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899 NE 99 St (13)se.,4•6 ?4. swi" it- 279 7, 2- cisLwys./ • zes, 1.22 2 34 V, 11 S" 7 Z ' 1 3 /43, 4 SG t.v. 0150 cw..A. 1 1 El• R:3 't , LK4__. 4,Z3/ 9t42:1 is'arz, Gr241\94 /6704 6 4? t3o3z 20, 4 A GANG2::: Pa / Ifte.5 7 az... J. B. FORD CO. 1774 W. Flagler Street MIAMI 33, FLORIDA Telephones: 9-3508 82.0027 e ,3 i 4 d - -- � rIf '7 4 5 S ?" I HEREBY CERTIFY that the attached shltch represents a survey made under my direction and is true and correct to the best of my 3rnowlcgdye and belief. There are no encroaeh �r,,{�e is cgpt s slio �. of li..y�• AEGISTEREII tNSURVEYoRS 427 STATE F FLORIDA ORDER NO. /gOVI F. B. ,.i1j e/J /f A/1 to */ /Y.9'/ o ' ,6-;,3// io/ 2e, 41/0/6/ 2.,3 exr -..5cC /G' , l/ //,// 4 N /f / According to the Plat thereof as recorded in Plat Book Public Records of Dade County, Florida. For 12&/'/ C44 �1 r /' / Date &;4 .!.2 / /': 40' at Page3,3 • CE \ERAL \OTES 1, ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE SOUTH FLORIDA BUILDING CODE AND CITY OF MIAMI SHORES ZONING ORDINANCES, AND ALL OTHER GOVERNMENTAL AND OR REGULATORY AUTHORITIES. 2. GENERAL CONTRACTOR & ALL SUB - CONTRACTORS TO VERIFY ALL EXISTING DIMENSIONS AND ALL EXISTING CONDITIONS IN THE FIELD. ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR OWNER PRIOR TO BID. DO NOT SCALE PLANS. 3, THE CONTRACTORS SHALL BE RESPONSIBLE FOR FAMILIARIZING THE■- SELVES WITH THE INTENT OF THE DRAWINGS. FINAL INTERPRETATION OF THE SCOPE OF WORK SHALL BE THAT OF THE OWNER AND ARCHITECT. 4, CONTRACTOR TO PROVIDE ALL BARRICADES, SCAFFOLDING, AND OTHER MEANS OF PROTECTION AS REQUIRED TO COMPLY WITH ALL STATE LAWS AND LOCAL MUNICIPAL ORDINANCES TO SAFEGUARD PROPERTY AND PERSONS. OBSTRUCTIONS SHALL BE PLACED SO AS NOT TO DIMINISH THE LIFE SAFETY REQUIREMENTS. 5. THE OWNER AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PHASING OF THE WORK. 6. GENERAL CONTRACTOR TO PATCH, REPAIR, AND /OR REPLACE ALL ADJACENT CONSTRUCTION WHICH HAS BEEN DAMAGED DURING DEMOLITION AND /OR NEW CONSTRUCTION. 7. EXISTING CONCRETE SLAB TO BE SMOOTH AND FREE OF ANY GAPING OPENINGS IN THE SLAB, FOR A SOLID SUBSTRATE OF NEW FINISHES. 8. ALL EXSITING FINISHES TO BE STRIPPED FREE FROM EXISTING WALLS, WHICH ARE TO REMAIN. STRIPPED WALLS ARE TO BE READY FOR APPLICATION OF NEW FINISHES PER MFG'S. SPECIFICATIONS. 9. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THESE DRAWINGS AS DATED ON THESE SHEETS. 10. IT SHALL BE THE RESPONSIBILITY OF ALL SUBCONTRACTORS TO HAVE EXAMINED AND REVIEWED THE COMPLETE SET OF WORKING DRAWINGS AND /OR SPECIFICATIONS TO PROVIDE ALL LABOR AND MATERIALS FOR THEIR RESPECTIVE AREA OF WORK, FOR THE COMPLETE AND FINISHED INSTALLATION IN COMPLIANCE WITH THE INTENT OF THE DRAWINGS AND /OR SPECIFICATIONS WHETHER IT IS INDICATED OR NOT. ALL WORK, WHETHER INDICATED OR NOT, SHALL BE IN COMPLIANCE WITH ALL BUILDING CODES AND ORDINANCES WHICH ARE APPLICABLE TO THE PROJECT. 11. SUBCONTRACTORS SHALL COOPERATE WITH EACH OTHER AND WITH THE GENERAL CONTRACTOR TO PROVIDE MATERIALS AND LABOR THAT ARE NECESSARY IN OTHERS WORK AT THE APPROPRIATE TIME SO THAT THE CONSTRUCTION SCHEDULE IS NOT AFFECTED. THIS INTERFACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTORS WHOSE WORK IS AFFECTED AS SUCH. 12. ALL WORK SHALL BE PERFORMED BY QUALIFIED CONTRACTORS IN STRICT ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. 13. THIS DRAWING PACKAGE IS BASED ON DOCUMENTS, SPECIFICAIONS AND RELATED INFORMATION PROVIDED BY THE OWNER AND /OR OWNER'S AGENT. 14. THE DESIGN INFORMATION INDICATED ON THE PLANS ARE INDICATED TO BE A COMPLETE AND WORKABLE SYSTEM IN ACCORDANCE WITH ALL PRODUCT MANUFACTURER'S SPECIFICATIONS, EXISTING AND /OR PROPOSED BUILDING DESIGN, FIELD CONDITIONS, ETC. ALL MISCELLANEOUS MATERIALS, PARTS, DESIGN DIMENSIONS, WHETHER INDICATED ON THE PLANS OR NOT, 15. THE GENERAL CONTRACTOR OR SUBCONTRACTORS SHALL BE HELD RESPONSIBLE FOR THE REMOVAL AND THE DISPOSAL OF MATERIALS AND ITEMS REFERRED TO AS "DEBRIS" OR DETERMINED BY THE ARCHITECT OR OWNER TO BE REFUSED. 16. THE GENERAL CONTRACTOR SHALL HAVE MADE ALL REQUIRED PROVISIONS FOR THE REMOVAL OF THE DEBRIS ON SITE, HAVING CHARGES, DUMPING FEES, ETC., IN HIS ORIGINAL BID SUBMISSION. 17. PROVIDE ALL CUTTING AND PATCHING IN EXISTING FLOORS, WALLS, AND CEILINGS AS REQUIRED FOR ALL TRADES, EXCLUDING REMOVAL AND RELOCATED ITEMS AS SHOWN. 18. REMOVE ALL SPECIFIC ITEMS INDICATED ON DRAWINGS, ALSO REMOVE ANY OTHER ITEM OR CONSTRUCTION AS REQUIRED TO ACCOMPLISH ALL NEW WORK AND /OR REVISION WORK TO EXISTING AREAS AS SHOWN OR DESCRIBED ELSEWHERE IN THE CONTRACT DOCUMENTS. 19. GRIND AND /OR FILL ALL PROJECTIONS AND VOIDS IN EXISTING FLOORS AND WALLS AS REQUIRED FOR ALL NEW FINISH, PATCH AND REPAIR AS REQUIRED. 20. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL SIGNS, BARRICADES, FENCES, LIGHTING ETC., AS REQUIRED FOR THE PREVENTION OF THE PERSONAL INJURIES TO THE OWNERS, ITS EMPLOYEES, REPRESENTATIVES, CLIENTELE, OR OTHERS WITHIN THE AREAS OF CONTRUCTION. 21. THE GENERAL CONTRACTOR SHALL TAKE ORDINARY PRECAUTIONS TO PREVENT THE DISRUPTION OF PROTECTIVE DEVICES DURING THE COURSE WORK. 22. GENERAL CONTRACTOR SHALL TAKE ORDINARY PRECAUTIONS TO SECURE AND PROTECT MATERIALS. MATERIALS ARE TO BE RELOCATED OR WAREHOUSED AS DETERMINED BY THE OWNER. 23. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE PRIOR TO COMMENCEMENT OF WORK FOR THE OWNER'S APPROVAL. PROVIDE 1 # 5 IN CONC. FILLED CELL ADJACENT \ TO OPENING TYP. DOWEL 6" INTO TB & FTG. EXIST. TIE BEAM LEGEND Flpyz` (AJo 1.0') F I. R >12_" (,vo i. LEGAL OPENING: DOOR EXIST. FOOTING COORDINATE LOCATION AND GEOMETRY OF OPENING'S WITH ARCHITECTURAL DRAWINGS. WALL FRAv EXIST ELEC. LT TO REMAIN 1# 5 AND FILLED CELLS EA .SIDE OF DOOR SEE DETAIL NEW DOORS AS PER PGT - PCA#99- 0506.02 FRENCH DR 2.3'0" X6'8" IMPACT GLASS- 75 PSF, -75 PSF. WIND PRES.INT. ZONE #4, 45.55 PSF, -48.5 PSF. Existing Open Terrace 4" CONC. STEPS ON GRADE W16x6 - W1.4xW1.4 WWF ON 6 MIL. VAPOR BARRIER THRU -OUT TYP. EXIST. ELEC. LT FIXTURE TO REMAIN Exist. Bedroo Exist. Closet Exist. Closet Exist. Bedroom Exist. Bath Exist. Kitchen Exist. Garage Exist. St • age INDICATES EXISTING OPENING BLOCK UP WITH 8" C.M.U. STUCCO FINISH TO MATCH EXISTING. INTERIOR - 172" P.T. WO. FURR. WITH 1/2" MIN GYP BD. PLASTER FIN TO 8"x12" TIE COL. W /4#5 EA .SIDE OF OPEN'G. SEE DETAIL NEW DOORS AS PER PGT - PCA#99 -0716.01 FRENCH DR 2 -3'0" X6'8" WI SIDELITES EA. SIDE IMPACT GLASS- 75 PSF, -75 PSF. WIND PRES.INT. ZONE #4, 44.15 PSF, -47.09 PS Exist. Family Room Exist. Living Room Exist Bedroo L O 7= 2 2 (5 o') 6A5r /z /NCG UD E D Site Plan DESCRIPTION REFER TO SURVEY BY: ALL COUNTY SURVEYORS 4/23/98 8" CMU WALL .-a 9.90 1 \G AT DOOR OPEN \GS /0 A5P/I- A LL E Y /7. 30i L' '75. DD M . N. . J ", 997 l91 /0.25' 9_ /. G,O' 7koa' P. d { A P J. ...__, LvT - � }} 3 / NcL VOEo /O A' •_ Sr /4Y A'E .„,99 5 7 E Er F. /.fe.`h CNo /.c.) r,.p yz CA/0 1.D) 30' Nef- Q pi ■ _ d = 90 °041 ad A : 39. F.= 2 5.0 CND 35.39' 40" 5 1/16" Floor Plan 114" AREA OF PROPOSED WORK (LIMIT OF CONTRACT) 2'c) Benavides Architects AR10063 BROWNLEE RESIDENCE Door Replacement 899 NE 99 Street Miami Shores, Florida Floor Plan & Details Checked By: Revision: 2000 A Sheet: Marina Lake Business Park 4900 S.W. 74th Court Miami, Florida 33155 benavides@prodigy.com 305 446 2046 305 663 9592 OWNERSHIP OF DOCUMENTS NOTICE DRAWINGS AND SPECIFICATIONS, as Instruments of service, are the exclusive property of Pedro Benavldes, Architect whether the project for which they were prepared Is executed and constructed or not These documents are not to be reproduced in any form and they are not to be used by the project owner nor any other entity on any other projects or for any extensions or additions or alterations to the original project except by written authorization and permission from and agreement with Pedro Benavides, Architect C: \PROJECTS2000 \BROWNLEE Date: 12.10 .2000 Scale: As Noted Drawn By: H.R. Of: 0045 1 P.B. 1 X 4 WOOD BUCK WITH WOOD CASING A � wire erlr AlDficT — 0 51111 AT 2'- 0'/2'— e /3' -0' StDELITES STILE AT 1' -0 e: 1' —e 4o11,0c 70 ooc ALVM. END CLIP EACH END) ATTACHED DIRECTLY TO CONCRETE 1/4 X 1 3/4' CONCRETE ANCMOR� (4) PER CUP 2 X 9- X 1 /a- TUBE MULLION WITH END CLIPS FREESIA/ANC SDEU1E FRAME ADM 1 /g' 1/0- DOUBLE APPLIED 1' WADE (STANDARD) NOTE: THIS DETAIL IS REQUIRED FOR SPANS GREATER THAN 9' -0 3/4 -. SEALANT DOOR FRAME WIDTH f14 X 1 3/4- HEX HEM 4- 1— L J Right Side Elevation NEW DOORS AS PER CGI - PCA#99 -0716.01 FRENCH DR 2 -3'0" X6'8' SIDE IMPACT GLASS-75 PSF, 75PSF. WIND PRES,INT. ZONE #4, 44,15 PSF, -47.09 PSF. NEW FR€NC- DOOR AT EXIST. ,NINDOW OPENING, R FER TO FLOOR PLAN NEW 8"X12" pONC COLUMNS #3 SIRRUPS I@ 12" O.0 EPDXY 6" MIN INTO EXIST TB & FTG EXISTING D ©OR & WINDOW Rear Elevation EXTERIOR ALUMINUM DOOR SPECIFICATION ( residential hardware ) -0" 8' -1 1. Doors and /or Sidelites and /or Transom shall be Series SWD 101 as manufactured by PGT in Miami, FL. 2. All products must be Miami Dade County Approved as Large Missile Impact Resistant without requiring shutters;. 3. Products shall be rated to comply with cyclic design loads (after impact) of 100 PSF at 3' -0" x 9' -0" panel scize. 4. Aluminum finish shall be : (White ESP or Bronze ESP) 5. Glass shall be • 1/2" thk. (nom.) Keepsafe Maximum (Saflex) Laminated (products with exposed plastic such as Polycarbonates or Sentryglas that can scratch are not acceptable) 6. Glass color shall be : ( clear or gray or Solex green or bronze) 7. Products shall be glazed using extruded glazing beads and glazing adapter which simulate a wood profile. Thin roll formed glazing beads are not acceptable. 