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1868 Tierra Verde Dr RES20-0110 DoorOWNER:ADDRESS:CITY:STATE:ZIP: GRAHAM JEFFREY L 1868 TIERRA VERDE DR ATLANTIC BEACH FL 32233-4527 COMPANY:ADDRESS:CITY:STATE:ZIP: ACE DOOR & WINDOW SERVICE 9123 E HARE AVE JACKSONVILLE FL 32211 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 169542 5068 SELVA TIERRA JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1868 TIERRA VERDE DR RESIDENTIAL WINDOWS/DOORS replace front door $2381.58 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $65.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $32.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $101.50 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 6/15/2020 PERMIT NUMBER RES20-0110 ISSUED: 6/15/2020 EXPIRES: 12/12/2020 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 2 of 2Issued Date: 6/15/2020 PERMIT NUMBER RES20-0110 ISSUED: 6/15/2020 EXPIRES: 12/12/2020 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $105.50 RES20-0110 Address: 1868 TIERRA VERDE DR APN: 169542 5068 $105.50 BUILDING $65.00 BUILDING PERMIT 455-0000-322-1000 0 $65.00 BUILDING PLAN REVIEW $32.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $32.50 STATE SURCHARGES $8.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL FEES PAID BY RECEIPT: R12109 $105.50 Printed: Monday, June 15, 2020 2:46 PM Date Paid: Monday, June 15, 2020 Paid By: GRAHAM JEFFREY L Pay Method: CHECK 12146 1 of 1 Cashier: CT Cash Register Receipt City of Atlantic Beach Receipt Number R12109 Building Permit Application Updoted 10/9/18 City of Atlantic Beach Building Department "ALL INFORMATION I 800 Seminole Road, Atlantic Beach, FL 32233 HIGHUGHTED IN G~Y Phone: (904) 247-5826 Email: BUilding. -Dept@coab.u5 (1-j~ 'S).;;;5"j IS REQUIRED • .0" ,t A+lt1I\4I: c.. ~/' ...g ~ 'I e (. Permit Number: __________ _ Job Address: Legal Description 3 ~ se {VeL " i err ClRE# I f:/1si'-< ' 5' Db S' Valuation of Work (Replacement Cost) J~ a 381158 Heated/Cooled SF IV It(. Non-Heated/Cooled ,tV I f F, 1 Class of Work: DNew DAddition DAlteration DRepair DMove DDemo DPOO~Window/Door • • Use of existing/proposed structure(s): DCommercial DResidential • If an existing structure, is a fire sprinkler system installed?: DYes DNa • _--'-="--" .......................... "---'-________ for multiple products use product approval forn) Name __ ~~~~~~-~~~------~--­ City ----I~L...!o>.,,QII..o.ao...L,,.-IOAo~...,....,~.,..... E-Mail __ ~~_U~J...!:U:!Lcl~Q.l.~~..Il;;i!S:!!.l:i:J..glL:!lQil~~~0...:.!.------------1 State Certification/Registration II ~.-~:....w..;."..I..>.J..MoI.-."" Architect Name & Phone" --:-th--r------------------------------ En~nee~SName&PhOnell_~~~~~~~~--~~-~~~--~~~--~~·~~t~~~ __ ~ Workers Compensation Insurer Expiration bate 31"i. 3 I Application is hereby made to obtain a permit to do the work and installations as indicate . I certify that no work or Installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction In this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AfRCONDITIONERS, etc. NOJlCE:lnacldition to the requirement~ofthi~ permit, thereinay beadditionaJ restricti.onsappiicable tQ. ~hlSpropfmy t~at may be foUnCl.in.. the public re«m~sOf thjS:~~Qtv; .~nd there Itlaybe additional permits requlred from othergovenimental entities suCh as water management districts, state .. gencles; or : federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RE~5-¥~~COMMENCEMEN~>' If---~ (Signature of Owner or Agent) (SIgnature of Contractor) ~ .... ,worn to (m .ffi,m", b •• o" m. I,. ,;{8 ,womJe. (0' .ffi,m.d)b •• o," ~ thl~i doy of -~~y' C!Ct.~ '. ~ ~~%:r{gt1i-t1:£f- ........ ;i,v"ifi.ii.... NICOLE HALE . ~ ['~\ Notary Public· Stale of Florida t \~W.ij Commission #GG 215570 ····~.O~ ,..,<f.'" My Comm. Expires Sep 4, 2022 ······Bonded through Natiooat Notary Assn. (Signature of Notary) , ~:;-.\~naIlY Known OR ! J Produced Identification TVa" of Identification: _. ___ . _______ .. _._ ._. ___ ._ .. __ ._._ ... __ . __ . __ ...... ;i,v .. ;:~... NICOLE HALE , /f.~<i;\ Notary Public· State of Florida ~ \~'~;~i Commission #GG 215570 ·1.~Ff'I:~" My Camm. Expires Sep 4, 2022 ~ . Bonded thrOtJi" Ndtional Notary Assn. THERMA lRU® DOORS Fiber-Classic" & Smooth-Star0 r37.75F~El WIDTH COMPOSITE EDGE GLAZED FIBERGLASS SINGLE DOOR INSWING jOUTSWING i ,. "NON·IMPACT' (3" (3" Z Z .~ .~ «V) «V) . I-0:::> ·z X 0::::.. ·0 . l-x_ e XI «I-«(!) ~I ~iIi = (!) e GENERAL NOTES Ll")-= I N W N w ·I co~ roW l. This product has been evaluated and is in compliance with the 6th Edition ~ « « (2017) Florida Building Code (FBC) structural requirements excluding the "High c.: u.. c.: u.. Velocity Hurricane Zone" (HVHZ). I l 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection. this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 4. For 2x stud framing construction. anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further DESIGN PRESSURE (pSF) engineering analysis by a licensed engineer or registered architect. DOOR GLAZING INSWING CONFIG. LITE INSERT LOCK HARDWARE MAX. D.LO. Fiber-Classic & Smooth-Star Door panels require the use of "J" part NEGATIVE 6. POSITIVE numbers and must be stained or painted within six months of installation. Latch.& Deadbolt +50.0. -50.0 X Lip Lite 21."12" X 63.12" TABLE OF CONTENTS SHEET # DESCRIPTION X Multipoint +50.0 -50.0 1 Typical Elevations. Design Pressures & General Notes X Latch & Deadbolt +50.0 -50.0 2 Door Panel Details Molded 21.12" X 63.12" Open 3 Door Panel Details Multipoint +55.0 -55.0 X 4 Elevations 5 Horizontal & Vertical Cross Sections (2X Buck) X Latch & Deadbolt +55.0 -65.0 6 Horizontal & Vertical Cross Sections (lX Buck) Flush Glazed 24.12" X 63.38" 7 Horizontal & Vertical Cross Sections (Direct to Masonry) X Multipoint +55.0 -65.0 8 Vertical Cross Sections (Thresholds) 9 Buck & Frame Anchoring X Latch & Deadbolt +55.0 -65.0 10 Hardware Details Flush Glazed 26.0" X 63.38" 11 Glazing Details X Multipoint +50.0 -50.0 12 Components 13 Bill of Materials See Sheet 4 for Hardware Specifications ,\.\ ~ "'-'L \\\,11"'",// ,V '" -.;;; f::f~'1'1' ~ .-...... ~ ~ ...... e. . ,~~ 'g. '.~ "s .' . ,-. ,-:: ~'IJ en l!; ",'~ ~ ~ -• 0 = l:i~ c;!; ~ Q~""-It) -o' "Ot ~ 8:~~ ~ :: ell; , :f1 /. to 4;': 0.:$ ...J " .... 00 'S-lL.0l -:. ~ .. o ~" • ··ro'Ul .. ..-; OJ" .~ ~ !z 8 O! ~ ' .. '. . '" <._ Ol I") ~/ .-.... -0' ''It).- 1'1'1'// p~ \,' ~ "0 <0 co \\\ ::l > ..) Ol (I) • .-• ZOcoo .. 0 I") Z il 0 ('I,j .: .... 0 • -0;2 ClXZ~ ~ Em ~ ~ 0 a.J:O 0 ~w f Ov ::!. oa. 0..(1)1") ::l~J:m .v ma.a.lL. :l ~o ~ c CI E ~~ e:; :l 0 CW 0 3'0.: 0 (J) z~ t!l0 -z f:3 0::: a....J 0 .~ ;:)0 ~a ZlIJ oz Iv> j:::lIJ ~v> ~ ~t!l ~~ 0::::5 OJ 4Jt!l :IE G:l ~fl] LLI (I) f:3 ~ OJ ....Jo::: ~ G: ~ (3;:) -v> ::J 0 ~f:3 C\ t-o ~ 0::: ~ ~ 0... 0.. I-~ ~>-::::E-;, ...JID ~ (.) 0 IE z z It:::: 0 ..... r=: a ~ a.. I~ CJ) 0 ~ z DESIGN PRESSURE (PSF) rJ El 0 (!) en OUTSWING z .c G5 ~ .... B5 <0 POSITIVE NEGATIVE 0:: ~ ::J a::: 0 ii 0 ~ +50.0. -50.0 a ~ C§ G:i ~ a.. +50.0 -50.0 0:: :::> 0:: 10 r-... r-... +50.0 -50.0 r£ ~ ~ w ~ ~ ~ !;( 0 +60.0 -60.0 a I') ..- 0 I') C"l ..