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BUILDING PERMITSs i tirpoc. z‘l_ei_ "4z9 -0-----..i.: _44---17-i-z a. • 2... z 2 4 t 1 a 4:1 :so id3- - 9;140 • grky 1 s 011 Pi 13'4' 15'6" ! .. , . 0 Zeb I it` let. 2"a i • it : 44710" .! 47 1,13‘zo_c . • 222_6_4 "IJit) 4.g,o____ e I 9 ' 374_13____ it.) 18'4")Lied_w_b tssio WC IV tie yA'Z' 2.31•7 s i tirpoc. z‘l_ei_ "4z9 -0-----..i.: _44---17-i-z a. • 2... z 2 4 t 1 a 4:1 :so id3- - 9;140 • grky WFIP NO ID. c WE 100th Street, .2.0' ATlialt [ling I -r. t N. t FIP3/4 " 110 ID. WA 0. 0.10 CL 14,15 (PROPERTY OF : Marken hll l \ Al 111 %%11 lllll 1 1 1 11/: sI1:14A111NL AMP 1111 111111.14.\1. NAISI I/ \I:AI.111 11.111111141 II 1W011%111 \4 \11N AM) 41441 • 2.9. 23' I qI{w'r 75.00(8) (M) 15.45 2.80 / 1iQii O ti./c/C ONE STORY REELOE14CE B3,60 13.10 16. . alley 75.00(8) CM) `9 iSS 10' PVMNT Scot R. and Cheryl S. .B U1IDARY sufiv(Y 1 hereby ceruly that the survey rept,- tented hereon meets the minlmum let hnit al standar& set forth by the Board of and Surveynrt In chapter 61617.6 11 fa Ado ioituative Code pursuant to Set lion 471.027. Ili. Statutes. there are no enemas hmrntt. overlaps. easement, appeann on the Plat other than at thnwo recto. 11 ..U•Ytynn AN• M 7 � . Nu 794 fd r nail & diso 1.8 4605 • 14.85 LOCATION 5KETCH 1" I' n t. I or 2 FIP 3 /4" Fro ID. t ► Dui 3 trn 4 ' ►.w con k riyvz7U 14tG2 Oil l 1 ( ) V1Ir\∎ (.AA b,2- L 8 &-r 19P Sk , . �u� � l> $ (2 r►,� � - - (1'i A ,161 t .1 � This proper described as: Lot 10 and the East 1/2 of Lot 11, Block 16 AN AMENDED PLAT OF . MIAMI SHORES SECTION NO. according to the Plat thereof, as recorded in Plat Book 10, Page 70 —% of the Public Records of — " Dade County, Florida.. 2 � 3/4 FIP n0. tv. O 4 t 1 fD/P I'E 0/Ft 134 N.E. 100th Street, Miami Shores, Florida 33138 LANNES AND GARCIA, INC. l..U. N 2098 SURVEYORS-MAPPERS-LAND PLANNERS ERNESTO E. ESPINOSA #2946 (Mkt •Iltlrraa: 339 Al A . Coral Gables. Florid• .13131 (303) 666 -7909 (934) 313 -8663 Emu* DATE STILE DRAWN DY D 85498 6'-20 MIAMI SHORES VILLAGE, FLA. .APPLICATION FOR TANK PERMIT DIVISION OF PLUMBING INSPECTION I herewith submit the following application for a permit covering the installation of a Septic Tank Soakage Pit: Relaying: Feet of drain tile: /00 Installed by: Address: 4 117 ,-/f/y. E. 97 (NEW: 1/ Old: Story: Addition: Remodeled: For a (Store: Garage: Hotel: Office Bldg. (Res: ✓ Garage wash floor: taste water from a: Building has: Stores; Offices; Apts; Hotel Rms; Bedrums Z Owner or Agent: a er�.� Address: >i/4/E.97 Lot No. /OAP i // Block No. (4 SUBDIVISION Address of work: / 9 /V E „/ / XX. No. of Plumbing Fixtures: Size of Soakage Pit: Additional information: APPROVED BY: Remarks: PERMIT NO. Ready for Inspection: Date: dw:•o,- e Date : /3 /7 �✓ Laundry Tubs: Floor Drains: Nature of water supply: City: Well: Feet Distant from all wells: Type of tank installed:ec',n, Tank capacity in gallons: 44S29 Purpose of same: • CONDEMNED BY: Time: New: ✓ CLOSETS BATH TUBS SHOWERS LAVA- IES TORIES SINKS SLOP SINKS LAUNDRY TUBS URINALS CATCH BASIN FLOOR DRAIN DRINKING NS TOTAL FIXTURES / / / ( / / • H W Sketch position of building and lot lines in square (which represents an entire city block) , showing on which street the building and lot faces; also show exact locations of "Y" in street and position of lateral or septic tank. Show sewer and any change in direction same may make. The purpose of this plan is to have an accurate layout of all underground pipes for future references. W EST NORTH A SOUTH EAST Remarks: NORTH SOUTH fA H DIVISION OF PLUMBING INSPECTION DEPARTMENT OF PUBLIC SERVICE MIAMI, FLORIDA .v 7 I herewith submit the following plan of plumbing for approval: Employing Plumber /� Work executed by �. New ❑3 Old ❑ • Story ❑ / Addition ❑ Remodeled ❑ For a Dwelling Store ❑ Garage ❑ Apartment ❑ Hotel ❑ Office Bldg. ❑ A•2•4 5M 3.95 J Owner or Agent Address Sewer Connections Ground Date Builder or Contractor is . i .- 22_,.424 Address Lot No. /Q 47 /Block No. / 6 Subdivision REMARKS At center of St. ❑ A charge of $1.00 will be made for correcting any inaccuracies in the foregoing information. DO NOT WRITE IN SPACE BELOW. THIS IS FOR THE USE OF THE DIVISION OF PLUMBING INSPECTION ONLY. ROUGH -IN INSPECTION Rough -In Rain Leader AM PM. Approved by A 1 ( ' Condemned by At curb ❑ Address At property line ❑ To septic tank Date SEWER INSPECTION A M P M. Approved by Condemned by MARKS S r Plan No. � Sewer Permit No oZ o / .91 E • _7 .:.Ir , , 19 /$d /YE /Oo'y S'/ Existing in alley ❑ Existing bldg. sewer ❑ Existing bldg. drain ❑ To dry well Date - FINAL INSPECTION A M P M. Approved by Condemned by REMARKS THIS SPACE FOR ELEVATION SKETCH In alterations to existing work show the old work in red ink and the new in black ink. Letter each stack to correspond with the opening shown in floor plan or ground plan on opposite page. A PERSPECTIVE SKETCH WILL BE SUFFICIENT THIS SPACE FOR PLAN SKETCH PROVIDED THE WORK CAN BE CLEARLY SHOWN Show location of stacks and horizontal drains inside building, lettering each opening to correspond with the stock con- nections as shown on the elevation sketch on opposite page. Where ground work is concealed, draw floor plan of build- ing showing location of walls, partitions, columns, etc., and the location of all horizontal soil and waste pipes, in ref- erence to same. P • Nom o ++ . G C ,O Tv 12 ' U • 1 r-` 1.00" y W q J E Z0 it tat J 2 W V1 Z J Z q W o- Z Q w z - QFQ 0_cc a InO W N < Q W d. CL 1. 00 1.00- r n' .687"i C3/27/98 09:28 PROOUCT MARYiNG ICENTIFIC A T ION f 2.25" i 2.25 ' f 2.00" .313" :. "SEA" ANGLE f _.00 " 13 00" 15 00 (FULL PANEL) OPTIONAL LEG 125 " SCALE . 3 " = 1' -0" WITTH UNLIMITED (PERP. TO PANEL SPAN) SECTION ;0 c c TYPICAL ELEVATION �F MARKING LOCATION =-- L r = 0 063 " TYPICAL TOP MOUNT 3O7 MOUNT FOR ALL INSTALLATIONS SEE TABLE 2. PAGE 5 OF 5 , FOR REQUIRED 5E ?ARA TIO I FROM GLASS 1.00 " .t t (TYF I STORM PANEL ' SCALE : 3" = 1' -0 " 1 .125 " TYP j r ANGLE SCALE : 3" =,1' -0" SERRATED PANEL EDGE, OPTIONAL 5.00" MA �i 1 2 25 5.50" / 1 1.00" 2.00 •'S. \ (HALF PANEL) ONE HALF PANEL PER C?ENING m:.'f 8E USED AS RECIUIREJ TO COVER OPENING. - 11/32 • 900" = MIN, ,085" "KEYHOLE" W- .SHER SCALE : 3" = 1" -0" 3003 -H14 ALUMINUM ALLOY 9. DESIGN IS BASED ON CCNSTRUCTICr1I TESTING ZING CORPORATION (CTC) TEST REPORTS No. 95 -04.7 ANO 31 -032. 2 7 .085" i .100•' • .091° o' 0' tti 054. m "h" HEADER GENERAL NOTES' 1. THIS STORM PANEL SYSTEM IS DEIGNED IN "ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE. 1' 9L EDITION. 2. POSITIVE ANO NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC J095 IN ACCOR!•ANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILoINGS A NO OTHER STRUCTURES." TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL BE 5052 -:-32 AL'JMIN ,,'M ALLOY, 0.063" THICK WITH A MIN. Fy (BEFORE ROLLING) iF 23 KSI. ALL EXTRUSIONS SHOWN SHALL 86 6063 -T5 ALUMINUM ALLOY, U.O.N. PRODUCT MARKINGS SHALL 3E WITHIN 12" OF ONE ENO OF THE PANEL WITH A MINIMUM CF ONE MARKING PER PANEL ANO SHALL BE LABELED AS FOLLOWS: BHPCO FT. LAUDERDALE, FL • DADE COUNTY PROO. APPRO. 5. ALL BOLTS ANO WASHERS SHALL BE GALVAI'iZEO OR STAINLESS STEEL WITH A MINIMUM TENSILE. STRENGT- OF 60 KSI. 5. TOP ANO BOTTOM DETAILS SHOWN MAY 8E INTERCHANGED AS FIEL CONDITIONS DICTATE. PANELS MA': 36 MOUN 7E.0 HORIZONTALLY WHERE APPLICABLE. 7. THE DETAILS ANO SPECIFICATIONS SHO■,.N HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC ANO uNIFORM STATIC AIR PRESSURE' LOADING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201. 202 AND 203. SCALE : 3" = 1' -0" WINGNUT SCALE 3" = 1' -0" ZAMAC 3 ALLOY .052 " 2 188 , .090" 100 "U" HEADER co: 188" SCALE . 3" 1' -0 " .290 "i s I .090" (TYP.) SCALE : HALF SIZE APPOO'I AS CONIF:Yi;t6 'II :7:i THE SOUTH Ft.OR ;CP. Et:110' NC ,,C!': u.: 0 ' L 3D _MVP, 1 5 ". Di;!!; ON 3U;.CINu 1.0 COME! ?;CE sir.' CE ACCEPTANCE NO. • ) - 6 22 % •" ... � I O 0 0993 7_1,928 AS MOTCO - a.JIQf ay j cn.c ,va,► • ar 1.. 96 - 538 03/27/98 09:29 EMBEEC / (TYR ) / < - --T / 1,/ 3 ti— i �1a / j / WIC t W l7 O =1 Ex15TING CONCRETE. HOL_ BLOCK OR w000 FRAMING (SEE ANCHOR SCHEDULE aASE'D ON TYPE OF ST.RuCTUP,x! — FASTENER. SEE ANCHCR SCHEDULE. REFERENCE CONNECTION TYPE 2' SE MIN. SEPARATION FROM GLASS SCHEDULE 0 GLA53 OR DOOR O CCNT. -' OPTIONAL LEG ` SEE ANCHOR Z SCHEDULE. REFERENCE CONNECTION 'TYPE 1" EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) (ANGLE TO WALL DETAIL) WALL MOUNT SECTION SCALE : 3" = 1" -0 " EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) "U" HEADER —) O CONT._ \ J 5 CONT. i 13/ CONT :14 T:K \ MACHINE _.t 1/4 -20 MACHINE SCREW & NUT (c113 "0C. '— FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 5° 2" x 2." x 1/3" MIN - 2" x 5 " 1/3" MAX. CONT ALUM. Ar 4GL_ (5053 -T6) (SIDE CLOSURE PEDUIREO. SEE PLAN vIEWS) ANGLE BUILD -OUT SECTION SCALE : 3" = SEE STORM PANEL SC'• -E'D. BA SED ON „AP t.4 T TOP CF PANEL / L 1/4 -20 MACHINE BOLT & WINGNUT @ 6 -1/2" 0 C. (PANEL TO ANGLE DETAIL) - ASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION *TYPE 5' SCREW OR 1/4 -20 SCREW 3. NLT @ 13 0 C. J: C i w r 'J t: n w J1 Q ! Q 1/4" OR 3/4" MAX. Z tl x ' 1/4 -20 MACHINE `, Z 3CLT b WINGNUT 1 j : 6 -1/2" 0.C. 414 TEE( SCREW OR FASTENER, SEE ANC)-40R SCHEDULE. REFERENCE C TYPE 3" —, „EDGE CIST � �-- _J I L._ E M S E M R T10N FROM CLASS SCHEDULE GLASS OR DOOR 1/4" OR 3/4" CONT. SEE S FORM PANEL SCHEO. BASED ON GAP AT TOP CF PANEL EMBED (TYP,) / ( 1/.. -20 MACHINE BOLT 16. WINGNUT p 5 -1/2" 0.C. V ' / ' I FASTENER, SEE ANCHOR / te / / /1 SCHEDULE. REFERENCE I/ /T ,�j / /{ CONNECTION "TYPE 3' vi i � - EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE A °.'CHOR SCHEDULE BASED ON TYPE OF STRUCTURE! CEILING /INSIDE MOUNT SECTION SCALE 3 = 1-0" EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TY ?E OF STRUCTURE) MAX. EDGE DIST. GLASS CR 000R - FAST ENER. SEE ANC :: -0R SCHEDULE. REFERENCE i CONNECTION TYPE 4 3LOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE CF STRUCTURE) / 1 • EXISTING CONCRETE, HOLLOW BLOCK OR w00D FRAMING (SEE ANCHOR SCHEDULE 3ASED ON TYPE OF STRUCTURE) —/` f /T 5// 'f 1 / - i / I i SE MIN. SE ?ARATION; FROM GLASS -1 "' SCHEDULE t n ' G C GLASS DOOR Z ` Q F C Xi Dun Fi � t FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4• — r /- 1///r 1 /.." OP 3/4" MAX. SEE STORM PANEL SCHEO. 3. SED ON GAP T TOP OF PANEL J tu Jn 0 I L• uI W • w I J Q CONT- CON • ANGLE BUILD -OUT SECTION SCALE : 3"' = r -0 EDGE 't— DIS T CONT - to / (SIDE EMBED (T Y ?.; FASTENER @ 6 -1/2" 0.C. MAX., SUT 00 NOT EXCEED ANCHOR EXISTING CONCRETE. HOLLOW SCHEO., P6, SPACING. USE BLOCK OR W000 FRAMING REMOVABLE ANCHORS ONLY (SEE ANCHOR SCHEDULE REFERENCE CONNECTION TYPE 1' USE 1/4 -20 S.S. TRUSS HEAD BASED ON TYPE OF STRUCTURE)— BOLTS W/ KEYHOLE WASHER. ENGAGE BOLT HEAD IN NARROW PORTION CF KEYHOLE wASHE.R DIRECT MOUNT SECTIO r0VEO AS COMPLYING 'AIM'. r}; - e ;TH FLCRIDA aUILOING CGGE DArERP IL 36 t o PRCOUCT COPT'JL DIVIS:ON BUILDING CQDE COMPLIANCE OFFI ACCEPTANCE NO. SCALE : 3" = 1' -0'" - / #14 TEK SCREW OR t/4 -20 MACHINE SCREW & NUT p 13 "0.C. SEE MIN. SEPARATION FROM GLASS SCHEDULE 1/4 -20 . ACHINE BOLT 3, WINGNUT Ca 6 -1/2" C.C. 414 T = ::< SCREW CR 1/4 -20 :"iACHINE SCREW 3, NUT 13" C.C. - EAS T ENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 4 : -1/:--20 MACHINE BOLT 1 WING NUT 0 5 -1/2'" 0 C C9 1/4" OR 3/4" MAX SEE STORM PANEL SC :--fED BASED CN GAP AT TOP OF PANEL CLOSURE REOUIREO. SEE PLAN VIE'.'