8. Doors shall have complete standard residential hardware consisting of : Hager 4 1 /2" x 4" Solid Brass or Stainless Steel Hinges with Nylatron anti- friction bearings and non - remo'voble pins -' Titan single cylinder deadbolt (at active panel) with patented CGI three point deadbolt lock mechanism - Titan levers of active and inactive leafs - Pairs of reinforced flushbolts at inactive leaf - Extruded astragals at active and inactive panels. - Hardware finish shall be : Polished Brass or Antique Nickel or Chrome 9. Double applied raised colonial muntins simulating o wood profile shall be used if and where detailed on drawings ( plastic corner inserts are not acceptable at muntins joints ) - 0' 1- 1 COON TROY woe EXIST. CONC BEAM ABOVE ,— EXIST. DO_PWT BE BLOCK D -UP Dos TRIM[ W1 0 3 -2 1 PAIR OF DOORS I F'- 3- 114" NEW DOORS AS PER CGI - PCA#98 -0506.02 FRENCH DR 2 -3'0" X6'8" IMPACT GLASS- 75PSF, -75 PSF. �' PRES.INT NE #4, 45.55 PSF, -48.50 PSF. N FRENCH DO R AT EXISTING WALL OP: NING, REFER TO FLOOR PLAN PO IVDE TIE DO N EA. SIDE. SEE SH .A -1. 1--1 —14 — 1 1 1 1 1 J 114" MAK ht DOM r. MMTN ANN NM. WINO 90ELRE 11 *1M SELF MATNO S.nC PANEL EXIST. CONC TIE BEAM ABOVE EXIST. WINDOWS e MOM YAM 9DEUTE IS 1 /1 . NEE >o 1LARGE SIDEUTE - DOOR - LARGE SIDEUTF NEW DOORS AS PER PGT - P CA#98 - 0506.02 FRENCH DR 2 X6'8" IMPACT GLASS- 75 PSF, -75 PSF, WIND PRES.INT. ZONE #4, 45,55 PSF, -48.5 PSF, NEW FRENCH DOOR AT EXISTING WALL OPENING, REFER TO FLOOR PLAN PORIVDE TIE DOWN EA. SIDE. SEE SHT. A -1. SEI�I�S PD 101 SWI \G BOORS / SIDI- - L_ITPS . avHes Architects AR10063 Benavides Architects AR10063 BROWNLEE RESIDENCE Door Replacement 899 NE 99 Street Miami Shores, Florida Elevations & Details Marina Lake Business Park 4900 S.W. 74th Court Miami, Florida 33155 ben avides@ p rod igy.com 305 446 2046 305 663 9592 OWNERSHIP OF DOCUMENTS NOTICE © DRAWINGS AND SPECIFICATIONS, as Instruments of service, are the axcluslve property of Pedro Benavldes, Arohlted whether the project for which they were prepared Is executed and constructed or not. These documents are not to be reproduced in any form and they are not to be used by the project owner nor any other entity on any other projects or for any extensions or additions or alterations to the original project except by written authorization and permission from and agreement with Pedro Benavldes, Architect C: \PROJECTS2000 \BROWNLEE Date: 12.10 .2000 Scale: As Noted Drawn By: H.R. Checked By: Revision: 2000 A Sheet: Of: 0045 2 P.B. 110' 1 i2 --�-�- -- 12 --- Subdivision -. / easibssfil aat bt / zelletradytir 399 N• 99 85' 85' ST., T-EsRR., ., 6T,, —Pi✓. Legal: Lot No. Block No NOTE: 1. Show existing buildings and additions. 2. Show distance from property lines to buildings and /or new additions. NORTH ARROW 1/ - C6LiAIG CAOACiry- 40 Ora N "-WeArt4 Mici7Y- )44eco saw itkatrt r01 PERR1N att$ brew - ,o IfiR YOLXA3� 20812'JO E(spo it'r. oatuF „ afro - a 00 74'lA /008 MQ/LNf 8WN742P MIAMI 1422E5 rd )0-11-84 • { • `••••• a` ` .10 . -.s twero 1 I.A li FLA r K a, 4.5 K.?:" PPS Kra N r t3� avxt e C ¢t1C:. k 1C' P, ZKe. 16s''4;01.' 4T cre EPA 1.11'4 7 2k6: IeQriGr I 24xdC*NCLrao • • • t<60 r s P�,yw d oP ti Qi.1 49{ACC tt = P?LA/ — C - r t ATC.14 3r =- 4 : :»)C. C AP: G �t 1 v M -- � r• 45 " 60 • • _� _ S ; ..� ° a .. a :! WALE L gel P` µ 1a. -=- -. ( gat - Imvt, h To_ t>CV &T 144 WitLI;... .ceat $ 13.: x t 5:t r 1 ‘ , 1 - . j? it 3.N_ 9A T 1.0 4. :1? x - 11 - �.s.�:.. . _fir, .•■• i tiG Fs 0 :O_- - r. „ O � x . A It' ;:.� } . A L N.;5 u r , OA At-iv 5 K ' $‘,- Ifni* 8 4 - 1 3 _ , R 1 to )4:xxiNadA?. _ _ t6_rttAc_: ,.v0i N 5j)y.PO'rZT OF t��t 5vr RO Kit 'TNLLow x AllIA I3s.pj1 . c M.' DEPT. OP, ENVIRONMENTAL RESOURCES MANAGEMENT METROPOLITAN CAGE COUNTY ENVIRONV NTAL FACILITIES/ ONLY / APPR•V " H 33 i1 _1 Z: .4 To .a. 5.:.'" 01"<;" CHARLIE$ 14,KARISI AR 14 MIAMt RI • LATE Cz.v.T Lt 0 14 3,2 n 3r ft IXTill 'h P, .-r Th .: 1f a �. , c Ci , . gt 1St.i11 hI r at,t WITH GdNT1 ouS`ie .T': o 5 CA1. `. - , 0 t- ` ,) - ` n.T 4 ..--... . . • .. _.,., ..'..F ;a. • tl P. )i }f.}.h' 'd"'�tiz.�''. ri<. ` OU?LIN/ 81401t1CA • 0 Oat ra.gtor shall Procure and _paY_ for all permits; to!ap 1igftba, power', teAaP toile s, ax:tQtla liiaurtinoe end pay: for all' deposits re utred$ depoaita to be changed to O�iderts faits ab . daapl tion, oi' fob, E3gntraotor shall protect hiiaelf and Owner fro *r.}_eny and e,ti of Aims under Rork aants' dompenaatlon Acts or per/101A' la jury or death, *stmt. Glinal Ea, Miy, cllongea► trade by_ the Owner oeus b eel extra. to` original oontreob; xust be agreed on as n pride 'aria .. signed by Owner before• work le done, • pp _ LATIO1i '.Cogtralttor shell aomplywith all laws, ordihpnoea' 'state and 1oof oto, • Qntredtsoa `shell remove all rubbish, *Ion all glass, tile fixturoa eta° and leave n uaaai �g- brooe oleetiA . 4 .. CASIi.ALLO17ANOE8 shall be' included is the oontretot All eueount8 shall bs IdjUst*d to aatual'oost°' er o i'� a"' y aTfterertoe if items poet more than eilaaaroe • and reeiiii tired 6 ° if ioab' is less. bid,hbint fixtures , f.1350001 Complete Yetnity $135 ilerdware $20 ` ra 911i All oonorebe shall be 2600 P, 8e I, , scnorete at Ze ;days Re3,nforoi"na shall be ad shown. onora e1ilook shalt bo 8" x 8," x 18* set true and plumb in full bad ot,saortar, Mortar. shall be 1 prart tamant, 3 parba sand. thoroughlx aixe1 with See ,raterfto Ling or equal skeC fl tRT A studs. eto .shad be 2 Cod ' L.L,y3P, to Warped or oheoked lumber " shall: her use against masonry ahal11l be prespure treated° 'Alt windows shall be 4luminu* awning:typebx#lich. Interior doors shall be flush• bellow core paneled door of bitch goods:,; The east wiado% iii *slating F1orld81, Co.s.ebd2 .114 re Ved and ()tit daw.ri fit ,against the new block well; Thisset windows in .the Florida Room shsl - be removed end wall blocked up as shown . with new doorway; The door that shall bor •a: narrow, plain ttis to match existing haute and the bee* shall, . .1ikeaiae match the. exist i15w house, ; .. Ta1J * ifORX . d ACO)$SSOR1E8 $nth. roou't floor , shelf have Cetamio• tile arld the welle . shall: have Pleated Kti the 4e above 'ttie tle.or,and the tub. Door slia 11 hsv.`s a marble threshold. All.srindows" shall hale white .,MmximItsi marble Sills° Provide and ipstbtl a aoreplete set of'.irhrome plated: aplesiorioe with rep towel bars se selected by` the Owner is the bsth roost ' . a SIUCCO 8s P.LAS`18R S - be tee coats.erid 6/8" thidk end the; first coati Shall` be`.w.atsrprkott ado the ,e. ; ,r,, v ,all,s 'shall be plastered two ooata Aid finished with a lights texture„ The bath, room and 'o o et Walla shall' be, troweled, to e`' saoath hard finish arith senrt aeX}en!" or squid " All : lath aheitilbe., gy'rranist, j . PIA/M8110. Shall'•inoIude a conploto bath roont oonnectine' mate, pipes of proper site copper to exiatirg. piped . in adjacent both too* and run serer pipe, to nevi aeptio tank as show4 ,3 Awl .V Cfliah end.instfpll -a" Standard bath tub Salt . 125 »E Q ' with 100 -4 bath and e�h rser combinations a r ,a sod i9 drain ,and a 3tande►Ird i � a. •so bin tank sad drain field. Water otoeeb tsX Cadet", Y ?1221,10 the ►1X1 t'urr►ieh the Vanity with lavatory eea ': shall be aonneoted, by the P!w.beir° 1 • • $. QTRIQ Install outlets ea shown .on the pls.it and *onneot , to to presents elbabria eyyeess aria it the 1�pa i to great Ti exhaua sorvYOe ' s resent, serviea install an ` fen,. r ass tihe, s for the , , �ts�y>s �A in th' ' ex1 b bath with vent. thru the rr of Sand bospeot4d to the a ratio ligAt seitQh A ter, o at' COO and woo-3 eurt :shell be ' . ainted turd *oats d .•in t paint bo o existing haued'a ell inbeirior plaster' !reads end %ootl trl..e shell! ba painted two coats :>aa. o s; off' vinyl peinto Doors shell be • ;eiried and given two costs of vernisb, f hater WellsiJo bath . rows may radOiYQ 404 11! - , d 4UARANZRR All work_ino1'idiag Late s l#a11 be - guaran it a,ritlag fQt.r at ' 'period .ot one yeah. after Pine • payment fe - all relseas of 'lien& er& urni b the ,Owner LLCoiitra }oto,1 shell bear a p`ense:: o '8137,1'4 or replacements ne tie sary` during th a pbriod° r ' , • • 0 ,7 e $.) 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FL CHA1 S\ 4 Co • E c =00?-.% -rc A , h. s t £.i 4.' -•C7" ' t_ C . i L. 1 14 :+— P ;Kt ........,..,.....«�.: e r .... ..... ....:....:.........oc.. e.,.«.,.. „.,. ...k. ,^.,..- .�,..<, ...... �- ..r.�.r�- ,« -... v �,,. «. �' "'1.,..." ,. w:.. ..r._ r ih �..3�. I f A ^ 1e ° ._ rt s r t ✓ 1 r • �. • 1 ,- l ai r 2 \ T t • �s. �F w . • y r ��+L . \ • ' • Nos to • \ •CO • O. " r • a • \ G9G li► A L.• Sr' i • 1 ° 00.V.ss. W 1a ? a4i' 1r C .. . 1 , 5L: i "t G. - r r%h: «-, L i 1 4 ; r r / i r a - rt4 y �yVtY\Cyt�.- t�_ ; `5 � k Cw.tFQF fsf r 4 , — W i. c. I{ a e ! c. 1 N 01 tit . — 1 1 I; { 1 h. fir. b i ti:.:. >..,r , `'9 tt etr- • .E,(2 2. (2-4 'V! 1 r > FLOOD t5!10 (30 IS(.! V.34k etya.E.17. LA ER 3 3 3 p Lel, A v -M.- CORAL CAHLE-.3 , FLA. 3313 4 OA DE: (3'5) 444- ?C” THOMAS 0. 'KELLY, INC • s WiVk Y NO, ...21.22 411- 8444 LAND SUli V t f'013 va L 23 E '1 of :Int 22 1 , 169 CV:',FiC(NG TO THE' ).'r THEREOF 4 ;N PLAT 900K No.... D rE: 10-21-95- . FOR, puaL ri.e.,:()Fr.,,s rI_OR1DA. ,rattaii•G*/.11 LOCATION SKETCh r,r; A L , „ . . •= 46/-' 74-47, r —-) T /;--- I - a , ■ , • .22/' i f . ,4 : 5',i 24 ' 4) , 040111fLtr • f i t 1*, / 1, A I 1 4 4. ',..":',(7 •lef." ..,1'4%14'f- , . I . . C 7 p- \-,,,, i , 4 / -' R ,-1 ; v / I ( St - \ i i ). • s C) t_ ) 4 ( (f) \ • _ At' PAGE N. RICHARD 8. SCHULTZ & GAjy E. EATING _ 41,1e5"Iru 699 N. E. 99th Street Shore Flaciria 33138 Z(102 ■;(i. , ;,, t H I ' 4. A F WOO H A ZAR D 2 ri (0: 120652 ......,..)( THIS 13 NOT A FLOOD HAZARD ZONE C.OmMUNITY PANE L PANEL N. - _ SOFF1x. : ...,_....._____...._:_a____......,. °Ale: OF FittSA ; .,..,..._.3.:2:14._ DASE LC) EL F.'''. :,.......4,....a..___; L.C;vrE$T FLOOP ELEV. '...._-11.,..d....--. lintiEST A.DJ. GRADE : .1.1.ka....„._ NOTE : LINDERGRCUND ENCROACiiMENTS, IF ANY, NOT LOCATED. Ell,.;ROACHEIENv; NOTED: I hereby certify lho1 this sketch of surey of roe obcve described property Is it).16 f2fid r.,C)/160 to the best ot tny knowledge and belief f.79 I.e.) rveyed ot4 plQtted urder iTiy diiecticn, I Nrther certify thof • this suivey meet the rnittirnign r„Iluiraments adapted by 0 Soole y---ot -14 ofessionol L.ond Surveyors ond the Florida Lond. Mfg Assootation and alsO PA. coda, There no e roachm ni3, 4 XV90 . 