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Forsyth Court 1857 - 1859 1-2 d X So Zvi - Q kL a ' heek z- 0 rx LLJ ail' • CXV Assoc . cop - w. a ... ...: ... a-. - • f. _ y- n. 1. ... r .. x .,. .,,. e. ..:: .. � � �,'. �' :'•:.. •.,; ...... r""Tn•",M,^. +._ ... .t..... ... e. ,k".. ,w., .. ,. . . 1114 14' 1 z ., , f ,. ''a .,r.'.. ,i . . ... .. . .. t... .. P ., ,. ,. o ,. .a ,.... .. ,. .„•. _ Y �. N :.. ., .. t �' ..... f.. ..n, ,.. � ro ,� ..,. . ..... ,.. . .. .� .e. ':., _ w., .x� .. :{�..� s � � .._, rr ii La In LU Arr .,rhjtPr+q 0 A tl tch B h e e e a e [ . F `i 4540 Southside Blvd, C Uva U La nt.Y suite 502 cn da. Jacksonville, FL 32216 C ) (904) 641-•6649 w O J LLJ C-o,!(-,r U Dra in •Index I - s . Sht.No. Drawing Title FL Llc: No. AA0002W Fred R. Cheek . Al Tine/Index O A2 Architectural Foundation Plan i A3 1st Level Floor Plan A4 Not Used 9 A5 Building Elevations 4 A6 Building Elevation, A A7 Roof Plan p A3 1st Level Electrical Plan : X _ 4 A9 Construction I�etaids`•« f� �; A► m 0 'i”F"%R 0 55REVIAT IONS ' Building Code Summfary ABv ABOVE _LR FLOOR 5DL75 SIDE LIGHTS CODE ENFORCEMENT JURI5DICTION: CITY OF ATLANTIC 5EACH, FLORIDA E ' � .t:L... �.. n „� ll { (CA AC AIR CONDITIONER FP FIi�F'LACE SGD SLIDING GLA55 DOOR O Ai'r ABOVE FINISHED F:-OG2 FR FRENCH DOOR(S) . j SH (l) Sr ELVES IQUANIT71 F r ZONING CODE-THE PFc'OP05ED STRUCTURE: GOMPLIE5 WITH THE R2QUIREI`iENT5 OF CHAPTER 65v, ZONING CODE FOR y r AHJ AI's HA?IDLER UNIT FXD FIXED aI"gip -.5POWcRc - -- — BL< E�LOGC FXT FIXTURE T.B TOWEL BAR (�E 51U NiIAI. JIS1,�:IGTS, ;ir 'LUDiNG MAiCIi`'UI1 uUl!_pINCs HEIGHT Or Tr{Irr;1`"1: r1'/E BEET (35 ). CABS CABINETS GLS GLASS T. .1—I. TOILET PAPER HOLDERF �* ~' SLG CEILING p5 FOSE B' �• res T:B aril sl"OLER ZONINCs GLF'�a3!i=1C.'�TIGN: � 5�) ��.��ty �f': � � = �I..� + y SHR CHAIR RA.L iC5 KNtie SPACE r�r-iP TEMPERED { I-� —CFF COFFE�D LAI/ LAVATGRY TR TRANSOM COL COLUMN Lr LAUNDRY %t3. VOL voL N-� WIND ZONE: 1�d5 MPHF1 110 MPN 115 MPH 119 MPH 120 MPH (WIND-BORNE DEBRIS) OhiF' GOfiF RES R MRWL MARBLE w C �► ti �3>d G 50 WO WAT R L S T c _ G o . ' '�Cs1 - `J 1l i Gil MLP GROIN MOULDING MG MEDICINE GABi`:ET '`, WD WOOD FLORIDA BUILDING GODE:2001 EDITION FLOF2IDA 5UILDING CODE - FUEL GA5: 2001 EDITION 1 "` ^a � (Y� GvAG CENTRAL vaGuur-� SrSr ry a�RIR MIRROR ' Wr+ WATER r�EAr!~R FLORIDA BUILDING CODE - PLUMI<31NG:2001 EDITION NATIONAL ELECTRICAL CODE: 2000 EDITION `� D5L DOUBLE MTL METAL �� WNGT WAINSCOT U f DfAG p1AGONAL ON OVERHEAD W5 WATER SOFTENER FLORIDA BUILDING CODE - MECHANICAL-2001 EDITION FLOPIDA FIRE PREVENTION CODE:2001 EDITION r. , t:x<, r.' ��,. ; DR DOOR OPNC, OF=ENING T WASa WASH=_R I I Fi t .. j` �axt�w 3.4 cA _ _ DRY ORTER OPT OPTIONAL F `f n ! z 1 Fj P L :. I °r/ G U DU) DI$HWA5H_R R+5 CLOTHES ROD aril A55EM>3LY SU5(NE55 EDUCATIONAL ! I CI r;�, !A dTIC 3EACH c G }} EEi EYEBROW I''FF R_ R1r,E r 1` r' {�� k r .: i"1ECANTILE r.>�:11:iF i'.T1.�L -R fi I Ir ozo� � } "" �'< $UI!n ..r- �}NING r: ..v: 1~s' .:►T� U IAL �• I �FL FLOOR LINT~ (( AT. CHANGt) S17. SOAP L�.4 . F'.Y IND Tf�Occupancy �1,_ IRSINSTITUTIONAL (U�!P__ST) INSTITUTfONA_ CREST) TORA E `��Cla;a catron -_ * �t r ' ' + DEC 18 0.3�, � �i� rtrr H-HAZARDOUS MIXED OCCUPANCY +� N/A � � F ��ROCS A55EMB L T . (PER FBC 10�.2.1.1� r - r I � �. 3 P: INDICATES PRIMARY OCCUPANCY, 5: INDICATES SECONDARY OCCUPANCY . \ ► 1a : "> tf� I i j I errs t Or r; ., I.T� ',' OU By: Q�C2 TYPE I TYPE IV (P) TYPE V (UP). , " s �' I ' u ROOFING SYSTEM: ASP�IALT SHINGLE OVER HIGH SL::QPE ROOT= (4:12 OR GREATER) a f 1; �Ifl ut 1 . TYPE II TYPE IV Cl1P) TYPE VI ( ) H �rt ,. .. I. S ter :. � - ".. ., : ,, .. 4 Construction r CR TYPE III TYPE V (P) TYPE VH (UP) r . . MATERIAL= i=IBERCxLASS RI^fNl"ORGED H-HV r Ura ASPHALT ROOF SHINGLE" T It I # W/ ONE LAYER OF UNDERLAYI-ENT''FELT. . I'�IX>=O GON5TRUCTION I'y ,; 7 . r t , .lOE3 : 03412 xs,r�� I i 1�;,moi✓. '6A+,•[...._ g++�(�-\.-e. I-•��°, �)� � '^I T'� SS �S f Y �` .. n7 > f , w y _. ��fi' DATE: 11/21/03 - P: INDICATES PRIMARY GONSTRUGTION, 5- INDICATES SECQNDARY CONSTRUCTION I H I +°r ' !; I .{: t' �� , " FASTENING REQ.: FOUR (4) ROOFING NAIL5 EAC4 ,HINGLE, PER SHINGLE ! j # 3 _ \ MANUF,4GTUR_RS LURITTEN Sl`'. GIF«.ATIONS SPRINKLED: YE5 NO rfRN `.""°n ' >= E FIRE DISTRICT: YES NO f -t 3 1= r r� t 1 I `� �. DRAWN: JA�C OP Building Might APPROX HEIGHT AFG: H1'-4' MEAN ROOF HEIGHT AFF: 13'-B' _�;)� r tH,. 3 , f f f '�{ �- �I � "prp,,';� �Y {'y33 � C► IIC FLASHING REQ.: GOr2R0510N RESISTANT H''ETr yL F A�NINCxS INSTALLED FIRST FLOOR A/C: OCCUPANT LOAD: NA MIN EXITS: NA MAX DISTANCE: NA. - 0 Building Area 2210 k - � � �# ISSUED: PER DETAILS. SEE SHEET Elr' , '�'1?. '�° .�� _ 9EGOND FLOOR A►'C • 'NA 'OCCUPANT LOAD: NA Mlt' EXITO: NA MAX D 18TANGE: NA ��` A p p R � V DOTAL A/C: 2 210 OCCUPANT LOAD: NA MIN EXITS: NA MAX D15TANGE: NA ' . a� ti �I �F Al1V}� V� WIND RE515TANGE RATING: 110 MPH OR GREATER, AS PER A�TP''I D 31W (MODIFIED). GARAGE: — "� � '��"`'�`�� *; �� REVISED: !1J NA LANA!