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HomeMy WebLinkAbout6651 NORTHLAKE DR -�9SS !l� FlBERGC�ISS 5N/N6cES o2 El��R� 6/�Z " , `-/S� �QS'Pf/N�T SATu,e��'D FELT i C,� /'4YWOOQ SNEATH/N6 `"/Cc�PS " �°EFti�$ ��C?f TKcl,�y'�S � �9~0,(', ,. ..- 'NG7A/EEeE� 70 Sf'�Ji✓ � � �-. ;� -..,"�.r� . . .�/ ,';'��r'�`�;, ��,, '`�. �.�I � l ( ... _. , ` ?E7�t Ac�P E�E,, _ "- . ivM FAsciA INS�LAT�oN M/N �P-: 'I f�PScYA Q,� � % 0,2YK/.4CL ` C�M �SbFFfr `y�ENT ` �� ���.�Ps�-� }�6�-t�-A�� sTEEC STi?AO E.f_4F! '1 ' ��� � ooue,c� 7op �rE 2- 2x12 NR/CiNG STie/P Qu. wiuoowS qnfq D, � ��rV�.�1/ �S PER .SF�Cs, � �� t,,,S �� t� �1��1�5��- �b '�� . � � �� -���"�,J ��-' `°�-'a �"���-.s�s � ����.�t 6'�,���c �`S" fl4r c78 �=- � �`�"' 'I u �-'t��.� � 1'Z.,`d �, � . (s.5'�����l/�� . � �XTE�1 D,Q �o�N� � � R-1�5� (�K�-� S����,5-[r�� tu � ,.,,.%�. � ���'cvooQ sNt"AT��,✓� �,r�, ; - _ %;: '�`��D w�[ts r� ��yo.c — � - . =�,� _� _ ---- —� /NsdcATiAV M/A/. �P �.� _; ._,^ l� Aerw�t,C . ; �-'�', �Fk a�� nna� � '.� AN�/0 BotT(TYP� �� STN� 3u����, t?ab,� '`' 2x4 sacF P[�r�` JPr �_� � F/NJSy FCo�A+P ���_ :� \ .° o . . . . . � _ � , .. ,o, 4„ ��vC, s�oa w/6� '� � . . � . � , , - o � • � � � . �' o.. � � r�VWF aV b M�L �,qf�� � -- � )> > � � ' ; � � ` �) ,� ; >>> �� > > �CE�IN CttiiNfi9��/J f�!L, % , � � ) . ) I .. - � � �� � � � � � )� �� �� � � , � � � � � T�ERTEp i(l �.,: �I� i ._.:'_ I1 �<< - --^-�I��` I�I� '� � ��1-,. III� , , i �f fl F IIII ��f!_.-- � S ,/� � __. j: Q, , � . � o • I � L �lL�J�.�+-� �� `�Q✓1� c �t6MCoNG FTG w/�- �S� Cr�uT ` �} �•,. , � , . � -- `� ��/ �'1 �7 --...- �� �I Y �f _,�; �'_ '�i �1� �...__ �a i I .._ �i 1 -1 - �� :: � ��'�.-. �4-�:r�-��,�� ..-��%� � , , %. . ' � � �I'--����� ��-�""` ;7;,��..��-�'OS� ��.5� � � Ta-.� /�t��!���� �._`�=��.�=��,�- , { �'��+.t.���,�,�1"S ��� ���'_^��.>4:��1�'� TYPI CAL WALL_ SECTION �'`����'�- `�-�^�_�l�;'�`�`��,�'� iM.�,o, s���-o,�i ��� � �s i,f� /�A��t�� � � � __.;. ��..--, �_ _ ___ _ - --- - - r� - " ' . � � F �"--..�.._,_�r. . �f``�� � ' =aAL DESCRIPTI : Lot 8 ,�STEPHEN S GLEN AT SILVER C►AKS , pHASE C �dE , as per ma� o �ereof recorde i n P 1 Baok 31 , Pages 19 & 20 , of the Pub 1 i c R �cords af Rasca C or i d�. � �RilEY NOTf 5 z' No underground installations or improvements have been located, except ss notetS No instruments of recor°d ref.lecting easements , rights-of-way and/or orinsrshi furnish�d this surv�yor, except as shown . Untess otherwise .shown h�rean, no jurisdictional wetland areas� ar other ph topographic features have been located. Dimensions shc►wn are per P1a� and Fielci verified , unless otherwise showrt. 