01 845.04 •- • - --e4 ° - - 1U- -95. 5 Noe,: 1, if 9h(A.,n,(20qtiri43 oro to on osSumed meridian (by plat ) ,g '-- — 1 i.YO ET Pie 2. If shown, elevotions ore refonld WON, Odtuni 1929 11 Professionnt Land 9 44 , 40150 3. This is o Ion d. $iir vty, Stots fl Florido Cloeurt hove I :7500 VIIIIVAIThottAtLe".""""~.*"."=","....11".4".""101.0."IL.,11NA"."14.006". ARCILVI,"" "111"1‘..." "11"RINT a." 1"flor"PrIk tdamix. - - — -- NO Y3ii d Url (1 itIti 1 W t ' 1 An Er"b-sted r,sy:rr's Sec!) ........,....................SCAL.E ...- :,-....,/ QOwG( ?ete This ;property described as: Lot 23 and the East of Lot 22, Block 169, SECTION NO. 8 OF MIAMI SNORES, according to the Plat thereof, as recorded in Plat. Book 14, Page 33 of the Public Records of Dade County, Florida. Pipe Fnd NOT VALID UNLESS EMBOSSED WITH SURVEYOR S SEAL 00 e. 99 �'� As R. `� ai a � j Po IQ ) -= 15.00 - �i pa End 1? .. � ti �.pOVGr + 2Adr`dS UbUY (TYPE Concedie 0 3,1 1 0 ' L ' L 0� i => So 25 25 i ' I w Ti a) 2% v One etc e 0(C; f o )3 ‘ 45 ' 20 . 0 1 -. t3.c15 / . \ " c) 2 4o MGR -GAGE: SUFivf_Y 1 HEREBY CEHTII 'rat thy ',Jr e ey represented hereo , rt,Jets t vii li- rnLm technical re el )ants a )op aJ by tr,e F S.P L S.. the F T.A. . ar d me Boa d of Land S.,rr.ry is Thee re no encroachni r,,s. o arlaps ea: e- rr,enta eppearu)g on the plat cr v�s� rla easements otna thayas silo vn here i? °�` ' ' ;� .'lug r ' rr. Reg. Sr. v :y r a .__.. _ C) C) Ct PROPE R f Y Ut Perrin, 399 NE ) t li Str 2e c , ` iot•t t. •+;? ' •p i 22 2 6.- ditere `1 < l` 4 ..\ DwatC wit. Asp c) 11.65' N P{pe Fr.d frAI t Fs• �} Ir, ;201 a:,ri sins Y Loc.Artot4 SKe1CH 5.41Aid I ° 15o ar lxx 4 30 :0 6 0' ro I iZ iv t • r,N NES and GARCIA, INC. DRAWN LIY DRWG NO 184 -6920 6 6 co cc a cC 4 LL 8 4 IINC311. .t Rt. LAND SURVEYORS - LAND PLANNERS mdi it 1 \i class: P.O. BOA 561131 / Miami, Florida 33156 Office A 1( re. .s: 4080 S.W 84th Avenue / Mlarni, FL 33155 DOOR HEIGHT • SECT :ON ' BRAC':E" > > l,4CE. BEN TS • 15TIN01� °714TH 15TH 81 1 82 83 e4 1 85 86 87 88 6> 0 b' -c _g_ 8 tE t8 IN/A 11 - ;/ 1 "� 23" :s • 1� I 56" i-7 _ ' 2 ' 1$" I i5 i21 'N /A , II 1 - /J " 23" i 34 s5' I 56 57" - 7. Zt t" 111-3/4" 1 23" J 34 . 7. -3 - 1 3'8118 1gr' 1' !l1 -3/4' 23' ' 5" S6" 57 " 78 -1/4.. 3 -'J' - \Fi �I/�AIC 2 I1._ 18 21 .�C All IIOCI']rn ��.r��r.r 1 11 -3 4- I / I 23" •1 rr �.��.. 34 • 4 +5" 56" 67 78 - t /a" _ HORIZONTAL REINFORCEMENT 1 /2' X 1 -3/4" < 1/16" ALUM TUBE GLUED TO PANEL AND FASTENED TO VERTICAL STILES 'WITH (2) 3/16' POP RIVETS HORIZONTAL REINFORCEMENT 1/2' X 1 -3/4" X 1/15" ALUM TUBE CUT TO MISS R18 GLUED TO PANEL AND FASTENED TO VERTICAL STILES 'HITH (2) 3/16 POP RIVETS 21' PANEL 2 SECTION A —A POP RIVETS 14 'A CALV. STEEL AOJUS•.81E SLIDE FASTENED 10 BRACKET / W/ 5/ X 5/ HEX -EA0 M. SCREWS & NUTS. 12 CA. GALV. STEEL TOP ROLLER BRACKET (DOUBLE) FASTENED w/ (6) i 14 \ 5/3' 3.14 S. 18 CA. X 2 -1/4' X 2" CALV. STEEL U.BAR =E'NFORC: r0 "PUSS 3 CE' •'R OF 7 0P SECTION TRUSS FASTS "•ED TO A LL . _R1ICAl STILES w/ TWO a 14 X 5/3" S.M.S. 7 /15 DIA X 3 -3/4 ROLLER SHAFT OPTIONAL EPS- ExPANOED POLYSTYRENE .NSULATION BY APACHE PRODUCTS CO. DENSITY 1.07 PCF N.O.A. 98- 0409.04 14 CA. GALV. STEEL ROLLER HINGES FASTENED W/ .4) ,fi 14 X 5/3" SMS MN. 24 CA ROLL FORMED STEEL PANEL DRAWING DUALITY G - 40 MIN. YIELD STRENGTH 34 <SI WITH PRIMER AND BAKEC- POLYSTER PANTED TOP SCAT APPLIED TO 80TH SIDES CF STEEL 12 CA. GALV. STEEL BOTTOM BRACKET FASTENED w/ (4) 4 14 X 5/6" 5M5 BOTTOM SEAL .039 ALUM PLATE WITH (2) 1/6" X 1' S.M.S. ANO RUBBER WEATHERSTRIPPING FLAPS BENT CVER PANEL 1/2" PUNCHED HOLES 4" 0.C. 18 CA. X 2 -1/4' x 2' CALV. STEEL U.BAR REINFORCING TRUSS BOTTOM OF BOTTOM SECTION TRUSS FASTENED TO ALL VERTICAL STILES W/ TWO 14 X 5/8 S.M.S. F CR 20085 MORE NAN 3 1 HIGH USE 4 0DIT ONAL TOP BRACKETS AT 10• 0 5/16' X 1 -5/3' LAG SCREWS NTO W000 OR 5/15- SLEE = ANC1.TRS WITH 1 - 1 /4' EM6ED , NTO MASCNRY 3 PER SRACKETN 24 CA. STEEL PANEL END STILE — 1kIS DRAWING IS PROPERTY CF DAB DOORS INC. CCPYRIGHT 1998. TRADEMARK PROTECTED 00 NOT REPRODUCE WITHOUT 'NR1TTEN CD ;ENT. 2• '/2" < 4-1/3" < '3 A. STEEL PLATES WELCEL TO 1 - 1/2" ( 1 -1/2' ( 14 CA. ANGLE PATENT PEr•IDING • CD CO n \I TRACK CONFIGURATION . CAST ALUM. CABLE DRUM GA. CALV. STEEL TRACK WOOD FRAME BUILDINGS STUD NALLS OR DOOR OPENING SHALL BE FRAUED 50110 BY NOT LESS THAN (3) 2X4 PRESSURE TREATED GRADE 2 OR GETTER W000 STUOS. STUD NALLS TO BE CONT. FROU FOOTING TO TIE BEA( W000 BUCK CONNECTION TO MASONRY TRACK SHALL 8E SECURED 1MTI4 TRACK BRACKETS TO PRESSURE TREATED 2X6 WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED RE MASONRY B WALL 0R CONC. COLUUN INFORCED W/ 1/4' TAPCONS WITH LOCK 1 -3/4" EMBED ANO A SPACING OF 10" O.C. OR 3/3' DIA. HILT! SLEEVE ANCHORS, 1 - 3/4' uN. EMBED AND A SPACING OF 12' 0.C. THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED W%TH FOUR 1 5 BARS EXTENOING INTO FOOTINGS ANO INTO TIE BEAUS. ALL BARS SHALL BE CONTINUOUS FROU TIE BEAUS TO FOOTING. =PARATION OF JAMBS BY OTHERS 2 X 3 -12' X 12 CA. TRACK BRACKETS 2 -3/ HIGH CONN _ _TED TO TRACK WITH ONE 1 80LTS dt NUTS. E "rq►: JR. lft. I4AY01174• FAR000 • . $TRUCTURESfs 'FLU: PE; • tt'S5) - •`.�'il .• ) • .�' ,1' '3 9 HORIZ. TRACK SUPPORT APPROVE AS CC'; PLYING WITH T4 SOL FL DA FUILOI ?.0 C4:D: au, 9G r - Li— • •"• SY PRODUCT CONTROL DIVIS:C:'i CC_E COMPt. NCE 2FF:C A CCEF ANcz itio.9 - 0g0l • t O 11 0 0 W J a 0 w CC to 0 N N I 0 g 4 • Q J t, • Z ~ z — co w N 01 p 1 to O 3 Q 0 Z Z O to O lal v . H I CD (» < y Q CI drawing no. 98 -01 knee/ 2 of 2 0004 woptt co•r9sts ,y 6 - 6 2 SECTY•S 1 5 %Crofts 21 5• -9' t SttT Km te' 13 SE crows 21 " r • SECTONs 21' - r- 3' - T• -6 SECTONS 1e• - Y -4 • %crows 1 S 1 SECTp• 27' 5' 3 SECT IONS 15 2 SECTIONS 21 e'- 3 SECTOrs 1 e' 3 SECTONS 21 S -6 t SECTCM 1S 6 SECTIONS 21 5 -5 S SECTtcnS 21' 9' SECTors 16' l- 5' -3' 5 SECT On 1e 1 stria. 21' 4 -6' • SECTIONS 1 e' 12 UCnONS 21 4' -5 3 SECTIONS 15 SECTIONS 21' 10' SECTIONS I s' 14 SECTIONS 21' 10' -3 l SECT/ IS" f5 SECTKOMS 21' 1O' -6 5 SECTIONS 2' - 1 0'-4' s $ECTOIS 1 I1 SECT»• j1 11• IS SECTONS 1512 SEXTONS 21" 11' - • SECTONS 1 8'13 SECTIONS 21 " . 11• -4- t 3 SECTEWS to - r4 SECTIONS 211 1 1' - 9 - IZ sic ors is Is Stvon 21" 12• t =TONS IS" IS 5ECTI,AS 2 1 '2' 7 cr (s 21'1- _ 12 -5 5 SECTIONS 1e - 12 Steno's 21 '2 -r 5 SECTIONS 15'13 SEC'>Q+S 21 13' ICTOtS 15'14 •CTea'S 21 ' 3'- 3- r SEXTONS 1 S I S ..CTXP'S 21 13•- SECTIONS 15' 13 o►S 21- I3'-4' • 4 SE cod ' 14- 17 sE cysts 21 u ' }}}}�� SECT IBS 2 1 K 1 4 • -3' gcTI 5 15'13 SE11>Jh 21 I•' - 4- Mal IS I. 30;76 71 aS '�C - atTE16 21 t• -9. 14 SECTrsrs 1 s 1 5' I SECTrus 1Y'15 '5'-3 12 SECTK) 5 15 scoots 21' 1 S-6 11 ct1Ut •s" 15 Stcycs5 21' 's' -4' 19 SEC' o Ns 211- 1 E' [1 scoots ICI • 9:L 21 GENERAL NOTES Tr S STRUCTURE IS DESIGNE0 AS PER THE SOUTH FLORtOA BUT' ■w4G C00E 199 COITION FOR OAOE COUNTY. ALSO FOR WINO LC .JS AS PER ASCE / •88 USING CORRESPONOQ+G LOADS- 2 ANCHORS SHALL 8E AS LISTED. SPACED AS ;HOWN ON DETAILS. A "CHOR EM8EDUENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3 ALL ROLTS. NUTS ANO WASHERS SHALL BE ZINC PLATED CAR8O N STEEL. 4 AN ■OR1NG OR LOADING CONOITIONS OTHER THAN THOSE SH0441 w THE'.E DETAILS ARE NOT PART OF THIS APPROVAL. 3 CA. STEEL TRACK BRACKETS SEE SHEET 2 FOR SPACING QPTCt4AL STOP MOULDING Elf 000R INSTALLER STEEL TR.AcX BRACKET FASTENED TO WOOD JAMB 'M i ONE 5/15" X 1 -:/13 LL=0 SL'Rf: SOUTHERN PINE 055 S.C1 _ • 14 C.4- CALV. STEEL TRACK FASTEI$D TO TRACY PIATFS r/ 1 / 4 -20 X 5/8- r•uSS •-+U. SLOTTED U.S. & LOCK NUT d OUTSIDE HANDLE CENTER STILE OUTSIDE KEYED ' - OC1C LOCx BAR LOCKING SHOWN 14 x 1/2 SUS PER HINGE LOCK BAR CUIOES INSTALLED ON END STILE LOCK BAR ENGAGES IN TRACK ON EACH SIDE CF DOOR 1 /2 - X 1-3/4 X 1/16' VERT. ALUM TUBE -GLUED TO PAN L ANO SECURED TO ENO STILE WITH 3/16" POP RIVETS 0 12 0.C. 7 x 7 GALV. AIRCRAFT TYPE CABLE 1c NICO -PRESS SLEEVE , W/ MIN. 5 TO 1 SAFETY FACT■R 14 CA. CALV. STEEL ENO ROLLER HINGE w/ ( / 14 X 1 /2 ' Sus 1 - 7/8 - X 2 -5/8' .t CENTER STILE 14 CA. GAM r. STEEL 7/16' PIJSHNUT CENTER HINGE INSTALLED 014 ROWER SHAFT SECTION 18 CA. STEEL 14 X f. /3 S.U.S. rrr- -- I 2/ HINGE 9 ROLLER HIND;: - RIVETS SPRING LOACEC 5LOE SOL 1 )Cx =ICES; FASTENED ,v/ ■41 # 14 KI !.i 5/8" vw. LOCH _NCACE' 'I' CONF:.t 'D SFBC 3603.; RECAPDiNG L'..CE 00 OPTIONAL VENT - A4AXI1UUL1 OPENING AREA 80 SO. IN. • i CENTER STILE 1 t ii IAA:. 000R 'MOTH ti A 9' -0 INSIOE ELEVATION RAISED PANEL EM60SEED DOOR 5/16' HILT1 SLEEVE ANCHOR 01 EQUAL 1-1/2T UIN. EMBED INTO 1 PER BRACKET -i 3/4' X 2- X 18 CA. STEEL PAD DOOR MODEL 824 ENO STILF MAX. fat 9'-0" WIDE X 16' HIGH DESIGN PRESSURE RATING = + 53.0 PSF - 60.0PSF r T t;ii ___. 1S PROPERTY OF 0A8 DOORS INC. C GHT 1999. TRAOEUARK PROTECTED CO NOT REPRODUCE 'MTHOUT WRITTEN CONSENT. PATENT PENOING Engr. OR I.4 4NYOtS& fAR000 (LA. PC ,1" 16557 ) •• • 1 / r n M V D ac 0 S 10 MGM At coa rte P.' ?1 TEE SD'•mi FL OA EJ DIRO CODE ORTF U C - -i 1' - ! PRODUCT CONTROL OV(S -0i 1N3 CODS � C � G [ ' _Lkk'',CCE 3ff110E 'ACC's' fAf CE ii0.1° Qa1L1'1sv r � � Z a0� a ' Z 1► '. '0I W 1 O o i f:: 13 o es o n I O Cr a. S r o z F3 q S < I N v W ,I • 113 0 N Z E J ,. d • 3 h y W n °I n � J Z n g u d'ol'ing no. 98-01 (sheet 1 of 2 1 SPRING WIRE & DIA. INDIVIDUALLY CALCULATED TO COUNTERBALANCE DOOR LOAD. SEE TRACK DETAIL. EXTENSION SPRING SHOWN AS AN OPTIONAL METHOD OF COUNTERBALANCE. 8' MAX. •V 1 0 P 0 0 0 0 0 000 T0 ==a O 0 0 0 TO 9' -0" WIDE 0 0 000 0 0 0 00 0 0 tA (6)- "U" BAR 47" 58 74" WIND LO N x W x TES 20 GA. (.035') GALV. STEEL INTERMEDIATE STILE SEE NOTE 38 CENTER HINGE DETAIL 18 GA. ( END STILE [CUM 14 GA. (.071') GALV. STEEL. ROLLER HINGE FASTENED TO STILES w /(4) EACH 114 x 3/4" SELF TAPPING SHEET METAL SCREWS 6" NIDE CENTER SUPPORT FOR SPRINGS(BY OTHERS) GALV. STEEL 2.25" 'U' BAR EVA -10 N 3 3/4" MIN. CLEARANCE JAMB DETAIL N 4 0 z 9' OPENING 189 LB. /FT. POSITIVE WIND LOADS APPLIED ON SUPPORTING STRUCTURE 3/16' (.189") GALV. STEEL TRACK (2) 16 BRKTS TENED 1 TO W00 JAMB LAGS PER BRACKET 2' GALV. STEEL TRACK -- - FASTENED TO TRACK BRKT'S WITH 1 1/4 -20 X 1/2' BOLT & NUTS TRACK THICKNESS .072" 2' STEEL ROLLERS (7' LONG STEMS) ttftttf 1 2.25 I mo-- 23' — U -BAR DETAIL DS ON STRUCTURE Wfttifft .50' DADE COUNTY CODE 20 GA.038) GALV. STEEL 1 1 21 5 LB. /FT. NEGATIVE WIND PRESSURE 42 P.S.F. POS. 48 P.S.F. NEG. NOTE SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WINO LOADS SHOWN ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. 