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124 16th St RES20-0277 Doors Permit PacketOWNER:ADDRESS:CITY:STATE:ZIP: CAMPBELL CAROLYN J 124 16TH ST ATLANTIC BEACH FL 32233-5804 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: 171877 0000 MANDALAY JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 124 16TH ST RESIDENTIAL WINDOWS/DOORS 2 DOORS $4148.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $75.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $37.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $116.50 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: 10/12/2020 PERMIT NUMBER RES20-0277 ISSUED: 10/12/2020 EXPIRES: 4/10/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 2 of 2Issued Date: 10/12/2020 PERMIT NUMBER RES20-0277 ISSUED: 10/12/2020 EXPIRES: 4/10/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $116.50 RES20-0277 Address: 124 16TH ST APN: 171877 0000 $116.50 BUILDING $75.00 BUILDING PERMIT 455-0000-322-1000 0 $75.00 BUILDING PLAN REVIEW $37.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $37.50 STATE SURCHARGES $4.00 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: R13773 $116.50 Printed: Monday, October 12, 2020 11:26 AM Date Paid: Monday, October 12, 2020 Paid By: ACE DOOR & WINDOW SERVICE Pay Method: CREDIT CARD 385551543 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R13773 ~+; CENTRALSQUARE RES20-0277 f{l:• Building Permit Application ~,·~~City of Atlantic Beach Building Department ~ 800 Seminole Road, Atlantic Beach, FL 32233 __...~OH ~ --Phone: {904) 247-5826 Email: Building-Dept@coab.us Updated 10/9/18 **ALUNFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. Job Address: i a ~ .. I lo +'h . .S ·K<Ee't Permit Number: t .d\ r5;d u,?:> ~:::::::,::::,. 1,!,~,:m!,: co: ~ !R'-/ I ~8~ ~&, ~.:..,c::~,~q{ ay co N::• Hea!e?c~:~.7 ?-0() I) Z) • Class of Work: □New □Addition □Alteration □Repair □Move □Demo □Pool~indow/Door • Use of existing/proposed structure(s): □Commercial ~ential • If an existing structure, is a fire sprinkler system installed?: □Yes ~ Describe in detaH the type of work to bep~i9rm.et R~\~ .. frorv~ ·~ ·e4i.O{~ ·. V .ot>r-" ----,,y...,~"'---~..;:::::.:i.__..;.....,....::::..:=-\'I\.),::.· _d,....,._:W=-=-Qualifying Agent < bqRy IJQ.l ~iX>u < .. ' \. ,·. ----'="""-+'"'--'--==~-=-~=--....:;,;~~'--'-"--CitvSQ.fC · •·• •· State ¥k ZiP:•<Jb .~~l(o State Certifica-t-io-nt-/R--'e'-"g>-is+tr-at""'io"'n"-#..-.."'=?.-=..:-;-"'T,~~""'J~~S~~le ConttktlbedS) ~ra-_~ h11s f--.-if i§i<, . · Architect Name & Phone# _________________________________ _ Engineer's Name & Phone# Workers Compensation lnsu-re_r_+::::,---,c.----,7',-, -;.L__, . ...-----------O-R-E-xe-m-pt-□--Ex-p-ir-at-io_n_D_a_t_e_/-,---1----+-,,.,-~,- Application is hereby made to obtain a permit to do the work and installations as indicated . I certify that no work r insta lation 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 AIR CONDITIONERS, etc. NOTICE: In addition to ther~9uir~m.ents of this permit, there may be additional restrictions applicable to this property that may be found in the public records e>f this coLJnty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, 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 RECO DING OUR NOTICE F COMMENCEMENT. 1 /2-7" ~--··· AJfiii,i.:,-.. _ MELODIE GOHYEAU . f!