8ased on, Fload insurance Rate Maps Community Panel No. 12Q230 0005 C, dated Decemb 1981 , the property shown hereon appears ta lie within Zone "X" . B�arings bassd on the West right-of-Way line of North Lake Drive, which 5.00' 28' 13"W. 11 TH,_ CATTL� AND GiROVE , I NC. , -� - �.P . �w�o���ia� �: k.R • G4�D RDD .h. r IRCN/{I�:�. .a �•��eoneaa:�� .P ! RiN�}ED:�IE" • ' L,F � a�ab'JM ,.. . t�O�ICR6TEti1� �_,�,- 01 � DE8Cu8�: � O.P. • EORE OF MV�tlStf F) • flE40 t4! � NFJ48i�1E� -�` � tXl • MOMIMEl�f f ��/,(��4(o�O� Q! �•PIAT " �tpEWA1,K. � A • 1VOQ�FE�' !` �V . y � � � • �.. LOT 9 � � - .��� �� � � �c.�.�����'o c.s%Te����o h � � � � �3"3t°�:�"E. llG?��lr.�l�".� r�lJ' � - .�o. .� � . � f , � ' ' � .,�_� � � �► � � �:,, � I �C � '� � �� � � 3 � �"" ' � �1,1 � y . � � , � � � � � � ; `� � :� _ � � � � � � � � � � � �`�'�-,i' ` � � - �� � � � ` � � �' -: � . ` 1 �y � � � ` � � � ���b y� � /1.//8'9"3%y�?"G!/. //C7.t?C?�"'1flfJ � !�9' �c r *. C.r���G"6d `.�i.���GGD � � � �Dr �' � � �OU.�I/D.Q'.�c'Y' sU,�'v�"'Y �' f�...: ,,,�-�.'T',y/ G'.�",T�"��" �'��'.�'c�lr�' r'rU'�.' * -- : — Jr IT!F 1 r 1E 1 .......x.s.+.Raw:srrrm.esi.as+..r..o*+roC;k..w...r.,, ....�ry....c....,........�..�+»....�..,u...,... ......,-,.._:__: _ _.._..... �•__ E .��/' Tom.•'`-•�,�� ,�*��LU ___ H J L _T E-+ :Vr ---- - TE [F:1� 1 l i 1 s : . � is 1 _ _ " OlYTR � R SHALL COMPLY WITH ORi4kEVAL1NG CODES. STANDARD F YOUR SUB-CONTRAC 'ORS MECHANICAL MUST BE REMSTERED WITH Ci i L NC� 'AND N E. C• • %�( ` , ,,�, c, ' DETECTORS SHALL SMOKE RE ELECTRIC C � APPROVED PRINT REQUIRED I ALL NEB+� CONSTRU D SITE�Q1�iERfO (AC) �,� C t.p.-:A-1O3 SPA-?'4 LIFE SAFETY € D L� TO c� � 'Y' TtH'T w .. ..� ,.L,, PANS REVIEW - O ► �. lEEEAIi�i� � � Lr� ' DATE — - -mil L I'AYIG TVtIE ,I �iA BD � Bu �a�r� aEPT. PRov� �� I�pR0VF.hIENTS. pft 14I—d I t t ti SL 1 _) k I Ii 1 - = ' ____- - -T CJ IiII ' - 1 -d ( -� c -'i '- '.. -"--- ' '-',I I I - { � —�_4V _ _.•__— � tee ,_— - --�- --_- ��It i - N r- � N !' N ` r _...,.._.-,." cn.. p QI 11 v i r { i I . I 5 T' , ' " TI 1L piI)tj . —'-- I tl- ____ L __ I I a 'md I ______ . __ - ' Y235 No F', UN - t v' Jam= 25 25 i ►.1 I 1 - -- ---- -__ _ -a*!