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1301 NE 101 St (11)c o y To_TP,L. &(5' , sic \ (b ∎s'4- to' z 186 .4 - 15 4 \ t ?'1"' 233: X 44`') i't ;C 11- 3 .1 z 3 TI 4S! 6. - - _v' c z • st:A-0 xs 3z. if � Z .3 c7111 - kt-Tc . 12. ca4G_Ig 1 l5 � g41Z LOT L Ini PROPOSED A LUM IN UM CONE/LOVER _EXIST►N6 SLA8 t v EL EC.rrit.t e. _ No cep c Posrs X iv) EYIST1NG RESIDENCE' EY,S - IA' C. W4LL A LvM vn'N * R. oop V, p K E T T L E /y : 1.1501 /V, E. 1 0 / 5 1 - S °T `� C Bt -OC.K � Ml ar � I SHORES, FLO RIDA -4URST AWNING C,Go 0 \Er tO 1_ — I- 48'. wel5f c8 1tm4 QN_ )<ASI!_i" 4rt 0.o '21:A 10'1: z Zei-S .0 Cg_lo 501_9 'AD: _ t ZILL € 3.4c2( --r= 4 IA .1 1:e_pv &c5ty._.agit v t = G-N z 70 9 43 el • r4P I tf _ _c) - Azg* it' e5f c810# SC Nio.o Z4-5 .0 61_9 3.49 ois6 -- ri t `/ 4473-C/71 '00M Ac-C- = '=a'A a Div. [8 1844 4'i0.0 1•`_Vs %33,C" CS -2vAncA(G• z zg_s ,0 scgiesff_yel .4 501.9 - 71_17 c of i(1- J_ . IA A:cc_ QPADE • (91 z 5 co e t)A- ,AP,44sfrq r o-o C3 Vfc -k iiio 20 -/4_ 7-' E LEVATION CERTIFICA P8 Pt &3 O.M.B. No. 3067 -0077 FE R AL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM Tom: - 7- 5 -e000 PION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to pro - :vation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine ,.per insurance premium rate, and /or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). You are not uo:.7 'ed to respond to this collection of information unless a valid OMB control number is displayed in the upper right corner of this form. Instructions for completing this form can be found on the following pages. BUILDING OWNER'S NAME C42/-1 J VoAi STREET ADDRESS (Including Apt., Unit, Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER 7. AJE /0/ Sr' OTHER DESCRIPTION (Lot and Block Numbers, etc.) CITY /—J / 4M/ 5N0eES SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): 1. COMMUNi T y NUMBER I /20652 SECTION A PROPERTY INFORMATION 2. PANEL NUMBER 93 3. SUFFIX 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): ❑NGVD '29 ❑ Other (describe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's BFE: I 1 1 I I I LJ feet NGVD (or other FIRM datum —see Section B, Item 7) 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level 4. - 2(a). FIRM Zones Al -A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation a LI JIllLj U feet NGVD (or other FIRM datum —see Section B, Item 7). (b). FIRM Zones V1 -V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of I 1 1 1 1 I U feet NGVD (or other FIRM datum —see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is 1 I I L I feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is 1 1 I LI feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? [1❑ Yes. ❑ No ❑ Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: NGVD '29 ❑ Other (describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on the FIRM [see Section B, Item 7], then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: ❑ Yes ❑ No (See Instructions on Page 4) 5. The reference level elevation is based on: X actual construction ❑ construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post- construction Elevation Certificate will be required once construction is complete.) • Q �� 6. The elevation of the lowest grade immediately adjacent to the building is: I 1 1 1 M l!J feet NGVD (or other FIRM datum see Section B, Item 7). SECTION D COMMUNITY INFORMATION 1. If tit community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance is: LI 1 1 1 I LI feet NGVD (or other FIRM datum —see Section B, Item 7). 2. Date`of the start of construction or substantial improvement FEMA Form 81 -31, MAR 97 REPLa ALL PREVIOUS EDITIONS 4. DATE OF FIRM INDEX FOR INSURANCE COMPANY USE POLICY NUMBER COMPANY NAIC NUMBER STATE 5. FIRM ZONE SECTION C BUILDING ELEVATION INFORMATION ZIP CODE . /3? 6. BASE FLOOD ELEVATION On AO Zones, use depth) c5 • SEE REVERSE SIDE FOR CONTINUATION This certification is lo bo signed by a land surveyor, onginoer, or architect who is authorized by slate or local law lo ceilily eluvalio inforinalion when the elevation information for Zones Al —A30, AE, Al-I, A (will) tFE),V l— V30,VE, and V (with UFE) is 'Kinked. Conrnunily officials who are authorized by local law or ordinance to provido Iloodplain management information, may also sign 111. certification. In the case oI Zones AO and A (without a FEMA or community issued UFE), a building official, a properly owner, or ; ownur's representative may also sign tiro certification. Ileletenco lovel diagrams G, 7 and 0 - Distinguishing Features —If fire certifier is unable 10 codify to breakaway /non - breakaway wal enclosuro size, location of servicing equipmonl, aroa uso, wall openings, or unfinished aroa Feature(s), Ilion list the Feature(s) no included in the certification under Comments below. The diagram number, Soclion C, Item 1, must still bo entered. 