Loading...
709 NE 93 St (3)MODELS 83,� 84A, • 93, 94 0 a X • ' 05 •0 A ti ENO STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM (TOP, BOTTOM, & CENTER) ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS ATTACHED WITH TOG-L -LCC (TOP & BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER) r -' —�- A LOCATION OF OPTIONAL VENTS ©MAXIMUM VENT OPENING: 60 IAN' N! )TE L, 200RS 6'5" HIGH CONSIST OF 4 SECTIONS; 2 OF 21' & (2) OF 13" ='DORS 7'0 HIGH CONSIST OF 4 SECTIONS; 4 CF 21'. :DORS 3'0" HIGH CONSIST OF 5 SSECTIONS; IONS; 2 OF 21' & - ■:^T7 2 ' SUP ?ORTiNG STRUCTURAL ELEMENTS SHALL BE DESICN_D A REGISTERED PROF ESS ENGINEER FOR ',MIND LOADS SHID'AN ON THIS DRAWING. "X4' 'x3' I BRACKET PLACEMENTS 'XI' 'X2' 1 `X3' 5' -5' 1 70 13 -1/2') 10 Tr- 3 -1/2 10 33 1 65 17` -6" 1 0" 3 -1/2" 10' 1 zd 53 ^ - X 2 " I 1 3 O 1 E5 1 3 -1/2 110 I 34 -i LS` rr7 IMO - -r-A MAX. DOOR WIDTH + 9' 0' INSIDE El EYATION 13 C.A. GALV. STEEL F SRACKET. EACH FAS ENE.D TO WOOD JA.U3 -5/5' WODJ LAG T R4C 2" GAL.V. STEEL TRACK, TRACK ;KICKNESS: .05D" D00.3 1H nuGHT 'L" u HORIZONTAL TRACK SUPPORT 3Y DOOR INSTALLER (To SUET) T"P 2- 1/2'z12 G& GALV. STEEL TRACK BRACK SEE END HINGE DETAIL SEE INTERMED. HINGE DETAIL TWO POINT LOCKING INTO TRACK PER SFBC 3603.2 5/8' MIN ENLACEMENT ( OPPO;ITE SIDES O AF DOOR ) (SEE LOCK OPTIONS) 12 CA CALV, STEEL TRACK BRACKET FASTENED TO WOOD J.AM3 WITH ONE. 5/15'x1 -5/3' WOOD Le SCREW PER BRACKET. 2z5 WOOD JAMB 2' C1.LV. STEEL TRACK FASTENED TO TRACK BRACKETS. EACH 3,RJ K ATTACHED WITH ONE / 4 8OLT & NUT TWO 1/4' RIVETS. END STILE SUDS BOLT LOCK ENGAGES A INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BO; t IOCK Q?TION INSTALLER RETAIL MODEL MODEL DESCRIPTION 1 93 I 83 24 G_ STEEL SKIN; 13 CA STEEL END STILES I 94 1 844 24 GA. cc �T I SKIN' 13 GA. P,INTEP STEEL END _5_1111.11_ LL - A DOOR MODELS ARE RASED PANEL EMBOSS C ONFIG U RATIO N PR D J &M� 5Y OE T `''?Z INSIO�FJ EVAPON \ - 2' STEEL ROLLER. OUTSIDE HANDLE INTER. STILE OUTSIDE KEYI9_ LOCK LOCK �CDKI,N z STOP MOULDING 5Y DOOR INSTALLER (TO SUIT) STE 20 CA. MIN. GALV. EL IND STILE 20 GA. C. LV. STEE. INTER. STILE ADDEO MAXIMUM VENT- OPENING • ACH END STILES ATTED 70 c SKIN WITH PATENTED TOG - L -LOO SYSTEM (TOP BOTTOM; & CeiTER) } CAE INTERMEDIATE STILE BETWEEN EACH EMBOSS ATTACHED WITH TO; - L -LOO (TOP & BOTTOM) AND URETHANE AOHESNE (ALONG CENTER) LOCATION OF OPTIONAL VENTS �- —t�•_ A ©MAXIMUM VENT OPENING: 60 IN' Max. DOOR WIDTH = 9' 0' END STILE i LOCK BAR GUIDE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. INTER. STILE OUTSIDE KEYED HANDLE TWO POINT LOCKING INTO TRACK PER SFBC 3603.2 5/8' MIN. ENGAGEMENT (OPPOSITE F DOOR) (SEE LOCK OPTIONS) SNAP LATCH ENGAGES ONTO VERTICAL. TRACK. ONE SNAP LATCH ON EACH SIDE Of DOOR. 14 C& END HINGE INSIDE HANDLE OUTSIDE KFYFD LOCK SNAP LATCH LOCK OPTION elaPaY Building Products Company END STILE 24 CA. MIN. G -60 GALV. STEEL (MIN. YIELD STRENGTH: 23 KSI, DRAWING QUALITY) WITH PRIMER AND BARED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL (4) 014:5/8' SHEET METAL SCREWS (4) 1/4 "x3/4" SELF TAPPING SCREWS IHE 2z6 VERTICAL WOOD JAIABS ARE TO BE GRADE 2 OR BETTER YELLOW PINE. NO LOAD IS TRANSFERRED Z MAY BE (BUT NOT REQUIRED) CCOU ERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. 