, a • , i •1 o k o °• r:z^ o,c. _ S OLAZWI, SEE GLAZING x DEWL5 CETAFLS L w SEC NOTE FOR r 5E$ NOTE FOR Ko s+ Uj s • � a % r a 1 ;� � �I1 �"' _ .s;�.E�� " p • , 11�.f..�J� � .��R.12 '^ b ' '.° 1�'.TE�'L� t� I•.Aw 6.0 ". 0 ' t a ro • • ` f p c0 V) Y) i]» FJ 1,75* MIN p ' , j o Z /!y 150 PANEL THK, °. • , / LU Iry 4 � • O � i � , / . ° - =~ NOTP; SPACING FOR ITEM /J32: TOP dt "IQTYO.0 ;N FROM rx'•Np;�S dt (1) iM THE CENTER. 510-£51 __ . A /4 1.3 314 28 f/'Z', .19 3/8 ", 52" E2 SEE Nadi 51.15, r 2" (1c, x r•'4R Sl'ACINt2 y, � I • "� ; 1 •_ d¢.• •,• ''� Ste art rFrts sat, � NorE .X a 8 1/$' FROM TO 00wN SHr. 3 to 1) AT s" O,C. m SEC At01E %IT, 2 POR' ,SPACING l2" 0..�C. SE dote / YHM skr, SFF. NOrr SHr. 2 FOR 3PACiNa 19 1.« �, 5EE ,NOTE THiS Slgr. ° o 8 1/�?• FRO4 rot' DOWN PIN T 4�- .r"'" -0 r) 3 r /2" ( SCREWS NOTE; THP' MWI.jrli IS PASr4NEU IN70 114E t1AN9 WIT14 (1'V J2.3 (1fa K 2° PR FH SCREW) SPACED AS FOLLOWSt 6" DOWN FROM TOP ANO 8 UP rRO34 EVIOI/ WITH (2) MORE EVENLY SPAf,'F.O, A TOTAL OF (4) 3tAE1'15, , "":Q " 0. i! .J_KR14A MIN. :2 1,14 4 !s#IN. C -.,INK •51P�1SZ 511 fJ�lB. ,_,,,29" fAAJG This approves a r"'dentirti ifMWW i steel dot, as dewx in Se €fon 2 - of this Nolice of Acceptanc'e de i.ped to c+atrq)ty with the W n & Buildbig Code (MC), 2001 F?.d 6011 for Miami -Dacle Colwty, for the locations whm the prassum regctiretnents,, as DOOR � � �^ `� A � ��"�' � � N deterrnn by SFBC; Chapter 23, do 1.tot exceed the resign Pressure Rafil7-8 values t t indicated in the approved drawings, Ba.cli door sliatl bear e. pertnaueat label with'the lnanutactwer's taaim or logo, pity, state and follo vying statement : " Miami-Dade County Product Control Approved, =: ■ Q U J C'6 J.«i_J Z ` rr � nn V� 6 Z 0 6. Uj Uj W X �•a"' Uj N - =~ NOTP; SPACING FOR ITEM /J32: TOP dt "IQTYO.0 ;N FROM rx'•Np;�S dt (1) iM THE CENTER. 510-£51 __ . A /4 1.3 314 28 f/'Z', .19 3/8 ", 52" E2 SEE Nadi 51.15, r 2" (1c, x r•'4R Sl'ACINt2 y, � I • "� ; 1 •_ d¢.• •,• ''� Ste art rFrts sat, � NorE .X a 8 1/$' FROM TO 00wN SHr. 3 to 1) AT s" O,C. m SEC At01E %IT, 2 POR' ,SPACING l2" 0..�C. SE dote / YHM skr, SFF. NOrr SHr. 2 FOR 3PACiNa 19 1.« �, 5EE ,NOTE THiS Slgr. ° o 8 1/�?• FRO4 rot' DOWN PIN T 4�- .r"'" -0 r) 3 r /2" ( SCREWS NOTE; THP' MWI.jrli IS PASr4NEU IN70 114E t1AN9 WIT14 (1'V J2.3 (1fa K 2° PR FH SCREW) SPACED AS FOLLOWSt 6" DOWN FROM TOP ANO 8 UP rRO34 EVIOI/ WITH (2) MORE EVENLY SPAf,'F.O, A TOTAL OF (4) 3tAE1'15, , "":Q " 0. i! .J_KR14A MIN. :2 1,14 4 !s#IN. C -.,INK •51P�1SZ 511 fJ�lB. ,_,,,29" fAAJG This approves a r"'dentirti ifMWW i steel dot, as dewx in Se €fon 2 - of this Nolice of Acceptanc'e de i.ped to c+atrq)ty with the W n & Buildbig Code (MC), 2001 F?.d 6011 for Miami -Dacle Colwty, for the locations whm the prassum regctiretnents,, as DOOR � � �^ `� A � ��"�' � � N deterrnn by SFBC; Chapter 23, do 1.tot exceed the resign Pressure Rafil7-8 values t t indicated in the approved drawings, Ba.cli door sliatl bear e. pertnaueat label with'the lnanutactwer's taaim or logo, pity, state and follo vying statement : " Miami-Dade County Product Control Approved, =: ■ Q U J C'6 J.«i_J Z ` rr � nn V� I Im 0 W " LLV rw�wi �r1 W 0. M p' 0 at$ Scale Drawn Job Sheet AP Of Sheets 24 X 39 PRINTED ON NO. 10004 CLEARPRINT o