- 1 4 GOO Lspic - urt ñcf I y x _____________ H t' P`7 4-- $ © ? • -T. �- 9 5 GovE C C.oNC PEE- I SOI- Ott i®_Go F7r Cj cat ' LJ 1 _______________________ I = . -� i ! t � R I 2� -� � li+ ill Qj iJ �l 1 � I _ __ �, I _III i 3I ii - I D 7 -______ l4i � i 'fit j r f 1 •x.. 34 , K+ ,` y t C Z�r _wit Certified for compliance with the wind load provisions of Standard Building Code(SBC) Section 1205, 1991 edition including 1992 and 1993 addendums t - ithcvu5 j1 r2 lc)-1 5! 1ii� Other design elemen shall ' theresponsibiliy/o t e contractor. F rL General Notes: James atalano, P.E. ate 1. All reinforcing steel shall be ASTM A 615, Grade 40 (min) No. 42507 ' n'' -� I i " I + shall be hot-dipped zed, after fabrication per SHATHI'r . �.___ -- + 2. Anchoragesg galvanized, t , - CNi;:NEERED Vi}GD TRUSSES _ NAILED 6' EDUE 1c' -INTERMEB:arE PEP GEN_ c! p• Y <p r 1 : / 1 SHINGLE` PEP r' / 3. Trusses shall be designed per SBC and TPI specifications and certified ' _� ^ _ 22 I UL II - ` I �� by a Professional Engineer registered in the state of Florida HE` NC LS LA TPL"` CONN { 4 ;UB FACIA g ALUM ,OFF IT 1 h c'x1 HEALER Ca OPENING`_ a TOP DLATE ALUM WINDOW`_ iIOC MPH) ,. IN HUNG t 1 3 H / ó : E r 1 ` i:iING - ---L { ?f4 FAE WALL. T 16' G:_. " (y.,j} f ►'' { ^f�t i ,4 `'L_FIAND ! ! s P. !c1, H 1 ;f ---- a' _LAB \ % WIRE ME H REIN . a � �".`— � .'°__—_'�—_ _ _s � 1f I T, A — ' E0 cv0/ — i ..I,_ J' HEL Ai14 - .-�?ll !// ,.+ - 4 DL �l LEANCOMPACTED F:LL x. � r r - ' PE:N uN FT„ -Z.7 { .g• ri(.�� " ns FA - / 0.3 t R ( I 1 17V,_� '--�Y_,.1. i t 4 !Eji LiT 7aL I �2 I � ( '1 :- H 7. Shearwalls-front and rear elevations, fasten sheathing w/ 10d nails @ [P ' 4 2" o.c edges, 6" o.c interior. — — -- _ _—__ _ 8. Shearwalls-left and right elevations, fasten sheathing w/ 8d or larger nails @ 6" o.c. edges, 12" o.c. interior. �t 9. Install 1-Simpson LTT20 w/ 1/2" AB and 10-16d nails at each end of L j Wind Load Notes: shearwalls. Design Velocity = 100 Mph 2, Specifications = SBC 1991 including 1992 and 1993 addendums, � 1 C ! section 1205. .y IIl 4 3. Net uplift per truss bearing connection = 368.0 lbs. I i I Factor of safety against overturning = 1.5 % tt. tt A 4. � �I ice`, __ —;'1�Z-r_r��'I_J��j TI1_I� �, eilin dia bra = 290.8 plf. i ._, 5. Maximum unit shear at roof/c g P ; . . 6. Maximum unit wall shear at midheit wall = 3969lfgh P 7 4', i fi L. 4 Y / SC '1w ^. FfY Certified for compliance with the wind load provisions of Standard Building Code (SBC) Section 1205, 1991 edition including 1992 and 1993 addendums. Other design e all be the responsibit77the contractor. ames Catalano, P.E. Date r - r 1 � v I( i A