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1285 NE 95 St (4)2' -8" 13'3" • • • • • • • • • • • • • • • • • • • • • • • • • • • • EXISTING FLOOR PLAN SCALE: 1/2 11 = 1 ' -0 1" EXISTING ELEVATION 1/2" = 1 '_ 0 " y J) • • • • • • • • EQ. (7" MAX) EQ. (7" MAX) N \ EQ. (7" MAX) -1/ FINISHED FLOOR +O' -O" z 2 3' -3 1/2" n: 9 + 55.4 P.S.F. - 55.4 P.S.F. 9'-4" 8" CONT. THICKENED EDGE. SEE DETAIL SHEET A -2 + 55.4 P.S.F. - 55,4 P.S.F. - SERIES FD- I 01 OUTSWING ALUMINUM FRENCH DOOR W/ SIDELITES. IMPACT RESISTANT. NOA No: 02- 0927.13 • • • • • • • • • • • • 1 . • • • • . • • • • • • 8 "x 1 2" COLUMN W'4 #5 VERT. DOWELED INTO EXISTING FOOTING AND T.D.M ABOVE ALSO #2 TIES @ 12" OC @ EA. SIDE, BREAK ADJACENT CELL TO ACCOMODATE FULL 12 ", 12' -0" + 55,4 P.S,F, - 55,4 P.S.F, EQ. (7" MAX) SERIES FD- I 0 I OUTSWING ALUMINUM FRENCH DOOR W/ SIDELITES. IMPACT RESISTANT, NOA No 02 -0927. 13 EQ, (7" MAX) .\ \ \• EQ. (7" MAX) SCALE: + 55,4 P.S.F, - 55.4 P.S.F, 9 - 5 " SCALE: BLOCK UP EXISTING DOOR OPENING, PROVIDE 1 #5 IN FILLED CELL AND #9 GA. HORIZ. REINF. LADDER TYPE @ 16" O.C. BREAK ADJACENT CELL AND FILL SOLID, LIMITS OF EXISTING STEPS PROPOSED FLOOR PLAN 1/2 = 1 ' .0 11 3' -0" • • • • • • 8 PROPOSED ELEVATION 1 /211 = 1 DOWEL MIN 6" INTO EXISTING T.D.M ABOVE AND EXISTING FTG, �- BLOCK UP EXISTING DOOR OPENING. PROVIDE I #5 IN FILLED CELL AND #9 GA, HORIZ. REINF. LADDER TYPE @ 16" O.C. BREAK ADJACENT CELL AND FILL SOLID, - AREA TO RECEIVE SMOOTH STUCCO TO MATCH EXISTING - . • FINISHED FLOOR +O' -O" Fli!E • i [CN}/L ALAN FINE ARChITT y _F? 1 42Q S QUTI - 1 . DIXIE HIGHWAY SUITE 902 TEL POd c ; • ; (305) 667 4377 CORAL GABLES _ FLORID/ 1 46 LICENSE NO. :.: :I 1 ,63 1 1•• • • sae ••• • • • . •• • • • • title: TONDEUR R3'i � DENCE 1 224 N.E. 96 STREET, MIAM, SNORES • • • • • • .:.•• •: corn. no. • • • • •f 11 • • • •• • • • • • • • revisions: 04/15/04 MR 04/21/04 VP • • • • •• .• • •• . sheet: A- / / \ i \ \ � / r 1` 2' -8" 13'3" • • • • • • • • • • • • • • • • • • • • • • • • • • • • EXISTING FLOOR PLAN SCALE: 1/2 11 = 1 ' -0 1" EXISTING ELEVATION 1/2" = 1 '_ 0 " y J) • • • • • • • • EQ. (7" MAX) EQ. (7" MAX) N \ EQ. (7" MAX) -1/ FINISHED FLOOR +O' -O" z 2 3' -3 1/2" n: 9 + 55.4 P.S.F. - 55.4 P.S.F. 9'-4" 8" CONT. THICKENED EDGE. SEE DETAIL SHEET A -2 + 55.4 P.S.F. - 55,4 P.S.F. - SERIES FD- I 01 OUTSWING ALUMINUM FRENCH DOOR W/ SIDELITES. IMPACT RESISTANT. NOA No: 02- 0927.13 • • • • • • • • • • • • 1 . • • • • . • • • • • • 8 "x 1 2" COLUMN W'4 #5 VERT. DOWELED INTO EXISTING FOOTING AND T.D.M ABOVE ALSO #2 TIES @ 12" OC @ EA. SIDE, BREAK ADJACENT CELL TO ACCOMODATE FULL 12 ", 12' -0" + 55,4 P.S,F, - 55,4 P.S.F, EQ. (7" MAX) SERIES FD- I 0 I OUTSWING ALUMINUM FRENCH DOOR W/ SIDELITES. IMPACT RESISTANT, NOA No 02 -0927. 13 EQ, (7" MAX) .\ \ \• EQ. (7" MAX) SCALE: + 55,4 P.S.F, - 55.4 P.S.F, 9 - 5 " SCALE: BLOCK UP EXISTING DOOR OPENING, PROVIDE 1 #5 IN FILLED CELL AND #9 GA. HORIZ. REINF. LADDER TYPE @ 16" O.C. BREAK ADJACENT CELL AND FILL SOLID, LIMITS OF EXISTING STEPS PROPOSED FLOOR PLAN 1/2 = 1 ' .0 11 3' -0" • • • • • • 8 PROPOSED ELEVATION 1 /211 = 1 DOWEL MIN 6" INTO EXISTING T.D.M ABOVE AND EXISTING FTG, �- BLOCK UP EXISTING DOOR OPENING. PROVIDE I #5 IN FILLED CELL AND #9 GA, HORIZ. REINF. LADDER TYPE @ 16" O.C. BREAK ADJACENT CELL AND FILL SOLID, - AREA TO RECEIVE SMOOTH STUCCO TO MATCH EXISTING - . • FINISHED FLOOR +O' -O" Fli!E • i [CN}/L ALAN FINE ARChITT y _F? 1 42Q S QUTI - 1 . DIXIE HIGHWAY SUITE 902 TEL POd c ; • ; (305) 667 4377 CORAL GABLES _ FLORID/ 1 46 LICENSE NO. :.: :I 1 ,63 1 1•• • • sae ••• • • • . •• • • • • title: TONDEUR R3'i � DENCE 1 224 N.E. 96 STREET, MIAM, SNORES • • • • • • .:.•• •: corn. no. • • • • •f 11 • • • •• • • • • • • • revisions: 04/15/04 MR 04/21/04 VP • • • • •• .• • •• . sheet: A- • • ••••••• • • •• • • • • • •• • •• • • • • • • •• • • • . • . • • . J • gl • ae w FINISH GRADE DEMOLITION PLAN SCALE: I /2" = 1 ' -0" Co g w : 1 I— I II — —I 11 I -1 I( —I 1 I I =111=111=111=1 I 11 ThICKENED EDGE OF SLAB SCALE: • • II "MIN I2 ", • • • NEW CONC, SLAB TO MATCH EXISTING 11-11H11-7-L-111=1 .• 11 • • • ••: • •• 11 f • s9 1 REMOVE EXISTING WINDOWS AND EXISTING BLOCK WALL BELOW TO PROVIDE OPENING FOR NEW DOORS AND SIDELITES, SEE SHEET A -1 . X e ` —I 2" X 1 2" THICKENED 12" EDGE W/ 2 #5 (TYP) N 1 /2 " = 1 LO" REMOVE EXISTING DOOR NEW CONCRETE SLAB TO MATCH EXISTING OVER 6x6 10/ I 0 WWM ON WELL COMPACTED FILL EQ, (7" MAX) EQ. (7" MAX) EQ, (7" MAX) . .. - •. • • • • • • • FIiE v� 1iG1ttAFL ALAN MN E ARCHITECT' P A:;:; • • 3 SOUTH DIXIE HIGHWAY SUITE 902 ,CORAL GABLES TE ElitAf Njc1. • (305) 667 4377 LICENSE NO. FLORIDA 33 146 • • : ••• • • • • •••• • I 1 63 • 2. 1109 • • • ••• :• .• •••• • •• •• • ••• title: TONDEUR R3IDNiCfi 224 N.E. 96 STREET, MIAMI SNORES . ••• • • • II 01 •• com, no. •• • • •• •• •• • • revis ions: 04/ 1 5/04 VP • • • • • • • • •• •• • - • ••• t .ioore: :. f : { f�v i=�orI►5 ro �a OoNYe.ao iNT� . YI9rI»'' FQQTI Wf 3• am_ 2'a.i vo)r " --- -- Alio 6x, W16$ . Aa.34 Q' (j V1t.. — . , 4044.: •14,4 *so 4A._ wiste1 J.31 v4 42 i 4' G,. t: 166 Flt�Gtd G4N"' iyr.n 1- Fo't 5440 P TCb z } 2' air to "7.141J 'Fr r» ) rQ t Qdwe . io , �ilgf$ 6 guIca.v? 5(A3 4 400 f L,cwe G "x +. 0;0 4a. *41 a *. 441111 ' r w ruxza acc drx;rra�Y am4. 11 7'1 ti r /1 `ji I .r % ' 41, 3 .3. R I'J'2' '$ , •- r x ' -. t : ' - l '' ' , ,. a s ^ ,,. ......'........- . _ ,. _ , _.., ,.4p. ,- 2,-,, ,,.: - ? 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" O•� ' ATCK 50E� QF' 144i 0QKQ-iG�»6 1e,covr soete$- eA, r*4ta; 3'4 a tt vtptj cot.. rf.RTets 43•00 Peoo . • gt.Tan FPApI T -s 36 "X16" C \CRET P TI \E b 212" C, T &B 4 -5 C \T, T &B 32 "X15" C \CRETP P CTI \] 8 "X16" \ CRETP VAS _ \RY \ITS -5 @40" C, CH < I \T CAP) 8 "X12" C_ \CRETE TIE BEAM W/ 4 3 STIRR_,PS 2 48" C, 8 W/ 2 ERA3E 5'- v PI \IS „ v 5 C 0 2' V AL IF R \AT W/445 C E W WALL A \] P TI \G \CRETP STARTPR T WELE X 8" VATC -- 2 C \T (LJ VAS \RY WALL EXISTI \] SATE RSES (< L V\ T EXIS I\ ; WALL 5 C \T- ) VASTJ \RY ST,JCC V/AL WI\ 0 PROPERTY WALL A\] P Sr SCALE 3/4 " =1' - 0" P7 39,3 AP (psF) 9 ALL W 2 0 -<s Pry = 1500 psi (W/ SPECIAL_ I \SPECTI P2 = 3,0 -psi Py = 62,0 xsi PER ASCP 7 -93 " - T \S PR PPRTY LI \E 1/ CLJ TI \G ER STR.JCTURES" \S) 27' -6" 2 , - • • \I E 95± STF SCALE, 1 "= 20' -0" ( VERIFY IN FIELD) 2 1 25' -2 3/4" (VERTIFY IN FIELD) n STREET r� r A\ SCALE, 1/4 " =1' -0" 5' -0" HIGH MASONRY WALL (SEE FLOOR PLAN BELOW) A\ max Wolfe sturman � 1. architects inc. AA0002534 AR 0008679 2808 Bird Avenue Coconut Grove, FL. Facsimile Telephone CONSULTANTS: COPYRIGHT: Drawings and specifications as instruments of service are and shall remain the property of the Architect wether the project is executed or not. They are not to be used by the owner on other projects or exten — sions to this project except by written agreement and with appropriate compensation to the Architect. Drawings or prints shall not be reproduced in any fashion without Architects permission. PROJECT: = O � z w w � O J Q J 0 w _ v J CD 0 w � w 0 OC w Q z cv Q O r- 2 0 (/) 0 Q DATE ISSUED: December 17, 1999 REVISIONS: KEY PLAN 33133 305 -446 -1118 305 -441 -1171 SITE PLAN/ PROP. WALL FLR. PLAN A -1 M 3/8 ' " Ldfdw (re r'c�► X1 '`7_°'/ K% �f( r. ' l fl i44i,v6 -iq . 'r..1 :rt It.Q ra a " A P` /l."/_ • � t r r3 b Y N sr O ars, ! /r // � /.:F//3 a ss z�tr ' ifr -� . '/ :'c' /. Pit 4> ,LT o; ') ;s. "I /G.tit /2 (31 11/. a, ) '44' 'i:_�., /"'t //1i'4 /= 3' / /O i/' 3 •/ ;j (),-.4 �1 /;- G`'7i'/o/ 6.'r /iv . . s r rA t • (yi 4 (3 ;FERAL CONDITIONS i . GENERAL 50CPE OF 'WORK. I T IS THE INTENT O F THE CONTRAQT DOCUMENTS TO PROVIDE ALL LABOR AN° MATERIALS ETC., REASONABLY NECESSARY TO CONSTRUCT AND COMPLETELY FINISH: A RESIDENCE FOR MR. AND V13. J. A. TROTTER 1285 N.E. 95TH ST. MIAMI SHORES VILLAGE COMMISSIQN NO. bo'o3 JANUARY 26, 1910 REVISED FEBRUARY 18 1940 ALL WORK SHALL !3E DONE F'RO'hA THESE, PLANS AN!1 SPECIFICATIONS PREPARED BY L. MURRAY DIXON, ARCHITECT WO EUCLID AVENUE MIAMI BEACH, FLORIDA 2. GENERAL C)NOITICNS.•• GENERAL CONDITIONS of THE CON., TRACT FOR THE UONS'fAUCT 10K or BUILDINGS. " Q�T�� I�� 9 OART1+�I.�sE AMERICAN INSTITUTE Or ARCHITECTS, I ' ` TO WI INOLUS1VE• ARE HEREBY MAO A PAR, or THIS SPECIFICATION. AND I .l. . 3, THE CONTRACT DRAWINGS WILL 9E NUMBERED 10 t,. CASH ALLOONCES SHALL BE INCLUDED IN INC CONTRACT r A THE FOLLOWING ITEMS: 00 0o FINISH HARDWARE ... 300.00 GARAGE DOORS ANO HARDWARE .........4 150000 MIDI ;INE CABINETS ................4. 1150,00 LIGHTING FIXTURES .•1.41,0#••04,.••41. ALL WORK TO BE EXECUTED ay FIRMS SELECTED BY THE ARCHITECT BUT SHALL 413E P A I D rQR AND IW$TALLEQ UNDER THE GENERAL CONTRACT. THE AMOUNTS ALLOWED WILL BE AO•JUSTEO TO CONFORM TO ACTUAL EX-, PEENSE INCURRED* I* 3CCpE. WORK UNOER *THIS SECTION SHALL 'HOLUOES CLEARING OF S1TEE. EXCAVATION. I3ACK'ILLINE As 9. 0. EXCAVATION 2. CLEARING OF S tTEds..'THE LOT SRAr ► SE CLEARED Or ALL THE S URUSE� Et:TC. FREES, STUMPS, LTO•, WITHIN 10 ray AROUND THE QUIL[11tal3 SHALL BE REMOVED* ANY TREES fIESItiEp PRESERVED SHALL OE 0OXEt) AND PROTECTED* 3. EXCAVATION,-"'EXt3AVAT1oN SHALL SE CA[iR$ED TO FIRM, HMO, VlFt Jim SOIL, f gGM OLE93 OF THE DEPTHS SHOWN ON THE DRAWINGS* IF PR!lt3TlRAJ ► E, ppp7 I N4 TRENCHES SHALL 3i: CUT TO THE ExAOT SIZE Or THE CONCRETE% OTHERWISE FORMS SHAL ►:. 3E USE k. BACKFILLINa.°"'BAOKFILL OEHIND ALL WALLS ANO REFILL ALL TRENCHES{ FILL SHALL SE WELL PUDDLE° AND TAMPED* CONCRETE WORK I. SCOPE. ..THE wont( UNDER TH 1 3 stoY tom SHALL t mO..UOdI A. FOOTINGS ANO FOUNDATION WALLS* 0. COLUMNS I N Ex1!<R I OFi WALLS A S SHOWN ON PLANS • 4• LINTELS OVER ALL 000RS AND WINDOWS IN MASONRY* 00 BELT COURSE 0EAM3• E. FLOOR 3LAE3S ON FILL% WHERE SHOWN ON PLANS* r BATHROOM SLABS ON WOOD CONt3TRUOTION• Os WINDOW SILLS* H. FRONT AND SERVICE WALK. 1. ANY OTHER CONCRETE WORK SHOWN ON DRAWINGS, OR NEW' E3$ARY TO COMPLETE THE 'IORK. 2. REINFORCING STEEL ��AP. AQ�I) SUE3 SHOWN 0r! PLANS* Ate.. SHALL pENDED WIRES* 3• CONCRETE ?,RA tER IA LSi A. CEMENT SHALL BE "FLORIDA" PORTLAND OEMENT OR OTHErR STANDARD BRAND APPROVED %3Y THE ARCHITECT. 30 SAND SHALL DE QLEAEI AND SHARP% FREE FROM VEGETABLE MATTESR% SALT OR OTHER DELETERIOUS MATTER* C. AGGREGA g A rE t ' AL OE3EE N on RETAINED 1 A I GRADED SCREEN. SHL DE TO PAS I S D. WATER SHALL 3E OLAN, FRESH ANO FREE FROM ALKALI. 4. MI XTuRE. --THE PROPORTIONS FOR CONCRETE SHALL 3E I PART oE:uE:NT, 2.0. PARTS SAND, AND 3"3/L PARTS AGGREGATE* SIX GALLONS OF FRESH WATER SHALE. 9E► UNTIL ALL SAOX SHALL OE h4A4t�1Nli MIXED J 5. RAMS SHALL SE 3U 1 LT OF Ot3t;StlE 0 LUMBER* THEY SHALL ESE ORAt7EO AND LUt IN PLACE UUTIL CONCRETE HAS THOR(3UCH4,.Y SET* 6. PLACING CONO Ts ...,,.ALE, QONCRETtC SHALE E3E PLACED IN THE 1SpRK IMMEDIATELY AFTER MEXIK�PAfNMp�8YL�4CStEATH��7H3dVL�NDf T� OR • TAMPED* CONCRETE SHALE. SE OATS. 7. FOOT1NOS AND FOUNDATION WALLS OOTINDS SHALL et REINts FOROCO AS SHOWN ON THE DETAILS ANO IN ADDITION SHALL HAVES 2 LONG 0 STEEL 00WELS PLACED VERTICALLY P'014 COLUMNS* FOOTIN30 SHALL OK POURED CONTINUOUSLY* Simone THE FOOTINOS nAve 'TAKEN A PERMANENT SET, OR NOT moot THAN 36 moue AFTER INK rountnot THE FOUNOATION WALL3 SHALL OE POURED ON THE TOP OF THE FOOTIN ,4 THEE AFORE MENTIONED 004EL8 ANO THE ORKIN OONORETK SHALL FORM THE 00N0* SKR OKTAILO YOR FOUNDATION WALL REINFORDIND. 8. COLUMNS OR rums OHALL OK PLAOKO OONTINUOUSLY UP TO A LEVEL 1" OCLOW' THE COLUMN HEAD OR CONNE01140 OKAM. COLUMNS SHALL OE PoOnfd Al LEAST TWO HOURS IN ADvAuolf or SuPtRIMPoSto LOAD. COLUMN* SHALL OE DOWELE0 TO FOUNDATION WALL ANO OKAMS WITH Itio I/2" moos, a rY. LOWS AT TOP ANO doyyom. 9. L1UTCLS AND BELT COURSE0--CononeYe LINTELS or ouvrtopent OTRENOTH AND VUU. wtoym OF MASONRY WALL SHALL f3 POURED OVER ALL oPtuinop IN MASONRY WALLS. CONTINUOUS OCLT 0OUR3E. 8" x la , ' WITH roun 1/8" dAV s SHALL OE POUREO UNDER 'MC moor PLATES AND UNDER! yme 24o FLOOR JOISTS. 10. FLOOR SLABS 04 PILL SHALL OE Of V oononeye LAI° on WELL TAMPED EARTH* CONORETE SHALL SE KEPT OO1I4 2" YO ALLOW fOR TILE. II. BATHROOM SLABS SHALL RE ON 11000 SUPPORTINC FORMING. SLAOS SHALL OK 2 THION, KEPT DOWN 1 YO ALLOw FOR TILE. SLAOS SHALL, COVER ENTIRE OATHROOLI ANO SHALL OE POURED [WORK ANY prixTuncs ARE OCT. 12. WINDOW SILLS.....A0. widows mALL HAVE comOnEle POU tO IN LAO AFTER THE SASH IS INSTALLED. SILLS SHALL FINIS9 FLUSH WITH THC WALL ANO SHALL t3 SPLAYED OR OLOPEO 00A4 AND OUT. SEC NOT C ON TYPICAL WINDOW SECTION, 13. WALKS.--SmAid. RE LAID ON 8KOS WELL TAMPED AND ORAOED. THEY SHALL'OE THION WITH INTEDRAL fLOATEO,PINISH. MARKED Orr A3 diatom° AND HAVE 3/8" EXPANSION JOINT nor OVER 2010" APART. 16 SLEEVES ETC, i.AmoHoms, OOLT.S. PIPE.3LEEVES, MIELE INSERTS. ETO4r, REQUIRED IN OONCRETE WORK WILL OE PROVIDEO AND. SET IN •HE FORM WORK OY THEIR RESPECTIVE CONTRAOTORS. MASONRY I. $ PE.--Tmc SQL( UNDER THE POLLOW140 SCOTION SHALL 114 O(gUDEt 2. CONCRETE gLOCK SHALL OE or O" x 8" x 8LOOKS OCARINO UN CRORITER LAOKL. Z x 6" x 16" BLOCKS ANO CEMENT onlOice SHALL o USED FOR FILLERS AS REQUIRED. 3) MORTAR von CoNORETC OLOOK AND entom WORN SHALL OC 00Mv POSE0 OP 1 PART OEMENT YO 3 PARTS SAN° WITH HYDRATED LIME HOY , TO EXCEED t5 DY VOLUM. I. ANCH0113.01ST ANOHOg3, (JOLTS. P1PC SLEEVES, 004ELS. INSERTS. CTO*, REQUIRE° 14 MASONRY WILL OE PROVIDED UNOER OTHER SEOT1ON3 PIO INSTALLE0 01 THIS CONTRAOTOR. A. COMMIE OLOOKS ro ALL txtemlon WALLS AND oymens SO SHOWN ON PLANS. Si CEMENT ORION TRIM. O. FiREPLACE IN LIVINCI ROOM. 04 UNOKR FLOOR VENTILATORS* e# anotaiN04 ,. PIPE VENTO AT EAVES WHERE NO SOX CORtICE 10 REQUIRE°. 4A.--ASH DUMP AND CLEANOUT SHALLSE STOOK OASY IRON UNITS AS APPROVED SY THE AROHITKOT. 5. FIREPLACE IN LIVING ROOM« SHAL4 gg gulLy dITII ootioneit LINTEL, TAPERED THROAYI SMOKE °HAUSER, TO. FIREPLAOE PROPER SHALL St LINES ANO FACES WITH FIRE ORICK LAID IN CEMENT MORTAR WITH I/8" JOINTS« 6# FLUE LINING SHALL RE HARD OURt1O FI RE °LAY TERRA GOTTA' FLUE SHALL SE LINED raom THROAT TO MOVE OHIMNEY OPENING. 7s CUTTING AND PATCHING AN* DAMAGEO O OEFEOTIVE WORK. SHALL, OE REPAIRED OR nepooeof LtAylmo Tilt WHOLE 14 A Petireoi ANo sAllsrAorrooty ooNorriom oPou ookincytot4 or THE WORK 04 GROUTING*--Tlie OAOK Of ALL WOODEN AND STEEL FRAM 3 IN EXTERIOR OPENINGS SHALL RC rsuLto wrY14 CEMENT moRiAn• . PIPE VENTS AT EfkVES SHALL. SE 2' 64111 SORIMNITO ON DAOK« PIPES SHALL SE SLOPED 004N YO THE OUTSIOE, ANO SHALL FINISH FLUSH 41,4 THE S/U000. 10. UNDER FLOOR VENTILATORS SHALL St 2" X 8" s 16" ORNAMENTAL OAST OEMENT VENIS, AS SELEOTED ST /Ht AROWEOT, PLAOED FLUSH 91/0 THE OUTS INISH WALL* STONE IORK SCOPE*0,—Twe WORK UNDER THIS SEOTION SHALL 'HOLUM A. FILLEO (WI KEYSTONE FOR FACING INSIDE *000 Of O. OAST STONE PANELS ON SOUTH ELEVATION« mAmyLe* 2 FILLED CUARRY KEYSTONE SHALL SE seLeoteo NATURAL KEYSTONE ?OLLIE° WITH COLORED OEMEN/ AND ritiremeo SIMILAR TO THE Ion( OOHg OY THE KEYSTONE ART COPANY* FINISH ANO OOLOR SHALL SE HONES OR POLISHED A OIRECTED 9Y THE AROOIYE 3, OAST STONE SHALL in PORTLANO CEME,T, PEA noox, SAND AND SOME COLORING MAITER. THIS CON/RAO/03 SNALL OONSULT ARCHITEOT FOR /ex/une, moturromle, AND FINISH. 4* JOINTS SHALL 05 PLUMS AND LEVEL AND 1A1: 101to nt'unmel SHALL SE INOLUOED IN ALL OASES* 5, ANCHORS400*PHOLES AND SINKAGES SHAL SE OUT OR AL ANOHORS 00WELSt EICit# AMOCO IN A001110N TO NORMAL 00N0IN3 OR A$ SHOWN ON DETAILS« LEWIS 00413, DOWELS ANO ALL NEOESSAAY ANCHORAGE SHALL ALL SE Of nAss AND SHALL OE FURNISHES AS A PART Of THIS OONTRAOT 6* MORTAR VOR QUARRY KEY AND OAST STONE SHALL CONSIST OF ONE PART NONmSTAININO CEMENT, PARTS 3A40 Ato 1/2 or Lome PUTTY' 7* SETTING *.EA04 ST SH ONE ALL SE WET SEFORE SETTING* EACH STONE SHALL St SET LEVEL AND /RUE TO ONE IN A FULL OED Of MORTAR POINTING GNAW. 13E DONE tHILE SE/TING. 8. OLSAMINGAPIER COMPLETION �V THE SETTING, ALL STONE AN CAST STONE (WALL et THOROUGHLY OWNED, AND WITH SOAP ANO WATER, NO A010 WILL ae ALLOWED. 4 f4:ALIN0404-ArTen OLEANING ALL STANDING FILLE0 STONE WORN SHALL HAVE TTIO (OATS PENTROSEAL% APPLIEO SY MEANS OF SATURATED CLOTH WELL SUSOCO 14 AND EXOESS AEMOVEO. 2. STEEL WINDOWS,..-ALL ws40043 SHALL 3E RESIDENCE CASE'' muos AS MANUFAOTUREO OY THE BLIOS PROOUOTS Co. (MIAMI METAL WEATHERSTRIP COMPANY.) THE PLANS AND ELEVATIONS HAVE THE CATALOQuE TYPE HUMOERS MARKED THEREONS 3. PIPE coLumus AT CORNEAS SHALL SE OF SIZE AND SHAPE SHOWN ON THE DETAIL ANO SHALL BE !HOLUM) UNDER THIS GONTRA01* SASH SHALL BE NEATLY WELDED OONTINUOUSLY TO THE COLUMNS* COLUMNS SHALL elE LET INTO THC MASONRY AT TOP AND 001COM AY LEAST 2". CARPENTRY I. SCOPE —THE WORK REQUIRED UNDER THIS SECTION SHALL OLUDUALL ROUGH OARPENTRY AS SHOWN, CALLED FOR, OR OSVIOUSLY NE0. MARY TO CARRY THE OPERATION TO suosessrut. oominaysom. STEEL WINDOWS AND SCREENS 1. SCOPE —THE IORX UNDER T419 SEOTION SHALL INCLUDE ALL WINGOWS FOR THE ENTIRE BUILDING EXCEPT THOSE mARKED 1000 OR DOUBLE HUNG. 4. SETTING .