24 CA GALV. STEEL (SEE NOTE 2) DOOR SECTION PRIME PAINTED & FINISH CCAT OF POLYESTER PAINT STEEL STIFFENER AND —\ VINYL 'WEATHERSTRIP HOLD I :P. VINYL WEATHERSTRIP HORIZONTAL TRACK SUPPORT BY DOOR INSTAL FR (TO SUIT) SEE DETAIL ON THIS SHEET U -BAR FASTENED TO VERTICAL STILES WITH (2) EACH 114 x 3/4" SELF- DRILLNC TEK SCREWS DOOR SECTION 14 GA. GALV. END HINGE ROLLER CARRIER BOLTED TO END STILE WITH (4) / 14 x 3/4' SELF TAPPING SHEET METAL SCREWS. .091 • THICK GALV. BOTTOM FIXTURE BOLTED TO ENO OF SECTION w/4 114 x 3/4' SELF- TAPPING SHEET METAL SCREWS. roll -Ilto 10407 ROCKET BLVD. PHONE ORLANDO,Fl. 32824 (407) 857 -0680 ( ) TOP VIEW EXTENSION SPRINGS ARE SHCWN AS AN OPTION ANO CAN BE USED IN PUCE OF TORSION SPRING AS A METHOD OF COUNTERBALANCE. OPENING HOT. + 12" .103' THICK GALV. ADJUSTABLE TOP FIXTURE BOLTED TO END STILE WITH X14 x 3/4' SELF- 1 1/2" x 1 1/2' x .088" GALV. TAPPING SHEET uETAL SCREWS. STEEL ANGLE FASTENED TO WOOD JAMB w /(2) -5/16' x 1 1/2'' LAGS PER FLAG BRACKET. 2 1/2' x 3 1/2• x 12 CA. STEEL PLATE FASTENED TO ANGLE WITH (2) 1/4' -4-120 BOLTS AND NUTS OR (2) 1/4' Sal- TUBULAR RIVETS, PER FLAG BRKT. VERTICAL TRACK FASTENED TO STL PLATE w /(2) 1/4 " -p20 BOLTS ��& NUTS. HORIZONTAL TRACK FASTENED TO STL. PLATE w /(2) 1/4' - 120 BOLTS AND NUTS. TYPICAL TRACK BRACKET 2 1/2• x 3/16' ( .190 • THICK) 2 GALV. STEEL TRACK TAPERED 0 1/8" PER FOOT TO PROVIDE A 'WEDGE TYPE CLOSING ACTION (.073' THICK). co 9' X 7 AND 9' x 8' 42 PSF POSITIVE /48 PSF NEGATIVE DATE9 / DRAWN BY WCJ< CHECKED BY: CAD NO: S0020015 DWG • 8 A REV. FLAG BRACKET THIS BRACKET IS FOR ^ 8' HIGH DOORS ONLY. 32' FCR 8' HIGH OPENINGS 76" CHANGES TO 88" TRACK DETAIL_ 47• 15" HEADROOM 61' 73" BRACKET LOCATIONS *76- O .0 w z z 0.. APPROVED AS COMPtYING WITH THE SOUTH LORICA BUILDING CODE DAT .. :. Z 1991 BY ■ 111 OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NOg1'dgZ•v 1 01 /22/96 ADDED VENTS & EXT. SPRING 02/08/95 CHGD TO .088" THICK DATE DESCRIPTION MODEL 120 RESIDENTIAL SECTIONAL DOOR SPRING WIRE k DIA. INDIVIDUALLY CALCULATED TO COUNTERBALANCE DOOR LOAD. SEE TRACK DETAIL. EXTENSION SPRING SHOWN AS AN OPTIONAL METH00 OF COUNTERBALANCE. 8 " MAX. crt 1 0 P 0 0 0 0 0 O0 0 N T 0 0 0 0 0 0 0 TO 9' -0' 'HIDE 0 0 0 0 0 C 0 0 0 o 0 0 0 ■ (6) - "U" BAR LOCATIONS 26" r 37 47" b 74" _ U 58" WIND LO s 0 0 DOOR HAS (10)- 9 /16 "X 5 1/2" LOUVERS PER PANEL IN BOTTOM SECTION OF DOOR. LO A ER OPTTIION. INTERIOR E! EVATION SPECIFICATIONS & NOTES 1. DOORS AND HARDWARE WILL BE DESIGNED, MANUFACTURED, AND INSTALLED IN STRICT ACCORDANCE WITH STANDARDS AS ESTABLISHED BY THE NATIONAL ASSOCIATION OF GARAGE DOOR MANUFACTURERS. 2. SECTIONS ARE 24 GA. (.024') ROLL FORMED STRUCTUR QUALITY STEEL (GRADE A) MINIMUM YIELD 33,000 PSI AND MINIMUM GALV. COATING OF 090 PER ASTM A -525. 3. VERTICAL MEMBERS (STILES) ARE ATTACHED AS FOLLOWS. A. END STILES ARE FASTENED WITH SIX (6) RESISTANCE WELDS PER SECTION. EACH RESISTANCE WELD HAS A PROJECTION DIA. OF .119' AND A HEIGHT OF .028'. EACH WELD HAS AN ULTIMATE STRENGTH OF 352.8 LBS. IN SHEAR AND 352.8 LBS. IN TENSION. 8. INTERMEDIATE STILES ARE FASTENED WITH SIX (6) RESISTANCE WELDS PER SECTION AND ADHERED TO FACE PANEL WITH CONSTRUCTION ADHESIVE. C. SEVEN INTERMEDIATE AND FOUR END STILES PER SECTION. 7' -1" HIGH DOORS COMPOSED OF 4 -21" HIGH SECTIONS. SIX (6) U -BARS, AS SHCWN. 4. 5. 8' -1' HIGH DOORS COMPOSED OF 5 -19 3/8" HIGH SECTIONS. USE EIGHT (8) U -BARS TOTAL. 6. THE 2X6 WOOD JAMB CAN BE ANCHORED TO A GROUT FILLED CONCRETE BLOCK WALL OR CONCRETE COLUMN WITH 1/2' DIA CARBON STEEL DYNABOLT SLEEVE ANCHORS 4' LONG WITH A MINIMUM EMBEDMENT OF 1.88'. ANCHORS TO BE SPACED AT 18" 0.C. MAX. SUPPORT ANGLE WELDED TO INSIDE OF STILE 1 1/2' X 1 1/2' X 17 7/6' X .046' SEE NOTE 38 20 GA. (.035 ") GALV. STEEL INTERMEDIATE STILE SEE NOTE 38 l CENTER HINGE DETAIL 18 GA. (.048') END STILE i I�,ai 1 i 14 CA. (.0711 GALV. STEEL ROLLER HINGE FASTENED TO 511115 W /(4) EACH /14 x 3/4" SELF TAPPING SHEET METAL SCREWS 6" WIDE CENTER SUPPORT FOR SPRINCS(BY OTHERS) GALV. STEEL 2.25' 'U' BAR 3 3/4' MIN. CLEARANCE JAMB DETAIL 0 z w A ff i g t 89 L3 /FT. I I PC5iTiVE WIND LOADS APPLIED ON SUPPORTING STRUCTURE 2.25' 23' - 2.00' — U -BAR DETAIL DS ON STRUCTURE 9 OPENING tfttlff .50' WIND PRESSURE 42 P.S.F. POS. 48 P.S.F. NEG. NOTE SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS SHOWN ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. DARE COUNTY CODE ■ `3/16' (.189') GALV. STEEL TRACK p,. BRKTS FASTENED TO WOOD JAMB WITH (2) BRACKET 1/2" WOOD LAGS PER 2' GALV. STEEL TRACK ^- FASTENED TO TRACK BRKT'S WITH 1 1/4 -20 X 1/2' BOLT & NUTS TRACK THICKNESS - .072' 2' STEEL ROLLERS (7' LONG STEMS) 20 GA.(.038) GALV. STEEL 1 1216 LB /Fr NEGATIVE x 0 0 0 24 CA GALV. STEEL (SEE NOTE 2) DOOR SECTION PRIME PAINTED & FINISH COAT OF POLYESTER PAINT STEEL STIFFENER AND —\ VINYL N� ATHERSTRIP HOLDE:P. VINYL WEATHERSTRIP HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) SEE DETAIL ON 11-115 SHEET .103' THICK GALV. ADJUSTABLE TOP FIXTURE BOLTED TO ENO STILE WITH 114 x 3/4' SELF 1 1/2' x 1 2' x .088" GALV. TAPPING SHEET METAL SCREWS. 1 / / STEEL ANGLE FASTENED TO WOOD JAMB w /(2)- 5/16" x 1 1/2' WOOD LAGS PER FLAG BRACKET. U -BAR FASTENED TO VERTICAL STILES WITH (2) EACH 114 x 3/4' SELF - DRILLING TEK SCREWS DOOR SECTION 14 GA. GALV. END HINGE ROLLER CARRIER BOLTED TO END STILE WITH (4) 14 x 3/4' SELF TAPPING SHEET METAL SCREWS. 091' THICK GALV. BOTTOM FIXTURE BOLTED TO END OF SECTION W/4 114 x 3/4' SELF- TAPPING SHEET METAL SCREWS. roll °liter 10407 ROCKET BLVD. PHONE ORLANDO,fL 32824 (407) 857 -0680 EXTENSION SPRINGS ARE SHOWN AS AN OPTION AND CAN BE USED IN PLACE OF TORSION SPRING AS A METHOD OF COUNTERBALANCE. OPENING HGT. + 12' 2 1/2' x 3 1/2' x 12 GA. STEEL PLATE FASTENED TO ANGLE WITH (2) 1/4' - w--!20 BOLTS AND NUTS OR (2) 1/4' SEM- TUBULAR RR+ETS, PER FLAG BRKT. VERTICAL TRACK FASTENED TO � STL. PLATE w /(2) 1/4' -f20 BOLTS f NUTS. HORIZONTAL TRACK FASTENED TO STL PLATE w /(2) 1/4' -120 BOLTS AND NUTS. TYPICAL TRACK BRACKET 2 1/2' x 3/16' (.190' THICK) 2' GALV. STEEL TRACK TAPERED 0 1/8' PER F00T TO PROVIDE A WEDGE TYPE CLOSING ACT1CN (.073' THICK). ( TOP VIEW / ' �/ ' /�' / DATE9 / DRAWN BY • WCK CHECKED BY: CAD NO• S0020015 DWG • 4 B A REV. FLAG BRACKET * FOR 8' HIGH OPENINGS 76' CHANGES TO 88" T P,AC -< DETAIL M cs c1 c::: I� 9' X 7' AND 9' x 8' 42 PSF POSITIVE /48 PSF NEGATIVE 01/22/96 02/08/95 DATE BY 47' 61' 15" HEADROOM THIS BRACKET IS FOR 8' HIGH DOORS ONLY. 73" BRACKET LOCATIONS DESCRIPTION MODEL 120 RESIDENTIAL SECTIONAL DOOR APPROVED PS COMPLYING WITH THE SOUTH LORIDA BUILDING COOE DAT :.: 2 1998 ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO9 * O C 1 2 ADDED VENTS & EXT. SPRING CHGD TO .088" THICK Legal Description: Lot 23 and the East V2 of Lot 22, Block 169, of MIAMI SIIORES, according to the plat thereof as recorded in Plat Book 14, at Page 33, of the Public Records of Miami -Dade County, Florida. z m 5 H 1 N 0 0 D D -< 35.00' O Z77 -n NJ N 26.50' CONCRETE DRIVEWAY Nc 25.00' Certified To: JOSHUA WALLACK AND ELIDA WALLACK, - GREEN KAHN & PIOTRKOWSKI, P.A., ATTORNEYS' TITLE INSURANCE FUND, INC., ACCREDITED HOME LENDERS, INC., ITS SUCCESSORS AND /O`s ASSIGNS. j 1 06/ 7.0 8.6' REMAINDER OF LOT 22 BLOCK 169 6 118.60 45.0' 60.3 7.6 16' PARKWAY X4.5' H co 5.0 4.0' A x x > n-- -- 4 118.60'(P)(M) 5' CONCRETE SIDEWALK 18' ASPHALT PAVEMENT N. E. 9th AVENUE H Panel Number: 0093 Suffix: J Data of Firm Index: 3/2/1994 Flood Zone: X Date of Completion: 04/13/2004 Property Address: 899 N.E. 99 STREET MIAMI SHORES, FL 33138 Survey: M22566 3.50)7 X N 15.0'- C off;* Imo' GENERAL NOTES: SIGN .11 N 105' • 3< z' 1 v l s��u l u l r ' I 1 1 ;' Li N E OL 11 -.l 1 172 I' jic.N x111 L4 is `°� N.P.. 1 a! ESP1N .S.M. NO. 5101 TATE OF FLO DA FOR THE FIRM t /y u, a 1.*';'' . , N C 101 N. F. :0 " , I1 At 411 p' 6 1) LEGAL DESCRIPTION PROVIDED BY OTHERS. 2) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR OTHER RECORDED ENCUMBERANCES NOT SHOWN ON THE PLAT. 3) UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER IMPROVEMENTS WERE NOT LOCATED. 4) ONLY VISIBLE ENCROACHMENTS LOCATED. 5) WALL TIES ARE TO THE FACE OF THE WALL. 6) BEARINGS REFERENCED TO LINE NOTED AS B.R. 7) NO IDENTIFICATION FOUND ON PROPERTY CORRNERS UNLESS NOTED. 8) NOT VALID UNLESS SEALED WITH THE SIGNING SURVEYORS EMBOSSED SEAL. 9) DIMENSIONS SHOW ARE PLAT A. D ASURED UNLESS OTHERWISE SHOWN. 10) ELEVATIONS IF SHOWN ARE BA 'j D 'ON N.G.V.D. 1929 UNLESS OTHERWISE NOTED. 11) THIS IS A : / UN'DARYSURVEY t L OTHERWISE NOTED. 1 HERErY CER Y THAT THIS BOUN SURVEY IS A TRUE AND CORRECT REPRE:ENTA 'OF A SURVEY PRE D UNDER MY DIRECTION. THIS SURVEY IS INTENDED OR MORTGAGE OR REFINANCE PURPOSE ONLY, EXCLUSIVELY FOR THIS USE BY THOSE TO WHOM IT IS CERTIFIED. THIS SURVEY IS NOT TO BE USED FOR CONSTRUCTION, PERMITING, DESIGN OR ANY OTHER USE WITHOUT WRITTEN CONSENT OF MIGUEL ESPINOSA. MIGUEL ESPINOSA LAND SURVEYING, INC. 6494 S. W. 24 STREET MIAMI, FLORIDA 33155 PIIONE: (305) 740 -3319 LB # 6463 :---- ilacopii 1 3 lki 300 o� �, § § § § § § § § § § § § § .. . uii ! .. . 111 ■■ i Iii.kfii.�■ . i■ ■ ■ m � :■� ._ .--- I ■a......1 Er. .I.0... , i I I J : i i I. l I LI i mi:41 il VI 4E111 _____ moo -- ksibstr_ 7 . _i_____. _ k , "i' . s'i —: 160 150 110 130 120 110 � 1 90 70 5 Mull Clip Calculations r ■ j37S 393 333. 313. 293. 275 255. 2) 5 215 195 170 155 13 1 9 7 5 y A fV -+ -20 000 -0-26.000 -X-- 50 000 -0- 61.000 --6C- 76.000 -4 - 11 000 -0-- 96 000 Mull Cakulat3 . Cl art for D1419434 w/Sltcl, & 9344 w/Sletl (51 .its MIST G u <►orcd top bono.c.)