~"f:\ Notary Public· State of Flonda a/4--Personally Known OR \~We! Comm1ss10n # GG 930095 [ ] Produced Identification '···1o,,f'.:<f,..-My Comm. Expires Nov 7, 2023 Type of ldentificati O n: -~liiiijii ... iii .... jiill ... Bo■n .. d•ed.,.t•hr,.ou.,gh•Nra•tio.,n,.al .,.No,.ta,..ry•A"""ss•n""". c ,,ef/~ ~ (Signature of Contractor) Signed and sworn to (or affirmed) before me this li_ day of :'i:\lli'm:tv . 'l.01() ~~ 1)4.e.ersonally Known OR [ ] Produced Identification Type of Identification: (Signat e of Notary) MELODIE GONYEAU r'R~;;, Notary Public • State of Florida i\~~\ Commission# GG 930095 \:!f_orf'.-.of/ My Comm. Ex ires Nov 7, 2023 Bonded throug R E S 2 0 - 0 2 7 7 .... ..; <O "" 0 N ...'.., IL ci s: "O u;i .... ..; <O "" 0 N ...'.., IL ~ lJ.J «: «: :::, u ' ,;:::-.... 0 C!, .... <O "" 0 N ....J IL --.,, Cl C: "j: ~ Cl ~ ::, ts ~ .... <O "" 0 N ...'.., IL 'v, ii'i > e Cl. Cl. <( ts ::, "O e c.. ro "O ·c 0 u:: ' ~ lJ.J z <( ::;: «: lJ.J c.. ~ ro E :;:; ~ C: .!!! 9-ii. 1. THERMAITRU® DOORS Fiber-Classic® & Smooth-Star@ COMPOSITE EDGE OPAQUE FIBERGLASS SINGLE DOO R /NSW/NG /OUTSW/NG "NON-IMPACT' GENERAL NOTES This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ}. 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. 4 . 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. Fiber-Classic & Smooth-Star Door panels require the use of "J" part numbers and must be stained or_painted within six months_ of installation. TABLE OF CONTENTS SHEET# DESCRIPTION Typical Elevations, Design Pressures & General Notes 2 Door Panel Details 3 Elevations 4 Horizontal & Vertical Cross Sections (2X Buck) 5 Horizontal & Vertical Cross Sections (lX Buck) 6 Horizontal & Vertical Cross Sections (Direct to Masonry) 7 Vertical Cross Sections (Thresholds) 8 Buck & Frame Anchoring 9 Hardware Details 10 Components 11 Bill of Materials 6 " t , z z . § : . § : < ( V ) < ( V ) • I - . z O : : : : i O = - · O • I - ~ ; : : - ~ I ; E I : : E g = t , L O - = I N L U N L U • I c o : : E C O L U < ( : : E ~ < ( L L ~ L L C O N F I G U R A T I O N L O C K H A R D W A R E X L a t c h & D e a d b o l t X M u l t i p o i n t r 3 7 . 7 5 " M A X O . 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EXTERIOR COMPOSITE HINGE STILE INTERIOR CAP (ENGINEERED WOOD) 1.198"1---J r1.a75"-11 i 1 0 . 5 " C O M P O S I T E C A P LOCK BLOCK ( 12.5" LONG L VL) STI L E (ENGINEER E D W O O D ) CD HORIZONTAL CROSS SECTION l I-I ('.) iii I I- I - I I ½ ('.) t o ( ' . ) iii i i i Lr,) I L L ) I _, w z < a.. 0::: 0 0 0 >< < ~ _j _, l _ , w w z z < < a.. a . . e 0::: e 0 : : : 0 0 e 0 e 0 X t 0 X - t 0 >< > < < < ~ ~ to N 0: " to ~ C'! q 0- 0 - " " I> I> 40 DOOR PANEL C O M P O S I T E C A P E X T E R I O R ~ : · · · ' . : · . : t - . ' • : . - : : , . : . · . ~ H I N G E S T I L E ( E N G I N E E R E D W O O D ) I N T E R I O R 1 . 1 9 8 " 1 1 . 8 7 S ' - I L O C K B L O C K ( 1 2 . S ' L O N G W O O D ) H O R I Z O N T A L C R O S S S E C T I O N t o L L ) e l X e - t 0 - c o c i I N T E R I O R ~ c o c i t ~ 1 . 7 1 " _ j T O P R A I L ( C O M P O S I T E / E N G I N E E R E D W O O D ) F O A M C O R E ( P O L Y U R E T H A N E - 1 . 9 P C F M I N . ) E X T E R I O R I N T E R I O R B O T T O M R A I L ( C O M P . ) f - - - - 1 . 