WS-10-445 Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 144953 Permit Number: WS- 3- 10445
Scheduled Inspection Date: June 03, 2010 Permit Type: Windows /Shutters
Inspector: Bruhn, Norman Inspection Type: Final
Owner: ALLEN, MATHEW Work Classification: Door Replacement
Job Address: 1290 NE 102 Street
Miami Shores, FL Phone Number
Parcel Number 113205022002
Project: <NONE>
Contractor: RC CONSTRUCTION & INVEST, INC Phone: 3061975 -4156
Building Department Comments
Inspector Comments
Passe CREATED AS REINSPECTION FOR INSP- 144545. No Access NB
Z ��
Failed
Correction ❑
Needed
Re- Inspection ❑
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
June 02, 2010 For Inspections please call: (305)762 -4949 Page 25 of 39
A r '
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138-0000
x^ Phone: (305)795 -2204
Expiration: 09
Project Address Parcel Number Applicant
1290 102 Street 1132050220020
Miami Shores, FL Block: Lot: MATHEW ALLEN
Owner Information Address Phone Cell
MATHEW ALLEN 1290 NE 102 ST
MIAMI SHORES FL 33138 -2618
Contractor(s) Phone Cell Phone Valuation: $ 1,40
RC CONSTRUCTION & INVEST, INC 305/975 -4156
_ — Total Sq Feet: 0
a
Type of Work: REPLACE FRONT DOOR Available Inspections:
No of Openings: 1 Inspection Type:
Additional Info: BUILDING
Classification: Residential
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $1.20
Education Surcharge $0.40 Invoice # WS -3 -10 -37333
Permit Fee $110.00 03131/2010 Credit Card $ 69.20 $50.00
Scanning Fee $6.00 03/18/2010 Cash $ 50.00 $ 0.00
Technology Fee $1.60
Total: $119.20
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated.
March 31, 2010
Authorized Signature: Owner / Applicant / Contractor / Agent Date
Building Department Copy
March 31, 2010 1
k 'sue z i k 5 k { r t ,l 'c ,� ' �'° a "a€ , 'c r � ' b b �'+` s
r
d 3 �r } o a � 3 ` '� ,
ws . v., ,t „.- �, Irr< " P..
r .. k �� ��� a - 't.
.� a � y r' T 4 ?.; y , Y ,� S x s rd
P n r x `-`�' ,� a?b - 4 7 . , �. "4 r 4 I a s �f� � s� 11
� x a �.^ iw ' ^ S a L „« , Y t � . d a � ti X �� v k .as k ` _
st ,E a
t C _ rf ,, d J h` � t �
I `w r r L `1 ,' v `' P i 3 S `h `P.
w
I ,, «p eF �: r a ti.._6 '' x " St '� '�� " e "' `�3�„p �z` '` N� '� 1P
1i' 4 Sh i'.1 h
a 0' _ f _ x U a u ,z . . �I i Jj f , , " 'T u
, s }
I � ° r � M �'
x? y - "� F e� ti t r 3 �* °r J c"�AG4�
,9a r!' �itAw 11
wzl; _ t n E& ^3; J s ,4 b '4 a �` * rat # r �; -a ki it _,.
1. }- �t x - . 1P.
+ �> a Y ,r d t2 � r a l�s r �, ,' ,t r ti
d e .r7 � k y 4 . - a.,, rb { t`5 .r .Sa ' 'P +�r�.
b -'` f . ,� ii a -a a ` �, `
u a { w� x�
( i s v P j ` is 3 - f .i s '- i -" t >r� i's 4 r ';� b y .
t= w r a a n f x- 11
r f 1 } 4 11, _ A9, : *t i y .a r a �r , r. $ F y ,N k t -'" ,z! b 11
C ' r - a _ ,�.t' x�' fi n, > 33 tea•., - I f `' f �r w `r *�, , '` Y - a 'Ma y s, 1
r z kt �^ST,`[Y _��'� :�_i ' '.."'''�� �'»' v` -3 191 j. 11 I r.
r
/�
d
tt+ _ W-' y1, .� 3 r t s ' `' ,' F Y ' '� ` ;�4 �^� 3: �' sv' y :� tt * r ry . TIO I
Y '�4 'Y Y T P kri f 3 }x V 4 '}' E x X 'r k , f I
I b � , z r kK 'k d ii ar n '�` x p * r �' '
11— y� jy
f 4 i c nR. w+ea 1 ray o.— s - t £ In. fi f a i;
s r n a„ r' `N , i � —a ,u x i 1v
Y o A ' .e '"� u' S A Y 5 1 i a.5:: `. 11 "I
'� R s it - I IL
i t b r - z s �f �"krt s r r r�' V ,
b jl�.�llF *' { 9 ( R Fif
` ' t G 1 i ' _ C d'i+r � 4"�4 it >S " , I I
�: r a 1 r -� t y t '�,'a.
r d 9 . ,y, _ 8 �,�.
, 11 a- c 4 • k �.: '` - { d c -1 3 c i 11 d` t t y ,�� d i 2a'
r
J c ��, ft ro , 7 '� Y { �,
3"',�' ^:Y—m+ -- ��'� � 1 �w�lRn' � { ,� � LL ; CS�� �.� � r r s�Y 6 �
k 4 �) ,, # ' m ., - to t 4 w'* of 1 r"
n s pa r ` �f ra a4
S ` R R'T"'l 1Y! A t q E 5 Y n
t r t s L >� x-x j r a, Y' ¢ b �v �E a , 1. 11
s aR ! ,. „wa s z-t„ru eel t� �n �h t s
— S' r x a, ,;t , t' x t a 7 n' , I,
c t r �, s>r x w a z fir gs x` r a 7 } t �c WA A r, pr's � 7 a ' r ' ^. a Fi
r
�t "'a -�
r �. , l 6
T
r _
d P a x l v 'rf.
N
�a I . — 1� I .. 1—
�'<rb_ _ .� �, _ ��3 11
'd�' `F 3.3. _..3 k� ! £, #?.lifi3 Six : .3£1 ����.£za '33, 3:'?:, b ,^ 1.344 a�� =. •i3 ,# . ;Sea::. =,'fi ;- :v,1,. � to £�,.
, �, a r>4r .,-3.+ 3' -£.. s� � r , .,� ?.. �s � r#'stss 7>3}'.; , 'ri� _.: �} # �.: ,: ^A "333 . •.. >„ � a, 3t , "�..3 : �. ...�. ,�-. £€=£y. „ > .,:. .,,i=f'.
s'3 F $..,i£S � £ £ a#. ,- �.'s>^� - -^�` }�} s 3 +, 1>s•.: -;k1 , }sr 3£� �£��� f?fi� Sit a ��.. .� #, _'13 = .�a,.. {�' } 't � v ; €s €�£S =;'.>, �,,'�£,`,
b'"'F�'i'SS a ! -:: 3 �' `� s r' £ �£�� , A P '"`.�, ".�.z•. �s ... � u 3 5 es�...'>r �-`.� rw �. r >� -. - - �f� �� .,F'" � � g y',3„" € .�. ; _
-
��
t4 �N - ... -: >. _� ,.. >.. '� s};e � 3kry } £, a tav i „ 44 e s � £� i• �
fi� � t... �a i lit •3, s gx ¢ £ d l�• � . a r} � s ,#g 4 ^, ";,�' w �` `4`
� ,} gg 1 t3 i 1 3 ##&& y 3� .. gy «n,�a •�,ti£ - i ' '� # 3 £, S� <A tYI�s;; °3r 3f r , a? N9�'hr ..:.,�� ltY_'3f,
vs,."? d,££ £5 £3£££3 q £ , �SS4 {. '3.€£i, a = =;>a,.: op}3; 3 �>=.r3 ie. al ;»• Ia: �, ?Jd 7 � 1 133 #, #n:, P1 - Fi31 3 #2 p ,��;
£?r} H #3'I .�f... �l� st '' • w }3 ,Y, z ,£,,.5, is7},1:... 'r".�. i §» :::} £ ��, - ..£P,v., ?t "
. r. } Y�"'t��,.53.>;�fi ,� £ -. 1� j S X1,1. r, �. ..$ .s.. bS.. }} 4 �£ , �i�N%Y >f3'<; -� #
' .. "�... � .n k 343v >afr' n��. fiaS. 3 � �} ,P,•� ,,, lv ;',�, 1 _:.. ;».; ky ':,i;•k �F1 xa ' f 3 ('# U.,, �, � ' aia£ ,.. <dd € #x k�:s'+,FR ;.:. v .. .ut�. �"y, il.}n_.
"r:.,'�' ... y� £a'� £3.;� }; ,.. €; SS{ €fa£iiSJ £ ;.£-- s -£...3 £' ,. ,, aY 5h F �N.. 3 £ '•33 't,rp �' 4t i ' u'F;}' d3?k.. �. .. .. .. SUU£Y _ T. _3'.:...�x„a.. .'>a +, t£ - - : # �
.,�r, r° ,' �£ yi. �£�L 7�13�J 3 .£sr..,i31 ' d a a �, '. ': �`4 S ..z '� J�P tl! � � @.> Y ha':'' " r Y�k.T''' er �3 .. ";°rt '
�.� �r .� ,�,£ ���.. u�i.. t ,fit x - a. � % � , �.•�s,�� s �'r t £ #Y r.. r' � . .za' "r �., a � "a i• �4�1�F 3��£}�� ,r '£`z" : £�h x :�i
�,' ;r - r t . L. r �: 3 W :. y ,. '�T " A' �'t. r � T � f yS'` -_- . i,° � _y�zt��' y,�, Yv w"' > 3. �t 3� ��
3f 41 £n # £T ,,, fnYS# }.ij - ,,i� eau - .4 $'� }?h" a tiit3R # 3' •3�i . 1' + 3 � x.3'.. �t 3 l ,`! �. f3 lxA. ,J#., a'u' '�.,? 1:., £t3 (t. ,. .,.. ££�., £ #,. -, ,SF:�.