- +55.0 -55.0 z DATE: 6/1/16 +55.0 -55.0 SCAlE: N.T.S. +55.0 -55.0 DWG. BY: JK CHK. BY: LFS +50.0 -50.0 DRAWING NO.: FL-20461.9 SHEET _1_ OF 13 [J z Ul I- Z ~ :J Ul Z o o t!l Z o .J :J m 3 ri 10 ~ o N © COMPOSITE CAP STILE (ENGINEERED WOOD) >-----11-1.198" COMPOSITE HINGE STILE CAP (ENGINEERED WOOD) r 36.0' MAX. DOOR -I PANEl WIDTH I (3\ ,-2~ (1\ I . \V II! / r-/ :J: 0 21.12" MAX. iIi D.L.O. :J: ....J LIP LITE GWING UJ z . -< 0... X· e 0<:: 0 0 .<+> 0 ~ ~ to N I 0.: r--. II! / / 'V7 0 = z L.O -• N L.O:::5 l~ 2- -0 t ~ X -< ~ ~ ~ (") -.0 t r- :J: 0 iIi :J: ....J UJ z -< 0... >-----11-1.198" EXTERIOR 1.87S' --tl-.. ----0.5" INTERIOR LOCK BLOCK STILE HORIZONTAL CROSS SECTION (12.s' LONG LVL) (ENGINEERED WOOD) Shown w/ Lip Lite Glazing EXTERIOR r--:-r 1.198" ~~I::::l.87.5F"~:;;;;~~;:n":11 --1 0.406" r 35.813" MAX. DOOR i PANEL WIDTH I (3\ "-2~ (2\ · Q7 I II! / / · LOCK BLOCK STILE (12.5" LONG WOOD) (ENGINEERED WOOD) ~ to u) r-:J: o iIi :J: ....J UJ Z ~ (2\ \V r 35.813" MAX. DOOR l PANEL WIDTH (i"'j \!-~ I II! ! / . 0<::. X e 1 o· X e 0 0 <+> 0 · x -< ~ to N I 0.: r--. II! / / -t o o ~ ~ o g:: . <+> I II! / / INTERIOR 'V7 to u) 1 1 ~ co o I L ~1.71,,-1 TOP RAIL (COMPOSITE/ENGINEERED WOOD) FOAM CORE (POLYURETHANE - 1.9 PCF MIN.) EXTERIOR INTERIOR FIBERGLASS SKIN (0.073" THK.) BOTTOM RAIL (COMP.) \\\"1 .. 11,,,// EXTERIOR 0::: :;)0 ~2 IV) ~ ~V) eJ~ III ::::iE w iEffi CJ) CJ) en « ~ Li: a:: u 0 :::l 0 Ii: 0 a:: « [L [L I-~ ::::iE-:. ~ U 0 e: z z " 0 .- i::: 0 Q.. C\I 0 iLl &J z .t:: ~ ..... to a::: f? 0 0 ~ a Gj C§ Q.. a::: :::> V) -J § a G:l ::z: 0: 0::: 0 0 a 12>--lCll (.!) Z ~ (.!) ::t: U) :::> u: ~ a::: (J) z 0 en ~ 0::: tJ Z ill I- Z ~ :J ill Z I<")C\I'-o 0 Z (J I--'--L......I-.J-L-I.;;...,J,..-i t!l DATE: 6/1/16 z o SCALE: N. T.S. .J :J DWG. BY: JK co 1--------1 ~ CHK. BY: LFS 0:: \Q r> r> VERTICAL CROSS SECTION DRAWING NO.: 40 DOOR PANEL 41 DOOR PANEL 42 DOOR PANEL Shown w/ Lip Lite Glazing I--_FL_-_2_0_4_6_1._9---J ~ BOOK Hybrid Door U 1 Door SHEET ~ OF J.;l © r> VERTICAL CROSS SECTION Shown w / Molded Open Lip Lite Glazing L-______ ~~~ ______________ ~~ __________________________________________________________ ~ __ ~~~ a .... M ~ -0 M .... c:h ,...; ID v 0 N ...J u.. ~ w ct: ct: ::::> u , ..-., ...... .... 0 ~ .... ID v 0 N ....J U. --III 01 c: .~ l:! Cl , Y. Vl Vl 1= li? :::l tl 2 t) .... ID v 0 N ...J u.. --III "iii > e a. a. « tl :::l -0 e 0- 10 -0 .c: 0 u::: , ~ Z w z « ::E ct: W 0- 2 I- m E OJ g II c: OJ ~ ~ I-::x:: 0 jjJ ::x:: ....J w Z « 0- Il:::: 0 0 0 X « ~ to N 0.: t-... CAP HINGE STILE (ENGINEERED WOOD) A·5" 1.198" 1.875" -J F.;::;;:;l:;::;::::;;::;;=;;::;:;-;;::;::;:;;:: LOCK HORIZONTAL CROSS SECTION (12.5" LONG WOOD) Shown w / Flush Glazing EXTERIOR STILE (ENGINEERED WOOD) TOP RAIL (COMPOSITE/ENGINEERED WOOD) ,.,.. -" HINGE STILE CAP (ENGINEERED WOOD) r 36.0" MAX. DOOR l PANEL WIDTH ffi ~D (1\ / ~ //1 v I / 26.0" MAX. D.L.O. (FLUSH GLAZING) X e 1 e 1 to o.r) / //1 I / I> : .. ! .: :,.1' .:,.' ".! l1I::===l " I'" :'" .,~.; .:.: :.)0 .. : • :. : ~/ .:.:., . U::;;:===::j " ~~~ ~ ~.: ". ~ INTERIOR HORIZONTAL CROSS SECTION 1 Shown w/ Flush Glazing / //1 I / X / //1 I / e 1 0 -t to o.r) LOCK BLOCK (12.s' LONG WOOD) STILE (ENGINEERED WOOD) r 35.813" MAX. DOOR l PANEL WIDTH (4\ ~U f2\ / ~ //1 v I / I-::x:: 0 jjJ ::x:: ....J w X e _t z « 0- Il:::: 0 0 1 to o.r) 0 0 x « ~ ::0 / 0 0.: //1 I t-... / FOAM CORE (POLYU 1.9 PCF MIN.) '." . " ", .... , .. ~t ::~::< ~ ~( .:. !.'~: .. .;, INTERIOR ~ 00 ci I L 0.. 00 ci EXTERIOR ~ 00 ci j en z o U5 (5 0:: tJ Z [JJ f- Z ; ::J [JJ Z I<)C\I"'O 0 Z (J 1--'---L......I-...L.-L.......l:::L.._I I!l DATE: 6/1/16 z SCAlE: N. T.S. 9 1------:..;.:..:...:.=.:.