7 1 " - - l 0 - c o c i E X T E R I O R ~ c o c i j V E R T I C A L C R O S S S E C T I O N V E R T I C A L C R O S S S E C T I O N I > a : : ~ o a : : : O 1 - a I V ) : § ( / ) a : : : : : S L u ( ' . ) i : ! : f f i e n t 5 G : : : : : > 0 0 0 : : : a . . ( / ) - I ~ a ~ - I L u z ( D c f . : i : w 1 / ) a : : 1 / ) < ( 0 0 0 : : : a 0 I - 0 : : : < ( a . . I - ~ ~ f u : : : E - : , - : , [ l z 1 / l f - z < t ~ : J 1 / l z l ' ) C \ j - . - 0 D z ( J . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . _ _ , _ . . . . . I ! ] D A T E : 5 / 2 6 / 1 6 Z S C A L E : N . T . S . g i - - - - - - - - 1 : J D W G . B Y : J K c o i - - - - - - - - 1 C H K . B Y : L F S i D R A W I N G N O . : O ' . I { ) F L - 2 0 4 6 1 . 1 ~ 1 - - - - - - - - 1 ~ .__ ______________________________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , _ s _ H E E T - = 2 = - - o _ F ; : : 1 : : : : 1 : : . . . . . l g BOOK 41 DOOR PANE L Hybrid Door 4 2 D O O R P A N E L U l D o o r ..... ....; oi :!= "O ~ ..... ,....; '° .... 0 N ..'., IJ... ~ w c::: c::: :::, u ' ,::::-..... 0 ~ ..... '° st" 0 N ...J IJ... ---en Ol C -~ ~ 0 ' y. (/J (/J ~ ~ ::::, tl 2 tn ..... '° st" 0 N ..'., IJ... ---en iii > e C. C. <C tl ::::, "O e a. 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J g R:\Clients\Therma Tru PERMANENT\A -Florida Product Approvals\FL-20461 Structural TT 55\C -Drawings\FL 20461 (2017) -CURRENT\FL-20461.1-5.dwg, 4.1 ~ 8 oen::z: S.5 o ~ =E ::11:1 _,::::, i=:i ::::, =E 0 ca....._ V, ::z: 5~~ ~~­-::::::R-n a "' ~-~ ca c,, !!!. "' 3 n, a n ..::l. ::! 0 ::z: oen ::t: S.5 o ~ =E ::11:1 __ ::::, i=:i ::::, =E 0 ca....._ ~tv ::z: oX~ =E ~ -::::, () -=='"' n a "' ~-0 ::::, "' ca c,, !!!. "' 3 n, Q g C ,, I r-z I Cl 0 ::z: 0 ::c i" ~ ~ ~ m-~.:.. 0:, ........ • -I>,; ~ ~ ~~ m-~.:.. 0:, ........ • -I>,; ~i .,, -.z -· ! ~ 01 b " " D. b V . :f·. z ~ m ;u 0 ;u z ~ m ;u 0 ;u . ~l- b D. ]>_ V V " b " !. I> \7 V I> C b b "D. b i------10 "\7 p ~~ .,, 0 -en z 7" 0 -~ ~0 -en z 7" V V I> V oen ~ c:::,-.... o ::11:1 V, =E :::! ~-::::, ::::, =E ca....._ ~ V,...., -5XC) =E 0:, ::11:1 ::::,C Q -::::::R-"' ::::, "' ~-"' ::::, n, ca !!!. 2. a .::l. m g 0 ::z: m-~:..... 0:, 0, • = -~ ~-~~ m ~ m :;:o 0 :;:o ,~ :;:o 0 :;:o I PRODUCT: I THERMA-TRU I FIBERGLASS DOOR 1-1/4" MIN. EMB. (TYP.) ~ "' ~ '" "' ~ ~ '" "' ~ '<l· ~ '" ~ "' ~ •,,"' "' ~ t'<l "' ~ '" "' ~ ~ '" "' ---i----i ,,,,111111,,, ,,, SCHM, 11'-,,, ~=-· ········:t.o:".,., h ,, v.•· vCEN_, ··· , . , .:-.. · ··. -:.. ' . .. --~ No.~3409 ·_I~ 10/09/18~ ... i 2 Documents Prepared By: ~ Q \ STATE OF .• :: ~ ~--. ..S! .... Lyndon F. Schmidt ~ .. -~~••.~OR\0"••••,.~ P.E. No. 43409 "",,";"8ic;;;Al-·¢~'' I I ' ' I ..... ---. ·. -. . . . -. -I ... . I I 111 If \' '' 7 ·~·~.. .., --------· ·-CD BUILDING CONSULTANTS, ~bJ. II\ J\_,, W P.O. Box 230, Valrico, FL 33595 1~ I\.) z N J 10/09/18 REV. DOOR PANEi OPTION NnTF MT ~f:> ;2: 0 ;-i o, 2 11 15 17 RECESSED PANEL NDlAIIUN .JI\ PART OR ASSEMBLY: .,, r-~ 1 7 7 17 UPDATE TO 6th ED 2017 FBC 0) c... ,~ _. ~ ::,;; !-'> _. 0) N,Q DATE_ © 201 E, R.W. BUILDING CONSULTANTS INC. JK BY REVISIONS HORIZONTAL & VERTICAL CROSS SECTIONS (2X BUCK) Phone No.: 813.659.9197 FBPE C.A. No. 981 3 ~ :::, tJ 2 ~ .-< \0 'SI" 0 N ...'., LL ---"' ~ e 0. 0. <C tJ :::, 'O e 0.. "' 'O .§ iI ' ~ LU z <C ::E: er: LU 0.. ~ "' E a; ~ ~ C: .2! 