*SASH SHALL OK SECURED TO WOOD ausKs 3EY INTO MASONRY By THtC CARNENTZR. SASH SHALL ee SECURED IN A mANNIER APPROVED BY THE MANUFACTURER. 5, HARDWARE SHALL BE STANOARD WITH THE MANUFAOTUREA, Ot T THAT THE ooenityoRS SHALL 8E GETTY WORMED DEAR, THE GRADE AND DESIGN APPROVED BY THE OWNER. - 6. SCREENS SHALL HAVE STEEL FRAME WITH NO MUNTINS* CLOTH SHALL OE 18 ?Alm onoNze. SCREEN FRAMES SHALL ae CLIPPED YO WINDOWS. 7. GAULKIN0.0.-THe EXTERIOR PERIMETER Of ALL DOORS AND WINDOW FRAMES SHALL OE CLEANED OUT 3/ DEEP AND roLIAD 1out3 WITH ELASTIC POI HYING OOMPOUND. 2, LUMBER AND TIMBER GENERALLY SHALL BE SOUTHERN PINE. SOUND, WELL MANUFACTURED, Ato COMMERCIALLY DRY. LUMSER SHALL SE No, 2 COMMON UNLESS OTHERWISE SPECIFIC°. 3. FRAMING,-SILL PLAT ts 2" X WIDTH Of PARTITION: ROOF PLATES 2" x 6" ANOHOREU YO CONORETE WITH 3/i." X 12" BOLTS 5 o#0.1 rLooll JOISTS 29 x tO" )i 16" o4o.; vuos 2" x /1. 2" x 6" AND 2" x 8 x 16" 0.0.; Roo, RAFTERS AN CEILIHO REAMS 2" x 8" x '6" 0.0. FLOOR JOISTS SHALL EE CROSS ORIDGED WITH I" X 4. JOISTS SHALL OE aounca ALL PARTITIONS, AT HEADERS CU): "CRIPPLE" HEADERS SHALL DE USED WHERE NEOESSAAY* STUDS SHALL BC 0R0 S3 ORAOED ONO t iN THEIR HEIGHT AND !SHALL OE DOUSLED At INTERSECTIONS, OVER DOORI, (TO. Koor FRAMING SHALL OE AS INDICATED ON DRAINS HEEL WELL sPoges TO PLATE; EVERY FOURTH RAFTER ANOHOREO TO PLATE* STAIRS SHALL ar FRAMED WITH THREE 2" x sTRImoens, yam. SHORED FROM seLow. 5. SUB ...-*COVER ALL FLOOR 40$T3 WITH I" X 6" SQUARE COO( No, 2 COMMON SHEATHING LAID DIAGONALLY. 6. sHEATHING....covtA ALL ROOFS WITM I" X 6" T. AND G. NO. a COMMON SHEATHING. LAID At RIGHT ANGLES TO SUPPORTS, FURRING.--CRoss PURR Al ALL EXTERIOR MASONRY WALLS AND AROUND'OHIMNEY WITH O'X 2" STRIPS 16" 0e0. SET 3/8 FROM WALLI FURR OUT WITH 2 X 47 STUDS WHEREVER CALLED FOR ON PLANS* 8. GROUNDS.--Psoviin AND SET NAILING BLOCKS AND GROUNDS AS REQUIRED BY OTHER TRADES* 9. W000 BUCKS FOR WINDOW.-ALL STEEL VINDOIS SHALL BE SET ON 1000 BUCKS ANCHORED INTO THE MASONRY. BUCKS SHALL. 3E BUILT AS DETAILED* ALL UOK SHALL 9E THOROUGHLY ORDOSOTED BEFORE INSTALLING IN MASONRY* ID PRESERVATIVES.--THE ENTIRE SURFACES or FIRST FLOOR JOISTS AND ALL FURRING STRIPS SHALL BE THOROUGHLY BRUSHED WITH CELCURE FOLLOWIUQ THE MANUFAOTURER'S oiRrorloNs. ALL OTHER TIMBER OR LIMBER COMING IN CONTACT WITH MASONRY W4LL OE BRUSHED WITH oELouRr TO A DISTANCE OF AT LEAST 12 FROM THE MASONRY. MILLWORK AND FINISH I. SCOPE.--THE WORK UNDER THIS SECTION SHALL INOLUDEt A. DOOR FRAMES* 0. MAIN ENTRANCE DOOR, FRAME AND TRIM. 0. FRENOH DOORS. D. HALF ()LASS. DOOR* E. SCREEN DooRs. F. PORCH SCREENS AND FRAMES. Q. TYPICAL INTERIOR DOORS. He MIRROR DOORS' I* INTERIOR TRIM. J. CLOSETS. K. IRONING BOARD. L. TELEPHONE NICHE& M. WOOD STAIRS* No STAIR BALUSTRADE* 0. MANTLE* P. WOOD SHUTTERS* Q. TWO DOUBLE HUNT) WIN0043 IN MAIO'S ROOM AND BATH. M. BOXED IN OORNIOE WHERE REQUIRED. S. BUILT COLUMN ON STOOP& T. EAVE FASCIA* U. SCUTTLE TO ATTIC* V. At)OEss DOOR TO UNEXOAVATED SPACES. We WOOD SLATS ON SECOND FLOOR DEOK* X. SPECIAL MILLWORK AS SHOWN ON THE PLANS/ ELFVATlOM3, AND DETAILS& NOTE: THE ABOVE SCOPE 13 INTENDED TO ASS'S THE CONTRACTOR IN DETERMINING THE MILLWORK AND FINISH REQUIRED/ HOWEVER THI3 Cow-' TRAOTOR WILL BE RESPONSIBLE FOR ALL MILL1ORK AND FINISH NECESSARY FOR THE BUILDING, ACCORDING TO THE PLANS AND THESE sPeotrIcATioNs. SIUSt AS CALICO FOR IN THESE SPECIFICATIONS ARE INTENDED TO SE STOCK MILL SIZES* 2. DOOR FRAMES.--ExTERioR FRAMES SHALL BE I.3/k" oypness REBATED* INTERIOR FRAMES SHALL BE 7/8 WITH PLANTED STOPS. 3. MAIN ENTRANCE DOOR, FRAME, AND TRIM SHALL BE CURTIS STOCK SEE NUMBERS ON ELEVATION& 4. FRENCH DOORS SHALL. HAVE 1•°5/4 X 4. 4 •I/2" STILES AND TOP RAIL WITH GLASS HELD IN PLACE 13Y WOOD REMOVABLE MOULDINGS* 5. HALF GLASS DOORS SHALL BED 1,,7)A" STOCK TWO PANEL DOOR OF THE HUNTER TYPE WITH UPPER PANEL GLAXELD. 6. PORCH SCREENS.. —THE CONSTRUCTION SHALL BE IN AOCORDANQE WITH THE DRAWINGS. SCREEN SHALL BE 16 MESH BRONZE CLOTH. 7, SCREEN DOORS SHALL ALL HAVE 1..3/8" CYPRESS STILES AND RARAILS WITH 16 MESH BRONZE QLQTH. DOORS ON SAME FRAME AS FRENCH DOORS SHALL HAVE MUNTINS TO MATCH THE FRENOH DOORS. SCREEN sERVtOE DOORS SHALL BE STOOK TWO PANEL. 8, TYPICAL INTERIOR DOORS SHALL BE 1 -3/8" STOCK SIX PANEL 4QLONtAL TYPE. 9, MIRROR DOOR SHALL SE TYPICAL INTERIOR DOOR w rTH A FULL LENGTH MIRROR ON ONE SIDE. 10. INTERIOR TR lM.4 -TR Iu FOR DOORS SHALL BE APPPLIED AFTER PLASTERING AND SHALL INCLUDE PLINTH BLOCKS. BASK IS RL►4UIRE0 FOR ALL SPACES, EXCEPT THOSE HAVING TILE FLOORS. BASE SHALL BE APPLIED B(<FORE PLASTERING. NO STOOL OR APRONS ARE REQUIRED BASE,BHALL se OF CYPRESS. DOOR TRIM SHALL BE OF MAGNOLIA, ALL SHALL OE IN STRICT ACCORDANCE; WITH FULL SIZE DETAIL. 11. IRONING BOARD SHALL SEE WITH CABINET AND BOORS ABOUT 13" INTO A 4" STUD FALL. t2. TELEPHONE NICHE SHALL HAVE A PLACE TO SET TELEEPHONEZ IVING SET AND A 3PAOE FOR TELEPHONE BOOK. SEE DETAIL. 13. CLOSETS.." EQUIPMENT OF EAOH CLOSET I3 SHOWN ON THE PLANS. SHELVES ARE I." X 12" SUPPORTED ON 1 X 5" HOOK STRIPS. POLES ARE I" DIA. IRON PIPE. ENAMELED HOOKS SHALL BE SPADED 8 O.O. ON ALL HOOK STRIPS. SHOE RACKS IN BEDROOM CLOSE=TS SHALL. BE SIMILAR TO THE ONE DETAILED. CLOSETS MARKED "OEDAR LINED" SHALL HAVE WALLS AND CEILING LINED WITH 1/2" X 6" REDO CEDAR, T. AND G. BOARDS. 1 STAIRS SHALL HAVE 1 °I /8" NOSED CLEAR RED OAK TREADS AND 7/ 3" PINE RISERS. REO STOOK DOUSLE BOARD, COMPLETE WIDE. THE WHOLE ARRANQED TO FIT 15. STAIR BALUSTRADE SHALL BE CURTIS STOOK, SEE NUMBERS ON DETAILS. 16. MANTLE SHALL BE MORGA N STOCK, SEE NUME3ER ON DETAIL. 17. BOXED IN CORNICE." °SOFFIT SHALL OE OF PRESDW000, OTHER ,EXPOSED WOOD SHALL BE OF CYPRESS. SCREENED VENTS SHALL BE OF ! iQYPRE3S. SCREENED VENTS SHALL BE OF 18 MESH BRONZE OLOTH. 18. WOOD SLAT FLOORS :THERE REQUIRED SHALL BE OF 1" X ." CYPRESS BOARDS SPACES 3/t6" APART AND BUILT UP ON 2t: x an FRAMES IN SECTIONS NOT OVER 11. ". THE SEOT ION$ SHALL BE REMOVABLE AND SHALL 'OE SUPPORTED ON WOOD FRAME/ WO THE FINISH FLOOR WILL BE LEVEL. 19. SPECIAL MILLWORK SHALL BE AS DETAILED. IT I3 RE° QUESTED THAT THE MILLWORK CONTRACTOR SUBMIT SHOP DRAWINGS OF SPECIAL WOOD AND TURNED WORK TO THE ARCHITECT FOR APPROVAL. KITCHEN CABINETS I. SOOPE..THE WORK UNDER THIS MOTION SHALL INCLUOE ALL THE CASINET IORK IN THE KITCHEN AND BREAKFAST ROOM. 2. KITCHEN CABINETS SHALL er "FLORIDAAPMAID" AS MANUFA0.4* TURCO SY FLORIDA•'MAID CAOINETO, IMO., 112 N. N* 25TH STREET, MIAMI' FLORIDA* WALL CABINETS SHALL OK ALL MAGNOLIA WITH PLYWOOD SACKS" . rilottra ANT1 DE 13/16". 41T4 STILES ANO TOP AND OOTTOM RAILS GLUED"UP MORTISED AND TENONED* SHELVES SHALL OE 5/8 OADOE0'"IN ANO CLUE° TO SIDES, WITH FRONT EOGES ROUNDEL). TOP A40 80110M RAIL GLUED''IN AT SACK FOR EREOTING* BASE OADINETS SHALL 3E MAGNOLIA 13/16" WITH FONT FRAME TOP ANO i611'0.4 1 RAIL WrTH STILES* MORTI3E0 AND TENONEO AND GLUED" VP ENDS SHALL OE 13 FRAME" MORTISED AND TO4ONE0 AND OLUED•• UP WITH I/4" PLYWOOD PANEL* BAOK$ AND SOTIOUS MALL OE'141." PLYWOOD DA00110' AS A PROTECTION FROM VERMIN* SHELVES OHALL OE MAGNOLIA 5/8 DADOED. WITH mow,* EOGE novuoto. PROVIDE WITH TOE $'AOE. SINK FRONYi SHALL OE 'Rimy FRAME 8Ame AS OASE CASINUTS WITH METAraTITOr ROTIOMo LL DOORS SHA BE 3/4 P1.40 WHITE PINE" MAGNOLIA OR GUM, L)' Typr 10 REOEIVE SEMI*00140EALE0 HINGE* DRAWERS SHALL HAVE I3/16" MAGNOLIA HEAOS" WITH SIDES ANO RACK 0" TOP OF SIDES TO OE ROUNOED" AND JOINTS 10 OE RATTAIL ED FRONT ANO EIAOK. DaAsta DOITOM3 TO OK 141." PLYWOOD' OADOED*IN. INSIDE OF ORAWER$ TO aE FINISHED WITH NATURAL DRAWER* 3. FINISH.--CAapticys stIALL SE FINISHEU AT THE FAOTORY WITH A SYNTHETIO ENAMEL SPRAY JOS WITH HARD SMOOTH SURFACE. COLOR AS SELEOTED OY ARoHortor. 4. HARDWARE.*-Himota SHALL OE OHROME, BRIGHT SEM1'.00140EALED . WITH EXTENOED KNUIKLE. HANDLES AU) PULLS SHALL OE PLASKON IN: QOLQI, WITH STAINLESS STEEL INSERT. FrisoTroa °ATONES SHALL OE °OVULE SPRING TYPE. 400 AND LINW.EUM FLOORS SCOPE.-mTHe cm( UNOER THIS SECTION SHALL INOLU)E1 A. OAK FLOORS WHERE SHORN ON PLANO* 0* PINK FLOORS TO OE COVERED 41TH LINOLEUM WHERE SHOWN ON PLANS* O. FINISHING FLOORS EXOEPY THOSE COVERED WITH LINOLEUM* D. LINOLEUM FLOORS WHERE SHOWN ON PLANS* 2. OAK FLOORS SHALL OE OF I" x 3' oLrAn PLAIN RED OAK, BLIND NAILED AND YOROiU TIGHT. FLoon HOARDS SHALL OE T. ANO 0* *NO LAID THE LONG DIMENSION Of THE ROOM* 3, PINE rLOOS COVERED NITH LINOLEUM SRALL at or No. 2 ! PINE SURFACE NAILED *NO FORCED TIGHT* THIS FLOOR SHALL FINISH I/8" ELOW Ti E rsTAaLiawco FLOOR LINE TO ALLOW FOR LINOLEUM. 4. FELT.THERE SHALL OE TWO LAYS or 1-1/2 LS. !DEADENING FELT' JELL LAPPEO" BETWEEN THE FINISH AND SUEO.FLOOAS OF THE iSECONO FLOOR ONLY. Ni) FELT OR PAPER WILL OE RE4VIRED FOR FIRSY FLOOR FLOORS* 5. FINISHING WOOD FLOORS•+ OAK .LQQR3,4NDAFINISHSANDED SMOOTH AND THOROUQH.LY GLEANED. OAT OF 3 TO I S HELLAO WELL 3ATDPAPE: RE»D BETWEEN EAOH COAT, AND THEN WAKED AND POLISHED, 'fCla ()OATS, FOLLOWING THE MAtdElE<AO7URERts pIRE0Y1pN • 6. LINOLEUM FLOORS SHALL BE STANDARD GAUt3E~gINLAID. rHgT OVER THE PINE FLOOR AND E�I14T$ FLU SHALL ©f: LAID TH PINS FLOOR 'SHALL 3E 00VERE'D W M A E;ATARI.OFHON FLOOR LINE. AY}:,R OF ONE E.B.♦ SATURATED FELT, VO9I�HNPR�TENFURNaSHEE3 AND 8Y NEATLY 71 E FITTED. LINOLEUM SHALL }3E OEM ENT FAOTUREEL OF THE LINOLEUM. ALL WORK SHALL BE DONE By AN AUTHORIZED DEALER OF THE MAKUFOQTUR jEtyl AND SHEET METAL I. SCOPE.--THE twORK UNDER THIS SEOT[ON SHALL INCLUDES A. COMPOSITION AND GRAVEL ROOF OVER THE 3EOOND FLOOR B. COMPOSITION AND O(MENT TILL ROOF OVER ALL $LOPIN DEOK• ROO SURFAOEf $. Fi44r 8 AND AROUND 0H IM}!E'E. 4, COPPER FLASHING FOR ALA D . COPPER 3OUPPER, LEADER HEAD AND DOWNSPOUT, THREE LAYERS 2. COMPOSITION AND GRAVEL ROOF SHALL CONSIST or APPLY y. I� L. FELT, BHINGLEE3 inApp R OP OX�� -�� ON. B• THE FELT, IN fl UB I N¢ flE�iLLOoD UNDER WASHED AWING A HA - A LAYER OF t`2" �il`E'H 50 L3. ASPHALT pE;R SQUARE. THE ROOT: $HALLBE INGLUE3ED IN THE QOMTRAOT. . COMPOSITION ROOF UNDER TALE. — .ALL TSLOoIOGER OF 4 URr A oEs s SHALL BE COY ER ED WITH ONE PLY Of 30 LB. RrAOEEf FELT. THE JOINTS S HALL BE WELLALLPPE:DfHAND SEOUYED WITH I R THE wTH ASPHALT NAILS A PRESENT W H 3PHALT 3O AS S TO PR3FnT A AYL8� TIGHT J08. THE RELY SH E- L BE LAID AT RIGHT Asa F.S To THE E; ,, T I, LE ROOFS.- -ALL TILE ROOF3 AS INp1GAYz: oN P ARE TO }3E iaE� AN COVERED WITH uYHITE O AN7 sHINGLE M TIL TARTER TILE FOR ALA AND TTHE FIRST T TWO COURSES S ARE N TO BE NAILED WITH COP NAILED ALL L E tFAVE':$ TILE SHALL BE DOUBLED, US. EEC TILE. ALL HIPS AND REDGEE:pTILEt AREE3' =OoBE POINTED D7f P n SOLIED WITH UND ALL T ILE tO BE THOROU H llf tTti CEMENT« DECK SHALL 5. FLASHING.- -ALL FLASHING SHALL BE Or OOPPEER. ELA3HEAD AND COUNTER FLASHED. VALLEYS SHALLYEAVE ST I2 ' WI SHALL WIDE. (}RIP STRIPS $HALL BE � ROVIDE0 AT ALL BE 16 oz. S CUPPER, LEADER HEAD AND DOWNSPOUT SHALL BE OF t6 oz. COPPER. 6. GUARANTEE.. -.THIS CONTRACTOR SHALL FURNISH IN WRITING THAT 7. ALL Y1OR#t INQLUDED IN THIS OON'TRACT �tlA7� REMAIN rOR CE OR A PER OF TWO YEARS FROM THE AND MAKE GOOF) ANY DEGEOTIYE WORK OR DAMAGE CAUSED TO THE BUILDING BY SU OH OE rEQT 3. • . ALTERNATE FOR TERMITE ST' RIP , — THIS THt 3000MTRAOTORF$HALL FURNISH AN AL PROPOSAL, sEPARATEi FROM CODE AND iN.gTALL COPPER PERM ;7'E g�H1A3�(AS REqUIRED 3Y MUNIOIPAL OF THE VILLAGE AND "THE F TILE !TIC 1. SCOPE..• -THE WORK UNDER THIS SECTION SHALL 1NQLUOEt A. FLOOR AND BASE IN THE GLAZED P0ROH. S. STEPS FROM BLAZED . PORCH TO EXTERIOR* O . FLOORS„ WAINSCOTS ANO AQCE33ORIE3 IN BATH NOS* i, 2, AND 3. 0 AOOE3$ORIES ONLY IN BATH No. 4 AND GARAGE TOILET 100M. • E. DRAINBOARD 1ACK AND ENO$ IN KITCHEN. Q . WINDOW ( U RRY TILELFOR THROUGHOUT HOUSE. sTOOPANO STEPS. Q. ti 2. GLAZE? PORCH SHALL HAVE O©R ?NDTBASE RANDOM QUARRY TILE. FLOOR FIELD SHALL HAVE THE ARCHITEOT WITH A SUITABLE BORDER. BASE SHALL 8E 6' BULL NOSE. BE 3. STEPS FROM GLAZED POR STRAIGHT L ! . EDGED. QUARRY TILE. TREADS SHALL SE BULL NOSED. RISERS 4 MASTER BATHS. --WA I ,itzaoT$ SHALL BE 4 HIGH GENERALLY AND 6 101 AT RU0$ ANO 7tOet "3N SHOWER OOMPARTMENT3. TILE SHALL OE rt SQUARE TILE. CUSHION EDGE. WAINSCOT SHALL HAVE FIELD or � 1�1 CAP,"QASE. DIAGONAL BORDER ANO ACCESSORIES SHALL BE COLORtD. A I"t STRIP $HALL SE INCLUDED IN WALL AND FLOOR. FLOOR FIELD SHALL OE OF Ij.''1/4ct SQUARES L ' ID DIA3O 3AQt)LE3 AT BATH DOORS SHALL 9E 1` X art EAOH OATH SHALL HAVE THE FOLLOWING ACCESSORIES: 2 TOWEL SOARS= 1 SWRA SOAP AND GRAS, 1 REQES$E0 PAPER HOLDER„ 1 TUMBLER H QQOER, t RECESSED SOAP DISH, 1 COAT HOOK. WAINSCOTS SHALL OE IN9TALLEO E34;FORE THE FINISH PLASTER AND SHALL SE ARRANOCO TO FINISH FLUSH FINISH PLASTER. WAINSCOTS SHALT. ALSO FIT NEATLY AGAINST 5. OATH NO, 4 AND GARAGE TOILET ROOM,. -PA'TH No, SHALL HAVE ONE WHITE 3ORP ANO DRAB, ONE PAPER HOLDER. ONE SOAP 113H AND ONE TOWEL BAR. TOILET ROOM SHALL HAVE ONE WHITE PAPER HOLQER, ONE SOAP DISH AND ONE TOWEL 9ARa 6 K t -.•DRA INBOARD AND WORK SHELF SHALL 9E 3" SQUARE WALL TILE LAID • , Vi$TH 6" X. 2" 80X TRIM AND QUARTER ROUND 3 j It 4 A CK K OF WALLS 3ETY1Et?i1 QA3INEY3 SHALL 13E OF 4-1/4" TILE. WITH•BUIIL NOSE TRIM AT ENDS AND OPENINGS* 7. t INDOY STOOLS SHALL BE OF MATT GLAZED BULL NOSED WALL. T I L E I N COLOR SELKOTE O. IN 8. SETTING. F' BEDDEO PORTLAND CEMENT AAORTA STRAIGHT AND FILLED. JOINTS SHALL Qtr OLOSED FOR BATHROOM WORK, 11n W I D E FOR OTHER WORK. 9. QUARRY TILE FOR STOOPS AND STEPS 'SHALL ac SELECTED Pon BLUE GREY COLOR. TREADS AND PLATFORM EDGES SHALL BE BULL NOSE. 10. CLEANING.-"ALL WORK MUST 0E LEFT ENTIRELY CLEAN AND FREE FROM CRACKED. CRAZED. UNTIL 8UILOINt3E19000rdPLFTEDI►S SHALL BE PROW TECTED FROM DAMAGE LATHING, PLASTERING STUCCO I. SCOPE, -THE.. WORK UNDER THIS SEAT ION SHALL INCLUDE; A. SHEET ROCK LATH OVER MINTERIOR . L SEW1 4 E�EO NOT QTHERWtl CEILINGS. OVER FURRING. r SPECIFIED. } t3. METAI. LATH FOUR CORNERS OF INTERIOR PARTITIONS, INTERSECTIONS OF PARTITIONS AND MASONRY, FOR WOKING OF TILL WAINSCOTS. 3 it1N(3 or PCROH AND ANY SPECIAL P►AOES WHERE ROCK LATH IS NOT PRAOTtOAL.. G. SMOOTH HARD FINISH PLASTER FOR ALL OF THE HOUStE. 0. PLASTER OORtti!2Er3 IN SPACES $0 MARKED. R. S'rU000 FOR ALL EXTERIOR SURFACES OF THE HOUSE. Fa 3TUQCO ON METAL LATH VON STOOP CEILING* G. RUN CEMENT MOULDS AS 'SHOWN ON THE ELEVATIONS. H. NO PLASTER OR ;ITUOCO i EOu1RLrD IN !i I 2. ROCK LATH SHALLL, SE 3/8 THIQK IN 16" X 43 SHEETS, A3 MANUI ACTURE° SY THE U. S. GYPSUM CO. EACH SHALL i3E: NAILED TO t3TUO$ WITH 4 SLUE BOCK LATH NAILS AT EACH STUD, MAKING 16 NAILS TO EACH SHEET. 3. METAL LATH SHALL OE GALVANIZED CLINTON CLQ'rH, TIE AT ALL LAPS ANO SVAPLED AY EVERY BEARING, STAPLES HOT MORE THAN 6" APART, 4. GROUNDS. 000 GROUNDS WILL DE SET to R THE "CARPENTRY" SECTION AS OIRECrE0 BY. THIS COt1T;RAOTOH. 5. PLASTER SHALL 3E T40 -*COAT WORK! THE SAG AN COATS SHALL OOHS I s r OMr 16 SHOVEL 3 OF SAND TO A 10O U3. SAG OF E33ARY, RED TOP, OR EQUAL, Yt3ERE Q GYPSUM PLASTER. THIS QOAT SHALL BE APPLIED TRICK AND SHALL SE OROU(3HT TO A FAIRLY EVEN PLANE AND SCRATCHED. THE FINISH COAT SHALL PRESENT A HARQ, SMOOTH, WHITE FINISH AND SHALL OOMSt3t OF 1 PART or PLASTER Of PARIS AND 2 -1/2 PARTS OF FINISH LIME. THE FINISH LIME SHAI.I. RE WELL SLAKED AND THO,"3OU43HL'f 3OREENED 1'O REMOVE ALL LUMPS. THt FINISH GOAT 3HAt.I. DE TROWELED AND ROODEQ YO A VERY EVEN SMOOTH PLANE. OPENINGS. SO' SHOWN ON PLANS OR DETAILS. SHALL NAVE 3ULI. NOSE OR PLASTER RETURNS AT VAMRS JAMF33 ANO 14$A0 USING A 1' RADIUS. 6. FLU H TILE. -ALL WALLS HAVING FLUSH TILE SASE or WAIN 3Oor SHALL GE FINISH PLASTER A%TER THE TILE IS INSTALLED. A DEFINITE V SHALL QE OUT IN PLASTER At INTERSECTION WITH FLUSH TILE BASE OR WAINSCOT. 7. STUCCO SHALL OE 2 COAT WORK. THE 3ORATCH COAT SHALL 00N3I$T Of 1 PAR "r. PORTLAND CEMENT, 2 PARTS SANO AND 1/4 LIME PUYYY,, FIOERlEQ AS NECESSARY. UNDER COAT t3ROUGHY TO TRUC PLANK ANQ 9ORAr(311to. THE FINISH COAT SHALL CONSIST OF 1 PART PORTLAND OEMENT A►4O a-1/2 PARTS OF SAND WITH GRY3TEX AO0E0 ACCORDING YO MANUFACTURER'S GIREOTIONS. THE FINISH 00AT SHALL PRESENT A BRUSH FINISHED TEXTURE A3 APPROVED 3Y THE ARCHITEQT. 8. RUN CEMENT MOULDINGS A3 SHOWN ON EXTERIOR SHALL QE OF THE SAME MATERIAL AS OTHER STUCCO. ALL SHALL CAREFULLY REI /I Ot3UOK THE OESI(3N3 AND SHALL BE RUN IN PLACE SEFQRIE THE FINISH COAT IS APPLIKOo. 9. CUTTING AND PATCHING.