-,a; # £f '� s •�� . �£ . .,, - i >� �.... �, , .''d F : ' �hl , n,i,v, �, .,,:£',,, m . 3s, � � £ x „i.' 1 •� r
£ }.. ;i3±eK. w fc ;£„3 -. v i'7i 1 .s, #£tt. ?✓.. � -. �, .,'. 7: ,.. ,.3 ..a ,.. '� ., > � ..< .,... t�, ,f. = rx ilJ'4 S ,.<.£_ �” n, sr.
<� 'i ... ;lc',.ui :� - €£ :........ ..,3 _ •t S}t 3,£34 313. ,. €x�.:: ... ,... €t d?>F �;R. 's. 3. -JZ�. �'?;� »�.h € .. , .. �1{ .. a. n: S., , w'�;� r 3 ,..,..
_ .cv:,, �} S a -.,£ 3 i } ik,- 3}S fv:: tl: r 3 S - _'•'v:.,'}:... -# ��;.;. ,. t r:. ; t \. 7 -:. �- r , ky'2 f� £�• "t7 � r£„a> �`�,Y F ' t F�x�ia 3?a 4'� u �p�u�'"'t F.
.2 �-�•,; . r,. ,,i „..%3 '� },��, � 333,;41 �s � ,.._,;'., al xtna' -' ...r. ara.. - i #1 # 3. ��'�..t a¢ £ r� ,.. 7 a �'".,,� � �i £� # #£�T�,, ��S`��Sxw : £�. ,. s�, � R� ,:.:�'''� �.��.�'t a £;t „, '�,�„-
?'7;k��n� w'.. gtiu":' '�., a ... ,. ; -£ N•a ^E �, , £3 y>S ��'a3£t}re£di 3'�t3�37� '1� t -:,a £�$ �9�`?; J �s�''i SP#�'��uk�� .cM. :::. ,',. ti'c i F���..'c. �'��.4'�:�
� =,7:t`"�j �,r3rtltrPiP£ }3t# t F�33 •£:_i�F�a � - # 43 ti a€.. � _ry.,a i ,�sil� .� �?��x 3 t33 }�S 1 £ ,_x �>"�_
'•n+ 7' -•. I. a xts:3r- ` 3 •2' s ' . ,N 3 ,i, ,,: k , �� ; 2 :..� '� s t s :{ ;� v' £ £ £ 1ct�..., ,> � :;: „�`� ;, ,,,.n .:, '£. �� x. . .
s +L %,itF� #. = � sx , t'�' � p P ; �' +... %� : �a3ar�"' �. u a s ,�•x � .. i� '3, � ,k - � £ �'3 �e �- t Jsd�' � .,- 3 f a � .a�} f icr� - >`
'O , >,, ,,: rc 3' .�, ;., .> , , "' 33 #!fY'�77l!:ia �u. tY'i3., a.. �.:. }.... - ::n L2$ 3£,.£b;3 t -; � 3•,' { 1 ,;,,, ,Y ,'} >. E .,,ia9 3�.,: £k t 3; .�d �,� '�'.. £ ;!•.3,a IV, i�
.�;a'vf a3 i ,. z ��`.;, 1Srn#d<tLU,a:Llly1 � �.,,v> � : , #'c#s�,,flP'?'�,; �s , , >��. 1'.? ? i 'H?4"",�era...,, 1 £ £ . $£1a, s3. y . t :. €�}S: �+�� w�;�.�. ,£ air'.. �,.trt•Fi�r77r' C �� ay�#�"�. r +3 3t� x P
�a1 -. ,>•.£ � ..� „� L)de. 3yfi?,(i �.a: z, a£ =1 - > a 3:..'Y?? 3 - �f'?} � s1"� n ',(,
- Kis1J�'t.,, .e . } i ..„ #.. - £3?.3 .R !£ - £ ?£?I £ u�YS.t? >., v ; } ; 3p - .£ -:,.4 r S 1.3: - {� S �.. •� >. � �3s3 _ir•Ur�SPr3�.. 9 'g3a 7= ,95; N,,.'
�' S S �- . � �i� a .: - -:b � £. jk 3Y - - 1 # nt1 }. �3,Yh a x) s� r • tan3,:,£ 334 u:'.��% .... �, a - 3 �£�1r3 }? i? 3'i,. -'
;F. Li. ,£ Y: } _ 3#• 3Y . 33� } , -a # U €4 >f -��6 t� "s ,,, n':. � ,s l � '. ..g s � s.:
3 ara�i, £ � .,, ��� �( i g. , a.. w. i } , -' J:.a. ! -. � a fi1 , €$, ; �.. 3 •. ...3.? s �.3.
♦u5L't i� £ t *. = =:;= re::� - 's3"� �•,. .,t %.:: - #t f - E £r .._i £�?' ,- 331rt ,: . <.z .,h,. } Ax ;a ,5,,.-F :x �r3 £ -3n .. - , C.
3.. - �. .a,a.. r. �, . # a :, ? _r a #_ at r a”? £ 7._ ;r ✓'.. `�. �k. v�* � a £,. >J - r.: : . .,..
_ g �,..» 7r.,�,.. 3 , £(3. ?F > u a u }, r, '•. Sh £u ,�: #£€ n r 7 �;.a u v II #.#% fi �� Y6r s ., 133 c x w r 1Y ,l £ - g ; . .R {,'Y 'b' a -,<
;_.. #� ## 3 F> u N a -� =�.•£r cr,R._.' '..i , ## f= ., ; r, #£�� r ri,;x;�i � j r �.. 3� rF� rs , �' 3 .,,r { gi �s�a �,Yr ��d f ��# r`� e '� �. '� #,r
£i #�£� 32�II >; S ,� M A y b S" �'� � ., } ;;`.. •te. k3?b k`� b k°' ��y,�
F
£
#
;r,' s�" 5 - .a,... , u.. r 3i .,.:, 4..a. 3v . }:: a� , ,.;..,. , �. u . r � # - Ju -�. < >r. � _. ,e...r ; #. 3£ � #r _,; }: - �. f'4.. - :.';,£ > 1 # S, - >•,r -. �: :';�. "�
� ' 3'3 r �, a s= },;�kr fnb r 1r �, =Y }: „ r'3 err , £1 >�1 #� tx;w. � � ��£�� # #a3r £'� �, s > . r+.�) F rra - f a�`�' #� N !I •Ff >r
.,_.� �. «z > �., �, � � . -, s., , 3s "u+'S' x . €� >€la- _av>h -. t n � _ zs.,� :r.2' 3a .3 �) ,a r `�„u'rk '��� �.�•',
.k., y.,,,,.,n.. ,.. £• Ytr,>, a S 5 ,,f yy33�� ,r.,,aa.: ?. �, �,rrr ;A. J m= ��� ££,.: - +: .; �'.'.
-
..
��� + ?j343s `f �;<3 £ s ""• ? t s� �, � f r f � r r � ,>Ut'�' f � � � _ �r� s .� ,;
y'�3i r S 3 f� ...;� - s &_ -» x,. >a 4 r ,�� s .e v, 3t_� v at3 .;� .; a , {. #i # >ak r� frl� w N> 3 ks v •. a,�,;aS,� �
i
"r`•v '.ir' �g ii i
d-
f {_
,S.nas
i r - S`3 #. h 3v.. ,} , -, �• .3. -.. r�� r 3 . ^:S 3. #:: rS .>E£#t`x. €. _��'`' .�� r
if. BSI- �• ! �:
9
W y .:... a z,3,:3 - ...,.3n..., a .f,. ,: ., rr.3, 3:: s i �r :- ,.L3,.?.. ., x. £. - ,., -... ;` �ar"�is .'-, -£_ £ £F- f, €r££3} -r��t. •- a £.. ,
=a.•� > a: - ..:. �.. .'u i < . 1 #£ ',.. 13j}j 43.2.., H 'ri. #?.. M� ar. "1 x ., x ? -'a �.. ., #.€ # # #...1£1 #£ YIi ,.r •.. �h� x't_ �j'2rS 3 : ,3_...{ (r ." �r - m' .`1.
.LF '�. � ' s - : P t ➢A£ z r � s �� �� 4aF r +air€ .
3- yy
4p? £ 3� ; ht � f :... P )s. !lfz n y- v�t�ta. � � t �t � 3. i �+d Y x � 3 £..., r# ,: �.3 .� . ,. Y A xi . 3=.,. .: ra 3 r� -:=a �:£ •. a , 3s� - Y
' i> ,,..,�4 .: .> a £ � a taw.. -� • >aa e::,.. k t::r. L 3 - � , a� �-x 4 aa .� �::;,,. a.. ,�,,: >. � - ,� m. t# .:
A a ..� �,,., � ; :�. 4 1 +'*T �'i� a €f7�. �, ` .... r r� .. ,tom .'S ,.L Y • €} 9 £ y.:. 'q=uaa,?'.�'•.`'
.�� 1� } as .w� 3 r -. € ,.a r t a' i3A 33 ., f3 .3l. €�£ i � �?f ,gg�a 'A ,F_�r3'� } j 3 3,3 3# a •t711S ,�.tS.$i.,.....3'�4 y £ #iU # ?#
�kn . s'' �� 3 £ #�,` ii �`.. ,. - .��t f >5 {. £ k 3 1 } t" 3 ': L t 3 ap:. 3a vl ,4 U�'4.r�Y, �� r!trj r y hb: 1 �� a � �,. �Y�� tn• � ��u l'3,�is� 3 .,�, v i "(�` #s;
r �
a i3a �.£ 1 r.£� 3 il #"' - �i� <. i rL ># a +2 ii . •' -S x�a'�.l�a, r3 -ry', f7 3 , £r: ,- ..,w, riar -- �f'� r
> *.e �'. ! N „ �f`�; £A. tF ;.£�s+ - MS" a ,ii sl,;;'��.n?,� � ,. > a, a£t 3i , � &sa." � .�?3• '�#,...�`k 1 �s.£�. = t - is,F,� }x.� ��If a; e# i�..