9-ii. G " " 1-1/4" MIN. --1-------E MB. (TYP.J t > . . t , . A 1--- - - - - - - ' 1 X Buck to be secur e d t o masonry by others b t > t , . b t > t > V E R T I C A L C R O S S S E C T I O N 6 INTERIOR HORIZONTAL CROSS SECTION Shown w/ 1 X sub-buck Outswing shown (lnswing similar) S h o w n w / 1 X s u b - b u c k O u t s w i n g s h o w n ( l n s w i n g s i m i l a r ) b t , . b " C I N T E R I O R E 1 7 I > Q I > I > Q 1 7 Q I > 1 7 i - - - - - H O R I Z O N T A L C R O S S S E C T I O N S h o w n w / 1 X s u b - b u c k O u t s w i n g s h o w n ( l n s w i n g s i m i l a r ) J 1 - l / 4 " M I N . E M B . ( T Y P . J c t : : : l o a : : 0 . _ a I V > ~ ~ ( / ) f f i ~ C D : : : : : E w ~ f f i ( / ) ( / ) e n < ( t - = - = G : 0 : : : u 0 : ) 0 I - 0 0 : : : 0 : : : < ( 0 . . 0 . . I - : x : : : : : E - ; , 9 . . J ( . _ } c 5 : : : i i = = e n f f i ~ : > ' - ' o l d ( / ) z - J O : < t j : : i - ; : ( . _ ) Z w ~ ( / ) - ( / ) c t : V ) 0 0 : r : c t : ( . _ ) : x : : > - - ; , ( D C J z [ I ) 1 - z < ( ~ : : J [ I ) z l ' ) C ' l j _ o □ z u . _ _ . . _ _ _ . , . . . i . , . . i , _ _ . _ . , _ _ ' - - - 4 I ! ] D A T E : 5 / 2 6 / 1 6 z 0 S C A L E : N . r . s . . J 1 - - - - - - - - - : : J D W G . B Y : J K I D C H K . B Y : L F S ~ 1 - D - ~ - W - I N _ G _ N _ O . - : - - - e r I { ) F L - 2 0 4 6 1 . 1 ~ 1 - - - - - - - - - ~ S H E E T _ Q _ O F . 1 1 . " " L--------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ , ; = _ . . . . . . . . . . . . _ _ , < i , i ; ' y. <fl <fl ~ -;;; 5 t 2 in .... \0 v 0 N ...'., ~ .!!! ~ e C. C. -:i: t ::l "C e Q. ro "C ·c: 0 u:: I> . ·1" E I> EXTERIOR INTERIOR VERTICAL CROSS SECTION Shown Direct to Mason'Y. Outswing only w / 4-9 /16' jamb INTERIOR EXTERIOR D I R E C T T O M A S O N R Y M A X . D E S I G N P R E S S U R E : w / S T A N D A R D S T R I K E = ± 5 5 P S F w / S E C U R I T Y S T R I K E = ± 6 5 P S F < ] ~~ < ] I > - - L 1 - 1 / 4 " M I N . - - 1 - - E M B . ( T Y P . ) E X T E R I O R 1 - 1 / 4 " M I N . E M B . ( T Y P . ) . . . . . I N T E R I O R V E R T I C A L C R O S S S E C T I O N S h o w n D i r e c t t o M a s o n ' Y . O u t s w i n g o n l y w / 6 - 9 / 1 6 ' j a m b I N T E R I O R E X T E R I O R HORIZONTAL CROSS SECTION HORIZONTAL C R O S S S E C T I O N H O R I Z O N T A L C R O S S S E C T I O N S h o w n D i r e c t t o M a s o n ' ) . ' O u t s w i n g o n l y w / 6 - 9 / 1 6 ' j a m b > < < ( ~ r q = z ~ ~ < ] t r , N " ' < t < ] ~ · ~ - - L 1 - l / 4 " M I N . E M B . ( T Y P . ) H O R I Z O N T A L C R O S S S E C T I O N S h o w n D i r e c t t o M a s o n ' ) . ' O u t s w i n g o n l y w / 6 - 9 / 1 6 ' j a m b a : : 0 : : : , 0 o : : a I - C l ) ~ I e n ~ : 5 m e = i ~ : i w ~ ~ ( / ) ! . Q ~ c ; : 0 : : : : : : > 0 0 I - 0 0 : : : 0 : : : - : i : a . a . I - : x : ~ ~ $ : ' a : : - J z ~ ~ ~ < C a : : ~ ~ o I - ~ I - ( . _ ) - J l u ~ ~ z a o ' - ' ~ ( / ) a : : z o o : c ~ ( . _ ) L u ( / ) : x : > - ~ e n ( / ) z 0 i n ~ a : : : { J z I l l 1 - z < i j : : : J I l l z D 0 . . . . . . . . _ . . _ . . . _ L . . . . L . . . . J - . . L . . . . , j ! ! I 1 - D A _ T E : _ · . . . c J . . . . : : : ; ; . ; : ; . l . - . : . . . = - - - 1 z S C A L E : g t - - - - - - - - 1 : : : J D W G . B Y : J K D J C H K . B Y : L F S 3 C l ' . I O D R A W I N G N O . : F L - 2 0 4 6 1 . 1 - ... --------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 ~ ~ ~ ~ - g - = - ~ ~ J J = J ~ S H E E T _ O F . . 1 1 . g Shown Direct to Mason').' Outswing only w / 4-9 /16' jamb Shown Direct to M a s o n ' ) . ' Outswing only w / 4 - 9 / 1 6 ' j a m b .... r--: oi ;;:: "O '? .... ,....; "' V 0 N ..'