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284 NE 102 St (3)
S 5 1 ,AsstA ZG o " 4(3.0 t,t A' S, 3.3'5 I 15 (O., I 1 t% 3 (1 , O 41 1. , QaU (, *%1a OZG JP- N.�. /4),9.-° Sr. f r • r a ny �� /04. 33' 5 rri_ P<Ary Acct-V> A at) ' / .4 L of / fa- 61._0c.t..35. (4ii ji 5 HoEf,5 5Ec.. / AMMYg p lv D ,4o coLJiv T y 6— /3 , 2' SoLri -1 vekTEOH C- A — c •- Do - . R . ITEMS NEEDED: PERMIT PROCEDURE TAX RECEIPT FOLIO NUMB E R 2 COPIES O F CURRENT S U R V E Y 2 COPIES O F BLUEPRINTS 1 BUILDING P E RM I T APPLICATION WHEREVER APPLICATI O N CALLS FOR CONTRACTOR, INSERT THE WORD " OWNER ". SPECIFY ON APPLICATION STATE APPROVED SHED. TAKE ALL PAPERWORK TO Y.OI : BUILDING 84 ZONING DEPAReXTIENT • .• • I F YOU RUN INTO A PROBL.E 4 AT • • THE BUILDING DEPARTMENT US AT 822 — ?433 TO TRY ANd42) • SOLVE IT WHILE YOU ARE 7VER 3•a • . . • - •••• . SHEDS AMERICA • • • •• . ▪ • FEB. 1993 JEB BUSII Governor Mr. Ronald Chaffin Certified Building Specialties, Inc. 9660 NW 77th Avenue Hialeah Gardens, FL 33016 Dear Mr. Chaffin: LHJ:sc cc:Christopher N. Mills FLORIDA KEYS Area of Cdlkel State Concern Field 011ie 2794 Oversees tl lalwey, SNts 112 Marathon. noddle 330so 7727 Sincerely, STATE OF FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS "Helping Floridians create sale, vibrant, sustainable communities" June 14, 2001 RE: 2001 Six Month Renewal 13ased on the 1997 -SBC's Manufacturer's 1.D. Number: CBS -321 This Approval Expires December 31, 2001 STEVEN M. SEIBERT Secretory It is my pleasure to inform you that the Department of Community Affairs has renewed Certified Building Specialties, Inc. approval to Manufacture commercial buildings, commercial storage and residential lawn storage buildings for installation in Florida. 'These buildings must meet•the windsp>;Lf1•AP the geographic area they are installed. This renewal is granted pursuant to inspection of }fur t ubmiM9:, •• plans which were found by this department and your inspection /plans review agency to he i compliance • with the applicable codes.. •••• • • . \ :011-site installation requi rements a.Ce -S{ I 11 and entirely reserved to local gtftettlnent. . :Iiese • • regntre rents mus easonnble and um applied the same as or conventional constrr lion. "•• • A state certified building must bear a valid Department of Community Affairs insignia of ringrAval. The insignia is evidence to local government that the building is constructed to meet mit+itntim safety . standards and is safe, sanitary and structurally sound. • A copy of this letter trust be attached to the approved plans when making application for local building permits. Lawrence H.. Jor an, Building Official Codes and Standards Office 2556 SHUMARD OAK BOULEVARD • TALLAHASSEE, FLORIDA 32399-2100 Phone: (850) 488- 8488 /Suncom 278 -8488 FAX: (850) 921. 0781 / Suncom 291 -0781 Internet address: http: / /www.stete.!I.us /coma((/ ORFEN SWAMP Arse of Cdtkel Stele Concern r Office 20. E am Mein Si•m, 4,104 104 Barlow. nodd4 VIg10 4641 • • • • • 15.00' t- � 1 V t A •••-Concrete L • 'Driveway • 1 0 Found 1/2" Pipe No Id 0 12.0' • 0 0 21.00' 21.00' rrr 8 centerline Record Sc Measured: 115.00' N O m 0 t3 _o 0 0 —. QD OQ 33,50' W 51.50' rt r -T- r - r 7' - 7.5' 19' Pavement U+ S Found 1/2" Pipe No Id O (D N Z 0 N p CO cb 0 cD 0 N t 8.00' 27.75' N fAi 0 ri o & Measured: 115,00' . S' Sidewalk ••• �- Found 1/2" Pipe Found 1/2" Pipe JVoJcL 15' Parkway No Id 0 27.75' .Concrete 37.50' fV 0 1 0 0 a z 7' O la •N•••• • • • • • • • • • • • • • • ca • '. • m • • •• • • • • • • • • m m 1/12/200:. 17:17 3052708385 • • • • • • • • • i: • y. • • • • W E s (\,) LLI BOUNDAP . . 5U RVLY . €.. •: ;.; • • • • • ., �. .- • i LOCATION SKETCH N. T. 5. .LEGAL DESCRIPTION: Lots 1 and 2, block 35. AN AMENDED PLAT H o SECTION Page 70, 1, of the Public is to the Plat thereof. os Records of Dade-County, ar %L.AMAR VUKOMC AND JANET TURCOT WKOVI 284 NE 102ND STREET MIAMI SNORES, FLORIDA 33138 I HEREBY CERTIFY: That the SKETCH OF SURVEY of the (shove ptianed pi was completed undo my supervision and/or direction, t the best of my knowledge and be11ef This survey meets or exceeds the !mum Technicd Stondords set forth by the Florida Board of Lend Sun*, s in Chapter 61- g -17 -6 Florida Administrative Code. Pursuant to 5estion 472.027. Florida Statutes. 1) FLOOD ZONE: X PANEL- 0093 F COMMUNIT' NO. 120652 DATE OF MAP: 3-2 °94 2) THERE SURVEY THAT BE IN THE PUBUCC RECORDS OF THIS COUNTY 3) EXANINATDN OF ABSTRACT OF DTLE WILL HAVE TO BE MADE TO DETERMINI. RECORDED INSTRUMENTS, IF ANY, AFFECTING PROPERTY 4) LOCATION AND IDENTIFICATION OF UTIUDUES, IF ANY ARE SHOWN IN ACCOR )ANICE WITH RECO 5 0yr4ER5HII IS 51JBJEC. TRDED O OPINION PLAT OF TITLE 6 TYPE OF ;AJRVEY: BOUNDARY SURVEY 7 LEGAL DESCRIPTION: FURNISHED BY CLIENT 8 THIS SURVEY 15 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL 1HIS PW RV. A FLORIDA UCENSED SURVEYOR AND MAPPER R SURVEY. 9) HAS S SEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON. THE CERTIFICATE DOES NOT EMEND TO ANY UNNAMED PARTIES 10) UNDERGROUND UTILITIES ARE NOT DEPICTED HEREON, CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK OR CONSTRUCTION ON THE PROPERTY HEREIN DESCRIBED. SURVEYOR SHALL BC NOTIFIED AS TO ANY DETAATION FROM UTIUDES SHOWN HEREON. CERTIFY TO: JLADIM!R WLOVIC AND JANET TURCOT WKONC, CITY NATIONAL BAN( OF FLORIDA. U.S. FIDELITY 1111.E COMPANY, CHICAGO TITLE INSURANX COMPANY FIELD SURVEY DATE: 08 -17 -00 SCALE: 1 "= 20' DRAWN BY: PAP DRAWING DATE: 8-17-00 FB: 194 PC: 55 DRAWING N0. 00 -890X A S MIAMI SURVEY FOR: ••• • • • ••• • .. • • • •. .• • • • • • • •••• •• • •• • • ••••••• • • • • ••••••• A M DELTA SURVEYORS, INC. . 13205 SW 1371H AVENUE SUITE 225 MIAMI, FLORIDA 33186 PHONE: 305- 253 -0909 FAX: 305-253-0933 • PAGE 03 MIAMI in Plot i i WALDO F. PAEZ REGISTERED ..AND SUR i NO 3284 CERTIFICATE AUTHORIZATI LB. 0. 3386 STATE FLORIDA 1./1.1114111U LI ...4. 41 ..v. .a vv...... ■•••.. Passed Inspector Comments . C I Y C 0 PY a Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -9109 Permit Number: BP2005 -768 Inspection Date: 02/07/2006 Inspector: Inepeetor,Detault TLP►V'5. Owner: VUKOVIC, VLADIMIR Job Address: 284 102 Street NE Project: <NONE> Contractor: Miami Shores Village, FL Tuesday, February 7, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Imported Permit Inspection Type: Zoning Final Work Classification: <NONE> Phone Number Parcel Number 1132060134710 Lot: Page 1 of 2 5562 N.W. 71h STREET, S J TE 202 MIAMI, FLORIDA 33126 TELEPHONE; (305) 264 -2660 FAX: (305) 264 -0229 /2 c //. LAND SURVEYORS 4- /.3a � M b 0 - 2 h fga L. F. E: /0.37 F: E." - it 33' /7 4- 0• 900 /3 /0 c1- / Nona fritrurtjars sut. BOUNDARY SURVEY Scale 1" /'2 �9'6P 7 — �2 ze/J 70.e � •� 3,3 ove G, O c� g iv •\h ai q' � � r a " o a, \O Z,,3 °° '/& 77 / 1 &Q \ <1 )e`Jr4<-":Jc - -• 0 /o oa t i9r V.�` T• 4, A c e A1/11 qq0 4 - r q ' •-4 •A . 10.E ∎; \ d \\‘) \�, f 7° COPY 20 Imgcs ov v SURVEY NO. SHEET NO. 2 OF? ,Up ib ds • �l O' O `` ° moo 0 �- /2/ X3/4/ T 5582.N. W. 7th STREET, SUITE 202 MIAMI. FLORIOA 33126 TELEPHONE: (305) 264-2660 FAX (305) 264 -0229 0 . DRAWN BY: / 7 : Survey of Lot: 1 -2 Block: 35 Subdivision: AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1 According to the Plat thereof as recorded in the Plat Book No. 10 at Page No. 70 of the public records of MIAMI -DADE County, Florida. Property Address: 284 NE 102 ST, MIAMI, FL 33138 For: VLADAMIR VUKOVIC A =ARC. A/C = AIR CONDITIONER PAD AE. = ANCHOR EASEMENT. A/R = ALUMINUM ROOF. A/S = ALUMINUM SHED. ASPH. = ASPHALT. B.C. = BLOCK CORNER. BLDG. = BUILDING. B.M. = BENCH MARK B.O.B. = BASIS OF BEARINGS. C. = CALCULATED. C.B. = CATCH BASIN. C.B.S. = CONCRETE BLOCK STRUCTURE. CBW = CONCRETE BLOCK WALL OH. = CHORD DISTANCE CH. B. = CHORD BEARING. CL = CLEAR. C.LF. = CHAIN UNK FENCE. C.M.E. = CANAL MAINTENANCE EASEMENT. CONC. = CONCRETE. C.P. = CONC. PORCH. C.S. = CONCRETE SLAB. D.E. - DRAINAGE EASEMENT D.M.E. = DRAINAGE MAINTENANCE EASEMENT. DRIVE. = DRIVEWAY. o = DEGREES. E. = EAST. E.T.P. = ELECTRIC TRANSFORMER PAD. ELEV. = ELEVATION. ENCR. = ENCROACHMENT. F.H. = FIRE HYDRANT. F.I.P. = FOUND IRON PIPE. F.I.R. = FOUND IRON ROD. F.F.E. = FINISHED FLOOR ELEVATION. ! 13. s o Is e ? 9991E 0 Nova *antlers ers LAND SURVEYORS LOCATION SKETCH • scale' 1" _ .c/7 ABBREVIATIONS AND MEANINQ • F.N.D. = FOUND NAIL & DISK FR. = FRAME. FT. = FEET. FNIP. = FEDERAL NATIONAL INSURANCE PROGRAM. F.N. = FOUND NAIL H. = HIGH (HEIGHT). IN. & EG. = INGRESS AND EGRESS EASEMENT. LP. = UGHT POLE. LF.E. = LOWEST FLOOR ELEVATION. LM.E. = LAKE MAINTENANCE EASEMENT. MINUTES. M. = MEASURED DISTANCE. MON. = MONUMENT. MM. = MANHOLE MIL. = MONUMENT UNE. N.A.P. = NOT A PART OF. NGVD= NATIONAL GEODETIC VERTICAL DATUM. N. = NORTH. N.T.S. = NOT TO SCALE. # - NO. = NUMBER. O/S. = OFFSET. OH. = OVERHEAD. O.H.L. OVERHEAD UTILITY LINES OVH. = OVERHANG. O.R.B. = OFFICIAL RECORD BOOK. PVMT. = PAVEMENT. PL = PLANTER. P/L = PROPERTY UNE. P.C.C. = POINT OF COMPOUND CURVE. P.C. = POINT OF CURVE. PT. = POINT OF TANGENCY. POC. = POINT OF COMMENCEMENT POB. = POINT OF BEGINNING. P.R.C. - POINT OF REVERSE CURVE. PROP. COR. = PROPERTY CORNER. P.B. = PLAT BOOK PG. = PAGE. PWY = PARKWAY. PRM = PERMANENT REFERENCE MONUMENT. P.LS. = PROFESSIONAL LAND SURVEYOR R. = RECORDED DISTANCE. RR. = RAILROAD. RES. = RESIDENCE. RAN. = RIGHT -OF -WAY. RAD. = RADIUS OR RADIAL R.P. = RADIUS POINT. RGE. = RANGE. SEC. = SECTION. STY. = STORY. SWK. = SIDEWALK S.I.P. - SET IRON PIPE LB. #6044 S. = SOUTH. S.N.D. = SET NAIL & DISK LB. #6044• SP. = SCREENED PORCH. " = SECONDS. T. = TANGENT. TWP. = TOWNSHIP. U.E. = UTILITY EASEMENT. UTIL = UTILITY. U.P. = uTIUTY POLE. W.M. = WATER METER. W.F. = WOOD FENCE W.S. = WOOD SHED. = CENTRAL ANGLE. W. = WEST. C = CENTER LINE. 4. = ANGLE. LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY): EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD. LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SUP.VEY MEANS A DRAY 1 :G AND/OR A GRAPHIC REPHESEN ^. A T TON OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK. UNLESS OTHERWISE SHOWN THE TERM - ENCROACHMENT MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS AND THEY WILL BE RESPONSIBLE OF SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN A NEW CONSTRUCTION, UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTINGS AND /OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. THIS PLAN OF SURVEY, HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE 14 t �o �1 r:�I .J PROPOSED ELEVATIONS. SURVEYORS'S NOTES. 