/PORCH: NA x AN LU TUU 1-- • 2 Ml It s IVY ENTRY 104 0 7 �a TOTAL UNDER ROOF: Lot Area - - _ Z,3�o2+� GROSS AREA ea 000000 U _ - uu i� ZON LO /-MON i NTr PROJECT LIES IN THE 120MPH ZONE. Q O Q COPYRIGHT 2003 ESPOSITO, CHEEK t ASSOC, INC. DESIGNER HEREBT EXPRE55LY RE5ERVE5 HIS COPYRIGHT AND OTHER PROPERTY RIGHT5 IN THESE DF' :'!".Cj�. THESE PLANS, DESIGN5 AND DR.A'WING5 ARE NOT TO BE REPRODUCED, CHANGED OR COPIED N ANY FORM OR MANNER UJHAT50EVER WITHOUT FIR5T OBTAINING THE EXPRE55 WRITTEN PERMISSION AND CONSENT OF ESPOSITO, CHEEK AND A5SOC., INC_ NOR SHALL T}-+EBF r=-'LAN5 BE A551C3NED TO ANY PARI+ OUT FIRST OBTAINING SAID WRITTEN PERI-115SION AND CONSENT. 4 • _Q • !1J E.'�1__.A NST E x I. FOUNDATION iS DESIGNED FOR AN A551S'IED 4. HEIGHT OF Ate,. STEP DOlLhS SHOWA Q N ON C � r" MINIMUM SOIL 5EARiNG FRE55URE OF DRA,;J NG5 ARE MiN-MUt'15 and MAY VERY �--� 2,500 PSF. IT SHALL BE THE CONTRACTORS AT 5U!LDERS OPTON AS R.EaUiRED BY 3 13DRi"I MODEL RE5PONBI.E3ILITY TO VE21rY THAT THM SOIL 517E CONDITIONa 3 3DRr't r'10�EL WILL 5Ar5FACTOR:LY 5U5TA;N T l;5 L CADINrs. �^ ' ENTRY LEFT SEPaRAT(C�N wAI L ENTRY RICHT Cheo-%Akj n 5. '✓ER:FY LOCAT;GN OF A-L P!F;.%6 erd �_ 2. (4') 2500 F51 CONCF-ETE E1LA5 'J/ OxC-, CONr�1,4IT3 REOU,RED 5ELO U SLAB. 5EE ❑ 10/!0.1A OR (4') 2500 F51 F,5ER1 E5N FLOOR PLAN FOR ALL f LUMB,N5 FIXTURE CONCRETE SLAB OVER G ML POLY- LOCATIONS. ETH'ELENE VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED SOIL (TTP) 3. VERIFY LOCATION OF ALL INTERIOR LOAD --� 5EARiNG PARTITIONS W/ TRUSS ENGINEERING DRA!.JiNG5 and PROVIDE THICKENED 5LA3 01Assoc . , AT ALL LOCATION5 ($E- DETA!L) 1''NIM;r`1 STEP DN D STANCE — -- 00, DETAILiSMB -4*�CTiGN NUER .,i O - � P D N T= -STN OR / 0 9 R� RECE55 N CONIC SLAB DETAIL PAGE NV1eER !:)E NQTES•5LOFE CONC 5L 45 1:3' FE FT (MIN) w - - Architects 4540 Southside Blvd, LuC suite 502 (n I I I Jacksonville, FL 32216 C)a' m' _ I (904) 641-6649 w I r - - I I F.... 3' I I C18" 3 Io z LU © F- U PROVIDE PVC CONDUIT I FROVIDE'P`/C CONDUIT �� ♦ TO APU A5 REQ I I TO AHU AS REQ_ \�I _ © SLP I �� i 5LP� © FL uc. No. AA0002564 I I Fred R. Cheek H3, i i IG _ �I I 5LP0 o i III 4 0" I 3'-0' NOT i i i I I f I ROOF 7FRU55 ENGINEERING WA5 NOT AVAILABLE PRIOR TO ISSUANCE OF THESE CONSTRUCTION I I x U- DRAWINGS. VERIFY INTERIOR ROOF TRUSS ( I lel s 3 BEARING WITH THE ROOF TRU55 ENGINEERING PRODUCED SPECIFICALLY FOR THIS PROJECT. I I [L I � � III v z q �x 01 01 [{ 010, ILI Q � I I I � Ael w 2' CD i 277r- n I I JOB, : P>34124 T_N5 H>3-T_ DATE: 11/21/03 DRAWN: JAX Q lr0'-o" 14'-10" 14'-10* 10'-6" 25'-4' ISSUED: 0 00, 00, w 50 -8' REV15ED: LU W SEPARATION WALL Q i..J E z FOUNDATION. FLAN 1/4 = 1 . 0o Q COPYRIGHT 2003 E51FO6ITO, CHEEK s A550C. INC, ARCHITECTURAL MONOLITHIC T DESIGNER HEREB'r EXPRE55LY RESERVES H15 COPYRIGHT AND OTHER FROPERTY RIGHTS IN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT50EVF-R WITHOUT FIRST OBTAINING THE EXPRE55 WRITTEN PERMISSION AND CON5ENT OF E5P051TO, CHEEK AND A550C., INC- NOR 5�-IALL THE6H FLANS 5E A55IGNED TO ANY PARTY LUiTPOUT FIRST OBTAININCs SAID WRITTEN PEF:115510N AND CONSENT. Q ' Q LU - - a n - - - r Esposixto r 1 B V r 3 SDRM MODEL .3 51244 i MODEL Cheek Ile ENTRY LEFT SEPARATION WALL ENTRY RIGHT 01 Q V LU Of dl _ _ - _ Assoc . ,,11' 8 1/2' 2' 8' 10' � 1/2' I lm' 7 1/2` 2'-B' 11' 8 I/2' � do V 5'-2' oe S'-5 1/2' 2 2 5'-5 1/2" �'-01 0 1/2" % 10 Inc , O LO 2 A9 Architu' cts uj 3050 5H 3050 SH 3050 SH 3050 5H- (E,'_1DIia' HDR) W-101✓2" HDR) (.o'-lml✓a" HDR) Cro'-IDlfa' 4540 Southside Blvd, C I 1 suite 502 cn W I e a I I Jacksonville, FL 32216 C) 2x4 .2 5YP - 1 5 E D #2 i OWN R6 I OWNERS � j � 5 D #2 ° I (904) 641-W9 LU (2) 2x10 '2 5YP W/ 0' GLC SI GLCx 8' GL C� . 112' PLYWD FLITCH 3'-0' I 1-IATCH TOP Or- IUAL L5 8'-.I'.e' I f © I I1 4 J I 3'-3' 131- /2'� 2'-3' 31- 31 I . -l'-4 1/2' 2' 2" 1'-4 1/2" CaND \ i I co.D _.�� r {. CJ __ —_— C J ._ .. -_-.—.—_— 1-...f_. — L'1 SOFrlT (5EE 504417 DETAIL) l / 4D6F3 1 �?63 \ � \II � V,NYL riN!51-1 V PEAT - i0 `� — ` J 0)5H AS 0)5H — — w / \ A'L ExFOI�ED 6U�crAC�S � _ 2xb 1RiM W/ GNAh'rERED rDGE _ Rd5 20'58 vl I iY� 2G"58 uRAP COLUMN < MITER Ccr ERS �' GLG 2868 2e68 FL Lic. No. AA0002W (ROUTE INTERIOR 5uvACE Or FL FL 8' GLCs TRIM TO ACCOMi10DATE FF05T it - � 5' 4• � -�• I 1 — ! I N I"" ! ! I � 5 -�' I 7' �' I � l-feC� R. cheek C 0A5E ANCHOR) i� IO. B TIS �' O. ATN } , 2868 0I iml 1 a' C G �° a' CLG I 'ml I� 25 8 0 -1065 �� .9r — fin T45 iNYi I IN'T' T45 - �� ( I`\A;-a-aU/' '•n I.n � � — ai ANUII � WH 1 R; / I ISQI I I i1 I \/ I 'wa U;RI AP WD P05T W/ (2) m / i 1 /\ 1 Q 1`'1 1 I I`I D I /\ 1 c� ` / — iq 1x4 4 (2) Ix& WOOD TRIi-1 _ I� — _. L — LJ _.