1 certify that the information in Suctions B and C on this certificate represents my best efforts to irrterlru l Ole data available. !understand Mal any false statement may be punishable by line or imprisonment under 18 U.S. Code, Section 1001. . CGIII IfIEII'S NAME LICENSE NUMUEII (rn Affix Seal) z� yce A ,D /Az i I I LE COMPANY NAME 12ore- s /onl.9 L 50eury cDe. "14-Pla k. VHF nuotie SS . . ciry ..,... SIGNA� IlE / UA1 E 1'1 1011 ( � / to / Copies should be made of this Certificate tor: 1) community official, 2) Insurance agent /company, and 3) buiidIng owner. COMMENTS; l 4ErfHEIICE I butt BASE EEEVAnorl A ZONES oN SLAD V ZONES - l nErE AU.,At,ENI LEVEL l 011AUE SECTION E CERTIFICATION win BASEMENT A r ZONES nASE 1lrxm EEEVAIION ..I I IIErEIUEllCEI lfVEl ON PILES. PIENS, 011 COLUMNS A V ' .ZONES ZONES 1 110 LEVE I \ter' IIEI tilt NCEI lEVIA I It The diagrarns abovo lllusirale the points al which the elevations should bo measured in A Zonos and V Zones. Elovalions for all A Zones should be measured al Illo lop oI Ilre roleronco lovel floor. Elevations for all V Zonos sllgllld be measuroJ al the bollorn of the lowest horizontal siruclural member. nnsE 110011 EEEVAI,UN ''. AO. MCA III {. Ilt •:•< WADE 0 3 y * • ♦ 1 • • • jJvS't cT pit 2"i L" /S fiV co4i l.re `r / / 4 .g X6 '14:WIc14 /OW ,(U /a /S. MA.7 OF.BOUNDARY SURVEY v � n -5! Y cir ,V• / //2.$. � o A__1 89 °So / S.4 4. AzZ C%1 •6 p ,q. GlL Sir 21 S /0/ ti G • As 63.17 CH` 46 0. I �� r O s x.15 1 � pvM 1T IOPER'TY ADDRESS /3 ,vw /O /• M/DM / SNORES, Pe-d. ) URCE OLEGAL DESCRIPTION: M4APJEL M. 4RVE50, /?d :GAL DESCRIPTION BLOCK R 1BDIVISION —41.41 -SHORES BdY` 712K ES7747 x ORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK SS ;:, THE PUBLIC RECORDS OF d�E COUNTY, FLORIDA. • /02"'O. STREET •,'7 4 N 0.4 CL. F. / Pytd 1 'v 1 vl H � BASIS Of BEARING SYSTEM WHEN SHOWN REFER TO: 4 &l .6L55UME,D A'1ER /Dias.' ,yam /37214/E. PA B3 TYPE OF SURVEY; BOUNDARY SCALE: 1" _ 2,0 ' A 1* • o c. . A • ARC DISTANCE AC • AIR CONDITIONER PAC PH • ASPHALT 9 • BEARING BB • BEARING OG • BUILDING MO • SOUL EVARC BM • BENCH MARK C • CURVE CB • CATCH BASH • ES • CONCRETE 9LCC( STRUCTURE CO • CURB AND GUTTER C+ • CHORD D13TANCE .IR • CIRCLE Ne • C! EE „RING CL • CLEAR GL • CENTER L'NE • rt XF • CHAIN LINK FENCE NC • CONCRE CS • CONCRETE SLAB F)OD ZONE INFORMATION COMMUNITY NUMBER 2. PANEL NUMBER /206 93 ^T • COURT CCN • CUT ORAL HOLE 0 =DEED CIST • OISTANCE E •EAS FLV • ELEVATION ENC a ENCROACNME.NT 55M7 • EASEMENT ET. • ELECTRIC TRANSFORMER PAD F • FOUNO FOH • FOUND ORLL HOLE a FINISHED FLOOR ELEVATION FH • FIRE HYDRANT F1P • FOUNO IRON PIPE FN • FOUND NAIL FNC • FOUND NAIL a DISC ;NO • FOUND NAIL a DISC FR • FOUNO RE•9AR FRA • FRAME FT • FEET • HEIGHT NIGH) JOSE A DIAZ PROFESSIONAL SURVEYOR AND MAPPER CERTIFICATE NUMBER LS 2798 GE,e 7 F /.c 72 : /44A..WEL M. d, VESCJ, P, d . 7E v14,27' T / TLE _co.tiPd%J ✓D •/ .4 A./45 7 caZMe. -J Vot1 F.e/LETZ, &i - .... it/ozTN ZME2 /4",0,.1 MORT-4.4E LNo/ZP, /7 SUCOE.:-SOR.+ e,-1p /oZ 4 As5 /4,s/S LOCATION SKETCH Scale 1 "= /Ce 3. SUFFIX 4. DATE OF FlR ABBREVIATIONS & LEGENDS DATE: DATE: DATE: DATE: HWv • HIGHWAY LFE • LOWEST FLOOR ELEVATION • LANE MSL a MEAN SEA LEVEL MEAS • MEASURED MON • MONUMENT MIL • MONUMENT LINE MS • METAL SHED N • NORTH NGVO • NATIONAL GEODETIC VERTICAL DATUM NO • NUMBER NR • NON RADIAL NTS • NOT TO SCALE ORB • OFFICIAL RECORO BOCK OVN • OVERHANG OW • OVERHEAD WIRES 9 •POwNT PAW"' • PAVEMENT PB • PUT 800K PC • POINT OF CuPVATURE 90 • POINT OF COMPOUND CURVE PKWY • RI.RWAY Pl • PLACE 9/L • PROPERTY LINE PI_A • PLANTER PCB • POINT OF 9EGINNNO ROC PRM • POINT RMANENT REF'ERENCE MONUMENT PSM • PROFESSIONAL SURVEYOR a MAPPER R • RADIUS PAD • PAOIAL RB • RACIAL BEARING RD • ROAD REO • RECORD RES • RESIOENCE AGE • RAND RIW • RIGHT OF WAY RR • RAILPOAC S • SOUTH SEC • SECTION AT PAGE 83 5. FIRM ZONE lot valid without the signature and the original raised seal of a Florida Iicenced surveyor and mapper. icamination of the abstract of title will have to be made to determine recorded instruments, if ny affecting the property. Location and identification of utilities on and/or adjacent to the Foperty were not secured as such information was not requested. Ownership is subject to pinion of tile. Underground foundation and utilities not located. The survey depicted here is at Cove by professional liability insurance. STATE OF FLORIDA 7331 CORAL WAY SUITE 263 MIAMI, FL 33155 PH. (305) 267 -9016 PSM NO 796 -4_5E 4 DATE OF FIELD - 5 -2D00 SURVEY 6. BASE FLOOD ELEVATION SIP • SET IRON PIPE SN •SET NAIL a OISC 5P • SCREENED PORCH STY • STORY SWK • TANGENT • TANGENT TWP • TOWNSHIP TVA • TYPICAL UE • UTILITY EASEMENT UP • UTILITY POLE UTR • UTILITY W • WEST WF • W000 FENCE wM • WATER METER WRF • WIRE FENCE a • CENTRAL ANGLE .vHh • W000 AENCE • WC s• •z•t• • C•AIN LINK FENCE • C.F • CBS WALL �I 1 EXISTING ELEVATION •• IRON WORK FENCE • IWF �,rd2 FOR ../4.4/ iGde,v/ /J 4.1 ffi j ORDER NO 20'/4374-8 R-�QE P `� N H E • _ - PAN` = s F;:' .o'. •1•- (5; T i r' S 19 14 I -3 S L S 12 .C27 AI_ 10 '4 l'7:-V i z' -O" IO' -.(ru .0 I I ' -3 . .