�
-� � . a :_i ,fa S# £N g �: , ?+u. !r S i'N'�;,'rii.-'"�aua>� t . ,,r:.;:« t £ € . y 3 t � 7 €a� a �� x a - iR • +'?r 3 x x(£31 -, 4 ?-�x � ➢�', � i , a ,... , i ��
s j 1
r.
.I
`�' ,x;mT �3'. -: -r1 37a3 ' #x?`�` �2 s as �: 4v. .:9:".' sA fil - 3 '" ia' 3 3•t iS,3u�"'4, .3A! . :r,�,'11 �` �'�`� f`i`}a ? ^£•A :a xaaya x'� , -1;43. ���,
aF 3 .
-F 'w as # KC+v``v {p �+ K, ":. � i 3.,; Aram �, 33$• c 3 �' � € .
°` 3 3r 3i �, '�r";�tr i! ? � " __, .• � -,��_� i ��, § # '� ,�} v . x s} ,£., x££� �. .. ,
r 3r � 9 �' � €# 1.,,� ' � 433 N3. - ..a .3.. ;P,! 3 A �' - r,._ i; _ £3••.££ 3 - ;_ '' is S 3�s �'i€ � s °.lSa a �<"��1€ f• ,.. , e
n�wk4. e rr �°�a ��fa Si `19F,�i 7f..,. §�` y € 3 .��. fih. ,33���� s s_ " :<; ,,i k�'.'�� '>h"i3 a' 'a•` ,. - {1�;� g � ,� a.:: �v �� 3�
- F� 3 r,{tA. � ate 3 a t 3 i ��j m .3v �- � .- �€'Y� -.� � s �i .. �::.. • u� �� £'� � s �.
v
��4°h , � 3 £ fr' a" ' 1 r �' St a � i3 3� - �_ c kn �3 � , � ,� y�. z £ � r £ •• � ��, ,
' r -,`;ia � x £ , t <,ii£1 =h.{ > � `_. � , a a:.. S. € s' ... �`. i£ {1F�,£` =•:r � < _ ; .a. e .> ? A ?:e _<�,. � , , .f,3 , : t _ n x�.f. � • ,er, vy ' .1, �; ��'- ., r' �� ,�na .s
.a. ...• W. `i;fa''y3£,S - t:: '3a # k, ., r tJ3 f3, " }33s ££# 3 # „ €'z ?''air'= 1 3 }'. #, f}rr£ r i£rr. tt3. a - ; ... ' {m`4's'•.: :;.: �.,, Y. r.rtrh' %, h �"'. �' ., }•e
'� 3 =:a'. -�� ; 1 �� . i -. lI1£ :. .!# £ #3£ 3 ',p '�£:f - - � � �a- �i'� e ° a; 3 £' . t a. _ £ � �s b "ii r>i r Fi, # �3,}, . u•, .. ,,�` £ rk ta4�'4`' : . �.
O R
as, ' �,j�*
.qtr _.. w rL•S€ 3 Zs� - £ #3 s �! �; -- .3 Y , } �iC? �. xs _F. 1# , ?, } �TA<° j#i. .e . . z#..+" ...r� n ; 1 1 Y � -S :,, .. ti � ., . .. 'kEa .
y
H t 3Ai - b. x 4 `°U .�xF �, fi £ -:, , € ♦ , i zv a, ,��,. �'7'F,4� ,�.. � � r , - S i ,. jj. N.. .; �� # �,i� L£<rf..i j E �3f f tt,yy fF.tik. ., ��3,A � u.d .
=.5 £ ,riil- .�^`` 1. ,.. ,.5, - },x.� .. �' 1 } #. �, ,, k, £31 �'_, .. s €.£- ,'t, ti- S , ! -£ �3�f £S# .,: Q„ ,n .. 5. � .,. �3• ry5�3f,. 3.�`#. =h A3�71 P -. , r 3 p "�: ... ;... ., � .; ,�.
. r � �Y s' .£ £ 3 #1££ Y `Fi" i 3 4 , �,: ' �£ ,: £1 £' i33 ga ..A, . � `�a'"`�t. a�•. .mil �}f - ? t' :"A£ r
3,
`” 3 `-£.„ £ € €'�„ m,t €FL•c }, €r`, £ _ 3:#fl iix=a ,?�a _ £r :£3 }fir ��� ��u�i �7t t,E�'� 3 A F ' �r.� 3 .3 a.F£...:L Fh!°'Yr`}S' 3k =:F� it£r
:'>:'a:; s...'r 3 v £ i1Le , 1.. i r g £3 Yral 3 #�. a a. F £, a £ e } u•,'= . x as£ *£P 1 +r,1 # s #'A7 t''' -` .'£fi£ 33
_a '£�#,£
c A =-.a � s ,v 1 £' -_ •a .� �,... < �'y?.,... ., :.. b,.�JN ,. ;PY jd4 !! �'£ 4 �4 ,x 4.. i
.: #., w � ...1 . - n .. .:.,, d• `} a £�£€ ` dr
' '�,e„f7 .,5., r � #£ }, � a.. .��'�} „� ✓y # a:'�., ;,�%x z�k ra „°+.. sr C sA ?, rir ��� ,+ �A>. 1 3. .. .*t� u4sv�' £g�3 "S� ,'' -..' ;
,� £,; �,. £ �3 , a_ r. .. ��'�. M1, � 5 -- r � ,:::,r.'.ux s., b .. °'. r `'�`: -'?�, _ •;•,:<, '�.'cSsq°� zr .., s� "',y�;_. t � # 3 aF: -. a � 3 �r'�� ya M�v}�£ ?� �. - .. .' �'" �'], F� S 'i�r.�. f., ��w 3 r$
h 3k C'£�i3 €#£'r' a -N,iik :}::?'_. €�a3� +2,-2. ££�}�. j3 ££,:3f�'.r -? ��' .�'d -_ 'li s: l,ar -"i `a`'�” 3ti�va''II 3 ; S.3.t� 3>3 £,3v, 4� € i'�i4W ?>u' � 3tl,3`i'�j�j'4.?�,3�i�i 3'-'7t �'4• - .
N,
>; v;'L;b #i# a . �€��,� £3 ' Fs3'IrJ".: ,� xS�- � -�..: ��s + +�#;r -:_'. ` t rt t :�F�'y��� _ � 3.�� r� s,�'i�•3 Np s x ✓ � r - � • � .: . � {l £ ��) f
-., 9 .. s.., i`' z, ..:, - ..:ca•'F 3
£
£
..,x �££.: ,. 3� -, #� s: ,., - ,�•�. a £3:.. d s>£ :: Fa � 7>Si F -r r ,: rzl...£n . „�'� � 3 +v ��:' .,, - 1 a'� 3 3'a 4 3� - , lo-�i
> ,'��� im, S -. .zF• °� JS 3 } } "i£a , >F ; £ a,?.,a✓ ta, s l££ x ,:rt 3 ,_#,, -. -: `�, s" '� �a ,>„?
s3 '}31 5 ,i # x xx ' :i31= #1 M.r'ar r ..r. , „a �i :N Y. i # �I: , £q=, , r' < £ 'i ? >' a,,,.a,•'..x
€
3 �'' f ,�£r1.cs,x,3 „'fi.1 ,: r>t��, °a3. �'•�h N.k�i 3fu � .�g3��31(x� ,; t@� #��;�), .L =s ' 3�. <1ryY1 x3K.�# A: &
�
� i f ,. Y L,�3,3 ^� - - ;33? aa��.i £ I �;. x'2'" '£ kit 5, w., •?F z 5£,,:,a. e, '2 3{x4 3 a'rb��- '"1,,, ��£:£i 4 } " { - :s, a ]3. .a. - iii �� &i3�• 1.
z
S .;T � x ll�i° -.. �'d 3t.3r `"!m, t.3.. t3S a, ... s>�. x 1, y, s sr 6 ;;� � _J;;.. „� '•,,- 4p1 1 £ t 31'S. � a+ ., -... .� ��v 3 �5 3 ,� `s '�3[� #13 r 3 �
3 x .. r3'f� �,Y z ,. -,:.. �'.wt `k°a � a � 3 d "°'%,. , rye ; ^�:+`. ?Y.:a '� r; a�'.; M Y s#" ivP # '4. � f i£ i�. _ 1# d � :>' A i $ ; ,i:.. ' _'� i { (� �s •2
#•�. �,:.a..a �= v „:� �.:��� . : -,.€ i£ ia �'3 •^� 33 � z 3'i3�3y3y3v33333'�'Ua��€�113:�. a °. - ;J, '1,�+'. r..,,: Y' 3,�`n a>,�� -a ' � �-
_ -. ,', .5 ���. � •� 5�' E � 3 ��1,�. J._ »��h3 3 Jr, :� �� # }cl..t � ag.� n �.�n ,.qae -. � 3 }3 �T.:�. :..
3~i , rc 3 ro.�+o � r #3 x�, �.`t?a ' 'a3 4•a.. a 3 :�.1 i���:. � '. -°p.- ���a"aa^> 3=� „ a ! s #SJ,;1 .�t� 3£r. F 9 �� " #"�'s �^ tt 3 Y � s.�,
h r . ,.><'i<_
. £.£lar.
a e
>....9
a •#f•1 ...L� ,�v b it £3 1 ,� *3.. 4 :r..,.,.��� - ,."?i ,; -`.4: a�. '�3a x131.3, # ,� __ _;,., ��r. - -<£:u .fix #.�.��' . %z
a � 3,} 1 � Y.,... �Y #,W iyy � 3"'f j, t.... r., % .� _. r �,t y'.d�• L
� ve - :a£ £ ' t1�rd fi it, Fi Y ,; _} 1 :. U�3 3'f f z £ 1Y. ,U NS ,.z, :L �z :#i£ l ,: ,: 3»3� .' , k s - 1 � �� }, }�£:�, >vs: ?:,. h• %V
:�#;� 2 r £ }. ;_ ., <_ Pl # #�3r !: 3 • .131# #' ra .;, � ��� f31 t #;,rs! } s tr ;�#�, ,, �£3 3 3 £r # £� q ..,_., ^� .� 's,s t•W F £ 3 3. s �£f .�� �:: i
Ma r. B. 2010 2: 21 PM No. 2634_P. 1
CERTIFICATE OF LIABILITY INSURANCE � °A 310s OlYY)'
PRODUCER Excellence Insurance Agency THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
3801 SW 107 Avenue ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
Miami, FI- 33165 At THE COVERAGE AFFORDED BY THE POUCI S BELOW.