-- ::J DWG. BY: JK co I> 1-------1; I> ~~ ~ > ~1.71"~ BOTTOM RAIL (COMP.) ~1.71,,-J 43 DOOR PANEL 44 DOOR PANEL DOOR PANEL VERlICAL CROSS SECTION VERlICAL CROSS SECTION '''' .. " NO., : BOOK Hybrid Door Shown w/ Flush Glazing Shown w/ Flush Glazing FL-20461.9 ~ ... __________________________________________________ =-~ ____________________________ ~~U:l~D:O:O~r ______________ ~~~ ________________________ 2:~~ ____ ~~~~~~ ____ ~~~~~~!:~~~~I~-I~ SHEET ~ OF 13 @ # I, ! ;,II / x / /11 / SEE HARDWARE CHART "" , 1 I , 1# I fiber-Classic/Smoofh-Sfar Door Panel Options SCHLAGE KWIKSET HOPPE I#~J 1 U Products approved include all embossed and recessed panel doors. Similar glazed panel configurations are allowed. Panels shown are for illustration and are representative only. KNOB: F51 DEADBOLT: B60 KNOB: SIGNATURE SERIES DEADBOLT: SIGNATURE SERIES (980) MULTIPOINT: HLS 9000 SERIES (3 pt. Manual Tongue) ----, # " ~/ ...... . ......... .,.~ ~~ ,'" 4. ,.0 '0 ~a' " !"'-._ eO ~ ,,,. o~,. ,,~.. -. .",,-.......... ~. . .",. ... ~'II C» ~ .... -II) -lIIC',' 0 ... 0 • _ 0> -;r: ~ C)~_-II) :: 0::5.". ~ 8: CCi; ~ -"ft·(5· is .Z...;z -v, .. ? ~ CO It: 0 -..J " -:, .. '-.... .. s ~ ... I.&.. (1) ~,.,...-.. ·-roP.i,(I) ... ..-~'o .' .... 1-00> ~ > '. 0 ''HJ '" Z 0 • I') // '" •.• " k~" «.;: m ... ~ ~ ~OIDoo /111 \\\\:::> > ,,; 0> 111\' en ..... a:: 0 ::)0 ~a IV) ~V) a::S IJJ<.:} ~ffi (l) ~ G: ::> 0 0 0:: 0. Z 0000 o I') Z ON·: o . C) X Z ~ ZOO -mG) 9 c: lIJ - . 00. :::>q.c:m mo.a.u.. i V) z ~ 0 j:::: ro ~ ::::E lIJ G:l (/) ~ 0:: 0 I- 0:: « 0. I-:l(: ::::!!-:. (2)- -.lID /::! U 0 E z z " 0 ..... j:: o(!) 0.. C\lz (f) 0 8~ z G:l 0 z .c:(!) en ~ ..... :r: GS co(/) a:: g ::> 0::: 0 it 0 /::! 0 ~ ~ C§ [5 0.. a:: ::) a:: [J Z til t- Z ~ :J til Z I')C\I ..... O 0 Z 0 !-'--'-..l-..J.-./......J ...... -I (!) DATE: 6/1/16 z SCALE: N. T.S. 9 t-------I:J DWG. BY: JK m t-------li CHK. BY: LFS DRAWING NO.: ~ 10 FL-20461.9 ~ I---------l ~ L-______________________________________________________________________________________________________________________________________________________________________ ~S~H~8IT~=4~O~F~13~~g "§ :::l t:l ~ .... \D v ~ ~ ~ III ~ Cl. ~ t:l :::l -c ~ to -c .;:: o u: , ~ UJ Z <l: :;: ex: UJ 0- ~ to E OJ g 0 1-1/4" MIN. EMB. (TYP.) " "" " " .1 " " " " " " .1 " " " " 4" " " " " .1 " " -+----1 o t> t> t> "t> " EXTERIOR INTERIOR VERTICAL CROSS SECTION Shown wi 2X Buck Outswing shown (Inswing similar) C INTERIOR INTERIOR HORIZONTAL CROSS SECTION Shown w 12X Buck Outswing shown (Inswing similar) 2 -I() (S~ Q:: j:::m ::>0 Q::x ~8 ~~ 1(1) ~ ~~ ~(I) -10 eJ~ co ~j::: ~ f-.::() w Zl.t.J i!:eJ Ul Ul 2(1) Q) « -CI) .,:.: r;: 0:: Q::CI) u 0 00 => ::I:Q:: Cl b:: 0 () 1.15" MIN. i-----I---EMB. (TYP.) E 0:: ~ a.. <> I-:X: 12>-:::!;-:. -Ill) <>4 I::! U 0 e: z 4 <> <> <> z I"- 0 .... §: o~ C'l z U') 0 B~ z LLl 0 z ~ en ~ .c:: GS .... :r: CO(f) a:: ~ => 0::: 0 Ii 0 I::! a lLI ~ (f) ~ 0.. ~ a:: => a:: I>. 4 4 <> '" <I <> <> 41>. 4 <> 4 .1>. <> <I <> DATE: SCAlE: 1-1/4" MIN. 1-------<0-1---EMB. (TYP.) DWG. BY: JK HORIZONTAL CROSS SECTION CHK. BY: LFS DRAWING NO.: FL-20461.9 Shown w 12X Buck Outswing shown (Inswing similar) ~ OF 13 SHEET ~ OJ ~ L-__________________________________________________________________________________________________________ ------------------------------------------------------------~~~==~~~~ ii. c.i 3: Ul I- Z <i ~ :J Ul Z 0 tl t!l Z a .J :J m ~ Er I() ~ 0 l\l g "'1 " " J . ., t> '1 1-1/4" MIN. -+----EMB. (TYP.) 1 X Buck to be secured to masonry by others EXTERIOR INTERIOR c 6 INTERIOR HORIZONTAL CROSS SECTION Shown w / 1 X sub-buck Outswing shown (Inswing similar) VERTICAL CROSS SECTION Shown w / 1 X sub-buck Outswing shown (Inswing similar) INTERIOR HORIZONTAL CROSS SECTION Shown w/ 1 X sub-buck Outswing shown (Inswing similar) E J 1-1/4" MIN. EMB. (TYP.) 0::: ;:,0 ~g IC/) ~C/) eJ~ ~E5 Il:l ~ G: ;:) 0 0 0:: 0.. I- ::!: ~ 0 z z 0 j:: 0.. 