Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
331 19th St RES21-0033 Door
OWNER:ADDRESS:CITY:STATE:ZIP: MAYO DAVID 331 19 th ST ATLANTIC BEACH FL 32233 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: 172020 1210 SELVA MARINA UNIT 12 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 331 19TH ST RESIDENTIAL WINDOWS/DOORS ONE DOOR $2884.00 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: 2/10/2021 PERMIT NUMBER RES21-0033 ISSUED: 2/10/2021 EXPIRES: 8/9/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 2 of 2Issued Date: 2/10/2021 PERMIT NUMBER RES21-0033 ISSUED: 2/10/2021 EXPIRES: 8/9/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 RES21-0033 e BuildinJ P@rmit Application ., •/ r) -- Citv cA Atllt1lk: keffl 84,ldlf'II O~rtment "')?'u,e,e, '--j<'~N1--W>tl' !tl0Semtr10f11 Ro•d, Atlint.it l!e~ FL 3:2233 v' MC!fUarn.•&W PMM( (9o•H 2.-r-.53l6 £m1tl: QMYdlDl·DrPlflh;c,aW OIIO;Ullta,. , ........ "' .. :?ii 19"1\ .s:tcc»t .-. ,._.,., _______ _ ~ .. 1°"'"".-1 Ji! ... W Df-i;.S-,i1t" Uojt t1W1 •11s.te+7_.,,.,;n;;ap-.1a 1n Wl; ....... ,..,i.-..c.ui&J-,t It+ -~,,_ ___ .... ~c...,i~--- • Ot!IOI-.. O lit!I OMl&llbl'I O,,.__ c-,.,,.f IJ'."'""t ~ f.ll'Mlfo--An- • 1.UIIIN,1,Ui,dtos11cwfai~lftfa11 lJOll!-111' ~~ • ll•••<'liit-Pl"'\1••11',.........,.,,..__...,, >'ti,, ;..r.., • o-..--.. .. .._.i.iw.«""'4'8liili-ff9<N1 ~· ~-,I. •~i..., .,.;,;-l,.-~~•r ,..;.\-\. re,;, .boC>I' R E S 2 1 - 0 0 3 3 0\ ,...; \D V ~ ...:, u.. t "O ..,; 7 0\ ,...; \D V ~ i w a:: a:: ::J u ' ,:::-..... 0 !:::!, ..... \D V ~ _J u.. --"' Cl C: ·3: ~ 0 1-'! :::, ti 2 rn ..... \D V 0 N ...:, ~ C/1 iii > e C. C. <C ti :::, "O e c.. "' "O ·c: 0 n::: ' ~ w z <C :::;: a:: w c.. ~ "' E a:; g ll C: QJ ~ ii THERMAITRU® DOORS Fiber-Classicw., & Smooth-Star~) COMPOSITE EDGE GLAZED FIBERGLASS SINGLE DOOR INSWING /OUTSW/NG ''NON-IMPACT' GENERAL NOTES l. 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. 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 engineering analysis by a licensed engineer or registered architect. 6. 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 1 Typical Elevations, Design Pressures & General Notes 2 Door Panel Details 3 Door Panel Details 4 Elevations 5 Horizontal & Vertical Cross Sections {2X Buck) 6 Horizontal & Vertical Cross Sections {lX Buck) 7 Horizontal & Vertical Cross Sections (Direct to Masonry) 8 Vertical Cross Sections (Thresholds) 9 Buck & Frame Anchoring 10 Hardware Details 11 Glazing Details 12 Components 13 Bill of Materials ~ c ; ~ W I D T H r 3 7 . 7 5 F R A M E 7 I l 5 5 z z . 3 : . 3 : < ( V ) < ( V ) ( ) ~ . z X O = - · O . I - X - e x : : r : < ( I - < ( c . , ~ : : r : ~ i i i = c . , E ) i r , - = : : r : N W N W • : : r : a : > ~ c o w ~ < ( C l < : < ( L L . C l < : L L . i ; D E S I G N P R E S S U R E ( P S F ) D O O R G L A Z I N G I N S W I N G C O N F I G . U T E I N S E R T L O C K H A R D W A R E M A X . D . L O . P O S I T I V E N E G A T I V E L a t e h & D e a d b o l t + 5 0 . 0 . - 5 0 . 0 X L i p L i t e 2 1 : 1 2 " X 6 3 . 1 2 " X M u l t i p o i n t + 5 0 . 0 - 5 0 . 0 X L a t c h & D e a d b o l t + 5 0 . 0 - 5 0 . 0 M o l d e d 2 1 . 1 2 " X 6 3 . 1 2 " O p e n X M u l t i p o i n t + 5 5 . 0 - 5 5 . 0 X L a t c h & D e a d b o l t + 5 5 . 0 - 6 5 . 0 F l u s h G l a z e d 2 4 . 1 2 " X 6 3 . 3 8 " X M u l t i p o i n t + 5 5 . 0 - 6 5 . 0 X L a t c h & D e a d b o l t + 5 5 . 0 - 6 5 . 0 F l u s h G l a z e d 2 6 . 0 " X 6 3 . 3 8 " X M u l t i p o i n t + 5 0 . 0 - 5 0 . 