--THE CONTRACTOR SHALL. A T HIS PEN3E, 00 ALL OUYTING AND LATCHING REGUI[ EI? BY OTHER? TRADES, LKMV I NG ALL 3URYAOlE3 IN PEE rEoT OOMOt T Iou AT THE COMPLETION Of THE WORK. 10. CLEANING. ► *UPON CQM&PLE1 ON, ALL PLASTER STAINS SMALL SE REMOVED FROM OTHER VOttX, ALL DEBRIS R MOVED AND THE wHOLe LEFT IN A OLEEAN AND NEAT CONDITION. PAINTING I. SCOPE.-.r HE WORK UNDER THIS SKOTION SHALL INOLUOC: A. PAINTING ALL METAL SASH. ORNAMENTAL AND WROUOHT InoN. Somtrm FRAMES NOT TO at PAINTED* 0. PAINTING ALL EXTERIOR 40000ORKo 0* ENAMELING ALL WOODWORK IN . T143 AND OREAKFAST R0014 KITCHEN, AND MAID'S qUARTERSo Do SEMI PAINTING ALL OTHER INTERIOR WOODOORK4 E. ENAMELING PLASTER IN OATHS, RITCHEN. Fr, FLAT WALL PAINTING ALL OTHER PLASTER THROUGHOUT THE HOUSE. 0* WATERPROOF PAINTING ALL STUCCO AND EXPOSED tILOCK WORK. H. COLD WATER PAINTINQ OARAOE INTERIOR WALLS. I. ONE 00AT OF PRIMER ANO FLAT MIXED ON GARAGE CEILING WOODWORK, 2. MATERIAL3,."..ALL MATERIAL TO OE or E.I. OuPoNT Cols mANy- FAOTURE DELIVERED IN ORIGINAL OONTAINER3 ON THE J00. IN sumo- ;ENT lUANTITIES TO 00 THE AEGUIRED WORK SUOJEOT TO INSPEOTION AND APPOOVALo To et or MATtiRIALS ANO OOLORS A3 SELEOTED 1Y THE AROHITEO To at.mixto THOROUOHLY AND IN AOCOODANOE WITH DIREOTIONS ON CAN OA FURNISHED OY MANUFATTURER. ANO APPLIED IN A CAREFUL ANO WORKMANLIKE MANNEn, ANO IN STRIWT AO0ORDANOE WITH IEST PAINTING pnAcyrIct, ALL THIN4ER3 OR OILS SHALL 3C or THE HONEST qUALITY AND MEET WITH THE APPROVAL OF THE AROHITEOTs 31 SAMPLES AND COLORS* 1 'd.P:,,AMPLES OF ALL run-pits ANO COLORS SHALL 3C PREPAREO FOR AND APPROVEO 3Y THE ARCHITEOT* • Ito GENERAL PRIMING.--WoouwonK INOLUDINO 81 SHALL HAVE ALL KNOTS STOPPEO AND SHALL OTHERWISE 9E PACPARCO etroat FINISH ' • PRIMING SHALL OONSIST OF ONE 00Ar OF LEAD AND OIL ON THE UNEXPOSED SURFACES or ALL WOODWORKI ONE 00A/ O$ LEAD AND OIL ON /RE EXPOSED SUR4OES THAT APSE at PAINTED. ALL SURFAOES SHALL DE SANDED SMOOTH. 5, SANDPAMING„ PUTTYING, ETC*.•...ALL SURFAOES SHALL at weal. SANOPAPEREO at/wetm COATS. AND ALL HOLES. MUCKS ANO IMPERFKOTIONS SHALL SC PUTTIED OR 9REA OTHERWISE TREATED TO PRESENT A 31.100TH ' SURrAOE SESORE THE FINAL 00ATo ANY •MPERFEOT sumrAots WHICH MAY NOT 3E PREPARE() roR SATISFACTORY PAINTINO OY THE PATEA SHALL OE OALLED THE ATTENTION or Tut AROH1TEOT OEFORE THE r1NAL OOAT OTHER4Ist NO EXOusE FO UNsATISFAOTORy OORH WILL BE AO0EPTCO. 6. METAL $ASH AND ORNAMENTAL IRON SHALL OE OIVON: As ONE 00AT DUPONT DUKREME METAL PRimtn. So ONC COAT DUPONT CUOOt Co ONE COAT DUPONT Duo, 7, EXTERIOR 400DNORK sr OVEN A. ONE GOAT OUPONT FIFTY.*FIFTY PASTE, MIXED AS PER MANUFAOTUREOS DIRICOVIONS* ao ONE ()OAT Of DUPONT' PAEPARED PAINT, THINNED WITH OAE PINY or TURPENTINE. PER GALLON* 04* OM C COAT OUPONT PREPARED PAINT AS RECEIVED IN PKG. t PKG. 8. INTERIOR WOOD AND TRIM (ENAmELgo) sHALL BE Giveu: A . ONE COAT DUPONT OVALITE UNDERCOATER THINNED AS P R olfteoTtous ON PAOKAGE. B. ONE 00AT DULUX SUPER WHITE ENAMEL, THINNED WITH ONE HALF PINT TURPENTINE PER GALLON. O. ONE COAT DULUX SUPER WHITE ENAMEL AS REOEIVED IN 9. INTER$OR WOCDWORK (SEut-GLos3) SHALL RE GIVEN: A. ONE GOAT DUPONT OVALITE UNDEROOATER THINNED AS PeR DIRECTIONS ON PKG. Bo ONE COAT DUPONT TOWN AND COUNTRY PLAT, THINNED AS PER DIRECTIONS. O. ONE COAT DUPONT INTERIOR SEMI*GLOSS AS RECEIVED. 10. INTERIOR WOODWORK (PLAT) SHALL BE GIVEN: A, ONE GOAT DUPONT TOWN AND COUNTRY FLAT FLOWING WHITE THINNED WITH ONE PINT EQUAL PARTS RAW LINSEED OIL AND TURPENTINE.. 9. ONE COAT DUPONT TOWN AND COUNTRY FLAT FLOWING WHITE. O. ONE COAT DUPONT TOWN AND COUNTRY FLAT FLOWING WHIT1 AS REOEIVEO IN PACKAGE* II. PLASTERED WALLS (FLAT) TO BE GIVEN: A. ONE 00AT.DUPONT PRIMER AND SEALER THINNED WITH ONE QUART TURPENTINE PER GALLON TINTED IF DESIRED. E30 ONE COAT DUPONT •1 FLAT WALL PAINT THINNED WITH ONE PINT OF LINSEED OIL AND TURPENTINE'. O. ONE 00AT DUPONT #1 FLAT WALL PAINT AS RECEIVED IN PK6. 12. PLASTERED WALLS (ENAMELED) SHALL BE GIVEN: A. ONE 00AT DUPONT PRIMER SEALER THINNED WITH ONE QUART TURPENTINE PER GALLON, TINTED A3 DESIRED. Bo ONE COAT DUPONT DULUX SUPER WHITE ENAMEL, THINNED AS PER DIRECTIONS ON PAOKAGE. O. ONE GOAT DUPONT DULUX SUPER WHITE ENAMEL. AS RECEIVED IN PACKAGE. 13. EXTERIOR STUCCO TO BE GIVEN 2 COATS OF WATERPROOF LIME WASH: FIRST COAT FIRST MIX: TWREE GAGS TIGER LIME, THREE GALLONS OF GAGLETITE WATER..PROOFING, THREE POUND OF CALCIUM CHLORIDE, AND ooLon FOR DESIRED TINT - PER BARREL OF WATER* B. SEOOND COAT SEOOND MIK: THREE SAGS OF Lila, FIVE GALLONS OF GABLETITE WATER"' PROOFING, THRCE POUND OF °ALGOL/Pa CHLORIDE, COLOR FOR DESIRED TINT PER BARREL OF WATER. 14. CLEANINGUPON OOMPLETION OF THE PAINTING, THIS CON' TRACTOR SHALL REMOVE ALL TRACES OF PAINT FROM ADJOINING WORK, SUCH AS HARDWARE, UNPAINTED PLASTER, TILE wonx,EYO. THIS CON* TRAOTOR SHALL LEAVE HIS WORK FREE FROM ALL BLEMISHES WHATSOEVER. 15. SPECIAL NOTE: THE PAINT HEREIN SPECIFIED 13 0P E.I. DUPONT Cols MANUFACTURE. THIS CONTRAOTOR MAY USE PAINT OF ANOTHER MANUFACTURE PROVIDED HOWEVER, IT MEETS THE QUALITY or THE DUPONT CO'S AND 16 APPROVED IN ALL DETAILS BY THE ARCHITECT. -13- GLAI IN( I. SCOPE. '' - THE WORK UNDER THIS SECTION SHALL INCLUDE THE QLAZINa OF • ALL DOORS AND WINDOWS. 2. CLASS SHALL BE "B QUALITY DOUBLET' STRENGTH. 3. STEEL WINDOWS SHALL BE GLA3k:o WtTH GI.AZ ING CLIPS AND PUTTY, FROM THE OUTSIDE. 44 WOODWORK SHALL BE GLAZED WITH WOOD STOPS, FROM THE OUTSIDE. 5. CLEANING.- --UPON COMPLETION OF THE JOB ALL GLASS SHALL BE THOROUGHLY CLEANED AND LEFT IN A WHOLE AND PERFECT CONDITION. HARDWARE I. SS COPE . M "'THE WORK UNDER THIS SECTION SHALL INCLUDE THE FURNISHING AND INSTALLATION OF ALL BUILDERtS HARDWARE AND THE INSTALLATION OF ALL FINISHING HARDWARE, ALL AS REQUIRED TO COM* PLETE THE WORK. 2. FINISH HARDWARE EXCEPT AS LISTED BELOW SHALL BE FURNISHED UNDER AN ALLOWANCE. UPON DELIVERY IT SHALL BE CARED FOR BY THIS CONTRACTOR AND INSTALLED IN THE WORK. 3. BUILDER'S HARDWARE SHALL INCLUDE ALL NAILS, SCREWS, SPIKES, BOLTS, JOIST HANGERS, STIRRUP$, ETC. 4. THRESHO'. DS AND WEATHERSTRIPS.--ALL 000RS MARKED "MT" SHALL HAVE CARLANO INTERLOCKING art ALUMINUM THRESHOLDS AND 3PR1N3 BRONZE WEATHERSTRIPS ON ALL DOUR EDGES. ELECTRIC WIRING I. SCOPE."'-'THE WORK UNDER THIS SEOTlON SHALL INCLUDE THE COMPLETE INSTALLATION OF THE WIRING SYSTEM FROm THE LIGHTING COM* PANYtS SERVICE TO EVERY OUTLET IN THE BUILDING, INCLUDING PANELS, OIROU I T WIRING, REOEPTAOLES, FIXTURES, SELLS, 3UZZERS, ETC. ALL MATERIALS SHALL BE APPROVED BY THE NATIONAL SOAR° OF FIRE UNDERWRITERS AND THE WIRING SYSTEM SHALL COMPLY WITH ALL ORDINANCES AND REGULATIONS GOVERNING SANE. 2. FIXTURES SHALL G E FURNISHED UNDER AN ALLOWANCE AND 1i- STALLED 13Y THIS CONTRACTOR. 3. GUARANTEE.--THIS ENTIRE WORK SHALL BE GUARANTEED AGAINST ANY DEFECTS FOR A PERIOD OF TWO YEARS FROM SATE OF ACCEPTANOE.. 4. CONDUI'T.- -ALL WIRING, EXCEPT FOR BELLS, AN° ANNUNCIATORS SHALL BE RUN IN BST QUALITY GALVANIZED STEEL TUBING. ALL CON"' DUCTS SHALL BE CONGEALED AND MUST E3E CONT I UOUS FROM OUTLET TO BOX, ETC. 5. SERVICE *REFER TO ELECTRIC SERVICE SCHEDULE AND MAIN SERVICE NOTES ON PLANS. v4I 5.. O. WIRING. -WtRes Fon LIGHTING AND POWER SHALL. BE APPROVED 6 BY UNDERWRITER LABORATORIES FOR SIZE, GRADE AND INSULATION* 7. OUTLET BOXES, SWITCHES, RECEPTACLES.--OuTLev BOXES SHALL 3E STANDARD PRESSED STEEL KNOCKOUT BOXES* LOCAL SWITOHES SHALL SE IVORYLITE SINGLE poLe„ TOGGLE TYPE WITH H & H IVORYLITC COVERS ANL) KEYS. WALL RECEPTACLES SHALL SE 1VORYLITE SPARTAN TYPE, DUPLEX WITH H H IVORYLITE COVER EXOEPT, HOWEVER, ALL BATH AND KITCHEN COVER PLATES WHICH SHALL 3E OHROMIUM PLATED. 8. POSITION OF OUTLETSUNLESS OTHERWISE DIRECTED on INDI" :GATED PLUG RECEPTACLE SHALL 81 10" ABOVE FINISH FLOOR, WALL BRACKETS 6 ABOVE FLOOR; WALL SWITCHES 4 1 0" ABOVE FLOOR; OUTLETS SHALL CENTER NOT LESS THAN 7" FROM OPENING TRIM ANO WHERE REQUIRED MUST SE OENTERED ON ALL CEILING OR PANELED SPACES* 9. BELLS, BUZZERS, ETC.--THERE SHALL. SE INSTALLED USINQ RU"' 'SUER COVERED WIRE, A COMPLETE Geo. ANO BUZZER SYSTEM OF AMPLE CAPACITY TO SERVE THE REQUIREMENTS tmoloAreo SY REXSX PLANS* BELLS XII AND BUZZERS SHALL RE OF THE FLUSH CALL OESIGNI WITO, TOGETHER WITH NECESSARY TRANSFORMER WILL FIT STANDARD SNITCH oR RECEPTACLE BOXES* 10* CHIMES E FRONT 00OR PUSH SUTTON SHALL OE CONNEOTED TO A CHIME SET IN THE ENTRANCE HALL. MOOEL F. DuLuxe 2 TUBE IVORY DOUBLE PURPOSE MELLO CHIME, UR APPROVED EQUAL* II* EXHAUST FAN IN KITCHEN.--SHALL SE AN EMERSON 12 01A* REVERSABLE WITH EXTERIOR LOUVER* THIS FAN SHALL BE WIRED 80 AS TO BE CONTROLLED FROM A SEPARATE SWITOH ON THE KITCHEN, ONE KEY OF WHIOR WILL THROW THE AIR OUT, THE OTHER KEY TO PULL AIR IN* 12. RADIO ANTENNA AND GROUND,•*••ANTESNA SHALL CONSIST OF 5O FT. dI4 AERIAL WIRE, RUN IN ATTIQ ANO SUPPORTED ON INSULATORS* • DOWN LEAD SHALL OE 1 WIRE* GROUND SHALL EXTEND UNDER NOUSE • AND SHALL GROUND TO wATE R PIPE* ANTENNA AN GROUND SHALL CONNECT TO H & H 4 REOEP.4 TACLE.WHERE SHOWN ON PLANO. REOEPTAOLE SHALL ALSO OE CONNECTE0 TO LIGHTING CIRCUIT* 13* TELEPHONE ONDUIT0**CONDUIT S/MILAR TO ELEOTNICAL OONOUIT SHALL BE INSTALLED FROM A SUITABLE PLACE ON EXTERIOR OF SUILDING TO LOCATION or TELEPHONE OUTLETS* THE TELEPHONE COMPANY WILL PULL THEIR WIRE APART FROM THIS CONTHAOT* 14. CUTTING, PATCHING, SLEEVES, , TC.--THe OONTRAOTOR SHALL 'DO ALL OUTTING ANO PATCHING NEOESSARY FOR THE PROPER INSTALLATION OF HIS WORK* ALL SLEEVES, ETO. REQUIRED SHALL BE FURNISHED AND INSTALLED UNDER THIS CONTRACT. 15. BATHROOM WALL HEATERS IN BATHS Nos. 1, 2, AND 3 SHALL 8E !vlARKEL 1000 WATT REOESSED WALL ELECTRIC HEATERS WITH CHROME FINISH, 1 16* FLOODLIGHTS AS SHOWN ON PLANS, SHALL BE 2C0 WATT AND ! SHALL aE FURNISHED AND INSTALLED SY THIS OONTRAOTOR* PLUMBING I. SCOPE..*—TI4 IORK UNDER THIS SECTION SHALL INOLUDC THE COMPLETE INSTALLATION OF THE PLUM131Nt3 SYSTEM INCLUDING THE SEWAGE O18PO9AL, WATER SUPPLY LINES, OAS LINES, AND PLUMBING FIXTURES. IT 13 THE INTENT OF THIS SPECIFICATION TO INSTALL A WORKING PLUMBING SYSTEM OOMPLETE FROM THE CITY OR UTILITY LINES TO THE LAST FIXTURE OR OUTLET IN THE BUILDING. THIS CON TRACTOR IS REQUIRE° TO PAY ALL SERVIOIE AND OONNEOTION FEES RLt" QUIRED YO MAKE THIS INSTALLATION COMPLETE FROM THE CONDITIONS AS THEY NOW EXIST. THE PLUV31N"] SYSTEM MUST COMPLY WITH ALL QRDINANOES AND REGULATIONS GOVERNING SAME. 2. EXCAVATION.- -THIS CONTRACTOR SHALL 00 ALL EXOAVATIN+3 AND DIQQINO NECESSARY IN COMPLETINt3 HIS CONTRACT, BAO(TILLING, PROPERLY AFTER HIS WORK HAS BEEN INSPECTED AND APPROVEEO. 3. SEPTIC TANK. .".'SHALL SE A PREOAST 3EPT$O TANK WITH LEECHING FIELD AND SUMP, ALL TO BE IN $TR1OT ACOOROANOE WITH THE CODE or THE CITY OF MFAMI SHORES VILLAGE* THIS CONTRACTOR SHALL OONNEOT HIS SYSTEM TO THE SEPTIC TANK CONT I NU 1 Nt3 THE' SOIL PIPES UNDER THE B U I L D I N G AND CONNECT TO ALL FIXTURES WITH THE PROPER SIZE AS DIRECTED BY THE CITY CODE. ALL JOINTS I N SOIL AND VENT PIPING SHALL BE PACKED WITH TH OAKUM AND RUN IN MOLTEN LEAD PROPERLY CAULKED. DRAIN TILE TO BEE LAID IN BCD or AT LEAST 6" DEEP AND AT LEAST 6" or ROOK AT SIDES ON TOP OF TILE. THE ROOK TO SE COVERED WITH TAR PAPER AND THEN COVERED WITH EARTH. . WATER SYSTEM. STANDARD METER WILL BE FURNISHED AND IN STALLED 9Y THE 'CATER COMPANY. ANY COSTS PERTAINING TO THIS IN.* STALLATION SHALL 3E: PAID BY THE PLUMBING CONTRACTOR. FROM METER RUN 3/4 PIPE TO ALL OATHS AND KITCHEN, AND NECESSARY SIZE PIPE DISTRIBUTING 43"3t1IG COLD WATER TO ALL FIXTURES. INSTALL 3/11 X 12 AIR OHAMBER$ ON ALL RISERS. RUN 3/41 COPPER TUBING FROM HOT WATER TANK TO OLO$EST BATHROOM, EBRANOHING TO OTHER FIXTURES WITH I /2 LINE. RUN SEPARATE $ /2 OOPPEFR TUBE TO LAUNDRY TRAYS IN GARAGE. ALL FIXTURES ExQEPT MATER OLOSETS AND $ILE. COCKS SHALL Be 9UPPLIEO WITH HOT WATER. 5. GA3 PIPING 13 CALLED TO A 0 GALVANIZED IRON PIPE RUNNING UNDER THE HOUSE:, FROM AN OUTLET IN THE $IREPLAOE TO THE WEST KKR EXTERIOR WALL OF GARAUEE. SCE; PLANS AND ELEVATIONS FOR LOCATION 6. PIPE. '*.'SOIL AND VENT PIPE SHALL BE EXTRA HEAVY WEIGHT CAST IRON WITH HUB AND SPIGOT ENDS. COLO WATER LINES SHALL BE GALVANIZED MILD STEEL PIPE. LEAD PIPE SHALE~ 3E Et C " QUALITY. FITTINGS SHALL CORRESPOND IN WEIGHT, TYPE, AND GRADE AS PIPE: TO WHICH THEY ARE CONNEOTE ;D. COLD 'WATER VALVES NO* 114O AND HOT AND COLD WATER VALVES No. 7 CRANE CO., OR EQUAL. 7• ROOF FL_ANGESINSTALL WHERE SHOWN LEAD SLEEVE IMPROVED TYPE OF ROOF FLAN ON ALL $TAOK AND VENT CONNECTIONS THAT PASS THROUGH THE ROOFS. THESE FLANGES SHALL BE MADE WATIFRTIQHT AND WEATHERPROOF BY THIS CONTRACTOR. 8. WALL HOSE CONNECTION.- '1N$TALL WHERE SHOWN ON PLANS I/2t: SILL 000K, PLATE C•32688 CRANE COMPANY. 9.. GUARANTEE. --THC PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER OPERATION OF THE (ENTIRE BUILDING PLUMBING IN'' STALLATION FOR THE PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE HE SHALL MAKE GOOD AT HIS EXPENSE ANY DEOECT IN MANUFAOTURE OR IMPERFECT WOR(MAY3HIP WITHIN THIS TIME LIMIT. 10. PLUMBING FIXTURES, ..ALL FIXTURES SHALL BEEQUAL TO THE LIST OF FIXTURES ON THE NEXT PAGE, AS MANUFACTUREEO BY THE CRANE COMPANY. ALL EXPOSE° METAL SHALL BE CHROMIUM PLATED. PLUMBING FOSTURE_SCHE ULE BATHROOM NO. 1 (WHITE) BATH AND MOM: tr 0 LAVATORY: T 24" :4 20" DIANA V.C. LAVA ORY OOMPLETE* CLOSET: BATHROOM NO, 2 (HIT) SHOWER: tv LAVATORY) CLOSET: T 5 CORNOVA A.R. OATH WITH SHOW tr' AS IN BATHROOM NO. 1* BATH AND SHOW* LAVATORY: tr 1-T CLOSET: ri SHOflE t LAVATORY: T CLOSET: rT1r0/1. LAVATORY: T*71 CLOSET: /1 ' into SINK: — T934euX WATER HEAT LAUNDRy TRAYS: B MAID'S fATHROOM NO. 4 (wHire) HIP'S TOILET ("HITE) NEUTON OLOUT COMBINATION WITH 0 15025 WHITE SPRAYE0 SEAT. KITCHEN (WHITE) 5 CORONOVA A.R. BATH WITH SHOWER* MERIT °LOUT ()OW/ORATION WITH 0 15002 PLAIN 001.03 SEAT AND 00V. , C.P. fHOIER WITH MIODEY CAIN ARO ROO AND t 1244 TESTER SPOUT* 22" x t6" DREXEL v*C. LAVATORY 00 PL Tito, MKnoy CLOSET Ai IN BATHROOM No. 1 2/0 x 21" NORWICH V.C. LAVATORY 00UPLEYE. MERIT CLOSE/ Al IN GATHnoom No. I COMPLETE* C.P. 3Howen , 40,14 MID DRAIN AND 17" X 19" NEUDAY ENAMELED IRON LAVATORY HARPY R CLOSET COMBINA I N WITH 0 15025 WHITE SPIIAYKO SEAT. 17" X I9" CAROLINA e” m LEO IRON LAVATORY OOMPL YE. 20" X 30" A.R. FLAT RIM SINX A3 SHOWN. 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I i, fT'f F -;+: KYt_ 1 ]J 2 11 2S 3S SITE TYPE h. .__ -,._ 1 D f1 f t = 1 040 7 214 . 2 1 +1 2... 2 - 640 050 2S.:SL C 2 2 050 3 S• C 3 • -- - 2 05 O S -Y ,. _:3• . - ___ 2, 050 ..__. 45-C .062. __ -4 _ - _062 x45 -9 4 ` 4SA 4 12 2 .C62 45A 4 - 125 f .062 4W 4 -.. 3.76 2 0 62 4Sv 6 ._. 4 -- 3.76 725'- 2 -0G? 6s. _-6. 2 .062 _ 86A ' ... - - - .„1.2 5 ___ 2 .062 G$AA 6 - - ^T 1.2 S 2 .C62 6 Sul 6 5.64 2 '062 $5hA 6 5.64 1.25 2 .062 75 - I 2 .062 75A- _._ 1.25 2 Ce2 iSAA 7 1r- 1.25 2 .062 -- 7S'w - _ 7 j__44 _ 2 .062 -- - -- . c 7 SWq 7 b.44 1 25 2 62 "'-75MSS - 7 1.00 2 .062 . ' - T' �- 1314 311 _.l - ._- 3H FHIL9 3 ,oso Panels sill 64.2.3 Hollor or the Nam)* a..m. 4 SW AA - r ♦ PEptsstTER & CHAIR FAIL MEMBERS ONLY BEAM_ AND COLUMN SCHEDULE (FEET AND INCHES IAA%IMUTA C. LEAR SPAN 4' 0" f x .041 n60 0! 050 .050 C62 1S._6" C62 19 - 2` 062 .187 21' -0 0 . .06: 20'- 9 .062 .1 d 7 2l �S' .140 28 {Z' .140 .187 29' -u 140 .1 32_. 7 140 32-G' 140 '87 33' -6_ 156 34'- 7 i50 187 36'•7` 187 3d " 39 -t sd 55.8 f 150 'C 150 150 ' e8' 375 5' • O 6%0 d 0 • ti' _ O r I0'- I' 9'. 6" 9 • 5' 8'- 10 0' 9'- 5" 12' -0" II'- 4' 14_- 6' 13' • 7 17' -I0" 16'• 9` 19'- 0:. 9 ., 19-6 18'• 4" 1 8' . 97 2 6 . .1' 24'- 7,. 27'. 9" 26' 2' 30' - 28 -6 ;O_- 6 30' 9' 19'_ 3' 3 1' • 9 29' -- 10 }a' •0" 32'• 0' 36 •0 36'• 5' 37' -I 4T 1(-10 33_11 34 3 3a -u 42' -O 10 1' - 0" Y•0 9 t' 8 0 6 • II IC'- 8' 12 • 9 1 5 . 1 1 17'•0 is 17- 3 IT. 9 23'- 4 ' 24'• 9 27' 1 .. 27 0' 27 - 9 28 9' 30'• 4' 31 •10 3 2 6 33'•2 39• 10' 10 - Fi r 8' 7 •0 7 7 8 7 12_.4 15 0' 16' - 0" 11 -3 16'- 5" 17'•0' - 2 - 2 7 T 23'9' 2 S - tu" 2S -'G 26'• 7' 21 - 2 29 0 30 -9 31 2" 31- 9' 38' • 2 10'- 0 9•_ 4" e9 .0 8' • 4 ' a' • 3" 10' II_ -10 l4'. 2 15 • 0" 1 5 ,. 9 . 16 - 4' 21' • 6' 22__ ID 24 II" 24 •10' THICKNESS 0 ,050 .150 &r.- 0 Panels WII hme 24'_10 26'• 5' 28'• 0' 29 - 9' 30 '. 1" 30'. 5 36 B" 8-ID' 10 6 9 7' • II 4 4 • 3 23%7 23. 23. 7 25 6' 27'- 1" . • CABLE SCHEDULE SPAN 0. 0 - B -0" Up for t6:0�- HEIGHT 0 =0 " - 8 =O 32 48% 0" - l0- 0: U 13 00 8 0'- I0 0 13- 0 a`o 9 26'- 0 "-- 39'•0" 7 L N _ 7YPLCAL ELEVATION I0.CAbLES 3 - 1 2 3 I of Boom 2 to carrel column_ 2 choir roll t0 column - - - Ior ll pirate to column I to losc'o 2 strut 10 1 - DESCRIPTION 7rP FASTENING SCHEDULE 4 FASTENER 2 A I0.31" S PIS ._ 277 10 3 S M S . _ 2 M 10J S M S 4 ■22 screws reD 2_4 c -c _2 010.14 514 5 : WIND bRACING DETAILS a SCHEDULE 2.3 ctaa rolts & purtms• 28' H' 29'•9 5 35'• 5' 10 0 - COMPONENT MEMBERS Fotcro,. 