0 cd Z ~ a:: 0 0 0 ~ 0:: co - 2 -JO tS:;) j::1l:l 0:::><: I.U ..... ::>'--" ~ ~~ -J O III :«j:: :::!: ~o I.LI ZI.U (/) §~ ~ 0:: 0:::C/) 0 0 0 ::r:o::: I-0 0:: ~ ~~ -"-1 fa (.) e: f'.. ..... 0 <.!> C'>I Z (/) ~ Z G3 0 <.!> (j) :S :r: GS (0 en ~ ;:) 0:: Ii ~ ~ C§ r5 ~ a:: f'.. f'.. ..... -- [J Z III ... Z <{ ~ ::J III Z I")C'>I_O 0 Z (J I--I--l..-L..~.L.....JI......;.&.-I (!) DATE: 6/1/16 z SCALE: N.T.S. 9 I---..:.....;..~--I::J DWG. BY: JK OJ 1------~3 CHK. BY: lFS DRAWING NO.: Ir \0 FL-20461.9 ~ I-------~~ SHEET _6 OF" 13 A L-____________________________________________________________________________________________________________________________________________ L-~==~==~g , ~ UJ z <x: ::E cr: UJ 0- ~ ro E OJ ~ tl c: .!!! 9- ii. = X ~« ~~ ~ \>(). E foz ~~ (). EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION Shown Direct to Mason~ Outswing only w / 4-9/16' jamb EXTERIOR 1 DIRECT TO MASONRY MAX. DESIGN PRESSURE: wi STANDARD STRIKE = ± 55 PSF wi SECURITY STRIKE = ± 60 PSF X « ~ = x fq ~« ~~ foz = Z ~~ ~~ <J \>(). 1-1/4" MIN. r----.-jf.-EMB. (TYP.) r----.-j- E EXTERIOR 1-1/4" MIN. EMB. (TYP.) '·.n~· ... . . INTERIOR VERTICAL CROSS SECTION Shown Direct to Mason~ Outswing only w/ 6-9/16' jamb 1 INTERIOR EXTERIOR X « ~ fq = Z ~~ 4 <J <J 1-1/4" MIN. r----r-EMB. (TYP.) HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION Shown Direct to Mason~ Outswing onlyw/ 6-9/16'jamb Shown Direct to Mason~ Outswing only w / 6-9/16' jamb 0::: ::>8 g:a 1(1) ~ ~(I) 0:::5 !Xl w(!) :::E ~~ w en en « ..:.: G: 0::: u 0 ::J Cl Ii: 0 0::: g: 0- I--~ ::E-.. ~U O~ Z Z ,...... 0 ... j:: 0 a.. C'I 0 G:I fa z ..c: ~ ..... (() 0:: f? 0 0 ~ 0 ~ ~ a.. ::J >==' 0::: -12 0 (3(1) j:::o<:( o:::::::?! ~o f-':- ~I-- -1&3 i5e:; ~ 0 !::::!(I) 0:::2 00 :r:j::: &3 (I) ~fu (!) z (j) ~ Z 0 (!) U5 i7j ~ ::J 0:: Ii I.Ll ~ (J Z III t- Z ~ ::J III Z I')C'I ..... O 0 Z 0 ......... --1-...I.-I.......L-l.:::.L.....I [!J DATE: 6/1/16 z SCALE: N. T.S. 9 ::J DWG. BY: JK m CHK. BY: LFS DRAWING NO.: 3 Ir 10 FL-20461.9 ~ 1... ______________________________________________________________________________________________________________________________________________________ -Er~-~-~-~-~-~-~-~-~-~-~~~ SHEET _ OF J..J. '«' Shown Direct to Mason~ Outswing only w / 4-9/16' jamb Shown Direct to Mason~ Outswing only w / 4-9/16' jamb , R ... o ~ ... ID ~ o N ...J U. -v; Cl c: .~ ~ o Notes: 1. Sill Item #'s 17, 18, 32, 34. 35. 36, 37, 38 & 39 are attached to jambs wI {3} #8 X 2-1/2" pfh screws at each end. Sill Item #'s 16 & 33 are attached to jambs wI (2) #8 X 2-1/'1' pfh screws at each end. Sill Item # 15 is attached to jambs utilizing {2} # lOX 2" pph SMS at each end. INTERIOR to. " " " b " " " " " to. EXTERIOR " " " " " to. " " h " VERTICAL CROSS SECTION InswingSili EXTERIOR INTERIOR " b to. " " 1> " " b " " " " to. " " to. " to. " " " " to. " VERTICAL CROSS SECTION Outswing Sill " INTERIOR SEE NOTE 1 ,," to. " " " " to. " " EXTERIOR INTERIOR SEE NOTE 1 " " " b b " " " " to. " " t> to. h " VERTICAL CROSS SECTION Public Access Sill EXTERIOR 9 " " " " " " " " " " to. " to. " " t> " " to. VERTICAL CROSS SECTION Inswing Sill \\\\\11""1111 :0>.' ~ .. / ,~ .0' ............ I"~ -'; , ..I. .' • ~f\ ~ ,N.· '. ~.~ " N.e •• ~t:'\~ .....~. ..,....,--to ::: '!Cl III 0 U. 4,... , -::. 0) -:r::fIIS ~ 00' __ 10 :: 0: ~ "'" ~ ~~ ~ i; ~ _ "". . !oCtO. Z-..z -"', ZO It: 0 ----oJ ..... .""" •• • ....:-.... lL. _ ~~. • ,.~..... 0) ,. ... )-. ::'!J,(J) ....... ,.. • ''''''00) ~ •••. ..~,~ Z 0 • f<) // •..