(SI<c1 MUST b. .1l..6.d /- (roes och ..d r 0.C.) Opt •t.1 Width I. ▪ h<I<t Furokh tiasw)1, R.E. $truttuteI Cos' Ifc. 129211 SW 12l Ave. MM. F!. 3:318 3 Sp.■ 1. I.cs<f -0- -39.3 7 -X- -20.615 - 56 000 --0-- 63.000 —X---76 000 - 10.000 - 94.003 96.000 No Shim Sp.cc imrat!I •Araurt r oma moso... •••••••• In mom_ 9E1 ni".1 Nur • • ••••• mom kkk 16-Noli build Mull Clip Calculations Dwg. # M95 -03 Sht. 2 of 3 —1 - 20 01 - 0-.26 0. - x - 50 01 —0 - X- 76 0( 61 0 -fl-96 3 lki ill i �o' $ I 160 150 110 130 120 110 � 1 90 70 5 Mull Clip Calculations r ■ j37S 393 333. 313. 293. 275 255. 2) 5 215 195 170 155 13 1 9 7 5 y A fV -+ -20 000 -0-26.000 -X-- 50 000 -0- 61.000 --6C- 76.000 -4 - 11 000 -0-- 96 000 Mull Cakulat3 . Cl art for D1419434 w/Sltcl, & 9344 w/Sletl (51 .its MIST G u <►orcd top bono.c.)(SI<c1 MUST b. .1l..6.d /- (roes och ..d r 0.C.) Opt •t.1 Width I. ▪ h<I<t Furokh tiasw)1, R.E. $truttuteI Cos' Ifc. 129211 SW 12l Ave. MM. F!. 3:318 3 Sp.■ 1. I.cs<f -0- -39.3 7 -X- -20.615 - 56 000 --0-- 63.000 —X---76 000 - 10.000 - 94.003 96.000 No Shim Sp.cc imrat!I •Araurt r oma moso... •••••••• In mom_ 9E1 ni".1 Nur • • ••••• mom kkk 16-Noli build Mull Clip Calculations Dwg. # M95 -03 Sht. 2 of 3 —1 - 20 01 - 0-.26 0. - x - 50 01 —0 - X- 76 0( 61 0 -fl-96 • TYPICAL HEAD AND SILL ANCHORS FOR MULLED WINDOWS WITH MULLION CLIPS FOR SERIES: 4000 SH, 400 ATW, . 200 HR, 6000 FIXED GLASS, AND 700 CASEMENT • TYPICAL MULLION TO MULLION INSTALLATION TYPE "A". 3 3 4 FOR 1x4 1 3/4 FOR 1x2 P.G.T. MULLION 1x2 OR i x4 COUNTERSINK FOR /10 F.H. S.M.S. (SEE NOTE /2 FOR QTY.) MULL CLIP (SEE NOTE 11) NOTES: 1. CUT FLANGES OFF OF MULL CUP TO FORM A "U "— CHANNEL AND INSTALL AS SHOWN. 1 1)2" MIN. PENEjRAT10N TYP. MULL CUP 1x2 OR 1x4 ULLON 2. (2) S.M.S. ARE NEEDED FOR EACH SIDE IN 2" MULLION SPACE S.M.S. AS NOT TO INTERFERE WITH EACH OTHER ON OPPOSITE SIDES OF MULLION. SPACING IS SHOWN FOR 4" MULLION. 10 F H. S. M.S. (3) ONE SIDE (2) ON OPPOSITE (SO AS NOT TO INTERFERE W!TH EACH OTHER.) SEE NOTE /2. TYP. MULLION 1x2 OR 1x4 3/16" TAPCON 1 1/2" MIN. PENETRATION. 3. ALL FASTENERS ANCHORING MULL CUPS TO OPENING, MIN. 3/16" TAPCON x 1 1/2" PENETRATION INTO CONC. 01? BLOCK STRUCTURE. ALL FASTENERS MUST BE DADE COUNTY APPROVED. L7 /4 MAX. TYP. WINDOW FRAME SH, MW, HR, FG. 2 1/8" BOTH / 10 F H. S.M.S. (3) FOR 4" MULLION (2) FOR 2" MULUON SEE NOTE 12. �J /jam Faiffhth Tift3411 P.F. Des! , t . 12zo FAA' 122 Ave. Miami, Ft 33186 P.G.T. MULLION 1x2 OR 1x4 P.G.T. MULLION 1x2 OR 1x4 WOOD BUCK REMOVED TO CONC. NOTE: TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK TO CONC._ TYPE "8". WOOD BUCK (2) S.M.S. ARE NEEDED FOR EACH SIDE IN 2" MULUON SPACE S.M.S. AS NOT TO INTERFERE WITH EACH OTHER ON OPPOSITE. SIDES OF MULLION, SPACING IS SHOWN FOR 4" MULLION. WOOD BUCK NOTE: 1. (2) S.M.S. ARE NEEDED FOR EACH SIDE IN 2" MULLION SPACE S.M.S. AS NOT TO INTERFERE WITH EACH OTHER ON OPPOSITE SIDES OF MULLION. SPACING IS SHOWN FOR 4" MULLION. 110 F.H. S.M.S. (J) ONE SIDE (2) ON OPPOSITE (SO AS NOT TO INTERFERE WITH EACH OTHER.) SEE NOTE 11. 1 3 4 FOR 1x2 2 /8" BOTH MULLS 2. ALL FASTENERS ANCHORING MULL CLIPS TO OPENING, MIN. 3/16" TAPCON x 1 1/2" PENETRATION INTO CONC. OR BLOCK STRUCTURE. ALL FASTENERS MUST BE DADE COUNTY APPROVED. TYPICAL MULLION TO STRUCTURE WITH WOOD -- -BUCK REMOVED FROM CONC. TYPE _"C". 3 ) ONE SIDE (2) ON OPPOSITE (SO AS NOT TO INTERFERE WITH EACH OTHER.) SEE NOTE 11. 2 1/8" B077-1 MULLS 3 3 4 FOR 1x4 3 3/4 FOR 1x4 1 3/4 FOR 1x2 2. ALL FASTENERS ANCHORING MULL CLIPS TO OPENING, MIN. 3/16" TAPCON x 1 1/2" PENETRATION INTO CONC. OR BLOCK STRUCTURE. ALL FASTENERS MUST BE DADE COUNTY APPROVED. WOOD BUCK 4. /10 F.H. S.M.S. (3) FOR 4" MULLION (2) FOR 2" MULLION SEE NOTE 12. 110 FR S.M.S. (3) FOR 4" MULLION (2) FOR 2" MULLION SEE NOTE /2. DWG. M95 -02 MULUON ANCHORING CONDITR SHEET 3 of 3 12/11 /os II r - - -- - - -- - 000 1 Law •• I, • v40 • P DUCT CONTROL D DE COMPL1AN ••• :U a • • • II • u 0 Imo Sheet 3 of 3 2000 MUWON 2 X 2 X 1 /8" ALUM ANCL,E 2 X 2 X 1/8" ALUM ANCLE 14 S.1,f S. 2/ ANGLE MUWON r MULUON 2 X 2 X 1/8' ALUM ANGLE 2 - 5 /8' LONG 1500 -- ►qx ANCHORS P f t4 S_us. 1 1/ ANCLE 1 /4 WIN. D4BED INTO W000 •d - • 4. 3/16 D.& TAPCON / 1 CL. EMBED . d: d'. ./1 • C' f 1 S Ss ]/ ANCLF PRECAST SILL CONC. 2 X 2 X 1/8" ALUM ANGLE f 14 S.N.S. 2/ ANGLE MULLION [ MtJUJON 2 X 2 X 1/8' ALUM ANGLE 2 -S /8" IDNC ANNCHO�S L i 14 S.L1.S. 1 -1/2" MIN. 2/ ANGLE 4• d'. EMBED INTO W000 2 ALUM ANGLE • 1 3/ ANGLE 1 .{UWON ANCNOgS -TY . 2 X 2 X 1 /a" ALUM ANGLE 3 -5/8 LDNC d'. CONCRETE OR CONC. FILLED BLOCKS 4' SUSTAI_ N APS 1M cmi APPROVED AS COMPLYING NrTTli THE SOUTH FLORIDA BUR.DINC CODE DAT BY �J PRODUCT O,YTROI DIV!S:ON BUILDING CODE COMPL(,WCF OFFICE ACCEPTANCE NO L - A ' NOTCH W000 BUCK TO ACCOUOQA7E CUP ANC TO MASONRY 14. 1/4" 0 TAPCON 1 -1 / WIN. 048ED CIE 41 PRODUCT RENEWED ACCEPTANCE No. l q- 0 k O O Z EXPIRATION DA N 0 0 Z W Q ' O zztO � -J I Q J Q� L` FIE 0 Q o W L 1�1/ 1/1l1f1/1 1t'�= minim 111 ��► 17/111 11 MIII111111111 11111 r►111/11/11111 g m 1111111■1/111111 11111, 111111111 m ►i111MA1111111 N 111111111111111 o 111a11►111111 © 111111 iiiili /11111►111r1 11111 1111111111 1111 l 16111 ///1111111►11 g: .MULLION LOAD CHART D t - Jr1/8 ,LU,y Tl Jor cum °Q R m ch N a e 20 38 48 SO 60 78 88 TRIBUTARY VIDTH - ING-ES TRIBUTARY WIDTH — WI + w2 2 GLAZING PRODUCT MULLION LOAO CHART 1 "xJ' ALUM. TUBC 111 a1111._ EIIIiIIIIiiii IlL7/ii!!l1111/i1i 111111MINEr11111 co" cL /111111r111111/1/ 1111 111111111111111111111111111111111111 ►1111111/111111111111 o 11 11111111 ►11111 �11►�11�1 �� o 1111111,/111111/1 ►1►1111111►�11 tel n 1 Li11l�,�l11111/ 1111 ►i�1�i► ►11�►`1�i1111g11 1M1111111 111161 5111111111115311111121111111116 20 20 30 40 S0 60 70 80 TRIBUTARY WIDTH - INCHES ANCHORS TYPE A.B. OR C VERTICAL MUWON cc PRODUCT TRIBUTARY WIDTH — + W2 2 MULLION LOAD CHART ■111■"■■■. x ALUn. T1.6C :: 111111111111 =u 111111►1111111111111 ►11111111111111111 111r1111rrr w 11 11111►MU11111 111111111/11//11 N /I1IIMMININUMMIE '!8111 - 11111 E 1 1111111111111111111111111111111 1�l11► \11111111 111\ 1111111 3i' ; ° 111 1 C 1 11 , 11111■1111111111 111 ►` 1 p1/►110111511 ' 11 ■ 11111 ■111111MIMINIIIIIIVal 11111:v11mm1rav 1111/1 ii `' 1p� 11 - :111. X111 2 20 30 40 S0 60 78 B0 TRIBUTARY VIDTH - INCHES ANCHOR LOAD DART ► 1111 ■111111111111 amuntoommanual imummomommum m u111i/1m1u1 1��11 111 ►111111 111 1111:71 11 11 Vall1111 1111 IL'1MM1II11111111 111'1■11111111111111111 11111► EN111111111 ►111�E� ►`111 1111 1111 1 13M110111111. 1►�11 ► r .► - err -1r ANC.Ar2S TYPE A , C CT- r: 30 40 SO 60 70 80 TRIBUTARY VIOr,•{ - I D APPROVED AS CO-.?LYING IrTH THE SOUTH FLORIDA BUILDING CODE ""�� DAT . & CIA? 1924. BY PROOUC GXIROL D;VIS:ON BUILDING C07E COMPLIANCE OFFICE ACCEPTANCE NO gam' ai.a.){ 20 r) 2 - x4 x 1 /8 ALUM. 7L9C rtt @ ��-- ;; . . 1111111►11111111/ ►311 111111111111111 ■11111►111■1r11►1 p 111111 . 1 111111111111313111111111111111111 y 11111111111111111111 1111111181n1111111�1 111 11.�111►U11IN1 11 3 11_9111111MIN11111 N r 11111:11111111121r1121 o © 111111111111111.11 ►1111 ■.11131111■,■■,... 11 11:r1■11111111111 11111i.111:1111 ►11 1 11161111111M111 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INC}ES ►Mika 11111 ANCHDRS T T P£ 8 111►1►1►1G►1NIIIII ...�� 1111 111111\11►11111111 1 ►111�11�111F�1 f;1111 1111MMI1IIIIi1111 11111 ►1 ►111411 11111 IMIWI 111111111111`►1111 ■1 1,,,111MIL ■,■1 111111.'1MILIII 111 11 ►`1:�3 ►1111 ►`11 1/o1611►�\\111I11 111111AM 1111111 11111.'1:1: EIMINI1 11111MMINI!I\all 111111111MEI-►IEN i1�11rrrrrr.�i 1111111111`1' 30 40 TRI8ijTC.RY NCH MILLION LOAO CHART ANCHOR LOAD CHART m r9 N r) 20 50 60 10 80 20 30 40 WIOT 12OiT RENEWED IBVTARY '.ACCEPTANCE No. q 010 � { ' EX?LRATIONDA'IE .- 0 L 1 oo2. 3y b PRO ► ONTROL DIVIS • ?UTLDIN � CT i C E C O!� Y kN C I E 0 ►�ALZON LOAO CHART 2'x6 -x1/8' ALUM E A rrca azn inummum 111111 1W11►1111111111111 ► 111 ►\iir11'_1i!IA'1ENFIll 11111 ► 1 IN11111111►1 11 1i11111r711► 111111•■11111■1111111`.r1 111 \1 111111111■1111 ►111 11 ►1111 61111 1111i1■�1111i111 ■1111.M■,■'1111111111,. 11111MIEUZ1i1111 1111':11► IIII 111111_11 ►11 11111WE1►11lli 30 ' 40 50 60 70 B0 TRIBUTARY WIDTH - INCHES ANCHOR LOAD 0-{ART 1<111'111 ►11∎11111 1111►1111u11 ra. 111111■1'mi►11►1111 111111111■►V11MIL 111►'111►i1►1MINSI 1�►�►�►u1a��1 1 11►BAISMI :I 111111MMILMESI 1111111► ■►111011111 111111111pfalliM 1111•1111 ►101► s1111111111M1 111111111111` �- '71111111111111 11•111111 S0 60 WIDTH - 70 Ir+C}E S 80 F7� CWEFR 11114.AYDVN FMR000 PE f 1 6557 N (-14 1S9E r ct 1 N O 0 Z > O tr> O Z Z c0 o: o n -• 0< UJ drawing no. M95 -08A 6.000 1 STEP 1 STEP 2 - STEP 3 STEP 4 INSTRUCTIONS. USE CHARTS AND GRAPHS AS FOLLOWS. MULLIONS CONTAINING - TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING DETERMINE DESIGN LOAD REQUIRED PER AS CF 7 -88, FOR PART1CULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULIJON AS PER PRODUCT APPROVAL. SPECIFY MAXIM Ufa SHIN SPACING. USING GRAPHS ON SHEET 2 SCIFCT WUWON SIZE WITH DES7CN RATING WORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TTt't. ON SHEET 3. AND ANCHOR GRAPHS ON SHEET 2. SECT ANCHOR TYPE WTTH DESIGN RATING MORE THAN THE DESIGN LOWS SPECIFIED IN STEP I ABOVE. 2000 TYPICAL CAAZINC PRODUCT 1 X 2 X 1/8' ALUM TUBE lip 4.000 3.000 1 X 3 X 1/16 X 1/8 ALUM TUBE - 1 X 4 X 1/16 X 5 /32 ALUM TUBE C /" XS k /4) / k3ifX Viz„ BY APPROVED AS COMPLYING WW1 THE SOUTH FLORIDA. BUILDING CODE DA Sa BY M PRODIJ 'NTROL DIY!Si0 BUILDING CODE CO9PL1ANC£ OFFICE ACCEPTANCE 140, - I PRODUCT RENEWED ACCZP7A*ICE Na � Oo1- — gXPIR,ATION DATE 7•: o L• 2. 0 0 p. -T CONTROL D DEC:MA.14JAN RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY N OTES: 1. ALL GLAZING PRODUCTS USED WITH THESE MULWJONS MUST MEET THE APPLICABLE DAD COUNTY REQUIREMENTS LE WINO LOAD, AIR do WATER INFILTRATION, FORCED ENTRY RESISTANCE SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL B E BEYOND WALL COVERING (STUCCO. T1LE ETC.) 3. ANY COMMONS NOT COVERED ItJ THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4, ALL MULLIONS TO BE AZLOY 6063 —T5. AN 4n g CE iENCWED HU4ATOUN FAR000 PE / 1a557 CIS 0 0 z > 0 0(0 0 Z Z w o, Q 3� rn U-) x U 0 < 0 Ln 1 drawing no M95 -08A ,hcet 1 of 3 r r t N DESCR!PT10N V.T. VENDOR VENDOR AF -1 -10375 AF - 103 - ?6 - . . — , , QTY. 000R HEAO SILJAL. 