., u.. ~ UJ ct: ct: :::i u R .... 0 C!, .... "' V 0 N __, u.. --VI Ol C '§: ~ 0 ' y. V) V) I= n5 5 tl 2 vi .... "' V 0 N ..'., u.. --VI n5 > e a. a. <( tl ::, "O e c.. 10 "O ·i:: ..Q u.. ' ~ UJ z <( ~ ct: UJ c.. ~ 10 E lii ~ .l!l C (I) y. ii. Notes: 1. Sill Item #'s 17, 18, 32, 34, 35, 36, 37, 38 & 39 are attached to jambs w/ (3) #8 X 2-1 /'Z' pfh s c r e w s a t e a c h e n d . Sill Item #'s 16 & 33 are attached to jambs w/ (2) #8 X 2-1/'Z' pfh screws at each end. Sill Item # 15 is attached to jambs utilizing (2) # 10 X 2" pph SMS at each end. INTERIOR SEE NOTE l t,. t, b b b t, t, .. E X T E R I O R t, t , t,. " t , t , . b t , b t , b VERTICAL C R O S S S E C T I O N EXTERIOR SEE NOTE 1 t, t,. t,. t, t, t, t, t, t, t,. " t, t,. b INTERIOR t, b t, t, t,. b VERTICAL CROSS SECTION OutswingSill lnswing Sill t, b t,. t, b t , t , . b t , b t , . t , b E X T E R I O R S E E N O T E l I N T E R I O R S E E N O T E 1 r , . t , I N T E R I O R t , t , t , t , . " t , t , . b t , t , V E R T I C A L C R O S S S E C T I O N P u b l i c A c c e s s S i l l t , E X T E R I O R 9 t , . t , t , t , t , t , t , . t , t , . t , t , t , . " b V E R T I C A L C R O S S S E C T I O N l n s w i n g S i l l t , . t , b a : : : : : : , 0 a : : : 0 , _ a I C / l ~ ( / ) B J : 3 : : r : C c ) I - - f f i e n ~ G : : : > C l 0 0 : : a . I - - : : . I ! : V ) a ( / ) - J ( / ) 0 o : : i : : a : : : f : 3 U a : : : ~ - - 1 i : ! : m ~ - - - - - : : i : u w j : : ( / ) e n a : : : 2 ~ ~ g 0 : : f . - 3 0 ( / ) I - 0 : : ~ : i . : : : i . : : f a - : , - : , C J z I l l 1 - z ; : : : J I l l z l ' ) ~ - 0 □ z C J l - - l - - 1 . . . . . J . . . . . . J - . & . . . . . I . . . . . . . . - I ( ! ) D A T E : 5 / 2 6 / 1 6 z S C A L E : N . T . S . ~ : : : J D W G . B Y : J K D J C H K . B Y : L F S D R A W I N G N O . : F L - 2 0 4 6 1 . 1 ~ 1 - - - - - - - - 1 ~ S H E E T _ ] _ _ O F . J . j _ n L-------------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - . . . ; ; ; ; ; = - . . . . . . . ; = ; . . . - 1 ( : , ! ; R:\Clients\Toerma Tru PERMANENT\A-Florida Product Approvals\FL-20461 Structural TT SS\C-Drawings\FL 20461 (2017) -CURRENT\FL-20461.1-5.dwg, 8.1 ~ -► =<! V, -uO ..:...Z ,c -< rl "> >< tD .. I I C: " n . ~ )> " . :z: . ' . n :c 0 "' -:z: (i) " I • H "> >< tD I ~-I• C: " n . . ~ )> " . :z: . ' . n " :c 0 "' -:z: (i) " ~.. ' .,, ~ ~ " . rn . )> ". :z: . n . :c 0 "' -:z: (i) ~ OJ C () 7" , H " D\ / I I I l 1 I h 0-. 11 b 0 ~ I I b .,, ::t: ~ ~ -I>,; -o - )> =<!~ =<! -a >< . '-~ -► ~ _l OJ V, 16"MAX. I .. --1 4" (TYP.) __j Cl O.C. (TYP.) .·1" .. 00 11 b 0 ~ I I b .,, ::t: ~ ~ ""'= -o )> =<!~ =<! >< -a ..:... ► ~ ~ _l ~ 1j___J 13"MAX. 4" (TYP.) __j Cl O.C. {TYP.) "TI ,c )> ~ ·H ••• D / m u. u ~ \ I ::t: I 11 I b m )> -o ~ ~~I II I -b • '-~ t,.;) -~ ~Q X X )> ,c OJ OJ ~ v,m C C OQ O 0 z 7" 7" ,c -I -<0 I. --1 6" (TYP.) --1 L 14"MAX. O.C. {TYP.) '-~ OJ _la =<! ::t: ~~ 0 0 ~ r- ~ -a :1:1: "TI co ::t: X :Et,.;) V, .!... ~ ,,,,11 .,,,,,, ,,,, SCHM, ,,,/, ,,, t:,·········~~,."1 ~ V.•••vcEN~•• .. r ::: ... ·•, ~ ' . . ., :: ; No. 43409 ·. 0:, --..... ,-~, ·--... ... ::, n ° u, 0 1---+-----+---------------1---1 PRODUCT: Documents Prepared By: ~ ••• STATE OF . • ..S! '°' ~ ,c,,,_· ·••.~OR\OP.. •• •• ,.