•••• -. k~" ~:£ m ... // \\ .J 0 U) en '111 \\\'::) > rri 0) 1111\\ rJ) ..... Z 0 en 0 Of<) Z ON': a::: ::>0 g:g I(J) ~(J) lli~ ~lli co ~ G: ::::> 0 0 0:: Q. o . (!) XZ~ ZOO -mG) o c w :::! • 0 Q. ::)qJ:m ~H Ci) Q (J).....J (J)o o::r: a:::f2 <">a::: ~ .....J;:!: a:a (3 ......... ::::E W j::(J) en 0::2: en ~o <: j:: 0:: f;3 0 (J) tr rE I-~ :::!!:~ ~>- -I CD I:! u 0 ~ z Z r-.. 0 .... j:: 0 (!) 0.. C'>j Z CJ) 0 ~ z i:i:l G3 0 z (!) en .c ~ ~ ..... ~ to a:: ~ ::::> 0::: 0 Ii 0 I:! Q ~ ~ C§ ~ 0.. a:: ::::> a:: a:> r-.. r-.. .... .... .... [J Z Ul I- Z ~ :J Ul Z 1')C'>j .... O 0 z 0 I-'--L....L-..I..-.I..-II-..L-j Cl DATE: 6/1/16 z o SCAlE: N. T.S. .J :J DWG. BY: JK m t-------.... 3 CHK. BY: LFS ~ DRAWING NO.: 10 FL-20461.9 ~ t--------j ~ L-________________________________________________________________________________________________________________________________________________________________ ~S_HE_~_==B~O_F=1=3~@ R:\Clients\Therma Tru PERMANENT\A -Florida Product Approvals\FL-20461 Structural TT SS\C -Drawings\FL 20461 (2017) -CURRENT\FL-20461.9-13.dwg, 8.1 3:: -> =<V) .,,0 ..:.-Z ;>0 -< ." ~ ~ ~ g ~ ~ ;:: ." )I. ::c: n ::t: 0 ~ SE (i') " " " " ~ ~ ~ =< ~ ~ 16" MAX I I O.C. (TYP.) ~--4"(TYP.)~ l-t 14" MAX. I .. O.C. (TYP.) I -n ;>0 ~ m m > OJ c:: () 7'\: ~t~) -~ ~Q X ~ ~ V)~ ~ ~ oq () () Z -I7'\:7'\: ~o -I 6" (TYP.)--1 III ~ II 1'. ~ L- ~ OJ o =<)I ~~ /I~ ~ '!diP ;= ." =It: -nO) Ix ~~ ~ \\\1 II If 11111 \ \ \ SCHAf, ,,,. ", ~'" ........ ~~ ~~. " "T. .: .t',J:N.o..... ,. ~ , v.· \.oJ--'~ ••• I" ~ ... ., ~ , . ~ , , . - 10/09/18 =:.~ \ ~ l/J.$ ... I ~ ~ ~ ~ II) ~ PRODUCT: Documents Prepored By: -:.;q.. 8rATE OF ... .§{~ S ~ ~ ?" P ~ ;, THERMA-TRU Lyndon F. Schmidt ~~:':·'.~ORlO~ ••• ·~~ I ~ ~ ~ . FIBERGLASS DOOR P.E. No. 43409 "/~"81i ••••••. fi:-~ ", lco ~ ~.. .. Z ~ 3 10/09/18 REV. DOOR PANEL OPTION NOTE MT IIII'PNA'-\\\\\' o -/:>.:. r-:...;'::::: 2 7/7/17 UPDATE TO 6th ED (2017) FBC JK PART OR ASSEMBLY: CD BUILDING CONSULTANTS. Ml::'.I1\ ." 0> c..... -;-J\,; 1 ......;-" lri A; !J> ~ 1 3/22/17 REVISE FLUSH GLAZING LFS BUCK AND FRAME ANCHORING W P.O. Box 230. Valrico. FL 33595 V-I CO NO DATE BY Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 2016 R.W. BUILDING CONSULTANTS INC. , y. U'l U'l 1= 2X BUCK lX BUCK DIRECT TO MASONRY lX BUCK DIRECT TO MASONRY LATCH & DEAD80LT DETAIL Kwikset 8 SEE LATCH &DEADBOlT DETAil l ~ .±!. &1 t, ~ ~ 1 t Sub Strike Plate lX BUCK DIRECT TO MASONRY LATCH & DEAD80LT DETAIL Schlage LATCH & DEADBOLT STRIKE DETAILS (Standard Oeadbolt Strike Plate) STRIKEJAM8 Latch and Deadbolt DIRECT TO MASONRY DEADBOLT STRIKE DETAILS (Security Oeadbolt Strike Plate) SEE HINGE DETAIL (TYP.) HINGEJAM8 HINGE DETAIL SEE TONGUE STRIKE DETAil (TYP.) SEE LATCH &DEADBOLT DETAil 2X BUCK lXBUCK DIRECT TO MASONRY STRIKEJAM8 Multipoint Lock \\\\\lI II 1111// 2X BUCK lX BUCK DIRECT TO MASONRY 2X BUCK lX BUCK DIRECT TO MASONRY TONGUE STRIKE DETAIL Multipoint Lock 30 LATCH & DEAD80LT DETAIL Multipoint Lock MULTIPOINT LOCK STRIKE DETAILS ~ ::> o o 0::: a.. u Z III I- Z ~ :J III 1"')C\j"'o ~ t-'--'-...L....Ji......I.....J..::z:.L....I (J DATE: 6/1/16 ~ SCALE: N. T.S. 9 DWG. BY: JK ~ CHK. BY: LFS ~ DRAWING NO.: a: 1--____ --1 0 .... ________________________________________________________________________________________________________________________________________________ ~~FL=-~2~O~4~6i1.ig=J~ SHEET 1Q. OF J..J. ~ .... ci .... ~ ::> tl 2 ill .... \.0 <I" o N ..J ~ ~ E! 8: « tl ::> "0 E! 0- n:> "0 ·c ~ , ~ UJ z « :.: a:: UJ 0- ~ n:> E :v BACKBEDDING COMPOUND SHOWNw/ rr 1/'1.' GLASS BITE CUT-OUT ""- PANEL "F~ r--1/2" -9/16" THK. GLASS , I ~ 1/8" TEMPERED GLASS t:.:=~ AIRSPACE 1/8" TEMPERED GLASS DURASEAL, ALUMINUM OR STEEL SPACER Gl GLAZING DETAIL BTS Lite Frame Door Panels BACKBEDDING COMPOUND r 1/2" GLASS BITE SHOWNw/ MOLDED OPEN PANEL 1" THK. GLASS ~ 1 /8" TEMPERED ~===::::j/ GLASS G2 GLAZING DETAIL BTS Lite Frame Door Panels 1/8" TEMPERED GLASS DURASEAL, ALUMINUM OR STEEL SPACER . 