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RC-02-21-466
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Gounty _ ... Ex�mption Value t �50,4Q0; ��54,Q00� ���_ $5Q,OQ{l �_,�____.____n__�.�� �____�� A�s�s�mer�t 9�f�rrn�tion Taxable Va�ue ������--�������.���_ �tt$311,355; $3Q3,231 �303,231 ._________�.��.� �.��.� �..______a��.�._-___��a...�.�m_�� Year � 2020 �019� 2Q1� SchoolBoard �._;_. � _�.�__�__ �. �.. .� �� _�.� �_ m��. ____�.__ � �._� __ E.�nd V�lue i $239,C}85 �239,�$5� $239.085 �xemptic,n Value ; $25,Q00! �25,OQt}� $�5,400 � __�...___ _�.� _m.�_�_. _.. �� �__. �_�� ��_.s _._ ... .s._. _. __.m_ � B�sitdir�g ti�lu� � �151„540 $142,716� �112,7�6 Ta�abl�Value ' �336,355� $32�,231 �328,231 ___�._._, _ +} _________.. __._,__n_.__ _....�__.____._ i !l� YC��UQ� � W���JV ���'#Jlt3 �V��`tJW �I�... .. .._.._ .�.. ...�.....�..._.e.e_ ._..�_..._ . �......«.�............�.p. ... .. ...�'�.. .,.......... ��.._.......�n...................„,m.�....�,.......,,�p......a.........e......�. �........�.��.....m...........�.,..,.............»..�.�......,.....�a.. Mark�t Value _ �392 Q1 S $353 231� �353 231 �xemptic�n Value ; $50,000-� $50,OQ0' �50,400 __._� ��,. .� �.e Ta�able Vaiue���_ � 311,355 Ass���ed Value�rr��� �-�$361,355 µ.M__�$353,231� �353,231 � ( $303,231 �� $303,231 _� __�m_. �_�. ��____� R�gion�I �enefi�s tr�forrr��tian �.. �_mm. � r_.�_�.__..� _�_ .. � w._ �.___��..�m_._��.�__. Exemption Vaiue � $50,0(?6� �50,004� �50,000 Be�efrt � TYPe � �� 2024i 2Q19; 201� T�xableValue ' �311,355� �303,23'i��$3Ci3,23� Sav�Our Homes Assessm�:nt � ������ � Ca Redu�tion € 530,660i i P [ i � 5�9�:s In�o atior� mm�.��___--� Hom�stead ��mption �$25,OOQ° $25;OOQ1 $25,000 Previaus Sale Price QR�oak-Pac�e QualificaFi�n C?escription Secand Hom�tead `Ex�mption��-� ` $25,OQ0} $25,Q{�4��25,{}OQ 08f42/2016 �435,00f}' 30181-455� �Quai tay exam of deed Note: N�t a!I ber�efits are applicable ta aIi T�xable Values(i.e.�ounty, 06/01t1979� �$74,50fl 10Q36-1227 Sales which are qu�lified� Schoal Board,Gity,€2egionai). 1010111975 �63,04Q�OQ000-OQ000 Sal�s which ar�qu�lified�_ Short Lega�E?es�rip�ior� 07f0111974� ��61,500 fl004�-t}OOQ4 Sales which are qualified MIRMI SHQR�S ESTATES E�B 47-58 LQT 15 BLtC 3 LQT SIZE 75.OQQ X 136 _ �.._�.____...___.�_. OR 1Q436-1227 0679 1 75R-213561 The Office of the Praperty.4ppraiser is continually edifing and updating the tax roll.This website may naE refiect the most currenf informatian on record.The Property Appraiser and Miami-Dade Gounty assum�s no 4iablity,see fulE disclaim�r and User Agreement at hftpJiwww.miamidade_gaviinfaldisciaimer.asp httpsJf��%.mia�niciade.gc�v/Apps1PA/pre�pertvs�G�rch/ 2/23/2021 w . 4 �. .��S'��,�Y��� . � ��i� iPl1i� . 9� 1 ... �� d iLAk ti,:�� . 4�� �: � � �a�, ^��".�� ,w= �.� � � ����� 1�05Q �.�.2nd ���c��� ���rr�i �h�r��, Fl��id� 3313� T'��: �3C1�) �9�.22(�� ���; (30�} 7��.��?� ' � �F C�NTR��Tt�R�� A FLC�R9��STAT�C��7lFI��G�hiT�CT�6�. �. CC�PY �F C�U�I�I�I�R'S �TA3'E �.I��N��S �, ��PY�F �.�?CAL �4��IN�S� TAX RE�EIPT �. 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R-Value Area X N'fM= Lc�ad � 1 Vented Atticf�fShing {O.Q32) 30.O1E}A 480 0.7 321 �tuh �eiCin Total 480 s ft �21�tuh FE��r� Type lJeff. �-11�1u� ai�e X HTN1= Laad 1 �lab�n Grad� {1.1�0} O.CI 120.0 ft(p�rim.) 24,� 29T4 �tuh F(€�or Tot�l 4�0 s �t 2974 �tuh �nv�lc�pe aubtot�l: 6024 �fiuh trtf�6tr�ti�rt Type Wholehous� R�FI voEume(cuft} Wall Ratio GF�l= �lafiural 027 4320 1.04 19.6 453�tuh �uc# i��� NA, R0.0, SuPP�Y�}, R��urn() (C�l.lU9 af 0.0{}0} 0 �tuh All��t��� ��r��ible Subtata[AI�Zone� 64T7 tuh �, � �l w>� �ui�t�Eat Sensible Neat�oss 6477 �tuh 1`�taE�f�r h�eafiir�c� Ventilati�n Sensibl� Fieat Los� Q �tuh Te�taf H�at Loss 6477 �tuh EnergyGaug�/USRG2B v6.1.�6 Page 1 . . 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Ueff. R-Value Ar�a X HT[�� �oad (Cavl ah} 1 Cc�nc �Ik,Hollaw -�xt (0.132} 5.C3IO.Q 135 2.76 373 ��uh � �o�� ���,�o6�ow - ��� �a.���� �.ora.o s�� �.�s ��o ���r� 3 Gonc �Ek,Nollow - �xt (0.132} 5.4/€�.fl 144 2.76 39� �fuh 4 Conc �Ik,Nallc�w � �xt (4.132} S.OlQ.O 20T 2.76 572 �tuh Wall Total $Q1 � ft 2213 �tuh ���rs �`ype Storrn Ue�. Ar�� X NTM� Lcaad _ 1 W€aad- E�terior, n (0.2E}0} 48 4.2 202 �tuh �oor Total 4� � ft 202�tuh ��ilings 1'ype/G�I�rISur€ace lJeff. R-Vaiue Area X F#TNt4 Laad _ 1 Venfied AtticJLfShing (0.032} 3t}.OfQ.Q 4�0 U,7 321 �Fuh GeiEin To��l 4�0 s ft 321�tuh F6�ors �"ype G1efF. R-VaEue Siz� �C HTM= �c�ad 1 �l�b(Jn Gr�de (�.180} 0.0 120.0 ft(p�rim,} 24.� 2974 �tuh Flc��r Tot�I 4�0 s ft 2974 �tuh Rc��m Ertvel�ape�ubtotai: 6024 �fiuh tr�fiitrati�rt Type WhQlehouse F��H Room Valum� W�II Ratio GFM= t�aturai 0.27 4320 1.Q0 19.6 �53�tuh C3tl���0�� i�o ducts as$igned to this zane. (�l�M of O.Q00} Q �tuh ��orn#1 ��nsEb6e P��ao� Subt�ta6 64T7 tuh EnergyGauge�f USRCZB v6.1.06 Page 1 . � e�� �r��i I Lc�� - � �r���fi �t�ils ���ntir�c�� } I�roject Title: 10626 i�� 11 CT 10626 N� 1� CT MIAMI SE�C}RES, �`l� �uildir�g Type: User 11(2712a2Q � � ����� a� � � � � ; �, � ,� � ����� �,� E s�, t ; < , ;�'� b « >ubtQtal 5en�ibl� Heat Loss 6477 �tuh ` Tof�Es f�r Ffeatin� Ventilati�n S�nsible Heat �ass 0 �tuh �'�tal Heafi Lc�ss 6477 �tuh �,31 i; ��.�:����� � 1. �I�ctric Sfrip M�a� 84flE1 ���h Key:Window types-RI�RC(Requires U-Factor and Shading coeffcient(SHG�j c�f glass as numerical values) or-Giass as'Clear"ar'Tint'(Uses U-Factor and SHGG defiaults) U-(Window t1-Factor} HTtv!-(ManuaiJ H�at Transfer Multiplier} Version 8 EnergyGauge0l USRC2B v6.1 A6 Page 2 . � [�11,�i�1��� �r��r—�a�n��cQt.rr��'�,��.c���a� � � �a�c�x����e�n�rz��a�a s���rz€�rr �a ���°���v°���z�E�cr�.��ro�a�p� ��a�c�m�c��sc� c�����zz} 3�sQs sw�s s� �,�����z�� �o,� ,�t���t������z�ts�r��.°r�ar�z��v�stta� °r�7s�}���-��s��a ��������.�—�s�� ` I�TC�'T'If'� C}�` t�.�C;�P�'AI�{�� t�.t� �ww.ma���a���. �v� iar�z']C�eh,I�ac. 3611 74 St�° t IYIi��i�l�`L,33147 �c���: Th�s NC}A is fa�ing iss�a�d under th� �pp���abi� Ivles �nd r��ul�ti�ns �c�v�rli�n� th� �s� c�f �c��s� ��i�z� m�tez°i�l�. °I'he dc�ca�rr��ntation subrr�i�ed has been r�vie�ved ar�ei aceept�d by Zvl�ami—�}�d� �ou�zty ��IZ— I't•c�duct Gc�ntrc�l S��tion tc�b���sed in Mi�t�t�D�de�`c�unty a�d a�l���°�€•��s�vhere all�w�d by the Atz�hc�rit� H�vfn�Jc�risdi�ticsat( .T}. This NC},r� sh�ll no� be valid �ft�r the ���air�tron c�at� stat�d b�low. 'I'he M�ami—I)ad� Cau�ty k'��c�dt��t GQntrc�l S�ctie�n(In zV�i�znf--I�ade Gc�unty)andlat•th� �(z� t�r�as c�thec°th�n M��rr�i�-U�de Gc���ty)r�s�rv� tl�e ri�ht to h�v� t[�is pr�duct or m�t�ria3 #est�d for c�i�ality �ssue�nca pu�•pc�ses. �f this �arc�dt��� c�r ��t�ri�l f�i�s to��r�"o��n �n the����p�d rri nex,the rnanufaeharer sv�li ir�ct�r the��p�n�e�af such�estirt��nd the�k�J cn�y ic�erned�.at�ly r�vcake, �aodify, ar susp�nd the us� caf�a�ch prcad��ct oc r��t�r�al withit� their�u�•isdi�ti�at�. R r�s�rv�� th� �•i�ht to r�vc�ke tfiis aceept�n��, if it is det�rmit��d by Miami I�ade Caunty Prc�d�a�t Coz�trc�t Sect�e�z�tiiat thi�pa�aduct or n��tarial fai[�to meet the req��[r�zn�nts c�f the appiic�bl�b�zildin�ccac3�. '�'his prcad��t i� ��prt�v�d as d�scr�b�d her�ir�, �nd Ea�s b t� desi��d tcs corrtply ivith th� F'lc�r�d� Bt�itc�i�� , �c�c��,incl�di��th����h��loczty�I«rric�ne�ane. �S� T��l1�T.�[t� i�u Af�St�n€I P'1�{)VA.L �f}C �N'�: I3raE�i�� I�Io. 15��476, �it�ed "�,iezf�ir�urn �/G �t�nd F J-IZ �onlpdi t", � �t�eets 1 c����h i3 caf 13, dat�d O111�}12407, with l�st revi�rto� #�, dated #?71071�015, pr�par�c� by �r��ineering ���ress, sa�ned and seated by Fra��k L, �3� �°dca, P.E., bc�rin� tSae Ivti�nr�i4l��de �c�c���� � Prc�du�t t�c��.trc�l z�evisic�n st�r�p �v�t�� th� Not�c� c�f Aec�pt c� numb�r &� �x�° tion dat� E�� i0�i��nip��d� �c� ty F'rcadc��t Gc�ntrc�l��cti�n. gS�II.E I A�'� �; �Ta�ee I��B�� �: �,�ch ��r��� sh�ll b��r a p�rsr���er�t [abel with th� �m�n�f�ctur�r's r�atn� or lo�sa, �ityk st��e, ' �r�od�]/sei•i�s, ��1c3 fall�awin�st�t�r�en�: "Miam�—Dad�Cc�i'r�t�Fxc�d��t Gc�ntrc�[�g�p�°ov�d"R ��r�i��s ot�� as� r�oted�l�reir�. 3V�:W�L af this I�TC}A st��ti be cc�nsidered �ft������ne�val sp�alic�t�ax� I�as b��zs filed�nd tl��re h�� be�t1 rao ch���� °sn th��pplic�ble 6uild����cade ne��trvely��e�tin�th�perfo a���c�o�thfs p��aduct. `�"E L�1A'�I�?I�T of th�s NQ�4.svvill cut�aft�r�h�.�xpi�•�tian da��or�f�kaec•�h�s Ea�en a��vEsic�z� ar�t��z�� x� the xn�.t�t°���s, ��s�, arad/or zza�n�f�ctut°e �f tliu p1•oducfi car p��ocess. Misi�se �f t�is NC�A�s ����adars�z�e�t c���ny p�°c�d��t, for s�l�s, �d��rtisi��c�r y otllez•pc�r�as�s sh�il��tc�m�tic�ll�t�xrnit��te th►s I�C��. ��il���e to ce�s�ply�vit�► �r�y s��t�c�n of this�TC�A sl��li be c�use for t�x�min�tiozi aiid r�rnaval ofNt�}A.. �.i}'V�RTIS� �d'�: T�ie N('3�. zaurnber grec�d�d by t�� wc�rds I�1���ni—T�acie �c�uraty, �lcarid�R a�d fc�lle�w�d by fih� expir�tie��i date rn�y b� disp��y�ci ir► �dver�isin� �iteratu�e. If a�ty pos-�ic��z t�f��ze Nt�� is _ d�splay�d,th�n it shaEl�e dane�i�s�n��rety, S�'��`I`ZCDi�: A �e�py of this ent�r-e NC}A sl��ll be provided to th� user by th� zn€�r�ufa�tur�i� c�z° rts distrib�tors and sh�Sl be�vailabie fc�r inspectio��t the job szte at th�a�equ�st af tl���uildin�Qff'i�i�1. �`his N(�A rev9se�N�t�# 13m1Q�7.09�nd consists of this g�ge 1 �nd evid��c�pages�-l,as�v�11�s ' ap�rc�v�l c�o�uttter�t zs��ntian�d abQve. The submit��d docun�ec�t���an�as z�ev�e�u�d by Jc���e .Plase�x�f�,P.Ee NC�A l�ia�. 1SA09Q2.0� � E• ����L►NT� �xpir�tioat��t�: Janu�ry I5,2U�9 .�..�.;� � "s��\`� A�pr�v�i��tes iV��xeh l�p�{D.Ib �'�g�1 , � , � �� °�nai T�ch Ine. � °�`�C"� �` ��CC�+1''�`.�I�i��� EVIT��N�� S[I �`�'�"�� �.a �S - 1, I?r��ir��No� ��m24'76, titl�d"�Iumi�u���IC Stand II����ai�pli tp', ��e�t� 1 t�z•cr��� 1� �f 13,dafied OlJl�1�(�07,�vith I�s�revisic�n�#5, d�t�d{}7f�702Q1 S,pr��ared b��n:�i�a��riz�g��pr�s�, si��d��d se�led by�r��k�,. ��z�a.rd�,�',�, � `��"<S�'S l. L.�a�d�'�s���a�ca�'.�� `rz�a�a�I� S� d:Post�a W��d�d� �pl�t�,p��par�d by �� M�t�llur�,�c�1, I��.F QC�v1 J�b No. 15 -95�,d�fi�d 11f1311S, si��d by ����1ac;i�f�r�c� (Ttal�rntr�r�y��s�ir�,� �e C:.�.I,C�T�.�TI 1�`S 1. Ez��zne�rin�d�si�ta.c�1�u�a�i�ns,prep�red by���ffn��r�n���press, d���d O�J21 f2fl 1 S a�d 02/2S/2016, �i�ned d seat�d by F`rank L,�ern�rdc�,P.E. . IT I'I'"�''A���IJ 1'Y�E I. �1i i D�de T?�par�ranent Qf Re�uia.tary a�ad��orac� ic�t.esc�izre�s ( R�. �. A.°�'� TA�I� �� �'IFIC�'�� �i� 1, I�a��, - �', �`��T� ��T'I"� l. �tat�r��nt l�t����s d�ted{}�1�4f20�5 inc�i�ati��c�zr�plzanc�tc��"�� 2�14 (S`�'�di�is�r�) pz�p�r�d by , Es��in��rit����pr�ss si�ra�c� � s�aled by Fr L. �� arda, P,E. �e '� �� 1 o N'c��ic��f,�.�c��at�n���Ic�, I�w1f117. 9�zssu�d��l�i� �Te��a� �n�.F f�x th��r,A�l�a�ai���a �/� �t�ttc�, �p�araav�d c�� �2/12/2f}13 d��pirir��arz OlIl5f2f�19. �-�`� _ ,�ear��M.�'I�se��ci�,�.�, �'�°oc3uc�Cant 3 L?nit St�perv�st�r N(�A N+�, kS-4�02.OS l�x�lz��tion�l�te: J�uE��ry 1S,2Q1� A�apz•av�i�tate: M�rch �Q,2Q16 E4I � ..� r c.� ,r.�. a sri �l�°/�X�����.�{���8{...� ' ntcusvar rr� atc �r t1�SI�R! PFtES�UR�S: ;``''*,,, „ . , � c s�c�a�ns€a .y _.._ , . , � .. 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Praject I062� NE � 1 tl� •• ` •••. : ' ,• . .,.... ,* • � Caurt Miar�zi Shores FL, • •••••• ,..... , � � � � �'�l7'���.� •��• •i � f R�i S i * e • w • • • ••o• • •• •ets• � •�i��• f• f •��!�• s • • s e •• t• •• • •s���• �rA��.� c�e co�r�r�N�rs :•.,.: . �. • . .. . • saseme • • • • • • e• • �tIINI� AN�IL.YSIS............................................ .` .,.<....; ........!.!.e...!.. ( 7 e....: .. ,....... � .... ....:�..... . .... ..,...... - � . . ........ . C:C��iC:RE.I_E, �3F,�IV1 t1NtlLl`S[S fIND D�S[CiN........: ........:. t ................. �-) WC)OD L�I;�1M AN�I(�YS[S ANI� [�LSIGN........ . ......:... ................. ......... ........ ...♦ ........... 1(}-15 MASONRY V�fALL f1NAL,YSI� �NI�L}��TC�N ......... ........�r , �.�.,.. .........'.....,. .. . ............. 16-1? WOC�D POST ANALYSI� ANL�����GN ................... . . .....: .........� .....r...'..�. ....................... 1&20 CNECK FC�C�ING F'C�[2 :tJPLCFT:' .. ....,.��� ...,.....�.. .<.....��. ,......�. .. _....: �.......................�...........,......21 � � a� � �� � �_� 1 1423 Sea Gc�ass�;i�-, Bc�c� Ratc�n FI 33498 FH:754-422-8796. ��r�sl2a�o � 10626 wind analysis ASGE 7-1Q WENG ANAt�YSIS AND D��fC�t .... • . • ° • •... ....•. C3E�IGN AS�UMPTlC)Ne ••a° + •�• • • • •�*��i � � f EY.POSUF2E: G , •• •o a o a• ...•.. e ENC�QSUREC;LASS(FI�ATI4N Enclased �uilding<. :•�+•: MEAN ROOF FIEIGNT: 12.00 ft .°o••• •• . • . IMPQRTANCE FFICTOR: 1.Q0 •��• � '"�� •�e��• WINDSF'E�D: 175.00 MPH �s���� ��st�+ •*e��� 3= 4.80 ft •• •• •• s •o:o.• .•.•.. • . DEM�NSIONS OF SFf2UGTURE : f ; �� � �. 4��f f• • • • ! ! {FQR DESIGN QF SECQNE�F�QOR SHEAR WA,LI.S AND TRUSSES' 'e�' i ` •• i a•o a i �_�ENGTH PARA�LEC,TO REDGE LlNE= 55.00 ft �.eO�'e ' • �_�EPIGTH PERPENDICU�AR TO REDGE�INE= 50.00 ft • R�L�VANT�QU,4TEE}NE MAEN WIND F�RCE RESISTING aYSTEM{tuMWFRS P=qxGGp-qhxGCp q=0.00256x1(zxKztxKdx(xV". Kz=Exposure Coe�fieient 0 to 15 feet= 0.85 15 to 20 feet= 0.9Q 20 to 25 feet= 0.94 25 to 3Q feet= 0.98 G=Gust Effect Factor: 0.85 Kd=Wind Direction Faetor= d.85 Kzt=Topographic F�ctor= 1.OD For�1�=d.91 Cp=WaII Pressure Coe�cient Windward Wall= 0.&0 Leeward Walls= -0.56 Leeward WalEs= -0.3d For l�lB= 1.1� Side Wafls= -0.70 1 11(2612Q20 t0626 wind analysis P=qh x[GCp-{GCpi}] GCp=External Rr�ssure Gaefficient; GCpi=Internal Pressure Goefficients GCpi= -d.18 or 0.1� GCp is a factor of the campor�ents tributary are; .d.. Internal Pressure:qh °GCp -6.12 PSF or 6.12 PSF, i e + ` � s �••. .s.s•• •• • •!• f f • ! M DESIGN WALL�R�S�UR�S FQR MWF�S •++:s• •• +s s o i• •..... • d . A.