6G63 —T5 .062 WALL 60375 A_UMAX 4 2 2 DOOR JAMB AL. 6063 —T5 .062 WALL 60376 A.UMAY p I• i[•I• • • item 6063 — T5 062 WALL 60 A_UMAX 01 EA. 4 .250 x . 1 e7 F7NSL 'N —STRIP 67.246 SCHLECE CCRP. 8 5 WSTP. CHANNEL AL. 6063 —T5 .050 lrYALLIII 6.0379 A:UMAX 4 6 FRAME JAN8 AL. 6063 —T5 WALL II FS7924— 187 AF -10379 .050 60380 A_UMAX 2 AF -10380 7 FRAME HEAD AL. 6063 NALL —T5 .062 604 A_UMAX 1 ©] AF- 12376 ._ 8 12 x : PAOa 9 0utsw. Threshold (AL. 6063 FIIIIIIIIMISAF —T5 062 WALL,, 6/ 069 10 Q'1618 THREADED ROD 6 • • • • • AS. IN* U • L wag 11 I Truss Clarn . AL. 6063 —T5 .062 WALL 60378M A_UMAX 3 0 AF -10378 W 16x 1 16 TRUSS WASHER 'WASHA PSTEC INDUS el 16x 18 TRUSS NUT 1 7JNUTA FtSTEC INDUSTRIA Rao 14 1 - • M.. SCR. COV R CAP 4 1722W VNYL .T CH. 41722W _ 15 i STRIKE PLATE 'FRSPX : C4MCORP 2 l 16 STRIK P 4TE INSERT 4 1 721 j VNYL rcCH 11 7 721 17 1 0x3 4 SCR. FLT. HO. PHIL 710.34A l.ERCHANIS FASTENER EFL 1 Hi AS Y. :' RMCW MTI0NV / ? ?OE 11;0. .5 3 19 10x l SCR. FLT. HO. PHIL ! 1 OX 1 N/ !.F,RCI I.4N FASTENER 35 18 41720 20 10x 1 2 SCR. FLT. HD. PHIL. :taxi 2PPw ?.ERCNANTS FASl 1 Ju 15 T TOP 807. SLIDE BOLT LOCK 4 1720 VNYL TECH. IB2 22 6x 1 2 FLT HO. PHIL. 761 2FW 1 , 4E.RCI !ANTS FASTENER d 4 23 8 x 1 SCR. PAN HD. QUAD. 781 PQA E qSTEC INDUSTRIAL 35 JO 24 1111 LOCK 6x7 8 SCR. FAT. HO. PHIL. _ _ 7PWSWA. ' F•kSTr C INDUSTRIAL 12 S VNYL TECH. 3 2 4U8LCK SUPPORT ASS'Y. 2 UBLOK 6x3/4 FLT. HD, PHIL. 7634F FtsrEC INDUSTRIAL o 4 00 x .190 •LON 60200K SCHL EGEL CCRP. 1 1 1 , 1 0200X!90 J 28 Q377x 190 1 .?75 x .150 OLON J 6QJCOW HL ECEL CORP. 29 3 POINT LOCK ASS Y. PD3PTAY VNYL TECH. Kg 11 1 1 1 0 I 100 880 30 LOCK ACTTVE ?LOKAP 1--.4RLOCK 31 LOCK OUMkY ?LOKIP M.I?LOCK 32 DEAD-80C. LOCK • 78LTIP _ I;4P,L OCK 1 i1 820 10 Y12r 05- -1 33 Rolled Alwn. Glaz. Heed 65163 F_O.RiCA S E 34 SILICONE 828990 COW CQRNrNr 1 849 35 5IDELITE JAMS 60381 1 Ar.L'M AX 4 4 i AF- 10381 36 SIDELITE HEADER 604!4 A.U1.MAX. 2 rt Ar• -104i4 ?:r. -164 S 37 SIDELITE LOTTO, RAIL 60415 A_U:A.YAX 30 1.402 Lam. Interlayer 4/fa F' /2 ,Yorso,n:o fa G. LJF • a 3 _. _. 39 SEAM SEALER ti SM55W x.HNEVMOR=HEAD 5M. 5�Q.: ... B 1 641 IA' rrtirax T -, /1 Ar - r ,a-4, 40 SIDELITE JAMS ADAPTER (REINFORCEMENT) DETAIL "A" ; / Lid c , ,/ t' , • 03 !a: Oro yo Br 2 B. Chko 8y Oats: Os •crfpdan: PG7 N4: Oate 7/1 2/99 QTY i 'eV RRACKE !; ARE FOR G`f0 CC:IF Ic . Rf FiON AF?Ft?r© 1 rLti; '6"rr1 THE SOU'•! F.12113 31iWU1'1u I 200 Pf.`Or,uCI CCNIRO. 011(:31)1 _. 6CI;O►,1S C/ J!VCF co let . x� �C� /• 0/ 1070 Technology Or. Nokomis, Fi. 3.4275 French Door w /Sidelltos -- V.NOOR NG' 15ot I- 1 5.1.,t: J C+rowin9 No 4 o ,4 ! INDUSTRIES (I Bill Bit+ of Materials 972 T TYP. I4 AD TYP. JAMB • IAMg/SIDFL1TE • .250 2 >*COO , Evcx /12 RATN6+0 Alit SPACING {SC£ No1C J c srocr ,; 2 , vtOoO aaaX TYP. SILL r/• • t.PccH 1" + n,4 ru ka TYP. H EA D • •• • 4 • • • • '4 .250 ---1 -- 1 r *WO accx TYP. JAMa • ' ' , ; .. TYP. S1QF1,1TE SILI. • 4 4 6 SILL COOK GAZING OPTION 1 4442 LA MINATE? TYP. _5IDELITE HEAD S1DELITE5 .43 Chkd 9 Ocgo: eri.a/L/odel' FO -101 OI scrip Uon: joigni0V C41191l .ac l est rrocKoat: t 1 /54 o.crva .00: r Ckcinci .cw AnQViar, f t' TYP, SIDELITE HEAD PCT NO: veSVOCR NO: GLAZING OPTION 2 ,,.4 0Z—CA d(bd.TJr.1? 1 070 Technology Ur. Nokomis, Fl. 34275 /kpnCIEr. AS Cun:I;YI'I: NITif THE 8u :10.,NU COmPLAHE ,w,czprmfi / 4 2 French Door -- Anchoroge & Glazing N I Scab: Grs+01 INDUSTRIES a. 1 Rev- i 4 vL H ,2 011N0 ?IOR 142.625 Htx' (TER10R KT ERI CR ITr= 104 33 3 8 2` c14 TWO OPEMC HORIZONTAL SECTION oXO HORIZONTAL SECTION .2XXO 37.500 109.500 ■ OUTSWING ri 1— 25.000 0a ft1CHT OP ENtTiC 68.264 PA,VEL CAIRUL 71.750 A.PPROY.11 AS COUr11 wort Tiff SOUTit F1ORIOA 8t1:U ING COO( DA; 1 . ,Do 0 By _Ulla PRODUCT CCN12C1 0015:C.N Bl i1OI,1C COC( ,X(F.2.ANCE CfFa;f AccEPTxiceE OUTSWING -+— 33 3/8 OPF OPEN/NC wx. 1.480 SEE SHEET j FOR ANCHORS ROUGH OPENING ----- .890 Retisiorv: not siial r R,rsd Sy: Cole: Crow/ By: • r 8. Chkd fly: -�- .a3o Cote 7/12/99 vim. clroN IHRSr 04.9.2 Dote: ROUCN OPENNG SEE SHEET 3 FOR ANCHORS FD-10 lo(1ues Un4» !ktc4; Frxcort,: s ► /64 1 ()Irian! .C41 .t Decimal D0f SanesAdodet• Ls script;on: French Door w PCT N0: VVNOOR NO: 1 SEE SHEET 3 FOR ANCHORS Scat: 1070 Technology Dr. Nokrni.s, F!. 34275 ROUGH OPt;NINO \ EXTERIN OUTSWING .- 3.0D0 — ROUGH -- OPENINC Sheet: a ---- 3.10C 1.800 02x VERTICAL SEC7fON THRLt S10ELI 3.10C —I SIDE OT S/•delites — Sections -- .250.4(. 85 1/8 aYL:N r oPnwo Aux. r .150 ITT INDUSTRI Cawing No. T ir t 13.30 36.125 1-- 4.000 - 4.000 -- 4.000 - 4.000 1 / \ ACTIVE / / / / / / / / // 13.50 oxxo 4,000 (4.000 L \ 4.000 '--I 4,000 NG: .402 LMLQTE0 w /.090 SAFLEX INTERMYER N PRESSURE RATING: (SEE SHEE7 3 FOR OPTIONS) 1 1: 46? psi -67 psi I 2: 475 psi -75 ps! SRS: 000R rROM CORNERS: 8.500 (HEita' do Sac) ROM CORNERS: 6.000 pawls) iPACING AT HEAD . S!((: 73.500 SPACING AT JAWS: 27.000 TER REQUIREMENT: SHUTTERS NOT REOUiREO. ENCE TEST REPORT' Fn --2057 wr TO 8E APPLIED APO, !NI) TUP FRALIF cnRNFR` 1420523 MAX. 71.750 M. ji 1 \ INACTIVE / / / / 13.50 � / For •/4" Topcons or 5 /)4 Scrd s of this Locction. To & 8oitorn. P.NR't rY1 Aucn cr�u /1 J IWO 4.000 }-.. 4.000 --- 4.000 --- r •- 4.000 Read 13.50 MAX. 36.125 ' AFFRO:m AS C0MPL1I1'0 WITH THE S FICRICA dUrIDiNt 000E 0A TE_ _ . am.-1 /// 2 O6'4' PROOQ I T CONTROL DI YSS 4`l 8011.017,7 SQJE CO3L11f10E (1frl :f ACCEPrA, .NCE t�'J. -�;Q, / • O <4 13.250 6 FU rTCr: LQ TYPT.:AL • 21 .000 1MX 13.250 ' -INGE LOC. 6.00 TYPICAL Rews«;n i 47.875 Rth ^E IOC. TYPICAL 79 3 4" .y,p 6z) /02 X7qjig 0.75) 5.50: A.NCk 5 ARS rrP. "4 HEAD rk 14,.X. Ornwn J` ~ oar . r 109.500 MAc 35.125 37,500 MAX. 39.500 13.50 MAX ' 4.000 ---- 4.000 --1 4.0© x. 000 fdtD u_Lin4» h frccLunt: t 1A4 Llxin A0: Oockoot Apo Amax. t 7 Suns /ilod.h FO --101 0X0 13.50 I --. 144.x, / 1070 Technology Dr. No4ornis, F7. 34275 4.000 ---- 4.000 -- 4.000 -- 4.000 INDUSTRIES i i � Oeserfpt,or$: Frencf Door w Sidelites - Devotions POT WO: VFNCOR NO Scd.: Shoe!: Crowing No, 36.125 6.000 21.00 VAX - E500 tri, 1 k10 PANH #12 PANHEAD 1.250 MIN. 1.250 MIN. ° ° 4 O - .250 MAX. TYP. HEAD, SILL JAMB �. 250 MAX. TYP. HEAD, SILL JAMB 2 x WOOD BUCK 2 x WOOD BUCK 3/16" . TAPCON NO C'SINK REQ. 1 /4 " TAPCON " NO C 'SIN K REQ. 1.250 MIN. • • • • •4 •"• : • • _ • • 4 . � 4 • a . 250 - BUCK WOOD MAX. TYP. 'HEAD SILL JAMB 4 4 : d d .250 1 x W OOD MAX. BUCK TYP. HEAD, SILL JAMB 'Revisions: 1 Moteriol: Drown B— D.B. Revised By D.B. Vendor No.: NOTE: REFERENCE TEST REPORTS & COMP. ANALYSIS SHEETS FOR ANCHOR SPACING & STARTING POINTS. 2 13 98 D 1/12/99 1 'ClassificoVon: Dote: —1 Description: Prod. Cotgory. `Series / 40 del: 700 APPROVED AS COMPLYING tiV TH THE SOUTH hORIDA BUILDING CODE DAT BY PRODUC ..1TROL DIV!S;ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 22 0501 . -0 progressive CIA SS fechnology 1 Y.vkx f.ry :. t goon Goa *4 ml ANCH. 4 a 4 TYP. CASEMENT ANCHORAGE Item: Sheet: Sco(e 5X—i Address: P.O. BOX 1529 I rowing Size: No.: NOKOMIS, F L. 34274 B 3 IReR I • 1.182 1 74.00 MAX. 2.000 WALL THI0 SECTION A—A .250 MAX. SHIM SPACE r f 1.924 2,5Q MAX. SHIM SPACE THICKNESS .050 —H • 7.837 I--- GLAZING OPTION: 5_/ 16 "(.350_) W /MONSANTO I NTERLAYER OR 5/16 "(.350) W /DUPONT (NTERLAYER 'Revisions: _ Moteriol: 4.028 1.260 — 63.00 MAX. SECTION B —B .500 i Oo te: 2/13/98 _r own D.B. ( Revised 8y a: 0ot D.B. 1 / 12/99 1 Vendor No.: Scale: N .T.S item: SECTS. Clos sifico lion: licreoctics WA, Yri Wows Prod. Cot ory: Description HORIZONTAL & VERTICAL SECTIONS Rev: i r? Size: NOKOMIS, FL. 34274 ' B Address: P.O. BOX 1529 APPRQVED AS COMPLYING W T'H T` E SOUTH FLORIDA BUILDING CODE OAT 999 Ue f s� BY PROOU CO ' OL DIY:S.CN BUILDING CODE COMPLIANCE OFFICE oi.Dl: ACCEPTANCE NO.f. progressive a fechnolog. Wwlz d Sla. t Oalu'� G� Kodxs yawing No.: 339 f 2.000 1 Sh -teL' Z _, TYPICAL MAIN FRAME cnPNrR ITEM 2 VT // 644588 69999 69514 7CAOR LOCATION main frame sosh ass . screws in vent to roil I. h. fr. 'amb 12 ' from end vent m t. rail 12 " from ends 0 lower ri ht frame corner> VENDOR INDAL EX ALUMAX ALUMAX 7CORNMSM 40712 6Q2O0K 6Q150K 6FRMBK 49004 7KEEP 7CEHG 6534571 DESCRIPTION FRAME HEAD, SILL, JAMB FRAME MEETING RAIL SASH HEAD SILL JAMB 8x1 SCREW PAN HD. QUAD. LG. MAIN FRM CORNER KEY SM. MAIN FRM SASH CORNER KEY PLASTIC MAIN FRM. CORNER KEY W. STRIP .190 x .200 QLON W. STRIP, .190 x-.150 QLON MAIN FRAME BULB WEATHERSTRIP SASH LOCK PGT TRUTH HARDWARE TRUTH HARDWARE TRUTH HARDWARE TRUTH HARDWARE H.P.C. ALUMAX Q200x190 Q150x190 FP -176 BLAC/ 49004 208000 23 - 19 -23 -002 30175 35.10.0 0.101 534571 20 62899C 21 6SM55W 22 6TP248 TYPICAL SASH CORNER SASH LOCK KEEPER CASEMENT OPER. P, T OPERATOR GUIDE TRACK STANDARD HINGE 10x5 16 SCREW PAN HD. PHIL 5 16" .350 W MONSANTO INTERLAYER 5 16" .350 W DUPONT INTERLAYER EXTRUDED GLAZING BEAD SILICONE SEAM SEALER VINYL BULB WEATHERSTRIP I8 (4) p Revisions: NOTE: QTY'S IN BRACKETS ARE FOR X CONFIGURATION !Material: 'Draw,- D. B !Revised By: D .B. Vendor No.: Dote: 2/1,3 Q8 Dote: 1/12/99 Score: p I VuaAac6�a d 51.4.74 t Qo(» Co pie Knoloc O✓a o! arof(r W Gdoswa I C ossification: Prod. Category I Series/mod I o e: I Item: - Sheet: - ----_-- O 4 Description c CASEMENT DOW CORNING 899 SCHNEE— MOREHEAD SM550. TEAM PLASTICS TP -248 XX APPROVED AS COP1,P;Y!':G SOUTH FLORIDA BU'LT t ^ C' ILA 2 s. — ' DAT BY PRODUC Address: 15:07 BOX 7 529 fsize: -- rowmq�lo` - -- ninKnh 3e7 -7 7 4 Q R NIROL DIViS.O.' �l BUILDING CODE COMPL CFF CE ACCEPTANCE NO. cre,-05 . 1 • c rn r 63.000 k(AX. 62:50 5.000 - 1--- -i .000 --J 11.000 MAX. CENTS 4 36. 