1/2" GLASS BITE l DOOR PANEL 1/8" TEMPERED GLASS AIRSPACE BACKBEDDING COMPOUND 1/8" TEMPERED GLASS DURASEAL, ALUMINUM OR STEEL SPACER G3 GLAZING DETAIL Flush Glazing Door Panels INTERNAL GRID (GBG) INTERNAL GRID (GBG) (Optional Aluminum Spacer) 9/16" INSULATED GLASS INSERT OPTIONS DECORATIVE INSERT INTERNAL GRID (GBG) PRIVACY INSERT INTERNAL GRID (GBG) (Optional Aluminum Spacer) 1" INSULATED GLASS INSERT OPTIONS INTERNAL GRID (GBG) INTERNAL GRID (GBG) (Optional Aluminum Spacer) 5/8" INSULATED GLASS INSERT OPTIONS WROUGHT IRON INSERT MINI BLIND (Aluminum Spacer) PRIVACY INSERT #10 X 1-1/2" PPH PLASCREW .. ,,' . _....... ~.I",,~ ,'" ,L ,.' • ..~C\ ... ~ ':::-N •• • •..• \O!!!~,. ,,~. . .,,- .... ~.. 0) -..,,-to ::c/lu 0 u,~.'. I::' 0> -_. tIllS v 0 Q __ 1.0 = .... ::;5 (') ~ w 12: ;CC-. I') -O. (S v ~ Ie (5. z:zj I') :: CI).,? ZO to It! 0 ~ ..J " .",. .. .s .... lL.(D ~ ~... .. ('!J ~ ul .. "'-,. >.. ,·"A, I-00> ,.~ '.. ..~ .. , Z 0 ..... '~ '. . ,'.A' .-m "J " ...... -a ' ~.!:: 1.0 ,... "" \' ..J 0 U) IX) "'111 \\\\ :::> > rri 0> 21.12" D.L.O. ' II \\ ~ 0 a; d ~ WIDTH -~ 8~·:z co.... 0 • 1 ,-0:2 Oxz~ 0.. f Eo> Z 000 0 o c.s:o 0-G) ........ a. 0.,. cW o~cnl') ~~,g~ ~~~~~~§~ .'" 00 Il. Il. IL.. ~ 1~~ ~~ () C W 8 3'0: ~ M _t L--~~~~~~ 3.2511 -1 0 BTS Full Lite Frame L~l L~-1.511~ t 0:: U) 0 -J ~o ~ g:a IU) ~ a ~U) <.!) 0:::5 ro Z :::E lU<.!) w N iEeJ f/) :5 III ~ <.!) t G: 0:: ::::> 0 0 ~ 0 0:: ~ a. I-~ :::!i:~ ~6l ~(.) oe: Z z" 0 .... j:: 0 '" 0... "" Z 0 ~ LLl fa Z '" .c ~ .... ~ 10 a:: ~ ::::> 0 ii 0 ~ a l.LJ C§ C/) ~ a. ~ ~ a:: 10 " " ..... .... ..... DATE: 6/1/16 SCALE: N.T.S. DWG. BY: JK (/) z 0 en ~ a:: BTS LITE FRAME 3A 1/2" & 9/16" Glazing 38 B15 LITE FRAME 1" Glazing CHK. BY: LFS DRAWING NO.: FL-20461.9 SHEET OF 1J. J.l. !§. t@ gL-________________________________________________________________________________________________________ ------------~--~~==~ ii. ci ~ III f- Z ~ .J :J III Z 0 0 t!l ~ 0 .J :J £II ~ It I() ~ 0 N @ 1-----------7.59" ----------1 32 INSWING THRESHOLD Inswing Basic Composite Adjustable Sill 7-1/'1' 33 INSWING THRESHOLD Inswing Basic Fixed Sill 34 INS WING THRESHOLD Inswing Moderate Climate SiIIl-3/S" ~_--!I' 5.7S' ~-,--_~r~J 35 INSWING THRESHOLD Inswing Moderate Climate Sill 36 INSWING THRESHOLD Inswing Basic Fixed 5-3/4" Sill 1-----------7.5" ----------1 :":.'" ",,", ~~,'.-' '".'."' :.::.'.~."'~~:".:,:-'-'~--,-::,',':"" '--:"" .. ,_~->-.~ '~"~'~':" ... ,.0.-:' "'.'_:'; .. ,'~ 37 INSWING THRESHOLD Inswing Basic FIXed 7-1/'1' Sill 38 INS WING THRESHOLD Inswing Composite Adjustable Sill 1--------5.77" -----___ -1 39 INSWING THRESHOLD Inswing Basic Composite Adjustable Sill 1---------6.0" ---------1-1 '~ @ PUBUC ACCESS THRESHOLD ! ~ I· 4.56" ·1 ~ t~i f q ~2.36"---l G)WOODJAMB 16 OUTSWING THRESHOLD Composite Sill 1------4.56" ------I 17 OUTSWING THRESHOLD Composite / Aluminum Sill 1--------5.75" --------0-1 18 OUTSWING THRESHOLD Composite / Aluminum Sill (Thermal Break) a::: 0 :::lO g:a 1(1) ~ ~(I) a::::5 Ql wt? ::E ~ffi w (f) III ~ ~ G: 0:: :::> 0 0 I-0 0:: 0:: ~ a.. I--:l.:: :::E-:. ~ <.> 0 e: z z I'- 0 ..- i::: 0 0... C'I 0 ri:l G:l z ..c:: ~ .... to n::: ~ 0 0 ~ 0 G:i ~ n::: :::> ~ r5 Z 0 0... ::E 0 () 12>-....Jm e" Z (f) ~ z 0 Vi ::t: ~ CI) :::> 0::: ii ~ ~ n::: (J Z III I- Z 4 ~ ::J III Z I')C'I ..... O Q Z 0 j--l-...L.-L.....I-..J.