—_. U_ — i _._ � ~ 4x4 WD P05T W/ PCST- ,n STOR. �e5 2x6 LUALL 2xCa U1ALL d5 8T "` r 8 C_G� © (31GN y C3Y�N © R - BA53; 4 CAP ANGH.:rR� � v — (SEE ENr) 2 68 c+ — ca 2D68 _ I 2D6B �� — — ca 2x8 TRIM W/ CNAh Ei*�.ED EDGE WRAP F� © B TN 2 T�5 T�5 �,4TN RJ a 0 �� 66 6'.CLG B..CLCs a� COLUMN t MITER GCRINER5 (ROUTE © [� �p cel � `L B x C] © x 1L m �y VINYL VINYL 8 INTERIOR SURFACE OF TRIM TO i-- — T _ _ r — e ACCOt-1MODATE F-05T a4SE ANCt40R) r © I © `t ° I `9 F (' Q `4 I _ — OHC Q Q n;ii- OHIC 0 O OHG — — `9 (� E1 `j40 �I —� d • _ FIN GRADE lvAF2 t5) `. ,nBEED r�{J _._. _ I � . _ �y _� J_CF Cy � e S' CLCD y REF E3E D #3 RANGE RANGE REF �'- W/ HOOD W/ HOOD m KITGPEN I KITCNI=N LL B' cLG Bl CILG _ VINYL 51N< 51NC VINYL r Q as 05 I [DETAIL AI �,.,_ , II � r — on BAR LEAF 8'W BAR LEA)= Tj - at 42' AFF W/ at 42' AFF W/ 0 -� 2x4 WALL BELOW 2x4 WALL BELCUI .� ;n mm 2' 2" 1Q'-11.' 3' 2' 10'-II' I p _ 1;1 p LH d s � - x �� 21 — � DI�II�iC QQ A9 D IN` I � r r 1=0Y LIVING i L I V IN r_;T FOY VINYL 8' GL Cs 8' GL(S VINYL FL FL "O✓aO 5H -030 Sia CA ! ! � � ,� I LL ? ! � m ! I K ENTRY Q m ABY ! 4x: PT 4x4 P7 m m P05T POST 1 _ err Adv - - - - - _ - - f _ erg A3V W J08 : 03124 r I - - - - - - y �O�O 5H ^� SN - - � 1 — DATE: 11/21/03 _— VC (6'-10 112' HDR) (6'-1Dl✓a' HDR) _ N �j DRAWN: JAX 2• �' H3 H� c� 2� Q 2 TYPICAL OF T11J0 GI-;iCD: LY A9 ISSUED: 1'-4' _'-4' 2' 2' �'-4' 7'-4' 5'-2" 5'-2' AREAS,�Ir LJJ REVISED= W. 14'-8' — _ !St LEvEL LIVING: 1105 � h--- 25'-2. 25,-2' 2rd LEVEL LIVING: NA W ___I 50'-4' OTHER NA rQ TOTAL LIVING: 1105 U SEPARATION WALL GAF?ti4GE: NA H p LANAI: NA Q Q ENTRY: 52 z 5TOtRAGE 27 FLOOR PLAN�l 1 /4 II ' � I r /� II TOTAL UNDER ROOF. lla4 �+ 0 COP rRISHT 2C'03 E51"'O;.ITO, CHEEK A550C., INC. DE51GNF-R HEREBY EXFRE55L'r" RESER'✓E5 HI5 COPYRIGHT AND OTHER F OPERTr' i�GNTS IN THE5E DRA'.UiNS5. THE5E PLAN5, DE51GN5 AND DRAWINGS ARE NOT TO 517 REPRODUCED, CPANGED OR.COPiED IN ANY FORM OR MAN`�ER W',4AT5OEVER WITHOUT FIR5T OBTAINING THE EXF�55 WRITTEN PERM155 ON AND CONSENT Or= E5PO51TO, CHEEK AND A55OC., INC- NOR SPALI- Ti�ESE PL 1C5��5��ETJ�f�Af3T�TT`0T=R JT'FR5T-U5TAiNi s -AID LLoRITTEN PF_1Z 155iON AND CON5ENT. Q -- LU / r . hook 0 C-3W z Assoc . Inc . ° o . - o Architects wL 4540 Southside Blvd, C suite 502 v) Jacksonville, FL 32216 0 afRG MAIN (W4) 641-W9 L r7'7 7 VINYL ILRAPPE© 3M - - w 4x4 PT .P05T - LU/ AFFL IED TRIM (5EE DETAIL) _.... --- ---- FIN FLR MAIN 0'-m' — FL Lic. No. AA0002564 Fred R. Cheek �. O R1r-:ikIT SIDE ELEvA-rION, 1/4 = 1 - 0 a � o � X u X: ILI ILL B c o 3 DRM MODEL 3 5DRM MODEL. 1 ENTRY LEFT =PaRaTIOwa!! ENTRY RIGHT <1 ---- --- - __— ti 1 ILI U 12 LH BRG MAIN7 E777 VINYL WRAPPED 15M 034124 r— _ �-- 4Xa PT POST G W/ AFIFLIED TRIM DATE: 11/21/03 . I (SEE DETAIL) DRAWN: JAx -- ISSUED: F"14 FLR MAIN - — W BREAK SIDINGVINYL 51PING REVISED: W at GENTERLINE F-- 1 1 J 5EPARATION WALL (,n E F Q o z . . 1 1. � I� o FRONT ELEVATION 1 /4 1 - 00 Q COPYRfGNT 2003 E5PO51TO, CHEE< t A550C. INC. `y DESIGNER HERE5Y EXPRE55LY RE5ERVF-5 HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THE5E DRAIUING5. THE5E PLANS, DE51GN5 AND PRAIJJIN65 ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER W4AT50EVER WITHOUT FIRST OBTAINING THE EXPRESS IIJRITTEN PERM155ION AND CON5ENT OF E$F-051TO, CHEEK AND A550C., INC_ NOR SHALL THF-5F- PLANS BE A551SNED TO ANY PARTY WITHOUT FIRST OBTAININCs 5AV UJRITTEN PEf�MI5510N AND CONSENT. Sw Espositox Ao� h . o LU Assoc . , LL�_oORInc . d W Architects 4 . 4540 Southside Blvd, r_ suite 502 cn Jacksonville, FL 32216 C ) (904) 641-6649 � E7_'77= -!`27=' f .,-y. 01 C) C�] u l' U - w -- Ylf�`r`L '»:RAPPED �,i-1 . J 1 E----.----._. ------ ;x� SPT F05T Q - U I LU/ A>=PLirp TRiir1 J - J ISEE DE7AIL) C!) FL Lic. No, AA0002W Q Fred R. Cheek CL VINYL 51DINn F LEFT SIDE ELEVATION 1/411 W 11 . 011 C� C B A Q � 3 �3DRM MODEi_ 3 �3DRM MODEL; ENTRY RIGHT 51HPARATION WALL ENTRY LEFT I LI ILI 1 • � U 12 U] 4 I ,� CQ - J05*: 034124 DATE: 11/21/03 _.._ DR UJN: X C� D: Lv ..... _ ._ _ -- - - _ _ —__ _ ---_ I SSU _ . .. _ .. __ FIN t<LR MAIN _— W C!) PR._AK 5.DWC�r LU at GENTERLIN)~ ViNI'1_ 51DINC= REVISED: I I � LU U _SEPARATION WALL Va F E o d - Q 0 SEAR ELEVATION .1/'4 " � 1 ' - 0 " a COPYRIGHT 2003 E5F'051T0, GHEEfC t 4550C.. INC. DE!5CGNER HERBY EXFRE55L Y RESERVES H15 COPYRIGHT AND OTHER PROPERTY RIGHTS IN THE5E GRAIJi'tG9. TNE5E P!AN5, IDDE56N5 AND DRA'JiNG5 ARE NOT TO 5= REFRODUCCED, CHANG-ED OR GOPiED IN ANY POFZM OR MANNER LHA150EVER LITHOUT PI ST � TN G � � � � � � �= � F � �� R OBTAINING E EXFRE55 L.RITTEN PER^1 SSION AND CONSENT Or E5F0✓ITO, CHEE+C AND A.,50C., ,N..- NOR SHALL THti5_ PLANS aE ASSiSNED TO ANY PART`r' .LJITHOUT FiR5T OBTAINING 5AID WRITTEN PEfZZ-1 .,5,ON AND GON&ENT. F77777,7`77'r,- 77 ID _Q DECK �r LU PLACE! SN A A�e' PLACE SHINGLES _ OVER l=AY1= ANPD F2RAfCE EPCsE3 CLOSE TOGETHER - TO PROVIDE DRIP EDGE I5'UT DO NOT CROLL0 _ 2' MIN SIDE LAP ALONG RAKE PLACE DRIP EDGE ALONG RAKE GAJ"TENT ALONG RAKES, GEMENT . ON TOP OF UNDERLAYMEN7 51IINCsLES TO UNpEi2LAYT'(EtIT SHINGLES TO UNPERL.ATMENT AND EAC" OTHER INA AND EACH OTHER IN 4' UJ!DTN OF ASPHALT --�� 36 U.11PE UNDERLATMENT INSTALLED 4' WIDTH OF ASPHALT WITHOUT IURINKLES.U8E ONLY ENOUGH PLASTIC ROOF G=HENT Esposito . r"C ROOF GEMEN7 NAILS TO HOLE) UNDERLAYMENT IN PLACE UNTIL COVERED BY 5WINGLE5 •� ♦> • e---• NON-CORRODING �i >v�' '• t'iTL SAVE DRIP �..