}'FQR THE DESIGN OF SNEAI�VVA��S RN�ROOF QIAPNRAGN ."'" •• • `e°°°°: LIB= Q.91 •••s* a *ea• ••Ma• Wind Velocity Pressure: ••••s. .. . * • � s ssao• � • s •• •• •• • •sssos Oto15ft= 33.99 psfi=qh +�eoe• s • • , ' • 15 to 20 ff� 35.99 psf . . 2Qt025ft= 37.5� pSf e �+ ;�, '� •��•�• • .. 25 to 30 ft= 39.18 psf • • e i••••i .. . • • ..••.. • . WaN Pre�t�res: • Side waEl: Wiridward l.eeward PF2ESSUFdES PSF 0 to 15 ft: =qh �26.34 29.23 -20.56 -49.79 15 ta 20 ft: -27.�9 30.95 -21.77 -52.72 2d ta 25 ft: -29.13 32.32 �22.74 -56.06 25 to 3Q ft: �30.37 33.70 -23.71 -5T.41 B LIESIGN RC?4F P��S aUR�S FC?R�MNVFf2S ----- ___�.���________ S�OF'E= 3 112 Angla= 14A4 degeees --- h1L= 0.24 P=qh x[GCp-(GCpi)] iaind Direetion See Figure 6-3. Normal Ya ridge, qz= 33.99 For Windward,Cp= �0.99 P= -11.27 +I- &.12 PSF Far Leeward,Cp= -0.6Q P= -17.33 +I- 6.12 PSF F�r parafEe!to ridge: Q to hI2, Cp= -Q.90 P= -26.Qt7 +i- 6.12 P�F h to 2h -0.50 P= -14.44 +/- 6.12 PSF >2h -0.30 P= -�.67 +(- 6.12 PSF 2 ��t2st2oaa 10626 vdind anslysis SUMMARY OF THE MWFRS WIND PRESSURE: TRANSVERSE WIN�(Normal ta ridge}; PSF «.�. . . "' • • . . .�v• ..•.v« -1�2�7��� ����-17.33 PSF .• a .�. . • � • � � � ..•�.. •s: ° � , •••••o 4•.�•, • � � es•• :.Re•� � � w •w s • � • i e a �. InternaE Pressure � °�•' • .s ••.,.s 23.11 � +1- 6.12 —� -14.44 PSF e+sas• is s � • • + • • ♦ '�Re�re � � •° ss •• • •sees• ----� —� �•r s s• s • • --� --� : � ; ,• • • s • 4 • � s•e... s s • • ws s • :sweas '�"� 50.00 -----�' �� + e r o e i e � • ft ' EQNGITUDINAL WIND(ParaElel ta ridge}; PSf -�4.44 -�s.oa ���� � � T �� � �` �` `� T �`�``i��� -a.s� ��� �,��,�� � Internal Pressur� � 23,11 � +l- 6.12 � -8.67 PSF --� ---� --� --� � � � 55.00 ft 3 91/2612Q20 16626�vind analysis PARKLAND �FC}R THE L}E�IGN OF CC3MPQNENTS AND�L.ADDINE ARER INTERIOR E(VQ ZC}NE POSITIVE GCp GCp �ane 4 Zone fi Zone 4&5 Zone 4 Zane 5 Zone 4 &5 a••s • , 1Q.00 -43.50 -53.70 40.10 -1.1Q -1.40 1.Qd •`• •s•• ••e.•r 15.00 -42.$2 -52.OQ 39.Q� �fi.08 -1.35 0.97« ' ""si s �a 20.OQ P42.14 -50.3d 38.4Q -1.06 -1.3Q d.�'�°i�` •� •osas• 25.00 -41.12 -49.62 38.06 -1.03 -1.2� Q��o a d• �, s . 3Q.00 -40.14 -4$.94 37.72 �1.00 -1.26 0.,�3 r s� s o „ •o�s a• • • 35.Q� -39.42 -47.58 37.39 -0.98 -1.22 0.9�•�s� : �e s` •��•• 40.00 -38.44 -46.9d 37.Q5 -0.95 -1.20 6.88�•s e •• • � • i w ! t � ••a•s 45.Q0 -37.39 -45�$� 36.71 -Q92 -1.17 QQb� s• •• a �•s.•• 50.00 �36.37 -45.20 36.03 -Q.89 -1.15 0$$e••s � • 55.QQ -36.37 -44.86 35.69 -0.89 -1.14 Q�7 ' • ' 60.OQ �36.03 -44.52 35.35 -0.8� -1.13 0�$6 �! i'� ' s s e e i s e 65.QQ -36.03 -44.18 35.01 -0.88 -1.12 (}�$5 • . � •• • • •�••a• 70.OQ -36.03 -43.84 34.67 -0.8& -1.11 Q.8'4t ° :s••:� • • 75.QQ -35.69 -43.50 34.33 -0.87 -1.1 d 0.83 • �d.QO -35.69 -43.16 33.99 -Q.87 -1.09 0.82 85.OQ -35.69 -42.82 33.99 -0.87 -1.d� 0.82 90.00 -35.35 -42.48 33.65 -0.�6 �1.07 0.81 95.C�� �35.35 -42.14 33.65 40.�6 -1.Q6 0.81 100.00 -35.35 -41.80 33.31 -Q.86 -1.Q5 0.80 105.OQ -35.Q1 -41.46 33.31 -0.85 41.04 Q.€30 110.Q0 w34.67 -41.46 33.31 -Q.84 -1.Q4 0.60 115.00 -34.67 -41.80 33.31 a0.84 �1.�5 a.ao 12Q.OQ -34.33 -41.8d 33.31 -Q.83 -1.Q5 d.�0 4 1112612Q20 10626 wind analxsis •sf• • • • • See Table 6-5 far campanents&eladdings: •.•e s '••• .,.... Kz= Exposure Coefficient: Wind Velocity F�ressure: ' ••'• : .' ..s.s. f • "• ...... ...... Q tQ 15 fe�t= Q.85 0 to 15 feet= 33.99 psf=c�ho o• •• • i o s.o i 15 t0 20 feet= Q.90 15 to 20 feet= 35.99 {3sf ••s••• • . •• • • 2Q to 25 feet= Q.94 20 to 25 feet= 37.58 sfi • •• •.... � oess•• • 25 t0 30 feet= Q.98 25 to 30 fEet= 39.18 psf i�°••• .'°,°• ••o..' •s . •�o�s• •�•••• • + • � s • • • � •• • • s • • etw••• a � * � • •• • • e• • � � •��R�• as���• � • • 5 11l26I202Q 10628�u(nd anaiysis UP�IFT�C3ADS FC�i2 ROQF TRUSSE: � � �••••� � • • .... ...•.s Truss 18ngth = 12.5$ ft '� * ••• • •• s..s.• • AffBrent AfeB= 25.16 ft2 • •• •o s o o• a= 4.$Q ft •aeo•• + N�t pressura=design pressure C&C-1 d psf(d�ad loads •'••: .. • +••••s P 1 = -25.34 pSf •e o s' ! • s • • •• •�s�• P2= -47.Q9 pSf •�s.�• s� � . � P averhang a70.89 pSf s��s�• * + s •��'• s. . s...e. ..•... Farees parallei to ridge, F1 = 104 Ik�slft Fr�m Q ta h and from 2r ; • • ` •• Farces normal to ridge, F2= 86 Ibslft �ae roaf diaphragm lo�ds and�eacti+n ;`• •s •••.;s s � � e •• s s 47.09 47.09 pSf •s � ior«a• :soao� ��� . 70.&9 47.Q9 25.34�/-- � � 25.34 47.09 7Q.&9 psf � �. i � � �� 4.80 m3.� 31 i� 9.6Q ! �_3.31 A.�O ft i ; �� � ! 3.00 ft� i� ----- 12.58 ft �! �O.dO ft � Uplift reaction= 805 fbs � � F1 = �1 Ibs F1 � �� F2= 86 Ibs F2 N1AS�NRY: US�(1}NU�VU�NVSTAI4 WI(3)1Qd NAI�S TO TRU��AM1lD (fi)1Qd x 1 1f2"NAILS T��EAT Uplift capadty= 1426 E�bs > 805 �.K. F� = 950 !bs > 81 �.K. F2= 1430 �bs > 86 4.K. With MWFRS: 21� 65 69 UNITY�QUATIQt� U�LEFT REAGTIOFE +�,A�"�RAL REACTIC)N + P�RP�Pt€}.ft�,4CTldN 0.27 UPE.IFT CA�ACITY �.AT�RAL�Ai�ACITY P�RP�NE�.CARACIT Uplift capacity� F1 = F2= 6 11(26/202Q 1Q626 wind analysis UPLIFT LQADS FOR ROC3F TRUSSE: •e a• � , • . , , • .•.. .•.•.. TrUss Iength= 12.58 ft '* • •o• � `• AfifierentArea= 25.16 ft2 •oo�•• �•.' •srso• a= 4.80 ft •••••• • Net pressure=design pressure C&C-10 psf(dead loads •••• .. •+o•.: P 1 = -25.3�4 pSf •o a o s' ; � •* ` ` .. ..«.. P2= -47.Q9 �Sf •aoso• •! • • POVeYh�tlg -70.$9 (?Sf •���a• af•�:� •*fs• •sea•• •o•ro• • Forces parallel to ridg�, F1 = 104 Ibslft Frcam d to h and fram 2F ' • s ' . Forces narmal to ridge. F2= &6 Ibsift See roafdiaphragm loads and:eacti:n ;•f •� •...;. e , ' • s. . . 47.09 47.09 pSf �6 • i..oe. .'w°e.R . T � 7Q.89 47.Q9 25.34 5.34 47.09 7Q.89 psf � ( � � ; ( 4.$0 � -3.31 '` 9.60 i -3.31 � 4.80 ft� I rE- •�---�--i-E---------�,.-.�--�-�-- � I � � ( 0.00 ft� 12.5& ft �� 0.00 ft �\,j Uplift reaction= 592 fbs �j � F1 = 81 !bs F1 � �� F2= 86 ibs F2 �---� MASONRY: US�(1)SI[�IPSC)hl SlHG.4M1QKT Wf(4)#14 T"�K."aGREFt1tS T`O J�I�T AN� (4)1/�t x 2 3!4"TtT�N2 TO GC?NC�t�TE. �p�l�Ge3�aGl�j�= ��JQ L�9S ? �J$2 �}.K. F1 = 14Q5 Lbs > 81 Q.K. F2= 11Q5 Lbs > $6 Q.K. With MWFRS: 21$ 89 86 UNITY EQf1ATIC.�R t1FLIFT R�ACTBC}N +�,,4T�RA€�R�4CTlC}N + pE���N�.R�ACTION 0.42 UPL.E�T C�PACITY LAl'ERAL CAPA�ITY RERP�N�.CAPACIT 85Q 1Qd5 1105 7 Praject�'itle: Engineer: ProjeetlD: Project Descr: �rinted:26 NGV:2020,12:Q,r�tvS 4?{���r��4� G7�e�� � � � . _ �ItB:���.����_�Q���1�'��}1>�G� �. � .—.... .. .. _ , � , �oftware Copyright EN� ALC,f1�1C,1�J83-20'�ti �' �'20.$.�T ' s a e• �.� 4. • DESGRIPTfON: b1 �•�... � • • . +� • ....�� .o.... . + �QL?ER��'Et?EIV��S �•_w.� ., _ � o....r _. .__ _____ __ ___ __ __ __ GaICul�tionS perAGI318-Q�, IBC 2009, CBC 2Q1Q,,aSGE 7-10 •�o�` s' `o•" + + ..... �oad C�mbitl�tion Set: ASGE 7-10 ••a*•e w` � • � + • � � •��.� M�$L't'E8I Pt'Q��t'tBE.'S *� •� �e °� *s.��r• --�� _ 3.0 ksi Fhi Values Flexure: (?.90 _ � �' �"����� , "'' � ,• fE= fC1'2 ' 7.50 = 41Q792 psi � Shear: C}.750 � �'� ; �` � �'� �� •si�i• �� Density � 145.0 pcf �T - 0.850 ��+��'��� • •• � . � LtWtFaetor = 1.0 � , :...:. �'•�•� Elastic��odufus = 3,1�2.0 ksi Fy-Stirrups 40.0 ksi � ' , \q i fy-iNain Rebar = 60.0 ksi E-Stirrups - 29,OOQ.O ksi E-Main Rebar = 29,OOO.Q ksi Stirrup Bar Size# 3 Number of Resisting Legs Rer Stirrup= 2 �, �; �` i � ...,...� �.:s i � �� ; � €��c� ��L�e�c��. , _ e,_e .. a.. �� , d � �..e, . � � .t,, m� ��a � l �� ��Z ,\`,v��r���z�- t,l�, y��lq� bi�� �;�` �'���\�'s`��.�;�,Za,s�� `z`�\��`�l �`��'t'��, �,i �, � �.1\ �a Zr e i� �'i 2� •,'�i1,�;,t �i;,�,�" �,� j'�.,:1ti:����'s�\A�"�`„1,l�%� �.,�.,� ��� ��t S�4 �\� ���Y�.���, ���u �a.�� � � � �., �� ��.� �� �� .a�`�.��mvt�.e.v� ..:Y�...;.... ., . �4e, �a: �� �a.t . . aa. a .. . , � � i ' }� � '�'Q..Q� i ., .. ._.... ... ..... ___. . ........ ,.. .....,_„e _ .�_ � � � e_ .� ,_e , s��� °��er, e,,. , l _ : _ ... __ __ _ __ Cr�ss Sectic�n & ��infor�ing C3�tails Rectangular SectiQn, Widfh=8.0 in, Height=17.Q in Span#1 Reinforcing.... 2-#5 af 2.50 in from B�ttom,from Q.0 tQ 14.0 ft in this span 2-#5 a�2.50€n from Top,from 0.0 to 14.Q ft in this span �eam self weigh4 calcuE�ted and added to loads Load for Span Number 1 Uniform�oad: D=0.220, L=0,260 klft, Tributary Widfh= 1.0 ft t?��f�N a(1MMAf?Y •.. , � Maximum Bending Stress Fdatio = 0.543 : 1 Maximurp Qefiection __ _ _ Sectian us�d for this span Ty�j�����G���� Max Dawnward Transient Deflection Q.p��i�i Ratia= iE��t�>-36(7: Mu:Applied �Q.�g& k-� Max Upward Tr�risient Deflectior� Q.QQQ in Ratio= ;�<3�0.� Mn'Phi:Allowable 3g.(}�� k-� ���Downward Total Deflectio�� 0.061 in Ratio= 27 i 4�=18Q' Max Upward 7atal C}eflection Q.Q00 in Ratia= {�<18Q C � Location of maximum on span 6.987 �t ��, Span#where maximum occurs Span#1 _— -.....- ---- _ — --___ _. _ CCO�S SGCtf�t1 �tt'�t1�th 8c Btl�l'tia Top 8 Bottom references are for tension side of sectron . — _ Phi't�n (k-ft} Moment of Inertia (in"4} Gross SeGtion Bar�ayout Qescription Battom Tap i geoss 4cr-6attom icr-Top Section 1 2-#6 @ d=14.5",2-#5�a d=2 5". 3R.07 38,Q7 � 3,275.3� -_&14.19_ _ &14.19 ���jG�� ������p�g Suppart notatian:Far left is#1 __ Load Combina6on Suppoet 1 Support 2 Overall MAXimum 4.319 4.319 4verall MlNimum 1.A99 1.499 +D+H 2.499 2.499 +DtI+H 4_319 4.319 +D+�r+H 2499 2.499 +D�S�H 2.499 2.499 +D+0.75dLr+0.750E�+H 3.864 3.$64 g *Q+0.75QL+0.750S+H 3.864 3.�64 Project litie: Engine�r: Project ID: Project Descr: Printec�:2G N��.t 2J2�.12:Oi,�.n,f ` �ar��ret� ��am � � ���:���.��a���s�•r��i��,.�� � Software caPYnghf ENE CAL R�C,1983-20�tLt�ai�1 �'20,8.17 ' . .���;k i. 4,... !��! • D�SCRIPTlON: b1 •••!:. •.: ' . ...•�. ���... V4'etlC�f R�c'���It�C1S 5upport Ftotation:�ar left is#1 •��e � ` " -_. - -- - . .• .__ •••••• .._ _ _..__.. - Load Cambir�ation Support 1 .. SuPPort 2 _ :••,' ____ • •. • � ' : _ __. _ _�• _ .�s•. +D+0.66W+H 2.499 2.499 . ••�«s. s • •e +D+0.7Q�+H 2.499 2.499 •s#sw• ,�*w'� •aoe: +Q,�.750Lr+0.756�t0.45QW+H 3.864 3.&64 s��e s• ss«sa• *D+0.750L+0.750S+0.450W+H 3.S6A 3.&6� �' e � " •! +Dk0.75QL-t0750S+0.5250E+N 3.864 3.864 � �� a°,�e •� �s��i• -+Q.6QD+Q�60W+O.60H 1_499 1�499 � • a • •• • i +-0.6QD-r0.7QE+Q.6QN 1.Q99 1.499 �� � e'�t e i• �s���i D Only 2.499 2.499 • L Qnly 1.820 1.820 N Only ��tear Stirrup RequireEnents __ __ _._ __ _ _ _ __ .. __ _ _ _ Between 0.00 to 0.94 ft, PhiVcl2<Vu<=PhiVc, Req'd Vs=Ntin 11.4.6.1, use#3 stirrups spaced at 7.000 in Betwe�n 0.97 to 13.03 ft, Vu<PhiVc�2, Req'd Vs=Not ft�qd 11.4.6.1, �se#3 stirrups spaced at 0.006 in 8efween 13_06 to 13.97 ft, PhiVcJ2<Vu<-PhiVc, Req'd Vs=Min 11.4.6.1, usa#3 stirrups spaced ak 7.4Q0 in Nlaximum Forces $� Stres�es for Goad Cambinations �oad Cocz�bina6on E.ocatian(ft) Bending Stress ft�suEts (k-ft} Segment Span# ��Q�g ge�� i�u.Max Ph��Mnx Stress Ratio MAXimum BENDING Envelape Span#1 1 14.Q00 20.09 38.G7 0.5A +1400+t60H Span#1 1 44.000 1224 3€3D7 Q.32 +1.2QD�.50�€+1.6pL+1.60H Span#1 1 14.000 °0.69 38.Q7 0.54 +120D+1.6QL+0.505+1.60M Span#1 i 14.000 20.69 38.07 Q54 +t.20D+160Lr+0.5QL+1.6QH Span#1 t 14.000 13.68 38.07 0.36 +1.20 Q+1.60 L r�0.50 W+1.60 H Span#1 1 14.QQ0 10.49 38.07 0.28 ¢1.20D+Q.5Ql+1.805+1.60N Span#1 1 14.000 t3.�8 38.07 0.36 +1.20D+t.60S+0.50W+1.66 H Span#1 1 14_QGQ 10.49 38.07 02& +1.FQD�0.50�r+0.50t�+W+1.60N Span#1 1 14.000 13.68 38,67 0.36 +1.20D+0.50L+4.5QS+W+160H Span#1 1 14.OQ0 13.68 38,Q7 Q.36 +1.2QD+0.5QL+020S+E+�.�pH Span#1 1 14.00Q 13.68 38.07 Q.36 �.90D+W+4.90N Span#1 1 14.000 7,&7 38.07 0.21 +0.9QD+E+0.94H Span#1 1 14.400 7.87 38.Q7 021 9 Project Title Engineer: Project ID: Proj�et Deser: Pt'inted:26 NOb'2;.�20.'I1:32f1M � Vt1�c�d B�am��- - - - �i�:�r��.���_��s��������,.��� � � , 5oftware coFYR9�t ENER�At„C,ENC.1983-2Q20�6ii�fd�92.2t�,�.i�i � ..�F�P 6.��. 'p DESCRIPTIQN: 2-2x12 syp#2 wood joist a�16"a.e. .... . . CC}1J�R�F�RENC�� • " •••• •••••• . . . , .. _ . •� . ... _. Calculations per NDS 2005, �ac aoaa, c�c aa�o, asc�r-�a . . •. ...... .. ...... Load Combination Set: ASGE 7-10 • ...... . . I����CE1I PI'0�8t'�l�S •s�• _..__ •s�s�� __ _..._... _._ r r ._• .t _ • Analysis Method: flllowable Stress[�esigr� Fb+ 75Q psi E:�vlet�iuc of Elasfi�fy'.,' ����� Load Gambinatian ASCE 7-10 Fb- 75Q psi od�x�, ., �,40Qksi • • es�am Fc-Prll 125�1psi F�ryi11��Q-xx '..',510ksi .�..•. Waad Species Sauthern Pine Fc-Perp 565 psi ...... • . Wood Grade No.2: 2"-4" Thick : 12°Wide Fv 175 psi ` ' ; .8 '. Ft 450 psi C}ensity . . 3��3pcf •"'••• Beam Bracing Beam is Fulfy 8raced against Eateral-torsional buckling �ep�itiv�Memb�t Str�SS Increas� • •• . • aeass• ....__ _..___ ...__s .e._.. ___w. �.... • .._ _... __.__ ...._. ..... •���e• ........ • � �v � (��fl E13`��,.k{Cl 6�} , .,.....,<,,,_..,<. .<...,..«_.. ,,.�............. _.m_4>.>,,,,.,,,,,,.,,<_, <_„<.,.__.,. ,.� , . . , . , ,e„m,mem ,. � ,,,<.... .x ..,�.�,,,,,.,,.,...,,,,,,.,,,,,,,,,,,,, „ „<.,,„ ) i 1 I i :.�.�� ''��. � .., .. �-�Y`�� ��..���.. . ���t'i"�'�.�� , �...................... ,. i .... ...... ,...... �___.._._ __.__--------- .�._�.___-___.....___._.... . ....-----------.�._�._. . ' ........ ....... __- __. _.._. ....._ ....._ _._ ..._ ....... ........ ..... ._.. ___. ..._. .._. .._.. '. A[3�1�Eed LC��dS Ser,rice loads enter�d.t_o�d Factars will b����ii�J fo��calculatcc�ns. __... __ _ Beam seif weight Galeulaled and added to loads U«iforn��oad: D=0.0330, L=O.Q40, Tributary Nlidkh= 1.Q ft C?