0 S e e S h e e t 4 f o r H a r d w a r e S p e c i f i c a t i o n s . . , . . . . . , . . . , . , , ~ r - ~ ~ ' ✓ / ~ . . . . . . . . . ~ ~ . - · · · . . · - - ~ ~ . . . . g . . ' s . · - ~ , . - - : : ~ - ~ O > l ! s " ' ' - I ( ) - • 0 • _ . _ . O l = : r : ~ ~ i C 0 ~ - I ( ) - o · . . . , . I S : I ~ ~ ; : e 1 1 ' . , ~ / . l o ~ : 0 ~ ~ " - . . ~ ' - " · · . . ' f ; j , • O l , ) ' - ~ ~ ~ g o i ~ · . . . . . , , < • - O l I ' ) , , , , · - · . . . . . a ' . . I ( ) . . . . / ✓ ✓ , , p 1 , , ~ o c o t 0 " ' \ \ \ : : J > • O l \ ( / ) . ~ . z o i ; o o . • 0 I ' > Z i f ; ( ) t ' , j · : . . , 0 • - o : E c , x z < t i ~ E m ~ J l u 0 . L : o a ~ w f O , t : : ! . 0 0 . o . . 1 / l l ' ) : : J q L : E . v m a . a . : i : a ~ C C ) E ~ ~ 0 = ; : , 0 c : w 0 ~ o . : 0 ( / ' ) z ~ C . . , Q - z f 2 a : : Q . . J 0 - ~ : : : i o ~ a z w Q c 5 I V > ~ f - - . c . . , ~ ( / ) ~ a : : : S [ D : : : ; ; . . J ~ L L J C . . , w L L J ( / ) i : ! : f f i V ) ~ . . J L L J e n c 5 g § . , : . : G : a : : - c n u 0 ~ [ 2 : : > 0 t - 0 : : : 0 a : : 0 . . a : : < a . . a . . f - - ' . : 1 1 : : ~ > - : : E - : . . . J e n ~ { . . ) 0 ~ z z 1 r : ; : : 0 . . . . . r : : 0 c . , a . I ~ z ( / ) 0 ~ z D E S I G N P R E S S U R E ( P S F ) c i f i 1 0 c . , e n O I J T S W I N G z . c G S ~ . . . , : : t : ( 0 1 / ) P O S I T I V E N E G A T I V E 0 : : : ~ : : : : , a : : : 0 i i 0 + 5 0 . 0 . - 5 0 . 0 C ~ L u c § 1 / ) ~ ~ a . + 5 0 . 0 - 5 0 . 0 0 : : : : : : : , 0 : : : I O " " + 5 0 . 0 - 5 0 . 0 r £ ~ ~ w ~ ~ ~ ~ 0 0 + 6 0 . 0 - 6 0 . 0 , - I ' ) 0 I ' ) " ' - - - + 5 5 . 0 - 5 5 . 0 z D A T E : 6 / 1 / 1 6 + 5 5 . 0 - 5 5 . 0 S C A L E : N . T . S . + 5 5 . 0 - 5 5 . 0 D W G . B Y : J K C H K . B Y : L F S + 5 0 . 0 - 5 0 . 0 D R A W I N G N O . : F L - 2 0 4 6 1 . 9 S H E E T _ 1 _ O F 1 . J . . □ z 1 / J f - z ~ . J : : J 1 / J z D L J C J z 0 . J : : J C D ~ C l ' . I l l .--< r-,j cii ;;: "CJ ,...; .--< ~ .--< \0 "" 0 N ..'.., u.. ~ LU a:: a:: :::::> u ' ;::::-.--< 0 ~ .--< \0 "" 0 N ....I u.. ---"' 01 C: -~ ~ 0 ' y. I.J'J I.J'J ~ 1§ ::, t 2 ti, .--< \0 "" 0 N ..'.., u.. ---"' ;;; > e C. C. <( t ::, "CJ e 0.. "' "CJ ·c: ~ ' ~ LU z <( :::;: a:: LU 0.. 2 f-"' E lii ~ ~ C: QJ Y-~ COMPOSITE CAP HINGE STILE (ENGINEERED WOOD) COMPOSITE HINGE STILE CAP (ENGINEERED WOOD) r 36.0' MAX. DOOR _1 I PANEL WIDTH I (3\ \_2~ . /1\ I -7v7 \V ;II I I-I <.'.) iii I _J UJ z <( 0... a,: 0 0 0 ~ ~ ro CN 0.: r--. 1, I <.'.) 21.12"MAX. = z U") -D.L.O. • N U") ::'.S LIP LITE GWING l~ . x· 0 2. . e -ci t ~ >< <( I ~ ~ ;II ~ (") -0 I t I I• • [> Gl G2 I-I <.'.) iii I _J UJ z <( 0... 0 . 0 0 >< <( ~ ro CN g: EXTERIOR INTERIOR L O C K B L O C K S T I L E HORIZONTAL CROSS SE C T I O N ( 1 2 . S ' L O N G L V L ) ( E N G I N E E R E D W O O D ) Shown w/ Lip Lite Glazing EXTERIOR INTERIOR L O C K B L O C K S T I L E C O M P O S I T E C A P ( 1 2 . 5 " L O N G W O O D ) ( E N G I N E E R E D W O O D ) HORIZONTAL CROSS S E C T I O N Shown w/ Molded Open Lip L i t e G l a z i n g I ;II I I X I ;II I I r o L O 0 l e - t I - I < . ' . ) i i i I _ J U J z < ( 0 . . . a , : _ 0 0 0 > < < ( ~ ~ q 0 - . r - - . I ; I I I I r o L O X 0 l e 1 I ; I I I I I N T E R I O R L 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 F I B E R G L A S S S K I N ( 0 . 0 7 3 " T H K . ) B O T T O M R A I L ( C O M P . ) 0 - . a : , c i E X T E R I O R ~ a : , . . , - . . . ' t i " O ° ' e E o i 0 0 . c o 0 - . . . a . u . . . . e , , . , . . . D . . , , I ' ) . v ~ L L • c , C 0 E o 2 : : , " O • g c w Q 3 - 0 : 0 : : : : : > 0 0 : : 0 t - C l I C / J ~ ( / J 0 : : : : s l L J c . , ¢ : f f i e n i : = u G : : : : : , 0 0 0 : : a . ( / ) - J ~ a ~ G : l z C D ~ : : : E w U l 0 : : : : U l < ( 0 0 0 : : a 0 I i : < ( a . I - ~ 1 2 > - : : E - : i . . J c o ~ 0 0 e : z z " 0 . , . _ j : : : 0 ( ! ) l l . . C \ j z ( / ) 0 N z G : l G } : s 0 z ( ! ) e n . c ~ ~ . . . . . : : c 1 0 C l ) a : : ~ : : : , 0 : : : 0 L i : 0 ~ a ~ G j l l . . a : : : : : , a : : B: ..... cvi c'i :: "O cvi ..... ch ,....; ID 'St" 0 N ...'., lL ~ UJ er: er: ::::> u ' ;::::-..... 0 ~ ..... ID 'St" 0 N -' lL ---1/1 Cl C: ·3: ~ Cl ' u ---Vl Vl [:: iij 5 t, 2 in ..... ID 'St" 0 N ...'