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY TOWNSHIP MAPS. . 2). IF SHOWN, ELEVATIONS ARE REFERRED TO B.M.# N - 397 ELEV 9, 80' OF N.G.V.D. OF 1929. 3). THIS IS A SPECIFIC PURPOSE SURVEY. 4). THECLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. I HEREBY CERTIFY: THAT THIS 'BOUNDARY SURVEY' OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17 -6 FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. BY: 1 i.. I . I Is k STR t.T 1 1 1 " 0.00 Situated in Zone: X Community /Panel /.Suffxt:120652- 0093 -J Date of Firm: 07/17/1995 Base Flocjd Elevaton:= Certif iee _ . •..iii !+ ■` a KOVIC AND JANET VUKOVI'C SURVEY No. SHEET NO. Date: 03/11/2003 LEGEND TYPICAL WOOD FENCE. CHAIN LINK FENCE. C.B.S. WALL (C.B.W.) ; EXISTING ELEVATIONS.' EOVe IBARRA (DATE OF FIELDjVO PROFESS! LAND SURVEYOR NO. .2$ 3 , STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). J UUUL)i.il / OF 311 REVISED ON.3'ti7 -57 //,—,0/75 REVISEDON y=-)3 =05 Oleic/am/vs Rid c o. aoic(.LC5 UP -0AT E 5Avey_ W s SEAL E eg* Sheds Amera THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH STATE OF FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS APPROVAL. SBCG Trak 1 j ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE BUILDING CLASSIFIED AS RESIDENTIAL LAWN STORAGE / LIGHT COMMERCIAL STORAGE. 50/125 PSF FLOOR LOAD ( NOT FOR HABITATION ). WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS SHOWN.BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED. TRUSS LUMBER SHALL BE STRESS GRADED NO. 2 PINE (Fb = 1500 P51) ALL OTHER LUMBER SHALL BE STRESS GRADED *2 PINE ALSO. �) VALUES BASED ON NO SPLITS, CHECKS OR SHAKES PRESENT IN THE LUMBER. 8) ALL LUMBER IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED. q) TRUSS DESIGNED TO SUPPORT D.L. + L.L. = 35 PSF. 10) 1I) AL GONFOR 5 DETAILS FOR TRUSS ALUMINUM SIDING / ROOFING TO BE 3004 ALLOY MINIMUM •• YIELD STRENGTH. 2.5 12) USE 4*I0 X 1 ' HEX HEAD 5 5 W/ NEOPRENE HASHERS ( ROOF ONLY ) FOR ALL CONNECTIONS BETWEEN ROOFING AND FRAMING MEMBERS. SPACING AS FOLLOWS ROOF - PERIPHERAL MEMBERS 5" O.G. 12 THE INETHOO GENERAL NOTES 14) ROOF - INTERIOR MEMBERS 6' 0.G. FOR SIDING, USE #10X3/4" SMS 11/0 NEOPRENE HASHERS SPACED 6' 0.G. 12 s 1 --- ,11.111E f LSTHOo II 13) DOOR SHALL BE 2 1/4" X 11 /Ib" ALUMINUM EXTRUDED FRAME WITH AN ALUMINUM PANE INSERT, ALUMINUM TRIM, AND ALUMINUM PIANO HINGE ATTATGHED WITH ALUMINUM RIVITS. DOOR ATTATCHED T AG>: VERTICAL 2 X 4. DOORS INCLUDE DOUBLE ALUMINUM DOORS, GARAGE DOORS PREHUNG STEEL DOORS, MHO'S TYPE, TI1dR®lints co SIZE, QUANTITY AND LOCATION MAY VARY. DOORS ALSO INCLULi tared Buildin P.T. T -III SURFACE DOORS WITH 3 - 6' T - HINGES Codes and adher AND . P.T. WOOD FRAMES AS WELL. MBD, PREHUNG 4 BONDED P0 S type MAY INCLUDE WINDOW. Occupancy le No. o 15) 16) FOUNDATION, FOOTING AND ANCHORING OF UNIT WILL BE SUBJE TO THE LOCAL CODE REQUIREMENTS. 1 18) Iq) ALL WOOD WITHIN 6" OF GRADE SHALL BE TREATED FOR GROUND CONTACT IN ACCORDANCE WITH AWPB - LP -22. 20) USE 1/2" X I I /2" STAPLE FOR ALL CONNECTIONS BETWEEN WOOD SIDING / ROOF AND FRAME. SPACING o 6" O.G. 21) 1 X 4 OR 1 X 6 SYPKD T 4 G FLOORING OR 3/4" PLYWOOD SURFACED STAPLED WITH 1/2" X 11/2" STAPLES 4" 0.G. 22) 2 X 4 BLOCKING MAY BE tiSEP? It 1 FL AGE OF THE CONTINUOUS 1 X 4 BELT RAIL. Nfiv uME ut1 Wind Veloat! Fire Rating at F Walls Floor Load Approval Date ALUMINUM WINDOWS - TYPE, SIZE, QUANTITY AND LOCTION MAY `,/ARY. OPTIONAL EXTERIOR WALL GOVER!NGS INCLUDE CORRUGATED ALUMINUM, MESA ALUMINUM, 4" LAP ALUMINUM, 5/8" T -III SIDING, HARDIE GEMENTITIOUS PANELS, "PLEGKO" STUCCO ON 5/8" GDX PLYWOOD, VINYL SIDING WITH ENERGY BRACE BACKER OR ROOF COVERINGS INCLUDE CORRUGATED OR LAP OR FLAT ALUMINUM INGLE ROOF OVER 5/8" GDX PLY I5u FELT, OR ONE LAYER OF 30# FELT. 12- 13` t 1 R CERL :NO..Oc NU.AOER 11)00 01i 1 B iN LIP •AE31•• Dept. of Com:nuri :: MAR 10 1998 la() d E S . a A ARC .; Ofis E I Ec' mm�t v- eo l N co t' > i rtY t 13c mtu °Ou ' Z o 0 e 1 tr o 41 • • ••• • • . • . • • :;•.. • • • ... • ' ' J 1 00 1 0 1 • APPROVED Manufactured 8trildiq ; Y APPROVAL t ' - �' ply with the Florida Manu- Act al 1979 Construcio.t to the tallow gtQ !Mena: Y a . z O ui 1 v ft o G •• • • • .•• O z z IL _t a •' ••• • • :. V. STATE CF Ft_di • • •• L • • n � w � c W E fv co O 0 z to 4 a r 0 • ••• • • • • •• • • • • • • ••• ... •• • • •• . • • • • ••. .. 1 UNIT WIDTH 6 8'-O' lo' -0' 12'-0' 14'-0" FLOOR JOIST 2X4 2X4 2X6 2X6 2X6 I . O.G. SPACING 24' 16' 24' 16' 16' ' A • 16' 18" I8' 30' 36' • B • 40" 60" 84' 84' 16' 4 4 M TYPIGAL FLOOR FRAMING PLAN SCALE: 1/4 24' II 11 11 II P.T. 2 X 6 SKIDS ^— i 1 I i 2 X 4 OR 2 X 6 PERIMETER (3) 3" NAILS P/ GONNEGTI L. 2 X 6 P.T. SKIDS HURRICANE CLIP OR EQUAL W/ 8 '4d NAILS AT EACH CLIP. X 4 OR 1 X 6 T 4 & FLOORING OR 3/4' PLYWOOD. 2X4(6)FLOORJOIST. VARIES TO 50' - 0' OVERALL �.T. zt 4 4W- BW UNITS 2X 4P.T FLOOR JOIST 24" O.G. AND 16' O.G. IOW -I4W UNITS 2X6PT FLOOR JOIST 24" O.G. AND 16' O.G. 1ST X DBL. 2 X 6 SKIDS DADOED I 3/4' DEEP TO RECEIVE 2 X 4 OR 2 X 6 FLOOR JOISTS TOE NAILED hi/4 " led NAILS. N to ADDITIONAL SKID TO BE PLACED UNDER EACH OUTSIDE HALL. NOTE: ADDITIONAL SKID PLACED UNDER EACH OUTSIDE HALL FOR 14' HIDE GOND ION . FLOOR JOIST • 16' O.G. OR 24" 0.0. HILL SUPPORT UP TO AND INCLUDING 125 PSF LIVE AND DEAD FLOOR LOADING. Occupancy Allowable Hu. • al floors I Wino 'Velocity Fire Rang CI Ext. 'Halls Floor Loci I approval date MAR 10 1998 • • • .. • • • • • • • • • • ... • . ... AGENCY STATE OF FLORID'. Dept. of Community A: -; APP :tU Manufactured 8u., • • ... • • • ... .. .. • • • .. .. • • • • • • • . • • • ... • • • • ... • • .. ... PROVI L t::ese aunts :omoly ith the Florida Menu- ?Wilted Budding .)c 31 1979 C. nstructic:+ Canes and adhere to he loilo :n s :ite!ia: Coml. type s 0 S /1445 fir F _- ii 1 • ... .. .. • • • • . • • • .. • • • • • ••• .. 1 1 la ■ WALL FRAMING PLAN SCALE: 3 /b "= I '-O" 2 X 4 STUD. 2X4(6)FLOOR PLATE. •2 X 4 (6) PERIMETER JOIST. WALL DETAIL SCALE: 3"=1'-0" VARIES TO 14'-O" MAXIMUM I6d NAILS o 16" O.G. AT NAIL TOP OLATES SAME AS BOTTOM. EACH CORNER. NOTE: 2X4 BLOCKING MAY BE USED IN PLACE OF IX3 BELT RAIL. 3 X 5 GALV. HURRICANE PLATE. 5 - I" X I" 14GA STAPLES AT EA. CONNECTION. I' X 4" (6) T t G FLOOR OR 3/4" PLYWOOD. .�, SILL. SIMPSON STRONGTIE *H 25 SCALE: 3/5"=1'-0" 1 X 3 BELT RAIL. OR 2X4 BLOCKING. IX4 /IX6T G OR 3/4" PLYWOOD FLOOR. 2 X 4 (6 ) PERIMETER. WALL TO WALL SCALE: 3 /b "= I' -O" TOP PLATE. HEADER. 2 I X 4 STUD. .1 X 3 BELT RAIL. TYPICAL ,lb" X 21" WINDOW FRAMING WJ2 I6d NAILS AT EACH .CONNECTION. WINDOW 4 DOOR FRAME AGENCY APPRO.V'M.:: ••• :•• :•• • ••• • These prints comoly with the Florid; Aunt= • • • • • • lectured Building Act of 197VConllnit:tof • • • • • • • • Codes and adhere to the followiq cn ene: Consl. type \� t . . Occupancy Ilowable No. of Floors .Mind Velocity 1 Fite Rating 41 Eat. Walls Floor load I� aoprorat Date .2- 3 i • • .. .. • • • • • • ... .•• STATE OF FLORID' Dept. of Community MAR 10 1998 APi• :_. Manufactured H • • ..• • • • •.. • • • • • .. .. • • • • • • • • • ••• • • • . •• • • • • • • • • .. • • • .. • • • •.. • • • • • • • • .•. • • ..• . . r a O z O 1u J O z z 0 0 to 0 0 0 CO ( O 1u Il 24" EACH II 2 X 4 X O.G. CONNECTION. II 1 il 11 12' SYPKD STUDS W/2 I6d NAILS AT II 11 1 X 3 P.T. BELT RAIL W/4 1/2" X T I/GA. STAPLES AT EA. CONNECTION. 'BELT RAIL DADOED INTO STUDS. - L� - ■ WALL FRAMING PLAN SCALE: 3 /b "= I '-O" 2 X 4 STUD. 2X4(6)FLOOR PLATE. •2 X 4 (6) PERIMETER JOIST. WALL DETAIL SCALE: 3"=1'-0" VARIES TO 14'-O" MAXIMUM I6d NAILS o 16" O.G. AT NAIL TOP OLATES SAME AS BOTTOM. EACH CORNER. NOTE: 2X4 BLOCKING MAY BE USED IN PLACE OF IX3 BELT RAIL. 3 X 5 GALV. HURRICANE PLATE. 5 - I" X I" 14GA STAPLES AT EA. CONNECTION. I' X 4" (6) T t G FLOOR OR 3/4" PLYWOOD. .�, SILL. SIMPSON STRONGTIE *H 25 SCALE: 3/5"=1'-0" 1 X 3 BELT RAIL. OR 2X4 BLOCKING. IX4 /IX6T G OR 3/4" PLYWOOD FLOOR. 2 X 4 (6 ) PERIMETER. WALL TO WALL SCALE: 3 /b "= I' -O" TOP PLATE. HEADER. 2 I X 4 STUD. .1 X 3 BELT RAIL. TYPICAL ,lb" X 21" WINDOW FRAMING WJ2 I6d NAILS AT EACH .CONNECTION. WINDOW 4 DOOR FRAME AGENCY APPRO.V'M.:: ••• :•• :•• • ••• • These prints comoly with the Florid; Aunt= • • • • • • lectured Building Act of 197VConllnit:tof • • • • • • • • Codes and adhere to the followiq cn ene: Consl. type \� t . . Occupancy Ilowable No. of Floors .Mind Velocity 1 Fite Rating 41 Eat. Walls Floor load I� aoprorat Date .2- 3 i • • .. .. • • • • • • ... .•• STATE OF FLORID' Dept. of Community MAR 10 1998 APi• :_. Manufactured H • • ..