�S/GN SUMMAfcY �� ^ �� --- M�ximum Bending Stress Ratio = 0.9�2 1 IUlaximum Shear Stress Ratia - �.197 : 1 S�ction used for this span 2-2x�i 2 Section usad for this span 2�2�12 fb: Actual = 847.20psi fv: Actual = 34.51 psi ' , Fb: Allowable - 862.50psi Fv: AllawabEe = 175.QQ psi ' [.oad Combination +D+L+F4 Laad Combinatian +D+�+H ' ! �ocation af maximum on span = 10.5QOft Location of maximum on span = E�.00Qft ' Span#where maximum occurs - Spa«#1 Span#where maximum occurs - Spa��#1 ' Maximum Deflectian Max Dawnward Tr�nsient Deflectian 0.353 in Ratio= 713>=360 ' Max Upw�rd Transient Deflection Q.QpQ i� Ratio= Q<360 Max Downward Total D�fleetion 0.716 in Ratio= 35�>=180 �� , Max Upward TotaE Detlection 0.000 in RatiQ= 0<180 ' -_... Nlaximum Forces &� Stress�s for��ad Combinations . - __ - �aad Combination Max Stress Ratios Mament Values Shear Values Segment Length Span# M V �d �Fry G i C� C m C � G� M fb F'b U fv _F V_ +p+H 0.00 _._ 6.06 Q.Od 0 00 ��rlgth=2tO ft 1 Q.553 0.111 6_90 1.Q00 1.OQ 1.15 1_40 L00 1.Q0 226 429.07 77625 Q.39 17.48 157.50 �D+L+H 1.00Q 1.00 1.15 1.40 1.00 1.00 O.pO 0.04 Q.00 0.00 �angth=21.0 B 1 0.9&2 4.197 1.a4 1.000 1.QQ 1.15 1.Q0 1.Q0 1.OQ 4.47 847.2Q 862.50 0.7$ 34.51 175.Q0 +p+Lr+N 1.000 1.OQ 1.15 1.00 1.QQ 1.00 6.OQ O.Q4 Q.OQ 0.00 l.ength=2t�ft 1 0.39& O.Q8Q t25 1,O�Q 1.Q0 1.15 1.Q4 1.0� 1_OQ 2.26 429.�7 107&.13 0_39 17.48 218.75 +D+S+N 1,000 t00 1.15 1.QQ 100 1.00 6.00 O.QO 0.40 O.QO �ength=21.0 ft 1 0.433 Q.0$7 1.15 9.OQ0 1.Q0 1.15 1.OQ t00 1.00 2.26 429.Q7 992&& 0.39 17.48 2Q125 �D+0.750Lrt0.760�+H 1.000 1.OQ 1.15 100 1.OQ 1.6Q 0.00 O.QO 0.00 O.OQ Lengkt�=21.Oft 1 0.6$9 Q138 125 1.000 1.40 1.15 1.00 1.00 1_QO 3.92 74267 1078.13 Q.68 30.25 21&.T5 tD+0.75Q�+4.754S+H 1.OQ0 1.Q0 1_15 tQ0 1.Q0 1_04 Q_00 O.OQ 0.00 QQO Length=21.Q ft 1 OJ49 0.15Q 1.15 3_000 1.00 1.15 1.00 1.OQ 1.00 3.92 742.67 99t88 0.6& 30_25 201.25 +D+0.6dW+H 1.006 1.00 1}5 1.00 1.60 1.OQ O.OQ 0.00 6.00 0.00 10 Project Title� Engineer: Project ID: Project Descr: �r�ntza-zs r�o���>az�.��::�<��nt� � ._. _ m - �� �le;�Di���3_�66���:�E 11th.e�6 , �Q+C#C� ���C11 Sa{twareaapyrighE�NERCALC,iNC 1�63-202�,Buiid.i220.817 . :. .:�1.E R.��. � 'o �ESCRRPTION: 2-2x12 syp#2 wood joist cz 16"o.c. .... . . Max Stress Ratios Ntoment Vaiues; .°. "'Sfie�r Vaiues`•"••• Load Combination • -- Segmenf Length Span# M _ V �� ��N �! �r �m � t �L �_ t� s aF'b e •�i�. __.�, _F v '• �ength=21.Q ft t 0.311 Q.Q62 1.60 LQ60 1.04 1.15 t,QQ 1,Q0 1.Q0 2.26 429.07�138Q.00 --Q.39 �'1�48 2�t��"Oa•• +D+Q.lOE+M 1.Q40 1.QQ 1.15 1.00 1.00 1.00 •���Q�Q� QQO � O.QQ s��Qi s i �ength=21.0 ft 1 0.311 Q.Q62 1.6Q 1.000 1.OQ 1.15 1.00 1.Q0 1.Q0 226 429.07 f't'.3�d'pj} f�.S� 'I�.A8 280.00 • +D+0.750Gr+0.75QL+Q.45QW+H 1.Q00 1.QQ 1.15 1.00 1.60 1.00 •*•C00 9.Q0 ••a.oa M 9.�• Length=21.0 ft 1 Q.53& 0.108 1.60 tU00 1.Q0 1.15 1.OQ 1.00 1.�0 3.g2 742.67••1�89aC4 0_�i� +�6.25 �8Q.�4•� +D-tQ.75QG+0.750S+0.454W+H 1.OQ0 tQQ 1.15 1.Q0 1.Q0 1.OQ e��s0.0� �.�'Q�s Q.00 •�l��i�s s Length=21.0 EI 1 0.53$ Q.10& ?.60 1,40Q 1.�Q t15 1.00 t04 1.QQ 3_92 742.67�e�$QrQ�I R68 � 30.25 280.40�*� �D�.75QL+0_75QS+{?.5250E�N 1_004 10Q 115 1.00 100 1,00 4 •6_� Q.00 O.OQ 0.00 • Length=21.Oft 1 0.53$ 0.108 1.60 1.G00 1.00 t15 1.QQ tQ6 1,00 3.�2 742.67 138Q.06 �J.�R �34.25 gB�.Q("" +0.60D+0.60W+0.6QH 1.Q00 1.00 1.15 1.�0 1.00 1.00 : kG'Qp �.Qp'`0.00 ;p.g4,�: Length=21.6 ft 7 Q.1&7 0_Q37 L6Q 100C� 1.Q0 1.15 1_00 1.00 1.QQ t36 257.44 •t38Q.Cf� �����0.49 �Q.QQ • +O.60D+4.70E+O.60H 1.000 1.a0 1.15 1.Q0 1.QQ 1.00 0.00 �.OQ �.00 6.00 Lengih=21.Q ft t Q.187 Q037 1.60 1.OQ0 L00 1.15 1.Q0 i.QO tC�O 136 257.44 1380.04 0,24 1Q.49 28Q_0� Qverall Maximum Deflection� -- �oatl Combination Span Max."'C?efl �oca6on in Span load Cambination Max "+�pefl Location in Span . +a+�+N_... . _ ___. � _.__.. 0.7158 1Q.577 0 GOUO 0 OQ6 VeCtiCll Re��fii4tl� Support notati�n;Far Ieft is#t Values in KIPS __ .. -- - - -- _ ..-- ---- Load Combination Support 1 Support 2 Overall MAXimum 0.851 Q 851 Ov�rall�INimum Q.420 0.420 +D�H 0.431 Q431 +p+�+M 0,851 Q�51 +D+Lr*H 0.431 Q.431 �D+S�H 0.431 0.431 +D+0.75Q�r+0.75QL+N 0.746 Q.746 +D+4.7501+0.750S+N Q.746 6.7A6 +D�-0_60W+H Q.431 Q.431 +D+Q.7pE+H 0.431 0.431 �D�.750Lr+0.75���.450W+H 4.746 QJ46 +D*0.75Q�+9.750S+Q.45QW+H 0.746 O.7G6 �D+0.�50�+0.75dS+0.525QE+H 0�7�6 QJ46 +-0.G4D+0.6QW+t1.6�N 0.259 0.259 +fl.6Q0�.7QE+�.60H Q.259 4.259 D Qniy 0.431 4.431 L Only 0.420 0.420 N Only 11 Project Title: Erigineer_ Project ID: Project Descr: P�intc d:26 NrJb�2J2Q,i 1::i7Rf�4 ( ��r � � � � �i18:f�}�.�"F8�_10��G��11h.@� �; L MV�'3C}C� �#.'��'T1 5tltrivere c�pyrighf ENERGAI.C,INC.19$3-2Q2t#�uild:l2.�Q.8 97 ' � p,F t, . DESCRIPTIC�N: 2X12 SYP#2 WOflD JOiST @ 24"0.�., ,... � . ����R����EN�E� � a ..�. e���.. . - __ _ . - . � a a CalCulafiions per NC}S 2005, I�C 20Q9, CBG 2Q10. ASC�7-10 .��_ i •��s_s �• sra... .. :ss:.. �oad C�mbin�tion Set: ASCE 7-10 e ..�•.• . � � ����CE�E �CO�3�t"�t@S. . �ao� !� sss�sr _� __c _ • __- -- _- . . � ._... * .� • � Analysis Mefhod: fil(awable Sfress C}esign Fb+ 75C psi E:M af Etasti�ty .• `..�t LoadCombinatianASCE7�10 Fb- 750psi �+:� .. `�,400ksi ��:e.• FC-P�fl 1250 p9i FafWt�k�'.Ac�-xx "s e��9"I 0 kS� s e�w�� Wood Species Sauthern Pine Fc-Perp 565 psi ,�,�,� � . Wootf GEade N0.2: 2"-4° ThiGk : 12"WidG Fv 175 psi � � � s� s ��s��� Ft 45Qpsi Density � . 34�33pcf 6eam Bracing Beam is Fully�raced against lateral-torsional buckling �e�p.�v�Memb�Str�'s�Increas������ _ _ -- _ .• , • ____ -__ •o s s e e • � . �"�5'�Q(}E�} E � �( € I I � s "; � ' \ �x12 Span= 12.0 ft j i , , _.. . _... _ __ _ � A�l�lied L�adS S�rvice loada e�it�reei. Laad Factars wili ke�a{apli�cl fi�e calculat;ons. __ _- - - . _ ._._ . -- _ _-_ _.. . _ Beam self weight calculated and added to loads Uniform Load� D=0.050, L=O.Q60, Tri�utary Width=t0 ft L3�SfC�N�UMM,4RY �-_ k � __ ___ __ _--- _ _ Maximum Bending Stress Rat�o r __ 0.942 1 Maximum 5hear Stres� Ratio - _ 0.29�A : 1 Section used for this span 2x12 Section used far this�pan 2x12 fib: ACtual = 778.40psi fv: Aetual = 51.49 psi Fb: Allowabl�; - 862.50Psi Fv: R�lowable = 175.00�psi ' Load Gombination +D+L+N Load Cofr�bination +D+�+H �acation of maximum on span = 6.DOOft �acation of maximum on span = 0.000 ft Span#�rhere maximum occurs = Span#1 S�an#where maximum occurs - Span#1 ' Maximum Deflection Max Dawnward Transi�nt Qeflection 0,113 in Ratio= 12i4>-380 Max Upward Transient Qeflection aaaa �� �atia= p<3�Q , ' Max Dowmward Total Deflection Q.215 i�� Ratio= 67{�>=180 , Max Upward Tatal Deflection O.C}OQ in Ratio= t�<�8Q ', _.. _ _._. _ ---_ _ _._.. _ _ __ _ Maximum Force� & �tresse�fc�r Lo�d Cambinatian� Loatl Cambinatian Max Stress Ratios Moment Values Shear Values _. ._.. Segment L�ngth Span# M V �tl �Ftv C� C� G m C t C� (�� fb F'b V fv F`v _ _ _ +p+H a.ao 4.OQ 0.60 O.QO �ength=12.0 ft 1 4.4]5 0.155 Q_30 1.00Q 1.OQ 215 1.Q0 1.60 1.00 6.97 36�.80 77625 0.27 24.40 157.56 +D+L+H 1.QQ0 1.00 1.15 1.Od 10Q 1.Q0 6.QQ o.o0 0.00 a.00 �ength=120 ft 4 0.902 0.294 1.OQ 1.CtQ0 1.QQ 1.15 1.04 1_Q� 1.00 2.Q5 778.A0 862.54 G.68 51.49 175.Q6 +D�Lr+H 1.0�0 1.00 1.15 1.00 1.00 1,00 0.00 Q.00 0,00 Q00 Length=12.0 ft 1 Q.342 0.112 1.25 1_000 1.00 1.15 1.Q0 1.00 1.6C� 0.97 3G8_8Q 1Q78.13 Q.2T 24_4Q 2t8.75 �D+S+H 1.000 1.OQ 1.15 1.00 1_00 1.OQ 0_QO Q.OQ 0_OQ Q.QQ �ength=12.0 ft 1 Q.372 6.121 1.15 1.QQ0 1.00 1 15 1.00 1.GQ 1.Q�J 0.91 368.&0 99188 027 24.�0 2Q1.25 +D+0.75Q1r�.750L+H 1.OQ0 1.4Q 1.15 1_�0 1.Q0 1.OQ O.OQ O.QO Q.00 QQO �ength=12.0 ft 1 0.627 0.204 1.25 1.QOQ 1.OQ 1.15 1.OQ 1.OQ 1.OQ 1.7& 676.�0 107&.13 Q.50 44.72 21&75 tD+Q.75Q�+0.75�S+H 1_06Q t_QO 1.15 1.00 1.Q0 1.�0 Q.QO Q.00 Q.QQ Q.�iQ Length=12,6 ft 1 Q.682 0.222 1,15 1�OQ 1.00 1.15 1.00 1_OQ 1,OQ 1.78 &76.00 991.&8 Q5Q 44.72 2Q1.25 +D+0.60W+M 1.006 t.OJ 1.15 1.40 1.00 1.00 0.06 0.00 Q.OQ �_0� 12 Project Title: Engineer: Project ID: Rrojec�D�scr: F'ei€�tec!_2Ei NvV 2G2D.i 1:3 r FtM Wc�c�� �e�m���� � � �� �;������.��s�_����sN�����.�� � , Soifware enpyrightENERGALG,INC,99$3 2020,Build:f2.2(7.8 97 ..:..R.8 t.....' .�� DESCRIPTIQN: 2X12 SYP#2 tNQQD JUIST�a 24°Q.C., Laad Combination �9ax 8tress Ratios Moment Values Shear Vaiues Segment�ength Span# M V G a ��N �i G r G m G ( e L M fb F'b V fv F'v Length=12.0 ft 1 0.267 O.Q87 1_6Q 1.000 1.00 1_15 1.00 1.Q0 1.00 6.97 36&_86 1380.00 Q.�'2�,4Q 280.00 +D+O_7QE+H 10Q0 100 1.15 1.00 1.00 1.Q0 � �Q'0� O.d��•0.00 •9.90►•• �ength=12.6 ft 1 Q267 0.687 1.6Q 1.QQ0 1.OQ 1.15 1.OQ 1.t�0 1.Q0 0.97 368.80 •F38�.E�f, G.�i 2440 2&O.QQ.� +D+OJ501 t+-0.750t+U.456VU+H 1.Q06 1.00 1.15 1.00 1_00 1_OQ e s��(`aQD 0_00 ��Q 0� •����i w• Lsngth=12.0 ft 1 Q.490 Q.160 1.60 1.OQ0 1_QQ 1.95 1.OQ 1.a0 1.Q4 t78 676.Q0�,13�Q,(}jl Q5Q 44.72 280.00 +D+0.7501+0.750S�Q.Q50W+N 1.(}04 LOQ tt5 1.00 100 1.tlQ 0.00 Q.�Q � O.QO .R.f�ti�.. •••• Length=120 ft 1 Q490 0.16� 1.60 tQOQ 1.00 1.15 1_00 1.06 �_QO 1.78 676.00• 1380.00 �.�4 �4�-T2 �0.00 ' +D+0.750L+Q.756S+0.525QE+H 1.QQ0 1.Q6 1.15 1.00 t.J6 1.Q0 "�(9'�?Q ?1.00 `"Q.00 •9.�(t'� Length=12.0 fl 1 0.490 Q.9G0 160 1.00Q 1.OD 1.15 1 00 1.Q0 1,00 1 78 6769Q"�3$(�`t� �.'�4��3�.72 9a* +4.a0D�0.6QW�-0.6QH tQ04 1.Q0 115 1.00 1.OQ 9.00 •• •P.OQ �.£� •6.Q0 .G.��.. Length=12.6 ft 1 0,180 O,Q52 1.60 t.QOQ 1.OQ 1.15 1_QQ 1.06 10G 0.58 221_28••�f�60 Q.16. 14.64 28Q.OQ• +0.60D+0.70E+0.60H 1.00Q 1.OQ 1.15 1.6Q 1.OQ 1.00 ; '0.+�1 jl j�0 �Q.OQ •�.�Q:� Length=12.0 ft t Q_160 6.652 t66 1.OQQ 1.00 115 1_OQ 1.OQ 1_OQ 0.58 22L28� 138¢04 �.1Q 1�.64 2&0.00 ee a • •s•�e• Qverall Maximum Defl�ctions ••+ a • •. •._ . -- --__ __ __ _ . ---- __._ ____- __- __--- _ �oad Combinatian Span Max."-"Defl Locatian in Span �oad Combination Max '+"DeQ"�d��tion in Sp�n +Q+L+H 1 0.2147 6.Q4G O.QQ00 O.00Q �/g�i��� ��a��j�fl� Suppart notation:Far Eeft is#1 `�alues i��K[PS Loatl Cambina6on Suppart 1 Support 2 Overall MAXimum . - __ 0.684 _ .0.68A ---_ - __ -- _ Qverall MENimum 0.36Q 0.360 +D+N 0.324 Q.324 +D+(+H Q.684 0.684 +D�Lr+H Q.324 0.324 +Q+�+H 0.324 0.324 +Q+0.�50�r+Q.75QL+H Q.594 Q.594 +D�.75d�+0.75dS+N 0.594 0.594 +D+d.60W+H 0.324 0.324 +D+(7.7QE+N 6.324 0.324 +p+0.75QLr+4.750L+0.450W+1-E 0.594 0.594 +D+Q.75Q�+0.7505+4.450W+N 0.594 Q.594 +D+Q750L+0.75QS�-0_5250E+ry 0�59� 0.594 +0.60D+0.60W+0.60H 0.194 0,194 +O.6Qd+0.70Ei-0.6�H 4.194 0.194 D Oniy 0.324 0.324 L Only 0.360 0.360 H Only 13 Project Title: Enqineer: Project ID: Prc�jact D�scr: ����,���:��r��v�o�o. a_:}��r� � �C►t.�t� ��*c"11'11 �ile:i�C}5.1�$3�90���i'N�iith.ec� , Sottware copy�c�ht�t1ERGACC,ING.1983-202Q,8ai1d,12 2Q.8.17 � ..;�r.r R�,.....: �. GESCRIPTION: 4-1.75x11.87 GC}1�E���ER�IVCEs Cafculatians per NDS 2Q05, I�G 2QQ9, GBC 2010,ASGE 7-1Q .... Laad Ccambination Set : fi,SCE 7-10 • . . . .... �..... . . . , M�terea{ �rapertie� .. . ... , __. _ _ _ _ Analysis Method: AllowabEe Stress Design ���- 26QQ psi E:Frbe'�'t�.af E�asficrfy �.: ....:. Load Combination t1SCE 7a1C �b- 2600psi �be+i�-�� .20QOksi . . f=t,-Frli 2510psi Et�i�k��td-xx „Q1�,535ksi �••••� Wood Species Trus Joisg FC-Pe�� 75Q pSl �s�e o� � �*�� •�s�• Wood Grade MicroL�m LU�2.0 E Fv 2�5 psi �•w•«* •! •e�•�. Ft 1555 psi Density • • .�7.01 pcf Beam Bracing Beam is Fully Braced against lateral-4orsional buckling �epe���iv�(�lember°S�ress Increas�"'°;' . ...... ...... ....... ....... .__. ......... ......_. ...... ........ _..... ....... ......._ •a e a�• .._.. s...... .__ ___r.. ...__. ..... i t f � s e •e • •easm• • s • t 3€l i i C3 21 e •�e,,,,_„,,,,. .� ,.,���,,,,,,,,,,,,, ��s � ; v„.,,, ..,.,,,_,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,, ,,, ,,,,,,�.�.,�, .,,,,,,,,,. �. _�V,.�... .�........ ... ............................................... ...s...... .R.�,,. + • • � �*� � .� .�...�»..m *���...«............._.....v+.aal.. "'.. ..�.< 4�i.fv�}e�,�i.Vf , i. .,,,. �,..�................ ��;1�3 E1`�#.�7(}�Y .... ��....-..,e.., ,..,_ ,�.�...0 �.,., .,,..a., .�__.. e.,�.�.. ,.�m.� _. .ama„� �.,e_e..�._ ._.,...�... , _,.... ,......_.. .... ... .... .._e e e_e__ ' I � ........ . .__ ..._ ._.. __. ..__ .__. _.._.... ..... ._... .._. ...._ ____. .__.... .... ...._ ._... .__ .'. Applied LO�d� Ser�iee laads cntered. C_oad Faeta��s wif!b��p�lieel far ealcu(atiors. __ - _ - Beam seif weight calculafetl and addetl to loads Uniform Load: D=0.20, L=0.210, Tributary Width= 1.Q ft 1)�'�'Jf�N SUM�lfARY �-_ � � _ _ -- _ ___- _ _- _ _. - - Maximum Bending Stress Ratio - Q.6�� 1 M�ximum Shear Stress Ratio - �.272 : 1 ' Seetion used for this span 4-1.76x91.8T Section used far this span 4-1.75x11.87 fb: Actual = 1,859.24�si fv: Actual = 77.47 psi ' Fb: Allowak�le = 2,704.OQpsi Fv: Allowable = 2&5.00 psi ', Load Gombination �-D+I.+H Load Combination �D�L�-H ' Locatian of maximum o�i span - 10.835ft Location of maxirnum on span = 0.000 ft ' i Span#where maximum occurs = Span#1 Span#where m�ximum occurs = 4 pan#9 ' Maximum Defl�:ctian ' (vtax Downward Teansient Deflectian 0.536 in Ratio= 484>=36p Max Upward Transient Deflection p,(?p0 in Ratia= Q<360 ' Max Downward Total Leflectian 1.109 in Ratio= :34>-18Q ' Max Upward Tatal Deflection O.Q00 in RatiQ= Q<180 ' _ Maxirnum Forces & Stre�ses for Load Combinati�r�s Laad Combinatian Max Stress Ratios Moment Values Shear Values - ---- -�-- -- Segment Length Span# M V �d �FN �i �r G m G f �� M €b F'b V fv F'v _._ +D+�{ Q.00 Q.00 Q.00 0.04 Length=21.670€t 1 0.396 0.156 0.90 1.000 1.60 t04 1.00 1.00 1.0� 13.16 960.13 2433_60 2.22 4�.00 256.5Q +Q+�+�{ 1.OQ0 1.00 1.64 t.4Q 1.00 1.00 Q.QO O�QO 0.00 O.QO Length=21.670 ft 1 0.6&8 Q.272 10Q 1.Q00 1.00 1.64 1.06 1.Q6 1.00 25.49 1,859.24 27�4.00 4.29 77.A7 2&5.00 +D+�r+H 1.400 1.00 1.Q4 1.00 1.d0 1.Qd 6.00 0.00 O.OQ 0.06 Length=2t670 ft 1 0.28�i Q.112 125 i.OQQ 1.00 1.04 1.00 1.Q0 tp0 13.16 96R 13 3380.00 2.22 4Q.Q0 35625 +Di,S�FI 1.OQQ 1.00 1.04 1.G6 tOQ 1.0� 0.00 O.QO Q.QO 6.00 Length=21670€� t Q309 0.122 115 L�00 1.00 1.t�4 1.40 1.Q0 1.00 13.16 860,13 3�09.60 2.22 4R00 32Z75 +D+0.7501.r+0750L+H 1.000 1.OQ 1.04 1.00 1.00 1.00 0.00 0.00 O.QQ O.aQ �ength=21.67Q ft 1 0.48G 0.191 125 1.000 1.Q0 L04 1.Q0 t00 1Q0 22q1 1,634.46 33&4.00 3.77 6&,10 356.25 +D�.750L+0.750S+Ff 1.(}OQ t.Gt3 1.Q4 1.L�0 1.00 9.Q0 Q.00 d.00 O.QO O.QO �ength=21.670 ft 9 0.526 Q_20& t15 1.OQQ t.QO 1.04 ?.OQ 1.Q0 1_60 22.41 �,634.46 3�09.6Q 3.77 68.1Q 327.75 -*D-�0.60W+H 1.00Q 1.Q0 1.4G 1.00 1_64 100 0.00 Q00 0.00 O.QO 14 Praject Titl�: Engirreer: F'roject fD: Praje�t Descr: PrEntecf:z6 rdi;4�zt�2�3_ 2-�7:�r,ri � - � �(e:�C�S.1�3_t���6lV�1ith.