2x5 W000 JAMB CAN BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK CELLS SHALL BE FILLED WTTH CONCRETE AND REINFORCED WITH CONTINUOUS 15 BAR EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ANCHORS CAN BE 1 /4 • x1_3/4 - EMBED TAPCON CONCRETE ANCHORS STARTING AT NO MORE THAN 8' FROM BOTTOM AND 16' O.C., Qg 'WITH 3/8'x4' (1 -3/4' EMBED) RA'WL LCK /BOLT ANCHOR STARTING AT NO MORE THAN 8' FROM BOTTOM AND 24' O.C. 13 GA GALV. STEEL INTER. HINGE FASTENED TO CENTER STILE w /(4) EACH 114:5/3' SHEET METAL SCREWS. 7/16' PUSHN!UT (! ON ROLLER SHAFT FOR UNRESTRICTED DOOR OPERATION. 14 GAL GALV, STEEL END HINGE FASTENED TO END STILES W /(4) EA :H 114x5/3' SHEET MET/I SCREWS & (4) 1/4'x3/4 SELF TAPPNG SCEWS• DESIGN ENGINEER: MARK W. WESTERFIELD FLORIDA REG STRATION No. 43495 MECHANICAL ENGINEERING 13 G4 INTERMEDATE HINGE CLOPAY BUILDING PRODUCTS COuPANY 312 WALNUT STREET SUITE 1600 CINCINNATI, OHIO 45202 (513) 381 - 4800 DESIGN LOADS: +42.0 PSF' & -48.0, PSF. TEST LOADS: +63.0 PSF & -72.0 PSF. Ca • C. 11/13/96 1rWw occz 0 u —1 _ l - `- 2' THICK SECTION A -A 12 GA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W /(4) 114x5/8' SHEET METAL SCREWS. SHIP LAP JOINTS. 14 G4 GALV. STEEL END HINGE. EACH FASTENED TO ENO STILES w /(4) 114x5/8: SHEET METAL SCREWS & (4) 1/4' SELF TAPPING SCREWS. 2- 1/4'x20 CAL GALV. STEEL U -EAR. TWO U - BARS PER SECTION. EXCEPT 3RD SECTION WHICH HAS ONE U -BAR. U-BARS MADE FROM 80 KSI STEEL EACH U -BAR ATTACHED W /(2) 1/4'x3/4' SELF TAPPING SCREW PER STILE. 13 CA. GALV. STEEL BOTTOM BRACKET. ATTACHED W /(2) 014x5/3' SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA /UILDING CODE DATE_ft �' 200 o BY — PRODUCT CDIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. _00' 3 2 PLOT 1042 CL x K.- I to 2Z.TTRU 9 x 3'0'H DOOR M00ELS:- 83: 84A 93; 94 1 01702 - 24 1 I i I 11-- 11 - 41 + -l- 1 1 - - -11-- - r ++ • , 1 1 11 i - --- : f.- .4 ' 11 ,-4 { 11 - - 1 4 I t 1 11 11 11 1 1 11 11 11 11 i1 II 1r— II 1 , 11 • JI 11 1 1 .1 O ".•' '•. 18",08"/ 18 Co tEre Karl 4c-4 "Rac3A9, Ar b" EAr-44 w 1 r ., 4 1' GAt-1/A.4w LANs . 2. - PEA61D A r Eptll 'vs Cowrv‘,,► 4 Y4 / b" P. i t 2•%2.'2 CAMCPgra- rbo•rl►K -a +...5 Its v.A.2.. b" o,c.. F-Ac44 wti { ____ Z 122 ' P r 11 1 1 4+- t 1 II 1 {"L_ i1- — r 11 11 11 1 +4 1 1 I 1 11 fl 11 ►1 11 11 44 1 1 1 1 1 1 +4 11 11 11 ■ tI J ' -- - - L'- 1 1 WO GALV/VAIAED ts+p.S r L_ • 2."fi ?:r 1 + 2 " GA1.yM%LEo > s r Arun Ho 9s ( rte. b - Y! �ES� VI) X.5 "C - ILEX) 13 o ca• • `5 Rt_BAR ("?, b" 0.c EP'o W A 1 1 1 4 11 I 4 ' • c 11 1' 1 __ Z,xz' - Ps b 3- • , _1 • • ; , 2 2_6c0 ?.5 .4 CONC2Erc (TY P 1'X t %' acrtant Poc,rt?. 4 7 .H* 5 ge e e pO.c. EAUIwAY ,Z- A 12.-" P. r 2.'.( Z.` ` Ca?A c Imre I I I Fc� r► -� : d 5 Re ti eR t:— 1 e b" v.c. EXcu w.ky GAl.VAN 12. E7 STEEL So15T HANGSP. A tE►ic.+{ - rYP%cht. ZfActi o� EcWfr4 4 "x4" V. CANwrn4 15" 3 " M.ui '4 1 I - J 3 : C /70A/ /4 2.A" 2 "x 1o" r ' /Z "(t) x b" Rg1311E.A10 SLEEVE McAcyR N''x " GALVAN1 61J SseE L t : 2':rz, SIDE AY E ACJ r - sr 18" x la" x 18" CoNLQztirl; C o nr•tca 5 ReeJ Q Alr b„ o.c-. E A . wi 1 L "x4" P.T. Z " IO" P.T.@ lb" O.C_ 2 "X10••?. 4 b" P,T, pcx /r�G. • Zvi • 2 " 4 "P• Pry 1 4 rr r { • t 2: 12. P.r 3 !' -UAlvI 14.1) cri •` -AC'DLa elk E' CavA.t. L / 0 (Z E ;Ions • vo -1175 V-611*2L (*; b" o .c_ EACH WAY S''• ")" P . r. wo,,DvLAr~ Gm.YW111.ffD 5-mE1, lo - Arr-t s 13o5cN •-•L j • • i; J 253o Rs). co (Aar E '!.Z' fp >< b" R1ro t+Ehf ()L -vt.' Axicl♦cQ cc?, /b" 0 .c- • ita P.T / 4" 1Z>io*eAO 5 Leevs rtc►{o2 (P) * 5 gi1u% _ { way } • 1. S 'C 7 /OA/ C- C • • 1-7 -- . 