1,2 w /2 /10st' SMS to boom e 010.14 "w y $ alul vt OttIfrS beam 4 001111111' ._ . VE ri1111111111•11 z #10,21( wcr screws \, to fascia •O 1'44 typ - 1.2 ( SIC, 21 "St4SI 24'C-G AII. ong. t Iocobon ♦ 10 .2'4' logs G 24'oc Expands. or Jordon DETAIL QI 10'•32") Use 2; 2 :%:1'111 ea. Sale 444211 11.4 S O er 2 . use 3 Val. 0'•32'1 Use 0x0.2 logs in E.pmdel or 4 b Jot don •100 10.0 521 Use d .d"conph 3 Logs s/1•502/4- DETAIL (6 L.2:Ytl "eng. eoch side 2.2 tee. 2.10X' 2 44@' Loom 2 FOtc10 i I0 2Jk`logs 1A E.pondet or Jordon 0100 Footings (See De15) AkT. DETAIL 2.2- �7p'weldr� ere tolls '1St" isCAis ksst,n, 0with 1200 ` Nlcopress slims 18. 3'e r Y toe *Encomia* w Jordon eS035 Buford@ Anchor CABLE DETAIL 2'.2 " re in4q. era. side 42 110.)4" SIAS. to boom L 7S -75w s t'- . "wd.►crews w/ )Ypereh•bon molter as rose.* /2 0 10 SM5 Ir 2 ALT, DETAIL QI O. y le2 teeore 2'/s Studs ored cap null i_! .1.2 U CLIP DETAIL r 2` Ang. 242 1SA -75N�! Boom ,2x2 75 AA 1 1 1 .x _" �.._ L j 10 Kee l * I wL KrI' 9 eoch bream I. 2 ALT. WITH E•oii 11'4 s144.l'S'4iY.` 2,2 halloo Channel S l l . / J � 2 ".2. Ve" ong. w /it' 14.H 65. Strews / NOT ' Coble assembly may to subslrtule�l 11,0.14' ho llow ar tNe1ppmg s errole tu Irue d!a dr e.,G49 k) COMPRESSION MEtA. FASTENINGS 1. 4 2 %; x For spans ever 32' Jet 3 .10• ;/4' S.M•S. Spans under 32' use 2 S.I-I.S. each side erne -bock 3.404N SMS- t� d 1, d ' - ' Inicep,ng serreled tubes A49!s TELESCOPIC ROOF BRACE 2 Soch' i'4* DETAIL Q3 .1 2.2.o-u- _ en Sole u/ 24 . Ye" 1 b 2 $. MS. DETAIL ED GUTTER G utter Beam= Pc. olumn 4'10 SIAS 1/ Ltoy r� fp', 2 each end of Slerl Strop per,ln,rI n SM. me er Column 2.2 (Mir Rrul - ' TYPICAL COLUMN 3 5FAM DETAIL DETAIL® is 2*. 4,.. 1,g' 4 /NO Cisms EA LEG. _--_ ALT. DETAIL Perm mans. 2.2 Col. Perimeter mem. 2 ( her Rod - Tvp. oil of ouna' 1,2 010.24' Rr.SS!a' 24'c -c w /1'r "0 U. Olunld . wool Cr • 242 2 C.ho Rut{ GENERAL NOTES; D451911 lOod l welt 'n rind Gut 13psf , roofs u0 one ;RAW l psi' Sotetr Factor: IS 2. Screencloth o1enlnSs to be 60'.on greoler. 3 totE r in s e os Attin.num Assoc.. C onstrut6adOA h elcise0l�Y YreA 4• • lunrnu.n chair rail, perIms ,t0ttom rod,h oust (owe pJ Qle CarnO( Culum,ns and top per 'meter mem. snort be 0 mggd.040t with no minus tolerance• All e, posed In:tenets sho8 to non mognctre stainless Ue11 a' nlumn, e.re ?t ' 1,117 hardwas fasteners with 'say tB 141 deg4J gamy. s! et 1. Uan exposed fosterers may be inognef c. sla'n'ts Vas' 6. An masonry onct,0r■q lPn rCes shall be mON dnon- corrosive . melolbr ran;Ir lion Or , roillt of vrr5.n P,V pIont.0 LY ,P01e/ m0101 7po r. e t stur011Idy. Sop ',nn sr re,, fastenings I bru on open seCtroin of resln.siols tato fusr In or 3101 . ^not have at Sod diameter of y't' or vte.0,4rosfes 01 r ' n'n, 1.1 meter. AU Coln• ;I•all be fastened to Deems or struts wdh fasienerS pMi@ ,I%r n Ins eclat :Lri.S 6063 -T6 aluminum .'llo1 teams wI I) bear extol idtnhhCotrg4 % I Impen one to from each end d Leo. FA114w1 1,g are approved mor4s: BON 6063 f1 63•76 10. In cdd,bun to Gram teannq rolumnn1,1. 169111 Ole 411,1k/tied 511 tide Col MPS n 18=0 c•c rraa. II. Slats and foot,ngs by others unless otherr,E• rated. 12. lot( h•:-. on doom of doors of swimming pool •ecl05u shall De 56" rrLove old and sholt Le serf loaning add 6411 13. Spars ore m1 U. 11 design criteria lad test for olumrescreeo encb}ures os approved by Dade Coanty Ital. A' lonln9 Oepl. doted Apr'I 5 14. Aluminum amps ore 6063. atfoc hod to heron Vrl1 x10 SI45'3 2 a, 2� e arn en d of slrop. 15 Wood lnsenIS 1500 p.s. -no. 270 southern Aloe or tau. 16 Steel strop has a fiber stress of 16,000 psi. 17 RuLl:er e'ecdnc,mI lope Or asphalt dip to Ueb64d on 61644 antrIS In cSernct w,ih aluminum. M,nrmum 1en91t■ of shops and In6e1 ta.811• 0Y1 beam saaa and placed In center of span. Components on this sheet ore eayele0 DY US.PGAPO.3,j2 ;. • 0. Perimeter n.emter' rapt o,Aml3or,aly 11/ 2- /IOS.ht.S each pant', Perimeter men) . 8 re'Iu■res no add'hpnol tosteaef 21 Sections 1,2H are alloy 6063 -TS 55 =1b 6$. All other :.r8 .11 1 0y 60 3-16, s5= 2!k A11 connectors ore o1..n,num alloy i024- pr (3ee note 5) or equrl. I• 5 • 1 . 6. 9 . 2 ", 2'a'e • :.n4 w/ 2.10 •'. SMS ? 1.2 I S IC.ef log in Expander A Jordon .00 TYPICAL CORNER DETAIL 9. DADE COUN APPROVED; INDUSTRIAL ENGINEERING SERVICES WM. F4 MEYERS - P.E. 1815$ r- 2 -'� tag ,04ti _i y 2 PERIMETER Nictscif 2• 2HL MISCELLANEOUS MEMBERS 29 L ul 5500484 5 rya , Fta!ld0 Prune: F3 ,)1'30 SCRE EN010 uRE STANDARD' DETAILS OHA,vr.G r.0. ot.r.m-mN 8 c.J $" ET NO. 2 2,21 DATE 4. 1 mNOUSI IVES, INC 9- - WA CI.. E pic T WALL L / /`✓ ...57 D E/ JC. 0" /. (:) S- ! 1. 7'� l r iN G 0VErf / -� I et. 5. Y I ALL . - , `N 7 - 261- O" SCREE/'/ I } 1 -- RESIDE /'J C r- 0 . -. C) VF-R.l -'Ar ' 4' -O' S QuT7-r EL E VA - TioN . �. 0 11 1 x ,11 7- J S b14It. ROOF FRAMi PLA 5'- O„ a l S0 (1/ lr 4'06,4; X. 21-1, 5 2 !� 1 %' EAST ELL 1 //1 T /Q/I aands 7= 0" 2fU In r' B . 5 . VIA L L 0 • � ,.. 0 " r OV yew/4 t n.l0Tr - PE T F- 2 ERTi7 /I.J,s T() R ,MM // (RE - SCPEZ /) OF Fx/ T/f' /G POQ L - SCR EEI\/ -, /5' LEGA t� IJ S T 2 5 OF LOT 3.3 X /1 /_ L l;F' L OTS 34 . 35 - 8LOC1-<" 34 M /A MI S/ --/ 0/ F S VI L 17 C E 5 E T /O/'\/ No, .3 M r Q /v/I :51/ r?f!5 - f= QP/ A L. L C 7" /25' 5 ' .5/ OE Wn L•< (--=' L C 2 A / SCALE . I - 26' INOUSTRIES, INC. 550 W. 84 ST. HIALEAH, `L A. 8 3014 SCREEN ENCLOSURE for: .1,, /frf soritwojv EN G. Wit /Am M. AlAYFIR.$ R E. /6 pA DRAWN, By f ter« J004_Ia1O r zCREEN E�✓c�c� i 4 QCg_T /P.N JO IS // DOP_ E: : /2 _ 85 N F. — 95 ' .S TREET. A'l / A //1 / 5F /6 f' ES LA. - S147 � DER r/ F/ C4 ri or c n-u- - CS-2393 l ! c /A'k. / t7 A /0 4_ / fr. gAr// #-/ H1,11././_, CO - /(. e " 4 //4 iv / i'Mr 1 / CPM [1 r s/ /4A57 6 Dr Oc)t4 r I 5"0 c3 r - 0/3 /4 :( / 0 285 1 L- 9'/0 i �'a -t -0t3 /-¢. ! o 300. CF" /it e /1,45 /N W LL - REFr?/ 2. G /Nt °S T_, ccW ;. !JAJ/ OA/ c ,7d J1V,Z. :8 r DROCc /- - *2 C C / E cD <, 72 AJ SCALE " _ / ' - . Pt/!' coe,/D E .SAre - : RA //J r0 q ?CDUM D • A f H d '- CA.'ziQ. /OE *; /2 /ZAf73 - 24x /8 t L rA % 7L -- /N/ Sir .� /''o fr-e en eJ )? 4.//V6 / x /2 f`I �. , .f��a 1' T 4"1; ATI kSPA ,1/A / ., - t' s Prcyt. f .SC /L8?V 7r; ..d ;E/ R /(; . J�y� S tt. r � 21 x /8 'i C /).17 01 �= O5C F L a + /4 ,F_' ' /�ri' Cu r:S e./A (z:A r/ C ) (V . , A w £`, cC. ,r7 Al 3 Ca /,C j /- 2 x -.d �.S •=- F , ; � .� /� / '? 1-/ V r_.cR - -- 3/4 ,. 7) /c ccN � G : V -- •5A7 77.AIN L./tv:-` rU A. 0 4.2 ry 1 677.1 / /'RNs. J OI/N ,SAX o N /?8 5 NE 95 fh sr y Ai/A17 5//O R C &:( ;0/v i) F P. AV/ 2 riot S re t4 A rv+ia Mi • DACE Verisiq PRO_ DUCT CONTROL NOTICE OF ACCEPTANCE_ Construction Glass Industries Corporatioll�� 7840 IN.W. 62nd Street Miami ,FL 33166 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO4.01A019 -.031 EXPIRES: 10/31/2005 APPROVED: 11/21 /2001 MIAMI -DADE COLNTY, FLORIDA N1ETRO -L)ADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE 1 (ETRO -DADS FLAGLER I3U11.DING 1-40 WEST FLAGL STREET. SUITE 1603 NUTAN11, FLORIDA 33130-1563 (305) 375-2901 FAN (305)375-290S CONTRACTOR LICENSING SECTION (305) 375 - PAX (305) 375-255S CONTRACTOR F: \FORCE) DIVISION (305) 375-2966 FAX (305) 375-290X PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372.6339 Your application for Notice of Acceptance (NOA) of Ser,tcs 233 Aluminum Project Out Windoiv, under Chapter 8 of the Code of Miami -Dade County governing the and Construction, and completely described herein, has been recommended for a e by the :ilia i -D do County Building Code Compliance Office (BCCO) under We conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET. SEE .ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUTLDINC &_PRODUCT R l /IE: y COltilA1IF T= - This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami-Dade County, Florida under the conditions set forth above. 77 i� �Lw: 4• Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office !' a 045000 I 1 pc200o\ltemplueslnotice acceptance cover page /ot Internet mail address: postmasterbuildin ;codeonline.com Homcpage: http: i /wYrw.buildinocodeoniine.com Construction Glass _ Ind. Corp_, ACCEPTANCE `do 014019.03 APPROVED: November 22, 2001 EXPIRES: October 31, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises & renews Notice of Acceptance (NOA) No. 994)329.02, which was issued on November 18, I999. It approves an aluminum project out window, as described in Section 2 of this NOA, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series "238" Aluminum Project Out Window — Non- Impact & Impact Resistant and its components shall be constructed in strict compliance with the following document: Drawin No W99 -04, Sheets I through 6 of 6, titled "Series - 238 Alum Project Out Window," prepared by Al Farooq Corporation, dated 1/21/99 and revised on 10 /16/01, bearing, the Miami -Dade County Product Control approval stamp with the NOA nurnber and approval date by the Miami -Dade County Product Control Division. This document shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Window Size.. see Comparative Analysis Tables in approved drawings. .I. INSTALLATION 4.1 The aluminum project out window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection SySterll Or :lot, See colxsp0[1ding tablo in approved drawing. - 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Nfiarni -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS • 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. / Raul Rodriguez, Chie'i Product Control Division Construction Glass Ind. Corp_, NOTICE OF ACCEPTANCE: 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been Tiled . and the original submitted documentation, including.: test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, stag, and the following statement: ":Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code themes; h) The product is no ionizer the same product (identical) as the one originally approved; c) Ifthe Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared. si`uned and scaled the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials. usc, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the tiling ofa revision application with appropriate fee) and granted by this office. S. Any of the followin`.: shall also be grounds for removal alibis Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, ac':vcrtisin; o< any other purpose. The Notice of Acceptance number preceded by the \words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shalt be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this fast page 3. ENI) OF TIHIS ACCEPTANCE 3 ACCEPTANCE No.: 01- 1019.0.3 APPROVED: November 22, 2001 EXPIRES: October 31, 2006 STANDARD CONDITIONS _ ul Rocirl ChLtw Product Control Division _S_Tr�Z_1 2 51EP:3 VENT VIDTH \WINDOW WIDTH r . EXTERIOR T i1 INSTRILGTION$ FOR USING THESSS QHARTS: DETERMINE THE REQUIRED DESIGN PRESSURES FOR A GrVEN W1NDC'W. OBTAIN CAPACfTY OF WINDOW /GLASS TYPE FROM APPROPRIATE C - .RTS. A) SHEET 3 & 3A FOR IMPACT RESISTANT. B) SHEET 4 FOR NON -I!; ?ACT RESISTANT. SELECT INSTALLATION (ANCHOR) TYPE FROM DrTAILS ON SHEET 5 AND CHAf7T ON SHEET 6. „• ■■.ICI, cno .!JUST UEET OR FOR GLASS TIP ES, REFER TO SHEETS 3, 3A AND 4. SNUBBER AT IMPACT k'INDCwS ONLY mo a D.L. CPO. 0 VENT WIDTH VINDOV 'JIDTH 2 1/2 1 6 MAX. TYP. AT HEAD /SILL_ CORNERS I 0 6 N. PRODUCT RENEWED Acr_ErTANcEN, 0/ - lo/q , 03 EX? RA rLoN D ^, FE {J {. _3f 2.0c -6 PROD C T fl RoL D f�S , - ELLL: ,12: COCA CO:M LLANCE OEFCN_ 14 1/2 MAX. WINDOW ^WIDTi -✓ENT WDTH D.L. CPG. f •Y - 1° t I 4- I :14 / \ III II / II II \ II II / H �\ 11 \ it II/ I 1 \ \ \ 1 \II 4 : \ \\ If---- H 11 11 \ u H 11 \ II 17 MAX. TYP. AT LONGER SIDES FOR MULLION /MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.O.A. Enyr: DR. HUTAAYOUN FAR000 li URES FLL PE # 16557 i OCT 1 7 2001 1 _aL SURFACE APPLIED —FALSE HUNT INS OPTIONAL TYpicAL ELvATIQN 1. N T S STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1684 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. 2. WOOD BUCKS EY OTHERS, MUST BE ANCHORED PROPERLY 10 TRANSFER LOADS TO THE STFHUCTURE. 3, ANCHORS SHALL BE AS LISTED, SPACED A -S SHOWN ON DETAILS. ANCHOR EMBEDMENT TO SASE MAT ERIAL SHALL BE E3EYOND WALL DRESSING OR STUCCO. 0 0 L O U uJ O J 0') r) I N 0_ W 1J Cr . 0 0 I- LJ V / WJ.J F-- '0 c0 0 c �� M O 0 t N � N i °i 0 8 J C 0 ., 7 I V `2/ 21J drawing no. W99--04 (sheet 1 of 6 j ITEM PART P QUA.vTITY DESCRIPTION 6 — 6 - 063 - - - MATERIAL I T6 AANF. /SUPPLIER /REVARKS 1 I 2 CGI --373 4 FRAME IND.N_EX OR EQUIV. CGI -378 , 4 VENT (5/1 L . GLASS) 6063 -T5 INDALEX OR EQUIV. _ __ 2A 1 CGI -374 4 VENT (3/16' do 1/4" GLASS) 6063 -T6 INDALEX OR EQUIV. 26 I - 4 VENT (3/4' INSUL. GLASS) 6063 -T6 INDALEX CR EQUIV. 2C 1 CGI -385 4 VENT (7/16' LAM. GLASS) 6063-T6 INDALEX DR EQUIV. 3 CGI -375 4 GLAZING BEAD 6063 -T5 INDALEX OR EQUIV. 4 - 4 .060 THICK CORNER KEY ALUMINUM - 5 - 3 . 060 THICK CORNER KEY STEEL - 6 AP -425/ AS READ. FRAME WEATHERSTRIPPING -- SCHLEGEL APTUS 7 0200 X190 AS REQO. VENT WEATHERSTRIPPING - SCHLEGEL Q -LON 8 35 -10 -00 -101 2/ VENT 4 BAR HINGE. AT TOP AND BOTTOM STEEL TRUTH, ATTACHED W/ (6) 88 X 3/6' SS SMS - t - 9 124 13- 00 -20 ?. 2/ VENT FACE MOUNT LOCK STEEL TRUTH, ATTACHED W/ (2) IB X 3/8" SMS 10 - 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CGI, ATTACHED W/ (2) 110 X 3/8' SS SMS •10A 21087 2/ VENT LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL TRUTH, ATTACHED W/ (2) #10 X 3/8' SS SMS 11 - R-- CORNER FRAME AND VENT ASSEMBLY SCREW'S =Y - 110 X 1-1/4" SS SMS ALL FRAME AND VENT CORNERS TO EE SEALED WITH GE SILPRUF OR EQUIV. 2AMs CORNR 2.623 - - --- -.- 2.623- • FOR NON-IMPACT ' :OH.1DOWS 'with 3/15' ANN. CLASS ONLY 2 Sir CORNER KEY CORNER 'KEY .060 THICK ST. STEEL .062 YHtCK ALUMINUM 1.307 PRODUCT RENE W8t) Acxra N� I � -1°I-31(1 3 FX_� KN1 ATE Qr. z RG'txx r DNmOL UIV 2 Et 1tfNo CODS aYr.11'1.A ANCE OF "r 1Cg .768 .080 TYP. FRA 4 E GLAZING STOP 2.215 OCT 1 7 2001 1 875 VENT (5/16" LA41. GLASS) 1.875 1.875 1.875 mgr. DR. HUMAYOUN FAR STRUCTURES FlA. PE 16557 - 1.757 - -- -.090 TYP. s -r _j .72'3 =� -- 1.438 w- -1.222 — 1,757 .090 TYP. .720 1 - 1.438 -•-1.072 -+ VENT (3/16" t 1/4" GLASS) 1.757 --, .090 TYP. -- -1.757 720 -•-- -1.624 VENT (3/4" INSUL. GLASS) .090 TYP. .720 _ S z -- - - - - -_-1 1.438 L II. 1 .347 - VENT (7/16" LAM. GLASS) 1.433 C.4,.._ '._ 3 4 Th in c,, a J co P i:-1 cY a 1 r N �? , d N o cil 0 `� v 0 a z 41 0 v) c L) a: I` 0 QQI 0 d N. N R vi 8" J Z � M -:. ... -. C____ - 0 U 1Y- N co 0 X CD O Nr� rn U, ,C2) Z O 5 0 oO `-L 0 h r� 2 N 0 n r d - t - G , r ng no. W99-04 Csheet 2 of 6 - PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS T NO SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION GETAJLS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 AND 5 FOR INSTALIA110N DETAILS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WINDOW -. .. ..z- _tea.- .- .s.^«...m N!DTH DIMS. -. HEIGHT .e GLASS TYPE �.._.._ EXT. ( +) '2' ...z 1 NT. _ ( -) GLASS TY PE �..- �.d EXT. ( +) '3' 1 47 7:5- ) GLASS TYPE _ XT. E (-;•) '6' NT. ( -) W10111 - 48" HEIGHT EXT. ( +) I 1 NT. ( - EXT. ( +) 1 NT_ ( - -) EXT. ( +) 1 NT. ( 24" 110.0 111.2 110.0 167.0 110.0 210.0 24" 24" 110.0 167.0 110.0 167.0 110.0 210.0 30" 74.5 74.5 r 110.0 120.0 110.0 120.0 30" 110.0 167.0 110.0 167.0 110.0 210.0 36" 58.5 58.5 110.0 120.0 110.0 120.0 36" 110.0 145.5 110.0 167.0 110.0 210.0 42" 48" 50.5 54.2 7 50.5 106.4 106.4 110.0 120.0 42" 110.0 127.2 110.0 167.0 110.0 210.0 54.2 90.3 90.3 110.0 111.3 43" 54" 60" 66" 72" 78" 84" 110.0 111.2 110.0 167.0 110.0 210.0 98.0 103.8 110.0 167.0 110.0 197.8 54 " 24" 98.0 103.8 110.0 167.0 110.0 197.8 30" 36" 42" 66.0 66.0 110.0 120.0 110.0 120.0 85.8 95.4 110.0 120.0 110.0 120.0 52.0 52.0 110.0 115.1 110.0 120.0 73.4 73.4 110.0 120.0 110.0 120.0 45.2 45.2 92.6 92.6 110.0 113.1 56.1 56.1 102.8 102.8 102.8 102.8 60" 24" 30" 36" 85.8 95.4 110.0 120.0 110.0 120.0 43.8 43.3 30.3 80.3 80.3 80.3 J 59.8 59.8 1 10.0 120.0 1 10.0 120.0 34.9 110.0 �� 34.9 64.0 64.0 64.0 64,-0 46.6 46.6 102.7 102.7 110.0 118.7_ 120.0 30" 24" 30" 36" 42" 48" 54" 60" 66" 72" 110.0 167.0 110.0 210.0 66" 24" 30" 73.4 73.4 1 10.0 120.0 1 10.0 1 10.0 131.4 1 10.0 167.0 1 10.0 210.0 - 57.8 57.8 110.0 1 1 1.1 1 10.0 1 1 1.1 104.3 104.3 1 10.0 167.0 1 10.0 210.0 86.7 86.7 110.0 167.0 110.0 203.5 72 " 24" 30" 56.1 56.1 102.8 102.8 102.8 102.8 46.0 46.0 84.4 84.4 84.4 54.4 74.5 74.5 1 10.0 120.0 1 10.0 120.0 66.0 59.8 56.0 59.8 1 10.0 110.0 120.0 1 10.0 120.0 78" 84" 19 -1 /8" 24" 2 ' " 43.8 34.9 43.8 34.9 80.3 64.0 50.3 64.0 - 80.3 � 64.0 80.3 64.0 210.0 120.0 110.0 120.0 26" 38-3/3" / 50 -5/8" 63" 110.0 137.0 110.0 167.0 110.0 57.8 57.8 110.0 111.1 110.0 111.1 110.0 167.0 110.0 167.0 110.0 210.0 46.0 46.0 84.4 84.4 _84,4 84.4 110.0 144.5 110.0 167.0 110.0 210.0 36" 24" 30" 36" 42" 48" 54" 60" 110.0 145.5 110.0 167.0 110.0 210.0 96.7 104.2 110.0 167.0 110.0 191.1 104.3 104.3 110.0 167.0 110.0 210.0 26 -1/2" 26" 38 -3/8" 50 -5/8" 63" 110.0 167.0 110.0 167.0 110.0 210.0 82.5 82.5 110.0 16'7.0 110.0 197.8 110.0 114.2 110.0 167.0 110.0 210.0 67.7 67.7 110.0 120.0 110.0 120.0 88.1 88.1 110.0 120.0 110.0 120.0 58.5 58.5 110.0. 