• • • • •.. • • • • • .. .. • • • • • • • • • ••• • • • . •• • • • • • • • • .. • • • .. • • • •.. • • • • • • • • .•. • • ..• . . r a O z O 1u J O z z 0 0 to 0 0 0 CO ( O 1u Il 4(& )TO-' UND PERIV F _ATE R. 32' MAX, 1/ ROOF FRAMING PLAN SCALE: I /4' =1 2 X 4 SYPKD STUDS 11 11 I X 3 BELT RAIL TYPICAL METRO ELEVATION SCALE, 1/4"=1 VARIES TO 22' -O" MAXIMUM 5 ,8" SIMPSON STRONGTIE HURRICANE STRAP *LT512 W/ 8d NAILS TYPICAL EA. TRUSS. DBL. 2 X 4 OVERHANG SUPPORT. I6d NAILS 016" O.G. 12" 2X4 TOP PLATE 2X4STUD. TYPICAL GROSS SECTION SCALE: I 1/2"=1'-0" 2 X 4 GABLE END TRUSS. 2 1/2" 12 X 4 GABLE END TRUSS. ADDITIONAL CONNECT' SCALE: 11!2'= I'-O' 3" X 5" GALV. HURRICANE PLATE. (12)IX114GA. STAPLES P /CONNECTION. 10" 2 x 4 OR 2 X 6 ROOF JOISTS USE Ibd NAILS ®8" O.G. RIDGE SCALE: I 1/2"=1 3" X 5' GALV. HURRICANE (12)IXI 14 GA. STA 2" WEDGE Wind Velocity ire Rating of Ext. Walls • Floor load Approval Date USE 4d NAILS 28 FEET LONG. IX6 RIDGEGAP UNDER ROOF JOISTS AT PEAK. 2 X 4 GABLE END TRUSS. AGENCY APPROVAL • These prints comply with the Florida Manu- factured Building Act of 1979 Construcion 3/8" X I" GORRUGA .: e53rta1z16ere to the followi ( FASTENERS Or O.G. Const. Type Occupancy Allowable No. of Floors a -1318 ARCw r i tt. FT" T�F ROPER • • • .. ALTERNATE DETAIL 11/2 2 X 6 TOP PLATE AND TWO 5/8" PLYWOOD PLATES AS SHOWN. TO BE PLACED ON EVERY THIRD RAFTER. FOR SHEDS OVER • • ... • • • ... • • • • ... • • • • • • • .. • • . • • • • ... • • • ... ... • .. • • • .. ... • • • .. • ...... S ATE OF FLORID Dept of Commun MAR 1 O 1998 API'icu4E J Ma ufactured Bu:k!.n J f tr 0 ui 0 0 z J IL N 0 0 0 0 co z n. ' r 9 —^ ---�I l[ 1 2 X i 4 TOP PLATE. �i/2" 1' X 3' P.T. X 2' PURLIN IBGA. N/0 STAPLES i I AT EACH CONNECTION. INTERIOR TRII�.f -ACS. j TRUSS a FLOATING RAFTER ROOF FRAMING PLAN SCALE. 1 /4' =.I' -O" 1' X 3' P.T. PURLIN. 3' X 5" &ALV. HURRICANE PLATE W/ (12) I' X 1' 14GA STAPLES. VARIES TO 50' -0' MAXIMUM 12' 5' 1 GABLE END TRUSS 2" X 4" ( 6' ) TOP PLATE. SCALE: I/4 "= 2" X 4" FACIA —_ 2' X 4" SPACERS 11/16d NAILS a EACH CONN. SCALE: 3/4 " =1' 2' X 4' (6') STUD. 1 /\ DETAIL A-A SCALE, 3 " =1'-O" 3/13' X I' GORRI/GATED FASTENERS GI' O.G. AT ALL WOOD GONNEGTI ONS. nf- FLOATING RAFTER —2' X 4' TRUSS. 1' X 4" P .T. LEDGER • . 11/12d NAILS oe' O.G. • FL RRIGANE CLIP EA. SIDE OF TRL S W/ (10) 4d NAILS P /CLIP. ALUM r Arnas vAL These prints comply with the Florida Manu- factured Building Act of 1979 Construction Codes and adhere to the foliov criteria: Coast. Type Occupancy Allowable No. of floors Wind Velouty 1� Fire Rating al O Ext. Walls Floor load Approval oat. .113 Jar.E1P' R0 •• ROPER eor F�t£i'-f�"fr...; " tom —. • •• •• • • • • • • • • • • • • • r.�. • • •• •• • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • •• • .. • • •.• • • • • • • • • •.• • • .• • • •• ••• •• • • • • • • . • • • • • ... .. 1 24" O.G. 1. 1 1 11 WINDOWS LARGER THAN 22" BEARING WALLS SCALE. VZ'= I •-O' 24' O.G. YINDOWS L-ARGER THAN 22' NON BEARING HALLS SCALE. 1/2 II-0' TOP PLATE CRIPPLE STUD. 2 X 4 HEADER. TUD. JACK STUD. WINDOW FRAME. CRIPPLE STUD. TOP PLATE. CRIPPLE STUD. STUD. WINDOW FRAME. CRIPPLE STUD. DOORS UP TO 45' I/2' CDX PLYYVGO TOP PLATE. r STUD. `-- -JACK STUD. - 2 X 4 DOORS I6' X 21' WINDOW STUD. WINDOW FRAMING 5 2 X 6 x - -__l.— 2 X 6 HEADER Const. Type DOUBLE DOORS, GARAGE DOORS, DOORS OVEIF� J AllnwaWe Jio. I of floors Wind Velocity Fire Rating .31 • ai l: 22' X 21' WINDOW • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • •• •• • • • • ••• •• • • • • ••• • • • • ••• • • • • • • • • • • •• • • • • • • • • • • • • • • • • ••• • • •• •• . • • •• ••• •• • • • • • • . • • . • •• . • • • • ••• •• AGENCY fPPROVAL These printt comply w th the florid. Manu- factured 9uildirg Act of 1919 Constrvctiun Codes and adhere to the following crania: floor load 7 Approval Oate STUD. • • • - -- O to m o 1 o r4 ID E o O mo 4 1 3 a U Z n .o Z o � a N W _ o o W g z u 'ot J s 0 z d TABLE FOR MONO SLOPE ROOFS RAFTER SIZE SPACING MAX SPAN. 2X4 16' 0.C. 8' -0' 2X4 24' 0.C. 7' -0' 2 X b 12' O.G. 14'- O' 2X6 lb" 0.C. 12' -6' 2X6 24' O.C. II' -O' 2 I/2'1 12' METRO II GRO55 SECTION SCALE. 11/2' =1' -0" 12' SCALE. I /4' =1' -0' 2X4 COLLAR TIE 2 X 4 SYPKD STUDS 2X4 FLOOR JOISTS METRO GROSS SECTION I O DOUBLE P.T. 2X6 SKIDS 20 GAGE STEEL SPLICE PLATES DOUBLE P.T. 2X6 SKIDS MONO SLOPE CROSS SECTION SCALE: 11/2 • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • .. .. • • • • • • .. • .. • Wind Velocity Fire Hating :t ZAt. Walls Floor load Approval Date • • •• P ACENC — 1 TAEce prints comp) /7 1c;rred Building , Coats and adhere Co)St. Type Occupancy Allowable No. of Floors • .. • • • • • • • • • • • ••• ••• • • • .. ... •. . • • • • • • • • • • • •.• .. APPROVAL with the Solidi Manu— t of 1979 Construction the tollowocriter 1: s Q 0 a -13 or,= Art:' C'l 1 W _ 0 .. _ O : m ac ar r- Tfl > diri r < c�U0 O m -13 � aEl , vr • ••• • . • • • • • • • • • • • • ••• O z z d 0 0 0 Z W 0 • • . •. • • • ••. •. • • • • .• •• • • • • • • • • • • • • • • • • .• . • • • • • • • • • • • PATIO ANCHOR MGS -2 OR APPROVED EQUAL. TIE DO1^IN TO SLAB SCALE, 3 " =1'-O" TIE DONN WITHOUT FLOOR SCALE • 3'= I '--O' .035 GALV. STRAP. 2 X 4 SYPKD STUD. -1/2" EXPANSION BOLT 456" O.G. w/ 3 1/2" EMBEDMENT. 2 X 4 P.T. BOTTOM PLATE. • A a . . 4" CONCRETE SLAB. • 4 • .a . • d . v NOTE BOTTOM PLATE TO 13E ATTATGFED TO STUDS $ / (2)16dNAILS 4 W/( 2)1 /2 " X14 "266'A. STEEL. • U • STRAP AT EACH STUD TO BOTTOM PLATE CONNECTION I'V (10) .131 X 3' NAILS PER STRAP. NOTE, USE TI-hE FOLLOWING ANCHOR SCHEDULE FOR BUILDING SIZE AS SHOWN. SET ANCHORS AND STRAPS AT EACH END MAXIMUM SPACING 58' 11/3 1/2" EMBEDMENT. TIE DOWN ANCHOR, MODEL MI22 3/4' OR EQUAL FOR SOIL. MODEL MRA OR EQUAL FOR ROCK. NOTE REFER TO ATTACHED ANCHOR SCHEDULE FOR VARIOUS BUILDING SIZES. TIE DOWN TO GROUND SCALE. 3'= I '-O' 2 '(OR 4 ")X " XIb'BLOCK. BLOCKS SPACED 2' FROM EA. END, THEN ON 10' CENTERS. AGENCY APPROVAL These prints comply with the Florida ff;nu- lectured Building Act of ,1979 Construction Codes and adhere to the follovt critat: V S Const. Type Occupancy Allowable No. of Floors Wind Velocity Fire Rating of Ext. Walls Floor Load 4pprovat pate • Io 0 50/ 5 a -i3 -cI •• A P= ::,'i i C . -_ .. .N M! • • • • • • • • • • • • • • • ••• • • ' • • • • • • • ••• • • ••• • . • •• ••• •• • • • • • • • • • • • • ••• •• 0 mm•� rat PI 11) >mry C r4 e in I n mo two° 4:1 v ' fLla f5 0 O z z a z O GU 0 O _ Z c 0 LL. N k: ;n n N N. E. centerline ✓ Sidewalk 1 .7' 0 14.30 4.80 One Story Residence No. 284 13.00' 0 20.80' ao 12' I ELEFEEE L, LLLLLLI LLL 10• 1 O 2 nd 20' Pavement 22' Parkway ecord & Measured: 102.33' _ 6.5' LLLLLLLLLJ _ LL Lft - LL._ rIe LLLLLLLLL n FLLLLLLLLL ° 13.5' r) 35.40 25.00' 0 0 aD 1 1 /— Chain Link Fence L x (typical) Record & Measured: 102.33' A L L E Y S T R E E T 33.00' 32.86' 0 N 11.5' 4.95 :Concrete U) xkY— x n x O 0 0 • • ... • • • ••• .. .. • • • .. .. • • • • • • • • • • • ... • • • • .. • • • .. • • • • • • • ... ... .. • • • .. ... .. 30.00' • • .. • • • rn • •••••• •...•• ••• ••.. SURVEY ••••••• •• •... • • • • • • ... .. L�J 7 Id V") Li Z • • N W -j- E S ul BOUNJtDARY /-3e, (d2"c 1) FLOOD ZONE X PANEL: 0093 F COMMUNITY NO. 120652 DATE OF MAP: 3-2 -94 2) THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBUC RECORDS OF THIS COUNTY 3) EXAMINATION OF ABSTRACT OF TITLE WLL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING PROPERTY 4) LOCATION AND IDENTIFICATION OF UTIUTIUES, IF ANY ARE SHOWN IN ACCORDANCE WITH RECORDED PLAT 5) OWNERSHIP IS SUBJECT TO OPINION OF TITLE 6) TYPE OF SURVEY: BOUNDARY SURVEY 7 LEGAL DESCRIPTION: FURNISHED BY CLIENT 8 THIS SURVEY IS NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEA!. OF A FLORIDA UCENSED SURVEYOR AND MAPPER 9) THIS PLAN OF SURVEY, HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON. THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTIES 10) UNDERGROUND UTILITIES ARE NOT DEPICTED HEREON, CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK OR CONSTRUCTION ON THE PROPERTY HEREIN DESCRIBED. SURVEYOR SHALL BE NOTIFIED AS TO ANY DEVIATION FROM UTIUTIES SHOWN HEREON. CERTIFY T0: VLADIMIR VUKOVIC AND JANET TURCOT VJKOVIC, CITY NATIONAL BANK OF FLORIDA, U.S. FIDELITY 11111 COMPANY, CHICAGO TITLE INSURANCE COMPANY FIELD SURVEY DATE: 08 -1% -00 SCALE: 1 20' DRAWN BY: PAP DRAWNG DATE: 8 -17 -00 FB: 194 PG: 55 DRAWING NO. 00 -690X N. T. 5. sr LOCATION SKETCH .LEGAL DESCRIPTION: Lots ? and 2, block 35, AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1, occording to the Plat thereof, as recorded in Plat Book 10, at Poge 70, of the Public Records of Dade - County, Florida. SURVEY FOR: DELTA SURVEYORS, INC. 13205 SW 137TH AVENUE SUITE 225 MIAMI, FLORIDA 33186 PHONE 305- 253 -0909 FAX: 305- 253 -0933 VLADIMIR VUKOVIC AND JANET TURCOT VUKOV1C 284 NE 102ND STREET M AMI SHORES, FLORIDA 33138 1 I HEREBY CERTIFY: That the SKETCH OF SURVEY of the above captioned property was completed under my supervision and /or direction, to the best of my knowledge and belief. This survey meets or exceeds the Minimum Technical Standards set forth by the Florida Board of Land Surveyors in Chapter 61- g -17 -6 Florida Administrative Code. Pursuant to Section 472.027, Florida Statutes. S WALDO F. PAEZ REGISTERED LAND SURVEY NO. 3284 CERTIFICATE OF AUTHORIZATI LB. NO. 3386 STATE OF FLORIDA NOTES: NON - IMPACT WINDOWS 1. GLAZING OPTIONS: A. 3/16" ANNEALED GLASS B. 3/16" TEMPERED GLASS C. 1/2" I GLASS (1/8" ANNEALED, 1/4" SPACE, 1/8" ANNEALED) D. 1/8" ANNEALED (DSB) GLASS 2. CONFIGURATIONS: X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI - DADE COUNTY. D. FOR 'X" CONFIGURATIONS SEE SHEET 4. E. FOR 'XX" CONFIGURATIONS SEE SHEET 5. F. FOR i -4 -1 "XOX" & "O" CONFIGURATIONS SEE SHEET 6. G. FOR 3 -3 -3 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 7. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 8. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: (ALSO SEE SHTS. 2, 3 & 12) HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITE (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN NOTE: FOR GLAZING OPTIONS A, C, AND D, #12 SCREWS OR 3116" TAPCONS MAY BE USED. FOR GLAZING OPTION B, #14 SCREWS OR 1/4" TAPCONS ARE REQUIRED TO ACHIEVE THE DESIGN PRESSURES SHOWN IN THE TABLES. IF USING #12 SCREWS OR 3/16" TAPCONS WITH GLAZING OPTION B, THEN THE ALLOWABLE DESIGN PRESSURES ARE LIMITED TO THOSE GIVEN IN THE RESPECTIVE TABLES FOR GLAZING OPTION C. 5. MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI -DADE COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED. 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3579, FTL -3581, FTL -3583, FTL -3584, FTL -3585, FTL -3586, FTL -3588, FTL -3590 & FTL -3591. U.ect.4 Br' hrrsd Oy: F. K. RrraO Or: a,vad e Draw. b y : F.K. 3/11A33 0 12/12/02 A Rove-cry: REVISE ANCHORAGE NOTE 4 Os*. L Lx } 0 0 CONFIGURATIONS OPTIONS x PST Visibly Better } x 0 X x 0 0 x 1/8" ANNEALED (DSB), 3/16" ANNEALED OR 3/16" TEMPERED GLASS 1/2" I.G. GLASS (1/8 "A,1/4" SPACE,1 /8 "A) CA-640 x 0 x UNEQUAL LITES X o UNEQUAL LITES 0 x UNEQUAL LITES 1/8" OR 3/16" GLAZING DETAIL 1/2' I.G. GLAZIN DETAIL .650" NOM. i GLASS BITE .650" NOM. (� GLASS BITE NOTES AND GLAZING DETAILS ALUMINUM CASEMENT WINDOW, NON - IMPACT so,r: NTS\ Sr...r 1 a 12 NOA DRAWING TABLE OF CONTENTS SHEET NOTES.... 1 GLAZING DETAILS 1 ELEVATIONS 2 -3 DESIGN PRESSURE TABLES 4 -8 SECTIONS 9 CORNER CONSTRUCTION 10 EXTRUSION PROFILES. 10 -11 PARTS LIST 11 ANCHORAGE 12 �+a.e 7045 -9 w.. A Apprvvtd as comptyin= the Codc Dew ! 0 Miami Dade Product Coatrel 7/ ; -/ luras A. Turner. P.E. Ft 15:3201 Mechanical 1070 TECHNOLOGY DRIVE ND 41041S. FL 34275 P.O. 80X 1529 NOKOMIS. FL 34274 • • • • • • ••••• • • • •• • •••••• • •• • • ••• • •••• • • •••• • •••• • •••• •••• • • •••• • • • • • • • •• • • •••• SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) ELEVATION (SEE SHEET 4 NOTE: 72" HEIGHT AVAILABLE WITH S)NOLE VENT • GbNfiIGURATION :ONLY •• •• • • •••• • • •••• • • • . • • • • F,K. 13" MAX. O.G. 1>r R.+aa s Oyer 3/11A33 Dais: ---- 32" MAX. WIDTH 25" MAX. DAYLIGHT OPEEIING Rte: A Revisions: ad av X 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY REVISE ANCHORAGE 65" MAX. DAYLIGHT OPENING 4" MAX. 14 1/2" 4" MAX. - MAX. O.C. "C" - 72 HIGH "X" FOR PRESSURES) SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 72" MAX. HEIGHT 13" MAX. -- O.C. 4" MAX. 1 4" MAX. ;` SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 13" MAX. O.C. 37" MAX. WIDTH -- 30" MAX. '-- DAYLIGHT – OPENING X 97" MAX. WIDTH 56" MAX. DAYLIGHT OPENING 4" M Ij(( AX. -►-_____ _ —, t �l 4" MAX L.___ MAX. O.C. ELEVATION "D" - 63" HIGH "X" (SEE SHEET 4 FOR PRESSURES) 30" MAX. 53" MAX. -- DAYLIGHT -- DAYLIGHT OPENING OPENING 63" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (4) 13" MAX. O.C. 4' MAX. w 1 4 4 MAX. 13" MAX. O.C. 37" MAX. VENT - - 60" MAX. FIXED 1070 TECHNOLOGY DRIVE NOKOM1S, FL 94275 P.O. 80X 1529 NCKOMIS, FL 3427 Viably Better uw: 56" MAX. DAYLIGHT OPENING ELEVATION "F" - 63" HIGH "XO" & "OX" CUSTOM (SEE SHEET 8 FOR PRESSURES) "X , "0", "XO" & "OX" EL EVA TIONS ALUMINUM CASEMENT WINDOW!, NON - IMPACT S.ns*t�adw' s�,i. SM.t Om.r.• NS A.. CA -840 NTS I 3 d 12 7045 -9 A 60" MAX. WIDTH 53" MAX. — DAYLIGHT OPENING --- x-- 13" MAX. O.C. ELEVATION "E" - 63" HIGH "0" (SEE SHEET 6 FOR PRESSURES) SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP: (2) 63" MAX. HEIGHT SEE MEETING RAIL DETAIL SHT. 2 TYP. (2) 56" MAX. DAYLIGHT OPENING : sb goelo n'Ala tae nom # Mule roduct Cost lAtyisnsi Lucas A Turner, P.E. PE 1158241 Mechanic;at 63" MAX. HEIGHT COMPARATIVE ANALYSIS TABLE 2. "X" WINDOWS , TEST REPORT: FTL -3588 • GLAZING OPTION: D. 1/8" ANNEALED •• •. •. 'WLTH v HEIGHT 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS - NEG POS NEG -57.6 POS 57.6 NEG -57.6 POS 57.6 NEG -57.6 POS 57.6 NEG -53.8 POS, 53.8 NEG -50.4 E POS 50.4 NEG -46.5 POS 46.5, NEG -43.6 PDS 43.6 NEG -41.0 POS 41.0 NEG - 38.7 - POS 38.7, 35. 32.3 -40.4 D -57.6 57.6 -57.6 57.6 2`'.'800 D -45.6 45.6 -45.6 45.6 -45.6 -36.6 '45.6 36.6' -45.6 -36.6 45.6 -45.6 36.6 ' -36.6 45.6 36.6 1-45.6 -36.6 45.6 36.6 -45.6 -36.6 45.6 -42.5 36.6' -36.6 42.5 36.6 -39.8 ' -35.9 39.8 35.9 -37.4 -33.9 37.4 33.9 -35.2 -32.3 1 9 . 4740 0 0 D - 36.6 36.6 - -36.6 36.6 26.500 D _ -30.0 30.0 _ -30.0 30.0 -30.0_30.0, -30.0 30.0' -30.0 30.0_ -30.0 30.0_ -30.0 30,0 -30.0 30.0_ -30.0 30.0_ : 28.7_28.7 -27.5 27.5, • • • • • • • • • • • • •••••• • • • • • •• • • - ••• • • •••• • • • •••- • •••- • • • •••• • •• • • • •• • • 8 C A 8 26.000 NEG POS -120.0 76.7 -210.0 76.7 -135.0 76.7 -95.1 76.7 -210.0 76.7 31.000 36.000 38.375 43.000 -120.0 -210.0 POS NEG 76.7 -120.0 76.7 -210.0 POS NEG POS NEG POS 76.7 -119.5 76.7 -112.0 76.7 76.7 -210.0 76.7 -210.0 76.7 76.7 -133.3 76.7 -123.0 76.7 76.7 -95.1 76.7 -88.5 76.7 76.7 -210.0 76.7 -199.2 76.7 48.000 NEG POS -97.5 6.7 -210.0 76.7 -112.0 76.7 -76.2 76.2 -171.5 76.7 -135.0 76.7 -135.0 -95.1 76.7 -95.1 -210.0 76.7 -210.0 - 118.8, 76.7 - 118.876.7 -109.1 76.7 -100.0 76.7 -85.4 76.7 -75.9 75.9 -78.0 76.7 -78.0 76.7 -78.0 76.7 -78.0 76.7 -78.0 76.7 -71.5 71.4 -175.5 76.7 - 175.5 76.7 -175.5 78.7 -175.5 76.7, -175.5 76.7 - 160.9 -97.5 76.7 -97.5 78.7 -97.5 76.7 -94.4 76.7 -82.5 76.7 -71.1 71.1 -61.9 61.9 - 60.8 60.8 -60.8 60.8. -60.8 60.8 -60.8 60.8 -60.8 60.8 -139.4 76.7 -136.9 76.7 -136.9 76.7, -136.9 76.7 -136.9 76.7 1 - 136.9'.76.7 -77.4 76.7 -76.1 76.1 -76.1 76.1 -76.1 76.1 -76.1 _ -67.9 67.9 -55.4 55.4 - 53.5 53.5 -53.5 53.5 -53.5 53.5 -53.5 53.5 -53.5 53.5 -124,7 76.7 -120.4 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -69.3 69.3 -66.9 66.9 -66.8 66.8 -66.8 66.8 -66.8 66.8 -65.6 65.6 - 50.1 50.1 -47.7 47.7 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47,4 - 112.8 76.7 - 107.476.7 -106.6 76.7 -106.6 76.7,- 106.6, 76.7 -106.6 76.7 -62.7 62.7 -59.7 59.7 - 59.2 59.2 -59.2 59.2 - 59.2 59.2 ---•- -59.2 59.2 4 - -45.8 45.8 -43.1 43.1 - -42.3 42.3 -42.3 42.3 -42.3 42.3 -42. 42.3 -103.0 76.7 -96.9 75.4 -95.1 73.9 -95.1 73.9. -95.1 73.9 -95.1 73.9 -57.2 57.2 -53,9 53.9 -52.8 52.8 -52.8 52.8 -52.8 52.8 -52.8 52.8 -43.9 43.9 -41.1 41.1 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG -91.3 76.7 -84.3 76.7 -79.0 -205.4 76.7 -189.8 76.7 -177.8 POS NEG 76.7 -74.3 76.7,-167.2 -104.8 76.7 -96.9 76.7 -90.7 76,7 -85.3 -71.1 71.1 -71.1 71.1 - 66.4 66.4 -62.2 -160.0 76.7 -160.0 76.7 -149.3 76.7 -140.0 66.000 69.000 72.000 POS NEG PO .NEG POS NEG POS NEG POS 74.3 - 0.1 70.1 -66.4 66.4 -63.1 63.1+ -60.0 60.0 76.7 -157.8 76.7 -149.4 78.7 -141.9 76.7 -135.1 76.7 76.7 -80.6 76.7' -66.4 66.4 -63.1 X 63,1 -60.0 60.0 62.2 -58.6 58.6 -55.3 55.3 -52.4 52.4 -49.8 49.8 76.7 -131.8 76.7 -124.4 76.7 -117.9 76.7 -112.0 76.7 A B C 61.1 -58.8 58.8 -55.3 55.3 -52.4 52.4 -49.8 49,8 57.9 -54.4 54.4 -51.3 51.3 -48.5 48.5 -46.0 46.0 -70.7 70.7 -67.6 67.6 - 64.6 64.6 -61.1 -66.5 66.4 -61.0_60.9 -58.3 58.3 -57.9 -149.6 76.7 - 137.276.7 -131.2 76.7 -130.2 76.7 - 122.3. 76.7 -115.4 76.7 -109.2 76.7 -103,6 -66.6 66.6 - 60.960.9 - 55.5 -51.5 51.5 -45.6 49.6 -47.5 47.5 -45.7 45.7 -44.5 44.5 -60.8 60.8 -55.6 55.6 -52.3, 52.3 -48.8 48.8 -4 ;.7 45.7 -45.5 45.5 -44.2 44.2 -41.9 102.4 76.7 -99.6 76.7 -94.3 73.4 -42.4 42.4 -40.2 40.2 -38.3 38.3 -53.5 53.5 -52.9 52.9 -49.4 49.4 -48.7 46.7 -43.8, 43.8 -40.0, 40.0 -40.0 40.0 -39.0 39.0 -120.3 76.7 -120.3 76.7 -112.9 76.7, -105.2 76.7 -98.5 76.6 -90.0 70.0 -90.0 70.0 -90.0 70.0 -61.6, 61.6 - 56.1 66.1 -51.1 51.1 -48.6 48.6. -45.9 45.9 -40.0, 40.0 -39.3 39.3 - 36.2 36.2 -47.4147,4 -47.4 47.4 -47.1 47.1 -44.0 44.0 -41.1 41.1 - 106.6 76.7 -106.6 76.7 -106.6 73.7 -101.4 76.7 -94.7 73.7 - 59.2._ 59.2 -55.7,55.7 -52.1 52.1 -49.0 49.0 -46.2 -42.3 42.3 -42.3 42.3. -42.3 42.3 -42.1 42.1 -39.7 39.7 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 - 91.5.71.1 -52.8. 52,8 -52.8, 52.8 -51.4 51.4 - 48.5 48.5 -45.7 45.7 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -39.2 39.2 - 136.9 76,7. -126.7 76.7 -117.6 78.7 -109.8 - 63.0 -57.2 57.2 -52.5 52.5 -48.3 76.7 -102.9 76.7 48.3 -45.5 45.5 COMPARATIVE ANALYSIS TABLE 1. "X" WIDTH 19.125 24.000 26.500 30.000 32.000 34.000 36.000 37.000 B -98.7 76.7 -92.4 C - 54.8 5 8 -51.4 PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. p er: F.K. Peru! Or Rinse' By. br>.n sr c u- X 3/11/03 Dor Dow 17r17M7 >. A C ..cked 8r, GLAZi G OPTIONS: A. 3/16" ANNEALED AOOEO NOTE Ows 71.9 51,4 -90.1 -50.0 70.1 50.0 -90.0 -50.0 " INDOWS B. 1070 TECHNOLOGY CRlVE NOKOM S, F1. 