�c6 ' �d�C?� �����'11� So-fhvarecopyrig2rt�NEFtGA�C,ING,1�$3-2020 Bi��I�:12.20.8.17 �� 4.�...: .�F.k k�, .,'. ......i DESCRIPTIt�N: 4-1.75x11.87 Coad CamhinatEan �hax Sfress Ratios Mamenf Valu�s Shear Vaiu�s _. Segrx�er�t E eng[h S�an# M V �d �FN C� C r C� C t C� N1 fb F'b V fv F v ____ _-_-- __. a_••_w . -- -__ . ����r�,=z�_szo� � o�z� o asa �.so �.000 �.a� �04 �.o0 1�o �oo �s.�s �so�s � as�s��a z�z�a...cqo ��s aa... �o�ao��� �o00 �.00 �.oa �.ao �ao �ao • •o.o� o Qa o 0o d'db . Lengih=21670 fl 4 0.222 Q_088 1.60 t000 1-�0 1.6�! 1.f�6 1.Q0 1.OG' 13_16 960 93 �4'�26 4t� Z��.4(�"OQ 456.00'• +D+0.75QLr+0.75Q�+p,Q50W+N 10Q0 1.00 1.Q4 1.6E 1_00 tQQ •��"�7't1D 0_00 •Ct00 •CTO4��• length=2t670 R 1 0_378 0.�49 t60 1_OOQ 1.00 1.04 LOQ 1.(�Q 2_OC� 22.41 1.63Q.46•'�526!�� 3.7i •6�.10 A66.00 • +D+-0.750L+-0.7505+�.450W+N I.000 1_�0 L04 1.QU 1.Q4 1.�0 •R�QO (i_�1J •O.QO :t�.t�(l��� Length=21.670 ft 1 0.3?8 0.149 1.6Q t.OQO 1.OQ t(}4 1,00 1.00 1.Q0 22.41 1;�34.4��.4�3�.4� �77",�8 16 `�►��i�•• +D+4.75QL+0.750S-F0.5250E+Fi 1.060 1.00 1.04 1.Qt� 1.Q0 1.Clt} •���paQ� O.gO� �4.OQ �0�.�4��• [�ength=2L670 ft 1 G.37$ 0.149 1.64 1.(�Q6 1 00 1.04 1,Q� 1.00 1.60 22_41 1,634.&6 G�i2�6.&6 �.71 •69�1(} A5f.QD +-0.60D�.6QW+O.60N 1.00Q 10� 104 1.00 1.00 1.00 �� QQO 0.�0� �O.QO �d.�6';• �ength=21.87Q ft 1 0.133 O.Q53 1.€0 1.0�0 1.00 t0� 1.Q0 1Q0 1.QQ 7.90 576,Q&��4�3�6"'� 1.33 ' 2A_OQ 456.04`� +Q.6(1Q+0.70E�-0.60H 1.O�Q 1.OQ 1.64 1.d0 I.00 t.QO • Q.Q4 �.� •Q.QQ •N.�e• �ength=21.670 ft 1 0.133 Q.053 1.64 1.000 1.OQ 1.04 1.00 1.00 1.00 7.9p 576.08. Q3.6!�. i.33 •Q�00 4fi6.OQ . ..••.e e• . + � . . QVE.*t'��' M�XltTtUI71 �� L'GtIQCDS a m s a_a s --- . --- --- Loatl Cambination Span Max ""pefl LocaEion in Span Coad Combination Max."+"Def�" l�ocation in Span +Q+L+H 1 1.1Q93 10.�J14 . ._ 4.00OQ d OQQ V�rti�al Fleaction� su��o�t noiat�o�:�ar iert Fs�� va��es m K�as -- --- Load Combination 8upport 1 Su�port 2 4veral!MAXimum -_- 47Q5 4.705- __ __ . Overall MlNiinum 2.275 2.?75 +p+�{ 2.430 2.Q30 +p+(+H 4.705 �t.i 05 +D+Lr*H 2.43Q 2.430 +a+s+t-I 2.430 2.430 +D+Q_750�.r*�750L+11 4.1;so A.136 +a+Q.7501+G.750S+H 4.136 4.136 +p+p,gpW+Fp 2.43Q 2.43d +D+t�.76E+M 2.43� 2.430 t{�*{I.750Lr+075QG+Q.450W+N 4.13F� 4.136 +D+0.75QL F0.750S+4.450W+H 4.136 4.136 +(}+Q.7�QG�p.750S+-0.525QE+Fi 4.136 4.136 +Q.60D+0.60W-�O.60N 1.458 1_458 +4.60D+0.70E+0.60H 1.458 L458 D Only 2.430 2.430 � Q�Iy 2.275 2.275 H Only 15 Project Titie: Engineer: Praject ID: Project Deser; Prin4ed-�8 N�`s�i?20. 1�56�+_RA ' M�sc�n' �lertd�r ittC�ll ��r�:��s.����_�o��s�,���th.��s ( � Sottware cop�right ENERCAGC,INC 1983-2020,6ui1d.12 20.817 ` ..�... ...�����6.i I. ��A. ....�x DESG�IPTION: masonry wall Code f�ef�renc�s cai�u��t�o�,s���aci ��o-o�, isc zoas, cac aa�o,ase��-�o ..�. LQ�d�Qmbitl8tia�1S Us�d :ASGE 7-1 Q • • ��r a��' •����• Ca�neral Informat�On Caiculations per�CI 530-08 t�C�2�09,C�E 14,s4SG�7-10.� _ _. _ ___ -. _ ._ � .. _. . �ORS�fUCtlQll Ty�@:(�„�CQUtC.'fi NQ��C)W�QIIGfE,'�E.'�aSQtlt� •�a«s• •• •a��f• F'm = 1.9 ksi Nom.Wali Thickness $ in Temp Diff across tiffc'k?I �• - + de�F • .s..s Fy-Yield - 60.0 ksi Actual Thickn�ss 7.625 in Min ANow Out-af-ply�R�L��.rt�Ratio= ��� •tld.Q + + Fr-Rupture = 125.0 ps� Rebar"d"disfar�Ge 3.�3125 in ...� , .. ..,�.� Lower Level Rebar... Minimum Vertiea!St�°�.. = ..C3 020 �,f.e• Em=Prn� = 9Q0.0 � Max°!o of �bal. = Q.Q 1131 Bar Size # � ..`..` `..°.• ...... Grout Density - 14Q pef Bar Spaeing �8 irl .w e... . ,' . . . . Block Weight Normal Weight • * •• • ...... . . . Wall Weight - 55.4 psf e • • .s . . . . . ....a. Wall is geouted at rebar cells only �• • • • • . ...... . One-Story Wail Dirnensian� _ _ _- _— _ �lf�...�`��-����t'����`*�5�;`�`�tk��,�.�}s�\�v���� s�����, �a: A Clear Height = 11.33 ft � �1���� ������� �����`,�"��``������� ����'� �G�' �� s i� � ,�a ��� ���' �� � � a'��'� ��� � Parapet heighf = � � ��� �� ����� � � ������'��z�, ����,����� ���� � ��'� ec ��1 � �� ��e ����� �� +Nall Suppart Gondition Top& F3ottom Pinned ,_ -- � ' r b � �� � � �� z` � ;; -�� _ �i}t,a� t l�,� .� � ; t1 m'S .a ?,�1����s'� ?,�:,�� � �� ��"\� �� �,c.� �� L.A ti �.�t���� � i�i5�`�������i13�� \��1§�,���������� �c�� 2� �� \ ; ��{�������`k��,�tia i�0�'>`i���������������`����������� ... � �� *� v �1l ��' ��,����������y�,�ti��t ��t'���l����, ���� `����;�� ����, t�..�`� ���.�'��k���..'�`i'�,`��� 2 ��'? fi��� (S��,S ��3��l��l �� � �3�, �� `������ � ��� �2 4 `.. �\���.����`�`l��?U,3`.'„��,�.���� � \ �P\� '`a; �,������2.1 � ���```�a������.`����:��;�q�t���������� ���¢"��` �'�A� `,��� � ���1'i t����� \a��� s�1 ���t�"��� ��,��1 ,�``�� . �'� �'� �z������a�����i�3�`j,�;�'������� ��������������� �� �` ��5 `� �m�� �'``� �'� ������' �� ���� � �� � � ����� � ��i��� s� ���� ti. S� � �k s. a I �� � ��� ��h��v ���� ��� � ��tt 1\ � ��a�i � � ( 5,;�� ���i ,n�� @��`� � � `�`�� '' �����`����� � � z '��Y���� �C������`�� �'� 's�i������`� ���� � ��� 4 � \l 4a `.4 ������'. \�fi ` "'� �F.� l�� �l'���. .\4�\�������� `�. ,�, �p .\ ���4\i��� \�.-� i � ��,`����� � � ����i.��>,� ���?�} ��� �`(��\� k� -.. .. €�.���a�.�' U .� �,li`\`1'U` ��'��u���2:�zY �5`:,_.Ndxv�.�2�����.a1� __ ..('�i� ....."— �,2�@f�l�Odt{S . _ iNind Laads Seismic icatls_ Full area WINQ Ioad 64 psf Wall Weight Seismic Caad input Methaf: Direct entry of Lateral V'Vall Weight Seismic Wall l�ateral Laad 0 psf FP 1.0 = O.Q psf 16 Proj�et Title: Enginaer: Project ID: Proj�ct Descr: �r�n��d:ze�o��azo_ �:a�r��s � Masr�r��' �I�nder 1N�11 �� - - � _ _ _ �,��:���.����_��s�s r����tn:�� � � 5ohwarecopynghtENEt�GALC,INC.1983-2026 9uiid�t220.$,i7 � �.t.E ¢�.�, DESCRIPTION: masonry wall QESIGtV SUMMARY Results report�d far"Strip Width'° of 12.0 in - Governing Load Gombination Act«al Val�i�s Alla�a�b�e�Values PASS �oment Gapaeity Gheck �rlaximum Bending Stress Ratio = p.�g6 r •,,.#.• .��«.f +0.90Q+W Max Mlu 1.027 k-ft r�fy:l�n: s.. . 1.238 k-ft *• PASS Sarviee Deileetian Gheek �ctt�al DefL R�tio �,� 1,�31 � at��Defl.Ra[io `„; 360.(�„��:, W On(y Max.Q�fl�ction 0.1202 in �..e.. . . � PA�S /�cial Lo�d Check N!ax Pu 1 R� 7.225 ps� M���ow.DefL�• r Q.377��+R•� +1.2QD+W Lo��tiot� 5.476 ft �•�i��' 's '•a' 3�Q.0 iso r s PR�S Reinforcing Lim€t GE�eck Aetual Aslbd 0.001594 MaxAllor,�l�slbd•�••�(�01162`""�•� s• ss a• • •�w��r e 4fRi•i � R i w t �V��XI(11UR1�2�GtI0(iS... f0f�Oc?f�C0/7tbtR IQtl.... • •• • •r a r�• Top F4otizontal W Qrtfy s • s !s w�0.3626�k • Base Norizontal W Qnfy "f s` s * + 0.362�k A*++ Verticai Reaction +D+4.60W :••••�?.6232 k Design Maxirnum Cambinations-Moments Resu�ts repor�ea€or��strip.widtn°'=�z in. .. .. _ _. ._ __ . __ _ Axial Loaei Mament VaEues d.6" Load Gombination Fu Q.2't'm'a*t �cr Mu Phi Phi Mn A� As Ratia rha bal k k k-h k-ft k-ft in"2 o.00a o.aoo O.OG o.00 o.00 o.ao 0 ooa a.a000 o.aoa�� a.aoo o.000 o.oa o.ao o.ao a.oa o.oaa o oaao a aaaa +1.20D�{1.50W at 5.29 to 5.67 Q.3�9 20.976 0.9a �.5t Q.9Q t27 0.�7& 0.�017 0.6114 +120D+W at 529 to 5.67 0.399 2Q9i6 0.9Q 1.03 0.90 1.27 Q.07� O.OQ17 0_0114 6.6QQ 0.000 0.06 �.OQ O.OQ Q.00 O.QQQ Q.QOOQ 6.OD00 +p.90D+W at 5.29 to 5.67 �.299 20.976 0.90 L03 0.9Q 12�t 0.478 0,0017 Q411Q 0.000 6.000 0.60 Q.QO 0.00 O.QO O.OQO 6.0000 0.60QQ Desi��P�aximum Cambin�tians�Deflections _�esu�t�reported t�r��str�p wiatn��_�a in. _ Axial Load Ivlament Vaiues StiYfness Deflections Loed Combination Fu Ntcr Mact��a! ', I gross I cracked I effective Deflection Defl. RaPio k ' k-ft k-ft ' in^4 in"4 in^4 ' in _ .. _ ._ _ __ .. _ . __ _ o.aot� o.00 a.oa o.00 a.oa o.aQo a.00a a.o +D+{1.60W at 5.29 to 5.67 0.332 0.9Q Q_62 331.10 14.81 331.1Q0 a_Q25 5,413.1 O.OQO O.OQ O.QO 0.04 0.00 0.004 o.aoo d.0 +D�{I.ASt�W at 529 to 5.67 0.332 0.90 Q_4C� 331.1Q 14.81 3�1_1GQ 0.019 721Z5 O.OdO O.dO O.QO 0.00 0.00 4.QQ0 O.OQO 0.0 +tl.6QD�.60W at 5.29 to 5.67 U.199 0.90 Q.62 33t10 14.A8 331.100 0.025 5,415.4 O.QQO QQO O.QO O.QO 0.00 O.QOQ 0.000 6_0 W Qniy at 5-67 to 6,04 6_000 ff.9Q 1.02 331.10 13.97 20_&12 0.120 1,131.2 QOQQ Q00 0.00 Q.00 0.00 O.OQO Q.Q00 0.0 Reactions•Verti�al&Harizontal �oad Can�binatian �ase MonzontaE Top Horizontal Vertical�Wail Base D Oniy Q.0 k 0.00 �� 6.623 x +D�.6DVti 0.2 k 0.22 k 0.623 � +D+O.lOE 0.0 � Q.QO � Q.623 ;� +D«0.450tN 0.2 I; Q.16 k f}.623 :c +d+0.5250E Q.0 K o.oa ;; 0 623 ;t +0.66D+0.60W 0.2 � Q.22 k 0.3iG K +0.60D+Q_70E 0.0 � 0.00 � Q.374 � W Only 0.4 � 0_36 �: Q.000 r 17 F'roj�ct Title: Engine�r: PfQfeGt ID: Project Descr: Printed:26 P.101t 2020,"i�22,�.Rt �. _ ...__.. _., _ __ � ��8:���u.��������t������4}t.��� ' � 1tUt�c�cc� Ge�l�ttttl� sdt�����o�y�n»���catc��r�c,��s�-zo��.�utE�;��.��.a.�� �� �.. .:�.a o,. ...� ..... DESCRIPTIQN: (1)2X4 SYP#2 AT EACH NEIN JQIST C�d�Refer�nc�s _ ------ ----- . Galculatians per 2Q05 NDS, IBG 2009, CBC 201Q, ASCE 7-10 . .�s� LOad COmbltlatiOtlS lJ�ed :ASCE 7-10 • • `t a o o• •a�o•• a �. , � General Infarmatien •. a •mm« e . . « . �o:.�� �. ..�e.. Analysis Methad: Allowable Stress Design Waa�i Section Name 2x4 • End Fixiti�s Top& �attom Pinned Woai�;�adingtManuf. Graded �.umber•a• � e•+••: s..• «s . . . Qverall Column Height 9 ft vuaotl N�ember Type Sawn • • • • • ••ae • s� s�r�s ,`t�'`>c,rt far?x�rt_<;tf.,rtrJi:rr c.tlt:t�,4:;t+c;r;s; • • Ex�c1 Width �,�p in Allow i�Aodificatio«r�i-acf�rs ••••• WaodSpecies Southerr� Pine P 3.50 in C'��r �rjR�'Bending°�,*ts° 1.0 ExaCt€�8 th 't s s.�#s Waod Grade No.2: 2°-4° Thick : 2"-4°Wic � r Com ressian 1.0 • Aeea 5.250 in 2 �Q�i1`fPZ P . • Fb+ 110Q psi Fv 175 psi �x 5.359 in^4 Q ar Gt io�Tensiane• • 1 0 s s:s e• Fb- 1100 psi Ft 675 psi �$•• � � �Y 0.9844 in^4 �:We�,Use Facka�` Fc-Prl! 1454 psi Density 34.33 �cT � G'E,T,�r�pg�aEure Fa�tor „ 1 p�•"••� Fc-P�rR 565 psi Cfu;Fiat Us�Factor`.�a••• 1.0 E:Modulus of Elastieity... x-x Ber�ding y-y Bending Axial K�:�u��t-up co�umns 1.0 f���-°�a r Basic 14QQ 1400 �4t��ksl Use Cr:Repetitive? No Minimum 510 ��� Brace condition for deflection(buckling}along urolumns: X-X(wicffh}axiS: Unbrsced Lengtii tor buckling AF30UT Y-Y�txis=4.5 ft,K=1_0 Y-Y(depfh}a�tis: llnbrac�d Length for 6uck(ing ABGUT X-X Axis=9 ft,K=1_0 Applied Lo�dS S�rvic�lo�c�s�ntered.Laae�F�cterrs wii!k�e�puil�d far�r�le�.ikatPons. Column s�lf weiqht ineluded: 11.265 Ibs°Dead Load F�ct�r AkIAL LOADS. . . Axial I�oad at 9.Q ft,D=t�.550,L=0.66Q k DES/GN SUMM�4RY _ �ending & Shear Check Res�tlts PASS N1ax.Axial+Bending Stress Ratio = p.757�:1 tJ�aximum��RVICE�ater�I Load Reactit�ns.. Laad Gomk�ination +p+��-� Top aiong Y-Y Q.Q k Battom alo«g Y-Y p,Q k Goueming NDS Forumla Comp Qnly, fc1FC' Top alar�g X-X Q.d k Bottom alQng X-X Q.Q k Lacation o4 max.aboue base O.p ft �{����um SERVIGE Lc�ad�ateraE Defleetio�s... At maximum ioca�on values are... AI4ng Y-X O.C} €n at p.(� Et above base AppiiedAxial 1,221 k fai loadcombination: �21� Applietl�9x 0.0 k-ft Appiied My 0.0 k-�t Afong X-X p.Q in at p.0 �t above b�se Fe Aliawable 3p6.983 psi for laad combination:r�l� �Eh�r Factoes used to calcalate allowable stresses... P,4SS Maximutt�Shear Stress Ratio= O.CI:1 Bendinq Gomoression Terisian �oad CombinaEiar� +0.60D+{3.70E+4.60H Location of max.above base 9.U�t Appiietl D�sign Shear O,Q psi Ailowabie Shear 2$QO psi �aad Cambinatian Result§ Maximum Axial+�endinq Stress ftatias Maximurn Shear Ratios Load Cambination C D �p Stress Ratia Status Lacation Stress Ratia Status Lacation +p+H o.�ao 0.234 d.3507 F'AiS O.Oft 0.0 F'ASS 9.Qft +p+�+N 1.DOQ Q.212 0.757� P�SS Q.Oft 0.0 9�ASS 9.Oft +D+�r+H 1.250 0.171 0.3442 F'ASS O.Oft 0.0 F'ASS 9.(�ft +D+S+H 1.150 0.186 0.3456 P�i a� O.Oft 0.0 F�A�� 9.Q ft +Dtr-0.750Lr+fl.750L+H 1.25Q U.171 t�.6477 PASS O.OEf Q.0 PA�i 9.Qfl +D+0.75QL+Q.75Q�+N 1.150 Q.186 0.6503 PA�S O.Qft �.Q F'RSS 9.Oft +D+Q.60W+N 1.600 0.135 Q.340� PA:�S a.ar� 0.0 PASS 9.Oft +D+Q.70E+E� 1.6(}C Q.135 0.34Q8 E'RS� O.Oft Q.E� F'ASS 9.Qft +D-r0.750Lr+{}.75QC+Q.Q50W+H 1.601� 0.135 Q.�414 �ASS Q.Qft Q.0 F'ASS 9.0€t +�}+Q.750L+0.75�5+0.45QW+N 1.60Q 0.135 Q.6414 PA�� (�.Oft 0.0 PASS 9.Oft +D+0.750L-�4.750S+0.5250E+N 1.600 0.135 �.6A14 €�AS�� O.Oft 0.0 �ASS 9.Oft +{�60D+46GW+0.60H 1.6Q0 0.13� t�2045 f'�SS O.Qfi 0.0 F'RSS 9.Qh 18 Prajact Title: Engineer: Project�D: Project Descr: P����,t�a:z�raov z�zo,�€��z�nA � �{�QC� �Q�l��i"itl _ ; �ile �I�5.1���_1t��26NE�1th.�c� ' ( Software G�pyrighF�N�RCACC,INC.1983 2020.8p€ftl.12.2�.8.17 �� E.� �. DESCRIPTION: (�)2X4 SYP#2 AT EACH NEW JOIST l.oad C�mbi�ation Results _- _ _. - _ .._ . - _ . _ _ __ Maximum Axial+Bendiri Stress Ratios Maxi+num She�r Ratic� Load Cambinatian �Q �� Stress Ratio �tatus Location S�ress Ra(io SEatus Location . __ _ _-- _. __. . _. . ._ _ . . +0 60D+Q.7�E+0.6QH 1.60Q Q.135 0.2045 P�SS O.O ft O.0 P�iSF�►•. 9.O ft , • . � Maximum Re�Ctistts Ne�te:&�rily�or�-z�r�r�a�f`d4�S are lisl��.... - _-- - _.. .. . . - - - X-X Axis Reaction k Y-Y Axis F2eactio�2 Axial Reactian My-Entl Mamen st � k-ft 'IGi�t�En�Moments •� Load Comk�ination c�i Base �a Top �Base �a Tap @ Base @�ase ���(r��c4� �a E�as�• @ Tc�•e.;, _... •_._•-... _ . +Q+N 0.561 ... .. • • • +a+L+H 1.221 ��s��! •• � s����. •��s � � • +D+Lr+N Q.561 • •• •���• +D+S+H Q.561 •���*` •��•�• •s�s�� +D+4.750Lr+4.750L+N 1.d56 •• •• •• • •••�+• +D+-0.�SQL+Q.750S+N 1.056 •�e��• • +D+O.60W+N Q.561 • • • ' • +E3+-0.70E+H 0.561 � �� ;�. � •���i• • ��.7�0��-�.