(1C-2;) 12L0' C11'- 5) • • t2-C? ( 12'-0' Ia. cr) 11' -1 I" Uz-ce) 2-- (�A.5TL I 13 - O (11'.41 • 12' -Q" (12=0 ") - 12' -0" . 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T } 1_81 H•T COL' 4-I G T.' e• -.-io 0 0 +I O 4- 2X4 COL. bOb3 -76 125" . g 7' 13' 10' 1 6 , 10' ki PAN .027 .040 - TL ERON7 REAM ONLY I II ?SIMPLE SPA -} " P) (7 23=8" .0 -11" 2Z-8' 20'- 4" 2Z WW' -3" I 17 31'- 8' 3 30' - 2 - 2'' 0" Z7 ._ 3 " Z7 3 " r (+ . bAR FASCIA 34 I, el' EXTRUDED - ,UTTER 6063 -T6 ' 14 It i1 1 a 'SPA f - 3YFAt PAID 2 PAN .v FAN 2 PAN CC.1iT. CANT. C.ANL cA.NT 9'- Z" 25 -1 2710' 1 .7,1' • 4 - eE Al-1 SPACIN'3 .070 5000 -T6 C ITT ER _ 1 UI Ejj � i�ai`�i r5.' -8 ��11111111111,1111111W .. . � MI IMINPIII Sou W i Il♦-�� � ®'T�� IN T/1111111 4_�� ®® �IM /1•11•11101•11®211111111111 FNSIMillie is! EICIEMICOOMERIEMICEI :017-Z4 1 AMIIIIIMI 90-75M aSHOUrlEMEI ®- . 10 4 14'•.1 ®� ® ® ®� 13'-3" 13 -10 le -t. 13'-5" 1 3'_$" B 17-4 16 =1 14 -5 13-9 39 12 -4 II -9 IN 14'•2" / 19-6 IS I 16-2 1 58 14 -11 136 12 -II 13'-9" 14' -Z" B le -O 16'-8 c 14.11 14 - 13 9 13-3 12- 12- IZ -2 I6' -8 16'-5. to.; 154 14 -E 13 =9 13 =1 42.6 12'1 Ib' 2" 17.0 IS -3 17' S" ! ®ii��® 17'`0" I � 29.5. xl 17' O'" j 21 6 19' - 11' 2. -IO' z0. 3''MIME Th '3 ®t9.e 19-'L t7-7 t6.8 �® zd'.3 I D 25-9" 23.10' 72.5 ®ZO.4 19-7 (8'14 10.2 17 -5 I A 29' 27-2 25-7 24x4 23.3 nGi�• ®Q�� B 27 -c 25 -1• x 22.5 2155 Li4�l���� 1 25'-10 01111=11•1111• 2 5• 2 " I A 346 32.0 30 - 3.7 28 .6 27.5 26-4 24-5 24.7 ®® 25' -1V 15 31-10 29.6 27 -9 26-5 25.3 24 - 3 23 -5 2Z -e .22 -I Z1-6 t t • 1 :t t .3 OR MORE . SPAN$ DO UBL O SF AN ttr :000 1f 2.1 t0 JOO • FI- ANGING_, RAIL 60-6'9 =T6 O ... r . l b4" • .333" 4'' 5' G. T' 8` 1.9 lo' it` .: IY' `1a' 4_7‘ 15t1" I5' -13" 19' - 0 " 21-8' IC LIO C10 COLD :NIAY BE USED WITH .THEsE eeA..S 8' ■67. USINS'A MAX: C.6.SPA7-4 OF 8' -O" .a1ti... -4 - IC -22 -76 2. -11 -77 • -2 4-77 r 'GUTTER. 4• + .; 4 't 4 5: 4 4; • 5 -.._ - 5 ►:o6' L p - Lt • . 'oat, eoLTS / ■ /Q -- .13CLT5 COLU•91+ Dty.IL 1.,0 :0WL4H.DST - «- 10 7 i� INDUSTRIAL ENGINEERING SERVICES '550 V -84 ST' HI ALE.A■-• - FLA �E . 94'1. L179° '••�' 2.00 1.00 2.00 2.00 i.97 TWIN{-VEE PAMF I .027 "E 04C' 3CG44.136 ALUM. 4 24 GA. STEEL 40 4(51 Y.5. 035" .5.2=. .93' 1 5.03' 117017/11111 • 1 R•3.5 60 143' OKY::6'rYT PANFI MAT. - .055 POLY V Wei. CHLORIDE IAKN. ■ 11.:•,ST1_ 70 2 METi.L \ \ \ \ \\\ \\ \ \ \ \ \\ II d ' - TWIN - V EE ELF 1?Pv�1 =Ls r . . POOP T A . a 4TEA BEAN15 (TYP.'• 1 # � I 1 1✓It14 =GL. to GN E t;?Ar l 5 se 0 • k I o 9 0 LT 4. I !7 TEK SCRE "el . -i WA SHER C Arc "BR'ACE alp Y -•.IL" 5, F CARRY EF nr -1 5011 t :: ULE F:8. 406', IMLIM E1=l. Il-l- ;. F IC GCE- 3, HEAVY • REAMS RFAAA5 W j Z CC S \ I / FRONT._ EXTRUD GUTTER (5EE BE,M 5CH -) ak10TEK SCREW U6 E4- Q y� lAL:601•Naj02) 2- TIiiCU a • • v4[" 4 - Y1-' E5OLT6 COL. - cONNE (L 2r3i13" 'o9 • FASTENERS BY BUILDC• .Q lN.1510N SLL. TOOL - - '/Q8-K9 INC.- - ir) _ 4 4 - ' BARS �CNTINV �" o - J5 RE „ yF '.%6 - ° (10 eiv/F \ r4' ,-2409 PAR •# 10 5.x'.5• r IAl 12 yG, *AC> 5M6 . -REWS 6' yam 7-1<g.174-AV '1'EKS'SELF DRILLING. 3.00 " . ` 1, = , 2 #4>C 24-• DOWELS 1 - --- - - - - - - L •••. 1_ 'C. :7J 51116' �JC_HED 134 3)(3' COL. IOC e, 5'•EE:L- 2 STC: STEEL 2•0o' COL. TWIN -VEE PANEL - EXIST. STRUCTURE opr c IOHAL AVLK - ) ELA514It4C. 4#IosM5.. t '(1C - ;' T HRI) eoLTS H NGIN(� RAIL �OR GUTTER) 4 1 14 2 0046 2 " ' J PJ01 .-'��* I Fo artYi'rr -, ~^ 7 47-k BOLTS-, l5QLATED FOOTINICv .0507 AL117 , 4.T3o &s.13b A LU, SCROLL COL. .049.' 8 Gf1. .,STEEL ® 006 -T6 ROLL FORM \ �� COL. 2 "X 2 COL 6003 -Tb .0 2 : ` or.Ewh L •: f L . . �' 1.os" 1.03' . r -(0-7) 4 - 3/ Iq7 EOLTS 10) BOLTS COLUMN' CONNECTORS . * -NOTE. COL. CONN. SLIP FIT: INTC E? Tr - ' FLANGE of GUTTER. 06 4 H�•5 1/.4.-.t ' /' oer�e _ C:4RRY. :BE AM SCHEDULE ---,-- PI IJ IJ ■11 /- I • - MANSOD`( OR i I I}14 EvI6 D 111 i 000 -1 5 IN WOOD -16"C.0 F 1 /4 "TEK SCRfV �6" C. G. 4' BARS -SEE= v t Lw A-,A _C 7 DET,AI LS:.'. .1 _3.sD• 600" 9.00 C 4X 8 ' 4 -200' STEEL 2.00' .073" '.085' SCROLL LENC:TI-/ 10" 6063 -70 4,0: , - *',D S :• - %4= eal-T aEZ - 2- 'BOL-05* - -y'0`EIOt -j5 4 -11ALLJ 1 • L•h_ .j- -, - 1 Lo L7_ _2r -13-36 4-' 1.2-3$ �"N H . 3. 5. - - I �. a= :1s- 12�-- �' - ' A NY BEAIA 3) 1/ • LOWER FICCURe. .APPLIES WNEt1 PLASTIC PAI•IeLS .ARE ■s60 • - .50' �4,TkKALUM FOR 3' '4' 5r L. COL. • LASTMb ALLOY . • 319 -F PIPE COL. (.(/NN: 2-.30 .. 2.00 " .Iz ROLL-FORMED 3 -X4" • . L0` 2.9' LIsl4Hrb8 x.625" 6065 TO bib - -T6 O 4-X4X 3 /14, STL COL. O 2.5 .. r(3 5 Rt'LL rte« NIc[G'- : FASCIA . ' ,UTTER 3004- -H30 Cao4 -Hab; - . 3 -47 OR T I-* U 60L3 (3E£ SG HEG " Z-JS 38 'RED AN_HCR3 4.7'E x 6vTTEF • 60b;3 -Tb 'A' 1 = -_ THi3 sTRUGTVRt 19 ocsIGNE17'i3'( A�GORD.nN = 8. ' ITM- T448 50.1-1 -4 _ FLORIDA BUILDING CAD .. ' PLSIGN LOAD s 90` P. S. FP.. OEFLECT/Ct -I - REVISED. .. CQC.E. _.c7A. - re }47 LY_.6. -TS ALL SCt3F•v4'5. AND. 18,O4..TS SLlbi t ` . E. _OLUM1Nl.:1 $4 L] 2024 -;T4 OR la -- SER.IES".30C11 NON - -- MAGNETIC S'74.11-1L TkJ &L1;55 STEEL. 