� �.� NPN-COi2RODINCx ,� U h k O ♦��. MTL SAVE DRIP - . \ TRIM W-l' FROM �„�� 00. PLACE SHINGLES aa' y Q END OF FIRST �• OVER EAVi AND RACE EDCE5 \ SHINGLE �•� `♦ �O TO PROVIDE GRIP IwCJCsE UJI ♦ .� 1 RIM TABS FROM �'♦,.� „ ALL STARTERGG7JR5E GL Assoc . U- IVON CORROE)ING 5�", RTE LL R COUR5E PLACEMENT. 1/2 ° = P -O" F I R5T COURSE PLACEMENT, 1/2 u = i ' - O ' o METAL (TRIP EDr r- 0 SEPARATION WALL n C r 4' MIN END LAh _ 0 ALONG EAVES PLACE UNDERLAYMENT rC tJ ON TOP OF METAL DRiP EDGE Auj h ite ts uj - O UNDERL-A'r HENT 1/2 11 - 011 4540 Southside Blvd. C K10 4:12 or GREATER SLOPE suite 502 (n Jacksonville, FL 32216 C) (904) 641-6649 w B V— W 3 BDRM h'10DEL 3 5DRM MODEL -. II,,�„ t0 ,2,.z. I 11,2. to ,2,:z. ENTRY LEFT ENTRY LEPT < 10L to 1'/2 I' to I�•Tr U FL Llc. No. AA0002564 �r Fred R. Cheek 0 SHINGLE NAILING 311 ; 11 _11 �- Q � -_ �- - i , -A Q X '`- ' < L'JAl-L 5r;irATFa,NG ---1 q -L 1 0— EXTERIOR FIN15i4 - [jl ry OVER AIR INFILTRATION V • I BAdR ER ( 5EE DETAIL) 4' OR'✓ 4' 0RV © © Q z RID E ... � t-i_TA_ FLASHING (NAIL TO ROOF DECK - j NOT WALL SHEATHING) I� W s CAP SINGLE - DO NOT NAIL I I 1 ! HI .cr •.� N5TALL WITF4 ROOF CEt- ENT L • ROOF G1=M}=NTLLI - SHINGL.E R-30 BATT INSULATION mm IF15ERGLA55 SHINGLE !2 ROOFING 0`v`H-R Q SEE c! ✓) SO FELT OVER 7/'6' 053 ?� OVER FRE-ENG '1111 TRUSSES c24' OG ' I I 2 IN5'JL ATION 3AFFLE WALL FLASH I I IS F3?ETWEEN EA TRUSw `.� HURR GLIP 9 EA TRUSS �__ .•. (5EE 5TR'JGT. DU65) i J 0 G8 3124 (2) 2x4i& PLATE ''1 5TR ❑,4TH: 11/2I/03 AL UMiNUM DRIP OVER r VINYL.CI;AD 2x6 FA5G!A DR,4lUN: .1,DIC - C�-IfCrJ: Lv ....... .... 1r2' T`T"F'E 'C' FULL VENTED VINYL SOFFITIScJLI._D. ��- GYP BRD g GLCs SET IN CHANNELS PcR W I __ � MANUF. SPECIFICATIONS 'rz' GYP BRD > VINYL LAP SIDING R-13 BATT IN5UL OVER TYVE< HOrEILURAP LU SEPARATION :AL! OVER I/16' 053 OVER Q 2X4/(a 5PF STUDS 'C?' OG D r 0 50I 1 .I 11 _ � ROOF FLAN 3/16 II �: 1 I - 0II z .o ' o COPY RirxHT 2003 E5r051TO, CHEEK t.ASSOC., INC. DEIliGNER HEREBY EXPRE55L7' R'E5ERVE5 HIS CJPYRIGHT.AND OTHER FROPERTY RiGH75 IN THESE DRAU)ING5. TNE5E FI AN5, DESICzN5 AND Dr'.A'JiNCS ARE NOT TO BE REFRODI,CF PANG - - c c �c F i - - D, G ED OR COPIED IN ANY FOR OR MANNER wHAT50EVER LJITHOJT FIRST O5TAINING THE EXF'RE55 WRITTEN PER ii55iON AND G0N5ENT OF E5P051TO, CHEEK AND A!,50C., INC- NOR SNAL L THESc PL AN5 BE A„JICaNED TO ANY PARTY WITHOUT FIRST 03TAINiN5 eA.D ,,RiTTrN i �Cv 1�5 ON AND CONSENT. -ren; ...,,..... W ZL2Ic-a rL4IE.; - osit FAN/LT-OI-150 IN5TALL DOOR5ELL /� Espo (SWITCH TO OFERATE TRAN`v-rCFU-'�R iN /L1` r LT ONLY) HVAC CL05ET M f-iUChl0 3 �DF�t'1 Uri-.. 3 BD�1 MODS. Q ENTRY LENT 5Er�'-ARATION wAL L FNTRY RIC-ANT 41 LU 1 C Assoc . ELECT LEeEND1 o lnc . 110 VOLT DUPLEX OUTLET-WALL MOUNTED Aru � R:; ". 110 VOLT Srr'-L!T DUPLEX OUTLET-SWITGF=ED 110 VOLT UPL EX OUTLET-IUEATHER FR00- 0 ® D 0 ° 4540 Southside Blvd, W C 110 VOLT OUADF'LEX OUTLET-WALL MOUNTED I Lr ; LT suite 502ya 110V DUPLEX -GFC1 OUTLET (PREWIRE FAN) (FREwIKE FAN) Jacksonville, FL 32216 d 0\ / LT Lr � (904) 641-6649 W 110V DUF'L EX -r_FCI OUTLET-SWITC'_4;=D (FREwIRE FAN) © `a (PRwIiiRE FAN) ~ 110V DUPLEX -AFCI OUTLET X/ \\ ��\ �� X\ CA: W I10V DUPLEX -AFCI OUTLET-5WITCHED \ - I / ` / \ r / WP J LL 110 VOLT DUPLEX OUTLET-FLOOR MOUNTED , O w �/ \` w U Q 220 VOLT OUTLET-WALL MOUNTED TELEPHONE OUTLET 0z �- SWITCHA A ] FL Lic. No, AA0002564 Fred R Cheek Q SwIT .-I T R_ . .uaY d}°- SWITCH-FOUR WAY _. -. _ w r - 0 4- SWITGN-Dif."-Er2 PU5H BUTTON SWITCH - - DOOR SELL 0- CA3L E TELEVISION OUTLET U sD - 5FEAKER LOCATION ;--.{ LL LT LIGHT FIXTUr2E-CEILING MOUNTED __.. . .. _ --- (FREWIRE FA I t 5DQ _ I r .__. --- - - - LT - REWIRE FAN) (1 LIG:IT FIXTL.RE-l�A!! MiOUNTED \\ / /� —ef} ; �f {:} LIGHT FIXTURE-CH ILING 5U5PENDED � // \� 1 p ' 4 I ■ -� Q 'r' I i '--IT F" SII IN �55�D ' �/ \J4- C] _ G FIXTURE _ G RECESSED I � L'S H4 T F XTUR--RFCES5ED FYEz4L L 11 I rr`` <1 < f}- �- CEILING FAN 1 (� 0 O 1 ', , t�C U 5MCKE DETECTOR,-CEILINCx MOUNTED 3IL EXHA'J5T FAN ) 1 EXHAUST FAN/L:GHT FIXTURE COMPO I 1 - � FLOOD LIGHTS-DUAL HEAD LT I LT / (FREWIRE FAN) (PREWIRE FAN) \ � ELECTRIC PANEL STRUCTURED WIRING PANEL / \ NOTE: ALL WIRING IN Ln Q 5EDROOM5 TO BE LO l / '�G J ! </ ARG FAULT FROTEGTED. aUICK DISCONNECT f. PER NEC 2002 ✓L SECURITY KEYPAD LOCATION fri I WP WP QJ JUNCTION PDX LOCATION I + T jl � I I �'I � FA FIXTURE ALLOWANCE I \ j / . j � .". 1X4 FLUORESCENT LIGHT-FIXTURE , 1 �� J05": P>3�124 CEILINGt10UNTED rr = - - - -- -�- � - - __- = - - - - - DATE: 11/21/ 3 21X4' FLUORESCENT LIGHT FIXTURE i DRAWN: JAX CEILING MOUNTED GN4<D: 1 I I 15SUED: - -- Q LU REVISED. W - T 1 1_ w J SEPARATION WALL O C!) D E Q o a z . I, � � 11 0 ELECTRICAL PLAN 1 /4 � 1 - 0 Q - _ - �?rra-}' ,,,-:-wrwq'x70-• rxs,-^R'c rnoar,'T's-e.uF?"