��o��.asow� �.a5s • . . • •• • . +D+0.750L+0.75QS+Q.45QW+N 1.056 e� � i e a e e• °•e e•• +D+Q.75QL+0.750S+Q.5250E+H 1.056 s +-0.60D�0.66W+0.6QH Q.337 �.60D+0.70E+0.60H 0.337 D OnEy 0_561 Lr Only C Qniy Q.66Q S Only W Only E Only N Only Nlaximum Deflections for�aad Cambinations Load GorT�bination F�tax.X-X Deflection Distance Max.Y-Y Defleetion Distance +p+H 0 OOQO in O.OdO ft Q.O�QQ in 0.04Q ft _ . .. _ +p+�+N 6.OQ00 in O.OGO ft 6.0000 in 0.000 ft +D+lr+fi O.QQ04 in Q000 ft 0.0060 in a.000 ft +Q,-g+p� 0.040Q in Q,Q00 ft O.00QO in QOOQ ft +p+p.750�r+Q.750L+N 0.0040 in o.oao ft Q0004 in O.QQO ft +D+Q.75��+0.75QS+N 6.QQQ0 in O.QQO ft 0.0000 in Q.OQQ ft +D+Q.601h�+H 0.4Q40 in O.00-0 fi O.00OQ in 0.000 ft +D�0.70E+H O�OQ00 in QOQ� ft 0.0000 in 0.000 ft +D+-0.750�r+4.750�+0.4504V-*H O.OQQO in O.00Q ft 0.0000 in Q.000 ft +D+-0.750L+Q.750S+0.450W+H 0.0000 in QQOQ ft Q.0000 in Q000 ft �0�-0_750L+4.7505+4.525QE�f-E 0.4Q4Q in O.QQO ff O.QOOQ in 6.000 ft fQ.BQQ+f).6QW�.60M O.OQ00 in 4.000 ft O.OQQ� in Q Q00 ft +-0.60D+O.7QE+0.&OH O.QOQO in O.OQd it a.QOQO in O.OQQ ft D OnEy Q4Q00 in 0.0�0 ft Q.OQ�4 irt C�.00Q ft Lr Qnly a.000a in O.00Q ft O.aQOQ in Q.040 ft L Only a.0000 in Q.000 ft 0.0000 in O.QQO ft S Only 0_OQ00 in 4,�00 ft O.QOOQ in Q.Q00 ft W Only 0.6t?60 in 0.�00 ft Q�0000 in 0.000 ft E Only a.0000 in O.00Q ft O.QQQO in O.Q00 ft H Only O.00OQ in O.d00 ft Q.d000 in �.QdQ ft 19 F i Project Title: Engineer: Praject OD: Proj�ct Descr. Printea-zs N�i�ti'zJ2Cl.��2 z2Firv1 � ' �j����.���i�_���'1�����t}t.�Gf V�OC}C� �C?IE.II11C1 � _. _ � ; Soihvarec�pyn�htEN�RCALC,1NG.fi983-2020 Biiil�.t2,24.8.i7 �' � k.! F, . DESCRlPTI�N: (1)2X�1 SYP#2 AT EACH N�W JOIST Sketches . . ___ __ -_ . _ _ _ _ _ ��Evw ,a,,., � ' � �1 � •e�• �' �� � p • � • - r �� � � • e ���• •e��e• r � � •• • •�• � • � �..�� �� s��e�• � • �s n 1��; ��z f �:�• �����• E( � �,�a�� � s�ss�• ( t` M � �. �. � ; i : •Ee• �f •s���• � a • • � ���� � • u�'�: � , ` •�M• • �aR •s�s• � � 4 � i!i!�* �� � • � t'7. i, i • • • ��� i/f!!• . �� �� t• .ii •��sss ' � 'y � •��s�• �' • • s • • ��,. f �'. c ; • • s• � • �� � � � t w :s •����s � , S�, , p { n 11 U • � ' �� � • s`�,`,��, f} ` •• � � �p � f��l�• �: F�� 11L. � 1� z, � •�#f!! � • � � � z . ... � �� ��.� i �;�. � :i: � .. 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I ...... ...._. ._..... . .�....... . _...... ...... ...._. . ....... ...... ...... . _.... _...... ..... .._.. ...... ....... . ..... _.._ . ........ ...... ..... a.._. . ..... .... . �� �,���� 1 � C ��� �'�� ��� � �.�� �ailc���� [�����fi ��t °� -- �Q�S� N� 2`�� �,��a '�"��i�� i� i �h�r��p FL. 3313� �0�-7�5�2�A4 f F�� 3�5-?5�-�972 �C��I'iCE T(�I��Ir��I��IC? �"��LtILI7ING I���'�1�t"1�t�,N"C C}� ��PLt��`iv�E�T,�S SP�C.Ir�L. �ISF'��TC}Ti GTNT}�R"I"��FL,t�RIL��I f3t1�L,D[NCg Ct���. I(VVe}h��e b��n r�tairt�ti b� ��`��'� ` �����____...�. �c p�rf�r�n s��ciaE�rrsp�cEcar serui��ur�der�h����rida �3�iEdir��C�d�5��Editica�{2��4���d° ��e�i D�d�C�u��}a�dr�i�is�r�tiu��c�de at the ro��f e�r��h�belc�w Eist�strucEure�s€�f,10626 R6� 11th Court d � €��r� is�er�d �rct�it�c��rc���ss€�n�l�ngin��r licer�seti in the State�f Fl�rrd�. �-����� � .�.. . . � e .... ...... �� . : . $ �fOGE�SS�}t1311�7�f: ����.�?���`� •• • •�• • a ..�. .,�..w._.... • • • s��ta�• �ee ease�• ��p�cial Inspector��r E��infc�rc�cS��s�nry, S�cti�n 2122.4�f�h�F��5t�Ed's�i�r�42Q14} •••:•• : • • sss��• •a•• •• • • • _...P�iams Daci�Gc�unty Administrativ�Code,�rt��l�11 S��ti�n�-22 Speci�l Insp��;tar F�r • • • • • :... � .. ....ti . . �'�CttSS�'����J��.EO�C�C3t"���.�it��l e s t s s o e s e a�s•• • • w • + s• •• •• • •����• __..St�e(Fr�r�ir���n�G�r�r��cti�r�s v�elded or bc�lt�d �...,, , .` . � ,� « � SQ(�Gf�CTl��CY�{�C! • • •• s •�s�e�• s s • ♦ a� • ss • • �CGC�S��i�i�C�liT1£Ci�S • � • •s•s o• _._ •e s • s • o •eaas• �f��c��€�g APp,ic�tic��st�.t.l�leig��. Ir��uP.Ca�c. ' �Qt�er I�ate. C�a�ly t�����i�r�Ec�d b€���s a��E��, ��`he f�llow�in�ir�c�iuzdu�l(s�ei��Ic�v�c�b}��Y�is firn��r rrae is�ut��c�r��ecl re��-�.s�f�tativ��o perf�rt� ������ctian* l. 2 _,_________m __� �� ��._ �__� ;�. .�� �_ __— �-� �e�_ _.� _�.. �Sp��i�l i�Xsp��te��s utilixar€���tttt��riz�cl ec��ra�s�r�t�Ei�=�;s shal!ins��re th�aut6lari�,�c!repreb�:e�tativc i�c��z�zlifi�d t��� e�It�cat€c�z2 ar 1's�:ensur�ta�ert�rm the c�cati��a�sz�n b��p�ei�1 In���ctox•. 'I't��t��aaii'catic�r�s�hai] ii�clu��EzceF�sur��s� �naf�ssic�n�l ens;ir�ec:r t�s ar��litecE:���clu�ti€�s�fr€�€n�n�r�,�in�crin��c#uca�aos��rc��z�ain in�iv��k or s�n.�cti�k�n�irz�rir�g; �.radu�tic�n tre�m an�Ixitectur�tt e�cfue�tic�r�pro�s�m;�u�c�����t cvn��l�tic��af t�e zvE�FS Ft��d�rnez���(s�.xa�is��tic�n; ar r��xstr�tio���k�tzilc�i�i�ir�spect_or€�f���rteeal ac�nt��tctar. I(w�}�viEi nc�tify the iv�i��x�i �hc�res��itc�i��LL�ep�ct���nt c��a���f���an��s r��;acdi��g a��t�ori��d p�rse�t��n�i �er��z��Ert��r��p�eeivn s����zc��. I (�me),tar�t����st��nd t�����Spec.i�I Is��p�ct�r inspc;ctic�n tc��,fc�r e��h E�uildi���€�tc�st b�c�ispla}'�c� an a c.c���venie�t lt��ati�an a��tE�e�i�e f�r f��f�rence�i�the�i�z�1i Shc�res[�tsil�in�IT:}��art����t Irs�p�ctcsr. Ail fn�r�da�c�r}t iz���ecti�s�s; ��r�c�ui�-�d by th��Icarida Buildin�Cc�cie,rr�zzst E�e�rerfc�r�ned by k�Ze�'Si�nai ih�rec F��ilc3in,�I>�pas�gx��nt.1��spectians perfc�ria��d b� �tz�Special Ir��pec:toa�hired by�he��vner are in adc�itr'�r�tcs �h��n�r�d�€c�ru in��aectic�ns p�rfc�z�z�ed�}�th�de��rtan�rz�, ��grtt��r,e��c���c���t�l��ic���c��wark����d�r eaeh �3ui�€�irz���rt��it, � �vili s��bfni�tc�the F3��ildi�l��ns�ectar�t��ze tirr��c�f`t3ze�ra�l ins�ectic�r�the cc��n�[etetf insp�:e.�i�a;�fflc��;�'c�c��ra an�i�sealec�st��cr�a�nt ir�dic�tin�that,tc�the�r�st c�f���y knc��v��d�,e,b�1i�f az�cl p.�t�fess�� �i,jsad�me:,�at��os���r�ticans t�fth�proj�cY autlin�d a�c���c��e�t tl��in�er�t c�ft��e F1c�ric�a�3uiic9ir��, ��d��r����r��n st�b�t��t�ai�cec�rd�zac��ui�:h tft��ppzc��at p}�s, �- C�igieally signed �r��;in�erlr�rc}�it�ct `��.��C�C byvietc�r �r ��✓" �a��� Vict€�r H�rr��ndc�.� ���kfem�t�de� _____r_ _ ___ 5i;r��d aa�� Sealed ^ r�ate:2o2i.o�.o5 Prirtt ��t�° 6- 2i�21 � 22:32.2�-E�4'oo' Adc���e-�s 11423��a G�ass�ir, �caea Ratan Ff 33498 ' �.1 t ' ��. ,;,.; ..3U�� . �`,'�Y� .�.. .b . � �`� ��� ���1 �1�k Z ��'�i ���� , ��,��,� �' � �x ,� ,�. r � � � � � n , . � � " r Y U.S. DEPARTM�NT C�F Ht�MELANI� SEGURITY Q(v18 No. 166�-�008 m_ ��. Federal Emergency Management�lgency Expiration Date: November 30, 2022 National Flood Insurance Program � Impcartant: Follow the instructions on p�ges 1-9. Capy ali pages of this Elevation Certifieate and all attachm�nts for(1}eommunity official, (2) insurance agenticompany, and (3}bt�ilding owner. S�CT"IC1N A—F'R�PERTY IN�'Q�MAT'It?N F�R INSURANGE COMPANY USE A1. BuiEding Qwner's Name Pohcy Number: ASNER SQSSQNKO& RACHERL MUSNKA SOSSONKQ �2. Building Street Address(including Apt., Unit, Suite, andlor�Idg� No.)or P.Q Route and �a���any NAIC N�mber: Box No. 1Q62� NE 11 Cf�URT �ity Sfiate ZIP Coda MlAMI SNORES Florida 33138 A3. Prap�rty Descriptian (Lat and Bioek(�lumbers, Tax Parcel Number, Legal Description, etc.} LOT 15, BLOGK 3, MIAMI SNORES �ST,AT�S, PB 47; PG 58, FOLlO#� 11-�232-Q28-Q�i3Q R4. Building Use(e.g., R�sidential; Non-Residential, Addition, Aceessory, �te.} RESIDENTIAL A5. Latituds/Langitude: �at. 25°52'22.57° N L�G�g.80°10'27.48"W Harizontal Dafium: (� NAD 1927 � NAD 1983 A6. Attach at le�st 2 photographs of the b�ilding if the C�rtificate is being used 40 obtain fload insurance. li7. Building Diagram Number 8 A�. For a building with a crawlspace or enclasure(s}: a� Square footage of craw(space or eneEosure(s) �(}4g.Qp sq ft b) Number af permanent flood openings in fhe erawlspaee or enelosure(s)within 1.0 foot above adjacent grade 5 c} Tatai net area of flood apenings in A8.b 908.64 sq in d} Engineered floocf openings? ❑ Y�s CJ� No A9. For a building with an attached garage: a) Square footage af attached garage Q0.00 sq ft b} Number of�ermanent flood openings in the attaehed garage within 1.0 foot above adjacent grada 0 c} Total net area af fload openings in A9.b O.OQ sq in d} Engineered fiload openings? �Yes � Na S�CTI�N �—FLC3C?D INSURAN�� RATE MAP(FIRiVi} IPiFC}RMATI�N B1. NFIP Cammunity Nar��e� Community Nur�ber B2. County Name B3. State V!LlAG� QF MIAMi SNCaRES 120652 MEaMI-DADE Florida B4. Map/Panel B5. Suffix B6. FIRM Index �7. FIRM Panei B8. Fload B9. Base Flood Eleuation(s} Number Date Effective/ Zone(s) (Zone AQ, use Base Flood Depth} Revised Dat� 12086G 0306 L 09-11-2QQ9 09-11-2Q09 AE + 8 FT N.G.V.D 810. Indieate the source of the Base Fload Elevation (BFE)data or base flood depth entered in item B9: [] FIS Profile � FIRM � Comr�unity Determir2ed [] C�therlSource: 811. Indicate elevation datum used far BFE in item B9: � NGVD 1929 [� NAVD 19�� [� OtherlSource: 812. Is the building located in a Coastal Barrier Resources System (GBRS}area or C}therwise Protected Rraa(OPR}? �] Yes � Na Designatian Date: [_] CBRS ❑ OPA FEMA Form 086-0-33(12/19} Replaces a!! previaus editions. Form Page 1 of 6 � 1 R OM� No. 1660-OOQ8 ����ATICIN ��F2�`IFI�A1�� �xpiration [�ate_ November 30,2oz2 IIViPC7t�T'ANT: In these spac�s, copy the corresponding infiarmatian from Section A. FQR INSURANCE GQMPANY USE Building Street Address(including Rpt., Unit, Suite, and(ar Bldg. Na.}or P.C7. fZaute and Box No. Palicy Number: 10626 NE 11 CQURT City State ZIP Code Gompany NA(C Nun�ber MIAMI SNORES Florida 3313& SECTIQRI C— �UtL�Ii�G �L�\/�1TION iNFQ�iVIlaT10N (SIJRVEY FtEQt11REQ} G1. �uilding elevations ar�based on: [�x. Gonstruction Drawings* Q �uilding Under Construction" [� �inished Canstruction `A new Elevation Gertificate wilE be requir�d when construetian of the b�ailding is complete. C2. �ievations—Lones R1—A30,AE„AH, A(with BF�},V�,V1—V30, V(with BFE},RR, ARIA,ARIF��,ARlA1—�30, �lR1AH.AR(A0. Camplete Items C�.a—h below according to ihe buiEding diagram specified in Item A7. In Puerto Rico onEy, enter meters. Benchmark Utilized: # SEE GQMMENTS Vertical Datum: N.G.V.[?.�929 Endicate elev�tion dat�m used for�he elevations in items a)through h}below. � NGVD 1929 �j NAVC? 1988 � QtherlSource; Qatum used for building elevations must be th�;sarne as that used for the�FE. Check the measurement used. a� Tap of battam flaar(ineluding basement, crawlspace, or enclosur�floor} 3.0 � feet ❑ meters b) Top af the next higher floor 4.6 � feet [] meters c) Bottom of the lowesfi harizantal structural member(V Zanes anly) N/A � feet ❑meters d} Attached g�rage(top of slab} N1A �x feet � meters e} Lawest eEevation af maehinery or equipment servicing the bui{ding 3,4 � feet ❑ meters {Describe type af equipment and location in Camments} f� Lowest adjaGent(finished)grade next to building (LAG} 2.7 0 f�ef [� meters g} Highes�adjacent{finished}grade next to building (HAG) 3•0 � fest ❑ met�rs h} Lawest adjacent gr�de at low�st elevatian of deck ar stairs, ineluding N1A x faet meters structurai suppart ❑ ❑ SECT°ION D—�UF2VEYOR, ENGRNEER, UR ARCF#ITECT C�hTIFICATEUN This certification is to be signed and sealed by a land surveyor; engineer, or architect authorized by kaw to certify elevation information. t certify that the information ar�this C�rtificate re�resents my besf etforts to interpret fhe data available. f crrac�erstand ttaat any false statement rraay be punrShable by frne or im�rr�sanment under 98 U.S. Gode, Section 9009. Were latitude ar7d langitude in Section A prc�vided by a licensed land surveyar? �Yes ❑N� [�Check here if attachr�ents�„ �� , �. Gertifier's Name k.icense Number .��s�" `� ��,��`"` ,, RENE AIGUESVIVES 4327 ° �° •°f�=.- � $ �, � �� �'. Title ,' � �, PROFESSIONRL LAND SURV�YQR ,� '���� �-� �,�`��,v� : �� �� Campany Name ��'J r' ,� � � '�� ALVAREZ RIGUESVIVES AND ASSQCIAT�S ,`� � � �'�7t k Address �� �- � ` � � �� ;. ; �, � 9789 SW 72 STREET �`�a f�^� � �;�'�'` _��� � � �� Ci�y State ZiP Code �� " . � rr=,,,�. ` `�� � Florida 33173 n� MIRM��w �.�,,:� ` �;;:G � "' �� �"��� Date Telephone � Ext. � r� 01-13-2021 (305)220-2424 � ��,� � Copy all pages o��thi��Elevation Certificat�and all attachments for(1}commur�ity o�cial, (2}insurance agentJcompany;and (3)�uilding owner. � Gomments (includ€ng�ype Qf equi�ment and loeation, per C2(e), if applicable) G2.e} MACHIN�RY E(�EVATION REFERS TO AfC UNIT PAD L.00ATED QN RIGNT SIQE C?F TNE MQUSE !_ATITUDEI�ONGITUDE OBTAINED USING GQOGLE EARTN. BENCHMARK USED: 8-26-RA(MIAMI-DADE), ELEVATION = 17.23 FT(N.G.V.D.) HIGHEST CROWN OF ROAD ELEVATIDN =2.72 FT(N.G.V,D.) 21-224�5 FEMR Form Q86-�-33(12119} Replaces all previous editions. Form Page 2 of 6 „ � 1 i o�� tvo. ���a-000� �L�1/At�'[C)N ��E�`TIF1�,41"� Expiration �ate: t�avember 30, 2o2z IMPC?RTlaNT: In th�se spaces, copy the corresponding infa�mation from �ection A. FOR INSUFZRNCE CC�MPANY US� Building 5treet Address(including Apt., Unit, Suite, andlor�ldg. Na.}or P.C?. Rout�and Box No. Policy Number: 10626 NE 11 COURT City Sfiate ZIP Code Gompany NA(C Number MIAMI SH�RES Florida 33138 �ECTIC)t� E—�ll11�[�6NG �I��VA�TIf�N IhlFURlVIATI�N (�URV�Y NQT���UI�ED} FQR�C)N�A�ANC3�QfVE A({�f11'H�UT'�F�) For Zones AC}and A(without BFE), complet� Items E1—E5. If the Certificate is intended to support a LC3MA or LOMR-F request, complete Sectians A, B;and C. For Items E1--E4, use natural grade, if available. Gheck th�measuremer�t used. In Puerto FZico only, enter meters. E1. Provid�elevation infarmation for the following and check the apprapriate boxes to show whether the elevatic�n is abave ar below the highest adjacent grade(HAG}and the low�st adjaeenf grade(�AG). a) Top caf bottom fioae{inciuding basernent, crawispace, or enclasure} is ❑fe�t [�met�rs ❑abave ar ❑ below the MAG. E�) Tap of bottom floor{including b�sement, crawlspace, or enclasure} is [�feet ❑meters �abave or ❑ betaw the LAG. E2. For Building Diagrams 6-9 with permanent fload openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions}, the next higher floor{elevation C2.b in th�diagrams)of the building is ❑feet [�mef�rs Q above or ❑below the MAG. E3. Attached garage(top of slab} is ❑feet ❑meters ❑above or ❑below the NAG. E4. Top of platform of rnachinery and/or equipmer�t servicing the building is ❑feet ���eters ❑above or ❑belaw the HAG. E5. Zane AO anly: If no flood depth number is available, is the tap af the bottom floor elevated in accordance with the corr�munity's floodplain management ordinance? � Yes � Na � Unknown. The local official enust cer#ify this information in Section G. SECTION F—F�RaR�RTY C>WN�R{�R QWNER'S REPRES�NTATIV�}G�RTIFlCATION The property owner ar awner's autharized representative who completes Sections A, �, and E for�ane A(wifihout a FEMA-issued or con�mur�ity-issued BFE)or Zane AO must sign her�. The statements in Sections A, �, and E are eorrect to the best of my knowledge. Property Owner or Owner's Autharized Ftepresentativ�'s Name Address City State ZIP Code Signature Date Telephone Gamm�nts ❑ Gheck here if attachmenta. FEMA Form 086-0-33(12/19} Replaces all previous editions. Form Page 3 of 6 i i • � aM� No. �6so-000a �I_�l/A1�lC}N ��R`TIFICAI"� Expiration Date: November 30, 2022 IN9PQR�'A�lT: fn thes�spaces,copy th�e�rr�spvnding information from S�ction A. FOR INSURANCE GOMPANY USE E�u€(ding Sfr�et Address(including Apt., Unit, Suite, and/or Bldg_ No.