34275 P.O. BOX 1529 NOKOMIS. FL 34274 3/16" TEMPERED 50.0_ -50.0, 50,0 - 50.0 -50.0 50.0 Visibly Better HEIGHT 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.) -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 TEST REPORTS: FTL -3579, FTL -3581, FTL -3585, TL -3586, FTL -3590, FTL -3 91 C. 1/2" I.G. (1/8" ANNEALED, 1/4' SPACE, 1/8" ANNEALED) - 50.0 50.0 -50.0 50.0 -48.1 48.1, -45.2 70.0 45.2 PRESSURES- X CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, NON - IMPACT 0•.. - w. OA -640 I NTS 1 4 a 12 1 7045-9 1 A Approved as comptyIa* with the Dote +YAIVILIKer• Miami -• Product Cosirv+ Div By Lucas A Tumet, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 3. A. 3/16" ANNEALED GLAZING OPTIONS: "XX" 26.000 WIDTH NEG POS NEG -120.0 76.7, -120.0 37.000 B -210.0 76.7 -210.0 C I -135.0 76.7 -135.0 A - 118.5 76.7 -118.5 43.000 B -210.0 76.7 -210.0 C _ -135.0 76.7 A -95.1 76.7 -95.1 48.000 B -210.0 76.7 -210.0 C -118.8 76.7 A -77.6 76.7 53.125 B -174.7 76.7 C 1 -97.1 76.7 -97.0 A -67.9' 67.9 -67.4 57.000 B -152.9 76.7 -151.7 C _ -84.9 7.7 -84.3 A -61.9 61.9 -60.8 60.000 B -139.4 76.7 -136.9 • • • 11.vaa fir brawn or F.K. C A A a.,.a o two: F.K 3/t1/O3 Resw Dare' 12212+02 -77.4 76.7 -76.1 -55.4 55.4 -53.5 64.000 B -124.7 76.7 C -69.3 69.3 -50.1 50.1 68.000 B -112.8 76.7 -107.4 C -62.7 62.7 -59.7 • • • • A -45.8 45.8 -43.1 72.400 B -103.0 76.7 -96.9 C -57.2 57.2 -53.9 A -43.9 43.9 -41.1 94'Q00 B -98.7 76.7 -92.4 C -54.8 54.8 -51.4 A a..a;o,d C,A.c*. 6 Y. A/r.: -135.0 -118.8 -77.6 -174.6 -120.4 -66.9 -47.7 ADOEO NOTE ")CX WINDOWS B. 3/16" TEMPERED HEIGHT 31.000 36.000 38.375 43.000 48.000 POS NEG POS NEG POS NEG POS NEG ..,..ter... 76.7 -120.0 76.7- 120.0 76.7: -105.5 76.7' -91.9 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -206.7 76.7 76.7 -118.5 76.7 - 110.9 76.7 -95.0 76.7 -82.2 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -185.0 76.7 - 119.3. 76.7 -110.4 76.7 -97.5 76.7 -88.7 76.7 -95.1 76.7 -95.1 76.7 -88.5 76.7 -76.2 76.7 -210.0 76.7 -210.0 76.7 -199.2 76.7 -171.5 76.7 -109.1 76.7 -100,0 76.7 -85.4 76.7 -75.9 76.7 -77.6 76.7 -77.6 76.7 -77.6 76.7 -71.4 76.7 -174.6 76.7 -174.6 76.7 - 174.6 76.7 -160.7 76.7 -97.0. 76.7 -94.3 76.7 -82.4 76.7 -71.0 67.4 -67.4 67.4 -67.4 67.4 - 67.4 -67.4 76.7 - 151.7 76.7 -151.7 76.7 -151.7 76.7 -151.7 76.7 -84.3 76.7 -84.3 76.7 -80.5 76.7 -69.0 60.8 -60.8 60.8 -60.8 60.8 -60.8 60.8 -60.8 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.1 -76.1 76.1 -76.1 76.1 -76.1 76.1 -67.9 53.5 -53.5 53.5 -53.5 53.5 - 53.5 -53.5 76.7 - 120.3. 76.7 -120.3 76.7 -120.3 76.7 -120.3 66.9 -66.8 66.8 - 66.8 66.8 - 66.8 66.8 47.7 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.4 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 59.7 -59.2 59.2 -59.2 59.2 -59.2 59.2 -59.2 59.2 43.1 _ -42.3 42.3 -42.3 42.3 -42.3 4Z.3 -42.3 75.4 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 53.9 -52.8 52.8 -52.8 52.8 -52.8 52.8 -52.8 41.1 -40.0 40.0 71.9 -90.1 70.1 51.4 -50.0 50.0 -40.0 40.0 -40.0 40.0 -40.0 -90.0 70.0 -90.0 70.0 -90.0 - 50.0 50.0 - 50.0 50.0 -50.0 1070 TECHNOLOGY DRIVE NOKOAtWS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 TEST REPORTS: FTL -3579, FTL -3590 FTL3591 C. 1/2" I.G. (1/8" ANNEALED, 1/4" SPACE, 1/8" ANNEALEbT 50.625 54.000 57.000 POS NEG POS NEG 76.7' -86.0 76.7 ° -79.6 76.7 -193.6 76.7 -135.0 76.7 -131.9 76.7 76.7 -107.6 76.7 76.7 -76.8 76.7 -70.8 76.7 -172.8 76.7 -159.4 76.7 -85.9 76.7 -84.0 76.2 -71.0 71.0 -65.3 76.7 -159.9 76.7 -147.0 75.9 -70.7 70.7 71.4 - 66.4 66.4 76.7 -149.4 76.7 71.0 - 66.4 68.4 -60.8 67.4 -63.5 83.5 -58.1 76.7 -142.9 76.7 69.0 -64.3' 64.3 60.8 ' -60.8 60.8 -55.6 55.6 -52.3 76.7 -136.9 76.7 -126.7 76.7 -117.6 67.9 -63.0 63.0 -57.2 53.5 -53.5 53.5 -52.9 52.9 -49.4 49.4 -46.7 76.7, -120.3 76.7 -120.3 76.7 -112.9 76.7 -105.2 -65.6 65.6 -61.6 61.6 -56.1 56.1 -51.1 51.1 -48.6 47.4 -47.4 47.4 76.7 -106.6 76.7 -179.0 -99.4 - 67.6.67.6 -64.6 -60.9 -137.0 1 30.8 POS NEG 76.7 -74.6 76.7 -167.7 76.7 -93.2 70.8 -66.2 76.7 -149.0 76.7 -82.4 65.3 -61.0 76.7 -137.2 60.9 -56.7 76.7 -127.6 60.8 -55.4 58.1 -54.1 76.7 -58.6 58.6 -53.7 57.2 -52.5 -47,4 47.4 -47.1 47.1 -44.0 -106.6 76.7 -106.6 76.7 101.4 -59.2 59.2 -55.7 55.7 -52.1 52.1 -49.0 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 52.8 -52.8 52.8 -52.8 52.8 -51.4 51.4 - 48.5 48.5 -45.7 45.7 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 400 -39.2 39.2 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 7C.0 _ -90.0 70.0 50.0 - 50.0 -50.0 50.0 -50.0 50.0 - 48.1 48.1 -45.2 45.2 PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. PS Visibly Better 0Asoloeo. 1thr CA-640 NTS 60.000 63.000 POS NEG POS NEG POS 74.6 -70.1 701 -6 • .2 66.2 76.7 -157.8 76.7 -149.0 76.7 76.7 -87.7 763 -82.8 76.7 66.2 -62.2 622 - 58.6 58.6 sn..r. 76.7 -1 39.9 76.7 -77.7 61.0 -57.2 76.7 -128.6 64.6 -61 1 56.7 -53.1 76.7 -119.4 55.4 -51.5 54.1 -50.5 76.7 113.6 53.7 -49.5 52.3 -48.8 76.7 -109.8 52.5 . -48.3 PRESSURES - XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, NON -IMPAC 'r 12 49.5 -45.8 45.8 48.8 -45.7 45.7 76.7 -102.9 76.7 A r i l"" 4 "411;141111 wuti the 48.3 -45.5 45.5 OA ffi 46.7 -43.8 43.8 Miami D ade Product Coatroi Oros. rt 76.7 -131.9 76.7 76.7 -73.3 73.3 57.2 -53.8 53.8 76.7 -121 1 76.7 61.1 -58.8 58.8 53,1 -49.9 49.9 76.7 -112.2 51.5 -49.4 49.4 50.5 -47.4 47.4 76.7 -106.7 76.7 76.7 -98.5 76.6 48.6 -45.9 45.9 44.0 -41.1 41.1 76.7 -94.7 73.7 49.0 - 46.2 46.2 42.1 -39.7 39.7 73.9 -91.5 71.1 a.r 7045 -9 A X X Lucba A Tamer, P.E. PE *58201 (Ned�w>+ca1 0 0 0 O ., 0 0 O 0 „' O f, ., 4)0 43 0 0 0 0 .., .J,y 0 O 0 • 0 0 O y 0 ,, O 00 00 0 „ COMPARATIVE ANALYSIS TABLE 4, "O" & "114 -1/2 -114 XOX" WINDOWS TEST REPORTS: FTL-3583 FTL -3579 FTL3584 42.000 45.000 48.000 74.000 79.000 84.000 90.000 96.000 A B C A A B 50.500 B" :500 101.000 106.375 108.000 111.000 114.000 1 17.000 120.000 NEG -90.3 -210.0 -90.3 -86.5 -210.0 -86.5 -78.4 -71.6 -210.0 -71.6 POS 76.7 76.7 76.7 76.7 76.7 76.7 76.7 76.7 76.7 71.6 76.7 B Eil Q B -194.7 -64.9 -59.3 -178.0 113 II1M1 6 13 C A B -59.3 -166.2 ra moo -51.7 -155.0 -51.7 -50.7 -152.0 -50.7 -48.9 -146.6 -48.9 71.6 59.3 76.7 59.3 76.7 51.7 50.7 76.7 50.7 48.9 76.7 48.9 IlfriS p3 6 C A B A 8 -141.6 -47.2 -45.6 -136.9 -45.6 ICE -132.6 -44.2 76.7 47.2 45.6 76.7 45.6 44.2 76.7 -85.0 -210.0 -85,0 -81.0 -210.0 -81.0 -72.6 -210.0 -72.6 -65.7 -197.2 -65.7 -59.0 -59.0 -53.6 -160.8 -53.6 -138.7 -46.2 -45.2 -135.7 -45.2 -43.5 -130.6 -43.5 -42.0 -125.9 -42.0 -40.5 -121.5 -40.5 -39.1 cos MCI -39.1 POS 76.7 76.7 76.7 76.7 76.7 72.6 85.7 76.7 65.7 59.0 76.7 59.0 53.6 76.7 53.6 76.7 46.2 76.7 45.2 EEO 76.7 43.5 42.0 76.7 42.0 40.5 76.7 40.5 39.1 76.7 39.1 -76.1 -210.0 -83.3 -73.8 -210.0 -78.9 -68.8 -209.3 -69.8 -62.5 -55.6 -166.7 -55,6 -50.0 -150.0 -50.0 -46.2 -138.5 -46.2 -42.6 -127.9 -42.6 -41.7 -125.0 -41.7 -40.0 -120.0 -40.0 -38.5 -115.4 -38.5 -37.0 -111.1 -37.0 -35.7 -107.1 -35,7 POS 76.1 76.7 76.7 73.8 76.7 76.7 68.8 76.7 69.8 62.5 76.7 62.5 55.6 76,7 55.6 50.0 76.7 50.0 46.2 76.7 46.2 42.6 76.7 42.6 41.7 76.7 41.7 40.0 76.7 40.0 38.5 76.7 38.5 37.0 76.7 37.0 35.7 76.7 35.7 38.375 NEG -70.7 -210.0 -79.3 -69.3 -210.0 -77.8 -66.0 -207.8 -69.3 -61.7 -185.1 -61.7 -163.5 -48.8 -146.5 -48.8 -44.9 -134.8 -44.9 -41.4 -124.2 -41.4 -40.4 -40.4 -38.8 -116.3 -38.8 -111.6 -37.2 -35.8 -107.4 -35.8 -34.5 -103.4 -34.5 POS 70.7 76.7 76.7 69.3 76.7 76.7 66.0 76.7 69.3 61.7 76.7 61.7 54.5 78.7 48.8 76.7 48.8 44.9 76.7 76.7 41.4 40.4 40.4 38.8 76.7 38.8 76.7 37.2 35.8 76.7 35.8 76.7 34.5 -63.2 -210.0 -69.3 -61.8 -210.0 -68.7 -58.9 -207.5 -66.5 -56.1 -183.7 -61.2 -52.8 -160.3 -53.4 -47.4 -142.2 IIKEE MELEE -129.9 -43.3 -39.6 -118.9 -39.6 -38.6 -115.9 -38.6 -36.9 -110.8 -36,9 - 106.1 -35,4 -33.9 -101.8 -33.9 -32.6 -97.9 -32.6 POS 63.2 76.7 69.3 61.8 76.7 68.7 58.9 76.7 66.5 56.1 76.7 61.2 52.8 76.7 53.4 47.4 76.7 76.7 43.3 39.6 76.7 39.6 38.6 76.7 38.6 36.9 76.7 38.9 76.7 35.4 33.9 76.7 33.9 32.6 76.1 32.6 48.000 -55.6 -183.2 -61.1 -54.5 -180.5 -60.2 -51.9 -174.6 -58.2 -50.2 -169.9 RESIMEN -48.1 -160.0 -52.9 -46.4 -140.6 -46.9 -42.5 -127.4 -42.5 -38.5 -115.6 -38.5 -107.1 -35.7 -102.3 -34.1 -32.6 -97.8 -32.6 -31.3 -93.8 Pos 55.6 76.7 61.1 54.5 76.7 76.7 58.2 50.2 76.7 48.1 76.7 52.9 46.4 76.7 46.9 CEO IBM 76.7 42.5 38.5 76.7 38.5 76.7 76.7 35.7 76.7 34.1 32.6 76.1 32.6 31.3 72.9 31.3 50.625 ELME ' I -169,7 -56.6 -51.0 -167.0 -55.7 -49.2 -161.2 -53.7 -47.3 -156.4 -52.1 -45.6 NUE -50.5 -43.8 -140.6 -46.9 -127.0 -42.3 -38.3 -114.8 -38.3 -37.2 -106.0 -35.3 -101.0 -33.7 -32.1 -96.4 -30.8 -92.3 -30.8 POS 76.7 56.6 51.0 76.7 55.7 49.2 76.7 53.7 47.3 76.7 52.1 45.6 76.7 50.5 43.8 76.7 46.9 42.3 76.7 76.7 38.3 76.7 76.7 35.3 76.7 33.7 32.1 75.0 30.8 71.8 30.8 54.000 -48.4 -155.0 -51.7 -47.5 -152.4 -50.8 -45.5 -146.7 -48.9 -44.2 -141.9 UZI -42.4 -137.2 -41.1 Egg -44.4 -39.9 -127.0 -42.3 -38.2 -114.5 -38.2 -37.0 -37.0 -105.3 -35.1 -100.0 -33.3 -31.7 -95.2 SEM MI MB= -30.3 r 90.9 -30.3 POS 48.4 76.7 51.7 47.5 76.7 50.8 45 5 76.7 48.9 44.2 76.7 76.7 41.1 76.7 44.4 39.9 76 7 42.3 38.2 76.7 38.2 37.0 76.7 37.0 76.7 35.1 33.3 31.7 74.1 30.3 70.7 30 3 57.000 -143.9 -48.0 -44.4 -47.1 -42.8 COME -41.5 -131.2 -40.1 -126.4 -42.1 SEM -40.8 -39.9 -114.5 -37.9 -36.2 - 111.1 -37.0 -105.2 -35.1 -99.7 -33.2 -31.6 -94.7 -90.2 76.7 48.0 44.4 76 7 76.7 41.5 43.7 40.1 76.7 42.1 38.9 76.7 40.8 IMMO 76.7 39 9 36.6 76.7 37.9 vonalignmagensiguaa 11E2111011 36.2 76.7 37.0 76.7 35.1 76.7 33.2 31.6 73.7 31.6 30.1 70.2 30 1 60.000 -134.3 -44.8 -131.9 -44.0 -40.3 -126.5 -42.2 -39.1 -121.9 -40.6 -38.2 -39.1 -36.9 -113.3 -35.9 -110.6 -36.9 -108.1 -35.8 -34.3 -33.6 -105.2 -34.4 -33.0 -99.7 -33.2 -31.6 -94.7 -31.6 -30.0 -90.0 -30.0 76.7 44.8 76.7 44.0 40.3 39.1 76.7 40.6 38.2 76.7 39.1 36.9 76.7 37.8 76.7 34.7 76.7 35.8 34.3 76.7 35.3 33.6 76.7 34.4 33.0 76.7 33.2 31.6 73.6 31.6 30.0 70.0 30.0 63.000 NEG -39.7 -125.9 -42.0 -39.2 -123.6 -41.2 -37.8 -37.3 -113.9 -38.0 -36.4 -109.3 -36.4 -105.4 -35.1 -34.0 -102.7 MB MEI -32.8 -100.2 -33.4 -99.5 -32.0 -98.3 -32.8 -31.4 -97.3 -31.9 -30.8 -94.7 -31.0 -30.0 -90.0 -30.0 POS 76.7 42.0 39.2 76. 