?Ir3ne'!a'!e'^ ^� Q COPYRIGHT 2003 ESPOSITO, CHEEK + ASSOC., INC. DE51GNF-R HEREBY EXPRESSLY RESERVES H15 COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWING5. THESE PLANS, DE5iGNSi AND DRAWINGS ARE NOT TO 5E REPRODUCED, CHANGED OR COFIED IN ANY FORM OR h1ANNER WHATSOEVER WITHOUT FiK5T OBTAINING THE EXPRE55 WRITTEN PERI 1f551ON AND CONSENT OF ESF05IT0„ CHEEK AND ASSOC., INC_ NOR SHALL THESE PLANS BE ASSIGNED TO ANY PANTY WITHOUT FIRST OBTAINING SAID WRITTEN FERM551ON AND CON5ENT. LU r� - E.Sposito , - r� Cheeko LLJ Assoc . I_ nc . o LO B w ATTACH 2' 1"IETAL TRAGi< TO DEC;< PLYWOOD 5HEATHING Archite' ofs OF SEPARATION WALL. u PRE-ENCS WOOD ROOF.TRU55E5 Fire Resistance Ratings- ANSIML 263 0 LU I Design No.U336 4540 Southside Blvd, Lv December 06, 1996 511116 5QZ i Exposed to fire from separation Wall side only 0 Nonbearing Wall Rating-2 Hr Jacksonville, FL 32216 Finish Rating-120 Min !0041 641- &9 W {--- SEPARATION WALL: (Max Height-44 ft) o 1. Floor,Intermediate or Top Wall -2 in.wide channel shaped with 1 in. long legs FLAl'E CONTROL' "i0-i0 - - - f� - formed from No. 25 MSG galv steel,secured with suitable fasteners spaced 24 in. Z INTUME5r NT GOATINCsr OC Lij a_FRAr 4F'PL IED TO 2, Metal Studs -Steel menibers fonried from No. 25 MSG galv steel having"H" UNDER51DE OF DEG<ING AND shaped flanged spaced 24 in.OC;overall depth 2 in. a!-,,J flange width 1-3,8 in. / TRU55E5, 4'-0' MINIMUM 3. Gypsum Board" Two layers of 1 in.thick gypsum wallboard liner panels, v HORIZONTAL- D 16TANGE FROM „ G�� supplied in nom 24 in.widths.Vertical edges of panels friction fitted into"H” � ALIGN TRUS5E5 .JITHI iN51DE ED >�DTIa 5'DE5 Or 5>�.PARATIDN �-- ,,,.._ iw, I -shaped studs, BALL 07 FRA A_' CANADIAN GYPSUM COMPANY- Type SLX. Z U1411ED STATES GYPSUM CO- Type SLX �- FL Lic. No. AA00029A Q USG MEXICO S A DE C V-Type SLX. Fred R. Cheek C PROTECTED WALL: (Bearing or Nonbearing Wall) r-7- _ Q 7 4.Wood Studs -Nom 2 by 4 in. max spacing 24 in.OC. Studs cross braced at mid height where necessary for clip attachment. fl in 314 in. separation between cwood framing and fire separation wall. 58' or 'ia" T T FE 'C:' GYF&UM WALL BOARD 5.Gypsum Board-Classified or Unclassified'Min 112 in.thick,4 ft wide, applied \ either horizontally or vertically.Wallboard attached to studs with 1-114 in. long steel R-30 FIBERGLASS BATT iNSUL ATION "TH.Er'ZMArlr3,,.t'Z" INSULATION FIF�>E BI..OGiCING drywall nails spaced$in.OC.Vertical joints located over studs. (Optional)Joints AS REOUiRED covered with paper tape and joint coinpour,d. ;!v"heads covered with joint compound, .0&3' U56 ALUMINUM ANCsLE CL P5 -- 6.Attachment Clips -Aluminum angle,0.063 in.thick, 2 in, wide with 2 in. and SPAGEID 45 REOUIRED 2-1A in.legs.Clips secured with Type 5 sore-a3 318 in.long to"H"studs and with O Type W screws 1-114 in.long to wood framing through holes provided in clip. C� 6A. Clip placement(Item 6)for separation wa!!s up to 23 ft high. Space clips a max -A of 10 ft OC vertically between wood framing and"H"studs. /\ 6B. Clip placement(!tem 6)for separation walls up to 44 ft high. Space clips as :1 _ described in Item 6A for upper 24 ft. Remaining.wall area below requires clips spaced a max 5 ft OC vertically between vvo.d framing and"H"studs. 1� <1 *Bearing the UL Classification Mark r� Reprinted from the Online Certifications Directorywith permission from Underwriters V Laboratories Inc.Copyright©2003 Underwritors Laboratories Inc.® Z CL Y 1-- . 0- - � _ 6 L� � 3 x 2 A GYPSUt-1 WALL -OArRD OVER rYl R-11/19 F16ERGLA55 BATT IN5ULATION o 2X "25PF WOOD 5TUD5 lro` O.C, ACL ' LO y+ I' AIR-5PAGE, 50TH 51DE5 (aa' MIN.) cli Ilk �` lU ATTAGH 2' METAL TRAGIC TO GONG 5L.AB W/ 'PASLODE' OR EQUI V ANGI,-1085 s at 24' O.C. MAXIMUM 2X 51LL PLATE W/ FOAM 51LL 5EAL a r C1. ACOUSTICAL 5EALANT, 30TI4 51DE8 2 U&C N 5TU -- --- - - »�.- r- '7.-rte,• e _ - - - c c \ 2x4 5TUD WALL d II Nr-3 OVER JOB#: 034124 Y�r AIPPRO NYL DID HOUSE WRAP DATE: II/��/�� b rU"/ AIRSPACE MINIMUM) Copyright©2003, Esposito DRAWN: JAX Cheek�Associates lnc -EXTERIOR SI-iEATHING G;-itCDc Q OF 6EPARATION WALL. T . C E SECTION �_A f SEPARATION WALL 2. �5�" C-RUNNER oQ CONCRETE GRADE BEAM ISSUED: 5EE FOUNDATION PLAN w n W DEVISED: - F-- 1/2" GW5 LUJ I' 'U5G' GYF5UM LINER PANEL Q (5EE SEPARATION WALL DETAIL U TH15 5HEET) Va WALL DETAIL- , 1 II � 1 ' � � EXTE IO INTERc � �� IC.�i�l 1�.Rfi .�. � _o 20 9 g Z 0 . d GOPI-RiGHT 2003 ES'FOSITO, GHEEIC t A550C., INC. DESIGNER HERESY EXFrRE55LY RESERVES 1--1!5 GOP'rRiC-HT AND OTHER F'ROPE2TY Rira.4T5 IN THESE DRA'I,iNG5. TNE5E PLANS, DE51GN5 AND DRAUJING5 ARE NOT TO 5E REFRODJGED, Ci�ANGED OR COPIED IN ANY FORM OR MANNER IV„J AT50EVER WITHOUT FiR5T 05TAININ5 THE EXPt<E55 L fRITTEN PEPJ-115510N AND GON5ENT O'r E5PO51TO, GHEEK AND 4550C., INC_ NOR 5H4LL TFdESE PLANS 5E 455;SNED TO ANT PARTY ;,UITFO'JT FR_5T 05TAINING SAID LURITTEN FEFZ',15510N AND GO\SENT. TH15 DOCUMENT 15 AN lu W INSTRUMENT OF: Q - o p ENGINEER'S SERVICE FOR OTHERS FOR CON til U _ STRUCTION Or PROJECT A5 TITLED BELOW. z z m0 INFORJ"!ATION DERIVED .L 73 FROM TH15 IN5TRUMENT �- u i- D LU CAN NOT BE USED FOR _ W _3 W rq OTHER OR<5 UNLE55 _- li:z!11 W`� AUTHORIZED BY THE 0 4 u4 4 ENGINEER WITHOUT LU p INFRINGEMENT OF LEGAL Q-- RIGHTS. W 2 Z REV DE5CRIF'TION. LU - �LU 3 _ z 13611- 4. _ r y (2)HT520'S OR(2)M5TA24'S _. W 1 • OL T03=TIO TO TOP.1`2 w/ Q s U cu ,4�� 2x4+2 5F'F STUDS aRODS 0 C2" 4 ' £{ p . • ' I O/C. AT OPENIN3S U51 (2) t O HDR '5 a EACH TRU55 TO It Sll)1 Vii- I�- 1� SWIi; `1 {' /'S,iJ1 . - _ ,q `4� •.. .j: �•�....a,,--.a-ra� r��:!