}or P.O. Route and gox No. Policy Number: 1C3626 N� 11 CDURT City State ZIP Cod� Company NAIC N�s�nber MIAMI SMC2RES F(orida 33138 S�CTIC?N G�GC)MtVfUNITY IPIFORMA`�IC�N {t2PT1�NAL.} The local official who is authorized by law or ardi�ance to adrt�inister the commu�ity's flaodplain management ordinance can complete Sections A, �, C(or E}, and G of this Elev�tion Certif[cate. Complete the applicable item(s)and sign belaw. Check th�measurement used in Items G8—G1Q. In Puerto Rico only, enter meters. ��, 0 The informatian in Section G was taken from other documentatian tf�at has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation informatian. (Indicate the source and dat�of the elev�tion data in the Comments ar�a below.) �� � A cammunity offiicial completed Sectian E far a building located in Zone A(withaut a FEMA-issued or community-issued BFE) �r Zone AO. �� � The following information (it�ms G4—G1Q} is provided for community floodplain management purposes. G4. P�rmi4 Number G5. Date Permit Issued G6_ Date Gertifieate o� CompliancelQccup�ncy Issued G7. This permit has been issued for: [] New Constructian � Substantiai Improveme�t G�. El�vation of as-built lowest fl�ar(incEuding basem�nt� �f the building: ❑ feet ❑ meters p�tum G9. BFE ar(in Zone AO}depth of flooding at the building site: ❑ fset ❑ meters aatum G1Q. Community's design flaod elevation: ❑ feet ❑ meters Qat��m L.ocal Of€iciaPs Name Tifile Community Name Telephone Signature Date Comments(inciuding type of equipment and locatian, per C2(e}, if applicable} � Che�k here if attachm�nts. FEMA Farm 086-Q-33(12(19} Repiaces all previous editions. Form Page 4 af 6 �� �� � t�EG�ND �� N� x � A =Arc ��' �"' a� a ASPH=Asphalt m �Q c^�°� � BM =0ench fvtark a� o"� � c ` BRG =Bearing �c�°� a CATU�Gatch basin I � � o �n ,,3 �, Cf3S =Cor�crete�Block Stn�cture cu iz�--'?? � c � ( m c� � m q� Ch{ =Chord � �s� � � � { � � � �a' � Chatt�=Chattahoachee ' �' oz'� �'� � .``t`�,,c�er,r:f,tf `B a. � o C'`e =Genter�ine carls �� ��. 5�.,�,o � ��@�� ' ' ��pC� � u, � �' � E � GLF =Chain Li�7k Fence �' a o � ��`k�'f G�r�N''`z � °"� o��° o� � C�. =Clea� ' PA' 7 � �c6 U�`^- � Q Q _ :„ o�n�n � at � � CQNC.=C:OnCC�IG � �0 0 v � �,�,b�,����p?;,l`a•^` ��Q� E�o o D =Deft2 � �N ' c� �P��'t avRvc'+����` �' ��� E^�o `o � =Diamete; � �00 r�--i r � ME Driii Hae �"4r i��`` �p �n � } . �r,,,<«< _ - X � irn-� --��,�JQ d�t �+�/��! �l F I.P. t f�" .OQ - - Ma�ntenanc �'"" �.c °'° a c � �e���s�o (�t1 P�,asnc F. �_,t ,� �� f � ` ' _,�, _,:� - -_ — ,, � _ c n O y� Q N� � � � _ � � v � __ ��e"iSU171E,'(it .c a -`� . ._._ F.N.D. _ - -- - ' C sv � N�°�'� m� � o � EB -E�et'cBa I r�, e.L.F. � 3'X4 1 n� � � � � � Q cQ � � PLANFER = � �� m n �� �� Enc. =Encroachment � �A/`C :.—f2J�'.JQ� `� ° o E m �� c � ° p F.F � =Finish�Iaor (�.1�}� ��.. q q ° � 1 g f � �,`� m� ��°c o w ,�F��. =wG'trE Hydt'ant ! 1.6C1R 43.1OR W � ASPh1ALT ` � �� ,� �� t6� �ta o Ea c`i�' a�s •�u�+s �, � Q � � � Q� q�.� � � ' �� F°I'�2. = Qund I�`on F�ieb� � p fJRIYEWAY � p a � � o o � o"�v '�' F LOT � � �� � ¢,30 ;, a� U c`�o� N � �""�, =�Iorida Power� ight � cn �.sq hlETAL � 77LE .3� GONC. "�� °� �o ,v a c�`,� `9'�° m F.I.F�. r-r ound frcot �� BLPGK 3 - �/ SNEQ �� *a" � o `m �N`_ aas��++m o FD. D=Found � ee � � i 2.00' LOT 15 PQRCN W,ALK Q a�.� �. a ' �° $�� �N GONC. P,4VERS BLQCK 3 N # 20.&D' Q r'� � o o �o m �' � � m � �P �I-ight Pale�e e s s e �� �--� � j" N ON�S�°ARY �' � � m"-� `a���+ ` t r�ieasurec� , � ' 8 1}'j.�0� A ;`K, Q � �y� � _ ����y�ss$�° as�'9.FF in a�Metai Fer+v�*c r! � r^ � i� �Q/�C. C�n ��'�i�E}���� � �` �' � 1�f ` �'� 77L� e�. ^� 3 a o�a�°'s`_�g°,�,m�' �� 3 M a n h o f e a s s•• � � � � : _.,'_i. `� � f # 106�6 S7EP5 ^� �� � °� o � E�_s� E��, � � ��,;�onumeil�S�4�a a• � n�D I PLRSTtG F. a rrn- � CONG. s.00' &.Od' 4.3Q � r rn �;��a r a�wy:,ac 9t+�?� ° r• • # � a � �n�. a,� c, � � � MON. =t�onume�t � Q � � � � �-1 ""} 7'�115 [�10�?CE�} C�PSGI1�?C:C� c`�S: �� � � � �� " ��a s pp '� � 23.83� p cn - � �� �a ��'�� NIA =Not A lieabl s�a.� � ' � L,ot 1� Block 3 s � ����� �,m -��yaEi a a��� � � ; � �� � s���tc o 4„ f�t,art�t� > ���- a : . a�o�� , j `so. o N � '�, ;<??�!�� 3s.to` ' �--25.60' �VIIA?�1I S�-IORL:S �STATES. �,��� -� � ��s ���vottos�-�ie�.,.a c, co � N`�Av��s.:. _-----'"" M a��ardiiig to rl�e Plat thereof - � � �` ��s ��o�s�t � � .����_.---.-1 5 v? � f� �t ��, _ � � N 8�',��i 1���� � ' � �, ,� � vErhead Utifity Lines �J'�.=C� ____.a.. � i�' c�. �, s�._ � o o > � � ,� � as r�cordec�in Plat�3c�ok 47 Pa�e �8 � � � � 4.4Q` CL. I-�"` � y�R' o C" 25.QQ' � � � � � o �m QH =C�verhang I { � �--, � 2a so`�: �: - of thc P��bl�u R�cords of M�arYl� Dad�, C ou �, 1or�da _ _ , __ ,_. a _-„ -, ,--�� -�,-�,-�,--��- � F r.�. �/.� , ' -� ' 11t '. ° � m T Q P -Pl�t 4.40` �L. ->� f° c �' � RB Plat 5ook __„--_, � � � I —�,— �r—�F � `o �'o° � PG =Polnt of Cu�vature ?30.OQ' ( ,� '� ` �� ��1�LASTtG F. � q L er�(t 1�C� �a: � m o o � P.C.C.=Point af Gompound �.t.P. i/`�� { iQ tn �' m - m " Curvatur� r`�S�1eT �OSSQt2�i0 �11d �elC�l�� �US}1�£e'� �'JOSSQTlkQ �; Q- 3 r Q PCP =Permanen€Ca�Erol Point { E f� �,�.,, � � � `o � r�s PG =Rage LOT 9 � �� � � � o'T Q � P.[. T P�o�ert(Lme actic�n f�C�(�I"�SS; � Q o C � m �' p Y BLCICK .3 � � LOT P4 (v n �- a� ?,��' � p� =P�anter I �.�: I etacx s � I OG26 NF� 11 th Co�rt, Mi�r�1i SIzares, FL. 331�� �, � � �� � P c��=Pa��t ar s����,n�n� b ' Q o ��� a P-O.G.=Point of Commenc�ment � y� E� v � � ��c Q P.P. =Power Pale rt � � '',� � U �� �o a P.R,M,=Permaneni Reference a� ��� a Monument � � � �' �Q � °m �' �- R.R.G.=Poinf oP Reverse i� I' --�� a � y �T� � Cu�vature � � a a p o PT =Point af Tangency t.=.��.J��i � °' � ro� n, �� R =Radius L � '= a�'i �o p � v o. R?R =Railroad R���.�..y�a o # �a � `—°� �� �'��1 =Professior�al Surveyo; � � �> ¢� o o� �� � hRapper Q=�O all..�}���r .C. � c o u?c as o y'.� RIW =Right-of-Way c � o u c � �iN.=.J�J�..1�8 tV E ° � °� °'o o �' � SWK =Sidewaik � @ '' � �� � � � m Sea =S�ction {�41 �5��/ ��� ��/\�� �� � � � m o o °a ° °'�' (TYP) =TYPical � �} � � « E�a � E Q T =Tangent I � NOTFS: � p � -c � o �t° °� � U.E. =Utility EasemenE t' v' �=�� "'��' W.F. =Wood Fence � ��1� -'�O V3Sl�Jlf.'FIICCCSaG}�1TTIEIltS 1C7�"lis Lot � ,� v��, � m m CQRNER �zJ � o° � � °� � �/`�.�1- =Water Meter — -No�=isible Easement in this Lot �, �-�-- � Q � } �c a m� c c'a""� `o ,{ STREET � � � N a �.v. =Water va�ve ACf,4. ���{ -SC;pEIC tc`i711i c�'' Cjt"eIiI7�0�C�IOC7fIQ11 m � �:��n o� o � m c` A�.�. �L,��7L.Il r m � a� o cn U-a� _'}' U a �, �, m V- a � a� ����"'/ Der�otes Spot '��,Q.� 35 IT1C�iGc�teC��y Ot�lf',t'S. � � �� v a zA vc °o '��° m 3 j"/ �Elevation�Taken �.r. NIA (reference} N/A �-Q °��U��-�=� � f �earing, if any, shown based on °� �, ��,�, � REVISIQNS: BQUNDARY SURVEY. I NEREBY CERTIFY:that this survey meets the Alvar�z, �I�U�SVIV@S �tlC� t�SS�CI�t�S, �CiC. standards of pract�ce as set fortn ny tne Surveyors, Mappers and Land Planners F�aRioa eoa �=�s Na�su�vEYaRs 9789 Sunset Drive, Miami, F�. 33173 AND MAPP RS i apter 5J- Flarida Ad��inistrative Not valid unless Code, ursua o Sectio 2.az7 Fior�aa statutes. Phane 305.220.2424 Fax 305.552.8181 "`I`F#IS SUE2V�Y L1�C RATtt?N tS MA[?E AN THE FIEk�D FLOOD ZONE COh�iM. No. PANEt�No. SUFFfX: � P it bears the �ATE II�DICATE�, Tt)TH� CIWPI�Ft(S} I�tS'TED. 1T IS NAT AE 124652 3Q4 L signatura and the � � l�.B. NO. �867 1 E-tllall: �aaSU111�y��(71.COtT1 originai raised seal TF��iNSF�t2ABt,E T� ADDITI�NAL tNSTlTE1TIONS QR _ - (VES 01(13/2421 Field Date Scale: C}rawn b Drw No. F.I.R.M.DATE F.I.R.M.INQEX BASE E�EV. of Flarida Iicensed Y J SIIBS��lUENT �WNEF2�." Su�veyor and P QFESSIQ l.. SURVEY�R A,ND 01/13/2021 1'�=3Q' R.G. 21-224F35 09/11 �09 09 I 11 1 09 a & N.G.v.Q. �apper. MAPPER No. 4327. State of Flarida. . � � r 2 t' U.S. t�EPARTMENT OF HQME�AND S�CURITY c���r��. ���o�ooaa Fed�ral �merg�ncy Manag�ment Agency Expiratian�ate: November 30,2022 NatiQnal Flood Insurance Program ���V�4TIC}N CE�.TIFICATE fmpartant: Follaw th�instruetions an pages 1-9. Copy�II p�ges af this El�vation Cerkific�t�and afl�ttachments for(1)cammunity official, (2}insurance agenttcomp�ny, and(3}building owner. S�GTfON A—�RQPERTY INF�RMATION FOR INSURANCE COMPP�NY USE A1. �uilding Owner's Nam� P�licy Number: ASH�R SC}S�C?NKQ& RAGHERL t�USHKA SOSSC}NKQ A2. �uilding Stree4 Address(including Apt., Unit, Suite, �nd(e�r�idg. No.}or P.C7. R�aut�and Company NAIC Numb�r: �ax Rlo. 10626 N� 11 GOURT City State ZIR Cade MIAMI SNC7�ES Florida 33138 �13. Property�e�cription(Lot and Bl�ck Numbees, Tax Parcel Numb�r, Legaf L�escriptiQn;etc.} �C>T 15, �LQCK 3, �il1AM1 SHORES ESTATES, ��47, PC�58, FQLIO# 11-�232-Q28-0430 fi4. Building Use(�.g., �esidential, Non-Residential,Addition,Accessory, etc.} RESIDENTIA� A5. LatitudelLongitude: Lat. ��°�2"22.57"N Long.80°10`27.48"W Horizantal Datum: [� NAD 1927 0 NAE3 1983 A6. Attach at least 2 photagraphs of the building if fihe Certificate is being used to obEain flood insurance. A7. Building Qiagram Number 8 A�. For a buifding with a crawlspace ar enclosure(s): a} Square footag�of crawlspace or�nclosure(s) �pqg,�p sq ft b) Number of perman�nt flood openings in the crawlspaee or enclosure(s}witf�in 1.0 foat above adjacent gr�de 5 c) Tot�l net area of flo�d openings in A8.b 9Q8.64 sq in d) Engineered fiood oper�ings? ❑Yes � No A9. Far a building with ar�attached garage: a} Squ�re fa�tage of attached garage QO.Qa sq ft bj Number of permanent flaod openings in th�attaehed garage within 1.Q foot above adjacer�t grade 0 c} Totai net area of fl�cad c�penings in A9.b a.ao sq in d) Engin�ered fload apenings? ❑Yes � No SECTtQN�—FLt)Q�!IPISUR.�INC�FtAT�MAP�FIRM)INFORMATiON 61. RIFIP C�mmunity Name&CQmm�anity Numbee B2. G�unty N�me B3. State VILIAGE OF MiIRN1!SNORES 120652 MIAMI-DADE Florida �4. MapfPanel B5. Su�x �6. FIRM index �7. FIRM Panel �8. Flood B9. Base Flood Elevation(s} Number Date Effective! Zone(s} (Zone AO, use Base Flaod Depth) Revised Date 12086C 0306 L 09-11-20Q9 09-11-2009 AE +8 FT N.G.V.CJ 810. Indicate the saurce of the Base Flood El�vation{�FE}data ar base flood depth entered in Item B9: ❑ FIS Pr�fil� ❑x FIRM � Community Determined ❑ C}theriSource: �11. Endicate elevation datum used for�FE in ltem �9: � NGVD 1929 ❑ NAV[� 1988 ❑ C}ther/Source: �12. Is the building located in� Caastal Barri�r Ftesources System{GBRS}area or Qtherwise Protected Area(C}PA}? ❑ Yes � Nca ��signation Dat�: �] C�RS ❑ OPA FE�1A Form Q86-Qp33(12119) Replaces ali previous editions. Form Page 1 of 6 a� aM� �t�. 16so-aaoa EleEVATIOM GERTIFICATE Ex�iration oat�: �vovemb�r 30,2022 IMPOR"fANT: In these spaces,copy the correspar�ding information from���tior�A. FC}R INSURANGE COMPANY lJ�E 6uilding Street Addr�ss(including Apt., Unit, Suit�, andlar Bldg. No.}or P.O. R�ute�nd Box Na. Palicy Number: 10626 NE 11 GOURT G�tY St�te �EP Cod� Gomparry NAEC Number MfAMI SHQRES Flarida 33138 S�CTIQN C—�IJIL[�ING EL�V�t"CIOfV INFQRMI�TIQN (�URV�Y R�QUI��D) G1. Building�l�v�tions are b�sed on: ❑ Construction C�rawings� [� �uilding Urrder GanstructiQn* � Finished Constr�actiQn �A new Elevation Certific�te will be r�quir�d when�onstruetian ofi th�building is camplete. G2. Elevations—Zc�nes A1—A30,AE,t�H,�l(with BFE�,VE,V1—V30,V(w�ith �F�), AR,ARIA,AFttA�,ARtA1—�30,ARlF1�i,AR1A0. Complet�Items C2.a—h below acc�rding to the building diagram specified in It�m F17. In Puerta Rico c�nly,enter meters. ��nchmark lJti(ized: # SEE GQNlPJE�NTS VerEical Datum: N.G.V.E�.1929 Indicate�Isvatian datum us�d for the elevations in items�}threaugh h) bel€�w. � r��v� 1 s�s ❑ ��Up ���s ❑catn�risou���: Datum used far building elev�tians must be the�ame as that used far the�F�. Ch�ck the measurement used. a} Top of bottom�aor(including b�sement, crawrEs�aac�, ar enclosure fl�c�r} 3.0 � feet ❑ meters b) Top of the next higher floar 4.6 0 feet � meters e} �ottom of the lowest horizor�t�l structural memk��r(V�on�s only) N1A �x f��t ❑meters d) Attached garage(tap Qf slab) NfA � feet ❑ meters �) Lowest elevation of r�achin�ry o�equipment servieing the building �4 � fi��t [] meters (Describe type af equipment�nd loe�tion in Cramments) f� �owest�djaeent(finished)grade next to building (LA�) 2.7 � feet ❑ met�rs g) Nighest adjacent(finished}gr�de next ta building(HA�} 3.0 � feet � m�ters h) �owest adjacent geade at lowest elevatian of deck ar stairs, including structural support N!A � feet � meters SECTIQhI D—SURVEYQR, ENGINEER,OR At�GH1T�GT C�RTIFI��4T10�1 This certificatie�n is to be signed and sealed by a land suevayor,engineer, or archit�et authoriz�d by I�w ta certify�I�vatian informati�n, 1 certify that the inform�tton an this C�rfi�icate repres�nts my bes�efforts to interpret ti�e data avaffabta. l und�rsfand fhat ar�y fafse statement may be punishabie by fin�vr imprisanm�nt under 1�U.S. Code, Section 1001. W�r�latitude and longitude in Section A pravid�d by a ficensed lanci surveyor? �Y�s ❑PVo �Check here if attachments. Gertifier's Name I�icense Number RENE AIGIJESVIVES 4327 �It�E° ��iAeasN e t�taa�r`. .