125 74.000 MAX. 4.000 _a_r 4 .000 --- 4.000 LARGE MISSLE IMPACT WINDOWS 1.) GLAZING: 5/16' (.350) LAMINATED W /DUPONT INTERLAYER (1/8/.090/1/8-) GLAZING: 5/16` (.350) LAMINATED W /MONSANTO INTERLAYER (1/8%090/1/8) 2.) CONFIGURATIONS: X, XX 3.) DESIGN PRESSURE RATING: +75 P.S.F., —75 P.S.F. 4.) ANCHORS: MAX. 5 FROM EACH CORNER 2 ANCHORS 4" APART, 4 FROM EACH MEETING RAIL MAX. SPACING AT HEAD & SILL: 11.000 MAX. SPACING AT JAMBS: 11.000 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: F1L -2246 36. 125 5.000 5.000 11.000 I.GAX. SPACING 5.Q00 Vendor No.: Scale: Address: P.O. BOX 7 529 Size: N. T. S NOKOMIS, FL. 34274 B R e vi s i o n s: Voteriol: Drow Or D. Revised BY D. B. Dote: 2 13 98 Dote: 12 99 £` a /ma Mb Clossi(;cot ;on: Doscnption , .r acy * ta... Prod. Cotgory: / essL A te chnology w.r.�.,. • e.e,. ear W.*, item: Sr•ce o` Series /Mode l: 700 FRONT VIEWS, ELEVATION -(XX Drawing No.: 339 Rev.: 72.000 YAX. 5.000 7YP. 1 rail I 36.125 32.000 - MAX. 1 1. 00 SPACING 5.000 (0) 3 7'•t ,, - e)- 5 43 1) 0) dlv "X ,38 33 /" C3) 3/ ".Y, , h C .. APPROVED AS CO,' SOUTH FLORID.'' BU's ''dc = _ _ _ DAT ' k AQ BY PROM.) CO"TRUt D' BUILDING CODE CO:.,PL.;•.:•OE O CE ACCEPTANCE NO r3'O50 1 .0 1 1/4" TAPCON J - 1 1.250 a 4 . 4 . a .250 - 1 x WOOD MAX. BUCK TYP.. HEAD, - SILL JAMB d 4 . #12 PANHE4D //z7k .250 MAX. Revisions: !d e c ria l : Orown By- D.B. Revised By: D.B. Vendor No.: 1.250 I---- Dote: 2/ 16/98 Date: 1/29/99 Scot.: N.T.S. Classification: d TYP. HEAD, SILL JAMB a 2 x WOOD BUCK . 0.4, ,y uaam.r Prod. C41617 Series/4°4e(: Item: ShecL �/ 7 ANCH. 4 of 4 / progressive LASStechnology w.41ra 2444 If Y .,4.. DescripLon: • TYP. PICTURE WINDOW ANCHORAGE Addrew P.O. BOX 1529 NOKOMIS, FL. 34274 Size: B APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT V • .. PROD T C ' OWE. OA BUIL ..' CCU COMPL:A iCE OF kCCEPTANCE Oro wing No.: 4214 Rev .: 2.784 7/16" (454) W/M 0 NSANTO INTERLAYER 7/16" (.454) W/DUPONT INTERLAYER Re Lloten'al: _Drown By: Revised By: Vendor No.: c' V16/98 °Q i e /29/99 Scots: N . T . S Closeiliccrtion: Description: Addrese: Nel.42 Owe, 144 Prod. P.O. BOX 1529 NOKOMIS, FL. 34274 Senes/Model: 701 e: APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA BY PROD L T IRO: D!`i S BU:LD;NG CODE CO;APLAPXE FICE ACC:LPTARCE NO CV1 9 1 ( I progressive LILA SS technology Anotinor 51.4r4 Owl. Gee a*. I I SECTS. SECTION VIEWS - HORIZ. & VERT. OrowIng No.: 4214 2. 78 4 Sheet: 3 a 4 Rev.: ER 1 H.P.G. 1 H.P.G. 7PWSW Bead screws. 2 1/2" from end, 20" centers Fastec ITEM DESCRIPTION 1 Frame Head & Sill 2 Frame Jambs 3 .688 x .500 Channel Glaz. B 4 Seam Sealer 5 Closed Cell Foam Tape 6 /8 x 1.000 Ph. Pn. SMS 7 Silicon Back bedding 8 7/16" (454) W /MONSANTO LNTERLAY 9 7 16" (454 W /DUPONT INTERL YER 10 j6 x .875 Ph. Fl. Self —ta. Revisions: Nat era: Drawn Sy D.B. Revised By: D.B. Vendor No.: Oole: 2/16/98 Dofe: 1/29/99 S � N.T.S. Classification: Description: / Proress!veL , 4 s s Techno logy w,.w.w el o.p c.i.... - - , a..ti. s O_., er ..i.. Prod. Congory: PICTURE Series /Mode!: 701 Addre»: P. 0. BOX 1529 NOKOMIS, FL. 34274 APPP,OYED AS COMPLYING WITH THE SOUTH FI,QRIDA BUILDING COOE PRODU' TROT 01I S uN B CO)AP1.At ;CE OFFICE ACCE ?TAt;CUILDING . COOS NO. -0 1 " NINDOW -. Site: Drawing No.: Sheet: B 4214 Rev.: V.T.# Q QTY. LOCATION - - + - ---- - ----- VENDOR V 612241 1 _ V Alumax A AF -12241 612242 ` Alumax _ AF-12242 'ad 6 6533402 4 4 A _ A AF- 533402 6SM55W S 61308 4 Schnee— Morehead S SM5504 781PQA 8 4 between bead & glass) S Stik —Il 1 1308 62899C D 8 Frame Assy. screws) M Merchants Fasteners Dow Corning 8 899 ITEM DESCRIPTION 1 Frame Head & Sill 2 Frame Jambs 3 .688 x .500 Channel Glaz. B 4 Seam Sealer 5 Closed Cell Foam Tape 6 /8 x 1.000 Ph. Pn. SMS 7 Silicon Back bedding 8 7/16" (454) W /MONSANTO LNTERLAY 9 7 16" (454 W /DUPONT INTERL YER 10 j6 x .875 Ph. Fl. Self —ta. Revisions: Nat era: Drawn Sy D.B. Revised By: D.B. Vendor No.: Oole: 2/16/98 Dofe: 1/29/99 S � N.T.S. Classification: Description: / Proress!veL , 4 s s Techno logy w,.w.w el o.p c.i.... - - , a..ti. s O_., er ..i.. Prod. Congory: PICTURE Series /Mode!: 701 Addre»: P. 0. BOX 1529 NOKOMIS, FL. 34274 APPP,OYED AS COMPLYING WITH THE SOUTH FI,QRIDA BUILDING COOE PRODU' TROT 01I S uN B CO)AP1.At ;CE OFFICE ACCE ?TAt;CUILDING . COOS NO. -0 1 " NINDOW -. Site: Drawing No.: Sheet: B 4214 Rev.: Y 96.000 MAX. 17.750 MAX. ON CENTER 48.000 MAX. 16.500 MAX. ON CENTER 6.750 is ( Revisions Material: Oruw By: D.B. Revised By: D. B. Vendor No.: LARGE MISSLE MPACT WINDO NS 1.) GLAZING: 7/16 (.454) LAMINATED W /INTERLAYER (3/16" HS /.090 FILM/,3/16" HS) 2.) CONFIGURATIONS: 0 3.) DESIGN PRESSURE RATING: +90 P.S.F., —90 P.S.F. 4.) ANCHORS: MAX. 6 1/4" FROM EACH CORNER (HEAD & SILL) MAX. 6 3/4" FROM EACH CORNER (JAMBS) MAX. SPACING AT HEAD & SILL: 17 3/4" MAX. SPACING AT JAMBS: 16.500" 5.) SHUTTER REQUIREMENT.• NO SHUTTERS REQUIRED , 5.) REFERENCE TEST REPORT: FTL -1971 ( 6 4 8 " X 3 ante: 16/98 2/ Oafe: 1/29/99 Scale: N.T.S. on .. C/assit cotton: DesaipUon: M.r44rr d Prod. Cotep PVI NOKOMIS, FL. 34274 APPROVED AS COWPLYINC WITH THE SOUTH FLORIDA BUILDING CODE Oti' • r • BY • ro EUiLDii;C Cn ACCUT.v'tCE .�. - LI ' progressive E Series /Mode /: Item: 701 ELEV. IMPACT PICTURE WINDOW. (0). A drnes. P.O. BOX 1529 Size: B Drawing No.: 4214 " Sheet: 1 a, 4 Rev_ TABLE 1` BEAM SCHEDULE 1/80 (SEE NOTE 4) BEAM SECTION SPAN TABLE FOR DIFFERENT TRIBUTARY WIDTHS ;FT - IN) TYPE MARK ONt uBI p 1 I INI 58 O 2 4 0.055 0.055 5- 7 5- 4 5- 1 4 -11 4- 9 4- 8 4- 6 4- 4 4- 3 LB O 2 4 0.055 0.090 5 -8 5 -5 5 -3 5 -0 4 -10 4 - 9 4 - 7 4 -5 4 -4 LB 0 2 6 0.055 0.130 8 -3 7 -11 7 -7 7 -4 7 -1 6 -10 6 -8 6 -6 6 -4 LB 04 2 7 0.055 0.130 9- 2 8- 9 8- 5 8- 2 7 -10 7- 7 7- 5 7- 2 7- 0; LB 0 2 8 0.072 0. 224 12 3 11- 9 11- 4 10 11 10 7 10- 4 10- 0 9 - 9 LB 0 2 9 0.072 0.224 13- 3 12- 9 12- 4 11 - 11 11 6 11 2 10 - 10 10 2 2 3 x 0 O.H. / / / / /// ///// //iii L2/2 42 L2/2 43/2 L3 L3/2 44/2 - CASE 1 TRIG. AREA = I L1/2 • 0,H.) x (L2/2 • 1 - CASE 2 TRIB. AREA • 1_42/2 • L3/2 ) x ( L1/2 • 0.H. I - CASE 3 TRIB. AREA • I L3/2 • L4/2) x 1 41/2 • O.H. I - CASE 4 TRIB. AREA = I L1/2 • O.H.) x (L4 /Z • 1 ) TRIBUTARY WIDTH/AREA DIAGRAM N.T.S. 44 L4/2 1' -0" D.H. TABLE 2 BEAM SECTION TYPE 5B LB LB LB LB LB MARK 0 0 0 0 0 0 A 2 2 2 2 2 B INI 4 4 6 7 B 9 0. 055 0.055 0.055 0.055 0.072 0.072 BEAM SCHEDULE L/180 (SEE NOTE 4) T f IIN) 0.055 0.090 0.130 0.130 0.224 5' -0" 5 -2 5 -2 7 -9 9 -0 11- 3 0,224 12 6 SPAN TABLE FOR DIFFERENT TRIBUTARY,W a, #.NA 5 - 0 5 -0 7 -7 6 -9 11- 0 12- 2 4 -11 4 - 4 -11 4 -10 -5 7 2 8 -5 8 2 ; 10 -ES 10 -6 7 1 611 . 1C:rt'3 11- 4 7 3l; 10- 0 11- 1 TABLE 3 MARK 0 0 0 0 COLUMN SECTION WITH OR WITHOUT SCREEN WALL A B IIN) (IN) 3 3 3 3 4 4 2 4 UI 0.093 0.125 0 125. 0,4.55 T f COLUMN SCHEDULE H =7:: 0.093 0125 8 8 012 8 - 0 • OS5' 6 -0 0.130 MAX. COLUMN SPACING FOR A GIVEN HEIGHT, H DEFLECTION = L /180 H.9' 8..:o-;:i 6..- 5 9; 0 5 0 '?: 5 4 8 -0 8 -:,G! H =10' H =11' 4 -8 6 -1 8:::- 0 MARK 0 0 0 0 MA COt,UMN SPACING FOR A::CtiY.EtE,1k 1GHT, H FT -w) /,(7N:O.f: SCREEN WALL DEFLECTION_ L /180 A (IN) 3 3 4 2 2 . ,.:....:. COLUMN SCHEDULE H -8' 4 - 1 B IIN) 3 4 6 0,125 0.125 3 4 UN) 0.093 0.125 0.125 0.055 0.055 0.055 0.130 6 -5 8 - 5 -4 8 -0 8 -0 H =9' 8 -0 8 - 0 H =10' H =11 6 -8 5 -0 4 -6 8 -0 8 -0 6 - i4 at,E 5 4 PANEL SPAN SCH.EI UtE (FT - w) W/ ' -0" OVERHANG L /8 L /180 10 - 3 13 -6 2 '_ 0 « OVERHANG L /80 10 - 0 10 - 0 10 -0 L/180 10 - 0 10 5 13'- 10 'f ABLE 6 MARK 0 11 ID ` SIDE BEAM SCHEDULE trT -IN1 L /80 3 - 5 -9 7 - 0 L /180 3 -0 4 - 9 6 -0 Appcov'ed as complying with the Florida Bo ' ' Code too Date • Z- -• NOAIM - • , 0 • otrol Miami Dade ' Dirtslo BY J Q a . u . 0 O vi a. W VJ. KNEZEVICH PROFESSIONAL ENGINEER FL License Nc ;.i 010983 0 T1 200 • cc date 12/75/1995 scale AS NOTED design by VJK, drawn by MCR checked b VJK drawing no. 95 -681 sheet 4 of 4 in /no /n7 17. 97 GENERAL NOTES: 1. THESE APPROVAL DOCUMENTS REPRESENT AN EXPANDED POLYSTYRENE (E.P.S ) ROOF PANEL AND SCREEN ENCLOSURE ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE FLORIDA BUILDING CODE 2001. 2. A 33% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THE CONNECTIONS FOR THIS PRODUCT. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7 -98, A DIRECTIONALITY FACTOR OF Kd =1.0 SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS E.P.S. ROOF PANEL AND SCREEN ENCLOSURE. 5. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS, ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. ALL BUILDING PERMIT DRAWINGS SHALL HAVE "ELITE" IN RED ACROSS THE FACE OF THE DRAWINGS. 7. ANY MODIFICATIONS CR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL, B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION, 9. WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 10. DESIGN LOADS: A) ROOFS: DEAD LOAD = 2.0 P.S.F. DOWN (1.0 P.S.F. FOR UPLIFT) LIVE LOAD = 30.0 P.S.F. DOWN ROOF WIND LOADS ARE CALCULATED IN ACCORDANCE WITH ASCE 7 -98, B) SCREEN WALLS: WIND LOAD = 21.6 P.S.F, SCREEN WALL WIND LOADS ARE CALCULATED IN ACCORDANCE WITH TABLE 6 -12 OF THE ASCE 7 -98 WITH Cf = 1.5, AND E = 0.4. 11. DEFLECTION CRITERIA FOR COLUMNS, BEAMS, AND ROOF PANELS: A) L /80 FOR ROOF PROJECTIONS FROM EXISTING STRUCTURE LESS THAN OR EQUAL TO 12 FEET WHEN USED FOR RESIDENTIAL OCCUPANCY. B) L /180 FOR ROOF PROJECTIONS FROM EXISTING STRUCTURE GREATER THAN 12 FEET AND ALL COMMERCIAL PROJECTS. 12. SCREEN FABRIC OPENINGS SHALL BE 60% OF THE GROSS AREA OR GREATER. 13. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. SHAPES OF ALUM. STRUCTURAL MEMBERS SHALL BE AS SHOWN ON THIS DRAWING WITH WALL THICKNESSES AS SPECIFIED. EXTRUSION THICKNESSES MAY HAVE A TOLERANCE OF +0.0066 ", UNLESS SPECIFIED AS A MINIMUM, 14, ALL BOLTS AND SCREWS SHALL BE 2024 -T4 ALUMINUM ALLOY, ELECTRO -GALV. STEEL, HOT DIPPED GALVANIZED STEEL OR STAINLESS STEEL. 15. ALL CONCRETE ANCHORS SHALL BE AS SPECIFIED ON DRAWINGS. EMBED. LENGTHS NOTED ON DRAWING SHALL NOT INCLUDE STUCCO OR FINISH MATERIAL. 16, CONCRETE TO DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AFTER 28 DAYS. CONCRETE MIXTURE AND PLACEMENT TO COMPLY WITH THE PROVISIONS OF THE A.C.I. BUILDING CODE CURRENT EDITION. 