� , - , - - F.+,•rs--„^-__...�.:.s .^'i— — �. ,_( � �= fJ 4m+••C�r.,�`•,,,'.r',.. I c�' r r � U � ti��;��.�� ' • � r (3)HT520'5 I 4 OR I I 1 I (3)HT620 5 OR I I Q- u l7 X T'J'11-1STA24'SI e 1' I' i �i I, I' I� I, II I lI (3)1 5TA2;'S 2 Q to td1 - © TO I-4PR' �' li b ii I' Tal TO HJR , ! c7 U U1 '� J [� ,C (2)M5TA1B 5 I �i i � I' �' 1! I I' , I - � i ' _. T02 TO TOP P w/ (1)t 1, li' R T0/ TQ TOP 17 wl (I)• v �l Z 3 �1 3,_pl I IF. I I 5� 31_p,l WOOD-Tis ROD 4 2 1 ? Py021r x FirstSource l I 2PIg Dp Tis �o� I 3 I I j 1 5f 2x4 PoST. . _ u, SFr 2>.,;� FQST. ___I Q t•) Q c 1 J a[w.s o n v i t l e CA �� - � r-•- i _ J,' i' -r' "i l:,a 6550 Roosevelt Blvd. I `� ", t X = A Jacksonville,FL 32244 Tel 904.772-6100 1 x Fax 904.317.2835 '1 572 I I ( I I-• _ � � 1� Ila i - _. - - c j i I I I x `I) d) --- i d I ' v Q X Q �� II I 1311" - -�'_2" - I - {- �' srl ! co 111 W V + ; I - 11.1 W i I I - ' s� - - - _ — IA I Tf J I I 3O"x30"x16" W/ �:e I "O"x30"xi6" Will X ■ _ I 4-04'5 BOTN ) ( 4-"4 5 BOTH I j (1) HTTIG a Ja�� H 51 7E-, (2) HTS2(D'S OR (2) — (2) HT520 5 CR (2) !«(1,'NTT16 a Cu S V X (JAYS (TTP) WAT5 (TTP) OF Tpl TO (1) 5/E"0 M9TA24'5 a TD2 TO r,5TA24'5 a. TG`2 TO Pi- ?OI TO (1) 5,a,0 c� v •+ �' I C ( I = t2 I } x1-1/2" Eh DED A!L 2ply 2x'4 '2' 5FF POST 2ply 2x4 ? 5FF FO,5T x',-112 ' S c cD '"�L 12 ,I I I I_ THREAD R00 w/ 3ply w/ (2)WOOD'Tic R005. w/ (2) 1�0D�Tis RODS. 11,x:= SCD w/ 3�_ly 5T2 8/1D ,� I I a) 8/10 5T2 I 244 -'2 5FF POST. I 2;,4 02 51 F FUST. i� - 5T2 Q I I 5T2 VI 1 I ; u V X o o �' x V X _ __j I CAI 4"IGONG I = I I I 4" GCOtNIC ( I I; ( __ '♦ . _. -- - _� —1 B/i:7 I e5T ci SLA13 f] I I o - a _�"`3 CA 2o"x2p"x16 W/ 5T2 - „ „ 5T2v,___JI ;r, I I - 20 x2o x 6 .�/ .1 t— — — - _ — l_ — __.. — — _ _.-_ _ . � � J 2- 4'S OOTN r `i • `�ti �_ X ■ A Ln r; - �n W P.OTN _ u T - ; ^ WAYS (TTP) I I __ WAYS )TTP) - l (2J2x10 (2)1xa-2/1 (Tnr.O 711 (2 f.c7. V c� Q X ..— ---- r _— -- - I Ili V ewl ' Ili � Z _� 5T2 5T2 T03-TIO OT ORT P Pew/ 14 5 L (Y ;� � ttu � U � � l.J-1 5D',all WOOp-Tie RODS • 4' O/G z p v 1 q O n(1 (1/ - OIG. AT OP W;,5 USEAND 2Y,4 02 5PF STUDS �(2)12 W (� W u O 111 t�� M FOUNDATIONANI HDR 5 EACH TRJ59 TO Lit ) } n W SI 11 it-o" F STRUCTURAL_ PLAN � ' � L �:��'�� i=�✓ GkaC;<ED LAP 0 z SCALE 3/!6 DATE Da-1U' -03 5T2'JGTURAL ENGINEER,N1 ;:CR UEE WITH I>105 NO. w . END ZONA r'STA wE RiE9 5T°?AF5 G:.'vNOT !✓E TW',5TED. THEY col Il'on�ItTs c�a>7Dlrau tssus - IN pe* Lawrence A. Paine, PE MAY EE AF PL IE''7 t=!AT ;ND/Orc EENT TO . 5rw•za.�s n1T�rz'o •zors Professional Engineer x _ - !~g F) FOS.(+)NZ-3.r-) FD3, r+)NBC$, (_i G✓ti-v�:+'i/AG�`✓'ii'''•"�: `c-OJ.ti1~D r r AFrL,CATIr`" r- �' ~" License No.21475 I ,;ST NOT ef= TWISTED. 0-20 er 41.6 59.9 41G 50.7 9-10-05 U5a MT5- or t4TS r r5 TW'5TED 5TRAP5" AT 2- er 455 5G8 455 49.1 Builders FirstSource ,PAD FOOTINCxS UP TO 30"x30" SHO'':" AT THE FDUNDATION-EDG1= MAY DE OMITTED IF A $IF-M-WALL FOJN'�ATiV4 IJ ::SSC! IN LIEU CJI= A iiONOLITkC FO'JNDATIOtL PAD FOOTIN55 LAR',ER THAN 30"x3011 ARE RE"IRED WITH EITHER A 5TEM-WALL OR MONOLITHC I ,- h�- FO'JNJATION. ADDITIONALLY, WHEN A PAD FOOTIN3 15 REaJIRED WITH A STEM WALL K,,_r.14TION (P 30"x309, IT NEF-P ONLY 5E PLACED EITHER DELO',:I!-CaRADE FOOTU3 OR IN THE 6LA5,B'JT NOT IN 50TH LOCATIONS UNLE55 SPECIFICALLY NOTED AS &JCIJ. ,4FF'�I .ATICN3 t ' -.cr TJ STED STRAPS ARE 50-100 or 44-0 525 44D 41,0 of Jacksonville REG'11REDi > Imp .r 420 49.1 420 455 CA Number 00005494 PLAN NOTES GONNEGTICNS taco-.�bs�sscr..ri,:Ta�0' 9 LEGND %01E TI4AT GERTAIN '.JOOD-T1A FcUD5 MAY BE DELETED FROM TH15 FrR, .,ECT E. QLD CN T{-r _! ^� 1;NG: NON-LOAD EEA�ciNi!'s tUAL l.5 I) SEE Si�1=t;T5 5T1 AND 5T2 FCR, ADDITf 1�A 5TQ r'T AL T� A =r' J - r'' � c•t - _ -_ j Tr*AT ARE: NOT A 5 I. , - ., T1� ROD IN5T,CL'_ .T,.-, 1 111 I u 1 �, r_ r U NOTES CON'\.- .-TCR, T IET+ OD (; 4,-' T4 CrH TENT I=ND-ZONE GOh O ,ti ,TS t ,r .AR-t~4_L GO NOT R�QUIRE ) .Or.- ' ti, wAL_5 11 I _ BEG✓1 I !_UAD B=AFiti CR EiCiSTIN� (2) 2x5-1 / 2 {-EACEE� BrA1`1 CALL-OUT' CETAILS. Nr SI:EES .:�PLr = '` - O L U 'R AND _ ADDITIONAL r n �T I M5TA. S -(:"+I :CJ-.".. ..r'• u,'M: ' CLADDI FRES 1�;- _A; .' J ITN L Ol�C `.� I IiJST r, .V!' WOUD•_ t :' 5 ti:: �=.-, f-i.; r :: . C 'a 7: DRA",U NG GO N5 SrE—iriC �'l1,AT1 .C' UCING B'J ' 4' 3" - ,,_r `T _ � 'NOT - 2) THIS I tiTAI IN�G� � -, < -r m TO llliNDC8.5 I CCGRS ti O>= NUh'BER OF <ING 5TUG�5 1=A�,O 5,0E ="� '.!a � F iEG UI ' E! � ' a .t> I v rJl 'S, THAT 13� M T4.� �"� to , r _ P• 1 7 Or= GF_ MITED TO LH T T RA- I:t-ENT ,'AND I'ENSI 5 3l 'Co G%-I ,• RO�._T0.1-.,-Q11'�jGES l__ _-_ -.,. 