P hone (305)226 -3900 Fax (3 05)228-3997 INSURERS AFF COVERAGE NAIL 0
INSURED R.C. Construction & Investments Inc INSURERA SUA INSURANCE COMPANY i
INSURER B:
Ricardo A. Cabrera
• INSURER C:
12700 SW 40th Street INSURER D;
Miami„ FL 33175 INSURER E:
COVERAGES INSURER F;
THE POLICIES OF INSURANCE USTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE )$SUED OR
MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
1113R ADD'L TYPE OF INSURAN POLICY NUMBER �ECTIVB POLICY EXPIRATION LIMITS
DATE 6rAAlD DATE Id
GENERAL LIABILITY #ACH OCCURRENCE 1,000,000
® COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED
100,
10AUTAG- 103774 -GL 03/30/09 03/30/10 PREMISES (Ea p=rence)
110 CLAIMS MADE ® OCCUR MED EXP (Any one perso 5,000
A ® ❑ PERSONAL &ADV INJURY 1,000,000
❑ GENERAL AGGREGATE 2,000,000
GEN'L AGGREGATE LIMIT APPLIES PER I PRODUCTS - COMP /OP AGG 2,000,000
R POLICY ❑ PROJECT ❑ LOC ;
AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT
❑ ANY AUTO (Ea ac idant)
❑ ALL OWNED AUTOS BODILY INJURY
❑ SCHEDULEDAUTOS Per person
❑ HIRED AUTOS
[I NONOWNEDAUTOS ((PeraLYlden�RY
❑ PROPERTlDAMAGE
(Per acclde
GARAGE LIABILITY AUTO ONLY - EA ACCIDENT
❑ ANY AUTO OTHER THAN EA A C
AUTO ONLY: AGG
EXCESSAIMBRELLA LIABILITY EACH OCCURRENCE
❑ ❑ OCCUR ❑ CLAIMS MADE AGGREGATE
❑ DEDUCTIBLE
❑ ReMNTION $
;
W ORKERs COMPENSATION AND LIAB
EMPLOYER ❑ WC 3LA S [] ETH-
S' ILITY II R
ANY PROPRIETOR / PARTNER / EXECUTIVE E.L. EACH ACCIDENT
OFFICER /MEMBER EXCLUDED? E,L, DISEASE - EA EMPLOYEE
IFyes, describe under I
SPECIAL PROVISIONS below E.L. DISEASE - POLICY LIMIT
OTHER
T i
DESCRIPTION OF OPERATIONS 1 LOCATIONS 1 VEHICLES f EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS
CERTIFICATE HOLDER CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL
City of Miami Shores 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO
10050 NE 2ND AVE THE LEFT BUT FAILURE TO DO $0 $HALL IMPOSE NO OBLIGATION OR LIABILITY
MIAMI SHORES, FL 33138 OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES.
FAX. 305 - 795 -2204 AUTHOR REPR s
I
ACORD 26 (2001/08) QF
0 ACORD CORPORATION 1988
• dl
03- 06.2006
•ter
ALEX SINK STATE OF FLORIDA
CHIEF FINANCIAL OFFiCM DEPARTMENT OF FINANCIAL SERVICES
DIVISION OF WORKERS' COMPENSATION
CERTIFICATE OF ELECTION TO BE EXEMPT FR0M FLORIDA WORKERS COMPENSATION LAW
C0NSTRUCTION INDUSTRY EXEMPTION
This certifies that the individual listed below has elected to be exempt from Florida Workers' Co sation lave.
EFFECTIVE DATE: 03/0612006 EXPIRATION DATE: 0310612011
PERSON: CABRERA RICARDO A
FEINT: 651188084
BUSINESS NAME AND ADDRESS:
R C CONSTRLCTICN & INVESTMENTS INC
12700 SW 40TH STREET
MIAMI Fla 33175
SCOPES OF BUSINESS OR TRADE:
1- CERTIFIED GENERAL COMPACTOR
IMPORTANT- Pursuant to Chapter "If . 05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election an6r this
section may not recover benefits of c"pansstlea under this chapter. Pursuant to Chapter 440.0602), F.S., Certificates of election to be exempt... apply only within the
Acope of the business of trade listed an the notice of election to be exempt. Parsoant to Chapter 440.0503), F.B., Notices of election to be exempt and certificates of
election to be exempt shelf be sob)et to revocation it, at any time after the filing of the notice or the issuance of the certificate, the person named an the notice of
eartificote no long at
er axia the roquiretaeats of Ibis section for issuance of a certificate. The department shelf revoke a certtficste at say time tar failure at too person
0:0166 an the certaficata to meet the ragafrerams of this section. QUESTIONS? 4650} 413 -16DS
DWC -252 CERTIFICATE OF ELECTION TO FEE EXEMPT REVISED 09-06
i
rr ,�
9011 Ua
_ y
,r DO NOT FORWARD
R C CONSTRUCTION & INVESTMENTS
INC
RICARDO CABRERA PRES
1408 BRICKELL BAY DR 815
MIAMI FL 33131
11 lilts t11tstt11tt1 lttttlitt11st11et lilts fill tttt� tti4s �
r SEE OTHER SIDE r
�C • gip {��. 5� "�- t5'�° �:YAI: _
`t �.• J $�_r ` � iR
ip '�y q b N
i
f
s .
• • • • • • • • • • 3/10/2010
• •• •• • • • •• •• •
• • • • • • • • • • •
• • ••• • • • • ••• e c "i Y
lid u ' ' e l
WIND02 v2 -03
Detailed Wind Load D*sigrl.tNi�tfipd !0-05
M 1 20'10
..
Description: MATHEW ALLEN &W ELIZ14BE - PH • • • • • • • ��; ®.- .. ®8 :�
Analysis by: FGP
User Input Data • ' •' • .. Ca culated Paran rs
Structure Type Building : : IropgrtOnce Factor 1
Basic Wind Speed M 146 mph ' ' ' ' ' 'Flu'rri Me Prone Region (V>900 mph)
Struc Category (1, II, III, or IV) ii Table 6 -2 Values
Exposure (B, C, or D) C Alpha = 9.500
Struc Nat Frequency (n1) 1 IH z g 1 900.000
S lope of Roof 4.0 :12
Slope of Roof (Theta) 18.4 Deg
T ype of Roof Hipped
Kd (Directonality Factor) 1
Eave Height (Eht) 7.00 ft
Ridge Height (RHt) 11.00 ft
Mean Roof Height (Ht) 9.00 ft
Width Perp. To Wind Dir (B) 22.00 ft At = 0.105
Width Paral. To Wind Dir (LI 14.00 ft Bt = 1.000
Bm = 0.650
Calculated Parameters Cc = 0.200
Type of Structure 1= 500.00 ft
Height/Least Horizontal Dim 0.64 Epsilon = 0.200
Flexible Structure No Zmin = 15.00 ft
Gust Factor Cat o I: Rigid Structures Simplified Method
.:........:
Gust1 For rig id structures (Nat Freq > 1 Hz) use 0.85 0.85
Gust Factor Category li: Rigid Structures Complete Analysis
m Zmin 15.00 ft
Izm Cc * (33/z) ^0.167 0.2281
Lzm 1 *(zm/33) "Epsilon 427.06 ft
Q (1/(1 +0.63 *((Min(B,L) +Ht) /Lzm) ^0.63)) "0.5 0.9535
Gust2 0.925* 1 +1.7 *Izm *3.4 *Q / 1 +1.7 *3.4 *Izm 0.9005
Gust Factor Summary n
u • t k fi;
G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 5
Fla 6-6 Internal Pressure Coefficients for Buildin s
y "
Condltlon Gc i
Max + Max
Open Buildings 0.00 0.00
Partially Enclosed Buildings 0.55 -0.55
Enclosed Buildings 0.18 -0.18
,10 pen Buildin s 0.00 0.00
8Y DATE= , IPr I
Z CNINO DFP i�
E3 L Cq*W 2008 -� �,� f ERNANDO GOMEZ -PINA Page No. 1 of 2
SUBJECT 1 CCMPUANCE WITH ALL FEDERAL.
STATE AND C (CUN iY riULES AND REGULATIONS
0 '
• • • • • • • • 3/10/2010
• ..•• . . . • .•.
WIND02 v2-03
Detailed Wind Load Dt;,jgn;(thpd £��grsSC,� ;7 -05
Figure 6 -11 - EXt ernhIPFelsurd C6wcieb • Cc
Loads on Components and Cladding for AuilaingsW Ht <= 60 ft
.. . . . •• ... ..
• • • • • • • •• •
••• : � s .is
i5 Ht
5
a -
a
a
a
Hipped Roof
7 < Theta. <= 27
a = 1.4 =_> 3.00 it
Double Click on ny data entry line to receive a he/ Screen
Component width span Area Zone GCp Wind Press (Ib/ft ^2
(ft) (ft) (ft ^2) Max Min Max Min
DOOR 1 6.66 5 33.33 4 0.91 -1.01 42.05 -46.68
DOOR 1 6.66 5 3333 5 0.91 -1.22 42.05 -56.30
Note: * Enter Zone 1 through 5, or 1 H through 3H for overhangs.
