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Plans 972 Ocean Blvd (vault) r A ; I f ,E v r i a 53� d,r4'y n.. r T v tt It Me aI I r Ok # I <'� 'E I �► CMZ► ► . Uw Loes% 1 p.III r'a + , i. , I d' 1 I ` It t II� � " II � " �} f II ,. ' � � ,`r� i�l IIS �{�'�r��l � 2xg� �t�-- Gt'� � � � � __ ��. ,�$► .���'c✓"�r lqii JU p r ¢ , ' P.-t. 2. C P T• ri + � , tr-$T Tc ab '"�' JC�tST' (S Z I TYr�'f 414 'fly ��k'�'V�FJ"f �' �Mi"� 1 � h'`' ► K� �'' e ` � N s Q � : ��� k, 4, t( ,�j} ,i�{�{ it h� l � - ��r "�.'. • � - F+...+....�.. e_.�...............�— --..,...�_._...�_.. ..�+ �.�—.+�..-. �=, ,p,��€* { � li ....� "it IIII�. x •".�. , ! �„� - - - - - - TH+ L� P�3..T: " � k ttld r rr J hE I,t tl 1 { r{dil'P'! t �r yyfF s�lpCpilll�) q�j,�{,, R Ip+'. r. s •it _ � � _ EEE y lit i1i �:"'�'• rL r'"cr Dom' jj l y){� iz ffED — �.. 77 65r f{ It 1I�; I���t ..0 K. 1 �tC 4 4iiV ! , ' lIl PI f ill Itr,.' • _ , LL 799 ;�r R PITT i/ a �� , p IIy E t t 5 I rt I 4' „ i a. ,.` , ^•s€. Vit.$:... a? +..=i t ..,. ,:, ..< __._.,-�__ _ � �. �,. _ _ __ AV --k - . 'FF y { fF= �� �� � '�R�' f'^ � ��a�������•,�� -: � jy��_ y `� ]+may _ , .. ; ,,, r 4, u, ;- _ ��A�Iril•i11_• • --� _ I�R�a + _ �e-'•.t '�1f� �1 - 77 7{ 11 - I •T• .4 >1L SOP Cop�;, , 1, � ;� ,, , ` �?� I ST► IQ.�'�1 K� C .I�rR , a Ili- , t S � Cw i , Atlantic of A l � Beach t Planning and Zonino uenf l 111111111 approval verifies complis,r:.-, ba:•� �n�{s.-=an+r�, zoning, ang. Subdivision and omer iaCc.:� development regulations, but Goes nat iz,4 Approval for`the issuance of per C with Florida Building Code Arad at! -a viae ani �r<'-' i f 1F n' Vicat, Slate and Fede er I , rRltttttt+' .BC!!; �■.�+ {+ � �"'�` � aaust be verified by si lure of;the,C+t� R= Beach Building { to f yr r 0 } iL AMM"d IV. rtimun evelc pmes-1. :�„<:�co� _ 7 r , _ & POS ail II j ° i '.fkl,�,., i141 :I, �, Is ” f�`{ ( �' +�1� � �-�+�'`� .G .r�}"�G-r�l�► 1 _ _ _ i r : .,:I.F�,! 'd I y„ ), , 1 # t,... f < , " / V�`T -Y, �� 1. I FBF - - _ - r,�,i<,)'s `I I :I I. ,_. ' 7 �t: l 31 ... I.t: j - Cr i';. S ( ' �j■!}�+({�//����r��II � € rj_,�. - .{ � t�r',�t! 4�h � ' , F' � r � 1 NIr � r i I I �VL• • ■ �� � � V r � pp l G, 99 ' , WASP :i, � � ', � # � 't i,.i�j,, �,.� !:.'. r�: 4 '; z i ," i€=. 