/S; ti I ■S Nntta '•{ �� a••pn or , cn.cn.a ap ;PC dr 1",n7 1.. i 96-538 FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE o" • BLOCK OR w000 FRAMING I r / EXISTING CONCRETE. HOLLOW (SEE ANCHOR SCHEDULE BASED cr1 TYPE OF STRUCTURE; 1 / / I / i : it / GLASS OR 000R .EMBED.! (I YP.) EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE} 03/27/98 09 :30 FASTENER, SEE ANCHOR SCHEDULE. R_- =RENCE CONNECTION TfPE a'• - EDGE 01ST W i �I� ( / C!- / (SIDE CLOSURE REQUIRED, SEE SCALE 3" = 1' -0" GLASS CR DOOR 'SEA' ANGLE r.; SCALE. 3" a CONT. ( Y ?.TOP 3 BOTTOM)— PLAN L ti JC JNT ANGLE BUILD -OUT SECTION (MAX. DESIGN LOA0 x 72 PSF) "PASS THRU" SECTION (IN cONCRETE ) OP / 3. : 13 "0C SEE MW. SEPARATION FROM GLASS SCHEDULE MACHINE BOLT 3. wINGNUT (a 6 -1/2" 0.C (TYP, TOP - 3, BOTTOM) CONT. \_ H14 TEK SCREW OR VIEWS) 1 /L -20 MACHINE SCREW 3, NUT @13 "O.C. SEE MIN. SEPARATION • o FROM in GLASS Z: II SCHEDULE <!- a 1 X r _; , 1/1 -20 MACHINE I BOLT 8. WING NUT ( - MAX. 1 /3" TILE FiNISH MATERIAL 6 -1/2" 0.0 2" x L" x 1/8" CONT. ALUM. TUBE (6063 -T6) 3 /L" PLYW000 1 /L"m RAWL CALK -IN ca 7" O.C. ? WITH 7/8" MIN. EMB. IN'CONC. OR - s HOLLOW BLOCK OR 1 /L "a LAG SCREW @ 12" 0.C. W/ 1 -1/2" MIN. EMB. IN W000. WOOD SHALL BE OF SPECIFIC GRA' /ITY G OR 0.55 OR GREA TER 1/2"0 THRU BOLT @ 12•• O.C. EMB. — 1 /L "a RAWL CALK -IN (a 12" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/ 4."</) LAG SCREW @ 24." 0.C. W/ 1 -1/2" MIN. EMB. IN w000. • w000 SHALL BE OF SPECIFIC GRAVITY 2" .c 2' x 1/3" C^JN T • •G OR 0.55 OR GREATER ALUM, ANGLE 6063-T6- THREE 1/:."0 wOCO LAG SCREWS w/ 3 MIN EMBED. cf 24 O.C. MAX. EXISTING GLASS SEE MIN. SEPARATION FROM CLASS SCHEDULE 2 " 2" i WCCD ROOF TRUSS /. OR FRAMING MEMBER I SHALL BE P_RPE,NOICULAR I TC PANEL FACE • 1 1• \I' _ �`'i1 , (MAX DESIGN LOAD = 82 PSF) SOFFIT CONNECTION SECTION SCALE • 3" 1' -O" SEE MIN. SEPARATION FROM GLASS SCHEDULE 1/L -20 STUD 3. wINGNUT PANEL TO ANGLE CONNECTION (a) 6 -1/2" O.C. 1 -1/4" MINT 2 -1 /L" MAr. I / I EXISTING STRUCTURE= (MAX. DESIGN LOAO x 72 PSF) lO FLOOR MOUNT SECTION SCALE : 3 " = 1 . - 0 .. STUCCO FINIS•' CR P ..YWOOD SOPFI T 1 /c.•' CP 3/." MAX ,SEE STORM PANEL SCHED. BASED ON GAP : A T TOP OF PANEL '0 II w � z II < 1 / E" x 1 /L" CR TWO 5" x 1 /3" CONT. ALUM.. PLATE. EXTENO PATE TO NEXT TRUSS IF HEALER ENOS MORE THAN 12" BEYOND ■ LAST TRUSS. - ts1L SMS BETWEEN TRUSSES 12" 0.C. 0 ' J I W • Z < 11 a • X 7.- < Z E 2 "x3 "x 1/5' ALUM. ANGLE 1 /4"o R- '-IL CALK -IN @ 7" 0.C. w/ MIN. 7/3" EMBEDMENT IN CONCRETE AND 3 EDGE DISTANCE 4- APPROVED AS CCM:NJ :NG WITH rdE SOUTH FLDRTA 31111.011 COQE 0,4TE/ II 6 ( c9R a '' n PCCOUCT COt v.L 3UtLO.tc G CODE COMP! !A. :ICE OFFICE ,CC; ?r „INCc :VO. , ' -' '? .. . o 3. 3 cc O j 96 -538 ..••. vJ. ! cN i j 1c • 0 0910 98 BEAM SCHEDULE ION IP DESCRIPT ANELI BEAM SPAN SPAN 2 - x 5 ,. 5 • -0 » 9 ._ 5 .. Tw = .12 Tf = .125" ) 8' -2" 18' -0" 2" x 9" 5' -0" I 15' -11" Tw = .072" Tf = .224" 8' -2" 113' -6" • 0.3/27/98 09:35 THREE S/16 "9 CALK -IN ANCHORS (al 3 -1/3" O.C. W/ 1 MIN, EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE DIST. USE TWO ANCHORS FOR 2" x 5" x 1/8" BEAMS EXISTING C.a S. EXISTING C.9 S. - r / , : - --_I. • a14 TEr SCREW 13"' O C .III • 1 SCALE : 3" = 1' -0" SCALE : 3" = 1' -0" (MAX DESIGN LOAD = 72 PSF) TOP BEAM SUPPORT SECTION EA" ANGLE- ALT LEG OIRECTICN THREE- 1/4"c5 THRU BOLTS • r 30 ALUM xANC�LE ALUM. BEAM (SEE 3E.AM SCHEDULE BELOW FAR BEAM OESCRIPTION 3. MAX. HORIZONTAL SPANS) if 1/4. CR 3/4•' MAX. GA? STORM PANEL .SC)-;ED. BASED CINGAP A T TOP OF PANEL. I : t`. J I W - Z , m Q 1 II C F! w I J THREE 5/10' CALK -IN ANCHORS 3 -1/8" 0.C. W/ 1 MIN. EMBED. IN CCNC. OR ;HOLLOW BLOCK W/ 3 -3 / MIN. EDGE DIST. USE TWO ANCHORS FCR 2" x 5" x 1 /8" BEAMS (SIDE CLOSURE REQUIRED. SEE PLAN VIEWS) -- 2" x 3" x 1/4 x 5063 -T5 ALUM. ANGLE � — THREE 1 /.. "1/1 THRU BOLTS ALT. LEG DIRECTION NOTE THIS OETAIL MAY BE USED AT TCP OR 30TTCM OF PANEL. (SIDE CLOSURE RECUIREG. SEE PLAN'/IEWS) (MAX DESIGN LOAD = 72 PSF) O BOTTOM BEAM SUPPORT SECTION 1/4 - MACHINE BOLT & WING NUT @ 6 -1/2" 0.C. < a. = O aZ Z W -J -J W z #14 T =K SCREW ® 13" 0.C. Tf ALUM. BEAM (SEE SEAM SCHEOULE BELOW FOR BEAM OESCRIPTION & MAX. HORIZONTAL SPANS) EXISTING CONCRETE.. HOLLOW BLOCK OR w000 FRAMING (SE= ANCHOR SCHEDULE 3 ASED CN TYPE OF STRUCTURE) = x:S'ING GLASS EXISTING GLASS EXISTING CONCRETE. HOL' BLOCK CR w000 FRAMING (SEE ANCHOR SCHEDULE BASED/ ON TYPE CF STRUCTURE) EMBED.— 4 MAX. /I NO R WISH MA TERIAL (BRICK OR wOCG BANDING) ,( �- N -S 1 RUC I U AL 1 .f i 1 II , - FASTENER. SEE ANCHOR SCHEDULE. /- I I1.' REFERENCE CONNECTION "TYPE , I; { t O. j / %.' I j/ / /' ; SEE MIN. SEPARATION FROM GLASS SCHED. SALE 3" x `"TALL MOUNT SECTION SEE MIN. SEPARATION FROM GLASS SCHED. (ANGLE TO WALL DETAIL) .--"h" HEAOER 1.74 J J CIA w r Z J w J Z QL 0 X I— Q Irt E w In FMBED. 0 1— . / v ` H r /, l7 ( f I I a / / / 1 I 1 I OPTIONAL w ' � -S• -- - LEG ii 1 1/4" OR 3/4" MAX. GA? SE_ STORM PANEL SCHED. BASED ON GAP A T TOP OF PANEL. l7 z w J J w z a X F \ \ - - FASTENER. SEE ANCHOR \ SCHEDULE. REFERENCE \I . \ CONNECTION 'TYPE 1' \ - "SEA" ANGLE )." MA MAX.' `_NON- STRUCTURAL FINISH MATERIAL (BRICK OR WOCC SANDING) 0 WALL MOUNT SECTION SCALE 3" 1' -0" 1 /L -20 MACHINE SOLT & WING NUT (al 6 -1/2" 0.C. "SEA" ANGLE (PANEL TO ANGLE DETAIL) APPROVED AZ COMPLYING WITH THE SOUTH FLORI:A BUILDING CCOE QAT^ 4 g ' ! L b f0 v 8'; BrA4..41 PRODUCT CCN120L D!:' /SION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. gg Dt H 0 m J e, a -j ^1 1 - i t ?I -I ; I I 1 r. J. 704 1Vl + ?40Ff SSIf.7kA/ GMEER 993 1 6af• i ( 0 1 a O 9 1 J 0 u a 8 g :• - --- 1;7•••••• 4 2 1 I ! •= .4or¢uII aa• 6, • cn•c n 31 1`.og /la' na • ot • • 96 -538 •n••■ 4 6 S TABLE 2 TABLE 1 STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD '.1 (PSF) ALL MOUNTING CONDITIONS (MAX. 1/4•' SPACE BETWEEN PANE: 1 HEADER) ALL MOUNTING CONDITIONS (MAX. 3/4" SPACE BET'./ EN PANEL 3. HEE.ADERI Cj L max. (FT - IN) C) L max. (FT - IN) 30.0 10- 10 10 -10 40.0 10 -5 10 -5 45.0 10 - 2 10 - 2 500 9 -11 9 -11 55.0 9 -8 9 -3 50.0 9 -5 9 -5 52.0 3 -4 9 - 1. 65.0 9 -3 9 -2 70.0 9 -1 8 -6 72.0 9 -0 8 - 75.0 9 -11 8 -0 80.0 8 -9 7 -6 90.0 8 -0 6 -8 100.0 7 -2 6 -0 110.0 5 - 6 5 - 5 120.0 6 -0 5 -0 130.0 5 - 6 4 - 7 140.0 5 -1 4 -3 150.0 4 -9 4 -0 160.0 4 -5 3 -9 170.0 4 -2 3 -6 180.0 4 -0 3 -4 190.0 3 -9 3 -1 200.0 3 -7 3 -0 TABLE 2 SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD W (PSFI ACTUAL STORM PANEL SPAN (FT. - IN.) MINIMUM SEEPARATION FOR NSTALLATIONS LESS THAN 30' A30"E GRADE (INCHES) MINIMUM SEPARATION FOR NSTALL ATIONS OREATEA THAN 30' A30 "5 GRADE (INC : -ES) 6 -0 1 -1/2 350 8 -8 3 •2 10 - 10 3 6 - 0 1 -1/: 4 .0.0 8 - 3 3 2 -1/3 10 - 5 - 6 - 0 3 1 -5/9 50.0 s - 8 2 -1/4 9 - 11 3 6 - 0 3 1 -5/8 60.0 3 - 8 2 -1/2 9 -5 3 5 - 0 1 -5/8 70.0 3 - 8 3 2 -3/4 9 -1 3 5 - 0 1 -3/4 80.0 a - a 3 2 -7/3 3 - 9 3 6 - 0 1 -3/4 90.0 9 -0 3 2 -5/9 6 - 0 1 -3/4 100.0 - 2 3 2 -1/4 - TWO 1/4 -20 BOLTS i1 & NUTS c 24- O.C. 1 1 i EXISTING CONCRETE, HOLLOW 3LCCK OR WOOD = RAMING. (SEE ANCHOR: SCHEDULE BASED ON TYPE OF 5 TRUCTURE) 03/27/98 09:38 2" x 5 "' x .125•' ALUM. ANGLE CLOSURE PIECE: FASTENER !a) 12" G.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P S.F. 3. a 6" 0.C. FOR DESIGN LOADS GREATER TI-CAN 110 P S.F. (5 =E ANCNCR SCHEDULE FOR ANY ACCEPTABLE ANCHCP. EXISTING CONC•RET! HOLLOW 8L JCK OR 4000 FRAMING. .(SE- ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) MAX. 1/4" GAP -t / /,f NOES. 3. ENTER TABLE 2 '.•/ITH POSITIvE OESIGN LOAD TO DETERMINE MIN. SEPARATION FROM '3L. - EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRA,`?iNG. (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) EXISTING CONCRETE. hCM LOW BLOCK CR W000 FRAMING. (SE ANCHOR SCHEDULE BASED ON TYPE OF 5 TRUCTUREI ALUM. ANGLE CLOSURE PIE =c: 1'• x 2" x .125" MIN. TO 2" x5'•x.125•' MAX. - MIN. _�•, � t Q 1/ CVERLAPI ' AS TENER la 13" 0.C. FOR DESIGN LOADS LESS THAN OR =DUAL .0 110 P.S.F. .,'�• 3. �a'3 5" 0 C. FOR DESIGN LOACS GREA TE.? 1 i N 110 .S.F (SEE ANCHOR SCHEDULE =0R ANY AC=E? T A3LE ANCNCR) CLOSURE DETAILS (PLAN VIEWS) SCALE: t -1/2 ENTER - ABLE 1 \WIT'ri NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL S ?AN. POSITIVE LOADS LESS THAN 02 ECUAL 70 THE NEG..TIVE LOAD APE ACCE?TA3LE. 2. 2EF =RENO_ APPRCP2IA TE COLUMN IN SPAN TABLE BASED ON MOUNTING CONDITION IN FIEL 0. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LCAO OR LINEAR INTERPOLATION MAY BE USED TO CET =RHINE ALLOWAOL: SPANS. 1/4 -20 S.S. BOLT & BOLT & WINGNU3V @ 24•' 0.C. (TYP)-/ 20 GAGE ST = =L I •-1" OVERLAP BENT PAT? - I t:" MAX. FASTENER 0 12" 0.C. FOR DESIGN L0'ACS LESS THAN OP. EQUAL TO 110 P.S.F. t 3. @ 6'• 0.C. FOR CESIGN LOADS GREATER 1 THAN 110 P.S.F. (SE= ANCHOR SCHEDULE FDR ANY .ACCEPTABLE ANCHOR) ALUM. ANGLE. CLOSURE PIECE: 1 " xZ"x0.125" MIN. TO 2" x )" x 0.125" MAX. EXISTING BAY WINDOW f / :!' ,1 - XISTING CONCRETE, HOLLOW 312-1-K rOR W000 FRAMING. (SE._ ANCHOR SCHEDULE BASED ON TYPE OF S TRUCTURE) 0 1/4 -20 5.5. 5OLT & BOLT 3, WINGNUT 24" 0.C. (TY?) --- 20 GAGE STEEL BENT PLATE APPROVED AS C3MP!YItI, WITH iil; SOUTH 3UILD:IIC CiDE OAT' 1 / fi r'• a rl" OVERLAP PRODUCT 3.04. . :OL 0:'/!SION 3UILDIiiG CODE COMPL :AiC, OFFICE Ac:.Fr.LVc :: a ' , -6 2 .O WINDOW A..Nc:HoR SCHEDULE S :,_? 3? ACING ::NC:'E = __Ui ?`_C FOR •.?IOI.S O5 01 -CS ANC SP INS 3 AG 5:RE',+ r;-ac.•C ::,EAR RA ?ALLE' -.J •.- oco 3,»■91 1/ G •CRE'- •r/ ):. • MIN -FIEAJ E7' �nEA.t °_RP :IcIC!JLA TO '.1)00 GRAIN 1/ o S EGO MAL`_iFENMAL` •? ANEL,`+. TE '.J/ 1 - 7/17 ) N•IIN. EMSEO. S 1/4.-20 MACHINE SCRE'.i .' NUT /1,'•D 3aAS5 3US1•;ING S/9" MiN. E CMEN T L 1 /4.-2C N.:CHINE SCRE•., - „NN E: 1CN (SEE Nl I C 1) - i 3 t j 55 6 2 72 105 200 I" 3 3 :CI ;, 1 3 `I 3/4" EDGE DISTANCE - 5 ? -N15 .;P SPANS 1P '2 S- -' 15 UP 1- 1 R . 3 .. (SEE NOTE 1) (SEE NOTE CONt _T10`I 1, 314.;5 1 1 ! I (555 NOTE 1) _ 2NNE'LT:CN rr I s3 I. 1 35 ,31 1101 i31 .: :31:C! T I 101 :3 3 1 5: 3 j 5 j - •• y 1 3 , : 3 1 3 j 9 1 1 3 3 10 1 3 1 3 1 6 -i 3 1, • 3 5 1 5 1 7 : 3 1 1 3 ; 3 I : ; 1 3 : 3 i 3 1 5 1 3 1 5 - 1 4 .1 7 1 5 105 ) 1 3 1- 5 1 3 IS '31 7 3 { -T : 33 . 1 1 1 5 1 � ) 0 1 1 3 1 ' I 1 ' 1 3 • 3 1 1 1 ' ( - 13. •-! -! , 1 - 53 1 13 1 ° 5i 1 1 1 1 1 3 1 :0 1 5 1 101 7 13 5 = 1 3 1 5 . 52 ! 3! 3 7 1 , : 3, a i- 1- 1• 5 j 3 7 5 72 3 :3ib 51 1.1 1131 5 . 3 1 } _ 3 I 7 : 7 135 3 '31 3 j 1 3 1 5 1131 1 3 1 7 1 5p3 - 13 1 7 3 200 1 1 3 1 7 1 5 (131 1 3 1 1 q3, _ 3 3 1' 1- I 1 "31131131.313131131131131' 115 911011219.1 ! 113!13!131 :31 I _ 1, 1:31101 - 11I3 1 1 .- 3113 :31131 t, `31 3 1 101 121 9 13'5.51 3 110 1 7 1316 51 9 1101 7 11- 5 31 3 1101 I 1 1 3 16.Sf 3 1 10 7 113,6.3, 3 1 101 7 1 _ 5i 3 36 ( 2 3 131 7 1 5 1 4.1101 3 1 3 1=1 3 3 %/ 13 % ;; 1 52 I 3 1 . 16 51 5 1 3 ( 3 1 3 1 13 ' //1 %;;%i 3 72 i 11 1 5 1 5 1 4 1 3 1 3 / L 1 3 � '/. / 1 105 ! i 3 j j 1 7 ; i 3 / i}% / ` i 3 /j 200 1 7 •/ /{ 33 . .1 % , 7 f/li? 3 //] 3 ///�% ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST SE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET, 5 OF e. rAaLE 31533 ON THE (x15 :vo STRUCTURE ,MA 3.RIAL AN:I ICCR .'_ I _ C 2GCE DISTANCE. SELECT G CN _CAC 2REA 1 E :R THAN OR ECUAL TO' MEGA V- DESIGN L CA0 ON 5T5 ' ._,1C SELECT S ?-^P, GR_ATERT. N•I 3R ••aUAL TO SHUTTER S? AN. 3. EXISTING STRUCTURE MAY 35 HOLL Cb/ BLOC:{ OR WOOC F.RA:-.1 ;.^4C. REEERENCE4NC:IOR SC E'OULE FOR _ __ PER A NC -On TYPE BASE 3911 TY =E - XIS - ING STRUCTURE -NC A?PFCP= - 75 . CNN cCT1CN TYPE. Sc_ _21.52 - :CN OE TAILS FOR iCEN111FICl 11GN OF 2C TYPE. ANCHORS SHALL 35 !NS TALLEC !N AC. 3..13E WIT :r! mANUFACTLIRERS' RECCMN.E.' SA 3131, J. S. ".1NIMt,M E;- iSE0rENT ANC) 5005 CiS7/ -. :C5 EXCLUDES 'HALL FINISH CR ST�CC33. 