., lL ---1/1 iij > e C. C. <( t, ::::, "O e c.. "' "O ·c: 0 u::: ' ~ z UJ z <( ::E: er: UJ c.. 2 I-"' E a; g ll C: "' B ---ii. I-:I: c., iii :I: ....J UJ z < a.. 0,:: 0 0 0 x < :E to N ~ ....... HINGE STILE (ENGINEERED WOOD) COMPOSITE CAP HINGE STILE (ENGINEERED WOOD) r 36.0'' MAX. DOOR 7 I PANEL WIDTH /3\ "-D /1\ I \2__) ;1! I I 26.0" MAX. D.L.O. (FLUSH GWINGJ X e G) I v l t tn LI} 1 5 z N :::s c., :I: V) :::> ....J !:=. ci _J ci x < :E &:> (") C") -0 ;!l I I _l HORIZONTAL CROSS SE C T I O N Shown w/ Flush Glazing EXTERIOR INTERIOR HORIZONTAL CROSS S E C T I O N Shown w/ Flush Glazing I ;!l I I I-:I: c., iii :I: ....J UJ z < a.. 0,:: 0 l X e 0 0 x < :E to E ) - t t o L I } N ~ I ....... ;!l I I A 1 . 1 9 8 " 1 . 8 7 5 " 7 C O M P O S I T E C A P S T I L E ( E N G I N E E R E D W O O D ) i - - 1 . 8 7 5 1 1 ~ I 1 . 1 9 8 " , - 1 - - . . . - ~ L O C K B L O C K ( 1 2 . S ' L O N G W O O D ) C O M P O S I T E C A P S T I L E ( E N G I N E E R E D W O O D ) I 3 5 . 8 1 ~ ' M A X . D O O R l I P A N E L W I D T H ( 4 \ ~ ~ 1 2 \ I \ 2 _ _ ) ; ! l v I I I - : I : c . , i i i : I : . . . . J U J z < a . . 0 , : : 0 X e _ t 0 0 x < : E ~ E ) t t o L I } q 0 - I . . . . . . . ; ! l I I O - r o 0 ~ 0 0 0 I L . . , . . . . , . , . . . . . . . \ ~ \ : < ~ ~ < · : . ! • - ~ : - • . ; _ 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 . ) I N T E R I O R E X T E R I O R ~ : : : : : i C l 0 0 : : : 0 . . e n z 0 e n c 5 0 : : : [ l z [ I ] 1 - z < i ~ ~ : : : J 0 0 [ I ] o z l ' ) C \ 4 . - 0 D I z u _ l _ _ 1 - 1 - - - 1 . . . . . . . 1 - . . . 1 . - L . . . . l : : : L - I l ! I S C A L E : N . T . S . g t - - - - - - - - - 1 : : : J 1 D A T E : 6 / 1 / 1 6 z I I 1 ~ D W G . B Y : J K 0 4 1 - - 1 . 7 1 " - l 1 - - 1 . 7 1 " t - - - - - ~ > B O T T O M R A I L ( C O M P . ) [> [> ~ ~ ~ > DOOR PANEL DOOR PANE L D O O R P A N E L 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 D R A W I N G N O . : ~ ... __________ eo_o_K ______________ -=_H..:.y_bn_·d_o_o_o_r _ _ _ _ _ _ _ _ _ _ _ . . : : : : : : : . _ : U : l _ : D : o : o : _ r _ _ _ _ _ _ _ _ : : : : : ~ s _ h _ o _ w _ n _ w _ / _ F _ 1 u _ s h _ G _ 1 a _ z i _ n g _ _ _ _ _ _ : : : : : : : ~ s h _ o _ w _ n _ w _ / ~ F l u = s - h ~ G ~ l a = Z 1 ~ · n : g ~ - - J ~ ~ - F ~ L = - ~ 2 ~ 0 ~ 4 ~ 6 d 1 ~ · - g ~ j ~ S H E E T _ J _ O f j _ J _ ( Q ) [ > ..... ,...; ;t "O ,...; ..... d, ,...; IO g N ...'.., IL ~ w ct: ct: :::i u ' ;::::-..... 0 c:!, ..... IO V ~ ....J IL -.;, Cl C -~ ~ 0 i6 ~ 2 tn ..... IO V 0 N ...'.., IL ---VI 1 0. 0. <( t :::, "O ~ rtJ "O ·c 0 u:: ' ~ w z <( ::E: ct: w a.. ~ rtJ E ru ~ C ., ~ ci. , # I ;;/ / , 1, X I 1 / 1 / . ~ I . I S E E H A R D W A R E C H A R T , , ' F i b e r - C l a s s i c / S m o o t h - S t a r D o o r P a n e l O p t i o n s . . . . . . . . . . - - - · - • - . - - · · - . . . . - . . . . . - · · · · · . . . · . · · · • • · H A R P W A R { r A s f r / < < . . . . . . , . . . . . . . . . . . . - . . _ . . . . . , _ , . , . . M A N U F A C T l l R E R . • · . · . · . : · . . . · · . . : S C H L A G E K W I K S E T H O P P E , 4 1 · I ~ I [ K N O B : F 5 1 D E A D B O L T : B 6 0 K N O B : S I G N A T U R E S E R I E S D E A D B O L T : S I G N A T U R E S E R I E S ( 9 8 0 ) M U L T I P O I N T : H L S 9 0 0 0 S E R I E S ( 3 p t . M a n u a l T o n g u e ) - - - , , , - - ~ ~ Products a p p r o v e d i n c l u d e a l l e m b o s s e d a n d r e c e s s e d p a n e l d o o r s . S i m i l a r g l a z e d p a n e l c o n f i g u r a t i o n s a r e a l l o w e d . Pane l s s h o w n a r e f o r i l l u s t r a t i o n a n d a r e r e p r e s e n t a t i v e o n l y . a : : 0 : : ) Q ~ a I C l ) ~ ~ ( / ) a : : : 5 C D L , J C . . , ' . : : ! : ~ f f i w 1 / ) 1 / ) e n < ( . . : : G : a : : u 0 : : , 0 1 - - 