� ai PRQFESSIORlAL LANQ SURVEYOR ,���a��;e,G��s�.`^�,`',., Gompany Name � �*7 ffi� ALVAEtEZ AIGUESVIVES AND ASSOGIATES " �' '�a .. �',.` STAP[(� °?r.°". ,,,,Rj�yp�"�`4 AC�CIf@SS ���d��te�ttu�itt������� 9789 SW 72 STRE�T GftY SEate ZIP G�de NIIRN�1 Florida 33173 Signature Rene aiguesv�Ves a �at� Telephone Ext, p5Ma327 �,�,A„R_,x�.�� �.-� 01-13-2021 (305}220-2424 Copy all pages of this Efevation Gertificate and aii attaehments Eor(1)community�fficiaE, (2}insurance agent/campany, and(3}building owner. Gomments(irrcluding type�f equipment and location, p�r G2(e), if applicable} C2.e} MAGh1PNERY ELEVATIQN REFERS TO A/C UNIT PA� LOCATED ON RIGHT SIDE OF TH� HOl1SE �ATITUDE(�ONGITUDE C)BTAlNED USING GC}OG�E �ARTH. BENGHMARK USEa: 8-26-RA(MIaME-DADE}, E�EVATIQN= 17.23 FT(N.G.V.D.) NIGNEST CROWN OF ROAD ELEVATION=2.72 FT(N,�.V.D.} 21-22485 FEMA Farm 086-Q-33(12(19) Replaces a!I pr�vious editions. Form Page 2 of 6 � �.EVATIQN �E�TIFlCATE o�� �►o. �ssoa000a �xpiration Date: NQvember 30,2022 IMPC}RTANT: In these spaces,copy the�a�rr�sponding infarmation from S�ction A. F�R ENSURAtVCE�OMPANY USE Building Street Address(including Apt., lJnit, Suite, andlor Bldg. No.}or�.C}. R�ute and Bax M11ea. Palicy hlumbee: 10626 NE 11 GOURT City St�te �IP God� Campany NAIC Number t�I1RN11 SHOR�S Fl�rida 33138 SECTIQN E--BUiL[}tNG E��VATEQN IN��RR�ATtC1N (SU�V�Y N�T�EQUI���} FAR�QN�A(�l�NC)��NE A(WI�'NOUT BF�) For Zones AG�and A(without�F�), complete It�ms E1—E5. If the Certificate is intend�d to support a LC}MA or LC�MR-F r�quest, complet�Sections A, B,and C. F�r It�ms E1—E4, use natural grade, if availabl�. Check the measurement used. En Pu�rta Rico only, enter me4er�. E1. Provide elevatian inf�rmatiar�fior the folfowing and check the appropriate boxes to shaw wh�ther the�;lev�tian is above or below tt�e highe�t adjaeent grade(HAG}and the lawest adjacent grade{IAG). a} �'op of bottom floar{ir�Gluding basement, crawlspace, or enclosur�}is ❑feet �]met�rs ❑ebove or (�below the NAG. b} Tap af bottom flaor(including basement, crawlspac�; ar encfosur�}is ❑feet ❑meters [�above�r ❑below the l.R�. E2. For Buildir�g Diagrams 6-9 with p�rmanent flood openings providsd in Section A Items�andloe 9(see pages 1-2 of Instructions}, th�next higher floor(elevation C2.b in the diagrams)of th�building is ❑feet �]met�rs ❑above or ❑below the FiAG. E3. Attach�d garage(top of siab} is ❑feet ❑meters [��bcrve or ❑bef�aw the HAG. E4. Top of platform of machinery andlar equipment seruicing the building is ❑feet C]meters ❑abava ar ❑beiow the HAG. E5. �one AO only: If no flood depth number is available, is the top of the bottam fioor eBevated in accardance with the community'� floodplain m�nagement ordinanee? [_] Yes [] No � Unkn�wn. The laeal o€ficial must certi�}r this information in Sectian G. S�CTlON �'—PRC)t�ERTY OWNER(OR OWPIEFd"S f2�PRI�S�NTAT[VE}CERTEEfCATIC?N The property owner or owner's authoriz�d representative whea completes Sections A, B, and�for Zon�R(withaut a F�MA-issued or commun�ty-issued BFE}ar Zone AO must sign here.The sE�tem�nts in Sections A, B, �nd E ar�eorrect to tt�e b�st af my knowEedge. Prop�rty C7wner or Qwner's Authorized Repr�sentative's Name Address City St�te LPP Cade Sig�ature Date T�lephane Gomments ❑Gheck here if attachments. FEMA Farm Q86-0-33(12/19) Replaces all previaus editians. Form F'age 3 of 6 E�EVATIaN GERTIFI�ATE on�� �v�. �ssa4aaos Expiration Date: November 30, 2Q22 IMPQRTANT� In thes�spac�s,c�py the corresponding information from Section A. FOR INSUf�ANCE COMPRNY USE �uilding Street Address(including Apt., Unit, Suite, and/ar Bldg. No.)ar�'.Q. Raute and Box No. Palicy Numb�r: 1Q626 h!E 11 COURT �E�Y State ZIP Code Gompany NAI� Number MIANII SFiORES Flc�rida 3313� �ECTI(?N G—C�MMUfVITY INFORMATION(QPTlQNAL) The loc�l a��ial wha is authorized by law ar ordinance to adminisfier the community's flaodplair�management c�rdinance c�n compfete S�ctian�A, �, C(or E), �nd�of this Elev�tian C�rtificate. Complete tE�e applicabEe iterv�(s)and sign below. Ci�eck the measueement used in ltems G8--�10. In Puerto F�ico only,�nter rneters. �;�, ❑ The information in S�ction C was tak�n from other doeumentation that h�s be�n signed�nd sealed by� licensed survey�r, enginaer, or aechit�ct wh�is autharized by law to certify elevaEian information. (Indicate th�saurce and da#�af the elevation data in th�Gamments aeea be(ow.) ��. ❑ A community officia!c�rr�pl�ted Section �for a building located ir�Z�ne�(without a FEMA-issued or community-issued BFE) ar�ane AO. �� ❑ The following information (Item�G4—G10) is provided for community floodplain management purpos�s. G�. Permit Number G5. Dat� P�rmit Issued G6. [?ate Certifiicate�f CompliancefOccupancy Issued G7. This permit h�s be�n iss�aed far. ❑ New Canstruction �] Substantial Improvement G8. Elev�tion af as-built law�st floor(including basement) of the building: ❑ feet ❑ meters ��t�� G9. �FE ar(in Zone AO}d�pth of�oading at th�building site: [� feet ❑ meters D�tum G1Q. Community'�design fload�levation: ❑ feet ❑ m�ters C}atum Local QfFici�l`s Name Title Community Name Taleph�ne Signature ��qe Gomments(including typ�of equipment and lacatian, p�r C2(e); if applicablej ❑ Gheck nere if attachm�nts. FEMA Form 086-0@33(12119} Replaces all pr�vious editio�s. Form Pag�4 of 6 ° �UIL�ING PHQTOGRAPHS Q�B �Q. ��6Q_Q�oa ��E�AT��(� C�R'T�F�GA1°E See Instructia�s for item A6. Expiration Date: Navember 30,2022 EMPO�TANT: In the�e spaces,ccapy the earresponding informafiion from Section A, FC�R INSURANCE COMPANY USE Building Street Address(including�pt., Unit, Suite, andtor�ldg. No.)ar P.C3. Route and�ox No. Palicy Number: 1Q626 NE 11 COURT City State �IP�ode Company NAIG Number MIANII�H�RE� Florida 33138 if u�ing the Elevation Certificate to obtain RIF(P fload insuranc,�, affix at I�ast 2 building photographs beEow according to the instructions for Item A6. Edentify ai!photographs with date taken; '"Front Vi�w"and "Rear View'° ar�d, if required, "Right Side View"and °Left Sid� View." When applicable, photo�raphs must sF�ow tne faundation with represent�tive examples of the flood ap�nings or vents, as indicated in Section A8. {f submitting more phatographs th�n wil!fit�n this page, use th�Gantinuafion Page. 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F'SI� =�"raf�ssionai Suroeyar m � �o �°� � `�� tlqapp�f LI—�C7�e3'�C3" .�. � � �� � �� �,� �rw =�zt�r,t-ur w�� (.%t t.��v�,.1�b tV '� � .� E ���a � � S =Sid �Ik � � � ,'�,� u, `� � w Sec, =Section ��� .J������� t�d t�/ �� � � g°, m ��� � �� (TYP} =TYRical ti.,, � � �� ��-�� c� � T =Tangent � C'"'f NC?T"��: � � � �� ai`� � � U.E. >Usiliry Eas�m�r�t �tc�Cte -No visible Encrc�achments in this Lac � � �� � �� �� w.�. =wooa��nce ��'� o� � � � �� � W.M. =Waler Meter f/ /1 �" �OR1v�R -Nc�ti=isibi�Easesiient in tk�is i.ot � � �°�,� . s '� ���'! `�` �.�� �� c c �,�° Y�+.v. =W�ter Valve f -Septie tank&dr�i�zfield lo���ion � � � � �;; � �,.�- .��.�.� as indie�ted by others. � � �� � o ��� �.. � �-o._ � �, $S�':@ a g� �,. Q�ofes Spot �.7: f�(IA{F�'f�Ce►lCE� �/A ����.�`�.c�"i����� � �e�tevauans-raken ���ring, if�r�y, �h�nrr� b���d a� �� � ��� � ��vtsocatvs: aourv�a�z�suR �. I NER��Y��F�T[FY:that this suru�y me�ts the ��V�1'��, r�l�t��aVIV�� �Yi� J����CI����, 'CtC. st�naards o��saGtPc�as s�t ro�tn�y tr,� Surv�y�rs, (�app�r� and L�nd �I����r� ��.a��c��a�o F�s a���s�v�Yo�as 97�9 �un��t�riv�, �iarni, �L 33�73 P1a4 v�lid unte�s APVC��9AP� S i apter 5J- fearida Admir�is tiv€ t�w��u v����� �rt�� �� ��� �t�°�t������.o ��-oc�c�zoNE co�nr�.�o. ������o. su���a�: �t��a���� c���,��,���,a �seGtso �.a��F�a�;a�stat�t�s. �han� 3Q5.220.2424 F�x 305.55�.���1 �T� 1 1�l4`�'� ,T�►TH�� l�1� ($) E.i$TIE�.IT 1�MQT A� 12Q652 3a4 1� s€gn�ture and the L.�. N�. 6$f7/��fC1�E�: �c���UCY�}���QI.GCtE�'1 T ��� E,�1"O 1���!'P1t)Nl�L �N�T1TUi'IQN�t}R origin�i e�i��d s�aJ ��/�� 01113/20�1 F.€.E�,tv1.C3ATE F.I.R.Pi1.IRll7EX B�0.?E ELEV. af Flor€da Eicens�d FI�Bd C}�t� ���le: �t��ft by: C�FWg. Na. �U �I� � 'l��t � $." P �F���IQ L �E.1�ZV�`lQi� AN� os�9�r�� as r��r o� �� �.�,v.�e su���o� �na ��i1312Q21 1""�30" E�,�. 21-224�5 �apper. �AF'€��F2 Ne.4327. afiate o#Fl�rida. �� � , `�� �s..��,, w �� � � ° CEGEfVC} � � � � �� a � � p.,� �Q o � A =Aec �ti ,y , o�'m-'x?� � ASPH =As�halt � . �' �U"`� c�r BM =6er�ch Mark � ��� ����o Q � CA V=Gatch basir� ��a qr...m�m,�=.�KK- � Mm,�� �,... � n m„�r �, �'a C8 =Cateh bas€n � � ...... ...... .... � _� �„. . '�� �o;�� .� CBS =Goncrete Block StrucEure �� � �� � � � CH =Ghord � � ���� �" � ;��� m,m � Chatta.=Chattahopchea �� � � m�� ��� Q � =Genter Line LOr 16 ua ( i BLQCff 3 Q � �°� � � �, ��Q p G CLF =Chait�Link Fence Q �„ z .s- -o � o�� m '� GL =Claar � o � o A ,t��;. � .. . . . . o�.a �--� o� � CONC=Concrete � m� U ¢�w- o� � � 'V N - � c� c� i,'a � a.o aXi � =Delta .p. Ti I'- {v Q a j �.p � m � a'Q E�'U � �C.�Q '-' V z Z' "� A p �� a"o c m m � N =Diamete� � �Nv � 1.�?Q.Q�� � t�� C� � � �1� ri°' ��m E�'S o DH =D�ill Ha(e � �oQ � / I� � �� ��•������ _ ME - Ma�ntertanc . . `" P M ,a c r � � ��'�"r�j 89'56=10�=(M� PLASTIC F -� � _ . �� � 25.Q _ _ - n r- . � � ' �. . A -u _� � - ctn x �� �R o a � ��� o e D -Drainage& e l� N � � � � _ .NCA. y C � i4 F.N.C1. „� , �. - -, - � �; � o�, � Easement , = _ _ - _ � t � -. . FI.C. , y � tt� � � �.o m� � a o� EB =Efe cE3o i � �,G.�.� 1 �� � ���� � r� p GQNC. �� �? PtRNTE`R i � ti� m a � �, �� C � � Enc. =Encroachmen! 0.10' CL. � SLAB �` 25.3C1'____ t �ti>> � =Finish Flaor � � � � G U � � a Q F F. � .�n,�w.w.� � �� �i � JrS.'(0� C.i � fa.�PNAL7� ' ' 4 t��`� � � a.,ac m,�°- ��� o � F H. =Fire Hydrant � � � „��� �� ��� � ��� � �� F I R -Found Eeo�Rebar � � �p DRIVEWAY �� � 11 0 tf,�T 8 0� �.30' (�j� ti����` ,�� ° °� � � a�' � � a FF'L =Florida Pawer&Light h1E�AL � ¢� U o� p BL(?CK 3 � °i• �Sf� SHED cv L�F f5 RLE 3' CQNC. � � a c � `A m v � � � �.I -F�ut�d Iron Pipe cri PPRCH WALK � �'"�� � t. �o m� � p �� � Q FD� =Found � a,�i � �LQ�C .3 ,� Q � �i"fh c � � � o m;� L P =LighF Pale Cp � 8 \ 0!F CON� c�, �0.6C}" „ �r`��1�. �-o � �' � �'! p1dE STC}RY ,-Nr 1( _ ������ �� o��� � m � E M =Maasared I A� g& �i5.t?0'� (�t�S1D�P2C� a I�� � `� `'�•`� �� � � o o� �� � o� M.F. =hneta�Fence � � � CQNG �� �� 1Q�1�� �� TI�E � ,,�„�" i� �Q �����o� �� M.H. =Manhale ( ca � # STEPS � ��� ��' �� a o E+-_� u � �, o � =Monumant�ine � �� I � . �� �t,asne � � ts.oa' � ���� �� ��@ �� � 4.30'� �-' \ t��` �� � hhON.=Monument � � ��� Tla�s�roperty deserib�c�as: � e �� � � e � �U � C3 _, , � cn 1 ��1 ��: o��o t° �� m NIA =t3atApp6cabl� -n � � >y �.�.c`�3' 2R0` �' ������. �� �Ot�� ��Q��C� N � Q e � � m � 4 a ( A� . . . i�* cn PLAN7�R t`����4i �; > ' a z o r�-cr`°i`r G"r'�-���-'.n NlD =Nail&Dise � .,� . 33.10' 25.60'--"' `�`` `�� � NTS =Not to Scale �� �,t�,o� M1AMI SH(�RES ESTAfiE�. �,s� ( `�'o. o ry PRYERS � \�,>` �� � � _ ots =tifFset _____—� a�,,. `° w -� �` -- "`" `� � °„ according to the Plat th�reof = � �, ����'ao"(�€) � � �}, � � �� �ti>>, ' v�i y � Q_U.�.�Overhead Uhlity Eines __..__._._.._.--. 0.10' CL �� � , - g � s�� �y ,�._.---„`"' Q o� 4.�0` c�. ,- � �. � ; 2s oo ; ,` ����� fth P bl R d t VI D d c 1 ci � �� " ° .` - ; : ��1�� �s ree�orue Ic���tr s�o�� ia�a��� e .aunt}�, F ari a � p �� Q PH _a���r,��, I � �--� _„- , -,-, �� � �� " � PLAS7]C � �,� ' - 4.4C?' CL. ..- - � ' ' � -'�- " ��LASTIC F �.�jO.Q�� �P�� � '�� � � `c'�, c � � � -Plat�ook � � IV� FENCE � � �t` -z t� � °' o �a y PC =Foint of Curvatura � � � ����� �\L: � � P.G.C.=Poir�f of Com ound � ;� �t� C�f�Ifl�C�t0: c a� Q o ,� R Fl.P. t/`2� ! o cn t ti � � � ,., � � � urvat�re ` � � . a �S�1�Y'�OSSOI1�Co r�I1C1 Rc`�G}l�l�LFS�I�C&�OSSQ21ko oi a a'�� o PCP =Permane�t Control Roi��t � � o �.�, @ y � Q � � PG =Page � � \ � p o� �' m P_I. =Roint ef InterSection B L OGK 3 � �� r' � f�t�C�C�SS: � Q Q�� � � =Property Line i i to� �� � IQ626 NE 1 it}Z Caurt.,Mialni Shc�res. FL.33 i38 `� °' � °' �' �`� �'� =P�a���` I ^.� I a�oc� 3 o N '��` s � � � m ¢� P.O.B.=Foint aF Beginning �� a r �� � m� �; c�.°'c o P.P.�=F�ower�P�emme��cement �..�'l ra � ��-e � � « � E �`o `o. P.R.M.=�'ermanefif Reference � � � � � Z m�m o Monuonent � � m �Q P.R_C.=Potnf af Reverse S � � � ��-� � Gurvature � I � o c � °'?�� m PT =Poinf of Tangency oz m �o a a �.s 1=J�g..�Q r �, m S m.E�, ;�� R =Radius � '� �a, �o� � o�z. FUR =RalEroad ����.�a, � � � ..�- i°y �� PSM =Professionai Surveyor � x m o o�' �.Q� Mapper �=��.�y�+��+� ...---P.G. � � o c o �� �m RMt =F21ght-of-Way V � � o e �u �a� � � SWK =Sidewalk �N.=35.38 � �v u = � �� � h N � s�c. =s�Gt�a� ��T J�..�. ������ ���1�� ��l CJl o � m � � o � �s�' (TYP)�TYRie�€ � Q � �. � E=��,�o u �� T =Tangent m c c � �.V`OTFS: `a � � � a �� � � U.E =Utility Easement � �•�• -No visible Erlcroachmezlts i�z this L,ot � � _ �-� ��s� w.�. =wooa Fence � GQRfVER -IVO VISIb�e�c1S�1T18I1X li]tI1lS L.00 �m�o.�.II o�,�ro Q W.�4. =Wa#er Meter N.E. 106th STREET ���� , -Septic tank&drainfietd IocaCion = � ���� g g o ��m� w.v. =w��eF vai�� ,�,"��'.�.l aS tT1ClIGa��C��J�4th�T'S. �� m� m a`�i�� o� o �`� Ctenptes Spot P.7: �l��C�fE3E�@CIGG� Nl� W�a� °'o c c °o t° m � ��EEevafions T�ken B�aring, if any, shown based on a a ��°�"�����' � Z lII .fl U'II m � REVISIONS: BQUNDARY SURVEY. 