5. WHERE EXISTING STRUCTURE 15 '•. FRAHING. wOCC FRAMING CONDITIONS VARY. FIELD VERIFY rrA7 FASTENERS ARE .N70 AC5'OUAr W000 FRAMING MEM95 =5. NOT PL'lw000. 7. WHERE LAO SCR5'45 FASTEN T•3 NA ?? -. FACE OF STUD FRAMING. FASTEN=? Sir - TALL 3cLOCATED IN CENTER OF NC:- ?'t1- (MIN./ WCCC STUD. 3/= _.GE 2ISTANC5 :5 AC_E_PTA3L_E SCR '-iCCC ? ?A! /Nu. '. 5TUO SHALL 35 "SCL:7-5RN PINE C.0.55 OR CREA 1ER OENSIT. _ SC.?°_ _ SHALL HAVE ?HILI_{PS "- I HEAD CP -E.< HEAD. 3. MAC :"i1NE SC ?E`.+5 Sr ALL SAVE "1911 - 1/, NGA3_ }15.N7 OF Tr'R.E. 335E ANC'�OR .AN MA' E - - = ;510E'.." AL. ,.. u v - a / u 1 -c= a , _� T ?U55 HE >C. C? ° .1 4r 5 AC EiCIT C.N. 9 1. 2 -c 5 OriA 7E.3 - N - C? _.'JNCI1- Ctrs ■• !C A ?5 N AC-5P TA5L5 USE 3 10 CESi( i 7 35 ANC CR "�NO1'1CNS 'N= AR= ?c•.-C, A3L_ 3Y E NU' v HACHNN - a- -c -- - - ?Eyre. S• .W ='J? 'O1PE'_ MC :1NI7 6-1/2" OR - 2 -A 5 ?AZ Pik] IL' SP.0 :N 0; r I SR EX 2 SALU_E j? =_iFIE31N ^ -0R C_ - _..JL_3 _21 :A 75 FA.T . ^1E.R.N, N,ARP3•.J •`-CL2 SL 0.3/27/98 09: > ANC-OP TvP_ 3 "1NE( C.".NN_ ,CTIC::: CONv C•ONl'lE_'TiCP: �_,'i:, 3=r1NE3 TYRE. T' -CE TYPE. T - _ 1.'! I 15 ,i_13I , f 3 j- �- _i6j _1 S5 113::3113 ( 131103101101 = :3:6.51 9 1 3 1651_131131 :31 3, • 3 1 13 . 717 9 - 52 13. 131 :31'•0 1 3 1 9 9 1 5 1 7 i 5 13 3 i 113 3 9 I 3 :1 , i 7 3 __ - I; ;1 {lltll,•,,11;t \t -- I I I I f I I I I f I.1) 11 1 3 1 .- I _- o IT A ?r DN __ I- - i 1 : 1 2 91 1 6 1 3 1 3 1 5 I - I 1`6 ]{ 1- 1131 1 9 -„ Si 9 1 3 ;6 .1131 _ 1 3 1 7 - 1 1 -3/ MIN - M9EDMEN,T 105 13 . 1 1 3 1 5 1131 15.7: 7 15 1 l 15.51 7 1 5 1316.51 9 5.= - 5 1 3 7 .9 5 13. i 1 7 • S I "A?CG+ .7.-0 I . :GO 1 1 3 .- 16 51 7 1 i 1 , 3 1 r. 1651 7 1 - 1 - _ 1 7 H 5 1 5 1 3 1' 151 _ 5, 3 1 7 1 5 1 131 5 1 3 1 7 1 1 : 36 11 • _ ',1.115170131101 A l _ 5115_31 313 -I -i 3 .31 101131 3110,10 � °- 113, i j 1 101131 3 1 7 1 9 1 7 1 3 1 5 1 5 1 7 1 5 1 1 3 3131 1 3 313 11311 10 2 1 1 9 11 5 :1 9 1 4! ;3 31 9 1:1 9 1131 5 16.5!91 3, L 1 517151131131131131 13„1:011c171 5 ! 3 i° 5 . .1 ___ _ '1 • .'J RAWL CALK -.N -/ 1/3" E.B COM_NT L - -TO 0.3 .MAC;+IN0 1C?E'•+ •. I , • , ■•10„C HALE /FE:1ALE ^:ELMA T E '.+; 7 :r. =.M8E3. _ -29 - A ; :iINE SC ?('r• ' NUT • - - � ;T•, 7A ? (3iN '..1/ - " ,MIN. .M9E0,EN . -; ANY APPRCVE0 ' APCON -1E.A 3 - - z RAWL CALK -IN /3 EN^BECIMENT L 1/�__: S .SAC 3391E SCREW .NAL_ /FF.NALf .. » • E "ATE •N/ 1 - 111 -" nrry - BED. L 1/ m _ -NE S ?E / .NUT ,ANCHOR SCHEDULE A 51(N °_= 5 ?42 :N:c (INC: -ESI REOL'IR E'er ?. `J ARICUS 3(51091 2" EDGE DIST.: NCE 5P ANS I 70 1 SPANS UP f SPANS '3? 70 5' -0" 3' -3•' ! 10 -10 555 NOT= 1) (SEE NOTE 1 • r i (SEE NOTE 1) '05 131 5 !6 51 3 1 5 1131 ` 1 5 1 7 1 5 200 1131=151715113141517151 _157 5 11 3 1 12 3 7 1, 1 5 1 :31 13 31 3 7 1' -1 72 1 1 3 1 6 51 5 1 5 1 10 200 3/ 1 // �2 1 3 .- 1 L.1 3 1 3 �� 3/ 313 ✓ j :3 -1 5. 5 3 5. 3 1 5 1 3 1 - 1 3 •(// 7 / 1-i 3 1 9 r // •- 3 3 I/ /,; 9 % //: 1 3 1311 7 15 1 101 3 ; 51 3 % "/ 319165151313 -I 1 3 105 10 3/%1, ` 1 3 (/ 72 1 10 ;151, 1 3 I ! /�: 3 y//, 200 6 55 73 13 -16 1 -, 13 52 51: 200 7 j`f 1311 3 /131 230 1 7 3 1 3 71715 6 10 213151.131 .x4.13 % !JJ 131 3 K/ 3 1 3 (// 111'.1:.1 L.1 3 3 3 5 1 13 3 '/ 7 3 1 3 3- 3 3 f 7 3 1 3 r// 3 2' 3 1 3 % 3 3 ZAINNEWA 5 3V// 5 j! 3 ,/�/ 9 04 3 1 3 V 3 0�3 3 V S ?ANS'3? (SE o NOTE 1) 31 11 3 1 5 1 ;. 1 3 9 1 3 ! 131 EDGE DISTANCE 9 3. 3 . . ,SEC (375 1) J :1 '.SEE MOTE - 13 1 7 1; 0 1: 0 1 7 1 13 1- 3 7 1 3; 6.5 13; 5 1 9 1 3 1 5 . 131 5 1 9 1 6.51 1_ 1 3 1 3 ; 6 .5 1 31 3. 9 1 315.21 13113 i 9 1 7.5 51131 5. 5 51 3 3 111 3 1 5 1 1 1 131121 5 11 2 1_131 = 13 9 r - 1 3 j� %; 1 3 1 7 1 7 1 5 1 3 10 1 - 3 ! 1 • 1 33 1 9 ?:,/,..;1i' ! //; 10 ;� ` i = 1 3 1 3 %/1 4. 1 3 «/ 9 ji; j 3 %;; 1115 1 5 1'11� / 3 31 7 %X4 =13 155/� 3 ` / //; � /i 313V//6'='7�3r//1. 6.5r .30/x2 651 3 V 0+.5✓_/3 6.5/7 3 ✓ 31131101 8 1 5 1131 5 1 7 1 5 1 3 , 31131917 5113 1 1 7 1 3j 5 1 // 1 >, / X 3/ 5 :? 105 72 13 6151513 9 105 13110161514. 131123 , 15.53 5 3 7 13!5 3 3 l , 7 //:; 3 1 3 72 '1315.51 5 5 f = 10!_!3 / 10 r/ 1.1L33 3 10 1 13 1 9 • /: � 13 /,G to, f 1 1 3 M EMEMEWAVAIMEN 3 13 12 131717 316.5 1511 131 01 //,' - 1 3 L.1 3 3 - 1 9 -1 3 51;315 3.151 9 , -13 5 13 %/%1 = 1 3 % 1 13 5.:G!:•'. / P ? C�i= J Y r • J - 3 'D.51:1u CCCE 96-538 / v. .. p1.11:1 CH r •' 3rs;; "IYI.•l J9'099: ! / ^ 'A.: . 0. 7 129 ;� J v •.• ...n iy : 1 .n-•, • ef DESIGN PRESSURE CHART - PSF ALUMINUM HORIZONTAL °A ,1 - I I , i 1 ■41.. fG WINDOW (XOX) I :1 : I I : .1 I. 1 1 , ..11. �r -- 11 H II 11 11 :1 ii it it 11 1: I1 11 :: ii 11 I; I :! HURRICANE PROTECTION SYS'TEM IS REQUIRED - i t WINDOW DIMENSION ANCHOR SCHEDULE DSB ANNEAL= AT VENTS F1® GLASS 3/16" ANNEALED AT VENTS 1/4" ANNEALED AT FIXED 6" MAX. M E Sue PER 1 SILL 13/4" SILL 21/2" SILL WIDTH HEIGHT EXT. INT. . Ex I . INT. EXT. INT. EXT. INT. 74" 5 3 40.7 67.5 67.5 67.5 40.7 122.5 70.0 122.5 106 1/4" 28 ' 7 40.7 67.5 67.5 67.5 40.7 122.5 70.0 122.5 111" 7 40.7 67.5 67.5 67.5 40.7 118.4 70.0 118.4 74' 38 3/8' 5 3 40.7 67.5 67.5 67.5 40.7 122.5 70.0 122.5 [..� 106 1/4" 7 40.7 55.7 55.7 55.7 40.7 84.1 70.0 84.1 111' 7 40.7 53.2 53.2 53.2 40.7 80.2 70.0 80.2 74" 50 5 / 8 " 5 4 40.7 62.6 62.6 62.6 40.7 90.9 68.7 90.9 106 1/4" 7 40.7 42.2 42.2 42.2 40.7 63.7 60.4 63.7 111" 7 40.3 40.3 40.3 40.3 40.7 60.8 59.7 60.8 74' 63' 5 5 40.7 50.3 49.2 50.3 40.7 65.1 49.2 65.1 108 1/4' 7 33.9 33.9 33.9 33.9 40.5 51.2 40.5 51.2 111" 7 32.4 32.4 32.4 32.4 39.9 48.9 39.9 48.9 4 A x 72" 24' 5 2 40.7 67.5 67.5 67.5 40.7 122.5 70.0 122.5 64' 6 40.7 67.5 67.5 67.5 40.7 122.5 70.0 122.5 96" 6 40.7 67.5 67.5 67.5 40.7 122.5 70.0 122.5 108' 7 40.7 67.5 67.5 67.5 40.7 122.5 70.0 122.5 72' 36' 5 • 3 40.7 67.5 67.5 67.5 40.7 122.5 70.0 122.5 64' 6 40.7 67.5 67.5 67.5 40.7 115.6 70.0 115.6 96' 6 40.7 66.3 66.3 66.3 40.7 100.0 70.0 100.0 toe' 7 40.7 58.4 58.4 58.4 40.7 88.1 70.0 88.1 72' 5 40.7 67.5 67.5 67.5 40.7 100.6 70.0 100.6 64 6 40.7 57.5 57.5 57.5 40.7 86.7 70.0 86.7 96 ' 48' 6 4 40.7 49.7 49.7 49.7 40.7 75.0 68.6 75.0 toe' 7 40.7 43.8 43.8 43.8 40.7 66.0 66.0 66.0 72" 5 40.7 54.5 53.8 54.5 40.7 71.1 53.8 71.1 64' 6 5 40.7 46.0 46.0 46.0 40.7 64.9 49.1 64.9 96' �� 6 39.8 39.8 39.8 39.8 40.7 60.0 45.9 60.0 we 7 35.0 35.0 35.0 35.0 40.7 52.8 43.9 52.8 TEST LOADS BASED TEST +59.8 -79.1 TEST ON FTL SIZE= 111" PSF PSF -1006 DATED 10 -25 X 63" (XOX) DESIGN LADS -94 +39.9 PSF -52.7 PSF AT VENTS AT FIXED EXTERIOR PRESSURE INTERIOR PRESSURE WATER INFILTRATION EXTERIOR PRESSURE INTERIOR PRESSURE TESTED GLASS 6.1 PSF AND 10.5 PSF DSB ANNEALED 3/16" ANNEALED ■ FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 4 3/4" MAX. TYPICAL ELEVATION (XOX) NOTE: FOR NUMBER OF ANCHORS REQUIRED FOR EACH UNIT SIZE REFER TO ANCHOR SCHEDULE COLUMN IN THE DESIGN PRESSURE CHART. APPRGVED AS COMPLYING W :TH THE SOUTH FLORIDA BUILDING CODE DA BY _ PP.ODUCT Col' T ' L DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 00- DS�4 . 01 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hld.al4 Florida 33012 Ph: (305)364 -9952 Fe::(305)02e -5118 Drown are JN oat.: 3 -9 -99 scale: 1/2' R.vi.lan3 -75 -0p Revision; DRAVANG NO. HS99 -03 SHEET 1 OF 5 WINDOW HEIGHT JL = nr °A ,1 - I I , i 1 ■41.. - ♦ -3L. I :1 : I I : .1 I. 1 1 , ..11. �r -- 11 H II 11 11 :1 ii it it 11 1: I1 11 :: ii 11 I; I :! 11 11 11 11 11 11 11 11 11 11 11 JL L �, _J 1 1 \s` 1 r 11 \ 11 11 11 11 11 11 11 11 11 - i t 1 1 II ar 4.1 6" MAX. WINDOW WIDTH ■ FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 4 3/4" MAX. TYPICAL ELEVATION (XOX) NOTE: FOR NUMBER OF ANCHORS REQUIRED FOR EACH UNIT SIZE REFER TO ANCHOR SCHEDULE COLUMN IN THE DESIGN PRESSURE CHART. APPRGVED AS COMPLYING W :TH THE SOUTH FLORIDA BUILDING CODE DA BY _ PP.ODUCT Col' T ' L DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 00- DS�4 . 01 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hld.al4 Florida 33012 Ph: (305)364 -9952 Fe::(305)02e -5118 Drown are JN oat.: 3 -9 -99 scale: 1/2' R.vi.lan3 -75 -0p Revision; DRAVANG NO. HS99 -03 SHEET 1 OF 5 WINDOW HEIGHT DESIGN PRESSURE CHART - PSF SERIES -1650 ALUMINUM HORIZONTAL SLIDING WINDOW (XOX) 1/4" TEMPERED GLASS AT VENTS AND FIXED WINDOW DIMENSION ANCHOR SCHEDULE HURRICANE PROTECTION a REQUIRED PER HEAD S ILL PER JAM 8 13/4" SILL 21/2" SILL WI DTH HEIGHT EXT. INT. EXT. INT. 74' 26' 5 3 46.7 215.9 70.0 215.9 1081/4 7 46.7 197.7 70.0 197.7 VI 111" 7 46.7 188.1 70.0 188.1 74" 3.3/8V 5 4 46.7 162.8 70.0 162.8 [., COI 108 1/4 "... 7 46.7 143.5 70.0' 143.5 111" 7 46.7 136.0 70.0 136.0 74' 50 5/8" 5 5 46.7 119.6 70.0 119.6 106 1/4" 7 46.7 105.0 70.0 105.0 111' 7 46.7 103.8 70.0 103.8 74" 63" 5 5 46.7 85.6 70.0 85.6 106 1/4' 7 46.7 70.5 70.0 70.5 111" 7 46.7 69.3 69.3 69.3 La A x' x.I 72 24" 5 3 46.7 237.7 70.0 237.7 84" 6 46.7 237.7 70.0 237.7 98" 7 46.7 237.7 70.0 237.7 108' 7 46.7 208.0 70.0 208.0 72' 38" 5 4 46.7 176.1 70.0 176.1 84- 6 46.7 172.9 70.0 172.9 96" 7 46.7 170.7 70.0 170.7 108' 7 46.7 147.9 70.0 147.9 72" 48" 5 4 46.7 132.2 70.0 132.2 84" 6 46.7 124.0 70.0 124.0 98 7 46.7 119.3 70.0 119.3 108' 7 46.7 115.6 70.0 115.6 72" so' 5 5 46.7 93.5 70.0 93.5 84" 6 46.7 85.4 70.0 85.4 96' 7 46.7 79.9 70.0 79.9 108' 7 46.7 76.3 70.0 76.3 TEST SIZE= 111" X 63" (XOX) TEST LOADS DESIGN LOADS EXTERIOR PRESSURE +104.0 PSF EXTERIOR PRESSURE +69.3 PSF INTERIOR PRESSURE -104.0 PSF INTERIOR PRESSURE -69.3 PSF WATER INFILTRATION TEST TESTED GLASS 7.0 PSF AND 10.5 PSF 1/4" TEMPERED AT VENTS 1/4" TEMPERD AT FIXED 3 1/4" MAX. 11 11 11 II II 11 II 11 FALSE MUNTINS (SURFACE APPLIED) ' MAY BE USED L J L 11 it 11 II II 11 11 11 II 11 II 11 11 . J . 17 1/4" MAX. f 1 / I , 1, J � 11 11 11 11 11 11 11 11 1 I I oalb 3 1/4" MAX. WINDOW WIDTH TYPICAL ELEVATION (XOX) APPROVED AS COMPLYING VPTH THE SOUTH FLORID: BUILDING CODE D s Vie. /fl BY NOTE: FOR NUMBER OF ANCHORS REQUIRED FOR EACH UNIT SIZE REFER TO ANCHOR SCHEDULE COLUMN IN THE DESIGN PRESSURE CHART. PRODUCT C . .ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO Oo - O 5-24 *0 / 17 1/4" MAX. 3 - 14 FRANCISCO HERNANDEZ FLORIDA PE # 51393 0 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Ploea Hialeah, Florida 33012 Ph: (305)364 -9952 Fax•(305 )828 -511 c. tv Culla c_ o • N c N N O CO c•I UZ b - O I 0 111.21111 Drown � JN Date: 3 -9 -99 seal.: 1 /2 " = R,rldon;3 -25 -0Q DRAWING NO. HS99 -03 SHEET 2 OF 5 0 0 • . - •• a "! J/ I0 lAr4.,UN0 1 1/4 MIN. CMDCWMCNI INaU MA0UNm1 (FOR NUMBER OF ANCHORS REFER TO • . , ANCHOR SCHEDULE IN DESIGN PRESSURE CHART) • • . 'I • • ATTA TO:MA.5014RX . . VERTICAL SECTION ATTACHMENT TO WOOD DETAIL 3/16" SMS 1 1/2" MIN. PENETRATION INTO WOOD. (FOR NUMBER OF ANCHORS REFER TO ANCHOR SCHEDULE IN DESIGN PRESSURE CHART) 4 • • VERTICAL SECTION WITH SILL RISER 3/16' TAPCONS 1 1/4' MIN. EMBEDMENT INTO. MASONRY (FOR NUMBER OF ANCHORS REFER TO ANCHOR SCHEDULE IN DESIGN PRESSURE CHART) WINDOW WIDTH • ATTACHMENT TO MASONRY DETAIL • 3/16' TAPCONS 1 1/4 MIN: EMBEDMENT INTO MASONRY. (FOR. NUMBER OF ANCHORS REFER TO ANCHOR SCHEDULE IN DESIGN PRESSURE CHART) • 3/16" SMS 1 1/2" MIN. PENETRATION INTO W000. • (FOR NUMBER OF 'ANCHORS REFER TO • ANCHOR SCHEDULE IN DESIGN .PRESSURE CHART) 3/16" TAPCONS 1 1/4 MIN. • EMBEDMENT INTO MASONRY. (FOR NUMBER OF ANCHORS REFER. TO • ' ANCHOR SCHEDULE IN DESIGN PRESSURE CHART) 3/16' SMS 1 1/2 MIN. PENETRATION INTO •WOOD. • (FOR 'NUMBER - OF ANCHORS REFER .Ta.ANCHOR. •• SCHEDULE IN DESIGN PRESSURE CHART) - 1/4" MAX. SHIM SPACE HORIZONTAL SECTION HORIZONTAL SLIDING WINDOW SECTIONS • • ` • - PROM A' • APPROVED AS 'COMPLYING WITH THE' 5 . .SOUTH FLORIDA 'BUILDING CODE ". • • • 'DAT re _ -CO L DIV!S.OPI IBUILDiNG C9i.) COMPLIANCE ; OF * oo arzzto CCEPTANCE If% - . • ATTACHMENT TO WOOD VERTICAL SECTION •.