0 a : : a : : < ( a . . a . . I - ! x : : : : i ; - , I : : ! t ) 0 E z z " 0 - - j : : : 0 a . . C \ I 0 G : l B z . c ~ . . . . ( 0 a : : g 0 0 I : : ! a ~ c § a . . a : : : : ) ( / ) z 0 j : : : ~ - J L t . J f 2 > - . . J C D I : , : z : e n ~ z 0 I : , e n G S ~ : : : i e r : t : ~ c 5 a : : t J z l l J 1 - z < ( ~ : J l l J z l ' ) C \ 1 . - 0 D z [ J 1 - - ' - - ' - . . I . . . . . J . - . i . . . . J . . . . . i . - 1 [ ! ) D A T E : 6 / 1 / 1 6 Z S C A L E : N . T . S . g 1 - - - - - - - 1 : : i D W G . B Y : J K I D C H K . B Y : L F S D R A W I N G N O . : F L - 2 0 4 6 1 . 9 ~ 1 - - - - - - - - l ~ .__ _______________________________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . . . J . s _ H _ E E T _ _ _ ; : : 4 = - o _ F - = 1 3 = - . . . J @ .... -.i-ci s: ,:, l"'i .... ~ .... \D ~ 0 r,j ...'., LL ~ L1J IX IX ::::, u ' ;::::-.... 0 ~ .... \D ~ 0 r,j -' LL --"' Cl C .?: ~ 0 ' u --1./') 1./') ~ -;;; 5 t 2 ti .... \D ~ 0 r,j ...'., LL --"' -;;; > e C. C. <( t ::, ,:, e 0.. "' ,:, ·c: 0 u:: ' ~ L1J z <( ::.: IX L1J 0.. ~ "' § QJ ~ fl C QJ 0 --~ <I b <I " ,1 ,, b <I b " b ,1 <I <I b :,i b ,, b " b ,1 <I b 1-1/4" MIN. EMB. (TYP.) b C 0.15" C-SINK (TYP) INTERIOR HORIZONTAL CROSS SECTION Shown w/ 2X Buck Outswing shown (lnswing similar) E X T E R I O R [ 7 l > " " l > 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 w / 2 X 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 ) I N T E R I O R 1 . 1 5 " M I N . - - - - - E M B . ( T Y P . ) 0 . 1 5 " C - S I N K ( T Y P ) C 4 0 . 0 . 0 . 4 D . 4 D . 4 4 0 . D . 4 0 . 4 0 . 4 0 . 4 0 . i . - . . - - - 1 - - - - - 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 / 2 X 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 ) E 1 - 1 / 4 " M I N . E M B . ( T Y P . ) C c : : : : > o g : ; g I V J ~ ( / ) 8 : i ~ i ! : 8 5 e n t = - - = C i : ( . ) : : , C l 0 Q : ' . a . . 2 - - 1 0 ( 3 : : : > ; : : : : e n C c : > < ~ ~ ~ ~ V > 2 : - - 1 0 m : < e ; : : : : : : : ! : i - : ( . _ ) w 2 : 1 . u e n e n 2 V > < - V > Q : ' . a : : V } 0 0 0 : : c a : : I i : : ( . _ ) ~ I - : ! s : : 1 2 > - : : E - : , . . . J I D I : ! 0 0 ~ z z r - . . . 0 . . . . § : 0 c . , ~ z ( / ) 0 f i 3 ~ z t i : l 0 z c . , e n ~ . c G S . . . . . : r : ( 0 ( / ) a : : ~ : : , 0 : : : 0 G : 0 I : ! a I . L I ~ ( / ) ~ Q ~ a : : : : , a : : C J z e n 1 - z 4 : ~ : J e n z t ' ) ~ . . . . o □ z ( J i - - - - - . . . . . . i . - . i . . . . . 1 - . . i - . . _ _ 1 . . . . . 1 l ! I D A T E : 6 1 / 1 6 z S C A L E : N . T . S . g 1 - - - - - - - - - 1 : J D W G . B Y : J K D l C H K . B Y : L F S D R A W I N G N O . : F L - 2 0 4 6 1 . 9 ~ 1 - - - - - - - - - 1 ~ L--------------------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L . S _ H _ E E T _ _ . ; : = 5 : ; ; : . . . o _ F - = 1 3 : ; ; : . . . . . J Q ,...., .,; cii 3: ""Cl rvi ,...., c½ ,...., <D "'1" 0 N ...'.., ~ ~ 0::: :::) u ;:;:-,...., 0 ~ ,...., <D "'1" 0 N -' u._ --Vl Cl1 C "§: ~ 0 I§ B 2 v, ,...., <D "'1" 0 N ...'.., u._ --Vl "iti > e C. C. ..:: t :::, ""Cl e Cl. !ti ""Cl ·c 0 u::: ' ~ w z ..:: ::;: 0::: w Cl. ~ !ti E OJ ~ ll C OJ B --ii. J 1-1/4" MIN. EMB. (lYP.) " <Os;} . ., " ~ ·" ., ., " s;J " " " -+-----C 1 X Buck to be secur e d t o masonry by others INTERIOR HORIZONTAL CROSS SECTION Shown w / 1 X sub-buck Outswing shown (lnswing similar) " ' D , t , " ' D , " ' t , . t , t , 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 w / l 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 ) t , I N T E R I O R q Q v ' Q 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 / l 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 ) E 1 - l / 4 " M I N . E M B . ( l Y P . ) j ; 0 0 . . , : : : : : : : . " O - 0 o - f E m ! 