0&/d3t22 UPQATE,� i HEREBY CEF2TEFY:that this survey i7�eets the ����C�Z, �I�IJ�'SVIV6'S �Cl(� 1�SSOCl��@S, �fIG. standaras o��ract�ce as set fo�tn by tne Surueyors, Mapp�rs and Land Planners Ft�ORIDA BOA F�ss a� 5ue�v�Ya�s 9789 Sunset Drive, �iami, FI� a3173 AND MAPP � �i apter 5J- larida Administrative Not valid uniess God�, ursuar o Sectio 2.027 Fiorida Statut�s. PhOt1@ 305.220.2$24 FaX 305.552.8�81 •,THIS SURVEY D�GL,ARATION IS MAD� QN THE FI��D FGOOD ZQNE COMM. Na PANEL No. SUFFIX� . P � d aears fhe RATE ENDiCATED,TO THE f,)WNER(S} LISTED. tT I� NOT AE 12Q652 304 L signature and the ,� �1-------/ G.B. �10. 6�67/ E-P71�II: ���SU1�12Y�aOI.COtTi orig€nal raised seal TRANSF�RABl.E TQ AL}�tT1QNA� INSTITUTIQNa OFi - � IVES 01113(2021 F.I.R.M.DATE F.I.R.M.INDEX BASE ELEV. of FEarida iieensed Fiald Data SC�Ie: DI��WR by: QfW�. N0. SU�S�QUENT QtWNERS." Q9!11/09 091 11/09 +8 N.G.V.D. Surveyor and P QFESSIG � SURVEYOR RND 01f13/2021 ���=�Q� R.�a. ��-��4��J nnapper. NfAPPER No. 4327. State of Florida. � ' _�.___��.___a__ U.�. DEPPaRTM�NT C7F HOM�LANC} SEGl1RlTY OMB No 1660-0008 Fed�ral Em�rgency Managem�nt A�ency �xpir�tion [��te� November 30,2022 Natianal Fload Insurance Program Imp�rtanf: Follow the instructions on pages 1-�9. �Qpy all pages of this El�vation CeEtifie�te and all attachments for(1)corr�munity ofFie€al, (2)insurance ag�n�leompany, and (3�building awner. 5�C1`It?PI A--PRC�t���TY IPIFC}RMAT(C?N FQR (RISURRNC� GC?MPANY USE A1. Buiiding 4wner's Nam� Palicy Number: ASHER SOSSC7NKCJ&RAGHER�MUSHKA St�SSQNKQ A2. Building Street Address(including Rpt.: Unit. Suite, andlar Bldg. Na.}ar P.O. Route and �ompany NA1C Numb�r: Be�x No. 10626 NE 11 C(�URT City State ZIP Gode P�iIAMf SNOR�S Florida 33'138 �3� Praperfy Descriptian(�.at and Bi�ck Number�, Tax Pare�l Number, Legal Description, etc.) �C}T 15; �LfJCK 3, MIAMI SMORES �ST�ITES, F'B 47, PG 5€3, FC?LIQ#11-2232-Q28-0430 A4. Building Use{�.g., Residential: Nan-Resid�ntial, Addition,Accessary, �tc.} RESiDENCE A5. Latitudel�onqitude: Lat. 25°52'22.57" N Long.&0°10'27.48"W Norizontal Dafium: [� NAD 1927 � NRD 1�83 A6. Attach at feast 2 photographs of the building if th�Certifieat�is being used to abtain flood insurance. A7. Buifding Diagram Number � A8. For� building with a crawlsp�ee or enclosure(s}: a} Squ�re Paotage of craw(space or enclosure(s} 2048.00 sq f� b) Number of permanent flpod openings in the crawlspaee ar enclosure(s�within 1.Q foot above adjac�nt grade 5 c) Tatal net area of flood apenings in R�.b 908.64 sq in d} Engineered flood openings? ❑ Yes � No A9. For a buifding with an att�ched garage: a) Square faotage of attached gar�ge �a��� sq� b) Number of p�rmanent flood openings in the attached garage within 1.0 foc�t abave adjacer�t grada 0 c} Tot�l net area of filood openings in A9.b O.QO sq in d) Engine�red 1ood openings? �Yas � No ���TIC3N �—FLC}C�@ IN�URANG� �AT�IV1�F' (FIRM) INFC?RMATIf.�N �1. NFIP Community Name&Gammunity Nur��ber �2. County Name B3. State VI��AGE OF MIAMI ShiQRES 120652 MIAM(-[�AC�� Florid� g4. i�ap/Panel �5. Suffix B6. FIRM Index B�. FERM Panel B8. Fiood �9. �ase Flaod E�evation(s) Numb�r Date Effectivel Zone(s} (Zone AO, use Base FEood D�p�h} � Revised C�ate 12086G Q306 � 09-�1-2049 09-11-2Q09 AE + 8 FT N.G.�I.D B1Q. Indicate th�sourc�:of the �ase Flood �ievatian(BFE}data or base fload depth entered in Item B9: ❑ FIS Profil� 0 FIRM ❑ Community Det�rmined ❑ Oth�rlSource; 811. fndicate elevation datum used for BFE in Item �9: � NGVD 1929 [� NAVD 19$8 [] OtheriSource: 812. Is fihe building located in a Coastal Barrier Resaurces System (CBRS)area or Qtherwise Protected Area(QPA)? [] Y�s x[� No Designation Date: Q GBRS [� C}PA FEMA Form Q86-0-33(12119� fteplaces ail previaus�ditions. Form Page 1 afi 6 f ` c�M� ��. �6�o-aao� EL�E\dAT1�N �� 1'IFI�AT� �xpiration ��te: �vov�mber 30, 2022 IMP�RTAP�T: tn fihes�space�,c�py#he c�rrespanding inform�tion from Secfiion A. FC>R INSURANCE GC?MPANY USE Building Stre�t�ddress (including Ap�.„ Unit, Suite, andlor Bldg. No.)or P.O. Route and Bax No. Palicy Number. 1Q626 N� 11 COURT City State ZIP Gode Campany NAIG Number MIAMI SMORES Florida 33138 ��CTIt�N �—�U#LD[R4U EL�VATtQ�t lhIF4��AT'It}1� (�IIF�V�Y��C�UIR�[�) C1. Building eEevations are based on: � Construefiion Drawings� � Building Under Gonstruetian� [X� Finished Construetion *A new Elevation C;ertiFicate will b�required when eanstruction af the building is eompfete. G2. Elev�tions—�ones A1—A3Q,A�,AH,A(with BFE}, VE, V1—V3Q, V(with BF�},AR, AF�IA, AR/AE,ARfA1—A30, AR1AH, ARiRQ. Complete Items C2.a—h below according#a the buiiding diagram sp�cified in Item A7. In Puerto Rico only, enter meters. �enGhmark Utilized: # SEE C{?NIMENTS Vertic�l Datum: N.G.V.D.1929 Indicate eievatian datum ��sed for the elevations in items�}through h}below. � ��V� ���s [� r�Av� ��a� ❑ oth��ts�u�c�: Datum us�d for building elevations must be the same as that used for the BFE. Check th�measursment used. a) Top afi bottom floor(including basement, crawlspace, or enclosure floor} 3.1 � feet ❑ meters b} Top oP the next higher floor 4.8 � feet [� meters c) Bottom af the lowest horizontai structural member(V Zones only} NfA � feet (� meters d) Attached garage{tap af slab} NlA []X feet [� meters e} Lowest elevation af machinery or�quipment servicing the buiiding 5.4 � feet ❑ metars (Describe type of�quipment and locatian in Comments} f) Lowest adj�cent(finished}grade next ta building{LAG) �.7 Q feet (� meters g} Nighest adjacent{finished}grade next to building(NAG� 3,0 Q feet [� meters h) Lowest adjacent grade af low�st el�v�tion of deck or stairs, including ��� � g��q �eters struetura(support ❑ ❑ ��CTI�N D—Sl1RtJEYC�R, EN�Ih1E�f2, C}R ARCHIT��T GEf2TIF1�AT10N This certifieation is ta be signed and�ealed by a land surveyor;engineer, or architect autharized by law to certif}r elevation infarmation. I cerfify that the information on thrs Certffrca�e represents my�est effarts to intefpret the data availabte. 1 ur�derstand that any fatse stat�rnent may be punisha�te by fine or rmprisonmenf urrder 98 U.S. Gade, S�ction 10Q1. Were latitude and longitude in Section A provided by a licensed land surveyor? ..�� Yes �No ❑Check here if attaehments. Certifier`s Nam� �ieens� Numb�r � �� RENE AIGUESVIVES 4327 '` �� �f�a;� l ��1�� � 0 6� 3R d . ,.,v PROF�SS10NAl..LAND SURVEYQR , ��. �" ������ _, � � � t� �°,, � _'�,,..�- Gompany Name ,� ` � �' ���,Mr` ALVt�REZ AIGUESVIVES AND ASSOGI�TES ���� � �� ' ` � � ��� ��� `�"� t�ddress ; �� i� � � �� �y�:�Z 9789 SW 72 STR�ET �' ttF £ Cit� .�. ..�,� , State ZIP Gode � � ��� �IRM( . Florida 33173 "� Si��ture ° � '� � .�,�u �,��P�� Date Telephone Ext. `� � �� ���� Q8-Q3-2022 (3Q5}220-2424� �� Copy�11 p��'�his�tevation Certificate and all attaehments for{1}eammunity official,(2)insuranee agenUeompany, and {3} bui[ding owner. Comm�nts(inclG�ding type of equipment and location, per C2(e); if appEieabl�} C2.e) MACHlNERY E�EVATIC?N REFERS TQ A1C UNIT PAD LC?CRTED QN RIGHT SID� OF THE NC}USE LATITUDEILONGITUDE OBTAINED USING G{�OGLE EARTM. BENCNMARK US�D: 8-26-RA{MIAMI-DADE}; ELEVATION = 17.23 FT(RI.G.V.D.) HIf�HEST CF20WN C?F ROAD ELEVATION =2.72 FT(N.G.V.D.} ADDITIC3N D(AGRAM 1A. 21-224�35 FE�A Forrr2 0�6-Q-33{12119) Replaees all previous�ditions. Form Page 2 of 6 � t�n�� No. ���aoaoa E���AT'I�t�l G�F�TIFIGAT°E �xpiratican D�te: November 30, 2022 IMPC}RT�NT. fn th�s�:spaces,capy the eorrespond�ng inf�rmafiion from Se�tian A. �OR IR1SURANC� COMPANY USE Building Streef Address(including Apt Unit, Suite, and/or�31dg No.)or P.O. Raute and Box No_ P�licy Number: 1Q626 NE 11 CC}URT Gity State �IP Gade �ompany NAIG Number MIAM( SHORES Fle�rida 33138 ��CT°I(.�ht ��-�t11L.�INC� ��.�V1�TIQN INFt�1�M/�T'lC�N (aURV�Y NQ`T f2�C�t�IE���) FC?k2�(2NE At�At�C}�QPfE A(W1TF#OUT�FE) For Zones AQ and A(without BFE), complete Items E1—E5. If the Certificate is intended to s��pport a GC}MA or L.OMR-F request, complete Sections R, �,and C. For Items E1—E4, use nat�aral grade, if available. Ch�ck the measurerrient used, In Puerto Rico only, enter rr�eters. E1. Provide elevation infQr�7�ation for th�following and check the appropriate iaaxes to show whefher the eleuation is above or belov� the highest adjaeent grade(NAG}and the lowest adj�cent grade(LAG}. a) Top oP botta�r� floor(including basement, erawispac�, ar enclosure)is ❑feet ❑meters ❑above or ❑ below the NRG. b} Top of bottom floor(including b�sement, crawlspace, or enclosure}is [�feet ❑meters ❑above ar ❑ �elow the LAG. E2. For Building Diagrams 6-9 with permanent flood openings pravided ir�Sec4ion A Items 8 andlar 9(see pages 1-2 af Instructions}, the next higher floor(elevation G2.b in the diagr�ms} of the building is [�feet ❑meters ❑above or ❑below the NAG. E3. Attached garage{top of slab} is ❑feet ❑rr�eters (�above or ❑below the HAG. E4. Tap of platfQrm of machinery andlor equipm�nt servicing the building is [�feet ❑meters ❑abov�or ❑belaw the HAG. E5. Zor�e AO anly: If no flood depth number is available, is the top of the�ottom fioor e(evated in aGcardance witt�the communifiy`s flaodplain managemer�t ordinanee? [� Yes ❑ No ❑ Unknown. The loc�i offieial must eertify this informafiion in Seetion G. ��CTIQN F—PR�P�RTY C?WNER(�R OWN�R'S R�PRE�ENT,4TtVE}CERTIFIG,4TI(�N The praperty owner or owner's authorized representative who completes Sections A, B, and �for Zone A(without a FEMA-issued or community-issued BFE)or Zone AC?must sign here. Ths statements in Sections R, B, and E are carrect ta the best af my knowiedge. Property Qwrner ar Owner's Authonzed Represen�ative's Nam� Address City State ZIP Code Signa�ure Date Telephon� Comments ❑ Check here if attachments. FEMR Fo�m Q86-0-33(12119) R�places all prev[ous editions, Form Pag�3 af 6 � OMB No. 1660-0008 EL�V�T'1�� Cr�F�1°I�IC��T'� �xpiratiQn �ate: t�ovember 3t�;2022 IMPORT,�N1': In these spaees,copy th�corre�poflding iraformation from Sectian A. FC}R INSIJR�NGE C{�MP�NY USE �uilding Street Address(including R�t., Unit, Suite, andlar�idg. Na.)or P.O. Route and Box No. Policy Numb�r: 1Q626 NE 1� GQURT City Stat� ZIP Gade Company NAIC �lumaer MIAMI SFIQRES Flarida 3313$ ��cT�ca��—cc��c�u�i°ry E�F��nna�ric�� (c���ri���L� The local afficial wl�o is�uthorized by law or ordinanc�tc�administer the community's floodplain management ardinanee can complete S�ctions A; B, G {or E}, �nd G of this Elevation Gerti�icate. Gomplete the applicabfe item(s)and sign belov�. Gheek th�measurem�nf used in Items G�—��0. In Puerto Rica anly, enter meters. ��, [] Th�infaemation in Seetion C was taken from ofiher documentation that has baen signed and s�aled by a licensed surveyor, engineer, or architect�vho is authorized by law to certify elevatian infarmation. {Indicate the source and date of the eleuation data in the Comments area below.} �� � A comm��nity afficial completed Section E for e building located in Zone A(withaut a FEMA-issued ar community-issued BFE) ar Zone RQ. �g [� The fol(Qwing informatian (Items G4—G10} is provided for community flaadpfain management purpas�s. G4. Permit Number G5. Date Permit(ssued G6. Date Certificate of Compliance(Occupancy Issued G7. This permit has been issued far: � New Construction [� Substantial Improvement G�. Elevation of as-built lowest floar(ineluding basement} of the b�ailding: [] feet ❑ meters patum G9. �FE or{in Zone AQ)depth of flooding at the building site: ❑ feet [� meters p��um G1Q. Communi#y's design fload elevation: ❑ feet [� m�ters patum �oeal OffieiaPs Name Title Gommuni#y Name Telephone Signature Date Comments(includir�g type of equipment and loc�tion, p�r C2{e), if applieable} �] Check here if attachments. FEMA Form Q86-0-33(12119} Replaces all pr�vious editions. Form Page 4 of 6 m �t�IL�INt� ��t�TQGRA�t�� on�a rvo. �6�a-aoos ����/.����,?� ������I�AT�� See Instructions for Item�6. Expiration Date: November 30, 2Q22 I�IP�RTAN'f: [n th�se spaces, copy the correspanding inf�rmatian fram Sectian A. FQR INSUf�ANCE CC7MPARIY USE �uilding Str�et�ddress(including A�at., Unit: Suite, and/or Bldg. Na.}or P.C}. Ftoute and Box No. Policy Numb�r: 10626 NE 11 CC}URT City Sta�e ZIP Cade Gompany NAIC N�mber MIAMI SNQRES Florida 33�38 If using th� Elev�tion Gertificate ta obtaEn NFIP flood insurance, affix at I�ast 2 building photographs below according ta the instructiona For Item A6. Identify ail photographs with date taken; "�ront View"and °R�ar Vlew" and, ifi required, "Right Side View° and °�eft Sid� View." When applieable, photographs must show the foundatian with repre�entative examples of the flood apenings or v�nts, as indicated in Section A8. If submitting more photographs th�n will fit on this pag�, use the Continu�tion Pac�e. � �< ,� �� , � >, ,���� 3 �,� �t� '��� ;��. � � �� t � , � � � ,`������ � "�� , ��.,�., ��� � :a ,...�,f...... �Y�.,;� : �� �: , �� �f;�.. �"",��""q:: q ���,�, . '�tt; �'�)��`lt k&x;t,� i �a �?r���"��:;�i,� �*r ���� ���i`�e�� 7' cc, kii ���q� l. it "�..� i�<<.: ...�....� . . . . .... a,x.. . ..��.. . . . . . P�1C7F0 QtlB *.. Photo C�ne Captic�n FRC}NT VIEW GEear F'ho��t�rte ' � �t. , �� tc�.. �,� , � � � � ��. � ��` � �. ,, � ���"�u���� r�� ` � � ���:, �� �' { ���k��`��� ���� >� � \��.� , ", t`�k.; �� ��\ k`� � z� t���, � � � �� `�`'as ��� � � � `i . � � . �� � F � t �� `�,, ' � ���� .1,� �l� a �„1�.�ci�'������'���.������ ������2�'� ����"����`+��������t� .{t��,.. �\kts� zE .:1`'��a�.}�. c.,� '�v•ot l� y { �� c,�`•ti��t�• � t'<� ':,:z\r'�tt� Phota Twa Photc�Twa Caption REAR VIEW �ie�rl�hata� � FEMA Form 086-Q-33{12119} Repiaees all previo�s editicans. Form Page 5 of 6