~ U) ~, j; I~ a ? i; ~ ICX> N ~ a,. I..., 0 ~ Ir-le_(/) .., 0) ,, :,;;; • I:: :-..o. Cl) J l1D/09/1BIREV. DOOR PANEL OPTION NOTE I MT THERMA-TRU FIBERGLASS DOOR 2 11 15 17 RECESSED PANEL NOTATION JK PART OR ASSEMBLY: 1 7 7 17 UPDATE TO 6th ED 2017 FBC JK BUCK & FRAME ANCHORING NO DATE BY REVISIONS 201 6 R.W. BUILDING CONSULTANTS INC. Lyndon F. Schmidt P.E. No. 43409 ""'" ~6'& .......... ...-.'M..'-' ... "1,,,fONA\.. t\,,'' CD BUILDING CONSULTANTS,/ Mbl.l I\\ Jl, W P.O. Box 230, Valrico, FL 33595 Phone No.: 813.659.9197 FBPE C.A. No. 9813 ..... oi di 3: "C ~ ..... ...; 1.0 '<I" l:;l .:., ~ lJJ a: a: ::::, u ' ;::::-..... §, ..... 1.0 '<I" l:;l _, ~ "' 01 C: -~ ~ 0 ~ t! 2 in ..... 1.0 '<I" l:;l .:., ~ "' ~ E Cl. Cl. <t tf ::, "C E a. "' "C ·c: 0 U: ' ~ lJJ z <t ::;: a: lJJ a. ~ "' E Q) ~ fl C: Q) ~ ii 2X BUCK lX BUCK DIRECT TO MASONRY lX BUCK DIRECT TO MASONRY 2X BUCK lX BUCK DIRECT TO MASONRY LATCH & DEADBOLT DETAIL Kwikset LATCH & DEADBOLT DETAIL Schlage SUB STRIKE PLATE LATCH & DEADBOLT STRIKE DETAILS (Standard Deadbolt Strike Plate) SEE LATCH~ &DEADBOLT DETAIL to ~ 1 ½ ± ! . b o c o -. i ... , . STRIKE JAMB Latch and Deadbol t D I R E C T T O M A S O N R Y DEADBOLT STRIKE DE T A I L S (Security Deadbolt Strike P l a t e ) 0 . . . . 0 I - ~ a : : l 0 ~ ~ ~ L L L L t o O S E E H I N G E C ' ! D E T A I L ( T Y P . ) - ~ a . . : o ~ o - o t o ~ C ' ! 0 0 - Q N a : : l • t • • H I N G E J A M B 0 . . . . 0 I - ~ a : : l 0 ~ ~ < L L - , L L ~ o . . . . . : • ~ _ o · O 0 . . . . 0 ~ o = i i : ' ~ a : : l . > - o - I N . _ : : : > t H I N G E D E T A I L S E E T O N G U E S T R I K E D E T A I L ( T Y P . ) S E E L A T C H & D E A D B O L T D E T A I L 2 X B U C K l X B U C K D I R E C T T O M A S O N R Y 7 7 ~ ~ N ~ ~ l F - - . . C ' ) ~ N D _ J S T R I K E J A M B M u l t i p o i n t L o c k 2 X B U C K l X B U C K D I R E C T T O M A S O N R Y 2 X B U C K l X B U C K D I R E C T T O M A S O N R Y T O N G U E S T R I K E D E T A I L M u l t i p o i n t L o c k 3 0 L A T C H & D E A D B O L T D E T A I L M u l t i p o i n t L o c k M U L T I P O I N T L O C K S T R I K E D E T A I L S t = > 0 0 ~ a . . ( / ) . . J ~ a ~ L L l l i l a : : : : : E ~ w a C l ) a : : ! t 2 1 ~ 0 ~ ~ ( / ) z 0 e n ~ 0 : : u z { / ) 1 - z < t j : i { / ) I ' ) C \ 1 , - . 0 6 1 - - 1 - . . . 1 - . . J - . J ~ . . J . = z : . L . . . . J □ D A T E : 5 / 2 6 / 1 6 ~ S C A L E : N . T . S . 5 D W G . B Y : J K ~ L F S ~ t : : D - : : - : R A ~ W l ' . ' : ' - : " N G . , - - N O - . : - - - - ' D ' . C H K . B Y : F L - 2 0 4 6 1 . 1 ~ t - - - - - - - - 1 □ S H E E T L O F . . . 1 1 ~ .-< c::i .-< cii ~ "'D '? .-< .-< \D .... 0 N ...'., lL ~ ~ c:: a r::-.-< 0 ~ .-< \D .... 0 N ...J !:!--Ill Cl C: ·~ ~ Cl ' y. (/J (/J "§ :, tl 2 in .-< \D .... 0 N ...'., !:!--Ill ~ e C. C. <( tl :, "'D e a.. "' "'D ·c 0 u:: ' ~ w z <( ::;: c:: w a.. ~ "' E :;; ~ ll C: QJ Y-r:i. ----------7.59" ----------32 INSWING THRESHOLD lnswing Basic Composite Adjustable Sill 7-1/2" 33 INSWING THRESHOLD lnswing Basic Fixed Sill I .. 5.75" ~.--, L , ,s?':,,w·, ,n:,.,r.----34 INSWING THRESHOLD lnswing Moderate Climate Sill 1-3/8" 1 · 5.75" -.--~ ------;~~;: =-J t i:o ~ 35 INSWING THRESHOLD lnswing Moderate Climate Sill 36 INSWING THRESHOLD lnswing Basic Fixed 5-3/4" Sill 3 7 I N S W I N G T H R E S H O L D l n s w i n g B a s i c F I X e d 7 - 1 / ' l ' S i l l 3 8 I N S W I N G T H R E S H O L D l n s w i n g C o m p o s i t e A d j u s t a b l e S i l l - - - - - - - 5 . 