2 . g _ . c o 0 1 1 U v ' - U l l ' ) o . v ~ I I . ' . . I I C 0 E o 2 : , - 0 • u c w g 3 - 0 : a : : : : : , 0 a : : 0 1 - - C I ( I ) ~ ( / ) f f i : 5 : r : ~ 1 - - l : 5 I l l i - : - : G : u : ) C 0 0 : : Q _ ~ I l l : : : i : w e n e n < ( 0 : : 0 I - 0 : : < ( Q _ I - ~ ~ - . , ~ 0 0 ~ z z " 0 - j : : 0 0 . . ( " I 0 G : l B z ~ : S ( 0 n : : : ~ 0 0 ~ a G ' . i c § ~ n : : : ( 0 . . . . . " . . . . . I ' ) ( " I 2 - J O c ' . S ~ j : : : I l l a : : > < : 1 . L . J . - - : : : : , ; . . . . . . . . . ~ ( / ) 2 : - - 1 0 : < ( j : : : i - - : : o 2 : 1 . u ~ ( / ) a : : ~ 0 0 : r : a : : ( . ) ~ > - . . J e n C , z ( / ) ~ z 0 C , i n : r : G S C l ) : : , 0 : : I i ~ r 5 n : : : " - . . . . . 0 z D A T £ : 6 / 1 / 1 6 S C A L E : N . T . S . D W G . B Y : J K C H K . B Y : L F S D R A W I N G N O . : F L - 2 0 4 6 1 . 9 S H E E T _ § _ O F j _ J _ t i ~ U 1 I - z < { ~ : i U 1 z D t J [ ! ) ~ 0 J : i m i e r ' ° ~ D N Q ) ..... \0 en ;: -a ..,.; ..... ch ,..; ,J:) .... 0 N ...'., LL ' LU r::<: r::<: ::::) u ' ;::::-..... 0 C:', ..... ,J:) .... 0 N ---' ~ V) a, C: -~ 0 "§ :, t 2 tn ..... ,J:) .... 0 N ...'., ~ V) .; > e C. ~ t :, -a e 0.. "' :g 0 tc ' ~ LU z <x: ::;: r::<: LU 0.. {!-. "' E ~ s ti C: .!!! g i:i. E I .. • 1-J:X. . . . ,; • . . EXTERIOR INTERIOR VERTICAL CROSS SECTION Shown Direct to Mason~ Outswing only w / 4-9 / 16' jamb 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 0 P S F i : o N C ° ' i < l 1 - 1 / 4 " M I N . E M S . ( T Y P . ) - - - E E X T E R I O R 1 - 1 / 4 " M I N . E M B . ( T Y P . ) ' - . n J : X _ . . . . . • 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 ~ O u t s w i n g o n l y w / 6 - 9 / 1 6 ' j a m b E X T E R I O R < l 1 - 1 / 4 " M I N . ~ - - - - 1 - - E M B . ( T Y P . ) HORIZONTAL CROSS SECTION HORIZONTAL CR 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 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 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 ( X ) ~ . . . . : : : : : . " O : 2 ° ' f E o i g g _ . . c o O f O , t Q . ( / ) I ' ) . v . , I L . . . . . i C : 0 E o 2 : , 1 J • 0 c : w ~ 3 - 0 . : a : : : : : i 8 ~ a I V > ~ V ) a : : : s L u ( ! ) ~ ~ . : - : c ; : : u : : : , 0 0 0 : : 0 . . ~ C D : : i e w ( J ) ~ 0 : : 0 I i : c t 1 - - : x : ~ - : , ~ u 0 ~ 2 : 2 : " - 0 - j : : 0 C l . . C \ I 0 G : I ~ 2 : . c ~ . . . . . ( 0 a : : f ? 0 0 ~ C l ~ ~ C l . . a : : : : : , ' 5 : ' a : : . . J z ( 3 ~ j : : < ( a : : ' . : : ! : ~ o i - : : . ~ I - . . J h l ~ 9 : ; ~ 0 ! : : : : ! v , a : : 2 o o : J : j : : ( . _ ) L u V ) ~ f u ( ! ) z ( j ) ~ z 0 ( ! ) c i 5 1 7 j ~ : : : > 0 : : G : L L J C / ) ~ a : : u z I l l 1 - z ; : : J I l l z l ' ) C \ 1 . , . . . 0 □ Z 0 l - - ' - - - ' - - I - . . L - . 1 . . . . L . . . . J . . - I l ! I D A T E : 6 / 1 / 1 6 z S C A L E : N . T . S . g : : J D W G . B Y : J K m C H K . B Y : L F S ~ D R A W I N G N O . : l l ' . I ( ] F L - 2 0 4 6 1 . 9 - ... _____________________________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J i ! _ : : _ . . : : . _ d 7 ~ ~ ~ d - 1 ~ b . - Z J - I ~ S H E E T _ O F ~ . . . , Shown Direct to Mason~ Outswing only w/ 4-9/16 'jamb Shown Direct to Ma s o n ~ Outswing only w/ 4- 9 / 1 6 ' j a m b R .-< 0 ~ .-< ID st" 0 N ...J LL --VI Cl C: "§; ~ 0 1§ -e 2 i7i .-< ID st" 0 N ...'.., LL --"' ~ Cl. Cl. <( t ::, ,:, e a. "' ,:, ·c: 0 u:: ' ~ w z <( :E er: w a. ~ "' E ~ ~ ll C: QJ B --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 /2" 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 /'l' 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 1 t, t, E X T E R I O R t , ~ VERTICAL C R O S S S E C T I O N EXTERIOR INTERIOR t, ~ VERTICAL CROSS SECTION Outswing Sill lnswingSill I N T E R I O R S E E N O T E 1 t , E X T E R I O R 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 P u b l i c A c c e s s S i l l E X T E R I O R 9 t , ~ 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 