120.0 110.0 120.0 74.8 74.8 110.0 110.0 120.0 167.0 110.0 110.0 120.0 210.0 52.0 52.0 110.0 115.1 110.0 120.0 (k 37 " 26" 38 -3/8" 50 --5/8" 63" 110.0 123.0 46.5 46.6 102.7 102.7 110.0 118.7 73.4 73.4 110.0 120.0 110.0 120.0 _._.__ a ._ 333.' 30" 36" 42 45" 5,$ ____ >t 1127:2`, 110.0 167.0 110.0 210.0 54.2 54.2 110.0 117.7 110.0 120.0 86.7 86.7 110.0 167.0 110.0 203.5 42.8 42.8 93.1 93.1 110.0 110.0 67.7 67.7 110.0 120.0 110.0 120.0 53. -1 /8" 26" 38 -3/8" 86.4 86.4 110.0 120.0 110.0 120.0 57.2 57.2 110.0 120.0 110.0 120.0 49.8 49.8 106.0 106.0 110.0 120.0 50.5 50.5 106.4 106.4 110.0 120.0 113.1 _ 45.2 45.2 e 92.6 92.6 110.0 0 "� v - d - -1/3" / N. GLASS =_ K . .. n - 3/15 - ' ANN. CLASS .09` INT 'c;RLAYER S) LD era .090 iNl :RRLA' 2 SAf1_EX i Y 5/ 18" NOMINAL GLASS TYPE 1/8' ANN. G!,>S GE -1200 SILICONE 7/18" NOMINAL GLASS TYPE '3' 0. 3/15" ANN. CLASS GE -1200 e SILICONE "u - 3/16 HEAT STF.EN•D GIAS .090 INTERIAYER 7/18" NOMINAL GLASS TYPE '8' 3/15' HEAT STREN'D CLASS GE -1200 SILICONE - ur O O z C4 U d z V5 w 0: 1 RODUCT RENEWE a , E ngr. OR. HU6AA1'OUN fAR �� N STRUCTURES FLA. PE # 16557 & EP7A*ICE "1a OJ - !Q 1 ( . ;_1 4 , ,, : 0 > O y /� 31,4.... 9 IRATION DflE (JO v ° ..tea . � _� r - r G(Un' (iC� 1 / PRODU CON1RUL S∎0.,4 Is OCT 7 2001 I!ILllI;�G CODE COMILL, NCECSi'y1C w9 9_04 J ilea -3 Of i-) j PERFORMANCE VALUES OF IMPACT NO SHUTTERS REFER TO SHEETS 5 AND 5 RESIS'T'ANT WINDOWS REQUIRED FOR INSTALLATION DETAJLS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAJLS 111NDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. ( +) I 1NT. ( WIDTH I HEIGHT EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) 24" 24" 30" 110.0 210.0 110.0 210.0 48" 54 , 24' 110.0 120.0 110.0 I 210.0 30' 80.5 80.5 110.0 1 120.0 110.0 193.0 110.0 210.0 36" 42" 48' 24" 30" 36" 42" 63.1 63.1 110.0 120.0 35" 42" 43" 54" 60" 66" 72" 78" 84" 110.0 157.0 110.0 210.0 54.5 54.5 110.0 I ', 20.0 110.0 137.3 110.0 21 0.0 48.7 98.0 48.7 107.9 110.0 j 111.3 1 10.0 197.8 110.0 120.0 110.0 210.0 98.0 107.9 1 10.0 197.8 71.2 71.2 110.0 j 120.0 85.3 95.4 110.0 120.0 56.1 56.1 110.0 120.0 73.4 73.4 110.0 120.0 48.8 48.8 110.0 113.1 56.1 56.1 102.8 102.8 43.8 43.8 80.3 30.3 60" / - 24" 30" 36" 85.8 95.4 110.0 120.0 64.5 64.5 110.0 120.0 34.9 34.9 64.0 64.0 50.3 50.3 110.0 ' 118.7 120.0 30" 24" 30" 36" 42" 48" 54" 60" 55" 72" 110.0 193.0 110.0 210.0 110.0 141.8 110.0 210.0 56" 24" 30" 73.4 73.4 110.0 60.6 60.6 110.0 111.1 110.0 112.6 110.0 210.0 93.6 93.6 110.0 203.5 72" 24" 30' 56.1 56.1 102.8 I 102.8 46.0 46.0 84.4 84.4 80.5 80.5 110.0 120.0 71.2 71.2 110.0 120.0 78" 24" 43.8 43.8 80.3 80.3 ` 64.5 64.5 1 10.0 120.0 84" 19 -1/8" _. 244- _,.._- 26" 38 - -3/8" 50-5/8" 63" �34.9-�_0:_ 34.9 110.0 210.0 54.0 �.._ 110.0 54.0 __- 210.0 60.6 60.6 110.0 111.1 110.0 190.6 110.0 210.0 46.0 46.0 84.4 84.4 110.0 144.5 110.0 210.0 36" 24" 30" 36" 42" n, 6 " 54" 50" 110.0 157.0 110.0 210.0 96.7 104.2 110.0 191.1 110.0 112.6 110.0 210.0 89.0 89.0 110.0 197.8 26 -1/2. 26" 38 -3/8" 50 -5/3" 63" 110.0 199.9 110.0 210.0 110.0 1 23.3 110.0 210.0 73.1 73.1 110.0 120.0 95.1 95.1 110.0 120.0 63.1 63.1 • 110.0 120.0 74.9 77.9 110.0 120.0 56.1 56.1 110.0 120.0 50.3 50.3 110.0 118.7 26' 38 -3/8" 50 -5/8" 63' 110.0 132.7 110.0 I 210.0 79.2 79.2 110.0 i t 120.0 42" 24" 30" 35" 42" 48" 54" 110.0 137.3 110.0 210.0 37" 58.5 58.5 110.0 120.0 93.5 93.5 110.0 203.5 46.2 - 46.2 110.0 110.0 73.1 73.1 110.0 120.0 61.3 61.8 110.0 120.0 53 -1/8" 26" 38 -3/8" 93.2 93.2 110.0 120.0 53.7 53.7 110.0 120.0' 54.5 54.5 110.0 120.0 48.8 48.8 110.0 113.1 tl nniv. vv�» .090 INTERLAYER SAFI EX PV'3 1/8" ANN. GLASS 3/4" INSULATED GLASS TYPE '2A' E-1200 ILICONE 3/4" INSULATED GLASS TYPE '3A' PRODUCT IENEW'ED ACCE2TANC'E Na Q 17_1 9 ! , 0 3 X / LRATTC 1i DATE � � 2odJ. nopocr 1 rN'G C0043CO: PLIANN FF CE OCT 1 7 2001 Engr. DR. HUIJ,AYOUN FAR000 STRUCTURES F1A. PE } 16557 . E ) O E-°^ O C 0 U 0 < 0 - r L fir) Z - w -- C 0 C , U O � U..1 (/) IJJ O H i N J c0 ro CV w I Cr) 0 N C.) 0 J . c` C drove ng no. w99 -0 (sheet 3A of b� PERFORMANCE VALUES OF NON - IMPACT RESISTANT WINDOWS DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF NON-IMPACT RESISTANT WINDOW'S DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '4' GLASS TYPE '4A' GLASS TYPE '5' &'5A' WINDOW DIMS. CLASS TYPE '4' GLASS TYPE '4A' GLASS TYPE '5' &'5A' WIDTH HEIGHT EXT. ( +) 1NT. ( -) E. (4.) ^ 1 NT. ( -) EXT. ( +) 1NT. ( -) WIDTH HEIGHT EXT. ( +) 1 1NT. ( -) EXT. ( + ) 1 . ( -) EXT. ( +) 1NT. ( -) 24' 30" 36" 42" 48" 110.0 121.4. 110.0 121.4 110.0 210.0 24" 24" 30" 36" 42" 48" 54" 60" 66" 72" 78" 34" 110.0 167.0 110.0 210.0 110.0 210.0 48' 90.7 90.7 99.8 97.1 110.0 178.1 110.0 1 167.0 110.0 194.3 110.0 210.0 73.4 73.4 91.5 80.9 110.0 148.4 110.0 161.9 110.0 161.9 110.0 210.0 63.8 63.8 87.1 69.4 110.0 127.2 110.0 138.8 110.0 138.8 110.0 210.0 57.4 57.4 85.8 60.7 110.0 111.3 110.0 121.4 110.0 121.4 110.0 210.0 98.0 107.9 98.0 107.9 110.0 197.8 54 " • 24" 30" 36" 42" 98.0 107.9 98.0 107.9 110.0 197.8 80.2 80.2 84.4 86.3 110.0 158.3 85.8 95.4 85.8 95.4 110.0 174.9 64.6 64.5 76.2 71.9 110.0 131.9 73.4 73.4 73.4 73.4 110.0 134.6 57.3 57.3 71.3 61.7 110.0 113.1 56.1 56.1 56.1 56.1 102.8 102.8 43.8 43.8 43.8 43.8 80.3 80.3 60" - 24" 30" 36" 85.8 95.4 85.8 95.4 110.0 174.9 73.0 73.0 73.2 77.7 110.0 142.5 34.9 34.9 34.9 34.9 64.0 64.0 57.7 57.7 65.3 64.8 110.0 118.7 30" 24" 30" 36" 42" 4B" 54" 60" 66" 72" 110.0 167.0 110.0 194.3 110.0 210.0 110.0 155.4 110.0 155.4 110.0 210.0 66" 24" 30" 73.4 73.4 73.4 73.4 110.0 134.6 60.6 60,6 60.6 60.6 110.0 111.1 110.0 127.6 110.0 129.5 110.0 210.0 105.8 105.8 110.0 111.0 110.0 203.5 72 " 24" 30" 56.1 56.1 56.1 56.1 102.8 102.8 46.0 46.0 46.0 46.0 84.4 84.4 90.7 90.7 99.8 97.1 110.0 178.1 80.2 80.2 1 84.4 86.3 110.0 158.3 78" 24" 43.8 43.8 43.8 43.8 80.3 80.3 73.0 73.0 73.2 77.7 110.0 142.5 84" 24' 34.9 34.9 110.0 =� � 3 4.9 167.0 34.9 110.0 34.9 64.0 64.0 210.0 =, 60.6 60.6 60.6 60.6 110.0 111.1 19 -1/8" 26" 36 -3/8" 50 -5/8" 63" 210.0 110.0 110.0 167.0 110.0 190.6 110.0 210.0 46.0 46.0 46.0 46.0 84.4 84.4 110.0 144.5 110.0 144.5 110.0 210.0 36" 24" 30" 36" 42" 48" 54" 60" 110.0 161.9 110.0 161.9 110.0 210.0 96.7 104.2 96.7 104.2 110.0 191.1 110.0 127.6 110.0 129.5 110.0 210.0 100.6 100.6 110.0 107.9 110.0 197.8 26 -1/7" 26" 38 -3/8" 50 -5/8" 63" 110.0 167.0 110.0 203.0 110.0 210.0 110,0 137.5 1 10.0 137.5 1 10.0 210.0 83.9 83.9 1 10.0 92.5 110.0 169.6 73.4 73.4 91.5 • 80.9 110.0 148.4 99.7 104.3 99.7 104.3 110.0 191.1 64.6 64.6 76.2 71.9 110.0 131.9 74.9 77.9 74.9 77.9 110.0 142.8 57.7 57.7 65.3 64.8 110.0 118.7 37 " 26" 38 -3/8" 50 -5/8" 63" 110.0 145.4 110.0 145.4 110.0 210.0 42" 24" 30" 36" 42" 48" 54" 100.0 138.8 110.0 138.8 110.0 210.0 89.9 89.9 110.0 98.5 110.0 180.6 67.8 67.8 83.1 74.7 110.0 136.9 105.8 105.8 110.0 111.0 110.0 203.5 53.6 53.6 60.0 60.0 110.0 110.0 83.9 83.9 110.0 92.5 110.0 169.6 72.1 72.1 106.0 `- 79.3 110.0 145.4 e 53-1/8' 26" 38 -3/8" 94.7 101.3 94.7 101.3 110.0 185.6 62.6 62.6 75.9 68.6 110.0 125.8 63.8 63.8 87.1 69.4 110.0 127.2 57.3 57.3 71.3 61.7 110.0 113.1 1/4" 1: ".N. GLASS r 1/4" ANN. GLASS TYPE '4' GE -1000 SILICONE EXTRUDED GLA2`:Nu SEAR CAPTIONAL 3/16' ANN. GLASS ROLL FOR'N.ED GLAZING :EAD 3/16" 7Z VP. GLASS x - 3/16' ANN. GLASS -3/15" TEMP. GLASS -3/16' TEU,P. GLASS z x N N GE -1000 SILICONE 3/4" OVERALL INSUL. ANN. ALT. GLASS TYPE '4A' 3/16" TEMP. GLASS TYPE ' 5 ' 0E -1000 SILICONE GE -1000 SILICONE 3/4" OVERALL INSUL. TEMP. ALT. GLASS TYPE '5A' N 'fl '4 u I 0 ai -.1 N N i • o o c1 o - 0 ^ pp u pc "" O 0 Z Q'`' d c o © r' 52 4 vi 0 ,. d LJ . 0 r -∎ c ' U T v 2 w cc 1 01 Engrt DR. I.IAYOUN FIROOQ RODUCT `t,�'��E C cr �1 ST'tUCTURES HU I n 1 FLA PE j 16557 CCE?IA'eCE`In, 01 / 9 . 0 o l ' [RATOND 7'• 3 / f 2 = 6 0 no. OCT 1 7 2001 1 . 7 LlUf�`COU�YS�I� , LL1 r C l cice r drawin3 v 1 �il ��I 6 3/16' CR 1/4' TAPCON - SEALANT ar Z 0. a v 3 = 3 4 INSTALLATION TYPE ' t 1/4' DIA. TAPCDNS 1 -1/2' MIN. V OOD PENETRATION SEALANT 4 IN IALLATIQN TYPE_ '3' v 4 4 BUCK INSTALLATION BY OTHERS FOR ANCHOR PERFORMANCE VALUES SEE SHEET b 1YPI Q,l.__INSTTAL!VTIQ Q.FTAI QN ALL FOUR SIDES /USING WOOD TY PICAL INSTAL LATINall/ELL QN ALL FOUR SfDE5f USING WOOD SO MATZ_RAL: PRESSURE TREATED WOO Q BUCK TYPF_'3' M,ATFRIAL: Pfi_SSURE TREATED 3/16' DR TAPCON - - SEALANT 4 SEALANT l TAI L.ATIQ TYPE ' 1/4' DIA. TAPCONS 1 -1/2' MIN. VDOD PENETRATION WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM 70 THE BUILDING STRUCTURE. IYPICAL INSTALLATION D ETAI ON ALL FOUR SIDES/USING w000 IN TA_LLATIQN TYPE' '4' BUCK INSTALLATION BY OTHERS 7YPI CA�, �NSTAI,LA710N DETgl, ON ALL FOUR SIDES /USING WOQQ PRODUCT RENEWED EXI'MATION D Dc 3 L2Cr;b 4 X c4 PROLefr CX rROLDIVIS 5 COQCC 3 MATEZAL: PRESSURE TREATED WOAD SUCK TYPE '4' EARBLAI,: PRESSURE TREATED gr. OR. HUU.P.YOUN FAR004 STRUCTURES FLA. PE 1 16557 #10 SMS ATTACH TQ APPROVED _MULLION 0 z O —J U W O CO u 62 w to N Ia U v 0 U (n 0 z C (0 O ..) IL o5 V N : e 0 0I crt 5 0 cr. N J w 1- v a o J ro O N I N O � fl Crowing no. W09-04 C:h€et 5 of o ) PERFORMANCE VALUES FOR INSTALLATION NCL:ORS 1YPE 'A' 'B' REFER TO SHEET 3 FOR OF OR 'C' DETAILS WIND( 'NIDTH I DIMS. ANCHOR 'A' ANCHOR '13' ANCHOR 'C' HEIGHT 24" 24° 30" 36 42" 48" 54" 50" 66" 72" 78" 84" 210.0 210.0 210.0 210.0 210.0 210.0 198.0 210.0 210.0 158.4 189.6 210.0 198.0 210.0 210.0 169.7 203.1 210.0 148.5 177.3 209.3 176.0 210.0 210.0 158.4 189.6 210.0 144.0 172.4 202.9 165.0 197.5 210.0 30" 24" 30" 36" 42" 48" 54" 60" 66" 72" 210.0 210.0 210.0 210.0 210.0 210.0 158.4 189.6 210.0 126.7 151.7 178.6 158.4 189.6 210.0 135.8 162.5 191.3 118.3 142.2 167.4 140.8 168.5 198.4 126.7 151.7 178.6 36" 24" 30" 36" 42" 48" 54" 60" 198.0 210.0 210.0 158.4 189.6 210.0 132.0 158.0 186.0 105.6 126.4 148.8 132.0 158.0 186.0 1 13.1 135.4 159.4 99.0 1 18.5 139.5 42" s- - 24" 30" 36" 42" 48" 54" 158.4 189.6 210.0 126.7 151.7 178.6 105.6 126.4 148.8 90.5 108.3 127.5 113.1 135.4 159.4 97.0 116.1 136.7 r PERFORMANCE ANCHH'OR.S REFER � VALUES FOR INSTALLATION TYPE ' A' 'B' 10 SHEET 5 0,2 �� ~� ^ J ANCHOR 'A' OR 'C' ' GETALS ANCHOR '3' OF ANCHOR 'C' WINDOW e �� WIDTH DIMS. �- HEICRT - 48" 24" 30" 36" 42" 48" 198.0 210.0 210.0 158.4 189.6 210.0 132.0 158.0 186.0 1 13.1 135.4 159.4 99.0 1 18.5 139.5 54" 24" 30" 36" 42" 169.7 203.1 210.0 135.8 162.5 191.3 113.1 135.4 159.4 97.0 1 16.1 136.7 60" 24" 30" 36" 148.5 177.8 209.3 1 18.8 142.2 157.4 99.0 1 18.5 139.5 66" 24" 30" 176.0 210.0 210.0 140.8 168.5 198.4 72" 24" 30" 158.4 189.6 210.0 126.7 151.7 178.6 78" 24" 144.0 172.4 202.9 84" _ 24" 165.0 197.5 210.0 19 -1/8" 26 -1/2" 26 " 37" / 53-1/8" 210.0 210.0 210.0 210.0 210.0 210.0 175.5 210.0 210.0 160.0 191.5 210.0 19 -1/8" 26-1/2" 38-3/8" 37" 53-1/8" 210.0 210.0 210.0 163.2 195.3 210.0 116.9 139.9 164.7 108.4 129.8 152.7 19 -1/8" 26-1/2" 50 -5/8" 37" 210.0 210.0 210.0 167.1 200.1 210.0 1 19.7 143.3 168.7 19 -1/8" 25-1/2" 63" 37" 175.4 209.9 210.0 126.6 151.5 178.4 90.7 108.5 127.7 19 -1/8" 74-1/4" 26 - -1/2" 191.6 210.0 210.0 138.3 - 165.5 194.8 PRODUCT RENEWED ACCEZ1AFCENo._ YRO DO C:1 D vl LL'IL.L)HNG CODS CO.. fYLiA Of FACE • _ - ��-." .- . . < - -. -- -- � � � s+c.c. AN GkLQ-E5 AT 6" FROM CORNERS AND 17 0.0. MAX. SPACING. TYPE 'A'= 1/16° TALQ2L5 THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. MASONRY EMBED X16" DRIt Ir (TEK s..Q INTO METAL STRUCTURES TYPE `B' _ N- INTO 2BY BUCKS OR WOOD STRUCTURES 1 - -1/2" MIN. WOOD EMBEDMENT TYPE `C'= 1/4" TAPCONS THRU 18Y WOOD BUCKS INTO MASONRY OR DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. MASONRY EMBED t 0 S M INTO DADE COUNTY APPROVED MULLIONS 14 SMS INTO METAL STRUCTURES TAPCONS AS MANUFACTURED BY ELCO. Engc DR. HUWAYOUN FAR000 STRUCTURES FLA. PE 16557 OCT 1 7 2001 e. 0 0 `L 0 co co 0 o. c3 I 0 0 d z. Lil (/) F cD 0 N ,.� � p ( 0 I o, 0 Q c a.) c 0 "t5 ^0 o 0 rn c < J L. L 1 Y N 1 0 o _ '5 C ) drag no.--) W 99 -"04 Csheet 6 of 6D MIAMI.OADE ft PRODUCT CONTROL NOTICE OF ACCEPTANCE Construction Glass Industries Corporation 7840 N.W. 62nd Street vIiarni ,FL 33166 Your application for Notice of Acceptance (NOA) of: Serte _ A luminum C: sernenf..Window under Chapter 8 of the Code of Miami -Dade County governin: the use of Alternate Materials and Types of Construction, and completely described herein. has been recommended for acceptance by the M'ami -)ade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.041=i002.03 EXPIRES: 10/31/2006 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITION'S BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 11/21 /2001 `. \s0 \\:emplaces \nonce acceptance cover page.dot Internet mail address: postmaster 'buiidingcodeonline.com N11AN11 -DADE COUNTY, FLORIDA \'1ETRO -DA.DE FLAGLER BUILDING BUILDING CODE COIPLI:\N'CE OFFICE METRO - DARE F L:\GLER BUILDING 140 WEST FL:\GLER STREET. SUITE ;603 `I!A,vIt. FLORIDA 33 130 -1 563 (305) 375 -290t FAX (305) 375 -2903 COY'1 'C•rOR LIC>•:N'SI\'(; SECTION (305) 375.2527 FAX (305) 375 -2553 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2903 I'RODL'CT CO.NTRO1. DIVISION (305) 375.2902 FAX (305) 372.6339 Raul Rodriguez Chief Product Control Division 71,„„,,„ Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : //www.buildingcodeonline.corn 2. Construction Glass Ind. Core• 1. SCOPE 1.1 This revises & renews Noticc of Acceptance: (NOA) No. 99 0329.01, which was issued on November 13, 1999. It approves an aluminum casement window, as described in Section 2 of this NOA, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for NIiami- Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Desiun Pressure Ratinu values indicated in the approved drawings, PRODUCT DESCRIPTION The Series "233" Aluminum Casement Window — :Nun- Impact & Impact Resistant and its components shall be constructed in strict compliance with the following document: Drawing No W98 - 100, Sheets 1 through 6 of 6, titled "Series - 23S Aluminum Casement Window," prepared by Al Farcoq Car:oration, dated 12/04/95 and revised on 9/27;01, bearing the Miami -Dade County Product Control approval stamp with the NOA number and approval date by the Miami -Dade County Product Control Division. This document shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Window Size, sec Comparative Analysis Tables in approved drawings. 4. INSTALLATION 4.1 The aluminum casement window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application For building permit shall be accompanied by copies oldie following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 oFthis Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this - system ACCEPTANCE No.: 01 1002.03 APPROVED: November 22, 2001 EXPIRES: October 31, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS / Raul Rodriguez, thief Product Control Division Construction Glass Ind. Corp. 9. This Notice. of Acceptance consists of pages 1. 2 and this last page 3. END OF THIS ACCEPTANCE 3 ACCEPTANCE No.: 01- 1002.03 NOTICE OF ACCEPTANCE: STANDARD CONDITION'S APPROVED: November 22, 2001 EXPIRES: October 31, 2006 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled and the original submitted documentation, including test supporting, data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeler: with the manufacturer's name, city, state, and the tollowin�, statement: "Miami -Dade County Prccl„ct Control Approved". or as specificall, stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building, Code affecting the evacuation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product: d) The engineer who originally prepared, signed and scaled the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this .