1 • /5 —_ij 1 ,Z. Tyv • P, r Cow PAni • 1P. AAA GAU%/Ar po5r ArAcIACU S Cr? P. b PLA : d S) • Irriorm • Q J 2. • • - s 1) 0 drawing no . 92 -100 (sheet or • 6' •r/ 111 LOOP 10 BE 10' (NIN) l:L•uIP • ' 0OA k1'IETER 2' ABOVE ROOF • . -- . FINISHED rRATIE •• • . ••••••• •••- .• -n -r- •. ., 1 ^IC SLECV WO' ?I DEP TI I • MAIN CI3 PANEL eCott t.m W14 ` z' PLAy1u: Bu_1(1114 1r4 m1 CI.NIN w .a SUB CB . PA N CL IC1JL- IC LH< SUB FEEDER New ENSCDE PANEL i 1 :ocx114ctor 51 :4C '• • Conduct 5VLC Condwt Inv: ilu'u roof YES __T10 ti rovnrJ Mill. DIS'INUECT R afi n0 Hu* Sub 13raal r-s _Apps. Aoptit TYPq .---r, Size Bone! 31ze; . ExlsUnp ,• Rntu 0 Bond Voss .. .1•415 _V10 PER S.F.D.C. 4sOsi 2(p) •, CONTRI � 7 R.. 1 . 1 �LN,���.�.__.___. • • S ION TUNE of COtTR,CTQR NOTARY �. _ ARRIRO\/ ]7 f? Y Project: Dear Sirs; LG ENGINEERING SERVICES, INC. Consulting Engineers 2020 Northwest 7th Street Miami, Florida 33125 ENGINEER Tel: (305) 649-6454 1 Fax. (305) 541 -3298 Metro Construction Unlimited 1210 Northeast 83 Road Street Miami, Florida 33138 TILE UPLIFT TEST McDougall Residence 709 Northeast 93 Street Miami , Florida November 16, 2001 Infonnation provided by client: Permit Number: Not Available 73 q5 Date Completion: October 25, 2001 Roofing Contractor: Juan Rodriguez LG Engineering Services, Inc. Project Number: LG01 - 2033 (Testing Laboratory Certificate #00- 0224.07) In accordance with your request and authorization, a representative of LG Engineering Services, Inc. completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard RAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 5000 square feet, and the mean height of the roof is less than 30 feet above ground surface. The type of tile used for this project was reported to be Spanish "S" Roof Tile. This tile was reported to have been foamed in place. At the time of this testing, one test for every corner, one test for every 100 square feet of roof tile in the perimeter area and one test for every 200 square feet of roof tile in the field area were tested. Initially the entire area of the roof was examine for loose tile. More than 10% of the roof tile located in the field area and more than 20% of the roof tile at the roof perimeter and corner were physically examined. Based Qn our test results, we conclude that the installation of the roof tale at the above referenced project meets the test require rent outlin ui the above mentioned protocol Attached please fund a copy qt our test report for your revie ¢. ,...... _.., , . LG Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; LG Engineering Services, Inc. //71,4 Mohammad Sonny Salleh, P.E. Project Manager TILE UPLIFT TEST McDougall Residence 709 Northeast 93 Street Miami , Florida Test Number Test Load (lbf) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass Report of TILE UPLII♦ I' TEST for McDougall Residence 709 Northeast 93 Street Miami , Florida Project Number: LG01 -2033 LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG01 -2033, Page 1 Test Number 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 'Test Load (lbf) 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Test Status Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Nulnber• LG01-2033, Page 2 NOI TN 1516 45 ■4 44 45 42 4 12 a 19 a p 25 26 27 24 50 51 / / 29 18 52 ,1 26 5 55 6 1 40 10 9 8 2 s4 35 55 4 AffIZOXIMATt If%r L.00A11GN