•-• • •-•• GLAZING METHOD: . „ USE ADHESIVE BEDDING COMPOUND AND GLAZING FOAM TAPE ON EXTERIOR. EXTRUDED ALUMINUM SNAP ON GLAZING BEAD WITH VINYL BULB. ON. INTERIOR. WOOD - BUCKS NOT BY SUNSHINE WINDOWS:447, l _LOADS IMPOSED. BY 'GLAZING SYSTEM • . FRANCISCO HERNANDEZ FLORIDA .K .0 .51393, Mdnactungr4 1745 W. 33n1 Halvah. %Ida 33012 Ph: (305)364-9952 Fax(305)520-5110 • .1: • • • • ./ • . : • 0 • d . • ATTA MEN T TO MASONRY , VERTICAL SECTION ATTACHMENT TO WOOD DETAIL 3/16' SMS 1 1/2" MIN. PENETRATION INTO WOOD AT ' MAX. FROM CORNERS AND THE REST 14 1/4" O.C. MAX. AT 3 5/8" FROM CORNERS MAX. AND THE REST 17 1/4" 0.C. MAX. DESIGN PRESSURE RATING + 60.0 PSF -60.0 PSF FOR ALL WINDOW SIZES EQUAL OR SMALLER THAN TEST UNIT (2) 2' WEEP HOLES 3/16' TAPCONS 1 1/4' MIN. EMBEDMENT INTO MASONRY AT 3 5/8' FROM CORNERS MAX. AND THE REST 17 1/4' O.C. MAX. 3/4' X 3/8' STEEL BAR WINDOW WIDTH ATTACEIMENT TO WOOD VERTICAL SECTION INTO WOOD AT 3 5/8' FROM CORNERS MAX. AND THE REST 17 1/4" O.C. MAX. 0 LJ z 8 .z APPROVED AS COMPLYING W'TH THE SOUTH FLORIDA BUILDING CODE 0 BY PHODUC ROL DIV!S:O'i BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO C – Os2¢ -O/ 3/16" SMS 1 1/2" MIN. PENETRATION INTO WOOD AT 3 5/8" FROM CORNERS MAX. AND THE REST 17 1/4" O.C. MAX. • • .1/4" MAX. SHIM SPACE 15 r HORIZONTAL SECTION (XOX) ATTACHMENT TO MASONRY DETAIL 10 11 3/16' TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY AT 3 MAX. FROM CORNERS AND THE REST 14 1/4" O.C. MAX. LARGE MISSILES IMPACT WINDOW 3 5/5" MAX. FALSE MUNT1NS (SURFACE APPLIED) MAY BE USED 17 1/4" MAX. II IMPACIjI GLASS —JL__ – _ II -� - - L -JL -- — =- -- -- II I II II II IMPACT GLASS 11 11 11 II =-- lr --,I - II II it II n i n 11 II IMPAC1jI CLAW — JL-- - - - - —1L — II II II r 5/8' MAX. BASED ON FTL -1835 DATED 8 -4 -98 TEST SIZE= 1 11 " X 63 (XOX) TEST LOADS= +90.0 —90.0 PSF DESIGN LOADS= +60.0 —60.0 PSF WATER INFILTRATION TEST= 9.0 PSF TESTED GLASS= 3/8" HEAT STRENTHENED LAMINATED CYCLIC WIND LOAD TEST= +60.0 —60.0 PSF HURRICANE RESISTANT SHUTTERS ARE NOT REQUIRED) • • • • 7 • • ••. 4 • • . • • 17 1/4' MAX. WINDOW WIDTH TYPICAL ELEVATION (XOX) FRANCISCO HERNANDEZ FLORIDA PE # 51393 GLAZING : MATERIAL : 3/8" OVERALL LAMINATED GLASS USING TWO LIGHTS OF 1/8' "HEAT ° STRENGTHENED GLASS WITH AN 0.010' INTERLAYER FILM, GLASSLAM SAFETY PLUS, AND 3/8" WIDE CLOSED CELL FOAM, FRANK LOWE RUBBER AND GASKET S -10, ON EACH SIDE OF FILM AT PERIMETER EDGE. METHOD: INTERIOR GLAZED WITH 3/8' GLAZING PENETRATION USING A CLEAR COLORED ADHESIVE BEDDING COMPOUND SCHNEE MOREHEAD 5731 AND DOW CORNING 795, AND AN EXTRUDED ALUMINUM SNAP ON GLAZING BEAD. GLAZING BEAD FASTENED TO FRAME WITH TWO NO. 8 BY 3/4" PHSMS PER BEAD. • WOOD BUCKS NOT BY SUNSHINE WINDOWS MIST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM? Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Phis' Hialeah, FloAds 33012 Ph: (300)364 -4952 Fox:(305)828 -5118 a 0 Drawn B J N Date-. 3 -9 -99 Scale: 1/2"=1" Revlsion 1 -7 — Revision: DRAWING NO. HS99 -03 SH ITEM 9 PART • REQD. DESCRIPTION MATERIAL 1 SW -019 1 FRAME HEAD 6063 -T5 2. SW -019 1 FRAME SILL 6063 -T5 3 SWxxx21 1 INSERT TRACK 6063 -T5 4 SW -018 AS RQD GLAZING BEAD 6063 -T5 5 SW -012 2/VENT SUDER TOP /BOTTOM RAIL 6063 -T5 6 SW3019 AS ROD FIN SEAL PILE FELT 7 SW1520 AS ROD GLAZING TAPE FOAM 8 SW321W 2/VENT WHEEL BRASS 9 SW-017 MOVING MEETING RAIL 6063 -T5 10 SW40111 2 FIXED MEETING RAIL 6063 -T5 11 SW -AS AS RQD ASSEMBLY SCREWS # 8X1" PH PHIWP CRS 12 SW -013 2 JAMB 6063 -T5 . 13.. SWt-016 1 /VENT . MOVING: ;DE RAIL 6063 -15 - 14 SW3257 AS ROD WEATHER STRIP BULB VINYL 15 SW -667 AS RQD LATCH ZINC 16 SW -S10 2 /SILL RETICULATED FILTER FOAM 17 SW40771 1 SILL RISER 6063 -T5 18 - AS RQD SIUCONE DC- 795/SM -5731 j 1•- 0.394 -1 0.812 F.-- 1.825 H f li 1.875 i MOVING E 9.812 MEETING SW -017 6063-15 •`' ■-• 0.050 RAIL 2.123 1.750 L 1.250 _ 0.395 T 0 .75 0 ___..... GLAZING STOP SW -018 6063 -15 FIXED MEETING RAIL SW -40111 • 6063 -T5 H- 1 ,000 1 --1 0.810' SUDER TOP SW 6063 0.592 0.050 1.00 1.250 4_ r _ 1.437 n i I _ 0.687 - AND BOTTOM RAIL -012 -15 INSERT TRACK SW -xxx21 6063 -T5 ' 2.077 — FRAME JAMB SW -013 6063 -T5 2.750 • 0.078 3.082 1.750 1.8750 1.8750 1.5090 2.00 SILL --s-11.00001-e— MOVING SIDE RAIL SW -016 6063 -15 FRAME HEAD AND SW- 019 /SW -44287 6063-15 SILL RISER SW -40771 6063 -T5 $ V . MATERIAL LIST APPROVED AS COMPLYING W.TN THE SOUTH FLORIDA BU:IDING CODE DAT it BY _ F1;ODJCT BUILDING CODE CO :ri L ANCE OFFI;,E :CCEPT:,'• "E NO &e - 0J2 './ . a FRANCISCO HERNANDEZ FLORIDA PE / 51393 Sunshine Windows Manufacturing, Inc. 1742E W. 33rd Plan Hasah, Florida 33012 Ph: (305)384 -9952 Fax•(305)823 -5116 6 Drawn By: J N Oats: 3 -9 -99 sods: 1 /2 =1 R.vslon : 3 -95 —no R.vslon: DRAWING NO. HS99 -03 SHEET 5 DSB ANNEALED GLASS DSB ANNEALED GLASS O 1 5" MAX. I6" MAX. BASED ON FTL -1004 DATED 12- 27. -94 TEST SIZE= 74 X 63" (XO) TEST LOADS= EXTERIOR PRESSURE +68.2 PSF INTERIOR PRESSURE -83.1 PSF DESIGN LOADS= EXTERIOR PRESSURE +45.4 PSF INTERIOR PRESSURE -55.4 PSF WATER INFILTRATION TEST= 8.3 AND 10.5 PSF TESTED GLASS= DSB ANNEALED WINDOW WIDTH TYPICAL ELEVATION (XO) 21 1/2" MAX. 1 20 1/2" r MAX. FALSE MUNTINS (SURFACE APPLIED) MAY BE USED PROD RENEWED ACCEPTANCE No. 62- o t . S . 135 EXPIRATION DA • 1 1 ' ; •• i /PRODU CONTROL DIVISle ING CODE COMPIIANCE OFFICE NOTES: 1.- SUB -BUCKS SHALL BE PRESSURE TREATED MATERIAL AT LEAST 2" NOMINAL THICKNESS, AND SECURED IN AT LEAST 6 POINTS ON EACH LEG WITH 3" LONG FASTENERS OR EQUIVALENT. 2.- FASTENERS MUST HAVE THEIR OWN NOTICE OF ACCEPTANCE AND MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION, PER DIN 50018. ALUMINUM CONTACTING METALS NOT CONSIDERED COMPATIBLE SHALL BE PROPERLY PROTECTED. [4.IIAMI-DADE IMPACT RESISTANT REQUIRED APrcoiED AS CON.PLYING WITH THE SCL'T'ri ilCPi0, ECilDING CODE 6!1::0. COO* C01:PUANCE OFFICE tCCErT1ACE FIO 11- 0 tOL •.2- 20- FRANCISCO HERNANDEZ FLORIDA PE # 51393 WINDOW HEIGHT Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 Ph: (305)364 -9952 Fax:(305)828 -5118 04 gm N W i r- c_ o c <N�N 1 3/4" SILL C nN 2 j� � c 6 2 -8 . §i. t/1r, Ll ,2 i EXT. 1 c i 0 M 4W § § HEAD & SILL s o y A O Drown By: JN Dote: 3 -4 -99 Scale: 1 /2 " =1 Revielon: 140.0 Revielon: 140.0 4 3 DRAWING NO. HS99 -01 SHEET 1 OF 3 5 DSB ANNEALED GLASS DSB ANNEALED GLASS O 1 5" MAX. I6" MAX. BASED ON FTL -1004 DATED 12- 27. -94 TEST SIZE= 74 X 63" (XO) TEST LOADS= EXTERIOR PRESSURE +68.2 PSF INTERIOR PRESSURE -83.1 PSF DESIGN LOADS= EXTERIOR PRESSURE +45.4 PSF INTERIOR PRESSURE -55.4 PSF WATER INFILTRATION TEST= 8.3 AND 10.5 PSF TESTED GLASS= DSB ANNEALED WINDOW WIDTH TYPICAL ELEVATION (XO) 21 1/2" MAX. 1 20 1/2" r MAX. FALSE MUNTINS (SURFACE APPLIED) MAY BE USED PROD RENEWED ACCEPTANCE No. 62- o t . S . 135 EXPIRATION DA • 1 1 ' ; •• i /PRODU CONTROL DIVISle ING CODE COMPIIANCE OFFICE NOTES: 1.- SUB -BUCKS SHALL BE PRESSURE TREATED MATERIAL AT LEAST 2" NOMINAL THICKNESS, AND SECURED IN AT LEAST 6 POINTS ON EACH LEG WITH 3" LONG FASTENERS OR EQUIVALENT. 2.- FASTENERS MUST HAVE THEIR OWN NOTICE OF ACCEPTANCE AND MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION, PER DIN 50018. ALUMINUM CONTACTING METALS NOT CONSIDERED COMPATIBLE SHALL BE PROPERLY PROTECTED. [4.IIAMI-DADE IMPACT RESISTANT REQUIRED APrcoiED AS CON.PLYING WITH THE SCL'T'ri ilCPi0, ECilDING CODE 6!1::0. COO* C01:PUANCE OFFICE tCCErT1ACE FIO 11- 0 tOL •.2- 20- FRANCISCO HERNANDEZ FLORIDA PE # 51393 WINDOW HEIGHT COMPARATIVE ANALYSIS CHART SERIFS -1650 ALUMINUM HORIZONTAL SLIDING WINDOW (%O) DESIGN LOAD CAPACITY -PSF WINDOW DIMENSION ANCHORS 1 3/4" SILL 21/2" SILL JAMB EXT. INT. EXT. INT. WIDTH HEIGHT HEAD & SILL sWLIS USVUNVJS 26 1/2" 37" 53 1/8" 74' 26• 3 55.3 140.0 70.0 140.0 3 55.3 140.0 70.0 140.0 4 3 55.3 115.3 70.0 115.3 5 55.3 80.1 70.0 80.1 26 1/2" 37" 53 1/8" 74" 38 3/8' 3 55.3 140.0 70.0 140.0 3 3 55.3 110.1 70.0 110.1 4 55.3 72.8 70.0 72.8 5 50.6 50.6 50.6 50.6 37" 53 1/8" 74" 50 5/8" 3 4 55.3 80.7 70.0 80.7 4 53.4 53.4 53.4 53.4 5 37.1 37.1 37.1 37.1 37" 53 1/8' 74" 83" 3 5 55.3 63.6 63.6 63.6 4 42.0 42.0 42.0 42.0 5 29.2 29.2 29.2 29.2 sus av'naow 24 36" 48' 80" 72' 24" 2 2 55.3 140.0 70.0 140.0 3 55.3 140.0 70.0 140.0 4 55.3 140.0 70.0 140.0 4 55.3 111.2 70.0 111.2 5 55.3 91.1 70.0 91.1 24' 38' 48" 80' 72' 36" 2 3 55.3 140.0 70.0 140.0 3 55.3 122.4 70.0 122.4 4 55.3 87.8 70.0 87.8 4 55.3 68.5 68.5 68.5 5 55.3 56.1 56.1 56.1 38' 48' 60" 72' 3 55.3 88.4 70.0 88.4 4 55.3 63.5 63.5 63.5 48" 4 4 49.5 49.5 49.5 49.5 5 40.6 40.6 40.6 40.6 38' 48" 80" 72' 3 55.3 69.2 69.2 69.2 80" 4 49.7 49.7 49.7 49.7 4 5 38.7 38.7 38.7 38.7 5 31.7 31.7 31.7 31.7 DSB ANNEALED GLASS DSB ANNEALED GLASS O 1 5" MAX. I6" MAX. BASED ON FTL -1004 DATED 12- 27. -94 TEST SIZE= 74 X 63" (XO) TEST LOADS= EXTERIOR PRESSURE +68.2 PSF INTERIOR PRESSURE -83.1 PSF DESIGN LOADS= EXTERIOR PRESSURE +45.4 PSF INTERIOR PRESSURE -55.4 PSF WATER INFILTRATION TEST= 8.3 AND 10.5 PSF TESTED GLASS= DSB ANNEALED WINDOW WIDTH TYPICAL ELEVATION (XO) 21 1/2" MAX. 1 20 1/2" r MAX. FALSE MUNTINS (SURFACE APPLIED) MAY BE USED PROD RENEWED ACCEPTANCE No. 62- o t . S . 135 EXPIRATION DA • 1 1 ' ; •• i /PRODU CONTROL DIVISle ING CODE COMPIIANCE OFFICE NOTES: 1.- SUB -BUCKS SHALL BE PRESSURE TREATED MATERIAL AT LEAST 2" NOMINAL THICKNESS, AND SECURED IN AT LEAST 6 POINTS ON EACH LEG WITH 3" LONG FASTENERS OR EQUIVALENT. 2.- FASTENERS MUST HAVE THEIR OWN NOTICE OF ACCEPTANCE AND MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION, PER DIN 50018. ALUMINUM CONTACTING METALS NOT CONSIDERED COMPATIBLE SHALL BE PROPERLY PROTECTED. [4.IIAMI-DADE IMPACT RESISTANT REQUIRED APrcoiED AS CON.PLYING WITH THE SCL'T'ri ilCPi0, ECilDING CODE 6!1::0. COO* C01:PUANCE OFFICE tCCErT1ACE FIO 11- 0 tOL •.2- 20- FRANCISCO HERNANDEZ FLORIDA PE # 51393 WINDOW HEIGHT • d v •` t.. • . • 4 ATTACHMENT TO MASONRY VERTICAL SECTION GLAZING METHOD: USE ADHESIVE BEDDING COMPOUND AND GLAZING FOAM TAPE ON EXTERIOR. EXTRUDED ALUMINUM SNAP ON GLAZING BEAD WITH VINYL BULB ON INTERIOR. WOOD BUCKS NOT BY SUNSHINE WINDOWS MUST SUSTAIN IMPOSED LOADS BY GLAZING SYSTEM. 3/16" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) (2) WEEP HOLES a HORIZONTAL SLIDING WINDOW SECTIONS • e a VERTICAL SECTION WITH SILL RISER 3/16" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) 3/16" SMS 1 1/2" MIN. PENETRATION INTO WOOD. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) PRODUC'C CO, IROL DIVISION BUILDING CODE COMPLLANCE OFFICE 3/16" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) t ATTACHMENT TO WOOD DETAIL 3/16" SMS 1 1/2" MIN. PENETRATION INTO WOOD. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) WINDOW WIDTH HORIZONTAL SECTION APPROVED AS COMPLYING W!TN TEE SOL'TII FLORIDA BUILDING CODE DAT 8. BY _ FROOUC' ;11TROL DIV!S ON 81L! D.N CODE CO.1PL!ANCE OFFICE ACCEPTANCE NO. _7 — 0 1 01 • ( Z ctl PRODUCT RENEWED z ACCEPTANCE No. 6 -0 L L r• o 3 3 EXPIRA ON DATEQ7�ph(�{ ,1 BY 3/16" SMS 1 1/2" MIN. PENETRATION INTO WOOD. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1. 1/4" MAX. SHIM SPACE 2 0 / P v : . Ir (2) WEEP HOLES V ATTACHMENT TO WOOD VERTICAL SECTION ATTACHMENT TO MASONRY DETAIL 3/16" TAPCONS 1 1/4" MIN. EMBEDMENT (FOR NUMBER OF ANCHORS AND MAX. .