\cceptance, unless prior written approval has been requested (throu�,h the of a revision application with appropriate fee) and `,ranted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: .1) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales. advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in ad\ertisin�, literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, wlhere it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engincer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. / Raul Rodriguez, Chief Product Control Division 1' 3TFP 1 _STEP 2 STEP 3 SNUB3ER r AT IMPACT WINDOVS ONLY VENT `dIDTH WINDOW WIDTH EXTERIOR INSTRUCTIONS FOR USING THESE CHARTS: GENERAL WINDOW SECTIONS • DETERMINE THE REQUIRED DESIGN PRESSURES FOR A GIVEN 'VINDCW. OBTAIN CAPACITY OF WINDOW /GLASS TYPE FROM APPROPRIATE CHARTS. A) SHEET 3 & .3A FOR IMPACT RESISTANT, 3) SHEET 4 FOR NON- IMPACT RESISTANT. SELECT INSTALLATION (ANCHOR) TYPE FROM DETAILS ON SHEET 5 AND CHART ON SHEET 6. THE VALUES OBTAINED FOR WINDOW AND ANCHORS MUST MEET CR EXCEED THE REQUIRED PRESSURES. : �� FOR GLASS TYPES, REFER TO SHEETS 3, 3A AND 4. 24. MAX. TYP. AT SHORTER SIDES WINDOW WIDTH IrNT D rr Irv 2 D.L. OPG. 7' MAX. .7l II / t II II -z' - - / 11 7. II II II 1 . II II I I I I TYPICAL L,EVATIQN SEP 2 8 2001 FOR MULLION /MULTIPLE UNITS, REFER TO SEPARATE C01 MULLION N.O.A. NOTES] 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FCR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHAALL BE BEYOND WALL DRESSING OR STUCCO. BY !r AT 6' MAX. TYP. HEAD /SILL CORNERS I r N 0 SURFACE APPLIED FALSE MUNTINS CPTICNAL Engr. OR. HUMAYOUN FAROCa APPROVED AS COMPLYING WITH Di STRUCTURES 50UTN fIORIDA BUILDING CODE FLA_ PE j 16557 DATE, ov• } r 2z, 119 RODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 0 ( — (002 , 03 z 0 U 0 0 0 C _ Z CJ� I z W 0 u. 3 � p M z 0 w CV -- : sheet 1 of 6fl ITEM I PART 3 I QUANTITY 1 DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS i 1 C3i -373 1 4 1 RAAME 16063 -T5 INDALEX CR EQUIV. 2 1 CGI -373 1 4 1 VENT (5/16' LAM. GLASS) 16063 -76 INDALEX OR EQUIV, 2A C5I -374 1 4 VENT (3/16' I. 1/4' GLASS) 16O63 -T6 INDALEX CR EQUIV. 2 3 - 1 4 VENT (3/4' INSUL. GLASS) 1 6063-T6 INDALEX OR EQUIV, 2C CGI -395 4 VENT (7/16' LAM. GLASS) 16063-T6 INDALEX OR EQUIV. 3 CGi -375 1 4 GLAZING BEAD 1 6063 -T5 INDALEX CR EQUIV. 4 - I 4 .060 THICK CORNER KEY (ALUMINUM - 5 - 8 .060 THICK CCRNER KEY ST. STEEL - 6 AP- 425 -{' AS READ, FRAME VEATHEE,RSTRIPPING - SCHLEGEL A ?TUS 7 D200 X190 AS READ. VENT VEATHERSTRIPPING - SCHLEGEL Q -LON 3 35 -10 -00 -101 12/ VENT 4 BAR HINGE, AT TCP AND BOTTOM STEEL TRUTH, ATTACHED `d/ (6) #8 X 3/8' SS SMS 9 24 -13 -00 -202 2/ VENT FACE MOUNT LOCK STEEL TRUTH, ATTACHED V/ (2) !t8 X 3/8' SMS 10 - 2/ VENT ,110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CGI, ATTACHED V/ (2) #10 X 3/8' SS SMS 10A 21087 2/ VENT LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL TRUTH, ATTACHED V/ (2) $10 X 3/8' SS SMS 11 23 -2C -00 -1011 1 OPERATOR HANDLE STEEL TRUTH, ATTACHED V/ (2) x8 X 3/8' SS S4S :2 30175 r 1 CPERATCR TRACK STEEL 1 TRUTH, ATTACHED V/ (2) *9 X 3/8' SS SMS :3 - 12/ CORNER FRAME AND VENT 'ASSEMBLY SORE`.'S - #10 X 1 -1/4' SS SMS ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EOUN. FRAME CORNER 2.625 2.625 � I ,625 X FOR NON- IMPACT VONDCWS VITH 3/16' ANN. GLASS ONLY CORNER KEY CORNER KEY .060 THICK ST. STEEL .052 THICK ALUYINt .4 E 5/8' 2.075 -.y .768 1.000 1.307 =3 ,.__J _�` t .383 2.215 .080 TYP. --- -- C FRAY - .754 - .617 J GLAZING STOP .830 S P g 2001 1.375 1.875 1.875 B 1.757 - -� 7 . 090 TY?. VENT (5/15" LAM. GLASS) - L, .390 TYP. .072 1.757 1757 -1.624 --- -1,757 -- L.,090 TYP. 1 - -1.347 I T .720 -- 1.438 720 1 VENT (3/15" & 1/4" GLASS) :.090 TYP. 1.875 " ,720 ! S -1--=--=- 7-) - VENT (3/4" INSUL. GLASS) .720 VENT (7/15" LAM. GLASS) 1.438 1.438 1.438 E,rgr.. DR. r40.4.AYCUN AR000 STRUCTURES APPROtED AS COMPLYl!(6 WIN THE �-� PE 11 16557 SOUTH FLORIDA BUIIDINS CODE DATEItr Z-4 RODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFf!CE ACCEPTANCE 10, 0/- fOov_0 � z_ J - \ �r U 0 0 -J z I N 0l 0 1 7 J L 7 , 0 , drawing no. W98 --100 Csneet 2 c 6� PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 AND 5 FOR INSTALLATION DETAILS 'rYINDOW DIMS. GLASS TYPE '2' i GLASS TYPE '3' GLASS TYPE '6' WIDTH HEIGHT EXT. (4-) I 1NT. ( -) EXT. (+) 1 NT. ( -) EXT. (+) I NT. ( -) 20" 24" 28" 30' 32" 36" 40" 42" 36" 110.0 1 167.0 110.0 167.0 110.0 210.0 110.0 145.5 110.0 167.0 110.0 j 210.0 110.0 113.9 110.0 j 167.0 110.0 210.0 104.3 104.3 110.0 1 167.0 110.0 210.0 95.8 95.8 110.0 167.0 110.0 210.0 82.5 82.5 110.0 167.0 110.0 210.0 72.2 72.2 110.0 120.0 110.0 120.0 67.7 67.7 110.0 120.0 110.0 120.0 20" 24" 28" 3.0" 32" 36" 40" 42" 42" 110.0 154.4 110.0 167.0 110.0 210.0 110.0 127.2 110.0 167.0 110.0 210.0 95.6 95.8 110.0 167.0 110.0 2100' 86.7 • 86.7 110.0 167.0 110.0 210.0 79.3 79.3 110.0 120.0 110.0 _ 120.0 67.7 67.7 110.0 120.0 110.0 120.0 60.2 60.2 110.0 120.0 110.0 120.0 57.2 57.2 110.0 120.0 110.0 120.0 20" 24" 28" 30" 32" 36" 40" 42" 48" 110.0 130.0 110.0 167.0 110.0 210.0 110.0 1 1 1.2 110.0 167.0 110.0 1 210.0 82.9 82.9 110.0 120.0 110.0 120.0 74.5 74.5 110.0 120.0 110.0 120.0 67.8 67.3 110.0 120.0 110.0 120.0 58.5 58.5 110.0 120.0 110.0 120.0 52.9 52.9 110.0 113.4 110.0 120.0 50.5 50.5 106.4 106.4 110.0 120.0 20" 24" 28" 30" 32" 36" 40" 42" 54 " 110.0 112.3 110.0 167.0 110.0 210.0 98.0 96.0 1.10.0 167.0 110.0 191.1 73.9 73.9 110.0 120.0 110.0 120.0 66.0 66.0 110.0 120.0 110.0 120.0 59.5 59.5 110.0 120.0 110.0 120.0 52.0 52.0 110.0 115.1 110.0 120.0 47.3 47.3 98.6 98.6 110.0 120.0 45.2 45.2 92.6 92.6 1 10.0 120.0 Z. -1/8" ANN. GI�SS .090 INTERLAYER SAFLE PV13 5/16" NOMINAL GLASS TYPE '2' 1/8" ANN. GLASS GE -1200 SILICONE - -3/16" ANN. GLASS \ .090 INTERLAYER SAF "EX r J� \ 3/15" ANN. CLASS ■ rJ 7/16" NOMINAL GLASS TYPE '3' GE -1200 SILICGNE i 1 N -J 3/16" HEAT STREN'D GLASS - .090 INTERLAYER ` SAFL. PV3 3/15" HEAT STREN'D CLASS 1 f / 7/16" NOMINAL GLASS TYPE '6' WINDOW DIMS. WIDTH HEIGHT EXT. ( +) INT. ( -) EXT. ( -- ) 20" 24" 23" 30" 32" 36" 20" 24" 28" 30" 32" 20" 24" 28" 30" 32" 20" 24 " 28" 20" 24" 19-1/8" 26 -1/2" 37" PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 ANC 6 FOR iNSTALLAT1ON DETAILS 60" 72" 84" 26" 19 -1/8" 25 -1/2" 38 -3/8" 19 -1/8" 26 -1 '3 19 -1/8" 26 -1/2" 37" 63" GE -1200 SILICONE 66" 1 64.2 GLASS TYPE '2' GLASS TYPE '3' 98.8 I 98.3 110.0 35.3 1 85.8 66.9 66.9 1 10.0 59.8 59.3 110.0 54.0 54.0 110.0 46.6 I 46.6 102.7 86.7 1 86.7 110.0 167.0 I 110.0 169.0 73.4 57.8 49.6 66.4 56.1 48.9 46.0 43.6 52.0 78" 43.8 38.1 41.5 34.9 34.9 110.0 110.0 110.0 110.0 1 10.0 73.4 110.0 88.1 54.2 96.7 74.3 73.4 64.2 48.9 46.0 43.6 52.0 43.3 38.1 41.5 73.4 125.8 83.1 54.2 95.7 74.8 42.3 42.3 110.0 110.0 110.0 120.0 1 110.0 57.3 1 10.0 1 18.2 1 10.0 49.6 1 10.0 1 12.2 1 10.0 65.4 1 10.0 120.0 110.0 56.1 109.3 109.3 109.3 95.3 89.3 85.0 101.3 85.4 74.3 80.8 167.0 167.0 110.0 123.0 110.0 167.0 110.0 114.2 110.0 58.0 68.0 110.0 167.0 110.0 100.0 110.0 MU_ talL4 1NT. ( -) 167.0 93.1 93.1 120.0 110.0 120.0 110.0 120.0 110.0 120.0 102.7 120.0 I 1 10.0 120.0 95.3 1 95.3 89.8 I 89.8 85.0 101.3 85.4 74.3 80.8 167.0 167.0 167.0 167.0 120.0 167.0 120.0 GLASS TYPE '6' EXT. ( +) 1NT. ( -) 110.0 192.6 120.0 110.0 120.0 110.0 120.0 35.0 101.3 85.4 74.3 74.3 80.8 80.8 68.0 68.0 110.0 110.0 110.0 110.0 110.0 1 10.0 110.0 157.0 110.0 120.0 110.0 1 10.0 120.0 120.0 120.0 118.2 112.2 120.0 1C9.3 95.3 89.8 85.0 101.3 85.4 210.0 210.0 210.0 210.0 210.0 110.0 120.0 110.0 210.0 120.0 110.0 120.0 110.0 183.5 120.0 117.0 19 -1/8" 63.0 63.0 .110.0 120.0 110.0 120.0 74 -1/4" 26_1/2" 46.6 _ 46.6 .___ 90.9 90_9 , -90.9 -." Engr: C. HU1I,AYOUN FAROCQ STRUCTURES FLA. PE f 16557 SEP 2 8 2001 APPROVED AS COMPLIIN5 WITH THE SOUTH FLORIDA BUILDING CODE DATE L-_ ZZ Zo PRODUC CONTROL DI11510. BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE 40. OI- 1 .03 z 0 0 0 U 0 0 z 0 Th J C._ ( drawing no. W98- -1 CO (5heet 3 of 6 j PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAJLS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' 'NIDTH HE!GHT EXT. ( +) 1NT. ( -). ( +) 1N'i. ( -) 20" 24" 23" 30" 32" 36" 40" 42" 36" 110.0 190.0 110.0 210.0 110.0 161.9 110.0 210.0 110.0 129.8 110.0 210.0 110.0 118.9 110.0 210.0 . 109.2 109.2 110.0 210.0 94.0 94.0 110.0 210.0 82.3 82.3 110.0 120.0 77.2 77.2 110.0 120.0 20" 24" 28" 30" 32" 36" 40" 42" 42" 110.0 154.4 110.0 210.0 110.0 137.2 110.0 210.0 109.3 109.3 1 10.0 21 ;.0' 98.8 98.8 110.0 210.0 90.5 90.5 110.0 120.0 77.2 77.2 110.0 120.0 68.7 68.7 110.0 120.0 65.2 65.2 110.0 120.0 20" 24" 28" 30" 32" 36" 40" 42" 48" 110.0 1 30.0 110.0 210.0 1 10.0 1 14.3 1 10.0 210.0 94.5 94.5 110.0 120.0 85.0 85.0 110.0 120.0 77.3 77.3 110.0 120.0 66.7 66.7 110.0 120.0 60.4 60.4 110.0 120.0 57.5 57.5 110.0 120.0 20" 24" 28" 30" 32" 36" 40" 42" 54" _ 110.0 112.3 110.0 210.0 98.0 98.0 110.0 191.1 84.2 84.2 110.0 120.0 75.2 75.2 110.0 120.0 67,9 67.9 110.0 120.0 59.3 59.3 110.0 120.0 54.0 54.0 110.0 120.0 51.6 51.5 110.0 120.0 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 AND 5 FOR INSTALLAT,ON DETAILS -WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' NIDTH HEIGHT EXT. ( +) I 1 NT. ( -) EXT. ( +) 1 NT ( - 20" 24" 28" 30" 32" 36" 00" 98.8 I 98.8 1 10.0 192.6 85.8 85.8 110.0 120.0 76.3 76.3 110.0 120.0 68.1 68.1 110.0 120.0 61.5 51.E 110.0 1 120.0 53.2 53.2 110.0 120.0 20" 24" 28" 30" 32" 66" 86.7 86. 110.0 169.0 73.4 73.4 110.0 120.0 64.2 64.2 110.0 120.0 60.6 60.5 110.0 118.2 56.6 56.5 110.0 112.2 20" 24" 28" 30" 32" 72" 56.4 66.4 110.0 120.0 56.1 56.1 109.3 109.3 48.9 48.9 95.3 95.3 46.0 46.0 89.8 89.8 43.6 43,6 85.0 85.0 20" 24" 28" • 73" 52.0 52.0 101.3 101.3 43.8 43.8 85.4 85.4 38.1 38.1 74.3 74.3 20" 24" 84 " 41.5 41.5 80.8 80.8 34.9 34.9 68.0 68.0 19-1/8" 26 -1/2" 37" 26" 110.0 190.0 110.0 210.0 110.0 190.0 110.0 210.0 110.0 140.2 110.0 210.0 19 -1/8" 26 7 37" 33 -3/8" 110.0 179.3 110.0 210.0 110.0 130.2 110.0 210.0 83.7 83.7 110.0 120.0 19 -1/8" 26 -1/2" 37" 50 -5/8" 110.0 125.8 110.0 210.0 99.7 99.7 110.0 120.0 61.8 61.8 110.0 120.0 19 -1/8" 26-1/2" 37" 63" 96.7 96.7 110.0 183.5 74.9 74.9 1 10.0 120.0 48.8 48.8 110.0 117.0 19 -1/8" 26 . 1 /? 74 -1/4" 63.0 63.0 110.0 120.0 - 46.6 -v tly 46.6 90.9 90.9 1/3" TE`AP. GLASS 1/8" ANN. CL =SS .090 !NTERLAYER SAFLEX PV3 3/4" INSULATED GLASS TYPE '2A' 1/8" ANN. GLASS E -1200 iLICCNE -1/3" ---1 / 3" T=:.I P. C LAS S 1/3* TEMP. CUSS .090 INTERLAYER ` SAFLEX PV6 -1/8" TE?.IP. CUSS 1' 3/4" INSULATED GLASS TYPE '3A' CE -1200 SILICONE Engr. DR. HLk"XCL'N FAR000 STRUCTURES FtA PE j 16557 SEP 2 8 2001 APPROVE) AS COMPLYING i1'1TTt THE SOUTH FLORIDA BUILDING CODE DATE 1 UQY(,/ 1 ■S C r ll 21 14°119 BY PRO UCT CONTROL DIVISION J rt BUILDING CODE COMPLIANCE Ofritc ACCEPTANCE NO. 01- 1° . 0 L 0 0 0 8 0 0 O V L drawing no. W98-- 100_ sheet 3A of 63 EXTRUDED GLAZING BEAD .- OPTIONAL 'NIDTH 20" 24 " 28" 30" 32" 36" 40" 42" -1/4" ANN. GLASS r r e J ` \ Ir J �l 20" 24" 28" 30" 32" 36" 40" 42" 20" 24" 28" 30" 32" 36" 40" 42 " 1/4" NOMINAL GLASS TYPE PERFORMANCE VALUES OF NON - IMPACT RESISTANT WINDOWS DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '4' GLASS TYPE '4A' HEIGHT EXT. ( +) 1 NT. ( -) I EXT. ( +) 1 1 NT. ( -) 167.0 110.0 190.0 36" 42 " 48" 20" 24 " 28" 30" 54" 32" 36 40" 42" GE z SILICONE N J .0 110.0 110.0 110.0 W 161.9 138.8 110.0 127.5 110.0 117.4 100.6 100.6 88.6 88.6 83.9 110.0 110.0 96.5 83.9 75.5 72.1 110.0 110.0 100.2 90.7 83.9 154.4 137.2 110.0 L117.0 105.8 105.8 96.5 83.9 75.5 100.2 90.7 83.3 83.3 73.4 73.4 98.0 98.0 88.2 • 68.2 80.2 80.2 73.8 73.8 64.6 64.6 59.5 59.5 57.3 1 57.3 3/15" ANN. GLASS -3/16" ANN. G!1SS 3/4" OVERALL INSUL. ANN. ALT. GLASS TYPE 4A' 110.0 161.9 110.0 138.3 110.0 129.5 110.0 1 121.4 110.0 107.9 110.0 I 97.1 110.0 I 92.5 110.0 154.4 1 10.0 I 137.2 11 0.0 110.0 111.0 110.0 104.1 110.0 92.5 109.4 83.3 72.1 106.0 1 79.3 110.0 154.6 130.0 1 10.0 130.0 1 10.0 210.0 114.3 110.0 1 1 4.3 110.0 I 210.0 103.8 103.3 99.3 97.1 96.5 91.3 80.9 66.6 66.6 88.2 72.3 63.8 53.3 87.1 69.4 110.0 112.3 110.0 112.3 98.0 84.4 72.6 71.3 GE-1000 , SIL :CONE 1 18.9 91.1 98.0 88.2 88.2 34.4 31.2 80.9 76.2 71.9 ■ GLASS TYPE '5' & EXT. ( +) 1N7. ( -) 110.0 210.0 64.3 110.0 51.7 110.0 110.0 210.0 110.0 210.0 110.0 210.0 110.0 210.0 1 10.0 210.0 110.0 189.4 110.0 180.4 110.0 210.0 110.0 210.0 110.0 210.0 110.0 210.0 110.0 202.9 110.0 180.4 110.0 162.3 110.0 202.4 110.0 189.4 110.0 177.6 110.0 157.8 1 10.0 110.0 110.0 1 10.0 110.0 110.0 110.0 1 10.0 DROLL E• GLAZING 3EAD ,--3/15" TEMP. GLASS 3/16" NOMINAL GLASS TYPE ' 5 ' 142.0 135.3 210.0 191.1 172.0 164.7 157.8 140.3 126.3 120.3 N1DTH HEIGHT 20" 24" 23" 30" 32" 36" 20" 24" 28" 30" 32" 20" 24" 28" 30" 32" 20" 24" 28" 20" 24" 19-1/8" 26 -1/2" 37" 19 -1/8" 26 -1/2" I . 37" 19 -1/8" 26 -1/2" 37' 19 -1/8" 26 -1/2" 37" 19 -1/8 25 -1/2" GE -1000 SILICONE 60" 66" 72" 73" 84" 38 -3/8" 50 -5/3 63" 74 -1/4" 3/4" OVERALL INSUL. TEMP. ALT. GLASS TYPE '5A' PERFORMANCE VALUES OF NON - IMPACT RESISTANT WINDOWS DACE COUNTY APPROVED 'IMPACT RESISTANT SHUTTERS REQUIRED REFER TO SHEETS 5 AND 5 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS 'TYPE '471 GLASS TYPE '4A' GGLASS TYPE 1 5' & '5 EXT. ( +) 1 NT. ( -) E. ( +) I 1 NT. (-) I EXT. ( +) I 1 NT. 98.3 85.3 76.7 73.0 66.2 \ 3/15" TEMP. GLASS 57.7 I 37.7 86.7 I %,6.7 73.4 ! 73.4 64.2 ! 64.2 60.5 ! F03 57.5 I 57.5 56.4 66.4 56.1 55.1 48.9 I 43.9 46.0 I 45.0 43.6 43.6 52.0 110.0 26" 110.0 1 10.0 110.0 93.3 52.0 43.3 I 43.8 43.8. i 43.8 38.1 38.1 41.5 34.9 3/15' TEMP. GLASS 85.3 85.8 76.7 76.7 73.0' 73.2 56.2. 70.2 41.5 34.9 167.0 167.0 145.4 167.0 110.0 137.5 89.9 g 3 110.0 125.3 99.7 99.7 67.8 1 67.3 96.7 I 96.7 74.9 I 74.9 53.6 1 53.6 GE-1000 SILICONE 98.8 93.3 65.3 86.7 86.7 73.4 73.4 64.2 64.2 60.5 60.5 57.5 57.5 110.0 1 1 2. 66.4 66.4 110.0 129.4 56.1 48.9 43.9 46.0 46.0 43.6 52.0 52.0 38.1 I 38.1 41 .5 34.9 1 10.0 110.0 110.0 110.0 1 10.0 1 10.0 1 10.0 99.7 83.1 96.7 74.9 60.0 63.0 I 63.0 . 63.0 46.5 1 45.6 46.6 35.8 1 110.0 167.2 76.7 110.0 149.6 73.2 I 1 10.0 142.7 70.2 54.8 56.1 l 43.6 41.5 34.9 210.0 203.0 1 45.4 179.3 137.5 98.5 125.3 99.7 74.7 96.7 74.9 60.0 110.0 ' 192.6 110.0 I 136.3 ( -) 110.0 I 126.3 110.0 169.0 110.0 1 143.2 110.0 1 125.2 110.0 I 118.2 109.3 109.3 95.3 95.3 89.8 89.8 85.0 85.0 101.3 101.3 85.4 85.4 74.3 74.3 80.3 1 80.8 68.0 I 68.0 110.0 210.0 110.0 1 210.0 110.0 I 210.0 110.0 1 210.0 110.0 210.0 110.0 192.1 110.0 210.0 110.0 I 194.5 110.0 ! 145.5 110.0 I 188.5 110.0 1 146.1 110.0 1 1 1 7.0 63.0 110.0 1 122.9 46.8 I 90.9 I 90.9 Engr: OR. 'HUYAYQUN FAPOOQ STRUCTURES FLA. PE # 15557 X9_( 7- �( APPROVED AS COb4P1YIN6 WITH THE SOUTH FLORIDA BUILDIIiG CODE DATE (upfa r Z ,2.44)I 19 i9 RODU COSTROI DiYiS 6UILDIM6 CODE COMPL1AXCE 4 ACCEPTAXCE 10. 01- to OL • {)' 0 ' A I cv I �I o' $ a I ° ' a I drawing no. W98- -100 lsneet 4 PRODUCT CONTROL NOTICE OF ACCEPTANCE Construction Glass Industries Corporation 7340 N.W. 62nd Street Miami ,FL 33166 The expense of such testing will be incurred by the manufacturer. ACCEPTANCI M n EXPIRES: 09/30/2006 APPROVED: 10/25/2001 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITL 1603 MI. \III, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2903 C,nNTRACrOR LICENSING sF:crioN (305) 375 -2527 FAX (305) 375 -2553 CONTRACTOR ENFORCEMENT 1 IVISION (305) 375 - 2966 FAX (305) 375 -2903 PRODUCT CONTROL ROL DIVISION (305) 375 -2902 PAX (305) 372 - 633 Your application for Notice of Acceptance (NOA) of: 1(It€ 3 airl Firerl lye , aalkliD PASkiiir0 pact Res IsMilt, under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami-Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE �Cc PRODUCT REVIEW COiMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office \ Is045000 \pc2000Psemplateslnouce acceptance cover pagedoc Internet mail address: postmasterVbuildingcodeonline .com Homepage: http :Jlwww.buildingcodeonline.com 9 Construction Glass Industries Corp. EXPIRES : September 30, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises and renews the Notice of Acceptance No. 00- 0310.01, which was issued on August 24, 2000. It approves an aluminum fixed window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 238 Aluminum Fixed Window — Non- Impact and Impact Resistant and its components shall be constructed in strict compliance \vith the following documents: Drawing No W99 -10, titled "Series -238 Aluminum Fixed Window" Sheets 1, 2, 3, 3A, 4, 5 and 6 of 6 dated 02/19/99, with revision C dated 10/04/01, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Window Size, see Comparative Analysis Tables for non - impact and impact resistant windows in separate sheets of approved drawings. 