7 7 ' - - - - - - - - - - i 3 9 I N S W I N G T H R E S H O L D l n s w i n g B a s i c C o m p o s i t e A d j u s t a b l e S i l l - - - - - - - - 6 . 0 " - - - - - - - - ~ c i i : o c i ~ I ~ - - - , - t @ P U B L I C A C C E S S T H R E S H O L D l r l r - r b - ! ~ 1 . 7 9 " - = l i : o " S I ' c i 0 , . c i ~ I . 4 . 5 6 . . • I J t ~ 1 f q ~ 2 . 3 6 " - l ~ 1 - 5 . 8 3 " t a l l : ; i f ; / ' i • ~ _ ] 1 6 O 1 / T S W I N G T H R E S H O L D C o m p o s i t e S i l l - - - - - - - 4 . 5 6 " - - - - - - 1 7 O 1 / T S W I N G T H R E S H O L D C o m p o s i t e I A l u m i n u m S i l l i - - - - - - - - 5 . ? S ' - - - - - - - - - - i 1 8 O 1 / T S W I N G T H R E S H O L D C o m p o s i t e I A l u m i n u m S i l l ( T h e r m a l B r e a k ) ~ - 0 c i 0 : : 0 : : > o f E C I V l ~ : § V l o : : : S I D L u c . , : : : I ! : ~ f 5 w ( / ) O l ~ i : . : G : 0 : : : u 0 : : > C l I - 0 0 : : : 0 : : : < ( a . . a . . ~ 2 : L L J 2 : 0 a . . ~ 0 0 e n z 0 e n ~ a : : : u z U l 1 - z < t ~ : J U l z l ' ) ( ' , j . . . . o a z C J . . . . . . . . . . . . . . . _ . _ . . . . . . . . . . _ . . . . . _ ' - - - t ( ! I D A T E : 5 / 2 6 / 1 6 z S C A L E : N . T . S . g 1 - - - - - - - - - 1 : J D W G . B Y : J K I l l C H K . B Y : L F S 3 1 - - - - - - - - - 1 a : : D R A W I N G N O . : ' ° F L - 2 0 4 6 1 . 1 ~ - - - - - - - ~ .__ ________________________________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . . _ s _ H _ m - - = : : : 1 0 : : : : . . o _ F . . : : : : ; ; 1 : : : 1 ; . . . . . . i © .... ....; .... cii :,; "C u;i .... ....; "' st" 0 N ..'., ~ UJ a: a: :::> u ' ,::::-.... §, .... "' st" ~ __, LL 1n Ol C .:§: ~ 0 ~ ::::, tj 2 .:n .... "' st" 0 N ..'., LL --v, ~ e C. C. <( tj ::::, "C e a. "' "C ·c 0 iI ' ~ UJ z <( ::E: a: UJ a. ~ "' E QJ ~ C QJ y a!. 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 l /4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW #10 X 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) PUBLIC ACCESS THRESHOLD OUTSWING THRESHOLD OUTSWING THRESHOLD OUTSWING THRESHOLD #8 x 3/4" PFH WOOD SCREW #10 x 3/4" PFH WOOD SCREW #10 x 1" PFH WOOD SCREW M A T E R I A L I T E M # W O O D 2 5 W O O D 2 6 - 2 7 S T E E L 2 8 2 8 A C O N C R E T E 2 8 8 S T E E L 2 9 S T E E L 3 0 S T E E L 3 1 S T E E L 3 2 S T E E L 3 3 W O O D 3 4 F O A M 3 5 F O A M 3 6 V I N Y L 3 7 V I N Y L 3 8 V I N Y L 3 9 A L U M 4 0 A L U M / C O M P 4 1 A L U M / C O M P 4 2 A L U M / C O M P _ S T E E L S T E E L S T E E L ~ , L - " • , ~ , , - r - - . . ~ . , ✓ " ~ . . - • • · · · · · . - ~ i ~ ~ _ _ , , . B I L L O F M A T E R I A L S ' Q . · . ~ ~ ' s . · . \ ) ) . . . . . , , . : : ~ - - , O > ~ , · . - I ( ) D E S C R I P T I O N M A T E R I A L - • 0 • ~ - O J = : r : \ ~ , , t c Q ~ - I ( ) # 8 x 2 - 1 / 2 " P F H W O O D S C R E W S T E E L - o · . . , . I S : i ~ ~ = m : . - . 0 t , ' 4 ' / 0 ~ . . . J I ' - # 8 x 5 / 8 " P F H W O O D S C R E W S T E E L - - . ' . z • s - L L . m . , , . \ ) , ' " . , , . , . . . . . - : . $ · • • P J ' ( / ) . . . . - L A T C H S T R I K E P L A T E S T E E L - : , . · . . ~ ~ ~ O O I , , , , , , 1 · P 1 - · " ' ~ . Q o i I ' ) D E A D B O L T S T R I K E P L A T E ( S T A N D A R D ) ~ ' I - ' L . I ( ) . . . S T E E L , , , : . . J O ( 0 a ) ~ ' J , , , : : , > I ' ) O J D E A D B O L T S U B S T R I K E P L A T E S T E E L V I • . - - • Z O a ) 0 . . 