` 3 6 ' ° 1 FRANCISC• ERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 Ph: (305)364 -9952 Fax:(305)828 -5118 W rn N at z a�� s W N CQNaaN W. D M � M C N t0 N O1 co D (1) inmau.. O i i 2 4 O g cn iA o x Drawn By: J N Date: 3 -4 -99 Scale: 1 /2 "= 1 " Revision: Revision: DRAWING NO. HS99 -01 SHEET 2 OF 3 • d v •` t.. • . • 4 ATTACHMENT TO MASONRY VERTICAL SECTION GLAZING METHOD: USE ADHESIVE BEDDING COMPOUND AND GLAZING FOAM TAPE ON EXTERIOR. EXTRUDED ALUMINUM SNAP ON GLAZING BEAD WITH VINYL BULB ON INTERIOR. WOOD BUCKS NOT BY SUNSHINE WINDOWS MUST SUSTAIN IMPOSED LOADS BY GLAZING SYSTEM. 3/16" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) (2) WEEP HOLES a HORIZONTAL SLIDING WINDOW SECTIONS • e a VERTICAL SECTION WITH SILL RISER 3/16" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) 3/16" SMS 1 1/2" MIN. PENETRATION INTO WOOD. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) PRODUC'C CO, IROL DIVISION BUILDING CODE COMPLLANCE OFFICE 3/16" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) t ATTACHMENT TO WOOD DETAIL 3/16" SMS 1 1/2" MIN. PENETRATION INTO WOOD. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) WINDOW WIDTH HORIZONTAL SECTION APPROVED AS COMPLYING W!TN TEE SOL'TII FLORIDA BUILDING CODE DAT 8. BY _ FROOUC' ;11TROL DIV!S ON 81L! D.N CODE CO.1PL!ANCE OFFICE ACCEPTANCE NO. _7 — 0 1 01 • ( Z ctl PRODUCT RENEWED z ACCEPTANCE No. 6 -0 L L r• o 3 3 EXPIRA ON DATEQ7�ph(�{ ,1 BY 3/16" SMS 1 1/2" MIN. PENETRATION INTO WOOD. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1. 1/4" MAX. SHIM SPACE 2 0 / P v : . Ir (2) WEEP HOLES V ATTACHMENT TO WOOD VERTICAL SECTION ATTACHMENT TO MASONRY DETAIL 3/16" TAPCONS 1 1/4" MIN. EMBEDMENT (FOR NUMBER OF ANCHORS AND MAX. .` 3 6 ' ° 1 FRANCISC• ERNANDEZ FLORIDA PE # 51393 ITEM # PART # - 0.812 DESCRIPTION 1.— 1.625 ----I Z907 SW -019 r H � f - 0.394 —r 1.875 MOVING --1 _ft 0.812 MEETING SW -017 6063 -T5 ..._,_, -.- 0.050 I.-- RAIL ._. 2.125 1 1.7 1 l 1 INSERT TRACK 1.250 4 1 AS RQD 95 0.39 �o 6063 -T5 MEETING RAIL -40111 6063 -T5 FIXED SW JAMB TO FIXED PANEL SW -014 6063 -T5 GLAZING STOP SW -018 6063 -T5 6063 -T5 IT � ---�- 1.000 1 --..-1 0.810 SUDER TOP SW 6063 0.592 0.050 RAIL FIN SEAL PILE 1.00 7 1.250 -- f 1.437 FOAM 8 SW321W 2 O tnI _ 9 SW -017 L MOVING MEETING RAIL 6063 -T5 0.687 � SW40111 I..- AND BOTTOM -012 -T5 INSERT SW 6063 TRACK -xxx21 -T5 -- 2.077 — -- FRAME JAMB TO MOVING PANEL SW -013 6063 -T5 SW -AS AS RQD ASSEMBLY SCREWS 0.078 12 2.750 1 JAMB TO MOVING PANEL 1.8750 i SW -016 1 3.062 6063 -T5 14 SW3257 AS RQD 1.750 VINYL — 61 MOVING SW -667 AS RQD 1.50so L 16 1.00001-- SIDE RAIL SW -016 6063 -T5 2 /SILL RETICULATED FILTER FOAM 17 SILL 1 2.00 FRAME HEAD AND SW -019 6063 -T5 SILL RISER SW -40771 6063 -T5 ITEM # PART # RBQD. DESCRIPTION MATERIAL 1 SW -019 1 FRAME HEAD 6063 -T5 2 SW -019 1 FRAME SILL 6063 -T5 3 SWxxx21 1 INSERT TRACK 6063 -T5 4 SW -018 AS RQD GLAZING BEAD 6063 -T5 5 SW -012 2 SLIDER TOP /BOTTOM RAIL 6063 -T5 6 SW3019 AS RQD FIN SEAL PILE FELT 7 SW1520 AS RQD GLAZING TAPE FOAM 8 SW321W 2 WHEEL BRASS 9 SW -017 1 MOVING MEETING RAIL 6063 -T5 10 SW40111 1 FIXED MEETING RAIL 6063 -T5 11 SW -AS AS RQD ASSEMBLY SCREWS # 8X1" SMS. 12 SW -013 1 JAMB TO MOVING PANEL 6063 -T5 13 SW -016 1 MOVING SIDE RAIL 6063 -T5 14 SW3257 AS RQD WEATHER STRIP BULB VINYL 15 SW -667 AS RQD LATCH ZINC 16 SW -S10 2 /SILL RETICULATED FILTER FOAM 17 SW40771 1 SILL RISER 6063 -T5 18 SW -014 1 JAMB TO FIXED PANEL 6063 -T5 MATERIAL LIST PRODUCT RENEWED APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE �'R-t1 ACCEPTANCE No. °1-- EXPIRATION DATE BY NTRr.)1 t)tVISION B • [NG CODE CO\IPt 1 �. ;; ; vi:!. ICE FRODU (L -2C.', IP.OL DIVISION 8Ui10:N3 CCOE COMPLIANCE OFFICE 1CCE?UNCE NO. - 0 tot. • 2— FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Flortda 33012 Ph: (305)384 -9952 Fax:(305)828 -5118 w on p....c°3 oip c_ o r` c‘' '.1 Naa W C r') ua N A C co V OZ o r•' 8 L. ' E c " 6 i i cl C7 4 h g 1 K m (t) i 1-4 , i Drawn By: JN Date: 3-4-99 scale: 1 /2 " =1 " Revision: Revision: DRAWING NO. HS99 -01 SHEET 3 OF 3 MATERIAL LIST PRODUCT RENEWED APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE �'R-t1 ACCEPTANCE No. °1-- EXPIRATION DATE BY NTRr.)1 t)tVISION B • [NG CODE CO\IPt 1 �. ;; ; vi:!. ICE FRODU (L -2C.', IP.OL DIVISION 8Ui10:N3 CCOE COMPLIANCE OFFICE 1CCE?UNCE NO. - 0 tot. • 2— FRANCISCO HERNANDEZ FLORIDA PE # 51393 PAID BY YEAR ANNUAL TAX PERIOD USED AMOUNT PAID DE PAID ����`` RECEIPT NUMBER eiNgIMPM 3 1940 /d • �_Q `.. - 0 /3-,5-/ - 7 / 4 0 , e..1.4 � �/lJ C®} . 1941 / -2-1/4,/y, b ( • !J // 3->o 1942 /e a O /2-,y-v/ 3 /aI Aj. ! ` A rti 1 It_ , - - / 1943 /o �--v / 543 X37/ , � q� fY 7 ®3G.D d / " - / / 1944 /d . a d /,2 ; �� �. 4 i i 1945 B'"d l - /L/S / _ --- d or �/� _� i _ _ ( 61 1946 1947 A a ,,� �/ _ �V )< O 0 �7 11 .C. T " /.. e-67 (� D' /o2-ld yflt rr a/ 1948 /o? • 0 0 1-?-3I -S r i 1 /'(9'd I /(/ /.4 ., .. if 1949 g /02' e/ /..2--g/-s � �� / -/7* / -5- 6"° /�-1 /35 n ( '1 1950 �� LOCATION 134 N. v_ lnnth StrPAt � FAY //° / / � GARBAGE TAX RECORD 134 N. E. 100th St. by • year '"„ annual tax period used amount paid date paid receipt # No. STREET PART OF LOT LOT BLOCK SUBDIVISION ROOF fi .- % + r r , 0 f FRONT DEPTH HEIGHT STORIES TYPE OF CONBTRUCXION BUILDING TO BE USED FOR ROOF COST OF BUILDING PERMIT FEE Frame, Tile Concrete, Stucco Reaiderice Apts., Stores, Hotel ,t } " � , , t� , 1j BUILDING PERMIT Dated This permit is issued to Miami Shores Village, Florida, / , 19 f Owner of Building ,, pF .. ? Architect Contractor or Builder , 19 PROPOSED LOCATION DESCRIPTION OF BUILDING MIAMI SHORES VILLAGE OFFICE OF BUILDING INSPECTOR N° 342 To • • the building above described, as per application, Plans and Specifications heretofore filed in this office. This permit is granted upon the express condition that all facts stated in the application are true and that the construction complies strictly with the plans and specifications submitted, and in accordance and compliance with the building laws of the State of Florida and with the building ordinances and zoning laws of Miami Shores Village, and rules and regulations of the building department of Miami Shores Village. This permit may be revoked at any time upon the violation of any provisions of said laws, ordinances or rules and regulations, or upon any change in the plans and specifications unauthorized by.the building inspector. e"1"- .- By,ILDING INSPECTOR In consideration of the issuance to me of this building permit I hereby agree to do the proposed construction in strict conformity with the application and plans and specifications thereof heretofore by me submitted, and in compliance with all provisions of all building laws of the State of Florida, all the building ordinances and zoning laws of Miami Shores Village and all rules and regulations of the building department of Miami Shores Village. 4 f (SEAL) No. - STREET PART OF LOT LOT BLOCK ,1 SUBDIVISION 4� Jr$ '.( g tee , ;'Q E 1e i‘, o ,,,,w ,,,,,-,,,__a i FRONT DEPTH HEIGHT STORIES TYPE OF CONSTRUC ON BUILDING TO BE USED FOR ROOF COST OF BUILDING PERMIT FEE �f 06 / Frame, Til Concrete, Stuccq Reside Ziores, Ap Hotel r 4 de ,, ,,,„ BUILDING PERMIT Dated Miami Shores Village, Florida, Owner of Building Architect Contractor or Builder This permit is issued to the building above described, as per application, Plans and Specifications heretofore filed in this office. This permit is granted upon the express condition that all facts stated in the application are true and that the construction complies strictly with the plans and specifications submitted, and in accordance and compliance with the building laws of the State of Florida and with the building ordinances and zoning lawsAf Miami Shores Village, and rules and ulations of the building department of Miami Shores Village. This permit may be revoked at any time u.on /the violation of any provisions of said s, ordinances or rules and regulations, or upon any change in the plans and specifications unauthofiiedd.y lie building inspector. In consideration of the issuance to me of this building permit I hereby agree to do the proposed construction in strict conformity with the application and plans and specifications thereof heretofore by me submitted, and in compliance with all provisions of all building laws of the State of Florida, all the building ordinances and zoning laws of Miami Shores Village and all rules and regulations of the building department of Miami - Shores Village. PROPOSED LOCATION DESCRIPTION OF BUILDING To MIAMI SHORES VILLAGE OFFICE OF BUILDING INSPECTOR ,19cP 342 NG INSPECTOR (SEAL) APPLICATION FOR CERTIFICATE OF RE -OCCUPANCY i, Cr 11C% I" tQYk€ , hereby apply for a certificate to re- occupy the single - . family residence known as A AJ /<1O_SPT S , Miami Shores. Florida. a/Wa Lot . Block . Plat , as a single -family residence. ( hereby certify that l understand that the zoning of the property is for single -family residential use and that it is unlawful for more than one family to reside therein_ " I also understand that any Certificate of Re- Occupancy that may be issued by Miami Shores Village, Florida, certifies only that the referenced property is being used for single-family purposes and that such Certificate does not constitute arty representation, warranty or certification as to the condition of the dwelling or other structures on such property. For purposes of conducting the inspection required by Section 902 of the Miami Shores Land Development and Zoning Code, please contact the following person(s): Name: 4- sC£ ^' '^- Relationship: 64) a LiU Phone No 30 • g6 -00I l 6a) Address: ; 6q3 -gZdo -c Application Received: 44' 9 / q P ay: C v Application Fee ($50) Paid: Check No.. - lib W Li, inspection Made: 9/16/98 Inspection: Passed (g) on 9 e i 4 Ata-t/& Applicant Print N �� /fie _ (�'1 PJ� f i BY F. LUBIEN Failed () becauge:. ft ri 1 7 - � P,-st-f\4t , �( o 11 Page 1 of 2 CIERTIFICATE OF RE -OCCUPANCY On behalf of Miami Shores Village, Florida, the undersigned certifies that thz property described in the above application has been inspected for purposes of re- occupancy pursuant to Sextons 901 and 902 of the Miami Shores Land Development am Zoning Code and that such property may be re-occupied by the above applicant for singl€ family residential purposes. MIAMI SHORES VILLAGE. FLORIDA Page 2af 2 Da ofCertifica Cn:, 9 / / 98 THIS CERTIFICATE VERIFIES THAT THE REFERENCED PROPERTY HAS BEEN INSPECTED BY MIAMI SHORES VILLAGE AND HAS BEEN DETERMINED TO PRESENTLY COMPLY WITH THE SCHEDULE OF REGULATIONS OF THE MIA SHORES LAND AND DEVELOPMENT CODE PERTAINING SOLELY TO THE REQUIREMENT THAT EACH ONE-FAMILY DWELLING IS USED AND INTENDED TO BE USED FOR A ONE - FAMILY DWELLING PURPOSE ONLY; HOWEVER, THIS CERTIFICATE DOES NOT CONSTITUTE ANY REPRESENTATION OR WARRANTY AS TO THE CONDITION OF THE DWELLING OR OTHER STRUCTURES ON THE PREMISES DESCRIBED HEREIN, OR ANY ASPECT OF SUCH CONDIt iON, AND INTERESTED PERSONS ARE ADVISED AND ENCOURAGED TO MAKE THEIR OWN INSPECTION OF THE PREMISES IN ORDER TO DETERMINE THE CONDITION THEREOF Ms. Angie Becker Village Hall Miami Shores, FL 33138 Dear Ms. Becker: Sincerely, Cheryl and Scot Marken 134 NE 100 Street Miami Shores, FL 33138 305- 758 -3411 January 28, 2002 Staff at Village Hall indicated that you could assist us with obtaining a reduction in our windstorm insurance policy due to our installation of hurricane shutters in 2000. We require your assistance in obtaining the signature of the Building Code Compliance Official, with notary, under section D of the "Proof of Compliance Residential Form." The required sections of the form are at the top and middle right of the second page of the enclosed white two page form. The notary section is directly below. We greatly appreciate your help in completing the forms. Additionally, in checking our file, you probably can determine the date of installation, based on the inspection date of the completed work. If so, please fill that date in at the top of the first page. I have enclosed a stamped, addressed envelope that you can use to return the forms to me and I will send them on to the Florida Windstorm Underwriting Association. Again, thank you in advance for your assistance. If you have any questions or need additional information, please call us at the number above, or at my work number, 305- 536 -5678, ext. 2330. 