3- ALL "STEeL ME •BP"RS • '' --A:C Eau 4.T ELY PROTECt ED'AGAtNST ':OP.RO510N, W.TH• '_' N1 , 71,-+E. A A8aRO1R'F1TE M e7H2DS AS SPECIF■£O ltv X523, - AWMtNUM G NTACT* b 8i- . SHALL Be.. PRGTf`LT$C� ••4. -3 - �`n 4. D400 CoU1'V ADPROVaI:■ 1.4 - 70 -LL5. 1 -•r . -. - ALL „-ANCHORS TO BE • "RED 1- IEP. - D?. 64Ut∎1. - COLUMN SC.4•4E0UL = 1-1l.1MSER S. 1, Z _ .. 3 . 4; 5 • �eFER "17•"" SEC'..T 31-I0WIJ UNDER "COLUMN C•T.WLS _12,RRY ®EAM_SPA•`4 1 0 \>,/ C ORP WILLIAM iN, MEYERS ♦2 SVLS - • 9.7G' c.`•I' •: 2076 51/4.ALDtN S5ECIALTIESt 0 t4 227 TOWN% EAST iSLV9. • FO. 2O% 163. •E9d1It7E , TBYA•�• '+1) -••'q I YPICAL HEAD AND SILL ANCHORS FOR MULLED , ,WINDOW _ --- " WI TM MULLION CL'"o :`FOR SERIES: 4000 SH,`: • p ATW, 200 HR, 6000 Fl;. _D GLASS, AND 700 CASEML01T° rP "G. MULLION 1x2 OR ix4 COUNTERSINK FOR #10 F.H. S.M.S. (SEE NOTE /2 FOR QT.) MULL CUP_ (SEE NOTE # ) NOTES: 1. CUT FLANGES OFF OF MULL CUP TO FORM A "U "- CHANNEL AND INSTALL AS SHOWN. 1 122" MIN. PENETRATION TYP. MULL CUP • 1x2 OR 1x4 2. (2) S. M.. S. ARE NEEDED FOR EACH SIDE IN 2" MULLION SPACE S. M.S. AS NOT TO INTERFERE WITH EACH , OTHER ON OPPOSITE SIDES OF MULLION. - SPACING IS SHOWN FOR 4" MULUON. • • #10 c"u. S.M.S. (3 JNE SIDE (2) ON OPPOSITE (so AS NOT TO INTERFERE WITH EACH OTHER.) SEE NOTE /2. TYP. MULUON 1x2 OR 1x4 L7/4- mu. TYP. WINDOW FP.AME SH, ATW, HR, FG. 3/16" TAPCON 1 1 /2 " MIN. PENETRATION. TYPICAL MULLION TO MULLION INSTALLATION TYPE "A". 3. ALL FASTENERS ANCHORING MULL CUPS TO OPENING, MIN. 3/16" TAPCON x 1 1/2" PENETRATION INTO CONC. - OR :. . BLOCK STRUCTURE. ALL FASTENERS MUST BE DADE COUNTY APPROVED. 2 1/8" BOTH. MULLS 110 F. H. S.M.S. (3) FOR 4" MULLION (2) FOR 2" MULLION SEE NOTE #2. 10/rails-T. Famolch ekt1I, P.E. Structural DeIQn; Inc. 12820 SW .122 Ave. Mi8in1,41 33186 P.C.T. MULLION 1x2 OR 1x4 P.C. T. MULLION 1x2 OR 1x4 WOOD BUCK REMOVED TO CONC. NOTE: . (2) S.M.S. ARE NEEDED FOR EACH SIDE IN 2" MULLION SPACE S.M.S. AS NOT TO INTERFERE W!TH EACH OTHER ON OPPOSITE SIDES OF MULLION. SPACING IS SHOWN FOR 4" MULLION. r NOTE: 1. (2) S. M.S. ARE NEEDED FOR EACH SIDE IN 2" MULLON SPACE S.M.S. AS NOT TO INTERFERE WITH EACH OTHER ON OPPOSITE SIDES OF MULLION. SPACING !S SHOWN FOR 4" MULLION. TYPICAL MUL • TO. STRUCTURE WITH WOOD BUC! WOOD BUCK WOOD BUCK CONC. TYPE "B". (3) ONE SIDE (2) ON OPPOSITE (SO AS NOT TO INTERFERE WITH EACH OTHER.) SEE NOTE 11. 2 l /8" BOTH MULLS #10 F.H. S.M.S. (3) ONE SIDE (2) ON OPPOSITE (SO AS NOT TO INTERFERE WITH EACH OTHER.) SEE NOTE 11 . 2 1/8" BOTH MULLS 0 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. TYPE "C". By 3 3/4 FOR 1x4 i 3/4 FOR 1x2 OA 2. ALL FASTENERS ANCHORING MULL CUPS TO OPENING, MIN. 3/16" TAPCON x 1 1/2" PENETRATION INTO CONC. OR BLOCK STRUCTURE. ALL FASTENERS MUST BE DADE COUNTY APPROVED. WOOD BUCK # 10 F.H. S. (3) FOR 4" MULLION (2) FOR 2" MULLION SEE NOTE /2. 2. ALL FASTENERS ANCHORING MULL CUPS TO OPENING; MIN. 3/16" TAPCON x 1 1/2" BLOCK C ALL C FAS R TENEREPRODUCT RENEWED MUST BE DADE COUNTY APPROVED. Cog _ QZZ3 ) ACCEPTANCE Na EXP • T1ON DATE r1 ' ' + 001 PRA 6 UCT CONTROL DIVISIO BUILD . • DE COMPLIANCE • APPROVED AS COMPLYING WITH THE SOUTH FORIDA :UILI CODE 9 ROOUCT CONT OL DiVISIO BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0' • n3 WOOD BUCK 110 F.H. SM.S. (3) FOR 4" MULLION (2) FOR 2" MULLION SEE NOTE - L2.. DWG.# M95 -02 MULUON ANCHORING CONDITIONS 1 , 1 1_ .1. 1 H si um" ,_ i i —}_ . _.. _ _ _ ... Rokli i• 1 1 - 1 ' 11111■ ■ ■ ■■ ■■ - --= -. . -7.1 - -- - r 1� + U— le ■ I . . ■ . ■. ■ il , ■ ■ -. .. i - • ■ ■� - - -- PI 1 .. _. 1 111 I : 1 ! I 1 i ■ 1 __ - .� - .. .. . -_ _ -. _ -a - r . r — I--- - II -I _ -- , ■ �■ ■ ■■■ ! t. I - _ -- , lagg _ -1 i _ LL- ! i_ 2 4 o e >- .., -- _ ! 1 1- --11 :' II311 1 , , .1. 1 H —}_ . _.. _ _ _ ... i• 1 1 - ;-- r rl 1 _ 1 -7.1 1� ■ I . . . ■. il , ■ -. .. i - • ■ ■� - - -- PI 1 .. _. 1 - I : 1 ! I 1 i ■ I , , —}_ . _.. _ _ _ ... - 1� I; il , ■ ■ ■� PI 1 1 II , ■ ! t. I -- , _ i :' II311 lin 4 : 60 5 0 0 Chi_ sr+re -t Mull Clip Calculations Ope&ios Width • • 55.000 35 000 Opcoio$ Width 1a Who (Mulls MUST be rod lop boaom.KSt d YfVST br •nacbcd 4' from each end*" O.C.; 8 = — -1- 20.000 - 026.000 - - 50.000 - 0-64.000 ■We- 76.000 -0 -96.000 2 /r ?/ ?S F kb Structural P.E. Strr�ural D9s n 12320 SW 122 Ave. Miami, FL 33186 160 150 140 130 120 110 • 100 • 90 to 70 60 50 40 30 S 1. Inehn ■31.375 -4f- 50.621 — tr- 56.000 ••63.000 ••••-X■76.000 —+ $0.000 — - 96.000 No Shim Space Mull Clip Calculations PRODUCT RENEWED ACCEPTANCE Naq p - 62 2.3 . 1 D EXP • ATION DATE : ' ' v..... !r By BUILD APPROVED AS COMPLYING WITH THE SOUTH FLI'RIDA :UILDI : CODE t , � 9 . DAT , �•�3 �. = i' ODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. - 6615:n PR UCT CONTROL DIVISIO 8 Dwg. # M95-02 Sht. 2 of 3 ODE COMPLIANCE -+- 20.000 - -0•26.000 —x- 30.000 •tr■64.000 - 76.000 ' "•096.000 W W H. GLAZING PRODUCT Hi • TYP. MULLION \ GLAZING PRODUCT GLAZING PRODUCT ES: #6393 W FH SMS MAX. 6" )M • CORNERS AND ?AX. 24" O.C. NOTE #1. W 1. (3) PER JAMB UP TO 38 3/8': (4) PER JAMB OVER 38..3 .B " UP TO 84'1 (5) PER JAMB OVER 84" UP TO 96". (6) PER JAMB OVER 96 - . TYP. W2 (2) WINDOWS MULLED TOGETHER #9364 /6393 A.T.W. #219 16393 # 9454 #9364 GLAZING PRODUCT TYP. MULLION GLAZING PRODUCT H2 = (W /2) (1) WINDOW MULLED W /ONE ABOVE #6393 H.R. /219 HI • ANCHORS: • TYPE. "A". - 8 " OR "C,. 