1 Ba I i. ♦ � ► _ � �� iV�/�T _. I I &IJ � - ' " F=O - • TYf "�� 7 �€{ ,.;I@;',.,, i:.s €!I;#fit n .�� 1. h11 r k !. • � � � - - _ I I Colo 'V, a.; i s i: i I. ,i ,,I .,..r..+ ......-�,. ..�:.r+ •�...,..�- —.e...�....,.«...,....� !MJ f - Nt R B i<h u � i.H ,dl II II 6 APPROVE 5,.1 T hv:'»! EEA CCH AAW BEACH now ��{'�u "r , �i 1 € (. -T N a I �I ,"„ NE# OFFICE '�? { i '' 4 1 JO^T C) MAY 2 3 2003 ' fi I fl 2 ri 2nni I ,II h BY: It ;I g r $ r v l I '�I i � �y�.i}��I�� F'1"3�1 t I f I ➢kl f" P� � I��. �i - � _ f r III ; kd j t!t sl`eI,Ei k l _ , .I OAS I lost C r- i A� t Ui I i � E I i d, ! ; !I��I,4 k ' —'�I r'�•/•' `—f/� � ��� � 1A i� itk , a , �7 1 C I I _ 1 5 �4 f III 3k ti�a'} �t�� ' �� �[� I��g 3 ! i � � ��. �. r �R w ` , .�...a_...–......__..._.___..r..�.�- ___•'�� e _ _•..v I '. ff 1 1 a �I 1 1 E I i I i't I i I i§ 3�nji� ��2•� I �I�� � I a?i� # � t i fi z 9 "Iit I i b t I kI I ( , d � {r L.. tav^ i..Fvv,��'T I co fJ i"FI I i p H IN isff MIN 44 t� r y f w 4 L E 1. I. , y - iat - �, ,r I4 G , V V 11 -- t tUSNIG New i i C I , LoEi d r I I I •il. � , � � II � � I, I �. I _ 99, � I 199 I IS — — i p I 1 �' III', I.� �, 1 [ �'. [ �I.i#3 4 #.,f _ - • � i a , I i I } ,6PGP _ 1 i } 1415 ITe P i,�� � �I� I � i� ►� I� � � P �lI IBP'7 G� !aL1✓C k Ile I } . I + ## &SC f FOR CARRIER BEAM W!SOLID PREEN ROOF „. _ ALLOWABLE SPANS MS-<- 150 M.P.H. ALLOWABLE SPANS FOR SCREEN ENCLOSURE CARRIER BEA _ 0" 46 0" 50 0" SOLID ROOF SPAN=8'-0" : EXP B : UP T 150 M.P.H. r }i'fid :i ,^ ` ,e,,Ith 1 1 1 « • 1- N 1- 1— 1 I + j y k II „ ,y, TRIBUTARY LOAD WIDTH 10 -0" 14 -0" 18 -0 27—0 261-0130'-0" 34 0 38 0" 4I�' �U ' '}i SCREEN ROOF SPAN 20'-0" 24'-0' 28'-0' 37-0" yT 1.-01 40'—0" ! .� SINGLE SELF-MATING BEAMS 3" 5 1 4 10" SELF-MATING BEAM 2x4x0.044x0.100 10 -10 9 '2" 8 -1 7 -4 6 -9" 8 -3 5 -11 5 -7" � - 1 1 N • 1 • 1 « .3■ 5'-11' 5'-8" 2x6x0.050x0.120 11 -2" 10 -10" 10 -4 9'-11 9' -6 9'-2" I iE !' 1 17-9 10'..10" 9'-6 8 •T T-11 T-4 8 -11 6 -6 f$ IES 2x5x0.050x0.100 -6" T-2' S-10" 2x7x0.055x0.120 17-9" 17-3' 11'-8" 11'-2" 1t1.9' 10'-4" p 1 • « » 1 N ■ 1 N 1 1 , 1 1 • 1 2x6x0.050x0.120 15 -4 13'-0 11'-5 10 —4 9`-6 8 -10" 8' -4 7 -10" 7T �, : ':. �I.k, 'I.j , , 'a ,k ,{ I It. i I• i,. 