4Ja-\ c4.4% AqDcL v�. WINDSTORM PROTECTIVE DEVICES - (HURRICANE/ORDINARY) PROOF OF COMPLIANCE RESIDENTIAL FORM The intent of this form is solely for the application of shutter discounts. This form is not for use in conjunction with any other mitigation features or discounts. APPLICANT OR INSURED'S NAME: ( k fI 1-S(A(- µ,QltkQh APPLICATION/POLICY NO. '711 2 2. I DATE DEVICE(S) INSTALLED- 1 AGENT /APPLICANT: The property address shown in D.2 must match the property address on the Application for Coverage to which this document pertains. Shutter Requirements: A. All exterior wall and roof openings, such as doors (exterior and garage), windows, sky - lights and vents, of the insured building or unit, if a condominium unit, as described in the Declarations, is fully protected with STORM SHUTTERS of any style and material, or alternative as noted in Section B, designed and properly installed to meet one or more of the criteria requirements listed below. AU shutters and/or alternative to shutters at the location shown in D.2 of this form are designed to meet one of more of the following: 1. withstand wind pressure that at a minimum meets the American Society of Civil Engineers, July 1988 standards (ASCE 7/88) and impact from wind -borne debris, adopted by Dade County, Florida in September 1994 or any local code that meets, at a minimum, September 1994 Dade County requirements for wind pressure and impact from wind borne debris or complies with SSTD -12 standards for wind pressure and impact from wind borne debris. 2. withstand wind pressure that at a minimum meets the standards set forth in the South Florida Building Code, adopted in Dade County, Florida in August/ 1988. NOTE: Roof ridge vents, soffit vents, and breakaway walls as defined and required by the National Flood Insurance Program (NFIP), and other non shutter openings as required by the Dade County building code, do not have to be protected by shutters. B. As an alternative to Storm Shutter(s): 1. The garage door(s) meets or is RETROFITTED to meet the wind pressure and debris impact requirements noted in Al. 2. The exterior door meets both the wind pressure and debris impact requirements described in Al. Revised 3/14/00 1:35 PM 3. Window or other wall, and roof opening(s) are covered by permanently installed glazing material that, along with respective window or other wall and roof opening structural components, meet both the wind pressure and debris impact requirements noted in Al. As the Insured, I certify the following: C. 1. I will close and secure my shutters in event of a tropical storm or hurricane affecting my premise(s); and 2. I have made arrangements to close and secure all shutters in my building or unit (if in a multi -unit building) when I am away from the premise. 3. The devices certified below are properly installed in compliance with the manufacturer's installation recommendation and aforementioned building codes. 4. "While your failure to comply with the above conditions will not result in denial of a claim for loss caused by the peril of Hurricane, Other Windstorm or Hail, we reserve the right to discontinue the benefits of this endorsement, including any related premium credit, in the event of such failure", and as stated in the policy conditions, " we may cancel immediately if there has been a material misstatement or misrepresentation or failure to comply with underwriting .requirements . . . established by us." Sign ;L of Applicant D. A signature of either a Registered Architect, Regulations and Code "Qualifier" for a Manufacturing Company, Engineer, or Building Code Compliance Official is required to verify section A and/or B. Notary Public to affirm. (Continued on Page 2) WPD-1 R (7/00) Paget of 2 This certification is intended ONLY for the benefit of the Named Insured's receipt of a property insurance premium discount and for no other purpose. Unless otherwise specifically agreed in writing, other persons or entities, including assigns and successors of the building or unit owners, shall not be entitled to rely on this certification. 1. I hereby certify that I am a State of Florida registered Architect, or an Engineer, proficient in structural design, or a duly designated Regulations and Code "Qualifier" for a Manufacturing Company, or a Building Code Official (who is duly authorized by , the State of Florida or it's county's municipalities, to verify building code compliance); and 2. In my professional opinion, based on my knowledge, information and belief, I hereby certify that shutters, or alternatives to shutters, on the building or unit at the address indicated below, comply with one or more of the stipulations set forth in section A, and where applicable section B: (check one only) (check all that apply) (check one only) (check all that apply) A.l (Hurricane) B.l (Hurricane) A.1 (Hurricane) B.1 (Hurricane) A.2 (Ordinary) B.2 (Hurricane) A.2 (Ordinary) B.2 (Hurricane) B.3 (Hurricane) B.3 (Hurricane) Signature of Registered Date Signature of Building Date Architect/ Engineer /Qualifier (Notarize below) Code Compliance Official (Notarize below) Print Name Below Print Name Below Address Title Address Department Registration Number Dept. Address City/State/Zip Phone Number Property Address: State of Florida County of With respect to the above, The above named signatory has sworn to and subscribed before me this day of , A.D., 2000, by (name of person making the statement) the information contained within this document is accurate and true. The above signatory is personally known to me or produced , (type of identification) for identification. Revised 11/3/99 11:05 AM Signature of Notary Print, Type or Stamp Name of Notary E. Hardship Acceptance when signature in Section D. above cannot be procured: I have attached documentation proving that shutters, other devices, and doors without shutters meet the wind pressure and debris impact requirements stated in the rule and the devices are properly installed in compliance with the manufacturer's installation recommendation and aforementioned building codes. Such documentation must come from a Building Code and Compliance Official, the Regulation and Code "Qualifier" for the Manufacturing Company, a Florida Registered Architect, or Engineer proficient in structural design. Such documentation may be waived if said individuals complete Section D of this document. Signature of Applicant Date FWUA reserves the right to confirm all information contained in this form via a survey of the risk. "Any person who knowingly and with intent to injure, defraud, or deceive any insurer files a statement of claim or an application containing any false, incomplete, or misleading information is guilty of a felony of the third degree." WPD-1R (7100) Page 2 oft Cheryl and Scot Marken 134 NE 100 Street Miami Shores, FL 33138 Cheryl and Scot Marken 134 NE 100 Street Miami Shores, FL 33138 • • SPEC a' IC AT IONS OR A RES IDE C CE FOR 1:111 . CHF. IS RE ER TO BE LOCiE ED ON La 10 EST 1/2 of La' 11 BLK, 16- ShOr ;.1 2 F E. A. EIDILANN, il2CHFECT. • 7 -S C OPE OF 727777n t ion of the 'e 'ec if:Lcct.on s =d the accom- ny ing n1 le to d , 77;ribe all ntori71 d mno s ry to eo rpleto ly erect an d f i-ish ()ye nrtrod building . • G Tri? Ti)NS 2-CO l PaRNITS: TJ0 revoral 777-contrtors F!hall be entirely renrons- able for the furnishing of all labor and natrials required by their contracts and the natisfatory perfornance of their work. They shall obtain and pay for all DerrAts and licenses, coply with all lawn and ordinances, and ehall hold the Owner harm- less from loss. 3-LINES & LEVELS: The Conbra-Aor shll st:7,17e out the building in the proper location, net batter boards and establish bench rlarks for deter- rAng floor levels. 4-RISKS &; INSURANCE: The ContracGor shall carry worknan's Liability Insurance in the entire project, and the Owner will carry Fire and ::ind- storr. insurnc:e 7s their interests ma7 appear in the York. 5-DOCUMEIAJaY STIdiP 'T' 'V Each Contractor shall :;()T in his 0:-Ainate and nro ly nay end discharT) any oblittion due the State of Florida under the provinions of Chapter .15787, laws of 71orida, 1:As of 1931, known as the Documentary Stamp Y:ct, Tax is 1/10 of one per ccn.t on all written obli to pay .lon07 6 -PEREATS: The caner will - orooul-u . p:. for , T•nerf.A1 Iluildinr7 . -io.r f'.. See - 1 1 - , - ).::1- - • • :1. us .- :.n. ...L.,.. be t,:!..,....._;n out _no t,..,..,.. .... a,. Dir V)" ....., Cohtractor for such work. EXCAVAT IO 9-CLEia 1 OF S E : shall clear the lot of all underbrush, 7-FEIDLL SOCIir,L SECUR= ACT: zacE77 shall :;ompute, in .entiate end prop- erly any obltions due the Unitod. St:,tes of nirica or the State of lor ide. under the nrovinions of the Sod. 1 Security i,ot(1„Ir 7260) ena by the 74t• Congress! Tax is g; on - yok for 20 wes during the yor. UP: After conplotion and before final ,', of the work, all York shall be loft broom clean, and ready for final F.H.A. im'nection, should insror:tion be required. • tho r to firyi, 7oil footin7 trep.:thes !-11 11 be out to .- Tzo on pl!xis. All :r.1(1 b , ai - 11)1ctely dur out filIT;(1 ith -Ion=te. 11-BACITILL: Around all footinrs after sarAo have been properly nArJ:d ( inFpoot:;d: All filling to bo water taylped. 12-MIK: Concr:Ao pr000rtions nhall be conposed of 2 parts sand, 1 part 3enont and 4 part o aairegato. Crystex waterproofing shall be vdeted to all iomrte recording to ntanufaoturoro directions. 13-ORTAR: Briok and blook ylortr shall be aounor ;d of 2 70Arts -711ean sharp send d 1 pArt portland r:::i:ent to whih shall be added Cr ntex v..atorrfroofing a ording to anilf7tur:'.r dil'oetlonn. No line ohall 1 1.1.od in nortar • All brick and block ha11 be wet with 1OO boforo laying in the viral. 14-J ai.T(51 Vnti1 toro ro !Mown on - olann ohall be 8" x 12" in ncreen wire nhall 1:0 diret to - ia-onry 1 wood bo 15-A loi-t r' •t roquirod [;ode hall :int:.11ed in nronry l6-_CUL'LG The bdT of 11 - :0000n ' in '71t rholl be filled - ith aenont - ort, r, Th'" ro ir na • “1-o 1on out roolmd '1.1 door iend window five 'r and f:111 p2o1id with ela-tIc pointing 301 ')ound, 'nrlio6 under ,)rovnue with ulkins tool. only to T nonry 17-F.:=En: b3 fi 11 rd anurately fn d, Plates ohahl 1 hlvod toryother at all cornara and n r and wl5eg joists to be earofully cut out, conrately cot and - eu , ^ely spikcd. ill floor joiflts under partitions to be doubled. Every fourth joint to be 1(.?-nined to TAaronry by U. I. anchors a:- shown. All joiotn rooting on rm to be nlcccd and printed with Col-Cure-Sol or Croorote. All partiltions te-sp&-enile acrocz jointn to havo 2"x4" ohoo and partitions to ref:t on floor. All boring partitionc to havo one row 1"x4" bridging and all spans of floor jointn to have one row of 1"x4" oroac bridging •c,luratoly out and rourely nailed with two nailn each end. The above, othemiso specifid, shall be #2 yellow nine arononly sized. Jal fva in lunbor shall be long loaf yellow nine :/2 or better. 