1637 #10 FH SMS MAX. 6 FROM CORNERS AND A MAX. 24" 0.C. . SEE NOTE 11. #219 #10 FI-1 SMS MAX. 6" FROM CORNERS AND A MAX. 24 O.C. SEE NOTE 11. H2 = (W /2) 1 WINDOWS MULLED W /ONE ABOVE • MULLION ARRANGEMENTS CAN BE AS SHOWN :OR , ...ANY COMBINATION OF THE ABOVE. • S.H. /10228 W2 #9454 /6379 16379 #9364 #10228 ANCHORS: TYPE A ". "8 " OR 'C C.S. #70228 f Zfrys — Farrotdl Resekhl, P.E. Structural Des? , Inc. 12924 SW 122 Ave. t�AtamI. FL331186 W1 W2 W3 110 FH SMS MAX. 6" FROM CORNERS AND .A MAX.. 24" O.C. SEE NOTE 11. #8342 H2 = • (W /2) (3 WINDOWS MULLED W /ONE ABOVE PRODUCT RENEWED ACCEPTANCE No- R- OZ 2 3.) b #9454 # 10228 By P #936 #8342 #8342 110 FH SMS MAX. 6" FROM CORNERS AND A MAX. 24" O.C. SEE NOTE /1. H2 H1 EXPIRATION DATE R •.•U CONTROLDIVISIO CODE COMPLIANCE 'pie #9454 F. G. APPROVED AS COMPLYING WITH DIE SOUTH FLORIDA BUILT NG CODE DAT .��. /t - _� 19 • r PRODUCT CON " •01 DIVIS10 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO C 15 - 6675. 63 DWG.# M95 -02 MULLION CONFIGURA17ONS SHEET i of 3 12/11/95 W H • GLAZING • PRODUCT TYP. MULLION TYP MULLION N s GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT ES: #6393 W FH SMS MAX. 6" )M • CORNERS AND ?AX. 24" O.C. NOTE #1. W 1. (3) PER JAMB UP TO 38 3/8': (4) PER JAMB OVER 38..3 .B " UP TO 84'1 (5) PER JAMB OVER 84" UP TO 96". (6) PER JAMB OVER 96 - . TYP. W2 (2) WINDOWS MULLED TOGETHER #9364 /6393 A.T.W. #219 16393 # 9454 #9364 GLAZING PRODUCT TYP. MULLION GLAZING PRODUCT H2 = (W /2) (1) WINDOW MULLED W /ONE ABOVE #6393 H.R. /219 HI • ANCHORS: • TYPE. "A". - 8 " OR "C,. 1637 #10 FH SMS MAX. 6 FROM CORNERS AND A MAX. 24" 0.C. . SEE NOTE 11. #219 #10 FI-1 SMS MAX. 6" FROM CORNERS AND A MAX. 24 O.C. SEE NOTE 11. H2 = (W /2) 1 WINDOWS MULLED W /ONE ABOVE • MULLION ARRANGEMENTS CAN BE AS SHOWN :OR , ...ANY COMBINATION OF THE ABOVE. • S.H. /10228 W2 #9454 /6379 16379 #9364 #10228 ANCHORS: TYPE A ". "8 " OR 'C C.S. #70228 f Zfrys — Farrotdl Resekhl, P.E. Structural Des? , Inc. 12924 SW 122 Ave. t�AtamI. FL331186 W1 W2 W3 110 FH SMS MAX. 6" FROM CORNERS AND .A MAX.. 24" O.C. SEE NOTE 11. #8342 H2 = • (W /2) (3 WINDOWS MULLED W /ONE ABOVE PRODUCT RENEWED ACCEPTANCE No- R- OZ 2 3.) b #9454 # 10228 By P #936 #8342 #8342 110 FH SMS MAX. 6" FROM CORNERS AND A MAX. 24" O.C. SEE NOTE /1. H2 H1 EXPIRATION DATE R •.•U CONTROLDIVISIO CODE COMPLIANCE 'pie #9454 F. G. APPROVED AS COMPLYING WITH DIE SOUTH FLORIDA BUILT NG CODE DAT .��. /t - _� 19 • r PRODUCT CON " •01 DIVIS10 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO C 15 - 6675. 63 DWG.# M95 -02 MULLION CONFIGURA17ONS SHEET i of 3 12/11/95 .250 --- MAX.. TYP. HEAD, SILL JAMB 1.250 4 4 a .4 1 x WOOD BUCK • a A. c #12 PANHE4D , 7�G %�z9 /y .250 MAX. 1.250 _ . TYP. HEAD, SILL JAMB Revision:: Material: Brawn By: D. e. Revised By: D.B. Vendor Ifo.: Dote: 2/ 16/98 1/29/99 Sc N.T. S s = -' 1 imr ».,., �.. d ad, H./ (.1... -• progressive l Vii... / ?err C-okre Gar w• Classification: (Prod. Cop gory. IScricsAlodel: 70 7 Oescription: TYP. PICTURE WINDOW ANCHORAGE Address: P.O. BOX 1529 NOKOMIS, FL. 34274 "sits: B Item: ANCH. sn L Growing 11o.: 4214 2 x WOOD BUCK AP ?ROVED AS COM PLYING WITH SOUTH FL RIDA BUILDING CODE DA.T BY PROD ' T C ' <ic0, C' S C BUIL G COLE CC'... L: ;CE OFFJ ACCEPTANCE JIG 11 •01 2.784 1 .437 1 1 2.784 APPROVED AS CO :FLYI: ;G W:TH THE SOUTH FLORIDA eU:;O; : ;G COP_ DA" L) l EY eU ;lo;(iG CUD= Cam..........`;cE GrF :CE ACCEPTA!:CE NO 0 q 2-1 $. k -- 7/16" (.454) W /MONSANTO INTERLAYER 7/16" (.454) W /DUPONT INTERLAYER Revisions: Material: Drawn By: D. 8. Rovisod By. D.B. Vcndor No.: Oate 2/16/98 1 / 29/99 Scat N.T. S .. MI MA x.....zie.. d o.W H•/ Ldo.... I series /Mode : 7 Cie ssilicoNon: Oa :crip Lion: SECTION VIEWS - HORIZ. & V /ERT . (Prod. Ca sv7A Addro:s P.O. BOX 1529 NOKOMIS, FL. 34274 sits: B Item: e•A _ SECTS. 3 Orawing ilo.: 4214 /progress., e LILA ' " techro.'- ITEM DESCRIPTION V.T.# QTY. /LOCATION . VENDOR VENDOR NO. 1 Frame Heod & Sill 612241 1 ea. Alumax AF -12241 2 Frame Jombs 612242 2 . Alumax AF -12242 3 ..688 x .500 Channel Glaz. Bead 6533402 4 - - Alumax AF- 533402 . 4 Seom Sealer 6SM55W Schnee Morehead SM5504 5 Closed Cell Foam Tope #8 x 1.000 Ph. Pn. SMS 61308 781PQA 4 (between bead & glass) 8 (Frame Assy. screws) • Stik —Il Merchants Fasteners 1308 6 7 Silicon Bock bedding 62899C Dow Corning 899 8 7/16" (.454) W! /MONSANTO INTERLAYER 1 • P. 9 7/16" (454) W/DUPONT INTERLAYER 1 H.P.G. 10 ; 6 x .875 Ph. Fl. Self—to • 7PWSW Bead screws. 2 1 2" from end, 20" centers Fastec • Revisions: Material: °rorn By: D.B. Revised By: D.B. Vendor No.: °ate: 2/16/98 ° 1/29/99 Scale: N. T. S. of Gloa., 1.171 clossircation: prod. Catego Series /Mader: I I PvT 701 progressiveg S "°technology r. �n.