1 N 1 N 1 1 • 1 ,�Ir 1 5' 8'-1" T-9" 2x8x0.072x0.224 16-9' 16 -2' 15 -8" 15 -3" l*­_10 14 -6" J. 1 , 'I I�I 2x7x0.055x0.120 17'-4" 14'-8" 12 -11 11 -8 10'-9" 10 -0" 9 -4 8 -10" � - :.I r 1 • 18'-5" 1T-9" 1T-2" 18'-8' It'-3' 15'-9' 1 ■ 1 1 • t- • 1- • 1_ N 11r 11 -4 10'-10" 2x9x0.072x0.224 ' .I1 2x8x0.072x0.224 23 -4 20 —7" 18 -2' 16 -5 15 1 14 1 13 2" 12 6 IM - „ I 1 1 1 1 • 131.611 '-10" 17-3' 11'.9" 2x9x0.062x0.310 20'-0" 19'-4" 18'-8" 18'-2" 171.8« 1T-3" 2x9x0.072x0.224 25 -7" 22`-3 19 -8" 1T-9" 16 -4 15 -2' 14 -3 • e ■ 1 1 r 1 1 1_ • 7" 1313 4 2x10x0.092x0.369 27-11" 27-2" 21'-5" 20'-10" 20-3N 19--9- -111x9x0.082x0.310 2T-10' 24'•11" 22'-3 20'- 22" 16 -2" 15 -4 1 - — ,, 1 N 1 • « 1 • 1'-7" 20'-1" 18'-10" 17'.10" 15'.6" SOLID ROOF SPAN—17-0" : EXP B : UP Tjtp 150 M.P.H. 2 x 10 x 0.092 x 0.369 31 -11 28 -6 25'.11 23 -5 2 SELF-MATING BEAM • • 1 « 1 DOUBLE.SELF-MATING BEAMS t 1 ■ » 10'-4 9'-11 9 -6 9'-2" 111'-10" 8'-7" ,f 1.1 n .�Ih N , ■ 1 ■ 1 N 1 1 1 N 1- 4 I,1 Itz , 27-5 20 -1 18 -3 16 -6 15 -2" 14 -2" 13 -3 12 7" 1M -11 11 -5 10'-11 2x6x0.050x0.120 r. :! W x 0.055 x 0.120 1 1 • .�, N « » 1 N 1 N 16 -1 15'- P5 2x7x0.055x0.120 11'-fI' 11'-2" 10'-9' 10'-4" 1m'.0" 9'-8" II , " " 22 -8 21'-5 19'-11 18 -8 17 -8 I� -10" t .�, 2 x 8 x 0.072 x 0.224 29'-5 26 -4 24 -2• 1 1 1 • 2x8x0.072x0:224 15'-6' 15-3' 14'-10" 14 -6" 14'.1■ 13'-7" N i ■ 1 1- • 1- 2 x 9 x 0.072 x 0.224 37 -3" 25--10 26 -8 24 -10" 23 1 21 6" 20 -2" 19 -1 118 -2" 1T-4 16 -8 1 N 1 1 ■ 1 x0.072 x0.224 1T-2" 16'-6" 16'-3' 15'-9" 1$'_'1" 14'-9' t • 1 N 1 1 _r 19 -8 18 -11 2x9 35 —1 31 -5 28 -10" 2T-0 25 -6 24 -4 22 -11 21'- p: 8 - » ■ . ;I 3}('; E ;• I; I , I ! t :;, I, 2x9x0.082x0.310 1 • 18 -8 18 -2' 1T-8 1T-3 1f -10' 16 -6 +I 133'-1" 30'-11" 29'-3' 2T-11" 26- 40 g4 -0" 22'-11 27-0" 2z9x0.082x0.310 1 N 1 » 2x10x0.092x0.369 -3' 38 -0" /_ 1_ , I �, ,k ', I,ii ' , , 'p ' ,� � ,.• I I ', II ' NOTE:ALUMINUM BEAM ALLOY Stull BE 8083.78 wm1 MINIMUM SENDING STRENGTH of 15,000 PSI. 2 X 10 X 0.092 X 0.369 21 5 20 -10' 20 -3 19 -9" 1� 4 16 -11 — SOLID ROOF SPAN 16' EXP B : UP1TT0150 M.P.H. SELF MATING BEAM , , ,:; 2x6x0.050x0.120 �'-4" 8�-1• 1, ! ,1. 7x0.055 x0.120 IV 9" 10'-4" 10'-0" 9'-8" t I I 2 x {q �'-4" 9'•1' 2 x 8 x 0.072 x 0.224 14'-10" 14'-8" 14'-1" 13'-T ' rl � � 1 16 -3 16-90 15 -2" IA'-3' IT-10" 2x9x0.072x0.224 two2x9x0.082x0.310 1T-8' 1T-3" 16'-10" 16'-6" I�'.