11 �_ r- I � •-. •,,. Nl.z4-�LIG4-aTED ArccAS TY -ROOF TRU55 UPLIFT (LB5) WOODsTie ROD(5) - - - Nljt',-:R OF: JA < 5TJD5 EASN 51DE OFOFEN-NG FROVIDED BY OTHERS. B'JILDER5 FiR5T 5CURCE OF JACKSONVILLE, INC M5T-48 IAB) ...dxl-1ii'i 1 G t I I �-•-a MXT RIGR r� SIZE OF HEADER MATERIAL I >~ r'� r- G5!6 i 26) 5d, or !22) 'Zo Cofrr, ors/Total. THE X Di1�EN510N I_. .�TR.-.1>w TOLERANCES DESIGN C`NTER (BF&DC) 15 NOT RESPONSIBLE FOR THE A SURA..Y Or THE 1''EA5'11 EF ENT C� = Ti--= 'L-1000 ROD(5) s 4' O/C (INTERIOR) OR 6' C/C (EXTERICRI. F. NU►'BER Or PLIES IN 'r.=ADI R THlS INr=GRMATlON FROVlDED BY ANY OTHER SOURCE. 5Pi�4;C�/t3 ('2J 1Gr�xl-!/2" .G.,r,.2 sly 5-'H OULD NOT 0 6 ADD (1) ROD ADJACENT TO TRIJ55. � O/' �cr21DE AL ✓= � rear r _ 3) ALL REQ'D BEARING LENGTHS SHOWN ON Tt-EEAM aC)FTIUARM OUTPUT MT5!2 ('4) 1�-d C -uror, or 10 -1/2"/Total. CCRNI=R Dr= CCRIN�R Gr= TH HDU.R wr�K� s - �_ ____ _- )2�� UNLESS NOTED OTHERw a-: HOU5M END-ZONE (NOT INT-ZONE) ( r 3• D•' __l� 3 -d' !. EXT_RICR H_A.��R5 (2)2x6-1 "SOI ) GRATER GONS'ULT CESiGN GENIT;R. C- '> WO>GD•TIE H4'✓)r BEEN CONSIDER)=D IN THE CE5!GN OF: TH15 STRiJGTUR~ THRCU�-.H A NT520 c ;DJ 'Gd C.-n-,T 5 cr r24) iC.d.xl-1/2 /Total. - r= I J 1 I INTI cICR ALL INTErrRl02 { FADERS (2r1x6-1/I UNLE55 NOTED 0Ti:ERJJ L= (TYP) FRESSUIFR._,5 SHOULD GE USwD. - - -- GUIDEL)Nw5 ' D1;51GN 5E4RiNG VA!_UE ADJUSii'wNT AND/OR THE ADDITION Or- BtiAFRING LGT2 ('4) ;Ed G-;t,;�r,iEasn to Truss Unb 5tucJ GOIuITA, - - - - - - --- \,. FROFERL Y RATED OFEN WE5 TRUa5 I;EADER 1'1AY B); USED 5LOCiC5, MGT. (22) 1CJd C�-;mcrs to t!;Ood I- �m'osr - 5/8" dlametsr or LareJ, r Threaosd Rod ��r.AccorFanyin� =ss U1UOD-T;,_ ROD LOCATION. "" OUTLINED IN LI_ I DER B :LOtu >!U Or SFEGIr i;D H�A -_ Note on Fa^� 5!. R - - i -- P^ REPLACED DESISN 1 rl rte^ AN'r ,-HAD=R MAY a= REP_A_ ED WITH ONE OF: G=REATER DEF'Tra DESIGN , .-,/4r. HGT-2/3 /8" dlarretQr Or Lar�sr TnrsGdEd food per AGGorrpanyina�, Note on Page 51. ��,.��-��.?�Jx, 1 J RODS I_C7C4 IO tis ARE FGR CEMON5TRATION P..rr:ct=-05E5 ONLY AND ..+•'O NOT rrREr=LEGT AN =X, ROD LO�ATiON. UNLE 5 NOTED � A. GRAVITY LOADS: HGT-4 5/Oydtars`.�- or Laresr Tnrasd�d f ad per Ac�om an in Nose on Pane -5 s;" ;sA.X� FR. -r» r" I/ „ .-.,�,.. li.�. .-.r/" G' '/-t1 I - '" 1 rlil'�• I 1� G' 1 I F.C: M G,� I I �+ '-' 1r ., ,* O _RJ r c_.r_R O/C 5F/-CiNa (4-0 INTER[ O-R &'-D _XTERiO-RR) .r+ .J_D EE FO_LOJUEJ i\ ADDITION r or_. 5 a. 400 477 - _ k3, LATERGr LEADS: . D .--. LOG >+D AT 5 U ,-�AR'wA.L L• 5� r+ r- r. _ F y g .. tiG-I`'�.NT R=*cR TO D-TA11,'ti=/5T1 AN.r%...R .-.�3T1 r20Gr LEAD TCP G;�CtRD...LL=iOFS>= CL="IFSt= I � _ I� NTTI� ('8) !Gd S'•;�:r, to 'W�Gd 1`'sryer 5/8 dim&ester or LarOsr Ti-irsSdEd Food �sr A�ror�ony�r� � r � CGRNER5, PL ATM i-WIGHT SP.4N�E5 AND AT EAG;-? END OF EAC I S-EA c t 'ALL (IJ`�!Ec3 REt-L L.C'E^� I JITH ,;FFRJ'✓ED HOLD-DO lti5 F r2 I I - .��- I UIND LOAD ,t0 1` Pl-I ��': rI ,w.. - r-. 1l. r ��' r. IC r- BOT Gr+OrRD... --1., �r D--5F±r SEISMIC ZCtiE - 1 No... ..n r=..2 . ..,. ._..__ ____-' ...__. " �7A E/STI>. �'J.5 5;-;C:LN rN GGRti hc.5 , .AY BE LOC4TED TO M17r-E� SIDE (LJ T7H]N 4 ) Cr= FR F TZL Y CCiN5TRUC7'ED CORER PCST Cf� AFt=rRr,!'11"!47t= 11100.. T, O`� I l I �- - O?'r- LOCATION . - ., r� 5 �'✓o •Te s=�Toti F_OCR LEAD D F..r- HTT22---- ( ) ' S (�' _ •o f-O v�rOer r/ i Gets or arosr Tn aped 1ZGd r�r Accor,ray' J - r µ2 �d d ..-.._- L' �p F`✓r= Nom'_ cn � " 'Y � � lUGvt�i-�L{4'V1.i.11.� (- C-Cx" l f e .(" _z ,.� t ti � - �-.--� �� F I � F��w 5' _ � -- � C" ` x ;1 : g' r r ., z I[ , E .: so1. i T(:r SC(LI .� 'c.. GuaslXae� F� . �ovi'�rF� r� .r ` ... . _ [�� _ [ �} _ Er, C�. rtc w �vu -•Zvr � T ��t�ti11�s��tti�v, �Uvvr , �x Uc�ti L ' _ c� 3cltt; tB' �r.�wrl► CT roil/ W FirstSource r;► It �, . t1Y' ' ' .ter ►r� tu_ _�I / Flrst�ource /�Y' _ zFirstSource fru" �Flrst�aurcewoC� L� � (.P� �rFirsl _ '. '�rc'e 1��I undaw �� FIrStSaurceVt�,� it ... 7. . . - - r"+3TA24 W/(�)!0d,_ND,G ON STUD (2)2x4 12 SYP _,�_r - r_ _ _ _ 4 _ _Ar=riiOVEP TRUSS-TQCGNNWGTCRy _ - A55 P HELY(TYP 4 + H£ApEit 4 ,v SILL) r£1-�<`N:i(TIP) UPLIFT(L?5)� GON\ECTICN _ UPLIFTS 7 STUD WALL 5Fc`CIrIGATIDNS OVERAAM: IN EXCESS OF i&$ AND UP TO 24" THi5 DOCUMENT 15 AN etc _ M �_ _ NEADEK(SIZE u5= zx4 sTP Dur LDC R Ar to"aV CLIP 70- INSTfI~NT GY 1/'0" AF.4.G Z TEGU_�ATcO - 0_4rc5 `(I1{-.S_W%(4)S9/ y7 -- m•D Q H7.(FT) STU1> .SC4�EDULE -i D-L.TGIF PL.JJITN(2k!$UJ/(9.086 OV=vIA\sS . 54 ATHItiM- ON KOGr DcG[ --- - STR'JGT'JrcAL - PER CALLO'JT ON 1 •5FN4lo/8 FLAT£ r" r c- " 0-145 (I)HH w%(y110d x 1-If2 CNS- a-9'-i lits° 2x4 "7 �t F STUrJS fl to' p/G c ! L 1a DR LENS u 2x4 STP OU7L0✓CFt�AT 14" ENCsII\1�Ef''5 SI=RING!; 117F1 2d NAfL5 AT 4" O.C.At FLAN - HEAP5R FcR STRJGT'JR4L FLAN ASL FF2At11thG MATC`R L TOS (2)1_PH4/G;$ 8TRi1GTUR<t CON':c� C. Tr NO�'�=Q'D r. 4ro5 930 l2)H5 W CQ)8d/wNDrA D-!^J'-i Ve" 2x4_"2 5F r" STUr3� + 111"O/C r � PLAN)OR Tt 55 F BL OCC 5HEATH!N,:s EDGES 0/c WITH(1145 W/(8:8d FQP tr�Tl{ �'rj �(jR CON- I 5'rFPOr-'TcD PANE - - / � `aYF' Exr_EE7 A5 t\L' C7 1 5P� I p I�P?