� .1 sr +.+ t u C. ►m—. Item: S ^.e:: 2 4 c! °ascription: PICTURE WINDOW _- Address: P.Q. BOX 1529 NOKOMIS, FL. 34274 Site: B orowinq No.: 4214 Rev.: A APPROVED AS COMPLYING SOUTH FIRRIGA BUILDING COG= DAT fs' . 2'0����' S— 8Y I/ PROOU i %11301 CI''! BUILDING CODE CO'Af L: ;-NCE _ : ;CE ACCEPTANCE NO. ° ei ' �' 96.000 MAX. r 6.250 ti 17 . 7517.750 MAX. ON CENTER 48.000 MAX. —•— 16.500 MAX. ON CENTER 6.750 , LARGE MISSLE MPACT WINDOWS 1.) GLAZING: 7/16 (.454) LAMINATED. W /INTERLAYER . (3/16" HS /. 090 FILM/3/16" HS) 2.) CONFIGURATIONS: 0 • 3.) DESIGN PRESSURE RATING: +90 P.S.F., —90 P.S.F. 4.) ANCHORS: 6 1 /4 " FROM EACH 6 3/4" FROM EACH SPACING AT HEAD & SPACING AT JAMBS: MAX. MAX. MAX. MAX. 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED • 5.) REFERENCE TEST REPORT: FTL -1971 CORNER (HEAD & SILL) CORNER (JAMBS) SILL: 17 3/4" 16.500" APPROVED AS COMPLYING '/.'r ' SOUTH FLORI`,I.i HU;lD; iC COO: OAT sr P1 C'' i;' :i: EU71 : :r ct C ,, . .CCC ?... ::cc:. DZl $ . ti, Revi:io'rts: Material: oro,n By: D.B. Ravi;ed B/: D.B. Vandor lio.: N.T.S. One: 2/16/98 Data: 1/29/99 . . MI J 1 1_t 1 J---1 O7 Cie ; ;:Gcctior.: 'Prod. co 0e; trip Lion: Series /M 701 IMPACT PICTURE WINDON/. (Q) Iddras ;: P.O. BOX 1529 NOKOMIS, FL. 34274 ELEV. , 1 size: °rowing /lo.: B 4214 'progressive �' 'techno!og. a..r of 4 # 10 PANHEAD • , , . . • . _ • • 1.250 MIN. • • < .250 MAX. TYP. HEAD, SILL JAMB _11.250 . 41 . . 4 • i,=;12 PANHEAD - 6 MAX. TYP. HEAD, SILL JAMB • • < 4 2 x WOOD BUCK • 2 x WOOD BUCK 3/16' .TAPCON NO C 'SINK REQ. TYP. TAPCON NO C'SINK REQ. .250 1.250 • MIN. • i . , • • 4 1.250 MIN. • z d . : • 4 • 4 1 x WOOD .250 BUCK MAX. - HEAD, SILL JAMB x 4 WOOD BUCK TYP. HEAD, SILL JAMB D.6. Rcy;d D.8. Vendor' tio.: NOTE: REFERENCE TEST REPORTS & COMP. ANALYSIS SHEETS FOR ANCHOR SPACING & STARTING POINTS. rick Ch tly: Oct-. 9 "5/08 1/12/99 • Scale: APPROVED ts:i COMPLYING WITH THE SOUTH FLCO,I3.; •II:LDING CODE DAT: 32\ 10::!.1 1../ 2 9, y -- FRODUCCAITROI.. DIVISION BUILDING CODE CO:,;PLIAIICr• GEFICE ACCEPTA■ICE. 0501 - I progrossi VC 1;1 e C ri 0 0 .::,1 T T T • r. f t. t .1_ 7. r rod. Cc ;.....cjo / rj: IScr: 0 0 A NCH. z cr 4 1 TYP. CASEMENT AN CH 0 F-? imdres.. BOX . 1529 Ise:, pro 7ing No.: 5X NOKOMIS, FL. 34274 1 B 339 1 1 7 74.00 MAX. 1 • • 1.182 2.000 7 SECTIoN A A lEALL MCI-NESS .062 .250 MAX. SHIM SPACE •2.59 - 0 4 X. SHIM 'SPACE 1.924 / WALL - THICKNESS .050 H.1.837 if GLAZING OPT/ON: 5/1 67.350) W/MONSANTO INTERLAYER _ . OR - 5/1 6"(.350) VyYDUPONT INTERLAYER Ieriol: ire wn ex: 1.260 0o 63.00 MAX. SECTION B-B 4.028 THCKNESS .062 .657 NOKOMIS, -FL.. 34.274 - • Prod. Co:e.2ory.: I Seri x(od -!: 0 j SECTS. APPROVED AS COMPLY:!:(,' vi:TH T!iE SOUTH FLOR!OA EU!LO'd4C: CE LL DATE?at-N-3.324\EX E( PRO3UL_C:7NI.ROL D;V:S.C;;; .CODE COMP:AL:4CE 0::CE ACC:°TA110 ii0 5 Revi.; cd ey.D B. ;?/13/98 Vendor (to.: a a 1/12/99 001 1HORIZONTAL & VERTICAL St ot IONS T . scot- — 1A 4 fress: P.O. BOX 1529 e: IDrowing 339 2.000 ITEM ' - VT::. // DESCRIPTION QTY. LOCATION VENDOR VENDOR # 1 644588 FRAME HEAD, SILL, JAMB Q] INDALEX GAS -44588 2 69999 FRAME MEETING RAIL ' 1 0] 1 ALUMAX . AF -9999 3 69514 SASH HEAD SILL JAMB oral ALUMAX AF -9514 4 781P0A 8x1 SCREW PAN HD. QUAD. 24 16, main frome sosh ass . screws FASTEC IND. . 5 7CORNMLG LG. MAIN FRM CORNER KEY 4 Q] PRECISION FAB. 6 7CORNMSM SM. MAIN FRM SASH CORNER KEY 12 8 ] PRECISION FAB. 7 40712 PLASTIC MAIN FRM. CORNER KEY 4 in VINYL —TECH. PGT• 8 60200K W. STRIP .190 x .200 QLON Q2 in vent to • rail SCHLEGEL CORP. Q200x 7 9.0 9 6Q 150K W. STRIP, .190 x - .150 QLON - 6 3 'of vent bottom & side roils SCHLEGEL CORP. Q 150x 190 10 6FRMBK MAIN FRAME BULB WEATHERSTRIP 4 4) in main frome PROTOTYPE PLASTICS FP— 176 BLAC: 11 4.9004 SASH LOCK 2 2F I.h. fr. 'omh 12 ' from ends VINYL —TECH. PGT 49004 12 7KEEP SASH LOCK KEEPER 2 2) 'vent mto roil 12" from ends TRUTH HARDWARE 208000 13 7CAOR /L CASEMENT . OPER. RT /LEFT IIRQ p lower ri ht frame corner I TRUTH HARDWARE 23 —79 —23 —00: 14 7TRAK OPERATOR GUIDE TRACK QQJ 1 per o era for TRUTH HARDWARE 30175 15 7CEHG STANDARD HINGE QQ C ri ht frome corners TRUTH HARDWARE 35. 10.00. 101 16 710516PPA 10x5/16 SCREW PAN HO. PHIL 12 6] o.erotor hinge tral; screws' MERCi -!ANTS FASTENER 17 5/16" (.350) W /MONSANTO INTc RLAI ER H.P.G. 18 5 16" .350) W DUPONT INTER LAYER EMI H. P.G. 19 6534571 EXTRUDED GLAZING BEAD 8 4 I ALUMAX 534571 20 62899C SILICONE DOW CORNING 899 21 6SM55W SEAM - SEALER SCHNEE — MOREHEAD SM550 4 22 617 VINYL BULB WEATHERSTRIP 8 (4) TEAM PLASTICS TP -2 4-8 T YPEA1 ^ t_fA lt: FRAM: ry TYPICAL SASH CORNER NOTE: QTY'S IN BRACKETS ARE FOR X CONFIGURATION IV/cm/orr f lu.: F LnaxL.: a C.. H,/ [...1,,,, W+t •`L:, 5l ■..,,-: • CM .+ C%--- .... • t Iplod. (� oly: 1 5 -714'. ..,.„ :' i~ I lien:.' c .� ,r y ,lfOfCn CI: �I45'i;rco GG.