2 1 3-P . :70vq! lurfo loo T G 'oo t f it t in, pror n .il)ci nc. 1 For3 .11 1 out or 1D -G.,.:11LaLL :1J 1 Infaowr; riTrohout rival 1 w in6o 2 ry t'qc i) tr o it S t ]. Frodutn Co., 7on tra "2 wrou7ht or cqual rl not od on p1:2,na-. All vontilat or Pm11 be 7:ith 0 8 h ronzo niro ry'rrenn rot in to 1 frLren .11 1•,'L id 7ronze it dio lwt(,,r hourl ins oun tin' 7 1 o houn :!.Li s rthal 1 be T:ountod on rt..21 nitc rc lure ly ido d to 7indo7f frno • All ;inclor ot in TT o od 7Y1131,7n furnArthed by 0 t V. Soo dctt,i1i of ja condition 2oJrn11JP E SH DS : 1-7 ar7rov:.::d o ont I not.1 tr it hi 3 ld ?,raftt Pc p1 to of found tion ll .rT. 3 an.c1 f Yh,_: top of found hr.11 -,- )roof _6 vfith 3r if icd '.1 or 0O.1 t r pit J I on) Piol ld to ..):7_tond into thc,' 11 At t 3" uP roj J out fno thj iYF iT oP fou- - (1:..t ion r'..11 3" on n of 45 do 2 • r inf or ovri on doff or cd of r . 1.S - 11 . 1Y 2:2 C11:1 31., T 3 :7 1.6 " ' :„ T.T I • . , - • t o 2 .; T • •.? •. 213; 1 • a ir•ro 7.) 01 ' o Ti Ti. :'Thocr joit f" - A.- Ti - ith 1" 2 Q1 I floor to 27-D GCRS : ha 11 STEL 7 :111:DUIS 17TLI1P7:, : •■•••••■•••••....10 / or 1 1 ' 0 1 / •-• ' ' - s t••• • • s . s ss-- • .Tr." 7(' Or • T1 ' 1 1 .. 7 '2 t , .,r) . 7;xtr door: - i\-, ?_oval'lo wood noldr' Typi:7;R1 intrior cloon 10)1.11 1-3/8" f)urh door r,. S rccu door rthli Pu 1-)/8" thicdr. ith 18 rrh !ronzo 'Jiro Ptri s , Front ,r doorr, to h: :70 ( • 111171- trIlln Mar (In 1 ):.3foro nlrultor- 411 -7 - - " • "-I E-,,„ S ,h iLl 1t ovor ad rourd sink in kit • • S ' 1- 1.: 1 Y. 1.2 aoO ';'ho if r on tri . 1" 1. 0 t11..c' r od in :110 to (1:,r 1 711r.n3 30 -0filc FL 0 OR S : .;t‘.:26 1" n 2- T G laid 2trairPht and ' 1 1 ' in n i tho tongue T 4 :1 -, 0 roo to V n a VI a nu t, _„.. - • 0 r ntrip, 31 -El To aau of c1 .00 for 11 £ jr irh rd.re . IT OP Iiit i S :2] E PT OF T'177 t 1 1 or :7.nd _ _ f o 11 r ()of , r t 1 02 (.1 f 1- - hincn of :'.11 (10;r int ion for ont,7'.r, build ins . c.11 Tiork water tight i 0 1. i, ntir roo'i' to bu o d uh 9O 1 - to -nr roofin, thn o7 roof with Hood lingle tile t in ,d. 33 -FLi.45H. MGS : r ion:: of r o ur of o nature ha 1 1 7A.) f]aaiad nd :ountr-f la 6 Fleahing ahaliL 1:o full length 7:U.; old j o int thru 'roof 11,..11 2,H1J17: in th h131y or J ed in id 1 a in 1 for - 010 fl 21 07 2 .. I Ofl a d . iron dr' JIfJ2TH rr o 11;. 4 T r:t: : 7A- E 3„.2. f:L: T91 S 17 " ; 3 To•l•I; Lc]] 2775-11 to 1rao 6 x 6 r ; - .on St 2 or to h x 0 (1 Ca .nd 12 in 3 : 7 -6 ( 'Ell:, for to 44 . . 1 1 . 1t groan nd. 12.a .t roll eciga a 12: 3.1t tn. roar: f loor inc 4 u high ' around tim 6 1. 1y Own::::.r. a 4 (larry t lo S ILLS : - thr ouh. th.) 1O1 - the ox,0,t ion of 7E7 in the ; to h: 6 x 6 cluni‘ry tilo L., !II' - LA ri• ?.."; STUCCO -----, 1" th h .11 vi or d r o o r nailed at car 1. nra n.(.3 nat 1 1 th Thai 1 I IC ;7:24 gUCI expanded t o o 1 Lied at 11 la and ctaplod at IlYorr ::.r tan1ori not r.or 6" :cry .rt chill 1,-.12 3" oath !' cornors • • n. 11 ' r'11-.11 one part and •. on f17 zyr!-u'r 17)l' .-tor "h 11 - he fi..111 of sy.pru hydr:.tJO ).m.6 rerenc;d 1 rown -M-11 of fth-.11 Lc by Carrier, 37-ST UCCG: S of t7-o onrtr, of ale an, -harp and to one part of Portland aaeent, to wbi).).11 ahall 1 ( , addcd Cr;),ztox 1 ter- - Proofirc ec orr.ljn, to ylf.lnufn:turor npoairinatonr. PAIMING 38-EY:TiE OF YORK: rn of the oontn't includor, all -1Pterinlz, labor, anc raffoldjng for tho - 0intim of nll oxtorior -nd int Exterior rtulloed - a :11r to le:VD one aoat, in Tyrtcr inc paint, aolor to 'o 1): 0' 21')r. zr1 pc).intr tra luiquore and oile ahall l.a Shorwin- 1 : - illia, DuPont Bonjaln lifooro & Co., or Pittburs Plato qlann Co. or oau:11. hocir Arc fthall 1)e ')rowpt to the 111:116iTI in the loackcon; tho ahall 12:-ed in Etttittord nJ.th the direPtionn :lunt not thinned unman direPted 1.y Cobra nelo by 07, 40-f .dSHTP --- A11 - 7557t, dirt, nhall Ye r ae ":P:.;foro Lp7plyinc paint. Puttyin[f; )Thc.11 Pa done .ft,r the , )o , t ha a firihed t=L 1 1 123 00 ih vel and free fron dcfo Snd done 'here no(P3ry. Clotf! r1.1.11 1.3 :o:pifid for edjoJnd room. f 7foodviork nand in. nerfo:)t ondition before :.ry Ty 1.T to do co, tho IyA.ntinij cotraAor ifit:11 1;e ropi9onniblo for any defe.)tive wor:! or paint. A17 to )Pe pr.intod ahall ho orir,led with lead and oil paint. Exterior door frie a and 7rineloy; be ba(),k - Painted ritli he any .:()ft of q'.conote lee fore crc at ion, All. ahall 2 hei 'por:rt nhollo after fittin. 'J door 'ball top p(1, 1Pottm:. ed!,3!. minted, 42-P )E=E . WI) , :=K: All oxtrior 7r in ,(3.d±tion to pnii .in, tro PoiAn of 1G rd and zinc, paint. 1 :100DWORK: To777777570 :,oatn paint in ivory finch. NOTE: Plasterd r;oiliw not Includod unlenn dirted Ownk)r later on an oxtr. • • Li-SCCTE: Yhe - ork un(l_r thj sotion hu11 inc; ludo the .;oilplete inst'.1Thtion of tho ..:onnootion with .1:2 linos :nd fixture. This contra(:tor nut pLy all conne'::tion feof:; roquirod for T..)luning work. The olmay rith ord.j.nncos and reultionfl r 5-EXCI0JTIN: The76ntr. for ' do a11 ox tion wor k roqud this (1)ntr includinL: sal no ;osary after hir. work hay boon tes,tcd, inuccted and ap 3:!() pipe thall be exposed Lb ova the round. 46-SLR CONNECTIONS: Shall o ordi12.: to )odo requirorontn .id 7:ontinue under tho 7)uildin„s and connet to fixture with proor flize rio a2 required the I aodo a Lil joint in Floil and vont rLrin shall nEked with oakun .1.nd run with nolton load pronorly f;:aulked, furnihed :voc inF-tllod 1)y liftor co7-=y. Fron the retar run. 3/4" pine to l'ths and kitchen and fifLe pipe dirtrilmtinE oJ c - :-ter to . J1 fixture n. In tall 3/4 x 12" Jr . 17127 on - 11 riorf.l. Hot wator pply lire l/2"--Run hot water 'ipea to all fixtures> ex:::Gpt wter ofut arid 111 :0072. 3111 0001c. ba11 1N2.3 1/2 an.shoIm on rl!.ns. fillinL7 fran rietor';; throwOlout of s troll ,11 soil pipo shli caiyt iron, tad -rd a iit, Furnish and int: 450 sfd, optic tank drain tilo. 48-SOLia TJFi SYSTE: Ir au instsli 82 sallon t*J1k. 50-BLTH: V rp thifl contractor; ffyston to be 49-PIKTITI: 5 "H.> Standf.rd fixtures or equal, in white or color. 1-F 2315 - 5 Peroke tub fitted with K 47 R.H. tub &; f fixture K 438 Pop up drain 1.-"ter Iloset "Cadet" P 2175 C 214 ChUrh white f;eat Lavatory 3867 B.Z. Hexason 20" x 2 1- P 7020- 20 X 30 P.R. sink Dual rArt:.iner-swing fl)out faucet 006 EL2ICTE, IC Ti IR DIG 51-MATERLS: ATI ahall hO anroved by the Yatiom.1 Board of Fire Underriters !rnd the wirirc :i shall eonply with all looal rogulv,tionT -rid ordinances sovorn117; rylne. ""' • 52- 11, OF ouTLETs: • SHI bo , ihown on - 21,•,nn. 53-F=TIE 1 to b noleAed tmd paid for T)y ownor qnd hung by Contrtor unl otherwise npecified or diroAod. 54-TUAR.IIIT: Thin entire votk ball be Taftranteed againrlt any do- fotAn for period of one yeor :iron date of al5x,ptti.nce. 55-HaiJETE C,f':B Provido :.ild rot in 1')athroom. Allaowande 411.00 DottorA lino of T;lediino cabinet to lle 48" frolf. floor. 56- 07mr to furrirTh 7onotian laindn, curt in fl' awning, driveway cAnd fill. Registered Architect and /or Engineer Disapproved ... (Signed) Building Inspector 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 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 progress of the work. Date March 19 , Owner's Name and Address R. A.hrendt No.... 1,l�......_... Street_ .1t.E.._.1QO...,S.reet Orkin Exterminating Co, Name and address of licensed contractor 1960 N 27 AVenue 331 Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done tion a Nylon Tent Fumi 1VT State work to be done and purpose of building (by floors) y __. . ....._ ....... ............ __ _..� Vikane 18 -24 hrs. 31,000 cu.ft. _.._. and for no other purpose. New Building Remodeling Addition Repairs No. of Stories 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, Permanent Supplem 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 arc required by the Act. The undersigned agrees to employ only such subcontractors, on work• to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed`)':_ STATE OF FLORIDA, COUNTY OF DADE. j Ss. Before me, the undersigned authority, a notary public, duly authorized administer oaths and take acknowledgments, personally ap- peared 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 e. -2, Q Permit No z09. �v v Date J.1 l ) Read, Sworn to and Subscribed before me. Date PLANNING BOARD DATE Chairman Member Member Member Member ...... Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re inpection fee of 51.00 will be charged when such re inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Notary Public, State of Florida My Commission Expires .. to me well known, • • 0"/..MIS HALM AND ADDRESS •• ORKRI EJC"1 TING Q0/ TANY, 0 1960 MI 27 Avenue nerd, F1. 33125 7 tILR 0. 1;q,Ut4;i.0 ) , '•71.( _ • FUlaG.Nr.,7(.7: ;4QT3cDttri0r • LOCATION OF STRUCTURE A • T 01? STRUCTUE MEE :AND A OTTLYi 6 PT,Wirf; FL7CRIDE . , • 0 • • - • "1"1„ t;1 ITYLCIT TEiT DATE AND APPROXLIATE TINE CF or lit LT".t? Attiligrat LEFIGHT OF FUnICATION PERIOD (.11: PRU.D12:.T.E) 18-24 Hours • DISTANCE TO. NEAREST' :STRI;C7fRE 2.0 OVER J0 FT. UNDER 10 FT. • •••■•••••••■■••••••••••■•■■■• CFRTL OpERTOR OR Skc FITIGil'f.ION . . 11 .7.7 7 -„- • . .1 -.7.: ; • , . C :::7: CARD. HOLDER , ; ; ;;,, Th; . (-7.• c; 1)c; • 1-1 :) -'; ." ; NAFE: . • • 1 ' .; (-; TDILEFHONE: DAY: 633-3421 62.4.6365 1:0111.GLTICN SEILBE paRroRT T.T.L.T..'S I1 STRICT ..".DTE TO THE ?..Ci_r_STERED LAPLAND Ti STATE BCaRD CF R.EGUIATICIT.S. .• . • -Dept• ... Office. • J The Sunshine State LICENSE NUMBER M625-796-67-182-0 SCOT ROY MARKEN 134 NE 100 ST MIAMI SHORES, FL 33138-2317 BIRTH DATE SEC HOT REST ENDORSE 05-2247 M 5-08 A ISSUED EXPIRES DUPLICATE 06-04-01 05-22-07 00.00-00 SAFE DRIVER SI20100040087 Operation of a motor vehicle constitutes consent to any sobrieN test required by law Chairman Member Member Secretary Building Ins /ector Permit No.Issued t BUILDING PERMIT MIAMI SHORES VILLAGE FLORIDA APPLICATION Application is hereby made for the approval of, ,the- ,plans• and specifications hereWi .submitted-for- the or other structure herein described. This application is made in com- pliance and _,conformation, with - the "Bu•il•ding Ordinance of the Miami"Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ..Ordinances pf l Miami Shores Village, all rules and regulations of the building Department of Miami $hor.es. Vi shall °be -- c'omplied' with, whether 'sspeccified or n9t OWNER . 0 , - "Ifik? � q ._.,..,..t - ? � _ .. , ARCHITECT I. t� CONTRACTOR t h4;0, 7 t LOT /05'4 tlf BLK /6 SUBDIVISION 7i ,+,NSTREETn /05 )/ /'©® �' NEVI ✓ADDITION REPAIRS NUMBER OF STORIES / ROOF TLzr COST (excluding Architect's fee, landscaping & garage) CO,' Building to be used for` t P _ PLANNING BOARD ci , and no other use. I hereby submit all the plans and specifications .fgr said building. Signed - t 1/ s STATE OF FLORIDA) COUNTY OF DADE ) Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgment, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the builder of the above described construction, that he has read the foregoing application, and that he did sign the same, and that facts stated by him are true. Read, Sworn and Subscribed before me, Notary Public (Signed) My Commission spires Cubic Feet//' Cubic feet required in this Block ,/// Date ���� �. Electrical fermit No. Plumbing Permit No. Paint ng Plastering Lathing .. _ , Electrical Mason`& =Concrete . Plumbing Roofirig J. Glazing! c- r- Tile • LIS'?' -! OP' SUB= SPEC 1F IC AT IONS FOR A FOR Lal . Cif IS I-ZE TO BE LOCATED JD OH Lam' 10 & EAST 1/2 of L'JI' 11 11 LK. 16- ! :i^:r'i 5110'' ^t, Floriet,r. . 