a : : : : : , 0 ~ g I C l ) ~ ( / ) f f i : S : : c : ( ! ) 1 - - f f i Q ) . : . : t i : : u : : : , 0 0 a : : : 0 . . ~ V ) a C / ) . . J C / ) 0 o : : C a : : f : 3 U a : : : ~ - J i ! : I D ' 5 ' - - : l ! : i = = C / ) w e n 0 : : : 2 : e n W O < C > i = = a : : : ~ 0 C / ) I - a : : : ~ ~ ~ ~ . . . . J f n C J ) z 0 u 5 ~ C l : ' . □ z I l l 1 - z < ! s : J I l l z l ' ) C ' , j - 0 D z C J . . . . . , . _ _ . . . . . . . . . . . _ . _ _ . . . . . . . . . . . . . . . - - I [ ! ] D A T E : 6 / 1 / 1 6 Z D S C A L E : N . T . S . . . J : J D W G . B Y : J K m C H K . B Y : L F S ~ D R A W I N G N O . : I { ) F L - 2 0 4 6 1 . 9 ~ 1 - - - - - - - - - - 1 ~ S H E E r _ l L O F Q r , ; , '---------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - - - = = - = ~ " , , ! , R:\Clients\Toerma Tru PERMANENnA -Florida Product Approvals\FL-20461 Structural TT 55\C -Drawings\FL 20461 (2017) -CURRENnFL-20461.9-13.dwg, 8.1 3:: -► =< V, .,o ..:_.Z ;;o -< IX, C: n ~ >, 2: n 6 ~ :z ~ .,, ~ ~ :t rn ~ 2: n ::c 0 ~ -2: ~ • . , I . ~ 0:, C () ;,,; I ; . 16"MAX j I 0.C. (TYP.) -.. -n ;;o )> 3:: I ~ -o =< 9" iJ L... ..:_. )> 3:: ~ 4" (TYP.) __\ . I . . I f ..... :n,, • .-.. ,. .. ~ ·: ·. m I •·· I I I I I . ' • . '. 4 • . . 14"MAX. I-O.C. (TYP.) I ?}" ... n i I I m )> ~o iJ 9" ~ I • L... -► ~o ~ "" 3:: -X X ~ v,~ ~ ~ on () () z -I ;,,; ;,,; ~o -I 6"(TYP.)__j ~ l ~-- .... . •.· • . b b ' .. ""'= =< ~ 1 CT 1iL . II I b II I . b ' II 1· • · l- ~ 0:, _lo =< I ~~ 0 0 ~ r- w iJ ~ -n CXl Ix !E"-' V, .!... ~ ,,,11111,,,,, ,,,, SCHAf1~'111, ,, t•,·••••••••.V)', ~ ,,' "'·····\)CEN--··.. 1~ ' .· •, .,,,,. ' . . -.... .· ...... . ·. - 10/09/18 ~-a \ --..______ ~ .... PRnnl lf'T• Documents Prepared By: ~ •• STATE OF .• ~ .::-,. ~--........ -Lyndon F. Schmidt -:,~ ~c:••.~OR\0~.••• (f ~ (II t:>OOVI~ I I~ ................ 0 • ::i:: ,,1~~~r:l 8 P.E. No. 43409 "'111~"8/Q•••••. ~~ ,,, 1,111 NA'-,,,,,, CD BUILDING CONSULTANTS, Mb'.11 \ J\}W P.O. Box 230, Vclrico, FL 33595 Phone No.: 813.659.9197 I THERMA-TRU r-~ ~ ~ . J FIBERGLASS DOOR 1(0 I •• •• o, ~ ~ z '-._ 3 10/09/18 REV. DOOR PANEL OPTION NOTE MT 0 ~ .. · _. 2 7/7/17 UPDATE TO 6th ED (2017) FBC JK I PART OR ASSEMBLY: .., ~ ~~~I~ 1 3/22/17 REVISE FLUSH GLAZING LFS I 1~ t0 NO DATE BY I BUCK AND FRAME ANCHORING REVISIONS FBPE C.A. No. 9813 20 l 6 R.W. BUILDING CONSULTANTS INC. .-< "' c"i ;: "O r-i 7 Cl'I ....; I.O V 0 ~ LL ~ UJ er: er: a ' R .-< 0 !:::!, .-< I.O V 0 N _, ~ Cl C ·;: ~ Cl ' y Ul Ul iti 5 t 2 t;; .-< I.O V 0 N ...'., LL Jii ltl > e C. C. <( t ::, "O e c.. ltl "O ·c 0 u:: ' ~ UJ z <( ::;: er: UJ c.. ~ ltl E :;; g ~ Cl) y 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 LATCH & DEADBOLT STRIKE DETAILS (Standard Deadbolt Strike Plate) SEE LATCH & DEADBOLT DETAIL 7 ½ .± ! . i' o CX ) fr, ~ ll) j 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 ) S E E H I N G E D E T A I L ( T Y P . ) • • • a . . 0 I - ~ a : i 0 ~ a , : ~ L L L L f r , 0 " ! H I N G E J A M B a . . 0 I - ~ a : i 0 ~ a , : < ( L L - , : L L ~ o 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 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 : : J 0 0 c : : : c . . u z i n 1 - z < ( ~ : : J i n l " ) C \ 1 - 0 ~ t - ' - - ' - . . L . . . . J i . . . . L . . . . . i : : z : . L . . . J u D A T E : 6 / 1 / 1 6 S C A L E : N . T . S . D W G . B Y : J K C H K . B Y : L F S D R A W I N G N O . : F L - 2 0 4 6 1 . 9 [ ! J z 0 . . . J : : J a J ~ i - - - - - - - - J □ S H E E T _ 1 0 O F _ 1 3 N Q .-< c:i .-< di ;:: "O ..,.; 7 CJ\ ,...; ID .... ~ t UJ er: er: a ' ;::::-.-< 0 ~ .-< ID .... Rl ...J LL --"' 01 C "§E ~ Cl ' y. V) V) I= "§ ::, 1j 2 in .-< ID .... Rl ...'., LL --.!!l "' > e 0. 0. <( 1j ::, "O e 0.. "' "O ~ ' ~ UJ z <( ::.: er: UJ 0.. 