4. INSTALLATION 4.1 The aluminum fixed window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Man ACCEPTANCE No.: 01- 0918.01 APPROVED : OCT 2 5 2001 ez, P.E. Product Prod - ontrol Division 1 Examiner Construction Glass Industries Corp. 3 ACCEPTANCE No.: 01- 0918.01 APPROVED : OCT 2 5 EXPIRES : September 30, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product;. d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any ether purpose. 6. The Notice of Acceptance number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE x Man 1 Pe ez, P.E. Product Co Prod Control Division aminer 1' 0 Z 0 ® ® VENT `WIDTH VINDOV WIDTH EXTERIOR D.L. OPG. 0 GENERAL. WINDOW SECTIONS d 0 O J INSTRUCTIONS FOR USING THESE CHARTS: STEP 1 DETERMINE THE REQUIRED DESIGN PRESSURES FOR A GIVEN WINDOW. STP OBTAIN CAPACITY OF WINDOW /GLASS TYPE FROM APPROPRL4TE CHARTS. A) SHEETS 3 & 3A FOR IMPACT RESISTANT. 3) SHEET 4 FOR NON— IMPACT RESISTANT. 3_112 .3 SELECT INSTALLATION (ANCHOR) TYPE FROM DETAILS ON SHEET 5 ANO CHART ON SHEET 6. THE VALUES OBTAINED FOR WINDOW AND ANCHORS MUST MEET OR EXCEED THE REQUIRED PRESSURES. n FOR GLASS TYPES REFER TO SHEETS 3, 3A & -4. AT EACH END AND 18' O.C. ON SHORTER SIDES 20' O.C. ON LONGER SIDES FOR MULLION /MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.O.A. En9t DR. HUIMYOUN FAROOQ STRUCTURES FLA. PE / 16337 OCT 4 2001 WINDOW WIDTH VENT WIDTH YW -2' D.L. OPG. W',V -7 II II II II II II II // II 11 TI II II II II II II II '1 -.0 -- TYPICAL ELI - NATION AT HEAD /SILL CORNERS 6' MAX. TYP SURFACE APPLIED FALSE HUNTINS OPTIONAL 18' MAX. (I•PACT) 25' MAX. (NON - IMPACT) MAX. ANCHOR SPACING 'r0 BE AS FOLLOWS IMPACT WINDOW$ 17" O.C. ON LONGER SIDES 18" O.C. ON SHORTER SIDES NON— IMPACT WINDOW$ 17" O.C. ON LONGER SIDES 25" O.C. ON SHORTER SIDES NOTES; 1. THIS S1F(UCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. 2. W000 BUCXS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. • 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. APPROVED AS COMPLYING WITH THE S F LTAZUrMU DOE BY w....... ' PRODU T C'NTROL DIVISION BUILDI OOE COMPLIANCE OFFICE ACCEPTANCE NO0 L- ('`c .01 c 3'> C c 0 0 0 ..0 0 0 0 0 u 6 CY 0 P O u 0 u V m 0 I �O n 2 1. 0 U (f F-- N CD v cp C Oa aa) U c Y Z z °: 0 co 5- N drawing no. W99 --10 sheet 1 of 6 1TEM PART # QUANTITY DESCRIPTION MATERIAL JSA.NF. /SUPPLIER /REMARKS 1 CGI -373 4 FRAME 6063 -T6 INDALEX OR EQUIV. 2 CG! -378 4 VENT (5 /I6' LAM. GLASS) 6063 -T6 INDALEX OR EGUiV. 2A CGI-374 4 VENT (3/16' !. 1/4' GLASS) 6063 -T6 INDALEX DR EQUIV. 23 - 4 VENT (3/4' INSUL. GLASS) 6063 -T6 INDALEX OR EQUIV. 2C CGI -385 4 VENT (7/16' LAM. GLASS) 6063 -T6 INDALEX OR EQUIV. 3 CGI -375 4 GLAZING BEAD 6063 -T5 INDALEX OR EQUIV. 4 / - 4 .060 THICK CORNER KEY ALUMINUM - 5 - 8 .060 THICK CORNER KEY ST. STEEL - 6 AP -425 AS READ. FRAME VEATHERSTRIPPING - SCHLEGEL APTUS 7 0200 X190 AS REOD. VENT vEATHERSTRIPPING - SCHLEGEL 0 -LON 8 - AS READ. VENT SCREVS 2 20' O.C. LONGER SIDES, 18' O.C. SHORTER SIDES - co X i' SS SMS 8 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREVS - 410 X 1 -I /4' SS SMS VENT CORNER ALL FRAME ANO VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EQUIV. FRAME CORNER 2.625 2.625 CORNER KEY .060 THICK ST. STEEL 5 2 5/8' CORNER KEY .062 THICK ALUmINUTA 1 1.000 2001 .383 Engr. OR. HUIMYOUN FAROOQ STRUCTURES F1.A. PE / 16557 2.075 FRAME -- .617 l-- GLAZING STOP 2.215 1.875 VENT (5/16" LAM. GLASS) i 1875 VENT (3/16" & 1/4" CLASS) 1.875 1.7 57 1 TYP. ----1 222 1.757 --.090 TYP. - 1.072 1.757 .090 TYP. 1.624 VENT (3/4" INSUL. GLASS) 1.757 .720 1 1.438 —1.347 VENT (7/16" LAM. GLASS) .720 1.438 .720 — 1 1.438 .720 — 1.438 APPROVED AS COMPLYING %MTH THE SOUTH FLORIDA BUILDING COCE DAT BY PRODU CO fTROL DIVISION SUILDIN CODE COMPLIANCE OFFICE ACCEPTANCE NO01. "()q 13 .Q` ) ( ) 0 0 L u .0 a.) 0 ( ) • 0 U U 0 I cn 2 0 U 2 V ( drawing no. W99 -10 sheet 2 of 6 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS W. WIDTH END 0X 0 If S. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '8' WIDTH HEIGHT EXT. ( +) I I NT. ( -) EXT. (4.) 1 NT. ( -) EXT. ( +) 1NT. ( - ) 19 - 1/8' 26 - 1/2' 37' 53 - 1/8' 25. 110.0 I 157.5 110.0 157.5 110.0 210.0 110.0 I 157.5 110.0 157.5 110.0 180.7 110.0 1 123.0 110.0 157.5 1 10.0 180.7 66.4 1 86.4 110.0 120.0 110.0 120.0 19 -1/8' 26-1/2' 37' 53-1/3" 38 -3/8' 110.0 i 157,5 110.0 157.5 110.0 210.0 110.0 114.2 110.0 157.5 110.0 177.3 73.5 73.5 110.0 116.8 110.0 120.0 49.3 49.8 106.0 106.0 106.1 120.0 19 - 1/8' 26 37' 53-1/8' 50 -5/8' 110.0 157.5 110.0 157.5 110.0 210.0 38.1 88.1 1 10.0 120.0 1 10.0 120.0 54.2 54.2 110.0 116.8 110.0 120.0 47.3 47.3 75.1 75.1 85.3 85.3 19 -1/8' 26 -1/2' 37' 53-1/3' 63" 110.0 157.5 110.0 157.5 110.0 204.6 74.8 74.8 110.0 120.0 110.0 120.0 42.3 42.3 93.1 93.1 110.0 120.0 39.4 39.4 58.3 58.3 81.3 81.3 19 -1 /8' 26 - 1/2" 37' 53 -1/3" 74 -1/4" 110.0 120.0 110.0 120.0 110.0 120.0 69.7 69.7 110.0 120.0 110.0 120.0 35.9 35.9 82.9 82.9 90.0 90.0 - - - - 70.0 70.0 / / W. WIDTH PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS WINDOW DIMS. WIDTH 24" 30' 36" 42' 48" 54' 60" 24" 30' 36' 42" 48' 54' 60" 24" 30" 36' 42' 48" 54" 60" 24' 30" 36' 42' 48' 54" 60' 24' 30' 36' 42' 48' 54' 60" 24' 30' 36' 42' 48' 54' 60" 24' 30' 36' 48" 60' 63' 66' 87' HEIGHT 35" 42' 48' 54' 60" 66" GLASS TYPE '2' EXT. ( +) 1NT. ( -) 110.0 104.3 82.5 67.7 58.5 52.0 46.6 110.0 86.7 67.7 68.7 60.6 54.3 48.1 1 10.0 74.5 60.6 48.9 44.1 66.0 52.0 54.3 48.9 44.9 40.7 100.8 59.8 46.6 48.1 44.1 40.7 93.0 57.8 41.4 43.5 40.3 91.9 53.5 38.4 39.2 35.5 145.5 104.3 82.5 67.7 58.5 52.0 46.6 127.2 86.7 67.7 68.7 60.6 54.3 48.1 111.2 74.5 58.5 58.5 60.6 54.2 54.2 48.9 44.1 103.8 103.8 66.0 52.0 54.3 48.9 44.9 40.7 100.3 59.8 46.6 48.1 44.1 40.7 93.0 57.8 41.4 43.5 40.3 91.9 53.5 38.4 39.2 35.5 GLASS TYPE '3' EXT. ( +) 1 NT. ( -) 110.0 110.0 1 10.0 110.0 110.0 110.0 102.7 110.0 110.0 110.0 102.9 102.9 92.6 81.7 110.0 1 10.0 110.0 102.9 90.0 78.6 69.5 110.0 110.0 110.0 92.6 78.6 68.4 60.4 110.0 110.0 102.7 81.7 69.6 60.4 110.0 110.0 90.0 74.4 62.4 110.0 110.0 89.2 56.8 157.5 144.0 120.0 120.0 120.0 115.1 102.7 1 57.5 144,0 120.0 102.9 102.9 92.6 81.7 157.5 120.0 120.0 102.9 90.0 78.6 69.6 154.3 120.0 115.1 92.6 78.6 68.4 60.4 120.0 120.0 102.7 81.7 69.6 60.4 120.0 120.0 90.0 74.4 62.4 120.0 120.0 89.2 56.3 GLASS TYPE '6' EXT. ( +) 1 1NT. ( -) 110.0 I 195.8 110.0 1 156.5 110.0 1 130.5 110.0 I 120.0 110.0 1 120.0 110.0 120.0 110.0 1 10.0 110.0 110.0 96.9 111.9 96.9 111.9 96 9 1 1 1.9 90.0 90.0 110.0 184.4 110.0 110.0 120.0 96.9 111.9 84.3 90.0 90.0 110.0 1 10.0 1 10.0 96.9 90.0 80.0 80.0 1 10.0 1 10.0 110.0 90.0 90.0 80.0 70.0 1 10.0 110.0 90.0 90.0 90.0 70.0 70.0 1 10.0 110.0 90.0 90.0 90.0 70.0 68.5 50.0 120.0 193.6 156.6 120.0 120.0 97.9 90.0 90.0 177.3 120.0 120.0 111.9 90.0 80.0 80.0 120.0 120.0 120.0 90.0 90.0 80.0 70.0 120.0 120.0 90.0 90.0 90.0 70.0 70.0 120.0 120.0 90.0 90.0 90.0 70.0 58.5 65.5 50.0 'WI DO ' DIMS. WIOTH 24' 30' 36' 42' 60' 31' 24' 30' 36' 57' 75' 24' 30' 36' 51' 66' 24' 30' 36' 45' 54' 24' 39' 54 ' 36' 48' 33' 45' 30' 39' PERFOP.MANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR. INSTALLATION DETAILS HEIGHT 73' 84 96' 108' 120' 132' f 144' 155' GLASS TYPE 2' EXT. ( +) 1NT. ( -) 91.3 91.3 51.7 35.5 35.5 34.8 34.3 85.6 85.6 49.3 49.3 33.4 31.7 1 WINDOW LENGTH 51.7 33.4 78.1 73.1 46.9 46.9 31.7 59.0 59.0 44.9 44.9 45.6 45.6 GLASS TYPE '3' EXT. ( +) l 1NT. ( -) 110.0 I 120.0 90.0 1 90.0 82.7 64.6 1 10.0 90.0 81.0 110.0 90.0 76.8 90.0 90.0 90.0 90.0 82.7 54.6 120.0 90.0 81.0 120.0 90.0 76.8 0 U w J 0 0 z 3 9 :,0 90.0 GLASS TYPE '6 EXT. ( +) 110.0 90.0 90.0 90.0 70.0 50.0 110.0 9 0.0 90.0 70.0 70.0 50.0 90.0 70.0 50.0 70.0 50.0 , WOW. WIDTH NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. I NT. ( -) 120.0 90 0 90.0 90.0 70.0 50.0 120.0 90.0 90.0 70.0 50.0 50.0 110.0 120.0 90.0 90.0 90.0 90.0 70.0 50.0 90.0 90.0 90.0 90.0 70.0 70.0 70.0 70.0 50.0 50.0 90.0 70.0 50.0 70.0 70.0 50.0 50.0 70.0 50.0 70.0 70.0 50.0 50.0 1/8' ANN. GLASS .090 INTERLAYER Itjj 7/16" NONIINAL GLASS TYPE '3' 5/16" NOMINAL GLASS TYPE '2' O C 1/3" ANN. GLASS SILICONE 7/16" NOMINAL GLASS TYPE '6' Env: DR. HUMAYOUN FAR000 STRUCTUR ES 3/16' ANN. CLASS .090 INTERLAYER 3/16' ANN. GLASS 3/16' HEAT SITZEN'D GLASS \SAF1.EX PV8 3/16' HEAT STREN'D GLASS SILICONE GE-1200 SILICONE PROC ACT Ot4TROL DIVISION BUILD CODE COMPLIANCE FICE 0 CI CV o N L 1=2 0 CO 4.) 0 a . 0 0 0 cc Z drawing no. ACCEPTANCE NO0 CC1 1(..O1 (sheet 3 of 6 FAX. (305) 593-6592 � PEP,FORMANCE VALUES OF IMPACT RESISTANT 'S1NDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXT. ( +) 1 NT. ( -) EXT. ( +) 1 NT. ( -) 24" 30' 36" 42' 48' 54" 60" 36" 110.0 157.0 110.0 195.3 110.0 112.6 110.0 156.6 89.0 39.0 110.0 130.5 73.1 73.1 1 10.0 120.0 63.1 63.1 110.0 120.0 56.1 56.1 1 10.0 120.0 50.3 50.3 110.0 120.0 24' 30" 36" 42' 43' 54' 60" 42' 110.0 137.3 110.0 193.6 93.6 93.5 110.0 156.5 73.1 73.1 1 10.0 120.0 74.3 74.3 96.9 111.9 66.0 66.0 96.9 111.9 59.1 59.1 95.9 1 1 1.9 52.5 52.5 90.0 90.0 24" 30' 36" 42" 48" 54' 60' 48' 110.0 120.0 110.0 184.4 80.5 80.5 110.0 120.0 63.1 63.1 1 10.0 120.0 66.0 66.0 96.9 111.9 59.0 59.0 34.8 97.9 53.2 53.2 90.0 90.0 48.0 48.0 90.0 90.0 24" 30 36" 42" 43" 54' 60" 54" 110.0 112.0 110.0 177.8 71.2 71.2 110.0 120.0 56.1 56.1 110.0 120.0 59.1 59.1 96.9 111.9 53.2 53.2 90.0 90.0 48.9 48.9 80.0 80.0 44.3 44.3 80.0 80.0 24" 30" 36' 42' 48' 54" 60" 108.3 108.3 1 10.0 120.0 64.5 64.5 110.0 120.0 50.3 50.3 110.0 120.0 52.5 52.5 90.0 90.0 48.0 48.0 90.0 90.0 44.3 44.3 80.0 80.0 24' 30' 36" 42" 48" 65" 100.4 100.4 110.0 120.0 62.4 62.4 110.0 120.0 44.7 44.7 90.0 90.0 47.4 47.4 90.0 90.0 43.9 43.9 90.0 90.0 24" 30" 35 42" 48" 72" 99.2 99.2 110.0 120.0 57.7 57.7 110.0 120.0 41.4 41.4 90.0 90.0 42.7 42.7 90.0 90.0 38.6 38.6 90.0 90.0 PERFORMANCE VALUES OF IMPACT RESISTANT '11NDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION OETAILS IrciDOx DBMS. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXT. (-4-) 1 NT. ( -) EXT. ( +) 1 NT. ( -) 24" 30" 36" 42" 73 " 98.5 98.6 110.0 120.0 55.3 55.8 90.0 90.0 38.3 33.3 90.0 90.0 37.9 37.9 90.0 90.0 24' 30' 36' 84' 92.4 92.4 110.0 120.0 53.2 53.2 90.0 90.0 36.0 .35.0 90.0 90.0 24' 30' 36' 96 84.3 84.3 110.0 120,0 50.5 50.6 90.0 90.0 34.2 34.2 90.0 90.0 24" 30' 108" 63.7 63.7 90.0 90.0 48.5 43.5 90.0 90.0 24' 120' 49.2 49.2 90.0 90.0 19 -1/3' 26 -1/2" . 37' 53 -1/3' 26" 110.0 170.0 110.0 210.0 110.0 166.2 110.0 180.7 110.0 132.7 110.0 180.7 93.2 93.2 110.0 120.0 19 -1/8" 26 -1/2' 37' 53-1/3" 38 -3/8" . 110.0 170.0 110.0 210.0 110.0 123.3 110.0 177.3 79.2 79.2 1 10.0 120.0 53.7 53.7 106.1 120.0 19 -1/8' 26-1/2' 37" 53-1/8' 50 -5/8' / 110.0 170.0 110.0 210.0 95.1 95.1 1 10.0 169.7 58.5 58.5 110.0 120.0 51.6 51.6 85.3 85.3 19 -1/8" 26-1/2" 37' 53 -1/8" 63" 110.0 170.0 110.0 204.6 80.3 80.8 110.0 120.0 46.2 46.2 110.0 120.0 42.9 42.9 81.3 81.3 19-1/8' 26-1/2" 37" 74-1/4" 110.0 120.0 ' 110.0 - 120.0 75.2 75.2 1 10.0 120.0 38.3 38.8 90.0 90.0 0 0 0 Z_ w OW. WIDTH //% WINDOW LENGTH IDLE: WIDTH AM) LENGTH DIMENSIONS CAN BE ORIENTED VER11CALLY OR HORIZONTALLY AS SHOWN ABOVE. 0 Engr. OR. HUMAY0UN FAR000 STRUCTURES FLA. PE ! 16557 CT 4 2001 APPROVED AS COMPLYING N11TH THE SOUTH FLORIDA BUILDING CODE DAT 1 11 BY L /N!//.ZI. PRODU' T CONTROL DIVISION BUILC IG - DE COMPLIANCE OFFICE ACCEPTANCE NOS L - IR L % z U_ uJ w 0 0 0 0 cn y' z O' z > O CL C4 vi �'0 Cr. ▪ iLLI ▪ ti) o ' - 7 zNa J '5 VI i 0 0 0 CL CC O U c o Z c cD ° • CN P cO r) ri U Z � O cxD : J u N 0 0 d o` 0 V 0 ✓ 0 C drawing no. w99 -10 sheet 3A of 6 1/3" TEMP. GLASS 1/8" ANN. GLASS .090 INTERLAYER SAIL EX PVH 41.1.1 3/4" INSULATED GLASS TYPE '2A' 1/3" TEMP. CLASS 1/8" TEMP. GLASS .090 INTERLAYER SAFLEX PVG 3/4" INSULATED GLASS TYPE '3A' 1/8" ANN. GLASS GE -1200 SILICGNE 1/8" TEMP. GLASS GE-1200 SILICONE SEE SHEETS 5 & 6 FOR ANCHORS PERFORMANCE VALUES OF NON - IMPACT RESISTANT WINDOWS OADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '4' GLASS TYPE '4A' GLASS TYPE '5' &'5A' MOTH HEIGHT EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) 24' 30' 36" _ _ 60" 81.7 81.7 31.7 81.7 110.0 172.9 69.7 69.7 693 69.7 110.0 147.5 57.7 57.7 61.7 61.7 110.0 130.5 24" 30' 66' 79.9 79.9 79.9 79.9 110.0 169.0 67.6 67.6 67.6 67.6 110.0 143.2 24' 30" 72 . 78.4 78.4 78.4 78.4 110.0 166.0 64.4 64.4 66.0 66.0 110.0 139.8 24' 78" 77.2 77.2 77.2 77.2 110.0 163.4 24' 84' 76.2 76.2 76.2 76.2 110.0 161.3 24' 96' 74.7 74.7 74.7 74.7 110.0 158.1 19 -1/8' 26 -1/2" 37' 53 -1/8' • 26' 110.0 116.1 110.0 116.1 110.0 210.0 85.4 85.4 85.4 85.4 110.0 180.7 85.4 85.4 85.4 85.4 110.0 180.7 79.9 79.9 79.9 79.9 110.0 169.0 19 -1/8' 26 -1/2" 37' 53 -1/8" 38 -3/8' 109.2 109.2 109.2 109,2 110.0 210.0 _ 83.8 83.8 83.8 83.8 110.0 177.3 60.0 60.0 60.0 60.0 110.0 127.0 57.9 57.9 57.9 57.9 107.1 123.7 19 -1/8" 26 -1/2' 37' 50 -5/8" 101.1 101.1 101.1 101.1 110.0 210.0 80.2 80.2 80.2 80.2 • 110.0 169.7 60.0 60.0 60.0 60.0 110.0 127.0 19 -1/8" 26 -1/2" 37" 63' 96.7 96.7 96.7 96.7 110.0 204.6 74.9 74.9 74.9 74.9 110.0 158.6 53.6 53.6 60.0 60.0 110.0 127.0 19 -1/3' 26 -1/2' 74 --1/4' 94.1 94.1 94.1 94.1 110.0 199.2 72.0 72.0 72.0 72.0 110.0 152.5 PERFORMANCE VALUES OF NON- IMPACT RESISTANT WINDOWS DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION OETAILS WINDOW DIMS. GLASS TYPE '4' GLASS TYPE '4A' GLASS TYPE '5' &'5A' WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. (+) 1NT. ( -) EXT. ( +) 1NT. ( -) 24" 30" 36" 42' 48" 54" 60" 36' 92.5 92.5 92.5 92,5 110.0 195.8 74.0 74.0 74.0 74.0 110.0 156.6 61.7 61.7 61.7 61.7 110.0 130.5 61.7 61.7 61.7 61.7 110.0 130.5 61.7 61.7 61.7 61.7 110.0 ,•30.5 61.7 61.7 61.7 61.7 110.0 130.5 57.7 57.7 61.7 61.7 110.0 130.5 24' 30" 36" 42" 48" 54" 42' 91.5 91.5 91.5 91.5 110.0 193.6 74.0 74.0 74.0 74.0 110.0 156.6 _ 61.7 61.7 61.7 61.7 1 10.0 130.5 52.9 52.9 52.9 52.9 96.9 111.9 52.9 52.9 52.9 52.9 96.9 111.9 52.9 52.9 52.9 52.9 96.9 111.9 24" 30" 36" • 42" 48" 48' 87.1 87.1 87.1 87.1 110.0 184.4 74.0 74.0 74.0 74.0 110.0 156.6 61.7 61.7 61.7 61.7 110.0 130.5 52.9 52.9 52.9 52.9 96.9 111.9 46.3 46.3 46.3 46.3 84.8 97.9 24' 30' 36' 4r 54 " 84.0 84.0 84.0 84.0 110.0 177.8 72.4 72.4 72.4 72.4 110.0 153.2 61.7 61.7 61.7 61.7 110.0 130.5 52.9 52.9 52.9 52.9 96.9 111.9 EXTRUDED GLAZING BEAD OPTIONAL 1/4" NOMINAL GLASS TYPE '4' ROLL FORHED GLAZING BEAD 3/16" ANN. GLASS 3/16" TEMP. CLASS 3/16" TEMP. GLASS -3/16" ANN. GLASS GE -1000 SILICONE 3/4" OVERALL INSUL. ANN. ALT. GLASS TYPE '4A' 3/16" NOMINAL GLASS TYPE '5' GE -1000 SILICONE 3/16" TEMP, CLASS GE -1000 SILICONE 3/4" OVERALL INSUL. TEMP. ALT. GLASS TYPE '5A' &9r. DR. HQVAYOUN FAROOQ STRUCTURES FLA. PE i 16557 OCT 4 2001 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING ODE OAT BY /..... . . PROD ' T C•NTROL DIVISION BUILD CODE COMPLIANCE OFFICE ACCEPTANCE NOO ('"( -O z El O r4 1-6 E Ix 0 O C1. o U z )0 o < 0 co CL W I Cs. WN o w C �� 0 z 0 w z_ 2 J a CO cV I U) w w In c c 0 0 U Ci z L _ w 1 (.7 z C a 0Nto ✓ `D r') • i Z ° 2' 0 N • co 0 u v .0 0 0 0 0 a m 3 8 0 a 0 V J N 5 , 0 0 0 cn cn 3: n. 0 0 drawing no. W99 -10 sheet 4 of 6 3/16' OR 1/4' TAPCON SEALANT 3/16' TAPCONS, i -3/8' EMBED 1/4' TAPCONS, 1 -1/2' EMBED 4 1 INSTALLATION TYPE '1' 1 TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD SEALANT INSTALLATION TYPE '3' ° • , a Q v. , .o • BUCK INSTALLATION BY OTHERS TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD UP 1 3/9' 2 1/9' WOOD BUCK TYPE '1' MATERIAL: PRESSURE TREATED 1 3/8' 2 7/8' WOOD BUCK TYPE '3' MATERIAL: PRESSURE TREATED v C • FOR ANCHOR PERFORMANCE VALUES SEE SHEET 5 3/16' OR 1/4' TAPCON SEALANT 3/16' TAPCONS, 1 -3/9' EMBED 1/4' TAPCONS, 1 -1/2' EMBED SEALANT ° WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. a • . , v • INSTALLATION TYPE '2: INSTALLATION TYPE '4' a 2 = v h TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD • • I • ' ' BUCK INSTALLATION BY OTHERS TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD 2 1/9' MIN. WOOD BUCK TYPE '2' MATERIAL: PRESSURE TREATED 2 1/8' MIN. w00D BUCK TYPE '4' MATERIAL: PRESSURE TREATED Env: OR. HUMAYOUN FAROOO STRUCTURES FLA. PE / 16557 OCT 4 2001 410 SMS m ATTACHMENT TO APPROVED MULLIONS APPROVED AS COMPLYING WITH THE SOU THAl O,lB x.