� 15'-9" Cw 1 « �'-V 18 _2" j 20 -3 19'-9" 19'-4" 18'-11" ' 2x10x0.092x0.369 M NOTE:ALUMINUM Ali BEAM ALLOY SHALL BE 6083 78 WITH MINIMUM BENDING STRENGTH OF 15,000 PSI. ALLOWABLE SPANS FOIR 3 RIB RISER " IS PANELS ALLOWABLE SPANS FOR 3 COMPOaITE ROOF PA • x ! '+ 12" WIDE PANELS SHELL METAL THICKNESS 0.024" 0.032' 0.024" '! Y B t B C METAL THICKNE EXPOSURE CATEGORY g C a EXPOSURE CATE a 1 P.H. WIND SPEED(M.P.H.) WIND SPEED M 100 15'-$' 14'-9' 1 T-3" 16'-3" 101A 9'-10" 9'-3" 110 15'-2" 13'-8" 16'-9" 15�-1" 1 n « 1 i1(Q 9'-6' 120 14 -4 17 10 15 -10" 14 -2' 1 N 13'-6" 1A 9�-0' 8�-1� 130 13 -8 17-T 15'-1 8 -7" 7`- kill, -8 IT N / N 1VCr 140 13 -1 11 -8 14'-5" 17-10" 8'-3" T-4" h,. "�&. t « 1 N 1 « 1 ■ 1�A p , , 4i .,��r 150 12 -5 11 -1 13 -8 12 -3 1f� r.9 COMPOSITE ROOF PANELS 0.030 ALLOWABLE SPANS FOR 4 C METAL THICKNE 100 19'-0" 17'-10" 20'-11" 19'-8" I� 10'-7" 9'-11" �_ N 16'-7" 20'-3" 18'-3" 10'- 9'-3" 110 18 5 1"Il0 -r 19'-r 1T-r� 9'-8" V-8" 3- PATIO/POOL SCREEN ENCLOSURES t1' 120 17'-5" 15 1180 DRAWING 5 OF 5 , � 1 ,+ ' I� I� � I�'' �I i � �I _ 130 16'-7" 14 -10" 18'-3" 18'-4" 1�0 9'-3" 8'-3" 140 15 -11 14 -2" 17 -6 15 -7" 1� 8 -10" T-11" REVISIONS 1 -6 16 -7 14'-10 8 -5 T-8" 31 N 1 « N • N I LE i DRAWING EFFECTIVE t JANUARY 2005 N 0.050" ABLE SPANS FOR 5 COMPOSITE ROOF PANELS METAL THICKN _ E I ALLOW 1 Nit , g d 100 27-1 2C -9" 24 -3" 27-10" 17 1 N dig • f . sG' 1�Y 10 -11 I IL. �r',1, I I 1 N 1 0 12-10 J .i, ,I ¢ya ,. ifl:' �. I" I. jl' 1 N N '('1• - 1 1E 3 23 -6 21 -2" I'I -4 s , I „ s 21 �L' , I I',, , i 1, �. , ,. I ,,. . ,I �, 110 N 1 • C r , ! # 1 N ill-5 10 -3 1 kF , 1 :1 N 1 N 11E. :... a I'i .I...i,. K r I I. �d � � , pp-1a 1: .A n .:� 120 20 2" 1F. 1 22 -3 �a � 1 Ila II;I, I ,,i t., S.,� „1'.r 3. .::,{ - • 1 • - ,� 1 a . N -.1 N I 18 -11 21 -r 1 19 -3 1� -2 I' 30 , « 9 -4 111-7 N 10 -8" 9 1 20 -4 18 -1 11 140 -6 f -5" > 1a t N a _ , �� a „ IL N 1 N t 9 -11 8 -10 I 1.1 -8 19 -3 17 -2" 150 17 -6 s I'' _ C BENDING , I a TENSILE 11 NOTE.ALUMINUM ALLOY . - Is: - • NOTE:ALUM ALLOY 3105 H14 0R H25 W17N MINIMUM TENSILE BERING STRENGTH OF 18.000 PSLmeg+ 6VlNJ STRENGTH OF 26,=PSI. " INSULATION DENSITY•I PCF, TABLES SP GR THE OUR RAt ` I 1 CERTFICATION EXTENDS ONLY FOR THE SPISTED. i o- I. I I