0 l ' l z D E A D B O L T S T R I K E P L A T E { S E C U R I T Y ) S T E E L ~ ( . ) N • : . . , 0 . , , - o c , x z < C 4 " X 4 " H I N G E S T E E L I I ) - 0 • 6 E m ~ m a > 0 L A T C H & D E A D B O L T S T R I K E P L A T E ( T O N G U E S Y S T E M ) A L U M / C O M P a . . c o O c : w f O . i , : : : ! • o n . a . V l l ' l : : , ~ . c m M U L T I P O I N T S T R I K E P L A T E ( T O N G U E S Y S T E M ) A L U M / C O M P ! l L L ~ m ~ n . i . . . I N S W I N G T H R E S H O L D A L U M / C O M P i C : 0 E o 2 ~ ' O . ~ I N S W I N G T H R E S H O L D A L U M / C O M P 0 C : W 8 3 ' 0 : I N S W I N G T H R E S H O L D A L U M / C O M P I N S W I N G T H R E S H O L D A L U M / C O M P I N S W I N G T H R E S H O L D A L U M / C O M P 0 : : ( f ) I N S W I N G T H R E S H O L D A L U M / C O M P : : : : ) 0 - l : s ; 0 : : 0 0 : : I N S W I N G T H R E S H O L D A L U M / C O M P i - - a I : : ! I C l ) I N S W I N G T H R E S H O L D A L U M / C O M P ~ ( / ) ~ ~ a : : : 5 C D D O O R P A N E L ( B O O K ) L u ( ! ) : : : i , L t . . w 0 - ~ f f i e n ~ - l D O O R P A N E L ( H Y B R I D ) c o - l - i : . : C i : i n 0 : : : D O O R P A N E L ( U 1 ) u 0 - : : , C l t - 0 0 : : : 0 : : : , c ( 0 . . 0 . . I - ~ ~ > - : : : E ~ ~ O ' . l ~ < . . > 0 ~ 2 : 2 : ' R 2 : 0 0 j : : : . . . I = = ~ 0 Q _ ~ ( / ) 0 0 z E a z C O N C R E f E A N C H O R N O T E S : ~ G : l 0 e n 1 . C o n c r e t e a n c h o r l o c a t i o n s a t t h e c o m e r s m a y b e a d j u s t e d t o m a i n t a i n t h e m i n . z . c : ~ c t . . . . c t ( 0 e d g e d i s t a n c e t o m o r t a r j o i n t s . 0 : : ~ 0 : : : 2 . C o n c r e t e a n c h o r l o c a t i o n s n o t e d a s " M A X . O N C E N T E R " m u s t b e a d j u s t e d t o 0 E a 0 m a i n t a i n t h e m i n . e d g e d i s t a n c e t o m o r t a r j o i n t s , a d d i t i o n a l c o n c r e t e a n c h o r s 0 ~ ~ m a y b e r e q u i r e d t o e n s u r e t h e " M A X . O N C E N T E R " d i m e n s i o n a r e n o t e x c e e d e d : G ' . i f J ~ Q _ 3 . C o n c r e t e a n c h o r t a b l e : 0 : : 0 : : = > I X ) , . . . . . · · · · · · • · - · · · · · · - · - · · • - - M I N . C L E A R A N C E M I N / C L E A R A N C E . . . . . . , . . . . . . . . . . . . . . . . . . . r - . . . ~ ~ A N C H O R A N C H O R - - - - M T N > - - - - - w . . . · - , . - . . . . . . . . . . . - i q / • . t A . S Q N R Y • < r o A t r . 1 , ( c 1 : N r 0 ) ~ • - • · · · · · · · · - · · · · · · · · · . . . - . . , . . . . . . . _ . . . R r : : _ - - - . . . _ . . , , • - . . _ . E M B E D M E N r • - ~ - < T Y P E - > S I Z E < - - > - - - - - _ - - < E D G E < < - - - - - - < A N C H O R 0 - C l . . . . . . I T W 1 / 4 " 1 - 1 / 4 " 2 " 4 " I < ) C ' I . . . 0 T A P C O N ® z E L C O 4 " D A T E : 5 / 2 6 / 1 6 U L T R A C O N ® 1 / 4 " 1 - 1 / 4 " 1 " S C A L E : N . T . S . I T W 3 / 1 6 " 1 - 1 / 4 " A S S H O W N 1 - 1 / 2 " D W G . B Y : J K T A P C O N ® C H K . B Y : L F S W O O D S C R E W I N S T A L L A T I O N N O T E S : D R A W I N G N O . : 1 . M a i n t a i n a m i n i m u m 5 / 8 " e d g e d i s t a n c e , 1 " e n d d i s t a n c e , & 1 " o . c . s p a c i n g o f F L - 2 0 4 6 1 . 1 w o o d s c r e w s t o p r e v e n t t h e s p l i t t i n g o f w o o d . S H E E T 1 1 O F 1 1 u z U J 1 - z ; : : i U J z 0 [ ] l ! I z 0 . . J : : i D J u