Copyright 2008 FERNANDO GOMEZ -PINA Page No. 2 of 2
y Y
i •' i i i i i •' i i DADS COUNTY, 111A
.. • • . . fl -]BADE FLA(LER BUILDING
8vr�lavc CODE Co LIIAnrCr ,�cco) ; ; •; •; ; •; • AtWW 'STRUT, SUM 1603
PRODUCT CONTROL DdYiSION • • • • • • • • • A+IlA11�I, FLQRIDA 33;130 -1 SG3
• • • • • • • • • TM) 375 -2401 FAX (305) 375 -2908
NOTICE O F AC wvdw.buildin nline.cOM
Sigsatare • • • • • •
401 Juniata Sweat • • • • • • • • •
.. .. . .......
Altoona, PA 1
SCOPM:
This NOA is being issued under the applicable rules and relation governing the use of co on .
The dot 'on submitted has been reviewed by Miarai -Dade ComAy ftAid Control Mvision and accepted
by the Board of Rules and Appeals @MA) to be used in Miami Dade Coly and other areas where allowed by
the Authority Having Jurisdiction (A E4
This NOA shalt not be valid after the eWrabon date stet below. The Miami Dade County Product Control
Division (In Miami Dade County) =Nor the AIH (m ae s O&W fim Miami Dade Couuety) the right to
have this duct or material Usted for q Wt y assurance purposes. If this prodad or nuftad fain to pew in
the accepted numnws the mannfickmw will inew the expense of such testing and the AM may immediately
revoke, modify, or suspend the use of suc or rna t er -ial wdbm lheirJurisdictim BORA reserves the right
to revoke this acceptance, if it is determined by i -Dade County Produd Control Di on ilmt ibis produce or
material faits to meet the requirements of the applicable building code.
This product is approved as dwcribed herein, and has been designW to comply with the Florida. Building Code,
including the ITiigh 'velocity Hurricane Zone.
D&ScRIPTioN.. 8 FW Won! Pand 001swing Impact 1110en
AppROVAL HOCi MM.. Drewmg NIo.1069, titled "8 Foot Wood Panel 060MM9 ImPINA D sheets 1
through 10 of 10, prepared by iAW.W. Schachr Hn&eering & Consulting, P.A., dated 11112103 and lw revised on
Mar 20, 2007, signed and sealed by Wwreu W. Schaefir, P. E., bearing the Control
Renewal stamp with the Notice of Acceptance and eecp' date by � lldm , County Peodtl
Control Division.
ILE IMPACT RATIN LaIrr and SmA Impact Resistant
ftm. Apps. oil to sbgle &Ws OnlY & MuftW tO MuAmum
D = +/ Psf-
LABELING.. G: Fach unit smell bow a permanent label with the mateufacteeem's name or logo, city, state and
following t: Wiami- Approved". unless otherwise noted herein.
RENEWAL offs is NOA be consi after a rawwal applimd0n has bye fikd and there has been no
change in the applicable building code negd wely d&ctmg the Wftmlllm Of this Puhwt-
TERKM ATION of this NOA will occur aim the expiration date or if th h b een a revision or change in the
materials, use, and/or man re of the product or process. Wmuse ofthis NOA as an endorsement of any
product, for sales, advertising or any, other purposes shat! at omatically terminate this NOA. FaiE M to comply
with any section of this NOA shall be cause for Wrmination and removal ofNOA.
,DYERTISEI4 M-. Tlee NOA number preceded by=dw word County, Florida, and followed by
the expiration date may be displayed in advertising latem1mv. If any portion of the NOA is dispkyed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be Provided to the by t0 n1landfictmer or its distrilbiAOrs
and shall be available for inspection atthejob site atom of the Building
This NOA renews NOA # 04-021LO9 and, consists of this page 1 and evidence pages &1& &% as well as
approval document even "
The submitted d U, F.E.
9
CONSULTING ENGINEER NOANo06- 122&09
, APPROVED ere 21, 2012
❑ APPROVED AS NOTED App 12,
RE ECT 1
Dy: 'Date: ®.� 10 0
AR °ROVAL IS L F CONFORMANCE l�IT 0
DESIGN LOADS A D CRITERIA
0 see
•• •• • • • •• •• •
• • ••• • • • • •••
`v tur r, B g p g s • 00: • • •
A �77 t�WG auw • • •• . •• • •
• • • • • • • • • •
NQTICE QF ACCEPT : • • �tEIYF�CE.�l�ITTED
A. DRAWINGS ..._ . .. ...
1. ll4anufactumes die drawings ands . file # 044211.09)
2. Drawing Pdo.1069, titled "8 Foot 1ldood l "o* ing lmt)act Doors'", sheets 1
through 10 of 10, prepared byWW*SZha;1erW4MeAfi9 & Consulting, P.A., dated
11123103 & last revised on Mar 20, 2007, signed and sealed by Waxen Schaefer, P.E.
B. TESTS (transferred from file # 11.09) Original test conducted per SFBC, PA 201,202
& 203 -94, now termed as FBC, 201, 202 8x.20394.
1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, g per FBC, TAS 202 -94
3) Mater infiltration resistant test per FBC, TAS 94
4) Large Missile Impact 'Pest per FBC, TAS 201 -94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced. Entry Test, per SFBC 2411.3.2.1(b) and TAS 202-94
along with marred -up drawings and installation diagram of an outswing wood door,
prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL- 01049, dated
December 19, 2001, M1, 0243 Specimen # 1, #2, #4 and #6 dated
October 6-21, 2003, all signed and sealed. by Vinu L Abraham„ P. E.
2. Test reports on 1) Air Ir l Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94
3) Water infiltration resistant test per FBC, TAS 202-94
4) Large blissile Impact Test per FBC, TAS 201 -94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) :Forced Entry Test, per SFBC 241132.1(b) and TAS 202-94
Along with marked-up drawings and installation diagram of an outswing woad door,
prepared. by Hurricane Test Laboratory, Inc., Test Report No. HT1, 02434*05.01
dated 06107/01, HTI.- 0243-090.01 and HTL- 0243..0327.01,
issued on dated. January 11, 2002, all signed and sealed. by Vinu J. Abraham, P. E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, prepared by W.W. Schaefer
Engineering & Consulting, P.A., dated 01/10/04 and last revise On 03120/2004 by
Warren W. Schaefer, P.E.
2. Anchor. Calculations and A -E1300-98 analysis, dated 01120/0, prepared by
W . Schaefer Enginming & Consulting, P.A., signed and sealed by Warren
Schaefer, P.E. (transferred from file # 04- 0211.09)
D. QUALITY ASSURANCE
1. Miami Dade County Building Code Compliance Office.
I. Chanda, P.E.
proft Control Es nniner
NOA No 06- 1228.09
Expiration lz March 21,
Approval April 12,
E -1
• • ••• • • • • •••
SIiatwre Der, l 13C. • • • •
• • • •• • • •• • •
• • • • • • • • • •
NOTICE OF ACCEPTANE� • • E
�W CESQMff TT ED
_.•,
E. MATERIAL CERTE[EN'ICATIONS * 00 0 0 6 00 000
• • •
1. Notice of Acceptance No. 03 0926- atsstu�l Q%N a @jars International Inc. for
"Glasslam Safety Plus I aafmate GLE ex . • a /
2. Notice of Acceptance No. 06- 1205.10 issued to E.I.DuPont AeNeumours for "Sentry
Glass Plus", expiring on 01/14/08.
3. Notice of AccCPUwce No. 034514.15 issued to Old Code Inc. for "Strom Glass,
laminated glass ", expiring on 1:2/11108.
F. STATEMENTS
1. Statement letter of conformance and "Engineer still in Business", dated November
30, 2006, signed and sealed by Warren W. Schaefer, P. E.
2. Statement letter of conformance and "No financial interest', dated Febnwy 9, 2004,
signed and sealed by Warren W. Schaefer, P. F-
3. Statement of Lab compliance as pact of above test reports.
G. OTHER
1. This NOA renews NOA # 044ni.09, expired March 21, 200T.
2. Test proposal #03-OW dated May 02,2003 approved by BCCO-
Edfiq
L Chanda, PX
Produck Control der
NOA No 06. 1228.09
g lDatr: March 21, 2012
Approval Date: April 12,2W7
E -2
74 1/4' MAX. FRAME WIDTH (F.W.) sna
SEE CORNER 37 9 /16 . MAX, »�
8 MAX. r MAX. DETAILS ON FRAME WIDTH (F.W.) SEEfCOMM
8" MAX. (TYP.} A SfiEEi 7 B' MAX. Or.) A ON
I J1� 1 RR
PYAEE FASTS �
WHERE SHOWN.
m m m PLATE STRIKE SEE 'FRAME --- Kim E HkP !E ! SU6S"TRATE S NO. ANCHOR °
ib / tACx �! to SMS RER two REQUENTS 14 MAX,
TAM
SITES CONSIDERED AS Low SHEET ° FOR Cam )
PAt T•QP IIS APPROVAL 1 �Zg 3/4" �. WHEN INTO � Sc
:.. .: . . .
0 f / MAX, R.LR, SEE REQUIREMENtS•
ei AN m "
• INACTN SAS e'�s 25 -3/4"
N#N ENTS ACi VE sH r F scS MAX. D. L.Q. a 48
• s =R HEIGHT HINGE$ a REQUIR£MEN15 L09tt
`° (i HOLES jig
••• • 8' i' •• 3•• • \ / ITV a� Q
• • • JTALLER G) Mt• • •• • / QiP 3 Ij4 0
• • • • IGHTS Li1181iE HALF R4 X 7N D� + : FRAME SCREW
•' OR MOUNTING CUP
• • • • • • G • • • • • a WHERE SHOWN AT
LLOW EICvN PR 'FRAME S ILL
NCHOR 6 t
• • • ^- PRO iii 37
• SEE Llo TAB E! ON fHIr5T- S REWREMENiS TABLE' Ne
• i • • • • CR wis SHEET FOR
NOTE: 50GE AY BE FULLY REQUIREMENTS. f r ATS
GLAZED AS SHOWN, PARTIALLY 6"
PANELED OR FULLY PANELED. MAX.