17. REINFORCING STEEL SHALL BE ASTM A -615 GRADE 60, WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A -185. 18, ADEQUACY OF EXISTING STRUCTURE SHALL BE VERIFIED BY REGISTERED PROF. ENGINEER PRIOR TO ATTACHMENT OF NEW SCREEN ROOM STRUCTURE. '19. MINIMUM SOIL BEARING PRESSURE SHALL BE 2000 PSF. 20. ALUMINUM MEMBERS IN CONTACT WITH CONCRETE AND WOOD SHALL BE PROTECTED BY "KOPPERS BITUMINOUS PAINT" IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001, SECTION 2003.8.4. 21. THIS CANOPY CAN NOT BE BUILT AS AN ADDITION TO A MOBILE HOME. 22, SCREEN ROOM UNIT SHALL BE LESS THAN 15 FT. HIGH ABOVE GROUND LEVEL. 23. THIS E.P.S. ROOF PANEL SHALL BE USED IN THE CONSTRUCTION OF SCREEN ROOMS WITH OR WITHOUT SCREEN WALL ONLY. EACH ACTUAL PROJECT SHALL BE CONSTRUCTED USING THE SAME PANEL CROSS SECTION AND ATTACHMENT FASTENER DETAILS AS SHOWN ON THESE DRAWINGS. 24. E.P.S. ROOF PANEL SPECIFICATIONS: A) PANELS SHALL BE COMPOSITE SANDWICH PANELS COMPRISED OF ALUMINUM FACINGS WITH EXPANDED POLYSTYRENE FOAM PLASTIC CORES. B) PANEL FACINGS SHALL BE 0.030" W/0 PAINT, ALUMINUM ALLOY 3105 -H154. C) PANEL CORE SHALL BE EXPANDED POLYSTYRENE WITH THE NOMINAL DENSITY 2.0 P.C.F. D) ADHESIVE SHALL BE MORAD 640 PRODUCED BY MORTON INTERNATIONAL SPECIALTY CHEMICALS GROUP, APPLIED TO BOTH SIDES OF THE CORE MATERIAL. na / 10 /CIO ta• A A 5.562" VARIES: 6.562" 8.562" 10 2 "x2" SCALE: 3.000" .055" ITYP) ............... Tw Tf ® SNAP BEAM (SB) 2 LAP BEAM (LB) BOX COLUMN SCALE: 3" = 1' - 0" SCALE: 3" = 1' - 0" SCALE: 3" = 1' - 0" FACING -\ FACING 1 3 E.P.S. ROOF PANEL (SEE TABLE 5)" V.fiSCALE: 1 -1/2" = 1' - 0" WIDTH • 2' -0' OR 4' -0" CORE .A .375" r .055" (TYP) .062' 2" .062" 1 GUTTER SCALE: 3" = 1' - .055" ITYP) 2" r11 2" 1 2 "x3" 3" = 1' 0" SCALE: 3" = 5.737" VARIES: 6.737" 8.737" 750" V501 (01 .IlLa41UF 3'OsS NI 0 WO orr■ JAN W 0. l.L. 0 0 c L w design by VJK state AS NOTED gti W5 �vo W� L � - R on 0 1 w G ■ ■ 0. c N 8I s. zo VJ. KNEZEVICH PROFESSIONAL ENGINEER FLLkO 0010853 J � V W b = G = N . L 0 . 0 0 z N o � • SUOMI I 111111 data 12 /15 /1995 v drawn by HER (chec by [ checked drawing no. 95 -681 sheet 1 of 4 .093" 2.0 00 1 WALL H EAD ER - 0 Approl ed as comp!) 4 g with the Florida B g Coe Date o2 to 2.003 NOAks o l 01 • of htiaml Dade Product Control Dhia By ANCHOR MIN. EMBEDMENT ITYPI EXISTING CONC. WALL z a STUCCO OR FINISH MATERIAL, TYP, ALUM. COLUM V -O" TO 2 - -0" it OVERHANG REQ'0. in /no /m 17i 01 N F < W Q 1 EP.S. ROOF PAN 13 14 OR t5 3' PANEL 4'- BEAM SPAN OR REQ'D COLUMN SPACING 1 INTERIOR PANELS 1/4 "0 THRU BOLT 18I 12" D.C. FIRST PANEL (EACH SIDE) SIX 1/4 "0 THRU BOLT EQUALLY SPACED • SLOE BEAM EXISTING CONCRETE OR/ / MASONRY STRUCTURE CR E O CONT, BEAM BEAM SPAN OR COLUMN SPACING (SEE SCHEDULE) ROOF PLAN N.T.S EXISTING WALL MEAOER 18 CONC, WALL — EtTO-WALL D.TAII SCALE 1 -1/2 = 00 10 0R 11 SIDE BEAM TO COLUMN USING 2" x 2 -1/4" x .072" x BEAM DEPTH RECEIVING CHANNEL WITH TWO 1/4'0 THRU BOLTS ITHRU SLOE BEAN, EACH SIDE) AND TWO 1/4 THRU BOLTS ITHRU COLUMN) O TYPICAL SIDE BEAM TO COLUMN DETAILS SCALE: 1 -1/2" = 1' - 0" 5 BEAM SPAN OR INTERIOR PANELS 1/4 "0 ITW TAPCON ANCHOR p 12" O.C. W/ 1 -1/4" MIN. EMBEOMENT INTO CONCRETE. FOR W000 CONNECTION 3/9 "0 x 5" LONG LAG SCREWS LA 10" O.C. FIRST PANEL (EACH SIDE) 1/4 "0 ITW TAPCON ANCHOR La r 0.C. ANCHOR MIN. W/ 1 -1/4" MIN. EMBEDMENT INTO EMBEDMENT ITYP) CONCRETE. FOR W000 CONNECTION 3/8 1 '0 x 5" LONG LAG SCREWS 009 "0.C. 3'► 4' -0" BEAM SPAN OR 4L COLUMN SPACING COLUMN SPACING REDO. ISEE SCHEDULE) 4' OR 6' PANEL 1/4 "0 ITW TAPCON ANCHOR Lm 12" O.0 W/ 1 -1/4" MIN. EMBEDMENT INTO CONC. FOR W000 CONNECTION USE 3/9 "0 x 5" LONG LAG SCREWS p 10" 0.C. )PER ANGLE) 2" x 2" x .125" AL. ANGLE, TOP 3, BOTTOM / / INTERIOR PANELS 1/4 "0 THRU BOLT p6" 0.C. FOR 4" PANEL ANO 5" O.C. FOR 6" PANEL FIRST PANEL (EACH SIDE) SIX 1/4 "0 THRU BOLTS FOR 4' PANEL AND EIGHT 1/4'0 THRU BOLTS FOR 6" PANEL FIRST P ANEL EACH SIDE SHALL SE 4' -0 ". USE 2' -0" PANELS La INTERIOR PANELS WHERE REQUIRED TWO 1/4 "0 THRU BOLTS W/ 1 "0 x 0.031" GALV. STEEL WASHER AND 0.079" NEOPRENE GASKET p 9" 0.C. FOR 3," PANEL OR 8" 0.0. FOR 4" ANO 6" PANELS CABLE BRACING ISEE SHEET 31 O PANEL INTERLOCK DETAILS N.T.S. Cf Nti, ALLJ). :OMAN NOTCH COCI.kyie ANDPROYIOE 1/8" x o w)be C19vsk PLATe 10' S1'1S ( 24" 0.0 TOP:;#:BOTTOM TWO 1/4 "0 THRU BOLTS @I 10" 0.C. 2' x 3" x 1/8" CONT, AL, ANGLE. ITYP, BOTH 5(0£5 OF BEAM O PANEL TO BEAM DETAIL SCALE: 1 -1/2" = 1' 0" F134 (1. TI ©1 1" x r x 1/9" AN0e4) :., , OF BEAM EAC('$ 510E:Ett {.OLU11Ni i W/ FIVE *14 SMSt .00i.1' TO COLUMN FOR BEAMS, OR S61E F14 5115 TO Be TO.Ci3I.(Jt1N FOR BEAM E.P.S. ROOF PAN 14 OR 0 THREE 1/2" .tIiRila FOR BEAMS ® FOUR 1/2 "0 THRtl,l3 FOR BEAPIC FIVE M14 0ti) COLUMNS �7 8 9 OR FOUR *1L 5MSfOR COLUMN(:) EMT° COLUMN DETAIL $£.ALE: 1 -1/2" = 1' - 0" 00 NOT FASTEN TO OVERHANGS OR EAVES 1/4" PER FOOT MIN. SLOPE x 1/8" : 3" AL. S.L.R!PLa 0 . 0.0. t(f,N10 SMS EACH ENO GUTTER 16 OR ELITE DOUBLE GUTTER, "E" GUTTER OR DRIP EDGE FASCIA o\A \- 1 A `1 G � R E �kQ'�`j'' / JAN r � Approved as cor ij IIy)11g with the Florida Seidl Cod Date Z o3 3 tOA0 MFamf Dide Product Control Mist* By c 0 N J Z CL LL 0 cc V 1 W LL imh 0 VJ. KNEZEVICH PROFESSIONAL ENGINEER R License No: • ' n. 10983 Ana Po �' T 1 1 2002 date 12/15/1995 scale AS NOTED (design by t VJK drawn by HER checked by VJK drawing no 95 -681 sheet 2 o 4 CABLE SCHEDULE TOTAL NO. OF CABLES REQUIRED AT FRONT WALL. COLUMN HEIGHT ( FT -IN) PANEL SPAN ( FT -IN ) : 12 -0" • 13 -10" 7' -6" 2 2 8' -0" 2 2 2 2 10' -0" 2 4 11-0" 2 1/4" WIDE x 2" LONG x 24 GA. STAINLESS STEEL T HIMBLE PIECE (B PLATE MOLE ONLY VJ, KNEZEVICH PROFESSIONAL ENGINEER FL License No: ' 10983 Y" x 1" x 0.062" x 0' -2" ANGLE CHAIR RAIL 1D R 11 6' -7" MAX. SPAN FOR 2" x 2" 9' -0" MAX. SPAN FOR 2" x 3" PLACE 2" x 3" W/ 3" HORIZONTAL COLUMN TO FOUNDATION CONNECTION [SEE TABLE 7 BELOW) COLUMN O1OR03 4" THICK CONCRETE SLAB W/ 6" x 6 ", Wt4 x 41.4 WWM (TYP) t n /nQ /n7 17.97 TYPICAL CHAIR RAIL DETAIL SCALE: 1 -1/2" = 1' - 0" 2 12 CONT, CONCRETE FOOTING W/ 2 4k5 REBARS (TYP) ANCHOR 801.7 LOCATION DETAIL TYPICAL SLAB EDGE DETAIL SCALE: 3/4" = 1' - 0" #10 5M5 EACH LEG OR 2 610 INTERNAL SCREWS W/ NO ANGLE COLUMN (SEE SCHEDULE SHEET 4.) TYPICAL COLUMN TO SLAB EDGE CONNECTION DETAILS SCALE: 1 -1/2" = 1' - 0" 1 20" CONT. BEAM 12 W/ 1/4 "0 ITW RED HEAD SLEEVE ANCHORS 16" 0.C. ITYP) 1/8 "0 5.5. CABLE COLUMN TO FOUNDATION CONNECTION (SEE TABLE 7 BELOW) 3/e "0 x 4 -7/8" OVERALL O - O LENGTH S.S. WELDED CLOSED 11 1 "EYE" B0LT W/ 3 - NUTS b C 2 - WASHERS If0 i ii i 2- 3/8 "0 x 3/32" THK. r x 3/4" ALUM. SLEEVES At):::r � / 0 CRIMPED AROUND CABLE — Tina. 1 \ RETURN ITYP) — 3" x 5/8 "0 - 1 /9" THICK A.S.T.M. A -36 OALV, STEEL CLIP W/ 2 - 3/8 "0 GALV, STEEL RAWL BOLTS W/ 2" EMBEDDED TO CONCRETE 3/16" ANGLE BRACKET . FOR CABLE CONNECTION SHOWN ON SHEET 3 TYPE T ATTACHMENT 12" CORNER COL. CABLE BRACING CONNECTION DETAIL N.T.S 1 /9 "0 S.S. CABLE (ITN TOP OF SLAB FINISH TOP OF CONCRETE CONC. FOOTING .2 "7 TABLE 7 TRIBUTARY AREA (ftl • 28 • 42 • 56 ,o 72 COLUMN TO FOUNDATIRO ANGLE SIZE (EACH 510E OF COLUMN) 2" x 2" x 1/4" x 0' -1 3/4" 2 "x2 "x1 /4 "x 0' -3" 2" x 2" x 1/4" x 0' -4" 2 "x2 "x3 /8"x0'_4' CONN�TION TASL a) THRi:i BpkT b) SCREWS btE!{ETE ANCHOR .E=ACH ANGLE) a) TWO 1/4 "0 b) TWO #14 SMS a) TWO 3/8 "0 b) THREE #14 SMS a) THREE 3/8 "0 b) FOUR #14 SMS a) THREE 3/8 "O b) FIVE #14 SMS , 1/ - 2 "0 ITW RED HEAD ' WEDGE ANCHOR W/ 2 -1/4" EMBEDMENT 5/8"0 ITW RED HEAD WEDGE ANCHOR W/ 2 -3/4 " EMBEDMENT 5/8 "0 ITW RED HEAD WEDGE ANCHOR W/ 2 -3/4 " EMBEDMENT 3/4 "0 ITW RED HEAD WEDGE ANCHOR W/ 3 -1/4" EMBEDMENT 6175" 6063 -76 AL. ALLOY ANGLE BRACKET (SECTION 11 -11) N.T.S. CABLE TO FOOTING:. CONNECTION DETAI 2 - 3/8 "0 x 3/32" THK. x 3 /6.0;f;ONG ALUM. SLEE.Y.E:S f,AIMPED AROUJNO CABLE RETURN IVY' Z, ATTA, Q/MENT TOP OF SLAB FINISH TOP OF CONCRETE CONC. FOOTING 5 3/4" x 11/4" x 1/8" EXTRUDED j, 6Q63 -T6 AL. PLATE W/ 2 - 3/8" i, CARBON STEEL RAWL BOLTS 2" EMBEDDED TO CONCRETE JAN 5 Approved es cenpptly's with the Merida B's AgCode Date . t O -1- o NOM 03 — 0 • ' . O J� Miami Dade ' ' -' El Centro! BY 'scale AS NOTED dealgn by VJK data 12/15/1995 drawn by MCR checked by VJK drawing no. 95 -681 ( sheet 3 of 4 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Elite Aluminum Corporation 1801 N.W. 64 Street Ft. Lauderdale, Florida 33309 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will. incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Screen Rooin with Aluminum Sandwich EPS Roof Panel APPROVAL DOCUMENT: Drawing No. 95 -681 titled "E.P.S. Roof Panel ", prepared by Knezevich & Associates, Inc., dated December 15, 1995, last revision #2 dated June 19, 2002, sheets 1 through 4 of 4 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. MISSILE IMPACT RATING: None LABELING: Each panel and chair rail shall bear a permanent label with the manufacturer's nanie or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein/ RENEWAL of this NOA shall be considered after a renewal application has been filed ariethere has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there, has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply' with any section of this NOA shall be cause for termination and removal'of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 99- 0519.05 & cons' .f i'; p I roval document mentioned above The submitted documentation was reviewed by Helmy A 'sitd/a MIA.NII-DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 • NOA. No 03 -0109.01 Expiration Date: 02/20/2008 '"/ Approval Date: 02/20/2003 Page 1 _91..304 i r 2 \L L t;1 l 0 i IL. 1 d or I / 1 1 I PA' D' F ILL') L') t■ \1 I E LLE Le IV/ t xt 4 ,T. Lu (Doi) n eZ.4 A' Fool oi)LT' ( &''X20 t %ta 2 41 S2v D5 / f 0 e 0 Z J / XCZ zlc 2. RAMMS ENGINF;ERING, INC. ROBERT S. MO SOUR, P.E. # 119 2100 W. 76 St. Suite # 311 Hialeah, FL 33016 (305) 8224141 L ca (Z N:\ P)01 Li) 1 G: ti, L 1 noNtio _ 1t, C0.a ( (2 t i E F� �t 1,.) 1 1 ` tom 00QS wS0° _Llf Ni.Lc■L .__ B( _ J.�' C� r SCALE: A PPROVED BY: DATE : REVISED o L t C J N! a__ boon iZ.23 DRAWN BY DRAWING NUMBER