�: iRcyi. U Do! 3 CASEMEN I XX i D. B. 1 / 12/ 99 i. — j Address: P. U BOX 1529~------ -IS;_ I \I l C i r, lnvnA /IC T "d'77,t i '.,.. i •_• __'• "'•p ,�. ... f ? = F.G';ED :� CQ`; .l:.i:,. -. SOUTH r'! G':3 @�•:! ! '� G Y P?.CQUc O; ;IRI_ CSI'': •G:; E::I'.DING CODE C4:. _f:-..._E A.CCE?jP`CE NO. _ --- - -- .5.5q :::h._.. 63.000 VAX. 62 50 5.000 11.000 --- CENTERS 4.000 —1 1 j\ T I !\ / \ / / /'N / \ 35.125 74.000 • MAX. -- 4.000 F– I { -- 4.000 35.125 LARGE AlISSLE I +PACT WINDOWS 1.) GLA21NC: 5/16' (.35o) LAMINATED ft /DUPONT 1NTERLAYER (I/57.090/1/8) GLAZING: 5/16" (.350) LAM/NATcD tv /1f,NSVNTO !NTERLA; ER (1/57.090/1/5) 2.) CONFIGURATIONS: X., XX 3.) DESIGN PRESSURE RATING: 75 P. S.F., -75 P.S.F. 4.) ANCHORS: FRO.'.! &;CH CORNER 2 ANCHORS APAf?T, 4' FROM EACH MEETING RAIL 1.! .. SPACING AT HEAD L SILL:' 1 1.000 !•% ' SPACING AT JAM9S: 1 1.000 5.) SHUTTER REQUIREMENT: 110 S: GJ1T =RS REQUIRED C.) REFERC.JCE TEST REPORT: F1L -22 f6 5.000 } r 5.000 11.000 SPACING 5.60 .rc.,•n Ly: 1<ovi>cd Eft 1 D.B. • 72.000 M AX. 5.000 7YP. 8 I &r21 I 32.000 MAX. f 11.00n e :Y SPACING 1 5.000 -I APPROVED AS COI.; ;`..,. SOUTH F'_ORIO ? D -T J �'.1() l J . =.!� - EY - /_`�i� - ✓ r �' � EU1 G CU CODE CO:: ?_:; :E ,•.3-'0.25C) ',•.3-'0.25C) D� i ACCEPTANCE NO C1 .0 ; Cc. ,ory: 1 5 ' o is /oo ; /•:. :!_,. i h . .. a. _- / I "r `' 2/1.3/93 i712/99 FRONT FROT VIEWS, ELEVA, T101\L_. _( X) Sccfo: P.O. BOX 1529 ice: Drc��ri^ N.3.: 3 1\1. T. Si ��orol,�Is, FL. 34274 f3 .3 9. i ITEM DESCRIPTION -- 1 DOOR HEAD /SILL 2 DOOR JAMB (HINGED) 3 DOOR ASTRAGAL 60375 60376 60377 4 .250 x .187 FINSEAL STRIP 5 DOOR W –STRIP CHANNEL 6 FRAME JAMB 7 FRAME HEAD 8 GLAZING BEAD (ROLL FORM) 9 OUTSWING THRESHOLD 10 5/16x18 THREADED ROD 11 TRUSS CLAMP 60379 60380 612376 65170 612375 6TR0DA 60378M 4 (1 /door too & bot. rail) 8 (2 /ea. door top & bot. roil 12 5/16x1/16 TRUSS WASHER 13 5/16x18 TRUSS NUT 14 FRAME SCR. COVER CAP 15 STRIKE PLATE 16 STRIKE PLATE INSERT 17 10x3/4 SCR. FLT. HD. PHIL 18 HINGE ASS'Y. 71034A 7FRM0W 6 (3 /frame iambs) 19 10x1 FLT. HD. PHIL 20 l Ox 1 /2 FLT. HD. PHIL. 21 TOP BOTT. 'SLIDE BOLT LOCK 41720 22 6x1/2 FLT. HD. PHIL. — 7612FW 23 8x1 1/2 SCR. PN HD. QUAD. 24 SEAM SEALER 25 LOCK SUPPORT ASS'Y. 26 6x3/4 FLT. HD. PHIL. 27 .200 x .190 OLON 28 .375 x .190 QLON 29 3 POINT LOCK ASS'Y. 30 LOCK (ACTIVE 31 LOCK (DUMMY) 32 DEAD –BOLT LOCK 33. :4Q1 LAM. W MONf ;ANTO 34 SILICONE 35 36 37 38 39 #12 Ph. Pn. SMS 1 /4 " TAPCON .401 LAM. IN/DUPONT .464 LAM. W /DUPONT .464 LAM. W MONSANTO /0/ 7WASHA 7JNUTA 41722W 7FRSPX 6Q200K 60300W FD3PTAY 7L0KAP 7L0KIP 7BLTIP 62899C Revisions: ifateria,: Drawn B D.B. Revised By: D.B. Vendor No.: V.T. # QTY. /DESCRIPTION ALUMAX ALUMAX ALUMAX 67924G 8 - (2 /each door top & bot. roil) 8 (2 /ea. door top & bot. rail 8 2 /ea. door top & bot. rail 41721 710X 1 W 26 6 /hinge – hinge –door jamb 710X12PPW .30 ' 5 /hinge &hinge –frame jamb 781 12A 12 (6 /head & sill) 6SM55W 4UBL0K 3 1 /lock) 7634F 6 2 /lock support asst'.`) Date: 2/16/98 Oota: 1 /22/99 Seat N. T. S 2 1 0 top /bot. of 1.h. astragal 4 2 /slide bolt locks) 5 1/astragals,fr. jambs & head) 4 1 /astragals & frame jambs) 1 r.h. astragal 1 0 r.h. astragal 1 @ r.h. astragal ® r.h. astragal Classification: Prod. Got 0 VENDOR SCHLEGEL CORP. ALUMAX ALUMAX ALUMAX FLORIDA SCREEN' ALUMAX FASTEC INDUSTRIAL ALUMAX FASTEC INDUSTRIAL FASTEC INDUSTRIAL VINYL TECH. CAMCORP VINYL TECH. MERCHANTS FASTENER NATIONWIDE IND. MERCHANTS FASTENER MERCHANTS FASTENER VINYL TECH. MERCHANTS FASTENER SCHNEE MOREHEAD FASTEC INDUSTRIAL VINYL TECH. FASTEC INDUSTRIAL SCHLEGEL CORP. SCHLEGEL CORP. VINYL TECH. HARLOC HARLOC HARLOC H.P.G. DOW CORNING H.P.G. H.P.G. H.P.G. MIN Y....st.m .r 0.01", 1+91 wc..... progressive=Ass technology 11...4-.._1' * 0— .. s..b.. Series/Model: 101 Addr"s: P.O. BOX 1529 NOKOMIS, FL. 34274 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 1 BY PROOUC • ROL DIVISION OUILIli G CUTE COMP(;ANCE Off:CE AcccPrA : :Q r: C 2• 0/ Size: B VENDOR # AF -10375 AF– 10376 AF-10377 FS7924 -187 AF-10379 AF– 10380 AF-12376 AF– 12375 AF -10378 41722W 41721 41720 SM5504 4U8L0K Q200X190 0375x190 FD3PTAY 100 880 820 899 Item: !Sheet: 1 4 of 4 Description: FRENCH DOOR — XX Oro wing No.: 971 - Rcv.: C I.56J • *. • • Mrv. _ 1 x W000 BUCK 1/4" TAPCON TYP. HEAD TYP. JAMB TYP. SILL l/ 4© 6 /12 FLATHEAD TYP. HEAD GROUT MUST TRANSFER SHEAR LOAD TO SUB. t, — 1 }— 1 x W000 BUCK TYP. JAMB ; ft 1/8 ANN. .092, 3/16 ANN. " L4, W/MONSANTO SAFLEX PYB INTERLAYER OR .401" LAX!. W/OIJPO?IT aliNTER1 AYER SEE NOTE j ON 2:LEFT 1 DESIGN PRESSURE RATING: ±60 .250 MAX. SHIM --- 3.000 -I SPACE Vendor No.: Dole: 2 /16/98 ° 122/99 sc.I.: N.T.S 1.489 C ssilicoUon: 3/16 ANN. .090 3/16 ANN. Addre—: P.O. BOX 1529 NOKOMIS, FL. .34274 TT - .250 hfAX. SHIM 3.000 SPACE 1.489 464" LAM. YVMONSANTO SAFLEX PYB INTERLA_Y_Le OR .464" LAM. wiopotn Rurm ITE INTERLAYER SEE NOTE ,5 ON SHEET I DESIGN PRESSURE RATING: ±75 psf, APPROVEO AS COMPLYING WITH Thr SOUTH FLORIDA BUILDING CODE OAT /r . 7q CY . PRODUC DV;;; v:i e GUILD= CODE COMPLIANCE OFFICE ACC€P1ANCE f - 62 / 2 (i - el Size: °" iENCH DOOR — XX r pro ti gressive r eZ ISO technology LLi itrukcLew .1 0.4V }V .1 J.