41.2 37.8 76.7 39.5 37.3 76.7 38.0 36.4 76.7 36.4 35.1 76.7 34.0 76.7 32.8 76.7 33.4 32.5 76.7 32.0 76.5 32.8 EZI 75.6 31.9 30 8 73.6 31.0 30.0 70.0 30.0 WIDTH WIDTH 36.000 72.000 37.000 39.500 e 57 ' 000 60.000 keraW 26 000 31.000 16" ANNEALED 36.000 B 3/16" TEMPERED HEIGHT NNEAL Ek3i :tra Missal .■ Product Canaria By PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. Rorsci Ftavoi by: Nee- ADDED NOTE 1070 TECHNOLOGY DRIVE tvOKOWS. Ft 34275 P.O. 139X 1529 NOKOltfiS, FL 34274 EIGT Visibly Better nor ALUMINUM CASEMENT WINDOW, NON-IMPACT 4 2 0 0 PE 058201 ctwilicvl 4 COMPARATIVE ANALYSIS TABLE 6. "X •" or '1 . "XO ' UN * U • LITE WINDOW TEST REPORTS: FTL -3583, FTL -3579, F113584 A. 3/16" ANNEALED B. 3/16" TEMPERED C. 1/2" I.G. (1/8" ANNEALED, 1/4' SPACE, 1/8" ANNEALE •) _ GLAZING OPTIONS: "XOX" WIDTH VENT WIDTH . FIXED WIDTH ..... HEIGHT 26.000 36.000 38.375 43.000 48.000 50.625 54.000 • 57.000 60.000 63.000 A NEG -112.3 POS 76.7 NEG -87.1 POS 76.7 NEG -81.4 POS NEG -71.5 POS 71.5, NEG -62.4 POS 62.4 NEG -58.0 POS 58.0 NEG -53.2 POS 53.2 NEG -49.6 POS 49.6' NEG - 46.4.48.4 POS NEG -4 .6 POS 43.6 69.264 19.125 31.014 B -210.0 76.7 -210.0 -94.3 76.7 76.7 -210.0 -86.3 76.7 76.7' -210.0 -72.9 76.7 72.9 -187.3 - 62.4 76.7 62.4' -174.1 -58.0 76.7 58.0 -159.7 -53.2 76.7 53.2 -148.8 -49.6 76.7 49.6' -139.2 -46.4 - 39.939.9 76.7 46.4 -130.8 -43.6 - 37.3'37.3 76.7 43.6 C -112.3' 76.7 86.919 24.000 A -71.3 71.3 -69.7 • 69.7 -66.9 66.9 -59.6 59.6_ - 52.3 + 52.3 - 49.649.6 -45.9 45.9 -42.8 42.8 38.919 B -210.0 76.7 -210.0 76.7 - 210.0 76.7 -196.6 76.7 -165.3 76.7 -152.5 76.7 -138.8 76.7 - 128.5 76.7 -111.8 76.7 C I -71.3, 71.3 -71.3 71.3 -71.3 71.3_ - 65.5 -55.1 55.1. -50.8 50.8 -46.3 46.3 -42.8 42.8 -39.9 39.9 -37.3 37.3 ` 95.973 26 500 ' 42.973 A -58.5 58.5 -58.5, 58.5 -58.5 58.5 -54.9 54.9' -49.5 49.5 - 46.7 -43.6 43.6 - 40.5 - 37.6.37.6 -35.1, -105.2 35.1, 76.7 B 76.7 -175.5 76.7, -175.5 76.7 -175.5 76.7 -158.4 76.7 -145.5 76.7 -131.8 76.7 -121.5 76.7 - 112.8, 76.7 C A -58.5 -46.5, 58.5 46.5 -58.5 -45.6_ 58.5 45.6_ -58.5 -45.6 58.5 45.6 -58.5 -45.6 58.5 45.6 -52.8 -45.6, 52.8 45.6 -48.5' - 43.4' 48.5 43.4 -43.9 -40.8 43.9 40.8 -40.5 40.5 - 38.2 -37.6 - 35.3 37.6 35.3 -35.1 -32.8' 35.1 : 32.8 _ 108.649 30.000 48.649 B -139.4 76.7 -136.9 76.7, -136.9 76.7 -136.9 76.7 -136.9 76.7 - 136.9 76.7 -124.9 76.7 -114.5 76.7- 105.8.78.7 -98.3 76.4 C -46.5 46.5 -45.6: 45.6, -45.6 45.6: -45.6 45.6, - 45.6.45. •: -45.6 45.6 -41.6 41. • -38.2 38.2' -35.3 35.3 -32.8 32.8 115.892 32.000 . 51.892 1 A -41.6 41.6 r - 40.1 -40.1 40.1 -40.1 40.1, -40.1 40.1 -40.1 40.1 -39.2 39.2 - 37.1 37.1 - 34.3 34.3 -31.7 31.7 B -124.7 76.7 -120.3 76.7 -120.3 76.7_ -120.3 76.7 -120.3 76.7 - 120.3 76.7 -120.3 76.7 - 111.6 76.7 -102.8 76.7 -95.2 74.1 C _ -41.6 41.6 -40.1 40.1 -40.1 40.1 -40.1, 40.1 40.1 -40.1 40.1 -40.1 40.1 -37.2 37.2 • - 34.3 34.3 -31.7 31.7 122.000 33.687 54.627 A - 38.2 38.2 - 36.2 36.2 - 36.2 36.2 - 36.2 36.2 - 36.2 36.2 - 36.2 36.2 - 36.2 36.2 - 36.0 36.0 - 33.6 33.6 - 31.0 31.0 B - 114.6 76.7 -108.6 76.7 -108.6 76.7 -108.6 76.7, - 108. 76.7 - 108.6' 76.7 -108.6 76.7 - 108.6 76.7 - 100.8 76.7 -93.1 72.4 C -38.2 38.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2. -36.2 36.2 - 36.2 36.2 -36.2 36.2 -33.6 33.6 -31.0 31.0 30.9 123.135 34.000 55.135 A . -37.6 37.6 - 35.5135.5 -35.5 35.5 -35.5 35.5: -35.5, 35.5 -35.5 35.5 - 35.5 35.5 -35.5 -33.5 33.5 -30.9 B 112.8 76.7 -106.6 76.7, -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -100.4 76.7 - 92.8.72.2 C �- -37.6 37.6 - 35.5 35.5 -35 35.5 -35.5 35.5' - 35.5 35. -35.5 35.5 - 35.5 35.5 -35.5 35.5 -33.5' ` 33.5 -30.9 30.9 30.7, 71.5 126.000 '. • • •; 34.791 56.418 A -36.3 36.3 -33.9 33.9 ' -33.9 • 33.9, -33.9 33.9 -33.9 33.9 -33.9 33.9_ -33.9 33.9 -33.9 33.9_ - 33.2 -30.7 8 - 108.8 76.7 -101.8 76.7 -101.8 76.7 -101.8 76.7, -101.8 76.7 -101.8 76.7 -101.8 76.7 -101.8 76.7 - 99.6, 76.7 -92.0 C -36.3 36.3 -33.9 33.9, -33.9 319 -33.9 33.9 - 33.9.33.9 -33.9 33.9_ - 33.9 33.9 -33.9 33.9. -33.2 33.2 -30.7 30.7 • 0 • • 1!47.0130 •• • •• 35.896 58.209 A -34.5 34.5 -31.9' -31.9 31.9' -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 -31.9 31.9 -30.3 30.3 B -103.5 76.7 -95.6 74.4_ 74.4 -95.6 74.4 -95.6 74.4 -95.Q 74.4 -95.6 74.4 -95.6 74.4 -95.6 74.4 -90.9 70.7 C , - 34.5 34.5 -31.9 -31.9 31..9 -31.9 31.9 -31.9. 31.9. - 31.9 -31.9 31.9 -31.9 31.9 -31.9 ` -30.3 , 30.3 •••• • • 1 • 36.000 58.378 A -34.3, 34.3 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -30.3 30.3 , B . -103.0 76.7 -95.1 74.0 -95.1 74.0 -95.1 74.0_ -95.1 74.0 -95.1" 74.0 -95.1 74.0 -95.1 74.0 -95.1' 74.0 -90.8 70.6 C -34.3' 34.3 -31.7 31.7' -31.7 31.7 -31.7 31.7 -31.7' 31.7: -31.7 31.7, -31.7 31,7 - 31.7 -31.7, 31.7 -30.3 30.3 • • • • 1'34.000 37.000 60.000 A -32.9 32.9 -30.0 -90.1 30.0 70.1 -30.0 -90.0 30.0 70.0 -30.0: 30.0 -90.0 70.0 -30.0 -90.0 30.0 70.0 -30.0 -90.0 30.0 -30.0 70.0 -90.0 30.0 70.0 -30.0 30.0' -90.0 70.0 -30.0 -90.0 30.0 70.0 -30.0, -90.0 30.0 70.0 B -98.7 76.7 C -32.9 32.9 -30.0, 30.0 -30.0 30.0 -30.0 30.0_ -30.0, 30.0 -30.0, 30.0 -30.0 30.0 -30.0 30.0 -30.0, 30.0 -30.0 30.0, • •• • • •••• • . • • • • •••• • •••• •••• • • • • •••• • • • • • •••• • •• • • • • • •• •••• • • •••• PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. Revd 9y: F.K. geoid 9y: Revad 9y, ' 11/..' Dr.wo9y Dow 3/11/03 D. Delo A 2h.d.e ey "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. ADDEO NOTE 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34273 P.O. BOX 1529 NOKOMIS. FL 34274 P 'T Vi5 bly Better PRESSURES- UNEQUAL CONFIG. XO, OX & XOX IM ALUMINUM CASEMENT WINDOW, NON -IMPAC CA-840 NTS Sheet Drawly .a 8 a 12 7045 -9 a.- A X 0 UNEQUAL LITES X 0 UNEQUAL LITES 0 X UNEQUAL LITES Approved as con tibia& with the Florida ...., a • ode Date 04 Z • O NOAH Wuxi Dude Product Cesbd •Zeit4 iN!! Lucas A Turner. P.E. PE 5+9201 Mechanical 00000 •..S. • • • • 00000 • • • • • 00000 • • • 1 • • ' • • - •: . : . • . 1 . . • 1 111.. • • • 1111 • •••. • •••• ••.• • •••• • •• • • • • •• ••.• .. MAX. • • • • • SHTS. 2 & 3) •• • . . .11•.1 •••• • • • .•. • .• • • • HEIGHT VERTICAL SECTION OPERABLE UNIT MAX. VENT DAYLIGHT OPENING (SEE SHT. 2) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 2 & 3) , c) VERTICAL SECTION FIXED UNIT REFERENCE "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 2) MAX. WIDTH (SEE SHT.2) HORIZONTAL SECTION - XOX MAX. VENT DAYLIGHT OPENING .1 (SEE SHT. 2) MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - X MAX. WIDTH (SE E T. 2) HORIZONTAL SECTION - XX REFERENCE "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 f REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 10 Approved as celnyiY'IY ..s thS COile Florida B, i2� vste NOAH - Prodxc�j kiiaatl D[ sy F.K. Aavad 81: R.0.00 By: Dram. 8r F.K. Dew 3/11/133 Dad. turn: 12/12/02 A Rwosion Cloc B r. NO CHANGE THIS SHEET 0.s. 1 1070 TECHNOLOGY DRIVE NOKOMIS. FL 3-4275 P.O. BOX 1529 NOKOMIS. FL 34274 ct Visibly Better Dose SECTIONS ALUMINUM CASEMENT WINDOW, NON - IMPACT S...aMoe,t CA-640 sew. NTS Steer 9 a 12 7045 -9 Lucas A. Turner. P.E. PE #5&201 Mechanical . • ••.•.. • •••• • • •••• • •••• • •••• •••• • • •••• •• • • • • .' • • • • • • •.• • • • •• • • • • •• •••• • • • • •• "X" FRAME JAMB "X" FRAME JAMB • •• • • • • • • • • • • •• •• • • •••• • • •••• • • •• • • • • • FRAME ASSEMBLY TUBE FRAME ASSEMBLY TUBE Th.wa erc F. K. Mora by hewn by: 0.4. 311 UO3 D+•r., err ow.. F.K. 12112/02 "XX" FRAME ASSEMBLY DETAIL "XO" & "XOX" FRAME ASSEMBLY DETAIL FRAME HEAD OR SILL #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "0" FRAME JAMB MAIN FRAME ASSEMBLY DETAIL REV►SEO FRAME ASS"( DETAIL SCREW SPACING 0.1.: #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL 1070 TECFINOL OG Y DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 SASH FRAME TOP OR BOTTOM RAIL Visibly Better 1.159" 2.139" SASH FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7003A FIXED FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7005A EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, NON - IMPACT s.rie.mattr CA •640 sorts: NTS 2.784" --- -- t•=..• � 7045 -9 raw Short 10 0 12 .062" NOM. L .- 2.7M" FRAME HEAD, SILL, JAMB I MATL: 6063-T6 ` DWG# 7002A .434" 1 2.854" . NOM. 2.919" Approved as complying with Hu Florida B • • • CQdc Date 0� NOAH Miami Dade Product Centred Dhiell� /i _.1 Lucas A. turner, P.E. PE #582C1 Mechanical • • • • • • • .• • • • •• • •••• • • •••• • •••• •••• •••• • • •••• • • •• • • • • •• •••• • • •••• • 7003A • ITEM DWG # PG'r. # . • •• 2 3 4 5 6 7 8 9 I0 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 30 31 32 33 40 • 43 • •44 • •• ••59 ••5t : SZ• 53 •• 54; 55 67 68 69 70 71 72 73 74 75 Rend 1$t: - UN.: F. K. 3/11,03 R.rtd H Rend ay: A.".