-.l-I.....I Cl DAlE: 6/1/16 z SCALE: N. T.S. 9 I--------f ::J DWG. BY: JK m CHK. BY: LFS DRAWING NO.: FL-20461.9 ~ I--------f~ L-______________________________________________________________________________________________________________________________________________________________________ -LS~H=Bcr~=12~o~F~13~~© , y. Vl Vl 1= ITEM # A B C D E G J L M N 1 6 7 8 9 10 15 16 17 18 22 23 24 BILL OF MATERIALS DESCRIPTION 1 X BUCK (SG >= 0.42) 2X BUCK (SG >= 0.42) 1/4" MAX. SHIM SPACE 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW MASONRY -3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 3/16" X 3-1/4"ITW CONCRETE SCREW 1/4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW # lOX 2-1/2" PFH WOOD SCREW (1.15" MIN. EMBEDMENT) 3/16" X 2-1/4" ITW CONCRETE SCREW 3/16" X 2-3/4" ITW CONCRETE SCREW JAMB (FINGER JOINT PINE) WEATHERSTRIP (MEDIUM REACH) WEATHERSTRIP (LONG REACH) SWEEP SWEEP (USE w/ MODERATE CLIMATE THRESHOLD) SWEEP (USE w/ PUBLIC ACCESS THRESHOLD) ADA THRESHOLD OUTSWING THRESHOLD OUTSWING THRESHOLD OUTSWING THRESHOLD #8 x 3/4" PFH WOOD SCREW # lOx 3/4" PFH WOOD SCREW #10x 1" PFH WOOD SCREW MATERIAL ITEM # WOOD 25 WOOD 26 -27 STEEL 28 28A CONCRETE 28B STEEL 29 STEEL 30 STEEL 31 STEEL 32 STEEL 33 WOOD 34 FOAM 35 FOAM 36 VINYL 37 VINYL 38 VINYL 39 ALUM 40 ALUM/COMP 41 ALUM/COMP 42 ALUM/COMP 43 STEEL 44 STEEL 45 STEEL BILL OF MATERIALS DESCRIPTION MATERIAL #8 x 2-1/2" PFH WOOD SCREW STEEL #8 x 5/8" PFH WOOD SCREW STEEL LATCH STRIKE PLATE STEEL DEADBOLT STRIKE PLATE STEEL DEADBOLT SUB STRIKE PLATE STEEL DEADBOLT STRIKE PLATE (SECURITY) STEEL 4"X4"HINGE STEEL LATCH & DEADBOLT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP INSWING THRESHOLD ALUM/COMP INSWING THRESHOLD ALUM/COMP INSWING THRESHOLD ALUM/COMP INSWING THRESHOLD ALUM/COMP INSWING THRESHOLD ALUM/COMP INSWING THRESHOLD ALUM/COMP INSWING THRESHOLD ALUM/COMP INSWING THRESHOLD ALUM/COMP DOOR PANEL (BOOK) - DOOR PANEL (HYBRID) - DOOR PANEL (U1) - FLUSH GWED DOOR PANEL (BOOK) - FLUSH GLAZED DOOR PANEL (HYBRID) - FLUSH GLAZED DOOR PANEL (U 1 ) - CONCRffEANCHORNO~S: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: " ......... _. . ... " .. -.... ""' . MIN. CLEARANCE MIH.> CLEARANCE """"" ... _._. . ... -.. ..... .. - >ANOHQJf ANCHOR . ·»<MIN. .. .......... -........... .·<ToMASQNRY<·>< .• TOADJACENT« ... .... _ ........ ........... , "''''' . ········.TYPE«···· ··SIZE> EMBEbMENT> ... ' .................... ·•· .. · .. ··<I:D<:;I: .. >···· ··••·· .. ANcHOR··· .. ITW TAPCON® 1/4" 1·1/4" 2" 4" ELCO ULTRACON® 1/4" 1·1/4" 1" 4" ITW TAPCON® 3/16" 1·1/4" AS SHOWN 1·1/2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8" edge distance, I" end distance, & 1" o.c. spacing of wood screws to prevent the splitting of wood. .,,\ \\\,11.11'//1/ .... \el. I ,'" r -.;;: f:i,';; ~ .--....... .$'S-.,.,," . . .. ~~ .. ~ ~ s .. -. ... .... ~.~ 0> ~ .L-. ~ U) -• 0 • ~_ 0> = :r:1 ~-tc Q~ -U) -o· '<t ~ 8:~~ ~ = (I)\? ~ JOlt: O~ ~" -.. -:, "' ... :f/j" 0> .-,(1) ..... , )" .·R) ........ oo> ~ ... .~ ~ Z 0 .,., "'" ......... --. I'i ' <·co> ; ~ ~:" I-' -U) 00 ;;/ ' :.lOCO /11/ II" \\\\ :::l > ,..; 0> (f) .... • zoCX)o ~ ~ 0,., z ON·: <Xl +' o . " " (!)XZ~ --f Eo> zoo ~ &. .c 0 -03 ., o cw I) O.q-::! • 0 0.. .. (f) I') :::lC!.c03 0. .q- 030..0..1.1.. .f3 tL i ~ c ci E oZ ::J " • u cw 8 3'0: 0;:: V) 0 ....J ;:)0 S; g:o 0;:: ~ IV) ~ ~ ~V) 0;:::5 m lU(!) ::E lJ.. w 0 ~f5 en en ....J en « ....J t Li: co 0:: :::> 0 0 Ii= 0 0:: ~ 0.. I-!ic:: ~>-::E-:> -1m I!! t> 0 E z z ir:::- 0 .... j::: 0 §g 0.. ~ (f) 0 ~ z i.i:l ~ 0 U5 z ..c: ~ ~ .... ~ ~ a:: ~ :::> 0:: 0 ~ 0 ~ 0 ~ G'j C§ ~ 0.. a:: :::> a:: to " " ~ ~ ~ w ~ ~ ~ ~ 0 0 I") ... I") C'l ... 0 Z DATE: 6/1/16 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20461.9 SHEET 13 OF 13 (J Z !Il I- Z « ~ :J !Il Z Q (J CJ Z o .J :J m 3 [J: 10 o N © :.J