SEE SHEET 4 ELEVATION FOR 10 5/8. 90 sje' �_ {rrs a d
PANELED DOORS.
0 " �) 4 2 N tC S.S. 5CRENtS oR 3 /is' 8 � �
FASTENERS THROUGH STRIKE PLATE INTO SUBSTRATE WITH JAMB INTO SUSSTRATE 2 PER HINGE}.
Su NO. to sMs *0 INTO WOOD, (3
BUMPER 5 } ��BLE OUTSWING .DOOt2 4 lN6LE QU7SWIMG 1}QOR
REiE , � ° SEE "FRAME ANCHOR QUIREMENIS �.
A 3 i8 CONC SCREWS WHEN INTO CONCRETE). WHEN SCI�Et 3j4 a1 -G TABLE" FOR SCREW REQUIREMENTS, S CALE, 3 /4 " -t'-D" -POINT LOCK 11
SU 13 ANCHORS RUN THROUGH SILL ONLY INTO STR IKE PLA FRAIiIE ANCHOR REOLt1RF ENTS TABLE SYSTEMS. AN ALTERNATE I= MAY BE SINGLE POINT 31
(D IG tYPE JAMS TO �pp�M yIM !� tIWfN 6021 MORTISE LOCK. IF THE MORTISE LACK 1S
C ?ER4L NOTED { FASTENER TYPE ) EMBED 'EDGE owl Al LOWABLE DESIGN PRESSURE SHALL BE THE LESSER c s
Tt8>SE >i • M.YM AW ARPW O FOR WOW FRAME DR BUCK I4D. tD B SCREW 13/8
1' j - OR THE LOADS IN THE LOAD TARES, HOP 10 OfCE&D TIC SHIN 9# THE ALLOWI�k DU= UXr TA
2 !. C?EMriVOS BNO F1�tEHE+S 1A18T BE t+R�+EgLY OEM= 8o MHd. C tQU OR 250D PS( CDNCRETE 3 1 SCREW 1 } a° 2"
�5tN1E0 rd Tl+Aif9FEp tAA� to THE sTRIUIURE 2X _ WtmD FRAME OR kl0UNT1 SCREWS 1318
"
I I vmr A Of THE Oka mTHEBE 8 r H EAD Y p�\ Mul
t T oErAAS a >R HE{#91 R04aw THE lH S TESTffO ae WTI KWIK -CON E OR POWERS RAWl TAPPER
CONTINUOUS HARDENED STEEL. OR S.S..
P D aok a ACr cts�tc W - 2 aR & TE Fa 8
LA M C PkGTQ s TA m p PCd FOR A1VT. NOTE FRAME MAY ERFffR DIRECT MOUNDED 74 THE .MOUNTED ONTO A
iA�iE + I.E WrAOt INUOUS WOOD SPACER, OR 7O A I 2xa NO. 2 SaU{}ffRN P WORD SUCK,
& aM Oars VMW MW SM DEMM IN ACCMVM= WM THE ADM WHEN ANCHORED 70 A 2x4 MICK, MOttAt= CUPS OR NO. YO SHEAR SCiRENS MALL BE L
9 a � } eattt n o Z Z' USED. WHEN DNRECP' MOUNTED OR MO INTED WITii SPACER, 3 /16° CONCREIE SCREWS SHALL BE tp� 1 069 1
r. ALL aHCHORS sHait OE uv MM As VKM ON MX MVMWA& SPEt� 0 USED. SEE ANCHOR TAIi r FOR 1 RE PROM MATERIAL. SKt Na
tTlaEOdevr Ta twk UgM .Seat. BE MY= WLL rte+ OR STU= SHAD. BE USED BMW ALL CONCRETE & � . 1 O 10
74 1/4' MAX, FRAME WIDTH (F.W.) ----- ---1 STRIKE SCREWS 74 1/4 MAX. FRAME WIDTH (F.W.)
I PER RECTANGULAR
DOOR ELEVATION 6 MAX, ' 6 ' MAX.
�!!! DIRECT SEC WINDOW (SEE DRAWING !!! ON SHEET , A $
NO. 1065 UNDER SEPERATE
�! APPROVAL FOR DETAILS)! 2 NO ,D FRAME I
N t0 5MS SCREI9SR __ SCREWS EA SIDE
!! WINDOW APPROVAL tINGTH As . !!! OF MULLION As
! +! i I TO WOOD NULJJON OR PEN FULL + END SEE ANCHOR OR MOUNTING CUP
9 10 P6ktETRATION INTO BAR MULLION) !!! SHEET 1. TYP. FRAME SCREW / ?ff r WITHIN 1 6" OF
3. SPRING LINE 4.
MAX. 18' O.C.
• • . • • • • P 3" SEE 'FRAM£ 9 REQU MENTS P // A
FOR SM
QaHEEi N OR HEAD JAMB REQUIREMENTS.
(PR£DRIkL HOLES IN 5 CHORS PER DOOR 25 3/4' a a
• • • • • • • LL avATION ON SHEET MAX. D.L.O. mx tE
PENETRATION INTO , {LENGTH OF
u \ ANCHOR As R£Q'0
• • • • ... BAR3f �4 & MIN. \ PO 3/ ,OW INTO \ ACTIVE II INACTIVE/
• • • i .�. • �i • • • • \ WOOD MULLION OR
c • FULL PENETRATION 1
• • • • • • • / • • • • • • II \ INTO BAR MULLION) \ /
..... • .. AG VE i INACTIVE 2N OR S. , 6'
• CONCRETE S EWs I
• • 25 3/4'I T HROUGH JAMB INTO
w MAX. O LD. e II REQUIREMENTS 7l4E'
\ / ON SHEET , FOR I '�
/ SCREW REQUIREMENTS.
\ J PIATE TERIQR 1�LEVATTON 3e �
\ 36 f 6 PER ELEVATION ON D�UBLF� HALF ROUND DQQR
1 SHEET t SCALE 3/4 4f —O'
/ P SEE DOUMI DOOR ELEVATION ON SHEET , FOR DETAIL NOT SHOWN d
II
I
raeotrarr s
ar w'*dwAw d• aw
SILL AND STRIKE NOS DOORS MAY 8E FULLY " K► 'J2 m5 4
EXTERIOR ATTON PER W O ANCH ORS GLAZED AS SHOWN, PARTIALLY �°'• m
DOUB DOOR �I;a� SHEET , PANELED OR FULLY PANELED. �
SEE DOUBLE DOOR ELEVATION ON SHEET f FOR DETAIL NOT SHOWN SEE SHEET 4 ELEVATION FOR a
PANELED DOORS. 2 cF 10
F. i�
iPu nh
37 1 /4' MAX. 74 t /4' MAX FRAME WIDTH (F.W) 37 1 /4P MAX.
FRAME WIDTH (F.W.) FRAME WIDTH (F.W.} 9
• 16
B° MAX, (TYP.) a 2"
SEE
8' 6" 2" a" £ B' MAX. (TYP.)
PT
6" MAX. (TYP)
// FRAME SCREWS �' I 1/ TYP. FRAME
WITHIN 6.' OF JAMS & STRIKE SCREW OR
ENDS & MAX. 14' ANCHORS PER � s MOUNTING CUP ILL
O.C. (REF. RECTANGULAR WHERE SHOWN.
*go*- SECTIONS) ELEVATION SEE 'FRAME P
1 ON SHERr 1 II 14 MAX
i • • • i • • • p £
0 00
• REQUIREMENTS D.C.
• • ^ • • • o • ( • TAB ON SHEET �')
• LE'
• • • • 1 FOR SCREW
". • Q • i // j I , \ REQUIREMENTS. h p�
928 3/4
• 00000 P ! \ lA
• . MAX. C.L.O. ACTIVE , INACTIVE
•0• °
. . •. 00.00
• ••• a 0000 J1 0
•{•• •
• • •� 0000
•• •••
• � ego** 25 3/4' 11 2 LONG SCREWS
1a • l MAX. 0L0. PER HINGE INTO
• : so: • • • •+� j1E SCREW MULLION (REF,
• 0% iIIQUNTING CLIP , SECTIONS)
4VHERl SHOWN. SEE
• • • 0 • REQUIREMENTS N
TABLE' ON SHEET i
R QUIREM / 1 � P / 4 / n� .
/ I PLATE . ✓/
----------
I
L
6' MAX. (TYP•) — .— .� s 1O MAX (M.) $�
SILL AND STRIKE L_ EQ ARAB • ' rte. PLATE AN CHORS SALE: 3/4' -1 -O ' YZ
PER •�`!
ELEVATION ON (FOR ANY DETAIL NOT SHOWN, SEE ELEVATION ON SHEEP 1)
SHEET 1
KM OXXD DOOR SHOWN. ALL OTHER 4 -PANEL CONFIGURATIONS S d ev
OF SINGLE /DDUME DOORS & SIDELIGHTS ALSO APPLY. p
� 6
NOTE: DOORS MAY BE FULLY Oman
GLAZED AS SHOWN, PARTIALLY
PANELED OR FULLY PANELED.
SEE SHEET 4 ELEVATION FOR 106
PANELED DOORS. SHM cw10
35 t t /18° MAX. � � 35 f t jt s" MAX. � �-•»- 38 i 1/18' MAX. 35 11/18° MAX 37 t /4" MAX
FRAME WON (FW.) 8° MAX.