-L.44 a C.A. Ch. Prod. Cc:_itwo SeriesAlorlo 1 Item: Drawing No.: 971 Sheet: 3 0, 4 R ay.: C 95:750 93.625 .489 EXTERIOR ROUGH OPENING 1.272 4.000 4.000 ROUGH OPENING SEE SHEET 3 FOR ANCHORS .250 --- MAX. SHIM SPACE 3.000 1.750 1 )79 1 .250 MAX. SHIM SPACE 84 3/4" DAYLIGHT OPENING VERTICAL SECTION INTERIOR 1.489 .250 I MAX. SHIM SPACE 3.000 ----I ROUGH OPENING 34.625 TYP. BOTH PANELS ACTIVE PANEL 25 " — DAYLIGHT OPENING INTERIOR 71.750 EXTEPIOR HORIZONTAL SECTION Revisions: Material: Ora Nn E1j: D.B. Revised By: D.B. Vendor No.: 1.750 Oae: 2/1 6/98 1/22/99 scat.: N.T.S INACTIVE PANEL CIas]i /icotion: x...+xe... a drry }Si ['darn. Prod. Cat f Series /Mo 1 Description: FRENCH DOOR — XX Address: P.O. BOX 1529 NOKOMIS, FL. 34274 Sire: —11.4801-- .250 MAX. SHIM SPACE ROUGH OPENING APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE i t BY PROOUC D.'i S �a BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE 57- 0 /U-0/ progressive technology Ihritc4+. d R..S^r • C. ' a.. w....• 'km: SECT. Growing Ho.: 9 Sheet: 2 e1 4 Rev.: C T i / \ / \ / N / / N / ■ ( ti? C9 \ \ \ \ / / \ \ - // \ / / - / \ \ / / / \ '� / , I I 95.750 AuX. 7 1/2" ---I X 37.500 44X. —13" — MAX. ON CENTER TYP. HEAD & SILL —7 1/2" r -5 1/2" 13.5" 135" t TYP. MAX. 5 1/2" 1 SEALANT ON FRAME CORNERS & PANEL CORNERS 7 1/2" -- 95.750 ,tux. 7 1/2" --� r 13 "-- MAX. ON CENTER TYP. HEAD & SILL XX 71.750 mAx 7 1/2" n :visions: Materiel: Crown Uy: D Revised Py D. B. Vendor Ho.: —7 1/2" 13.5" 5 1/2" 13.5" 1 TYP. MAX. 5 1/2" -1 SEALANT ON FRAME CORNERS & PANEL CORNERS Dote: 2/16/98 Date• 1 /22/99 seer N.T. S Classification: Description: • LARGE MISSLE IMPACT DOORS I.) GLAZING: .401/.464 LAMINATED W /INTERLAYER (MONSANTO OR DUPONT) 2.) CONFIGURATIONS: X. XX 3.) DESIGN PRESSURE RATING: 3o) .464 LAM.: +75 P.S.F. —75 P.S.F. 3b) .401 LAM.: +60 P.S.F. —60 P.S.F. 4.) ANCHORS: MAX. 7 1/2" FROM CORNERS (HEAD & SILL) MAX. 5 1 /2 " FROM CORNERS (JAMB) MAX. SPACING AT HEAD & SILL: 13.000 MAX. SPACING AT JAMB: 13.500 5.) NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FTL -2241 r r progressive 1" J E• technology kal Ya.+c�w d Ys..4+cd.w .r O..+fr H./ [door.. Prod. Ca Series Model 101 V FRENCH DOOR — XX, X Address: P.O. BOX 1529 NOKOMIS, FL. 34274 Size: APPROVED AS COMPLYING WITH ME SOUTH FLORIDA BUILDING CODE OAT . -c4w j_/1 _. 19 '9 PROM) 0 CJ BUILDING COLT COMPL;ANCE OFFICE ACCEPTANCE NO. - 0 / if- °L Ite ELEV. Growing Ho.:. 971 Sheet: of 4- Rev.: / \ / \ / N / / N / ■ '\ 95.750 AuX. 7 1/2" ---I X 37.500 44X. —13" — MAX. ON CENTER TYP. HEAD & SILL —7 1/2" r -5 1/2" 13.5" 135" t TYP. MAX. 5 1/2" 1 SEALANT ON FRAME CORNERS & PANEL CORNERS 7 1/2" -- 95.750 ,tux. 7 1/2" --� r 13 "-- MAX. ON CENTER TYP. HEAD & SILL XX 71.750 mAx 7 1/2" n :visions: Materiel: Crown Uy: D Revised Py D. B. Vendor Ho.: —7 1/2" 13.5" 5 1/2" 13.5" 1 TYP. MAX. 5 1/2" -1 SEALANT ON FRAME CORNERS & PANEL CORNERS Dote: 2/16/98 Date• 1 /22/99 seer N.T. S Classification: Description: • LARGE MISSLE IMPACT DOORS I.) GLAZING: .401/.464 LAMINATED W /INTERLAYER (MONSANTO OR DUPONT) 2.) CONFIGURATIONS: X. XX 3.) DESIGN PRESSURE RATING: 3o) .464 LAM.: +75 P.S.F. —75 P.S.F. 3b) .401 LAM.: +60 P.S.F. —60 P.S.F. 4.) ANCHORS: MAX. 7 1/2" FROM CORNERS (HEAD & SILL) MAX. 5 1 /2 " FROM CORNERS (JAMB) MAX. SPACING AT HEAD & SILL: 13.000 MAX. SPACING AT JAMB: 13.500 5.) NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FTL -2241 r r progressive 1" J E• technology kal Ya.+c�w d Ys..4+cd.w .r O..+fr H./ [door.. Prod. Ca Series Model 101 V FRENCH DOOR — XX, X Address: P.O. BOX 1529 NOKOMIS, FL. 34274 Size: APPROVED AS COMPLYING WITH ME SOUTH FLORIDA BUILDING CODE OAT . -c4w j_/1 _. 19 '9 PROM) 0 CJ BUILDING COLT COMPL;ANCE OFFICE ACCEPTANCE NO. - 0 / if- °L Ite ELEV. Growing Ho.:. 971 Sheet: of 4- Rev.: bo b T t� c T° EN , f_ a 46 rotW ‘1. To 3c- + i- ) fr , C Grp .0 w 4w ..1 v 4i1 E 1b1 8 x 4 DATE 2121 J01 NO 1 _ Est t 4--to 1 r° lb X 4-161, To Rc- P+41oJe C6tZ laiXi pH I 7411614NT 6d. • 'r Repi4+14 Etc L5 j: bo az I I C irr-tipi G.L 4A G,,a F O S x e 60 it c4 21V5 Je4-1"- s WALT -T1-1w0 e,1 CELL ILLE.49 w1c&a lc. T 10 Pty „a4 ccLUMU . HUE-0 (9 GoaG - Peov11'1E PAZARAF-rELIEF r 1- 4. 1 SNJ . it III L11I I O 3 1 - O X ( $ Et.e41&14 DeX' 5ow/04 Doo12- (.IMPS (t blsi i ) 3 4,1 s" pxe v IMP ,&t. V -'JT) Imil 2121101 1 ,G. NO 1 #5 VERT. PROVIDE DOWEL MIN. 6" INTO EXIST. CONC. FOOTING & T.B. W/ EPDXY (TYP.) 6 EXISTING CONC. BEAM 2 #5 CONC. LINTEL H iii 1 1 11 1 1 SCALE: 3/4 "= 1' -0" 11 1 #5 VERT. 8 "x 16" CONC. BLOCK PROVIDE #8 TRUSS TYPE EVERY OTHER COURSE EXIST. FTG. MASONRY FILL DETAIL w 'o r oc W 1 1 -5 /S 12'x 3M' THICK STEEL PLATE G EXIST. FL 10 10'x 3/4' THICK STEEL PLATE )-5/E• EXISTING CONC. BEAM (4) B/a'S x 6' EXP. BOLTS 3 -1/2'x 3 -1/2'x 3/16' STEEL COLUMN FILLED WITH CONCRETE, PROVIDE 1 4' DIA. PRESSURE RELIEF HOLES AT BOTT„ MID -SPAN, AND TOP STEEL COLUMN DETAIL EXIST ING CONC. FOOTING (4) 5/8'0 EXPANSION BOLTSx 6' (A -301) WITH NUT AND WAS4-ER 3