1'.. v1 PT.„ TIT, adr _,. 311. CT . J0 :. 1`_' I ;ITS 1- S O OPK Cr "ail e M tention of the r!o 70oificationn r „d the ttccon- TN ryin . plans is to d , ^ cribs f .`pd l :bor necessary to co.:pletely erect and f_i.jThh r) ove ha nod building. 2- CO11TRiLI1`ORS P TF.: lTS: The rcvr.;r•• l ^u T- contra ;torn rhal1 be ort able for the furni^hin; of all lC or and their e;ontractn and the nntinfa ctor;r p_jrforY,anee They nh ~11 obtain and pLy for all nerrit^ and li with all la rn and ordinanoen, °ard ^hr,ll hold the Lone f r or.' iroly renponn- lo required by of their . York. oonron, eo' :ply CA:'nor ha rr. - 3 -L1DES w 1.0VI:LSs The Contr for ^.1ir 1)_ r t ,kc out the building; in tho proper loc,^ction, nest hatter boa,rdr fAnd ent .bliah bench riarkm for doter- nino, floor love In . 4 -RISKS E, IiISU ANCF,: The Contractor nlval r.rry 1 or1- r ^ar.' n L r 1 ility Ihruranco in the entire 'project, r th : Owner will carry Fire ,and rr,tors ins ur' nee an their t ;r mtn nay anpe ar in the .':r ork. 5 -L' 0CUI,TEI?T I, Y ST /,EP P T LX :�ca h 3ontrractor -hall col puto in him ertir-ato and proper- ly pay and dinchr.rge cans- oblI ation due the E t^ate of T'lorida under the nrovir.ionn of Chapter 15787, 1avm of rlorida, 1,eetr of 1931, ?-_nown m the Docur:ionta y StaLp l,ct. Tax it 1 /10 of ono per cent on all ' obl_ tionn to pv i.aoncr. 6- P:SRFA S: The O'rn,er rroeur c; and pay for r nerd 1 1�u lding n Special 7ler I r . r all_ f ti . " por�..it . ,,� t ,:h' b:, t �. -ter out � d 1 r,. for by ;rho Cohtra et or for r;laeh ;ror'r 7 -F..;D LL SqCU ITY i,121 4%:.ch `contra, for sh compute in . hi;' anti. rtto and prop - cirly p' y: <ind dirch ry ot 4bli at _on' c!rae th United St,:toi of ,.r.:'J_'ica or tho Stato of ":'1ovida and ; r t, }1; erovi ^ion^ of the;. Federal So 1 Security L.ct(Er 7260) or.actod by the 74th Congron::+ Tax in 1" on - re*1, for 20 ;_;:o'r;; during tlu ., e'r. 8-01,3,G. UP: .1:fter corpletion and before final ^ccrtc_nec of the all York shall be left broon clean and r: fi.dy for final in ^nention, should in }e :i?.CLV. ION 9- CL�: I:I "G 02 S ll': ,:: hall' clear th., lot of all underbru ^h, • 'rtunpn, ot., vT1t7" th9 1i1ii3 r'. 10-'2X0.V/SIOIT: h',11 .1 to firp, h'.;..rd roil fold footinc, tronohon rler 11 bo :311.t to rizo on 371.no. 1111 fy:nd oltr rhl1 lon:Actoly duL7, 0,).t 11-13.3KFEL: ixound t:11 footin3r, rnd inr,pct. . fillirr:; to • 12 MIK: • .Conroto proOrtionn r bo ooll:povod•of 2 I)rtr. nand, 1 prt 3cnt ncJ. 4.ptLrtn t:.L Oryntox yA,:rproofinc nhx.I.11 • c_ddod to t.11 oonort0 aaoordin3 to :(.1nufr:ltur;:a4 dirnotiOnn. • . triok rd bloo no31p67..N,d.of 2 pct n olrtn nht.l.rp rn.rd , J-)51 1 port . portlnd nTi.nt to rht;.11 ?) Cry- ntox wAornroofirq,:t1no'. to - ;:;.1 - rifur . or t r, dirootionn. 719 n1T,11 fo urod ir tir mrtar. .11 brick !!nd blook nhtal 1)0 lot '7.A.th hoc bcyfbro 1.nying mt ;i•!;11,, 3.4*-V:. Me4TORS: V417.100& ';;11,21' on p1 t2.rf lo 8" x 12" in rd•rorzon rire t no n!,i1Od:dirt to Iltrotry mAJI.1.. wood fral-o will bo talowod. 15-AITHORS: F3r jOi rr,2torn r!.n rocru.irod nhn.11 7)o innt:.11od in r-.nonr7 . 16-CTI'.OUTIrGOi.ULYTI7G: Th( 1.1l 1Y: fillod 7ith rortnr, .1no ';1ow.9 out ' 'al door olid Irith c1arti poirtirr oon-ound vtulinc,r tool. T1'i ',7 t'ovr lion only ood.), hic bOon Proprly - 3urod . tpod. in ',xtr)rior oporin - ryo ro in rnnatilnr rd..wirdo7 nal.6 fill. und-r pruo ith to : t'onntruotion. 17 r - ;1)_ 1 ,0 ; ,rd '1.3ourt.toly fr - od. Flcton nlnt.11 1c 11. tot7 ;A, t.11 oormrn Lnd r-lioon. R-ftorn trid iL joi"t1 to 1 -:.) lo.refully mit out, voourcLtoly not t.nd romrolv -pUrJd. .11 floor joirtn und.r ptTtitionz to bo doublod. lOv fourth joist to l rarod to- rP—onry ly J. I. falohorn p' .11 joirtr ro'nt'_rs on 31—'onry to bo p irtod Yith Ccl-3uro-Sol or Crnoroto. 411 parti4ionn te-14ttlfo t'xorr joi-t1 to Tr 2"x4" hoo -nd p' rtitionr to r 't on floor. .11 7 p;rtitionn.to lorNo one i'ow 1"x4" rI1in nd .11 rpnr of floor joi to 31%70 on row of 1"x4" (;ro-r brid:;ir3 r.3.mratoly out %DO. ( 103WOlY milod with two n%iln oLoh ord. T (:) othov'tino npo)ifi)d, f0 7ollair rine Dropirly niz)d. ‘,11 lunbor lonz 1) f yolloa nino , or 1)ott3r. ' L11 2 pry lunla )r rh 11 lo T ?: G -h' .11 1',) no 7 r tiffAt f it t 1.:2,07 n- ls)ra . .24 . Fora -"ic 11 7 o 1, )t.nod 0 tit T1 -.,.t i:‘ .o 71I7TDU.IS 10 -G..121'2114,34 - f 1 ,72.772L; • irco T;7:73'o cl 1)y ts 1)2' tr 1 Prc)dur.tr Co . z or not;;(1. on -,r(mtilf,,torr ' . 1 . 1 ' 0 7, - iti31. , in; "D" or) tin —10 10 „i, hour, tos r,33.r.11. ountc or. 1 -:)1 tc Vy i cl to 21c0 i • L.11 -ot in v:oocl ot").>r7'.. .. of on0.17,,t onr . : 1rovd flt1noui it1 ti ito 1:Jd ,t to Of ' 011)10.: t ion • • .ro iy nC f 3.; • 1 .1:7 - 1:j to: t. on Ithr• o of - .u1r . .or t 17)1 t )11 01' 3.,C1 • Shi1d to xt,;)nrci into th:J., 11 ; t 3" n iOJ out fix. 't,"1 in': of tho _t, f_ on. .11 3" on rn of 4,5 • 21-F( T "•;:: inf or :).•.)c). a o (10for: of rizo. 2C-CCT:C - 1 ,c; 3 1(3" •rin3 ?Inca 1: T . • • „ill: 1 " , » -; v.: . 2 - t. l';`; • -S12,...:+-1 , TT ioo t l'..n0.t 71' t 1" , , on ';'..3"1:, 5r 1 i1 . 1.'loorr, '110. to 25 C c,11 1 : U:c7or i. Trt•_ or f:o : iiILL.I ' / Tt• `C" 7/8" ith 1 27-D • S hr.11 ; , 1),;foro . 3 •-.7.,) 4" '1 1)-10 01•11.1n5. ;;•15 2'1-1)()CLIS: o 7 %; fl f_th 10vf IC 0 int;r3..or door ;h11 ' flu 1oor • 1-1/8" tic :iti 18 A" 011.30 iro (1.LAL nod • •ront nc1 ru.1 doom to h...70 28 li2C:rE; 1 S - 1717 11 ' , 01 r link in :!:itf.m.;hon n0r dc.t:_11n. 2D P7 ' c--'r''4 7.1 )1! 1" 12" - :oo hook 2.. 1" tu - ;?.ot , , rod hrll ot. Two oh .:1;r olorttn, to 7 ,, 0 -011K 1s) 6.• 1" Z 2 T E. G 1.ad n, .110 (3. .■,11r 01k.;11 t t . ' of_rf.i.or rix - of for 11 21 . _ . . , . . `t.; S Till :(0 1 ,.. 32 1:07111: - 1- - ,r_77. .tor , 1! ':-or for .11 roorn , r'ut' •'.Tor-. :1!1.1.-11.1n4 of ! de r, on for ont.r,) •c!or:! 7)0 Tr rttor t 13ht i on, ont1n roof to 7),), JO 3. to nii_rfr.lod roo3 ov r• (rat to roof •.,.)./ ith Hood n,31.1n.10, tilo n.:.)t in r' olid .ort 1 0-(1. 33 : in.t0r;:o.';t1onr: of oc I v c,rrff ;Or: of o n!'.tUrc.1- 'Jo fl; :smunt:Jr-21n.7.70..00.. 1 lo to :DO ir.t • 4,11 1 in t.hru roof rthca 1 1)0 ?,:•...uVr_od • in thu 1 or jr1-A; df in u1 .;'ti Joy.0 T.onin 11 7,o un'Jd 7 ro7ide - '7ain .row' C.. . iron C.I.r 11 C 7 ,ic nup on 1" 4" G 1nn t11,20. in linod tf ,1:r ( 1: TI:1; ICLL r. r 77.70 to Iv 7o 6 .; d •.on tllo; to tr: C v .nd n 5::6 1410 for :',7) Jr. nf. to ' o • ! 70c1 TY,; "0011 1 floor f-.rtl. 4 7 rnd :ziourd tu..7) 3 hin pFttorn Ownur. o . .13.: - .7o 4 t 4 Riun. t4bo. r : 1111 - irclo- n1.11 tlirour7 ;1 t.11. 3o7t ion of Lfl. in Vic; .t7h r - ', - ,r1 7 1;.; , n to h. ''o t1lo . • ----- 7:oo& 1 7:;; -,Ty13 Or , yi2,21 '.on.rd • n' .110 d t 0 7', • 111,x; r t' 1 .1 ; .th 7) !,224 c).7.71rndod. to,; 1, [1rd cr75.11Z, f*.t1u r, not Loro • t:in_n 6" - iiot..1 1 1:th rlin,11 1! . 3" oft )1a r.t 1l ' ornrr .'36-PLL5 Scrtch '3o-t shgll lo on part na r1 ono 1-,rt 2 i" [;T-un plat,r. To - cL:nter nhall a fin12h cot of syl.priv.: 71r.ntor, hydrgtod lirxi nd rcr;)nod brown pLIstor -- )roporly aprlt:d. .L,11 1inr iil1 1)0 plartorod. '12exturo of aLovo nhll 'cy Ownor. 67-STUCCO: cor:cood of mrtn of clis;an, nf:nd to ono part of Portland - ;oliunt, to whic11 thr11 cidod 'yter- rroofir3 aclordins. to rif:nufaturorin nrcifictiOns. PITTTIrG 38-TINT OF 1 'ORK: TiniTF of eontr-t It imluden '11 T-t,rifls IL' or, Ocroi arc', rcaffoldjns for tho pairtirs of 111 (;:,-.t,rior and int,rior; Extrior rtuc:or)d Ifni' to h, vo onc )Ot in vv.torrroof- Inc Pint, color to 'c solo ;t,d y 0= nor. 39-15J I/JJS: All na:ints, irsrnirhoo lauquorr and oils •hl]. Lc Shorwin- llial Du.„-ont ion jal in 'Moro ea Co., or PittrImr3 Plato Gls-,s Co or °qua. 1.1 ' 11GO 1 )c brousht to the LU1d1nr in tho orisir 300; tho;: nhall 'c tired in etttitta: ord n 1th the )(Prff diro;tion7 gnd 7 ult not 1 0 thinned unlorn diroct,d 1 y 0 n-r. Colors roloctod by 0 • 1,IT dirt, rh: 11 1', ro ovc,d Putty_tr; shcll 1 don, atcr tho priEir7, elo't 1 aly-qi_a, 1,11 fi surf r rh' 11 1Jo r ooth, even '110 froo for dcfo Sand 1.crir3 -hill i.0 done - hero neoo-nfry. Closet:- nhgll lo si.no fn n for „djoins roor. Sou thgt ir proporly pro- p-rod and in perfe.ct condition bcforo uny p'irtirs is stvrt„d. Fr.ilins to do co, tbo contr%ctor shall to ronponsible for any dofo:tivo vorl or n.,cK ---- 1=FoodT;or 1 -: to ec :%inted rhall Lu - )ri2lod with loltd. find oil Point. Extorior door fr- es flu) iindot ' shill bo back piintod cith hov o't of croosoto boforo orpltion. 1,11 nhr.11 sivon hocr ;cy:t shellac -tft,r f:Atin3. ,111 doors shall hr.vo top cnd Lotto n 0ds,r p 42-EXTE:= 1:CC:0110,K: 7ioodork shall o: in addj:tion to ITIYIns„ t:To of lu,d and zin paint. 43 - T2IL 'IC nODI;ORK:, jO 1. vu ° throe coats paint'in ivory finish. FOTE: PliSten,d alln Lria - ;3: 1 .1f!_nsno.not ipcluded union's. . directocl Lr Olmor 1: on r an 0.7:trL. PLIT d4-SOCE3: The ; undo!' tii rotion nhall inludo th3 Jo. inrtalltion of the plull,ins % inolndirG onnot ion 7ith • wor, liner (Tid fixtur.)r. Thif .ontraltor urt ra,;,- all lonnu'Ition roquirod a.or 1uni rier2:. The lau 'Y1113 ry-t.. - (Art !ith ord:nnor and roulftIonf T 3ortm to do all ronuiro(1 th_in imludirs cAor %in w ork hr' Toon tented, ily..7o and a,p iT0 'ii-l1 enno1ed.a7%o7c thO aziound. COANEMIDNS: lo o,ord.7. to - )odo requiroLontn (nd ontinuo under the building and , to -11 fixture-, 7ith prover rizo pip° al roquirod the - )ode. 4,11 joint- in roil -nd -ont rhnll lo raked Iith oa.!-un amd run with nolton load. pronorly 47- ZJ &:&r::: ---- 7fFald-d 7 6 rotor T:H1 'o furni-hod fma intallod by Wrtor Fron the - otor run 3/4" pine to 'Ithm and 1itc: and • nor; r;: « n irtrtLutino; _le3d - 'tor to all fixturon. It1: 3/4 71 12' air ILT., or 11 ri-erz. Hot miter cupnly lino rh 11 be 1/2"--Run hot -1 ter or to all finturen enlont ;.tor alor,t -.rci rill lo Sill 00(3kr, 111a1 10 1/2" an 1 on fater 7i-o nd =incr fro;' rote throwhout of, nioon npo3i1ied thr.11 'ar.lv. iron. All noil pipe h 11 'ao 47:ant iron, ntand rd woicht. Purninh and inrt' •11 450 Gal, roptic tv.nk with neee---xy drain tilo, 48-scLia -TZE1 •SYSTD=1: Tr to be installed T 'f thin contractor; naid -7rton to bo 82 Gnllon tank. 40-FIX2UP2S: To be Stroadard fixture. or equal, in white or oolor. 1-P 2315 - 5' Porbrolro tub fitted iiith K 47 R.H. tub C.; nho-or fixture K 438 Pon up drain 1-'ater tlonot "al,det" P 2175 C 214 Church - 7hite , oat Lavatory 3867 D.Z. HoxL.on 20" x 24" 1,212.CHN: 1- P 7020- 20 x 30" F.R. nink ntrr fr faucet 906 21.42CTRI0 '.1.111G 51-1ILT:RILLS: ATTn -hf,11 be a-J by tho •tion Bo'rd of - 'iro ilndor rit • and the w:IrjnG r:Tton -hall no!'nly 7Ith all local roulftionv rd ordin noon 3ovs ' O. 52- L _)O »I I03T OF UUL. TS: Shr:11 bo - n nhoUn on 53' -'_� L TU L21,1, 01! : o ;,c a :t;;d ; nd )n id for IT O':'nor and hung by Contrt.;tor uni:nn othor7;ino npooifiod 'or diri,.t <;d. ont:_ro otk 1)o vu':rrTiti: d _2 inrt ; ny do- i o t;_, for period of ono- :.r ror d Ito of ; o' :y 55 1 1) IC 17 ' , Ji.)3 Ty. , ',`.12 ) : Pro .riot: . rnd r c;t _rte : _t'rroor .. i ,11 r.o ;3otton lino of ;' od,to J.no .;t11;inot to 1 48" froryl floor. 56- O7nur to furrInh ronotic.n ►.inclr�, nurtvin nhndo.n, awning s •drivo`,ir f t:.Snd fill.