PANEL SIZE NOT PANEL SIZE NOT PANEL SIZE NOT 1
To 00= THM
SIcWN IN OTHER SSHO�I�O' TO U IN THOAE AN
ELLEVA�TIO
ELEiM►TIONS. ELEVATIONS. ��
OR
TYR U � --L
as WHERE SH". Sm Sim
• • •"FRAME ANCNO 14" MAX. `� ° ` IN
• • z O.C. �, 3RNLS Et EYAT10N4f,
• • M-) AU ON 7
••�
• •••••i ? M81. 48 `r 9
•• • " • MID RAHS n . 28 ••• •
• • •�'•• 11 P
CC
•
• • • • • • MID RAILS
••• • /�
••• • • • 0000••
• • •
• • SPOT 7
••• • •
• • •
•
• •
• Ll
en
�,. SOLIl3 ltAkSED PA@tL. +ARTN st]t N� RAib co
�t�e�r� TtJ PANS `
SCALE 3/4 ° C1' -0 SCALE. spa'" - SCALE 3f4 "•1' —O ,
1) TOP it MID RAILS MAY 9E OF ANY CONATOUR MN PROVIDING THE SMALLEST' CROSS SECTION OF RAILS 1) DAY LIGHT OPENRIG IN PANEL OM �
IS EOM TO OR LARGER THAM TW DETAILED IN ORAIMMIGS. MAY BE OF ANY CONFIGURAITON. �
Q�'JE$1�7R ELEVAT(C1iV 2) WASTPLE MID RAIL (BOTH HORIZOW& 6c VERTICAL) MAY BE USED WITH THESE PANELS. 2) FULL LIGHT & OVAL CONDITION IS
3) PARTIAL. PANEL CONDITION 18 SHOWN AMC FLU. PANEL DOORS AND OTHER PANEL CONFIGURATIONS SHOWN, PARTIAL. LIGHT & OTHER 6"
SlNCI.E FIXEIJ PAN ARE ALAI PART OF THIS APPROVAL AND ARE SIMILAR IN CMMICITON TO Ttb1T SHOWN A80VE CSTNfi{GLRATIONS ARE ALSO IiPPUCA$kE a
SCALE 3Ia ° �T` -0 4) PANEL ONLY IS SHOWN. FOR INSTALLATION INTO FRAME, SM OTHER ELEVATOS. PRMIM PANEL CONDITIONS ARE WITHIN r�
iM}#A T IS SPECIFIED IN THESE DRAWINGS.
3) PAN ONLY IS SHOWN, FOR
. 9•IR�iit INSrAAflOT INTO FRAME, SEE OTHER '
2ay12.
' F 4 * - 1 O
BOSS GS -2 OR
SEE srs ax
G/ � 3 N0. 10 X 2 MW 995 S111COA
DEMU ON
SCREWS SEN ANT
BOSS GS-2 OR
ONE
SEALANT �dA{I_ CARNE �£rJ�IL � 0 x 2'
SEE STANDARD S�L.L CORNER. DETAIL
7 SON ®> ' °'. "". 1 �t T� S °`°
j a DOW s SIUCO >E
SEC77ON � am
REWS
• • • ' T�-4
SCALE: i 2 FULL i /4 SMS i W MEW TO
• • • • • • • STRtt >� SMt i & ADA 5lll _ Ct3Rtd R f?�'€AfL.
••• • • '� •
• • • s it i 2 OTHER SECTIONS LOCATIONS
FOR
• & INSTALLATION REQUIREMENTS}
•
91a°
0000 • • 00 • 00 . 00
AL- ••• • 0000 C
• • • 8 ws Y 3/4° tj2° MID RAIL
• • • • EXTERIOR • • • • 3 i /a OEEF' CONTINUOUS ID --
• • WOOD F. #: MF514BER LESS IN
SIZE THAN A 2x- BUCK (NOr
• : • • • • • REQUIRED WHEN SPACE IS 1/4" S /B" t2f6 x 3 Sj8
• • • OR LESS & MIN. 2' WIDE SHIMS WOOD DOWEL (TYP
• • • • *wKc 2x4 • • • • 1/4' ARE PLACED AT EACH ANCHOR}
P.T. BUpil' • SHIM WAL U °
� B1�K CT MO iNr W& -.- �..w�
ATTACHMENT FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS 2 i/x I Top RAIL
BY OTHERS
(SEE (HEAD SECTION SHOWN, SIDES AND SILL SIMILAR)
OF�rttlNAL.ADA THRESHOLd DETAIL 2 1 12" � 7/8"
FOR DETAIL NOT SHOWN. S'EE OTHER SECTIONS MIN. 2X4 P f
.T.
& am ATTACHMENT NO. B " C _a 4 1/2 `
OM1014AL SILL, 8Y DTHSRS r , SW (2 PER 2 i/2 MID RAIL monamwm
FASTENER LOCA'IiON .° :: CLIP; i EACH
a• '':4� �.4 : :. _ SSE QF sL1CK) 4' " ow n �
37 �
114' W 4 t / �• A•sp0set . 2?
SHIM MID RAIL 2 i12" L a ri a
8 xSMS - 2 i j2° C "-� UL OM sue.
{l PER C_ ��r
..,w ,� .�•4 • +� e; : � ,•t j. CLIP) I ° �"" �
. � ..; .:. � � '. ;'! "•o�.' : ;. •a1 `► :: ::'',.�. �..''.s.: ° [�;� PANEL. GARNER DETAILS •� .
i 2
(SEE ) ALL DOWEL AND WOOD TO WOW CONTACT
v OPI I GUP moubff DETAIL SURFACES ARE RUT GLUED WITH WOOD
QONAL R THRESHOLD DETAIL FOR DETAIL NOT SHOWN, SEE OTHER SEMONS ADHEME BY JOWAT ADRESNES, KORLOCK GT ?
FOR DETAIL Nor SHOWN. sEE ETHER SECnotus {HEAD SECTION SHOWN, sE}ES AND SILL SIMILAR} 4 -300A OR TTTEBOND It BY WEATHERPROOF. SHM mm
7 '�
MIN. ZX4 P.T. FRAME NCH SEE SOKE PLATE MIN. 2X4 F.T. BUCK & BUCK 1P' INS.
BUCK &BUCK ELEVATIO N) MUST 8E AT (SEE ATTACHMENT BY OTHERS AITACHbIiBtIT OTHERS to n
ATTACHMENT THICK SECTION OF JAMB. ELEVATION} - FRAME ANCHOR SEE
BY OTHERS (
r. ti S FRAME ANCHOR
i "0 9 ELEVATTDN MU e
THICK OFBJAMS. r (SEE E[VATION) If
1/4" MAX. 1/4" MAX, i /4" MAX.
ar e:6
SHIM SHIM SHIM
t
2 2 BOSS OS -2
OR DOW
Ma
••• g 02i ggg
• • SILICONE
• ••• • ••
• • • • • • • SEALANT
• • . • SEE S6I�,T 9_
• • • • • FOR "OPTIONAL
• .' • • • "'. DIRECT MOUNT"
INSTALLATION 0
.. .. / . �;..:.. / DETAIL
• • • `y w �• �L INC# �` o/ � SEE *AM "� SEE O- LAZINQ w
• • • EXTERlON • • •� ON rEXTE " � A a
ON EXTERIQR
• • •
•
61-
OR DOW _d
SILICONE
4 Zi aA SEALANT ao
Bass IN I
GS -2 OR Boss GS-2 OR
DOW SILICONE 9 ON 99S
SEALANT SEA AN
W
t j4 A SF'TW 1/4' j m mtvwmn a
bflN. 2X4 MAX.
P.T. BUCK & SHIM ' A710N} SHIM MIN. 2X4 SHIM
P.T. BUCK &
. ::x: ti : ,,. BUCK
gRA y `� . "': »' , `i e MIN. 2X4 P.T. BUCK ATTACHMENT :•` A.:.: '. �:.'::� :.'. ..; •. >rrt+traNas ; 9 1 6 9 BY 4THER5 SECTION A (SEEELEVATWN) S6CTIQN 8 B&YBOTHERS AcHMENT BY oTHERS SECT ION C ACR SCALE: f/2 FUL 5 SCALE: i 2 FULL ELEV SCALE: f 2 FULL 8 ((SEE ATK}N}
{STANDARD BUMPER THRESHOLD CONDITION FOR DETAIL NOT SHOWN, SEE SECTION A,`.
SHOWN. SEE OTHER DETAILS ON SHEET 7 FOR
__ ADA & OTHER BUMPER THRESHOLD OPTION.) X10
MOW
Mill
! vp
OVA
E .�4����t !� 1�� ���✓ )rxx'.a #x�xxaxr#T �� :.�� �
• 1A��XYrT &vY4'} rrKtYktxx�Xry
ixix��fFMY_r `i#YYYY1fxr #rrxrTTw
1
_
j ` I
� -,•.�� ,... �.. II"• �� tr •'�- �}.tarrYYr�trT � � _
T � rxxxrntrttxtxrt �� � x.
IX.AYI�.� }Y`AF c
IME
. r
i
�'k' 7, _ �� �✓ �1�'.xrxxxxYa' +r�� , a � - � f
�}+xtrrrxxrrY+:# � � tttttxxxX4MIL+7 surt�si.�rtxrE +� xxtxtxrt+ 1 �1t�. .� +• .. � ' "'
. � -� x!33 �3� � y►� ,��..