2 I-"' E :;; s ll BACKBEDDING COMPOUND SHOWNw/ 1/2" GLASS BITE CUT-OUT "'-PANEL "~~ 1/2"-9/16"THK. GLASS 1 /8" TEMPERED GLASS AIRSPACE 1 /8" TEMPERED GLASS DURASEAL ALUMINUM OR STEEL SPACER G l GLAZING DETAIL BTS Lite Frame BACKBEDDING COMPOUND SHOWNw/ MOLDED OPEN PANEL Door Panels 1 /8" TEMPERED GLASS #10 X 1-1/2" PPH PLASCREW DURASEAL, ALUMINUM OR STEEL SPACER G2 GLAZING DETAIL BTS Lite Frame Door Panels 1 /2" GLASS BITE DOOR PANEL 1 /8" TEMPERED GLASS AIRSPACE BACKBEDDING COMPOUND 1 /8" TEMPERED GLASS DURASEAL ALUMINUM OR STEEL SPACER GJ GLAZING DETAIL Flush Glazing Door Panels I N T E R N A L G R I D ( G B G ) I N T E R N A L G R I D ( G B G ) ( O p t i o n a l A l u m i n u m S p a c e r ) 9 / 1 6 " I N S U L A T E D G L A S S I N S E R T O P T I O N S DEC O R A T I V E I N S E R T INTE R N A L G R I D ( G B G ) P R I V A C Y I N S E R T I N T E R N A L G R I D ( G B G ) ( O p t i o n a l A l u m i n u m S p a c e r ) 1 " I N S U L A T E D G L A S S I N S E R T O P T I O N S I N T E R N A L G R I D ( G B G ) I N T E R N A L G R I D ( G B G ) ( O p t i o n a l A l u m i n u m S p a c e r ) 5 / 8 " I N S U L A T E D G L A S S I N S E R T O P T I O N S W R O U G H T I R O N I N S E R T M I N I B L I N D ( A l u m i n u m S p a c e r ) P R I V A C Y I N S E R T 1 - : c 0 i D : c d _ j c i ~ C " ) - 0 ' - - - t o N C " ) _ t 3 . 2 5 . . _ j D # l O X 1 - 1 / 2 " P P H P L A S C R E W B T S F u l l L i t e F r a m e B T S L I T E F R A M E J A 1 / 2 " & 9 / 1 6 " G l a z i n g L l f ' J L ~ - 1 . 5 " ~ t 3 B B T S L I T E F R A M E ! " G l a z i n g a : : C / ) 0 - . J : : ) Q ~ ~ a I V l ~ a ~ V ) ( ! ) a : : : 5 I D z : : i i : L , J c . ! > w N : r : a : : C l ) : 5 1 - - L J . . 1 C l ) i n < ( ( ! ) i = - : i : i : ~ u 0 : : : > 0 ~ 0 ~ < ( a . . a . . I - ~ : : : ! : ~ ~ 6 ) ! : ! ( . ) 0 e : z z " 0 . . . . j : : 0 c . , a . C " i z ( / ) 0 ~ z t . l @ 0 z c . , e n . c ~ ~ i o ~ a : : g : : : : , a : : 0 i i 0 I : ! a L u c § V ) G ' . ; a . ~ a : : : : : : , a : : c o " " . . . . . . . . . . . . . w ~ 0 . . . . I < " ) I < " ) C " i . . . . 0 z D A T E : 6 / 1 / 1 6 S C A L E : N . T . S . O W G . B Y : J K C H K . B Y : L F S D R A W I N G N O . : F L - 2 0 4 6 1 . 9 S H E E T O F j J _ C gL ____________________________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ = _ _ _ _ _ _ _ , . 1 . 1 . ii. i : . i ~ e n f - z ~ . J : : J e n z 0 0 ( ! ) ~ 0 . J : : J m ~ C l ' . I ( ) ~ D N ( Q ) ..... ..... ..... CJ> ;:: -0 ..,; ..... d-, ..... U) g N ...'., t ~ a:: ::::, u ' ;:::-..... 0 (::!, ..... U) g N -' LL --U'I 01 C: -~ ~ 0 ' y. Vl Vl [:: ~ t 2 in ..... U) V ~ ...'., LL --U'I "jij > e C. C. <( t :::, -0 e Cl. "' -0 "§ u::: ' ~ LU z <( ::.:: a:: LU Cl. ~ "' E 1i; ~ ~ Q) s1 ~ i------------7.59" ----------1 32 INSWING THRESHOLD lnswing Basic Composite Adjustable Sill 7-1/'l' 33 INSWING THRESHOLD lnswing Basic Fixed Sill I .. 5.75' -♦-----' L ;;@'.{OJ?)'.}?~ 34 INSWING THRESHOLD lnswing Moderate Climate Sill 1-3/8" 1 · 5.75' -~ ___J~r=,...:1 f to ~ 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 1 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 " - - - - - - . . - ! 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 " - - - - - - - - l - 1 · ~ @ P U B U C A C C E S S T H R E S H O L D t o c i I 0 , . c i ~ I . . 4 . 5 6 " • I ~ t ~ i f ~ i q q ~ 2 . 3 6 1 1 - - - l ~ 1 6 O U 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 i - - - - - - 4 . 5 6 " - - - - - - i 1 7 O U 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 . 7 5 " _ _ _ _ _ _ _ _ , 1 8 O U T S W I N G T H R E S H O L D C o m p o s i t e / A l u m i n u m S i l l { T h e r m a l B r e a k ) _ l n n r ~ 2 . 0 6 " l _ h & : , - 0 c i ~ c o . . . . . . . _ , , : 2 o - f E 0 > 0 0 . . . _ g _ . c o f m o - t Q . I ' ) . - t f L L I ) C : 0 E o 2 : : , " C • 0 C : I J J ~ ~ a : a : : 0 = = > o ~ a I V J ~ V J a : : : 3 1 . u C c : > ~ £ ! J I l l , : . : L i : u : : , 0 0 0 : : a . . . ~ m ~ w 1 / ) 1 / ) < 0 : : 0 I - 0 : : i f . 