+ by: F.K. 7002A :017 :009 ;024 ;026 7014 1157 7013 7015 7028 7027 7030 7031 7032 7033 7022 7023 ;037 1042 1224 1634 7006 7040 1635 331 7004A 7011 7012 7019 7018 7025 7016 R. A R. CA.d.d 8y Ow. 781PQA 781 PQA 6TP247 6I63K 61635K 60976 78x 12PSTW/B 712XIPPT 711573 7FLDHD 70834A NO CHANGE TMS SHEET PARTS LIST MAIN FRAME - HEAD, SILL & JAMBS 48 X 1 QUAD P11 SMS FRAME CORNER KEY I/2 "X1 /2 "Xl /8" CLOSED -CELL FOAM TAPE SASH - TOP, BOTTOM & SIDE RAILS #8 X I • UAD PH SMS GLAZING BEAD (1 rr I.G.) VINYL BULB WSTP (THICK) SILICONE - DOW CORNING 899 OR 995 PARABOND SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE - SERRATED CASEMENT SCREEN CUP 48 X .500 SQ. PN. TEK SMS 67004 CASEMENT FRAME ASS'Y. TUBE 412 X 1" PH. PHIL. TEK. LOCK SUPPORT PLATE LOCK SPACER SNAP -ON T- HANDLE KNOB FOLDING HANDLE MAXIM SINGLE LOCK SINGLE LOCK KEEPER 48 X .750 QUAD PN SMS DESCRIPTION 1070 TECFOGY DRIVE NOKOMIS, FL 34275 P.Q BOX 1529 NOKOA1S, FL 34274 PARTS LIST CONT. ITEM 80 81 82 83 DWG # 7005A 1155 7010 7007 PGT. # 781PQA FIXED WINDOW FRAME - HEAD, SILL & JAMBS 48 X 1 QUAD PN SMS DESCRIPTION FIXED FRAME CORNER KEY INSTALLATION HOLE COVER .845" _ .865" ______ .050" 3/16 ",1 /8" GLAZING BEAD MATL: 6063 -T6 DWG# 7037 .523" r _ .865" .050" Visibly Better 1 1/2" I.G. GLAZING BEAD MAT'L: 6063 -T6 DWG# 7042 .040" .423" CASEMENT SCREEN FRAME MAT'L: 6063 -T6 DWG# 7006 1121G Deernerwr tar 1.000" CA-640 &w.: NTS .125" .062" PARTS LIST & EXTRUSIONS Snr.t 11 d 12 CASEMENT FRAME ASSEMBLY TUBE MAT'L: 6063 -T6 DWG# 7004A ALUMINUM CASEMENT WINDOW, NON - IMPACT 7045 -9 .993" r - .289" .040" INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 Mr. A Approved AS co1nplyiltg with the Flerid• 134 • leg .dc Date o NOM MIa •• • • • • • • • • • • • •• •• • • •••• • •• • • • • • Lucas A Tuner, P.E, PE 1$5.3201 Mechanical •• . • • • • •• I •••• • •• •• • • •••• • • • • •• . • • • •• . • • • • • • • .• • • • • • • • • •• • • • ••• • •••• •••• •••• • •••• • •••• • • • •• • • • • •• ••.• • • •••• APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) -- 1/4" MAX. SHIM #12 OR #14 SCREWS • •• •• • • • • • •• •• •• • NOTES: R.rsa 8y. F. K. Pone ay: 17 awed ay. Drawn By F.K. • • Gale. Oat.: 3/11/03 Da": 12112102 A R...s.ons Checked ay Oa 1_`� 1 1 /2" MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 114" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM 7 3/16" OR 1/4" TAPCCN (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) •••• _ I 1 1/4" • •••• MIN. EMBEDMENT • • •�•• OPERABLE UNIT FRAME • • TO CONCRETE ,ADDED #14 SCREW OPTION 1 114" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 112" THICK 1 /4" MAX. SHIM #12 OR #14 SCREWS �1f 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1070 TECHNOLOGY (-RIVE NOKOMIS. FL 342;5 • /mum 4 ',minum 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE ENGINEERED BY OTHERS. P.O. BOX 1529 NOKOMIS. FL 342:4 Visibly Better APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) _ ! 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE ANCHORAGE DETAILS .•e ALUMINUM CASEMENT WINDOW, NON - IMPACT Se+renbeee Scee: Sneet CA-640 1 1/2" MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK APPROVED W000 BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. a,«. NTS 12 a 12 7045 -9 A ,1 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK AMrwed r aen;l 'wish the Florida (fie ifros- • •• • • • • • • • • • •• •• • • •. .••• •••• . • • • • •• • • • • 3 Lucas A. Tumer. P.E. PE. 458201 AkchaMcal •• • • • •• • •••• • •••• • • ••• • • • • • • • • • •• • ••• • • ••• • • • • • • 00000 • • • • • • raftwasimmiailan4 411.4111111 3'14 t0M7s111Q Mr 441,11,4141 1UIalarw MOO Wasumw NOON �............ tf 133.100 143 1 31.373 (4) 511.325.(4( 53.000 441 1 MOM (1 'III, Pars 40 11 ffm3 MM Vim 8$9 P** 0 00 as 31.47 ' 147 4. IM S t3) 433.40 ' 10.70 •133.00 111.70 •1371.40 11.70 .1 10 ., - 15.70 �- 100.40 1175 imam 000 43) -33.00 11.70 .13151 *070 - 133.10 15.70 •14160 16.113 s7.s - 131.76 " 400 ' .11100 1170 .13100 05.70 •133.13 L 31.70 41350 14.10 43.10 15.75 31000 pc -13*00 •130.00 ` 11.70 11 0 .15.00 .i30La0 silo 4.70 431.00 .x,00 31:7( 11174 :11aoor •143.00 3!3.11 ; 58.10 ' •77.30' 71,70 3.00 -713 0 Otto Ian 1.75 , N 37.000 13) 40405 j3) 433.00 1370 .11140 5170 430.00 51.75 43100 OLIO -73.40 9i, 1 .11.741 •43'3.00 11344 .1 11.70 •143.00 3130 �411D 3) 433.00 , 1* 0 4333,13E SOO •40!.51 _ ss•U 4840 , 1170 ' 4040 1.70 - N� .4 ' , 33.17 s .Mao S3ir w71" .111.40 34.70 45.31 13.71 .13.1 0 ` s 0.re • L K gOaPJO &TIPt ANALYSIS r0*t 014151 311147114110 94• 1100 Maslow 49119111 wn10sw ta01 31004 4117 • 31.111 441 11133 441 03.100 P1. 11350 4*) *1) ` 41040 Q 11013 55.47 5.17 no, 410.00 413400 M ' 10.3r 4457 lie ' 43001 .13500 Pee ^ 31:07 113 00 0 114.10 - 43030 as 31.47 ' 147 4. "0 41.30 40,10 *M 0037 1031 1 .4a3 4 Moo 41) 31100 (51 .750. 00 3157 •1 =0.11 15.1T •431.00 11 17 9 7 .0 0 17 1. .77.50 41.57 � stme (31 - 133.00 - lest ' 420.00 1.4t ' •103.30 11.14 41.30 NMS 41670 _00.07 37.100 (3) -13100 14.111 410.00 10.17 .3140 11.17 70.11 3511 41.00 1117 40.050 (3t •1stL110 SLIT 410.10 1.17 4410 117 ALIO 10.17 . .37.10 ss.s7 414008 13) - 134.00 0117 4 330 _ 1.17 -73.40 9i, 1 •51.430 _ 1111 41.30 1.61 +WOOD -320.014 51.64 •104.40 !007 - •1.10 10.17 •3310 _11.14 -441.10 44101 4 70 *3.111 441 .1*0.00 , 33.17 s .Mao NAT _. 45104 _ 51.07 ' 47.15 47.00 •4010 MAX. HEI IT. • • :..76:000 • .. • • • • • • • • • • MAX. WIDTH 53.125" MAX. FIXED LITE DAYLIGHT OPENING 0.125" • • • • • •••• •• . • • - ---• -- - ----- CENTERLINE Of MEETING RAC --- - ----- • •• • • • • • MAX. VENT DAYLIGHT OPENING 48.125" 1NQN- !MeACT WINDOW$ t.) TEST REPORT, GLAZING, MAXIMtIM SIZE A FTL -2957, 3/16" TEMPERED. 53.125 x 76.000 (AI, A3, A4) 8) F 1.- -2958, 3/16" ANNEALED, 5.3.125 x 76.000 2.) AL4NUFACTURED WITH HEAVY DUTY MEETING RAIL 3.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 4.) SEE SHEET 2 OF 7 FOR SECTION DETAILS 1 MAX. FIXED UTE OAYUGNT OPENING 34.375" 1 VAX. VENT DAYLIGHT OPENING 34.375" 1 MA:4, FIXED LITE NOW FROM Bp1TOM OF MEETING RAIL 37 1/2" A fi/ Robert L. rk. Part? PE 339712 Structi rl1{ OOM1A1UTi1K AMALY*1150711.11 14 Mention 1141 1 01ron113*** srs 311.0317531onion sot 01r3. 3.1 7114111114 050141 L1ads heed an tanlpsratk. AeaINls and Moos ?Ws AIM 11300. +1•# 0 011thrs O.MlAn Lomb *sold so Cslt Aaa$0s1s and 14a1or toot Soossrr.. t44 Natant 4t► for 040 Wiwi* or 3145" Taocam. (W a straws nary a us11 Instead .4 1 Ws) 14 Amtilsr* (1' mat. Own sash s.mq and i 11913 an milker 3103 of moot0t1,02. 15m maim spode, et 11.13 lambs ae0 Tr at Mad and MN. ,J16 GLAZING DUAIL ora.n 110. F.K. F.K. 916/01 °°`` 4/18/0 1070 TECHNOLOGY 05 t P.O. 801 1338 2 alt* sue. NOKOMIS, FL 342T3 MOWS, 11, 34274 SH -4000 NTS pgunM REV sompttlaswith Fletidr Angotaan .1r " 44..1 !'!.i a soin4 FLORIDA OULOWO 00 131 a 89 .1er� 1 0Y S ltw P1t OUT CONTROLOMSION =mime No. -Co) RewleOrra: REDRAWN 0 FLANGED W/ 3/16,7" 01? 3/16A GLASS AL UMINUM SINGLE HUNG WINDOW (TG -8) rowft" I u► 4 2737 A • • • 000000 00000 • • • • • ...... MAX. HEIGHT ... • • • .. MAX. FIXED LITE VERTICAL SEQTlQN MAX. FIXED LITE DAYLIGHT OPENING MAX. VENT DAYLIGHT OPENING OPTIONAL FIXED LITE --- MAX. DAYLIGHT OPENING MAX. wiDTH HORIZONTA4 SECTION NON -1MPA T WrNDOWS 1.) TEST REPORT, GLAZING, M4XIMUM SIZE A FTL -2957, 3/16" TEMPERED, 53.125 x 76.000 8 FTL-2958, 3/16" ANNEALED, 53.125 x 76.000 2.) MANUFACTURED WITH HEAVY DUTY MEETING RAIL 3.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS Mani SECTIONS FROM SHEET 1, 3/16 CLASS ALUMINUM SINGLE HUNG WINO OW TG -- B skin* 2 i'4 2737 f0 H TOP RAIL BOTTOM RAIL RAIL STOP SH CAM INSERT L.H. & R.N. x VINYL 8W 62 03 62 6 6534522 6534523 6 4324 66387 42800 7834PA r 49 VENDOR 6063 -76 6 .3 -T6 -16 • 6063 - 76 6063- T6 606.3-T6 6063 -T6 PGT NC R OR TEAM P 534525 534522 53452 NEM NEM C' 8 x . • 25 'NUM • T ► SOS SALANC WEATHERS1RIP 187 x .270 FIN STRIP 7:. x • rYi, N e E TA,(t our bLU S ,. 'Tr saw) �� ►.�_� L`► SS Tr 10 23 24 5 kD58G BEAD • 7858 61062 67819 7121UM 62899 65 '1 SPENCER OR CALOWELL 1501 ':.00S SCHLEC(L CALDWELL 00W. GE . , EQUAL 0.4 SCREEN _0R ORIOA REEN OR = 14 15 16 17 18 26 DESCRIPTION ED 1 P LA 1 Arc Pcr # 62704 71096 606.3 -76 MIN1A TUR DIE CASTING VENDOR # • • • • • • 1.5011 1 1.521 a ) 1.150 2.000 .50* 2.120 HEAD EXTRUSION 2.1$7 ---•- HEAVY .DUTY METING RAIL ::SASR: DE • Rat,- TR$4QN ••• • • • • • • • • •... .052 2.100 .675 LON SILL EXTRUSION SASH TOP RAIL EXTRUSION 1 r- .877 4? 1 --- SAV RAIL TfQM LOCK REFERENCE TEST REPORTS: FTC -2957, FTL -2958 2.100 .052 1.452 JA IB_ EXTRUSIO1 SASH BOTTOM RAIL EXTRUSION 2 28. 32 33 3 16 ANNEALED GLASS 3 16 TEMPERED GLASS 16 G FUT INDUSTRIES 0-Ar- to70 tf.CHN0LOGY 0RI t M0>c0�1+sw 11. 34275 8 x 1.1 ► ►. ' , -AN NEV SM x 1 J OPEN CELT FOAM_ PAD SCREEN ASSEMBLY SASH 8011DM RAI LOCK SASH BOTTOM RAIL LOCK SPRING ' • 121 1PV1110 IsapegOVVIthibt 1111116 Mks GO Olitsior 62721 PROFILES & PARTS 6063 -1'6 STL 534524 .4F--6387 4 ` PGT 214.%X FS 7826 - 187 FS7919 187 05 -200 05 -196 APPR0vwD 116 C0101,1`114 WHINE S0U714 R0115114 8t111011►00002 � o o 4 toot Sy alt t•`•�y.i As PRODUCT COMM 011110011 111100531X10a0MPIJANCE o ACOPMCE N0 I-4;4 ALUMINUM . SINGLE HUNG WINDOW QG-8) P.O. soot ins S c U IMeaer. " 5�at: or., a No, xolclx+t�, n 34274 SH -4000 1V TS 3 a 4 2737 C • • • ••..• • ••••. . :TYPICAL HEAD CONFIGURATIONS • • .. •. • •.. • • ••.. ••.. • • ••.. • • •.• • • . ••. •••• • • • ... t x W000 BUCK • .250 2 x MOO BUCK .250 tit. • •. • • • • .... • . • •... .• r• • • • • •• ••.. • • •••• • .• - • . • • • .• • • r :.4 . i't • • x• 1 1.250 3/16" TAPCON 1.250 110 PAWN) OR 112 PAN iEAO 1.) N,EFE'RLW E TEST REPORTS M -2957 (4 , A3, AO F7L -2958 24 ANCHORS ARC 110 SCREWS OR .V16" TAPCONS (P2 SCREWS MAY 6E MO #NSTFAO) J.) ANCHORS ARE LOCATED 5" WOOMtlN FROM EACH CORNER AND 5' MAXIMUM ON EITHER SIDE OF MAMMA( ANCHOR WAGING OF 18" AT JAMBS AN0 20" AT HEAD ARO SfLL. 110 PANHC4O OR 112 PANUEAO r .250 1.250 .250 &Mt i 1 1.250 N 2 x TYPICAL SILL CONFIGURATIONS t Aj Robert L. r.P.E. PE 3 i2 Stniztur.1 Ate Rte. 1070 =mom oak 110X01115. ft. 34215 TYPICAL JAMB CONFIGURATIONS 110 PANFiEAC OR 112 PANHEAO " Amato tmo .-+•� 1.250 ANCHORAGE DETAILS -- FLANGE ALUMINUM SINGLE HUNG WINDOW P.o. Box 1529 Nexame, R 3*ri4 _ SH -4000 NTS 4 of OA summate* OATE octase:t - �t1 st l• L1J.. PROMO COMM ACCEPTANICE 4 -Q "d t TG 8 2737 COMPARATIVE WIDTHS ANALYSIS FOR: XX CONFIG. HEIGHTS 80.000 (7) 84.000 (7) ■ (8) 48.000 (6) NEG ! -102.6 -96.9 > -83.6 POS .