t� P$
3 /g' LAMINATED CLASS (. 1A 15/16' �"" SEE 1r LA NA T ED LASS ,n "lima
GLASS OPTIONS BELOW) 1 ` 1/8' TEMPERED GLASS •7/16' LAMINATED GLASS 1/8' TEMPERED CUSS
11 1 /2' CONT. SWICGLE (SEE GLASS OPTIONS BELOW) 3/8' CONTINUOUS L` ^�"""J 13
A SEAL BY TRUSEAL SPtASS OR ZINC DECORATIVE SW>G z Sm By
1/2 MIN. SITE PANEL PRESSED ON TRUSEAL DOW 995 SILICONE
71 12 W� FOR HOLD 1 /2 MIN, SITE 7�A
EXTFRtOR U r� 1/4 A GLAZING HO SILIC 99 MIN. BnE
1/4' STAPLES THROUGH 12 14 WT0 &A (1 ROW A N i 0 G.) TRIM STOP FOR FILM PASSAGE 7/8' MIN. SITE { �)
g EXTEND PET FILM MIN. 1/2' pOR 9 sGa }/ FULL
UNDER STOP AND SILICONE TO
n JAMB WITH BOSS GS1 SILICONE ADHERE STOP TO STILE/RAIL 15/18'
• • • • • • LAZiP�G DETAIL 1 WITH WOOD CLUE e e 1 /8' TEMPERED GLASS
7J18" LAMINATED MASS : • • • • • • �• � 1 : 1/2 FU (SEE GLASS OPTIONS SMOW)
• OPTIt1lf 1: 3�8' MHICK NEBULA GaLASSLAM SAFETY -PLUS LAMINATED CLASS 3/8' CONTINUOUS
• • • • • • /g' H. $, /W77 RESIN /0.009 PETJO.077 RESIN /1/8' H.S.) 7/18' LAMINATED CLASS BRASS OR ZINC G(N.E SEAL. BY
• : •� • OPTION 2: 3� �BLILA GLASS`LAM SAFETY —PLUS LAMINATED GLASS (SEE MASS OPTTOtNS BELOW) D TT �PAN}2 TRU /2'
j8 A
• • t /Q O7� RESIN /OA09 PET/0.077 REIN /1/8' AN.) EXTERIOR SWIGGL£ FOR HOLD 1j2 DO W MIN. BITE
995 �
• • • • • • • • 15 }7 SILICONE w
. ": D uESIG 12ESSURE
ALLOWABLE DESIGN OW 995 SILICONE �Q m
... Z, • PRESSURE suRE 1 / 7/8" MIN. an
• f 1diT41 O ONL (WITH GLASS OPTIONS 1, MIN, 6 8 go • • • • (t) DE51DN LOAD (PSF) 4 Ak 5 ONLY) BITE EXTERIOR 8 PINE PANELS
• D& EQ. tom. NEC NE6. M NM 1 3/16" MGM. OR OTHER
P
• • • • N ( 1) � B f —80 PSF a; a ,N ®ETA!L "5." APPROVED
• 1T 660 6oD SBA ».0 SC1�E 1 2 FULL WOOD PER
I9' 660 97.2 ac PLt 742 �D 71.6 (ALL DOOR SIZES) SCALE: 1j FULL NOTE OEM 2t' ¢ 62.6 4 oA 8 sea 68 8 T mneC* MM tcM OWL 3. 4 MATERIAL W,
23" eae sg7 53.7 $1.4 51.8 asp 4e0 LE POW Mm OPTION 3: 7 16' THICK GLASSLAM SAFETY PLUS II LAMINATED GLASS W16' AN /0.1'
NCTEs WHEN A 9INGf E PQlMT MQFtfIS£ //
2l' 1 1 63.0 43.0 41.0 41.0 8146 3848 1 IS UM, THE OEM POLYURETHANE POLYMER /3/18' AN) 9
2&76 37.1 37.6 36.6 66.8 64.7 34.7 32.2 326 SHALL BE LIMIM TO THE OPTION 4: 7/16' THICK OLDCASTLE STORMGLASS LWINATED GLASS (3 /16' AN/0.075
s4 67° 73° L OF N 1-8Q PSF THE STORMBLASS /3/1 AN)
APPLICABLE LOAD IN THE LOAD TA" OPTION 5: 7/18' THICK SENTRY GLASS PLUS LAMINATED CLASS (3116 AN /Q.09
(i) P Pl1 Nom WM ARE APPR0O FOR WFILTWO XWMiCE *0 nE BUMP✓<R SGP/'3/16" AN) C
1MRE rSJW 4 3t � L%M YARN THE *BAY Tt9tEe W 8 Tf =0 ARE NOT
AAPRDU&13 WATER RESt61ANCC UNIFY THE UtAT3 ARE ki81A4LED Di A NOR E AIWA ao
MW 111 t1NlT AND RE; AREA ARE MOM TO ACD6Pf IMTER Af.TRATION. DI , Tt1£ mw BE 1/4 STAPLES THROUGH
INSTALLED ONLY 9 LOW= PRDTW TED BY A CNWY 04 VAN T}1AT 7K ANU OMWEEN YNC EM GLAZING FIN INTQ JAMB 4
of D+E OR TO n" DEGREkS. (1 ROW AT t' Q.C.)
3/4' MIN. WIN WOOD PANED; gT'B
1 1/4' MIN. WITH MOF PANELS RANDOM BEADS OF 1 1/4' M WITH MLT PONIES 11 12 BOSS 491 OR DOW >wMr
318" MIN. WITH WOOD PANELS; GS4 OR DOW 995 SILICONE 8' MIN. WITH WOOD PANELS; i
995 SILICONE c
5/8 MIN. WITH MOF PANELS 31 5 1$' I N WITH MDF PANELS 0 " ,. a
BOSS GSI W1/21- OPTION 1: MbF {ME[XUM 1/2' MIN. SITE 8,009 PT SECURED WITH �'�
DENSITY Fl BERBOARDj PANELS
998 SI LICONE OPTION 2: EASTERN WHITE }� � RANDOM BEADS OF BOSS
EXTERIOR PINE PANELS OR OTHER BOSS GSt OR DOW l7TTERIORSNlCINNE EXTEND 9 j2" APPROVED WOOD PER NOTE 995 SILICONE BELOW MATERIAL LIST UNDER STOP AND SECt1RETO JAMB WITH SILICONE.
MIN. 7/8" EASTEfBN WHITE EXTERIOR PANELS OR OTHER 3/i B' 3j4"
1J2" MML APPR OVED WOOD PER
IL 76" LIST. BELOW MATE;tAL 1 3/4'
1NG O 1
{{ 1/2 FULL SCALE 1/2 FULL GLAZING DEt'A L V g 1p
L.�.,
4.562 0.750 f 4.562 0.750 1.687 -1.887
4.619
1.2 1.249
A 0500 I- A.SOQ
2.441 ----a� f �-- 2,441 8
\:J �1XED PANEL. AM Def1R �H �OPF}2�?L� [)t][1R �e�R 4MSQ0 M�
Q ' 0.878 0.375 }" 4.510 --
(1 .S00 MI N. FAR 7.000 7.0Q0
SIVEUGW
1.680 MIN, MIN,
V E 2987
1.878 {
..1.... 0.619
9.68Q ••.. • • 0. 750 3754 7A SiAN RD HINGE & ® SOP �
• e... 3B . Imo.
••.• •� • • P RA(L
• • 1.879
-- 4.500 MIN.
• 3.000 MIN.
• • SA i . : (4.940" MIN. IF A
• • • • •. • 0.619 CORNERED MID RAIL)
•i•• • •••••• 2.000 no - 1.887- 1.6 @7- $�
• • • • ( • • • • • •� 4B TDL BDTTD
• • 1.900 MIN. FOR
. )...... (9 )UMDAM-MID ML
• �^ -�^ Q.761 --1.] t
• : • : •
-0-6.10 . • • • &071
+ 3.000 MIN. A.2S0
�i- 47 T ( � MERE MIN. IF A
1.41? 0 1.404 0.439 1.395 CORNERED M!0 RAIL}
4` _L._ ^� 0.619 0.619 -
$ "' T 0.293 f- J 1.880 °
' 0.985 4.378
3 f L:1 A_ ?I,Nt� RF6f1 MIN. 4.000
use w 13 � Ad1D �fL
0.715 0.795
0.799
0.943
1.349 0.619 d I bbb355
0.437 1.34 1.3 1 - @ mu
0.4217
14 GLAZiNC READ 15 G e71N , R nn 77 GI A2ING BEAD 1 B @G=-= r. 14
---- 10.000 - ---^ -- - •( � 6 14.00fl L
0.376 4418" {1YP.} i i a.730 �- A.B56
_
0.609 0.0 9.000 0.600 a �W
17 owe
-� 1.250 2.437 3.375 2.437 -- 0.500 656 0'
0.375 --� 3.300 4.187 2.437 � 0.500
20 AC7111E PANEL RNEFt J2E►NFO F 21 N 4 B
THICKNESS 1/8" THICKN s = 1 8 rm.{}
.__.._
[KINKFAI Mr
fill
��C,"�a a � + Q"�1� • �f��.l ! nl;iia - � ��' a 's - , ,. fil�LJ
r.
t��`al ".L!'I`L i� ��'1+`'?�17Iia_�n.•t1i.�?t?a "� rf��7fi".�[:i'Tl ., .,, i �
��� ?��.11. ' ..�!s::.)�� �r 11' rS 1�1f. ,L'a�� � � Y : � �� �� � { . �p � � 3 ' � c��1i'.•. S'Li:a� '"
77 j: f
3?
�'� I T^a �i Yrw�...�_..1�L11...' a � of i1?�+affa.� `�tAy • _� ■ � 1.
—
l� � ,' .R7 a .��� w� . as , r ■ _. Iy : IMf � � �� j
� ".`t ����� a- 7Ca�.�� ;;I�y�a \:. A J.: �:. �... � C �.... a ' .A {._�� � k._ •�,, '� ►1 j
AIC
T a^ �.J� . Ur ix� 7 +s "'{.' Vi✓ fi
Iron
JP
,�'iP�� :; 3�C. ,f �.; 114ai.� -''�.. , car ^'. ll�... � �� - '/ ' .:. ' � � f.. .� •i a ,..���.- I
I ilr11111i1al -•f ). "' A��,�� ' .. 1 , 1 � i
i`.:y��►�±� �i? . alt.:fa.iu��r���fr1+���r(�F�k.L a7 1 - � / . +'y v F ., � .,..w �,.. r .."
1 .
I
� r
y
3
CONSTRUCTION
mm no
'tC & INVESTMENT, INC.
16
t � t
4
� 0000
i • • •• : : :• 0000:•
` pl • • •
. 0000•• •• •• •e•f:•
•
0000••
• • 0000:•
•• :a • 0000•
4 • •
, 0000•• •• • 0000•
00 •• •• • 0000•:
0000•• • •
Jl ,/ ° " • • • • 0000••
:000.0
. .:. . .... . .
• •
• • • i
do, jll�l
lru
"41 nw
My V6
r
a
_�C CONSTRUCTION
& INVESTMENT, INC..
�fflmmmml