^f(' ,OD DATE I[ I Z [U }} E , BY_ A/ /. . ..'L PROOU T C PNTROL DIVISION BUILDING CODE COMPLIANCE 0 ICE ACCEPTANCE NOQL Ol z O_ 0 Q 0 N O << 1 0 ° r` ° (2: vi co O N CQ W �" O n w ` . c 0 Cr, L 0 0 0 n. 0 0 a 1 o` 0 0 N G) a) v •0 0 0 drawing no. W99 --10 sheet 5 of 6 PERFORMANCE VALUES FOR INSTALLATION OF ANCHORS TYPE 'A' 'B' OR 'C' REFER TO SHEET 5 FOR DETAILS _ PERFORMANCE VALUES FOR INSTALLATION OF ANCHORS TYPE 'A' 'D' OR 'C' REFER TO SHEET 5 FOR OETAJLS PERFORMANCE VALUES FOR INSTALLATION OF ANCHORS TYPE 'A' 'B' OR 'C' REFER TO SHEET S FOR DETAILS � - - %r' � L) / U o ' WINDOW DIMS. ANCHOR TYPE 'A' ANCHOR TYPE ANCHOR E 'C' 1Y NDOrW DIMS. ANCHOR TYPE 'A' ANCHOR TYPE 'D' ANCHOR TYPE 'C' ITINDOW DIMS. A1`1CHOR TYPE 'A' ANCHOR TYPE 'B' ANCHOR TYPE 'C' WIDTH HEIGHT \. HEIGHT 'AL— FAROOQ CORPORATION ENGINEERS. PLANNERS & PRODUCT DESIGN 1235 SW 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264 -8100 `AX. (305) 262 -6978 COMP— ANL \W9 WIDTH HEIGHT o �D N • W d o N (7 W a d tn 36' 198.0 220.0 220.0 d O s.D N W d 0 rn N W (`) v d In o o n n 78' 144.0 172.4 200.7 19 -1/8' 26 -1/2' 37' 53 -1/3' 26' 220.0 220.0 220.0 138.4 189.6 220.0 115.2 137,9 160.6 214.0 220.0 220.0 132.0 158. 4.0 96.0 114.9 133.8 175.5 210.0 220.0 105.6 :26.4 147.2 82.3 98.5 114.7 160.0 191.5 220.0 132.0 150.0 104.0 72.0 86.2 100.4 19 -1/8' 26 -1/2' 37' 53 -1/8' 38 -3/8' 220.0 220.0 220.0 113.1 135.4 157.7 64.0 76.6 89.2 163.2 195.3 220.0 99.0 118.' 8.0 57.6 52.4 68.9 62,7 80.3 73.0 116.9 139.9 162.9 0 01 A t•. W W 04. m N CA 0 • • • • • • • 42' 158.4 189.6 220.0 108.4 129.8 151.1 126.7 151.7 176.6 48.0 57.5 66.9 19 -1/8' 26 -1/2' 37 , 53 -1/8' 50 -5/8' 220.0 220,0 220.0 105.6 126.4 147.2 44,3 53.0 61.8 167,1 200.1 220.0 90.5 108.: 5.2 • d 0 'D N W d O ' N (') r V /noon 84' 165.0 197.5 220.0 119.7 143.3 166.9 113.1 135.4 157.7 132.0 158.0 184, 82.2 98.4 114.5 97.0 116.1 135.2 110.0 131.7 153.3 19 -1/8' 26 -1/2' 37' 53 -1/8' 63' 175.4 209.9 220,0 84.9 101.6 118.3 94,3 82.5 112.9 98.8 131.4 115.0 126.6 151.5 176.4 • • • d o ,0 N W d C N W W d In q 48' 198.0 220. 0.0 90.7 108.5 126.4 ( ) 158.4 189. 0.0 73.3 87.8 102.2 l SERIES -238 ALUMINUM FIXED WINDOW CONS I RUCTION GLASS IND. CORP. 7840 N.W. 62 nd STREET MIAMI. FL. 33166 TEL (305) 593 -6590 FAX. (305) 593 -6592 63.1 75.6 88.0 132.0 158.0 184.0 66.0 79.0 92.0 19 -1/8' 26 -1/2' 37' 53 -1/8' 74 -1/4' 191.6 220.0 220.0 113.1 135.4 157.7 60.0 71.8 83.6 138.3 165.5 192.7 99.0 118.5 138.0 55.0 65.8 76.7 99.0 118.5 138.0 84.9 101.6 118.3 24' 30' 36' 42' 48' 54' 60' 66' 72' . 96' . 141.4 169.3 197.1 69.0 82.6 96.1 74.3 88.9 103.5 113.1 135.4 157.7 ..', IOW. WIDTH WINDOW LENGTH 24' 30' 36' 42' 48' 54' 60' 54' 169.7 203.1 220.0 94.3 112 131.4 135.8 162.5 189.3 80.8 9E 112.7 113.1 135.4 157.7 70.7 84 98.6 _ H10N31 MOONIM 97.0 116.1 135.2 62.9 75 87.6 0 ',j '/ 84.9 101.6 118.3 56.6 67 78.9 75.4 90.3 105.1 51.4 61 71.7 66.0 79.0 92.0 47.1 56.4 65.7 /.,' j, I •%/ j/% HIOIM 'M 24' 30' 36' 60' 148,5 177.E 7.0 24' 30' •14.• • d o ,0 N W d o N (') W d d !n lD 108' - 148.3 177.8 207.0 118,8 142.2 165.6 118.8 142.2 165.6 99.0 118.5 138.0 99.0 118.5 • 138.0 N W V o >n kD 84.9 101.E tie.3 11.0.1E% WIOTH AND LENGTH DIIAENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. ANCHORS: A = 3/16" TAPCON5 INTO 2BY BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. EMBEDMENT THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. MASONRY EMBED • B = 1/4" TAPCON5 84.9 101,6 118.3 E ) (revisions: )1 not }dusap SON 1.551 Had - AIM 512M4D ANCHOR REV. PER BCCO COu4ENT11 7 88.9 1.5 74.3 88.9 103.5 66.0 79.0 92.0 - 66.0 79.0 92.0 59.4 71.1 82.8 59.4 71.1 82.0 • • • • • • • d O tD N W d O (1.1 W f) d d In \0 66' 176.0 210.E 220.0 • • • • d o kD N W d N W M d In 120' 154.0 184.3 214.7 140.8 168.5 196.3 123.2 147,5 171.7 117.3 140,4 163.6 102.7 122.9 143.1 100.6 120.4 140.2 88.0 105.3 122.7 88.0 105.E 122.7 77.0 92.2 107.3 78.2 93.6 109.0 68.4 81.9 95.4 .11' 70 e4.3 i • d • O N W (11 W W V 132' 158.4 189.6 220.0 ra}oR F0-50-go 24' 30' 36' 42' 48' 54' 60' 72' 138.4 189.E 220.0 126.7 151.7 176.6 126.7 151.7 176.6 105.6 126.4 147.2 105.6 126.4 147.2 90.5 79.2 108.3 94,8 126.2 ou m 90.5 108.3 .2 INTO 2BY BUCKS OR W000 STRUCTURES 1-1/2" MIN. WOOD EMBEDMENT ( 110.4 66 - 61 - 10 : .l - _Lit :Rio's) ow l *.(a 79.2 94.8 110.4 24' d o t0 N W N W W 144' 144,0 172.4 200.7 70.4 84.3 98 115.2 96.0 137.9 114.9 160.6 133.8 C = 1/4" TAPCON5 Encr. OR. HUMAYOUN FAROOQ STRUCTURES FLA. PE 1 16557 APPROVED ASC0MPLYING WITH THE SOUTH FLORIDA BUILDING CODE OAT r BY_ 4 4... . PROD T C rTROL DIVISION BUILDING COOE COMPLIANCE OFFICE ACCEPTANCE NO.0 1 d I 63.4 75.8 88.3 THRU WOOD BUCKS INTO MASONRY 1 -1/4" MIN. MASONRY EMBED X14 SM5 82,3 98.5 114.7 72.0 86.2 100.4 OCT 4 20 1 24• 30' 36' 42' 156' 148.5 177.8 207.0 c ) drawing no. W99 - 10 118.8 142.2 165.6 • INTO APPROVED MULLIONS 99.0 118,5 138.0 84.9 . 101.6 118.3 TAPCONS AS MANUFACTURED BY ELCO. sheet 6 of 6 3 MIAM1LADE PRODUCT CONTROI. NOTICE OF ACCEPTANCE Construction Glass Industries Corporation 7540 N.W. 62rid Street Miami FL 33166 Your application for Product Approval of: r4 teatifillalliktai g agailatErVillittInriffn under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved niarn.er, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance ,ag. t0i11 `E(I' f Expires:04 /26/2002 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE i his application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Coirunittee to be used in Dade County, Florida under the conditions set forth above. Approved: 0.4/15/1999 Iatern .et rail address: p ostmasterc ,buildi:ogco,deoalir,e.cor. �` rancnsco I. Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office ') -DADS COUNYY, 'FLORIDA METRO -DADE FLAGLER BUILDING :sUTI..DItiG CODE: COMPLIANCE OFiTC' METRO -DADE FLAGLER BUILDING t40 VEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375.2906 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375-2553 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 /_•_, Raul Rodriguez Chief Product Control Division I-Cer,lepage: htt7 :/J rwsa•.buildin,ecuc,�- linN.co,n Iis riic tiota G ass Indusiries Co ACCEPTANCE No. . APR 1 5 1999. 2 of 3 APPROVED EXPIRES : April 26, 2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 95- 1212.14, which was issued on April 26, 1996. It approves a structural mullion system, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUC. t" DESCRJPTION 2.1 The Construction Glass Industries Corp Aluminum Tube Mullions (non - reinforced) with #373 Framing Member and its components shall be constructed in strict compliance with the following documents: Drawing No. M95 -13, titled "Mullion Details ", prepared by Al- Fatooq Corporation, dated November 17, 1995, revised on October 30, 1996, sheets 1 through 3 of 3, bearing the Miami - Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 The design pressure for the mullion and anchor selected must each meet or exceed the pressure requirement for the opening in which it is to be in.stalled. 3.2 This approval applies to structural mullions to be installed vertically or horizontally, as shown in the approved drawings. 3.3 Mullions are to be used only to support Construction Glass Industries Corp Windows using a Part #373 framing member, with a current Notice of Acceptance. 4. INSTALLATION 4.1 The structural mullion system and its components shall be installed in strict compliance with the approved drawings. 4.? This mullion can be installed as part of an impact resisLmt snit. 5. LABELING 5.1 Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERti1IT REQUIREMENTS . 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 The Notice of Acceptance of each window or door to be attached to the mullion. 6.1.4 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this syste _,cam 1,1.21�� -�1 Man el Perez, P.E., Produc - vitro( Examiner Prod t Control Division Construction Glass Tndu.stres Co. NOTICE OF ACCEPTANCE: STANDARD C IDYS 1 Renewal of this Acceptance (approval) shall be. considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the - fog lowing statement: "Mia.rni -Dade. County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renc.vals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. `�. The product is no longer the s<adne product (identical) as the one originally approved, c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing ofa revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. . 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through 3. END OF THIS ACCEPTANCE 3 of ACCEPTANCE No. : 99• -0 27.07 APPROVED APR 1 5 1293 EXPIRES : April 26,2002 Manue Perez :'.I . Ptet't ci C" itiZ Examiner Produlr ntxoi Division ` --•J saEaA E 4 ' U L(N r _G QLITA1 t� I�. r�P>1�i L t J 3 Z3 AT FAQ FL J E F�QQ I_?4 rE�L Q LE IL L SEE `r1'iNDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING USE CYJ3il5 AND GRAPHS AS FOLLD S. DETERMINE DEIGN LOAD REQUIRED PER ASCE 7 -88, FoR PMTICULAA D:- £NtNC. USE OADE COU"fTY AP PROVED GLA2ING PRODUCTS LTEF-TtNC ABOVE LOAD REQU USE COf!NECPON TO s.UUJON AS PER PRODUCT APPROVAL SPECIFY 1.4.4X44UTA SIARJ SPACING. USING GRAPR5 ON SHEET 2 SELECT UUWCN SIZE WITH O€ RATING sIORE THAN DESIGN LOAD SPECIFIED iN STEP i /JOVE USING ANCHOR TYPES Ot4 SHEET 3, AND ANCHOR GRAPHS ON SHEET 2, SELECT ANCHOR TYPE WITH DESIGN RATING LOPE THAN THE OESIGN LOADS SF'ECit,£O Gl S1T2 1 ABOVE. 4.000 -.4 APF'AOYED AS COVii.TING 111TH THE SOUTH flO IDA BUIEtiKS CODE D ! 1492 PRODUG <UNTfi) DIYI:.OH f/ BUILDING CODE CC..TL!ANCE CTFi :E t ;CCEPTANCE 113. AF ROYED h$ COMPLYING %A'11N lTs� SOUTH FLORIDA BUILDING CODE DAT t _ t BY Zeiezeze PRDOU CO RD! DIYiS;DY BUILOI CODE COMPLIANCE OFFICE ACCEPTANCE NO, Djlo RECTANGULAR ALUMII'1UM ME_LIULIQNS .w IN DOW FAME MEMBER L Z,3_ 1CLCLUDEQ IN P-RQPERTIE,SJ N�t_S t. ALL GLAZING PRODUCTS USED WITH THESE I.IUULONS MUST b/EFT Tl-IE APPLICABLE DA-DE COUFITY REQUI,ZEI.IENTS LE WIND LDAO, /JR c WATER INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. 2. ANCHOR EMBEDUEJfT TO BASE L4A1ERtAL SHALL SE BENNO WALL COVERING (STUCCO, TILE ETC,) 3. ANY CONOfnONS NOT COVERED IN MS SUOMITTA?. SUBJECT TO SEPARATE ENIGINEERiNG REVIEW. 4, ALL 6UU.IJONS TO BE ALLOY 6053 —T5. � W J 2 5 1996 Cfr:IM HUbtkYc)QH -00Q PE , If537 P - cd - -- - _.__�MV [p I xf�! 2 tiff. Tlx*f_ ip" I 6 • �11 - r Sts-: irtm c . 7 1 _! li 1 4 M 4 t hJ I .4 _ h . hit II - AHCHC;r♦S T 1311- TUEE tTAitrJ r1 1 y i !� TYPE 0 0 r.L.Lt. r r 7 1 X 3 T 1 / .s" - r -r rr I. n (L r1- - 7 - 1 r 7 rr __`�_. V r c -�... _ - r r�rr- F-r - rr1- - rrr - rr r -rrrr +— Fr ITrrr .__\ \ ._.._ __ - _.__�MV „ - — 1 ip" I 6 6_ - - r r+F 7 1 _! li 1 4 4 t hJ I h . hit II - AHCHC;r♦S T 1311- TUEE tTAitrJ r1 TYPE 0 0 r.L.Lt. r r 7 1 X 3 T 1 / .s" - r -r rr - r r 'r r r1- - 7 - 1 r 7 rr rys3 rl rt r 6 MU L P r LiII- , lb 1 Ti r � II: I i ■ ■ et 111111 1 v I-" ANCHORS TYPE C -- C 4 ttt , ANCHORS T FT - ft tYA _ -- • 0 rUll !AN S6 ' e • _ r . r te . �, ,.._T_ - t tr n„ , ,- ,,, }; J : a L.WI7 CHM f ip" I 6 6_ - - r r+F 7 1 _! li 1 4 4 t hJ I h . II - AHCHC;r♦S T 1311- TYPE 0 0 I. X 4 X I / TLti 1.:411)1,x4 r1- __`�_. V r c -�... _ - r r�rr- F-r - rr1- - rrr rys3 rl rt r 6 MU L P r LiII- , lb 1 Ti r � II: I i ■ ■ et 111111 1 v I-" ANCHORS TYPE C -- C 4 ttt , ANCHORS T FT - ft tYA _ -- • 0 rUll !AN S6 ' e • _ r . r te . �, ,.._T_ - t tr n„ , ,- ,,, ip" I 6 6_ - - r r+F 7 1 _! li 1 4 4 t hJ I II AHCHC;r♦S T TYPE 0 0 6 MU L P r LiII- , lb 1 Ti r � II: I i ■ ■ et 111111 1 v I-" ANCHORS TYPE C -- C 4 ttt , ANCHORS T FT - ft tYA _ -- • 0 rUll !AN S6 ' e • _ r . r te . �, ,.._T_ - t tr n„ , ,- ,,, ip" 7 1 _! ANCHORS T FT - ft tYA _ -- • 0 rUll !AN S6 ' e • _ r . r te . �, ,.._T_ - t tr n„ , ,- ,,, ip" 7 1 _! I ` 1 7 • -; 4 , L L i ll k I 14' 1 ,,,„ r _ .., ,„ 1 ik k - 111 , _ _ k 7.. Iv ANCHORS Y- — -- 1 7 1 _! Ct./ ZINC PRODUCT VI TRIBUTARY WIDTH ANCHORS Trr£ A. .0 OR D C:110 RS TrRE q8•C OR D YE7Tn W Lwo N 4C P RODl1CT Ci/l2!?C P RO DtJCT PRODUCT HD:V2CNTA.L uULUON HULL 1a SPAN - - -� r TUiDUT, ?tY wi01 }1 :41 rJ v 2© \ Iii it !tom t nxn c.i !.Ft N 0: o � W.1 rte H Q V1 .t 0 • t9 N U. -1 O. to 1 In O -4 O t9 J CO 311 40 20 25 30 35 40 45 S0 55 TRIBUTARY WIDTH - INCHES ,I��✓ ANCHOR LOAD CHART 'a ,.i t , ANCHOR LOAD CHART 60 TRIBUT& T 1110TH 60 73 INCHES et} N N t3 12 U a m Cr etiT N- N L1 > .1 1-- N U w tf o l9 N -4 N . U 0 t9 N tv 0 U u 0 t 20 33 40 S0 61 76 80 TRIBUTARY WIDTH - INCNES MOVED AS COMPLYING WITH TTi€ SOUTH DRIDA BUILDING CODE / DATE 9Rt, 19._1.10 E, DIYIS'OM j NOTE: 1- 't3ili1E116' CODE CAlfLlA.a;CE OFFICE ACCfv1AJ CE N,O. i � 10 JUJON lA\D c kr 20 25 30 35 40 45 50 TRIBUTARY WIDTH - INCHES r� 55 ANCHOR LOAD CHART 20 30 40 64 60 70 TRIBUTARY 11IO1H - INCkES APP ?DYED AS COW LYING WITH TYE SOUTH FLORIDA BUILDING CODE r- DATE_ Pr IW/ PRODUCT COHTTCOI DIViS :O4 20 25 30 35 40 45 S0 TRIBUTARY WIDTH - INCHES is m t9 19 12 LL ,n a b . P 0 U O d 1• u tit O t9 .n LOAD CHARTS ARE I li �:IC Pi;c :T M DISTRIBUTION. ANCHOR LOAD CHART e 8 20 30 49 60 60 76 30 TRICUTARY WIDTH • INCHES 55 V C) 0-4 I. C) " CG ti1_I t\ z ri of 7 " 0 a.N 0 ? CO ia o LX I I N LA r'1 X F I U P 0 OR. 1WAYOQN FA000 S 11 ES FLA. PE 13557 � sh 2 of ms s.._ .... & PRODUCT MULLION 2 X 2 X 1 /8' ALUU ANGLE 1 14 5.1.1.5. 2 /ANGLE - - - -uuwo 1 - 1 4 • CHORS _I-_(E D:- T 1 J l J - —.1 L. s 3/16 X 1 -3/4' TA?CON 2/ PLAY ALCIIS1 S_1T r • Q' d. 1 14 S,14.S. 1 -1/4' WIN. EMBED INTO WOOD 1/ ANGLE ALUM PLATE F,I�S 0 R •fWE 2X2X1 /a' ALUM AN CLE 1 14 S.1.I,S. 2/ ANGLE tJ. LI N — MuWON z x 2 x 1/8 ALUM ANGLE - 2-5/8' IDNG ALUM CHANNEL 3/4 X 1 -3/4 X 3/4 X 1/6' LENCM 10 CLOSE FT INSIDE WE _, 12 X 3/4 S.M.S. (2) CONNECT PLATX TO cwNNEL 4• , 14 S.M.S. 1 -1/2' MIN. EMBED !NTO W000 2/ ANGLE TRIM WOOD BUCKS 10 INSTAL Il1CtIORS TUBE 1.4UWOt1 1X2, 1X3, 1X4 .1UWON 3.000 IIN 3/18 X 1.3/4' TAP CON"S -1/a. TY.WCX AVAI PLAT £ 1 14 S.M.S. 3/ ti4C E J G F;C R S T' P — muttJoN 2 X 2 X 1/8 C •, E,LU14 !NCLE • 9 . . d'. - -- 2 X 2 X 1 /a' ALUU ANGLE 3 -5/8 LONG 1.500 ;i • NOTCH WO00 BUCK TO ACCOb1OCUTE C:1P ANCLES TO 1,41S0NRY • d• • Q. z3 1 fr.?i D\to AS COMPLYING WITH THE 4 SOUTH FLORIDA BUILDING CODE DA1 E, tt �RJ �__.t 3.i q - -- By PROi1UC C ' .RO1 DIVIS'.ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO q ?- Q12 d '. 1/4' I TAP COIJ 1 -1/4 MIN. EMBED 2/ ANGLE r k j ouMEDiFes!. f,FPR011O AS COMPLYING WIN THE SOWN ppFL�O�•EIDA BUILDI COVE C] / 6m6 L17rtC�Lo 11994? BY fnc7DUC fi #j ?F.C�E. DIVISION BUILDING CODE i?V'APLIAY;CE OFFICE ACCEPTANCE F4/J44At'OU44 Ft.ROOQ STKIXTUALS FLA PE + 1G557 3M1 5 199 L _ _ 0 c z Lt.) z 0 cc 1]G Z O •r Z r� U O L1 w to U] t7 j LL. 2 Q -.Jo wing 00.1 M95-13 h5et 3 G( 3 _J DRAWN ADC CHECKED AS DATE 02/0/(A SCALE 1'-1/4' JOB NO. 0/02510/ed, SHEET 1 A 1 OF 2 SHEETS TYPE 0 2[SE (n) AREA GCP GCPI WIND PRESSURE (psf) WIND PRESSURE ALLOWABLE(psf) ACCEPTANCE No S.F. + - + - + - + - A 37x50 5/8" 12.81 1.36 1.48 0.25 0.25 48.38 51,98 110.0 117.7 01-1002.03 CAS(X) 01-1019.03 PROJ-CAS(X) C 37"x24" 8,16 1.40 1.52 0.25 0,25 49.58 53.18 110.0 127,2 TYPE 0 LSE On) AREA GCP CCP' WIND PRESSURE (Psf) WIND PRESSURE ALLOWABLE(psf) ACCEPTANCE No SF. + - + - + - + - A 37x50 5/8 12,81 1.36 1,95 0.25 0.25 48,33 68.41 110,0 117,7 01-1002,03 CAS(X) 01-1019,03 PROJ-CASOO C 37'x24" 6.18 1.40 2.00 015 0.25 49.58 67.61 110,0 127,2 TYPE i LsE (in) AREA GCP GCPI WIND PRESSURE (Psf) WIND PRESSURE ALLOWABLE(psf) ACCEPTANCE No S.F. + - + - + - + _ B 37"x67" 17,21 1,34 1.46 0.25 0.25 47,78 51.38 68,20 68.20 01-0918.01 PW TYPE 0 2iSE (in) AREA GCP GCPI WIND PRESSURE (Psf) WIND PRESSURE ALLOWABLE(psf) ACCEPTANCE No S.F. + - + -. + - + - 9 37x67" 17,21 1,34 1.90 0,25 0,25 47.78 54,50 58.20 68,20 01-0918,01 PW MULLIONS ANCHOR TYPE HE IGHT CONSTRIBUTION WIND PRESSURE (psf) TypE WIND PRESSURE ALLOWABLE(psf)_ TypE WIND PRESSURE ACCEPTANCE No A WI DHT + - - + _ALLOWABLE(psf) + a - 1 37" 45" 49,58 87.61 1x2 220,0 220.0 B 130.0 130.0 99-0127.07 2 50 5/8" 37" 48.38 68.41 1x2 178,0 178.0 B 130,0 130,0 99-0127.07 DRAWN ADC CHECKED As DATE 02/05/02 SCALE 1..1/4. JOB NO. 00/09/05/02 SHEET 2 A 2 OF 2 SHEETS ZONE 5 CAS (37 "x50 5/8 ") X + 48.38 - 66.41 AN: 01-1002.03 ZONE 4 CAS (37 "x50 5/8 ") X + 48.38 - 51.98 AN: 01-1002.03 SOUTH ELEVATION EAST ELEVATION SCI 4' =1' 1116 E1IN MIME Fa 111111 NEM ENE NNE N om mlIM INN EMI EMI MEM MEM �uI MULLION 1 "x2" A d \ihhh. SPAN: 50 5/8" AN: 99- 0127.07 SCI 1/4' =1' Oi4 ZONE 4 CAS (37"x50 5/8') X + 48.383 - 51.983 AN: 01- 1002.03 ZONE 4 PW (37 "x67 ") + 47.78 - 51.38 AN: 01- 0918.01 O ZONE 4 CAS (37 "x50 5/8 ") X + 48.38 - 51.98 AN: 01- 1002.03 ZONE 5 PW (37 "x24 ") + 49.58 - 53.18 AN: 01- 1019.03 .....■■.■...■■.■■■■..■■■■■.■■ ■..■■■■.■■..... ■ ■...■ ■ ■...■.■.. ■2222■■.■ ■......■...■■.......■. ..■■2110.. ■.............. ■ . NMI 111 EMI Ilia MIN NMI ■M EMI O 1 1 EMI ITE A 4111 O EMI MULLION 1"x2" SPAN: 37" AN: 99- 0127.07 ZONE CAS (37 "x51 5/8 ") X + 48.38 - 66.41 AN: 01- 102.03 @ ZONE 5 PW (37 "x24 ") + 49.58 - 67.61 AN: 01- 1019.03 ZONE 5 PW (37 "x67 ") + 47.78 - 64.60 AN: 01- 0918.01 REVISIONS BY