1 - : : . : : : : : E - : , ~ 0 0 ~ z z " 0 ~ i : : : 0 0 . . . ( \ j 0 r i : l E : l z . . c : ~ . . . . ( 0 n : : : ~ 0 0 ~ a G ' . i ~ 0 : : : : , ~ z L L J z 0 a _ : : : E 0 0 ~ > - . . J C D c . , z C f ) ~ z 0 v i : t : ~ C l ) : : , 0 : : : i i ~ ~ n : : : C J z I l l . . . . z < ( ~ : J I l l z l ' l C \ l ~ O □ z [ J j - 1 ~ . . . L . . . . J - . . J . - . l - L . . . . I l ! l D A T E : 6 / 1 / 1 6 z S C A L E : N . T . S . g 1 - - - - - - - - - 1 : 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 . 9 ~ 1 - - - - - - - - - 1 ~ S H E E T _ 1 2 O F 1 3 " ' '---------------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - - - = = ; . . . _ . . . : : : : : : : : : : : : ; . . . . . J - 9 .... ,.,,; .... oi ;: "O ,,; .... ~ .... '° st" 0 N ...'.i u.. i:=-z LU a,: a,: ::::, u ' ;:::-.... 0 ~ .... '° st" 0 N -' u.. --"' Cl C -~ ~ Cl ' y "' "' [::: e :::, t 2 tn .... '° st" 0 N ...'.i u.. --.21 "' > e C. C. <>: t :::, "O e 0.. "' "O ·c 0 cr: ' ~ LU z <>: ::;: a,: LU 0.. ~ "' E :;; g .l!J C Q) B --ii. rrEM # 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 MA TE RIALS 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 # 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) ADA 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 r r E M # W O O D 2 5 W O O D 2 6 - 2 7 S T E E L 2 8 C O N C R E T E 2 8 A 2 8 B 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 4 3 S T E E L 4 4 S T E E L 4 5 S T E E L B I L L O F M A T E R I A L S D E S C R I P T I O N M A T E R I A L # 8 x 2 - 1 / 2 " P F H W O O D S C R E W S T E E L # 8 x 5 / 8 " P F H W O O D S C R E W S T E E L L A T C H S T R I K E P L A T E S T E E L D E A D B O L T S T R I K E P L A T E S T E E L 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 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 4 " X 4 " H I N G E S T E E L 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 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 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 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 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 D O O R P A N E L ( B O O K ) - D O O R P A N E L ( H Y B R I D ) - D O O R P A N E L ( U l ) - F L U S H G W E D D O O R P A N E L ( B O O K ) - F L U S H G L A Z E D D O O R P A N E L ( H Y B R I D ) - F L U S H G L A Z E D D O O R P A N E L ( U 1 ) - C O N C R E T E A N C H O R N O T E S : 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 . 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 . 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 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 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 . 3 . C o n c r e t e a n c h o r t a b l e : 2 " 4 " E L C O 1 / 4 " 1 - 1 / 4 " U L T R A C O N ® 1 " 4 " T A ~ i o N ® 3 / 1 6 " 1 - 1 / 4 " A S S H O W N 1 - 1 / 2 " 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 : 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 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 . \ \ \ \ I I I f l I I l 1 1 . . , . . . . . . ~ ~ = > 0 0 C t : a . a : : 0 : J o g ; a I C l ) ~ ( / ) a : : : 5 L L J ( ! ) ~ f f i e n G : C / ) . . J s ; a : : I = ! ~ ~ m : : E L , _ w O V ) ~ : : J C t : e n 0 ~ ~ t J z e n 1 - z ; : : : J e n z I ' ) t " l , . . _ O o z t J . , _ . _ . . . . . _ _ . . . . . , _ _ . . . _ _ . _ _ . . 1 . . . . - f I ! ] D A T E : 6 / 1 / 1 6 Z 0 S C A L E : N . T . S . . J : : : J D W G . B Y : J K [ I ] C H K . B Y : L F S i t - - - - - - [ l ' . D R A W I N G N O . : I l l F L - 2 0 4 6 1 . 9 D S H E E T 1 3 O F 1 3 N 1.------------------------------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - _ _ _ , ; = . . . . . . ; ; ; = - - - 1 ©