\ �\ 60.0 2 POINT -\ . -- 60.000 (8) NEG -85.8 LOCK -69.4 POS 60.0 OPTION 60.0 \ 71.750 (8) �,� � � •' -60.0 -60.0 / -60.0 X POS X 60.0 60.0 / / / / / \`• / / / COMPARATIVE WIDTHS ANALYSIS FOR: XX CONFIG. HEIGHTS 80.000 (7) 84.000 (7) 95.500 (8) 48.000 (6) NEG ! -102.6 -96.9 -83.6 POS 60.0 60.0 60.0 60.000 (8) NEG -85.8 -80.9 -69.4 POS 60.0 60.0 60.0 71.750 (8) NEG -60.0 -60.0 -60.0 POS 60.0 60.0 60.0 • • • • •• • • • • • 95 !" MAX. HEIGHT 36" 13" MAX. O,C. 1 6" MAX. v 6' MAX. • • i g MAX. o.c. • I yp. HEAD :&• S1t • • • • • • 37 1 /2" MAX. WIDTH 25 11/16" MAX. DAYLIGHT OPENING 2 POINT \ LOCK OPTION / i / / / / / / / 1. / / / TYP. BOTH JAMBS N.d - IMPACT DOORS 13 1/4" HINGE CENTERUNE 13 1/4" HINGE CENTERLINE 84 5/8" MAX. DAYUGHT OPENING 47 3/4" HINGE CENTERUNE 95 1/2" MAX. HOGHT 13 1/4" HINGE LOC. 36" 13 1/4" HINGE CENTERUNE - TYP. BOTH JAMBS ® 6" MAX. - 13" MAX. Q.C. TYP. HEAD & SILL 1.)'GL AZING: • 37 4 16: TEMPERED 2.1 •CONFlGURA1Io 4S: X. XX 3.) 'DESIGN PRESSURE RATING: SEE TABLES .'A.' 14EGATIVB 'DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. • B 1'OSIhh J)JGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 4 .) JJCHORS • • 4tAD & SILL; MAX. 6" FROM CORNERS. (XX ONLY) MAX. 6" & 10" ON EACH SIDE OF MEETING RAIL CENTERUNE. MAX. 13" SPACING. �lQS: MAX. 6" FROM CORNERS. MAX. 13" SPACING. (STAGGERED - SEE SHEET 4) 5.) MIAMI -DADE COUNTY APPROVED HURRICANE PROTECTIVE UNIT IS REQUIRED. 6.) SEALANT TO BE APPUED AROUND FRAME & PANEL CORNERS. DEAD BOLT & LEVER HANDLE. 7.) REFERENCE TEST REPORT: FTL -2333 8.) SEE SHEET 2 FOR SECTION DETAILS. 25 11/16" MAX. DAYUGHT OPENING 71 3/4" MAX. WIDTH F ( --i 10" I �-- " Robert L Clark. P.E. Pf: /39712 13 1/4 " HINGE • - CENTERUNE TYP. BOTH JAMBS 47 3/4" HINGE CENTERLINE TYP. BOTH JAMBS - r 13" MAX. 0.C. 6" TIP. BOTH JAMBS ANCHORAGE DETAIL SEE NOTE 4 izur INDUSTRIES 1070 TECHNOLOGY ORNE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 84 5/8" MAX. DAYUGHT OPENING Tate: F.K. Revsd or F.K. Revsd Or D.B. Drown or D.B. Description: GLAZING BEAD 7/31/02 Dote: 0Do . 1128/02 11/17/0G Dote: 9/5/97 COMPARATIVE ANALYSIS FOR: X CONFIG. WIDTHS 24.000 (2) 30.000 (3) 37.500 (3 NEG POS NEG POS NEG POS E -ADD ANCHOR LOC. 80.000 (7) -102.6 GLAZING DETAIL Revisions: ADO SHT 5 de TABLE Revisions: ADD 2P LOCK 60.0 -85.8 60.0 -60.0 60.0 -80.9 /-60.0 3/16" TEMPERED GLASS ALUMINUM FRENCH DOOR SILICONE Series odet Scole: Sheet: 'Droning No. AITC I 1 ,. HEIGHTS 84.000 (7)1 95.500 -96.9 60.0 60.0 60.0 NOTE: NUMBERS 1N PARENTHESIS ARE MINIMUM QUANTITY OF ANCHORS PER SIDE 7/16" GLASS BITE Approved as emptying witb the hurl Balding Code Date NOAH - Miami Dade Product Coo.ttrol By EXTERIOR ELEVATIONS - X & XX n AA -83.6 60.0 -69.4 60.0 -60.0 60.0 ( 'Rev: c l • • • • • . • • •� • • • • EXTERIOR • .. • • • • • •••• • • •... •••• • •... •••• • • •••• • • •• • • • • •• •••• • • .•.• 95 1/2" MAX. HEIGHT • •• • • • • • . • • • . .••• • • ..•• •• • .. • • •• • 93 5/8" OVERALL PANEL HEIGHT 84 5/8" MAX. DAYUGHT OPENING IL 1.489 VERTICAL SECTION ACTIVE PANEL . EXTERIOR AN 71 3/4" MAX. WIDTH 25 11/16" MAX. DAYLIGHT OPENING TYP. (2) 68.264" OVERALL PANEL WIDTH HORIZONTAL SECTION - XX CONFIG. "Air/ 7/4 !./- Robert 1.. Clark. P.E. PE 139712 Structural EXTERIOR 25 11/16" MA DAYLIGHT OPENING 37 1/2" MAX. WIDTH HORIZONTAL SECTION - X CONFIG. INDUSTRIES 1070 TECHNOLOGY ORME NOKOMIS. FL 34275 P.D. BOX 1529 NOKOMIS. FL 34274 F.K. Revs4 By: F.K. Revs, By: D.B. Drawn By: D. B. Description: Series /Moder: FO -101 7/31/02 Dote: 0128/02 Data: 11/17/00 Dote: 9/5/97 SECTIONS INACTIVE PANEL Scale: N T E —ADD MAX. DIMS Revisions: NO CHG THIS SHT Revisions: ADD 2P LOCK rue: ALUMINUM FRENCH DOOR Sheet: 2 or !bowing No. 944 Approved as complying with the Florida Date • g ,mss • NOM Miami Dade Product C DI Hy t' • • • • • • • • •• .... • • DETAIL "A" 7/31/02 E -NO CHG THIS SHT Dote: Revisions: 01/28/02 NO CHG THIS SHT Dote: Revisions: 11/17/0G ADD 2P LOCK Date: 9/5/97 Approved u complyiog kb the ITndW BZulding Code Date NOM Miami Dude Prvdect C trot D • • • • • INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 • P.O. BOX 1529 NOKOMIS. FL 34274 Revsd By: F.K. Revsd Gy: D.B. t Drown By: D.B. Oescripti GLAZING DETAIL & EXPLODED VIEWS l ilia: ALUMINUM FRENCH DOOR Series /Model: Scab: Sheet: ()rowing No. FO -101 NTS 3 of 5 944 Rev: • • • • • .• 00000 • • • . • • • • 1 1/4" 3/16" OR 1/4" W/ 112 HD TAPCONS (SEE NOTE 2) TYP. HEAD • . • • • •0. • •00. • • .0.• • ••.. • .000 0000 • • 00.41 • •• • • 0 • •. 0000 • • .0.. 110 WOOD SCREW ` ANCHOR FASTENERS ARE STAGGERED IN JAMBS 1 • • • • ..0. • • •00. �•�•TYP. JAMB 3/16" OR • 1 W/ 112 HD > (SEE NOTE 2) • • • x WOOD BUCK ® 1/4" 1 1/2" MIN. MAX. 1_ 110 WOOD SCREW Y MIN. 2x WOOD BUCK 3/16" OR 1/4" W/ 112 HD TAPCONS (SEE NOTE 2) 1 1/4" MIN. 1/4" MAX. • ° TYP. SILL MIN. 2x IL WOOD BUCK TYP. HEAD • • • . •Z L TYP. JAMB 1/4" MAX .250 x 187 FINSEAL STRIP .679240 AL. 60 w`f1• . – T5 .050 WALL FRAME JAMB AL. 6063– T5/.050 WALL) FRAME HEAD JAL. 6063– T5/.062 WALL) SILICONE OUTSW. THRESHOLD (AL. 6063– T5/.050 WALL) 5/16x18 THREADED ROD TRUSS CLAMP CAI- 6063– T5/.062 WALL) 5/16x1/16 TRUSS WASHER 5/16x18 TRUSS NUT FRAME SCR. COVER CAP STRIKE PLATE STRIKE PLATE INSERT 10x3 4 SCR. FLT. HD. PHIL 60379 60380 60411 62899C 61069 6TRODA 60378M 7WASHA 7JNUTA 41722W 7FR SPX 41721 71034A 8 4 6 3) (3 /frame 'ambs 6 13 6 hin • e – hinge –door jamb) 15) (5 /hinge &hinge –frame iamb) 2 (0) (1 0 top /bog. • of t.h. astragal) 4 4 2 /slide bolt locks) 2 12 (6 /head & silt) 8 14 2 hor. bead 5 ver. bend 60377 HINGE ASS'Y. 11 Ox 1. FLT. HD. PHIL 110x 1/2 FLT. HD. PHIL. TOP /BOTT. SUDE BOLT LOCK 16x1/2 FLT. HD. PHIL. 8x 1 1/2 SCR. PN HD. QUAD. i6x 58 Ph. FI. SMS 7FRMOW 71OX1W 710X 12PPW 41720 7612FW 78112A 7658PFA oI MTh Mal ITEM 1 DOOR PAN 2 DOOR PANEL 3 DOOR PANE ASTRAGAL (AL. 6063 –T5 .062 WALL) 4 5 7 8 9 II 11 12 13 14 15 16 17 18 19 20 21 22 23 24 WOOD BUCK GROUT MUST TRANSFER SHEAR LOAD TO SLAB. 1/4" MAX. DESCRIPTION HEAD JAMB 25 LOCK SUPPORT ASS'Y. 26 #6x3/4 FLT. HD. PHIL. 27 .200 x .190 OLON 28 .375 x .190 QLON 29 3 POINT LOCK ASS'Y. 30 LOCK (ACTIVE) 31 LOCK (DUMMY) 32 DEAD–BOLT LOCK 33 3/16" TEMPERED 34 SEAM SEALER 35 3/16" GLAZING BEAD 36 2 POINT LOCK OPTION SILL AL. AL. 6063 –T5 Robert L. Clark. P.E. PE ]39%12 tructurol 606.3–T5 .062 .062 WALL WALL PGT# QTY. 60375 2 1 60376 4UBLOK 4 8 8 2 3 7634F 6 (1) (1) (2) (4) (4) 8 (4) 0 (5) 2 2 4 60200K 5 (4) 60300W 4 (3) FD3PTAY 1 (1) 7LOKAP 1 (1) 7LOKIP 1 7BLTIP 65M55W 2 65170 8 7978LA6 1 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 0) (4) (1) rue: 2 each door LOCATION to & bot. rail) (1 /door to & bot. rail) (2 /ea. door top & bot. roil) (2 /ea. door top & bat.., rail) (2 /eo. door top & bot. rail) (1 /lock) (2 /lock support (1 /astrogals.fr. iambs (1 /ostragals de (0 r.h. astragal) (0 r.h. astragal) (0 F.K. Revsd By: F.K. Revsd By: 0.8. pro.n By_ 0.8. Senes/Modet: FD -101 I. h. ostrogof) (0 r.h. astragal) (used w /3/16" glass) NOTES; 1. B.O.M. QTY'S IN BRACKETS ARE FOR X CONFIGURATION A2. USE MIAMI –DADE COUNTY APPROVED TAPCONS. 3. SEE ANCHORAGE SPACING NOTE 4. SHEET 1 OF 5 7/31/02 Date: 01/28/0 Do •: 11/17/0 Dote: 9/5/97 ossy.) frame iambs) Description: ANCHORAGE & B. 0. M. Scale: NTS & heod) Revisions: NO CHG THIS SHT Revisions: ADD 2P LOCK Sheet: 4 or 5 ALUMAX ALUMAX ALUMAX SCHLEGEL CORP. FS7924 -187 ALUMAX ALUMAX ALUMAX DOW CORNING ALUMAX FASTEC ALUMAX FASTEC_ INDUSTRIAL FASTEC INDUSTRIAL VINYL TECH. 41722W CAMCORP VINYL TECH. 41721 MERCHANTS FASTENER NATIONWIDE IND. MERCHANTS FASTENER MERCHANTS FASTENER VINYL TECH. 41720 FASTEC INDUSTRIAL FASTEC INDUSTRIAL AQUA FASTENERS VINYL TECH. FASTEC INDUSTRIAL SCHLEGEL CORP. SCHLEGEL CORP. VINYL HARLOC HARLOC HARLOC SULLNAN E –CHG TO TAPCONS TECH. PPG. LOF ALUMINUM FRENCH DOOR VENDOR INDUSTRIAL & ASSOC. Drawing No. 944 VENDOR / AF -10375 AF -10376 AF -10377 AF -10379 AF -10380 AF -12376 899 AF -12375 AF– 10378 4UBLOK Q200X190 Q375x190 FD3PTAY 100 880 820 SCHNEE MOREHEAD SM5504 FLORIDA SCREEN 05 -005 Approved >a complying will the Florid* Dakhla : C Date NOAII a , MIIml Dude Product C 01 bloc u7 � J17i- Rev: • • • • • • • • • • •• • • • • • •• • • • ••• • DOOR PANEL HEAD & SILL 6063 —T5 . ALUM. •••• • •••• • • •••• • •••• ••.• • • •••• • •• • • • • •• •••• • • •••• --- .062 • •. • • • • .250 . • WEATHER STRIP CHANNEL • • 6063 —T5 ALUM. • • •••• • • •••• • • • • • • • • 1.750 l 4.000 i 2.125 .125 .375 1 O ti 1_____[ —i .750 L 1t TRUSS CLAMP 6063 —T5 ALUM. -- .125 18 HINGE EXTRUSION 6063 —T5 ALUM. 1.750 .062 O DOOR PANEL JAMB 2 6063 —T5 ALUM. 1.500 4.100 .062 4.100 V FRAME HEAD 6063 —T5 ALUM. Robert L. Clark. A.E. PE 139712 Structural 4.675 O DOOR PANEL ASTRAGAL 6063 —T5 ALUM. 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 F.K. Revsd By: F.K. Revsd BY D.B. Drown By: F.K. 1.750 OUTSWING THRESHOLD 6063 —T5 ALUM. 7/31/02 Date: 0128/0 Dote: Dote: 1/2 %1 E —NO CHG THIS SHT Revisions: ADDED SHT 5 OF 5 Revisions: 11 17 0i ADD 2P LOCK Description: EXTRUSION PROFILES litte: 3.000 ALUMINUM FRENCH DOOR 1.480 FRAME JAMB 6063 —T5 ALUM. • • • • • • • ••• •••• • • • • •••• • • •••.• • • • • • • • • •• •• • • •••• • • •••• Series /Modrt S cate: Sheet: Drawing No. FD -101 l NTS ` 5 or 5 94 4 • • ••• • Vale 1VUA9 Mimi Dade Product Di H7 .1�D�,jI • ••• •••• • • • •• • • • • •••• , • • • • • • • ••• • !Re -: • • • • • • •• • ••• •• •Ri/l>hTved as cost )10n with the Miriam Will ••• ••