�,� AT1 g WITHIN 4' OF GAELS TR155 EDGES AND fi" D.G.IN FIELD, 145-!Z-CO (2)He W/(5)lad x 1-i/2"TND/E p-p'-I 1/8" 2x4'2 SYP 5TUOS a 12". O/C r' C1AY 6= U5i�7 1 LU r 1 SYt� ONt Y LAYOUT IF 5Y5 42. v Tj LNG 15 NAf(-�p �a� r r n 57RGGTION GF f=ROJEG7 GOrcN:F2 Cr �r INTO TOP P ASS="-,fBL TSN 5Y ATHItia TO FRAi"INa AT 3 o/G (6)1-1/4"GAL V.ROOFING _ D-Ip 7c 0 ll)H%5,-10'1-5 W/(!a)'fid x t,-V2"TO TOP PL. 2x6 r7 SPF 5TUrJS + 1Fi"O/G jr H 51PES r 1" 1 r_ + r - €3 ��9 OF F1�AMli�,,a 15 CiA,¢ArE HEA'= W�(1)><CW 1-N EDG=-5,6 1-/C IN FIELD W(8d. a5.TITLED t3 (~011l. NAILS A EACH 5HINGLe TOS 0-!pLp (U;175!2 W/(1)Ivd x 1-l/2" =ND •0-12-77,08" - 2za "2 5Pr ST:'D5 la" O/G c,) _ALN- p_ I " r'-t� O SHEATIrvG 5PH4/6/e + .12"o/c. 3 1-/e eel NAS It, 1NFG;�1AT►ON DERIVED I I _ _ IN THE EVI!NT THE GONC;2ETC A TOP P_TO HDR q . q . . F, I P'U�IN BOTTOM GWORD G>p ALL --GjU,JI'� -- - � (2)MSTA24 wi �Of'I Tf-115 IN51 RUi"iENT G r c 1RJs55 WITH 1x4 Tp coNTRAGTOA ar1115 THE c r CAN NOT BE U�aED FOR TRJ.S TO DONNE.TGR r=� :� `7 NAIL THF2OJCaH APA RATED SHEATHING c (9)iCd/ENP/STRAP >�EA GOfl�R r7F APA RATel7 .l.EATNINa TO 1 TRUSS SC4ED'ULE FOR -� c c c PERPINDICULAR TO TF4%SS=S ® HPAHP22 E.r 15EPPEO GAF:AsE MATCH ROOF 6HEATHING cr FR -«ihCsINE_u4 ROOF SA724"O/C ru/(3)10d NAILS AT INTO NO.2 SYi'FRAt'IINa W/8d AT 3" STRAP,9,IT 13 AGCEPTA!3L£ END Di-H_ADErR UN.D- � i OTPEP, 11111' F_ 5 UNLEj5 7. _ AUT"0F,17_ED E3Y TH1✓ ! GGYN_,.TGiz � TT2,1E:S Or"'t RAFTER r a ?=EAGHAT ~t70UBLESN�R:G,ri FLAT P INTO NI2"-Y 5(rR;E$;LAT 5T(1F'.',Fw F;R t1JA1{. Sf-'M.ATHiNG Si�A:_L 6» l/!C�" 11 q . EACH TR.J55- U.N.O.UO •S�EATNINI Nr`E�CN T IF SFr 5TUDS a r - O.C.ELSEW"riERE. HFAHp22,FADE rICUNT THE APA.RATED SHEATHI,\!a WITN 8d-�'- c �- 2x 07 51 P G�3L .SOP PL-(S:.OFEt)1 ENCTINEEl, UATNOUT ALL EXTERIOR WALL ..H=ATHiNCt l!J COVER L.C',LxPl P OF TOP 9 INF�INGEI LENT 01= I-E STRAta TO THE FOI.NDATION NA!L5 AT 3" O.C,AT ALI-PANEL I e t Y !F+ `r �. 5i4ALL l3E 1/6" A.PA RATED WOOD- /8 + 32"O/G O$ FOR PTHER,UPLIFT HARDWARE WITH EITF-ER l4)1/2'0 EDGE5 ARID 8"O.C.IN FIELD � A l2)2x4'2 SYP TOP fi'_• FA5 EN LIW SHEATHNS WITH 8d NAILS AT 6" WQOD•Tle RODS + 4'p/G AND CONNECTIONS,SEE TYPICAL, r . S, A)'£AR= FkoeFg.Y c r RiCsHT5, » w/3x3x1/$"WASH Ra. EPDXIED ALL TNR«ADS LU/ (TTP-UT1.O.). r4EATHNG PANELS 11 11 T r14 � 1/1&"AP,A.F 4TED $H=ATHiha WITH l2)RFU^r 19� • 7 Q.G.(LJ LOJ f iIN O.C.A7 ALL F'r1NEL EPGE9 AND WALL S=GTiON AND TYPICAL 4 V4"M(N Eh 0E17t fE 1T DR 6N0JLL7 E3F* Gam';ENTE17 � `�"3 8d NA!L5 q S'qIG ALCNa ALL PANML 0 3 " 01 IJJ/(WC - LAP-$ S 12(/8 8" O.0 IN FIELD lT7P UhlO) HEADER Fr2A11thtG DeTAIL. (16)3/16'ex 1 3/4"TAPGON FERPINDICULAR TO FRAMING B1 TRJ„�G t�P jTRAPS EDGES AND 8" o/G IN FIELD. BLOCK+ 32" D/G Q U00D•T!o RODS u 6' 5(4EATH!N5 PANELS 5HGPJLD 5EAf�E Ajj/1GN To 6oT J Fe'S � IA1,G7t' RE DESGf�IP710N " C 112"11,1 4.1/2"Erl✓SEDr-1eNT WEDCs3 (71;x4 "2 SIP ANCH^vfZS"Fa9TEN 57F2Ap TO r VIP-JER5,UN.4, ,� ALL EgGE3(CONTINUE STUDS 4 5HEATHING O/G 1J/ 3x3x1/8 WASra�R3. GR.ENTED P=RPINDIGULAI2 TO , AT DOJE3LE N7ERIGF2 FOJND TO ur'DER51DE OF OJTLOCKwRS) G �c ANGWOR5 r,,g EPDXIED ALL SILL( P) STUDS LLV t 2o,rP,cl. TR'J55E5,�caFTERS ) _ FIRAi"11Na('_"".,,-_R'3 IF EXT 7HR=A2:S s+37"o/G W/2X2x1/9" SILLS/PLATE5/BLOGKJWx,NAIL JA:CS PER P«AN q II SH=ATFJING TO BE OE2 rNTEp PEE . - FTE�TC�j GGN�:FC_ _S; F;N: t 13 STUCCO,UN.O. WA5,4P_is5 GR WOOP'Tia RODS o � F,rST f�LA7E TO SECOND PLATE W/ - `4 TO FiRAr jNIG N=rla,zR3.U.N.O. - "-- - _ I tn STP Pt B07TG 1 tQ w/ _ L (21 RCW3 ltd CotTCtv3 AT 9"O.G" hIIhL 3ICltha 5TUC5 EACH c F LcKGTH GCN1GTOr2 4"o/c.LUOGD•Tie ROp5 ® - f, " r r - II 11 GEILRNG HEIGHT VA wS 2 SFN S/a;8 a 31"O/C INTER;OR SNE, R UAL45 A4 7 =-- ` "y l > �_�_ °�D-OF Qi ER,4 G ',5 r � �_ Ir - o-1' (V H5)•7t3PH ,�3 MT5t2 WOOD•Tte RODS 6 6'O/C. InITHaR 24"o/c SHOT PINS C !6d SIDE PANEL HEfGHT TO 4FA4D22 a/r23)'Edl TO U5i Ya 2xb FRAI11\a,3 r1,N s FGR:.!J DOTTGt-1 C,4C Q DF c. WIDTH�GrJIREtiENTS STUp A..a EDLY(2) - STUDS EACH 5!C5 IJJHEN 0 _` ALL TF'.1 SEES WITH ix4 $1 P 1 ! .3. (2)H5'3 He'S �- 1/2"ssxl"Mr,05V A B.w/2"x2"xl/8"W45\,L CASE HARP t1Alt5 + !B„o/c ANvH pOLtISJ H(ft) r 11h1 w PeR SIPS Gr c E�11NG U51NG 2x4 Ft2AtlIN 3 UNo. FER�rNDIGU AR TO 1'-14' -- AT 32" o/c Q,3 W'O WOOD- ;a ROD5 • I LLGOD•Tls ROD(U H!6 p3;775'7 ❑ » PE 5 T PINS 1' 2.-1» 7I2S.cE9 •24"O/G w/(3) - [+'O/G tU/EITH FZ SNOT F'IN¢ • 24 O/C 07 9Yh�11'7 60TTOM t 'ANCi!GR E30LT A9 (2"MAIC FhOf1 4 PER TAIL L°:5T1 !Cd NAILS AT EACH Ti�u53 - 14' SEE PLAN OK 166 CASE HAFC3 • !9"O/G 6' 1'^9 1�' PEF2 TYP.UALL SECTION JAClC/911rD5! q q r 5TA24 W/(9J!;d . = 5,. 1'-50 r uNo, q q NAILSFND o EA SLUE C)P JAS K5 l' AND 5'r:ORTEfi MAY 4' 1' 2 I/2" TN a L(�AT!2y IF (4)!0d IN LI_J OF �'�'' • EA ED EDGE W/(11)4 `�-� 1�F'AI11 N07 O'D 4"5LA5 W/8"x$" THIGtC- q V TRUSS-TO-12 CONNECTION }f /r a_,'- - - -._,i I * LI1AL1 t c�i �- I r n I q r HEADER 1 Jr1r 9 TO I "'.4 x�r.f. 1. T + 3. ,tN /L CDNT,UNDER DO.� \\ q q WEADECi . 'iQyi � (5tc DETAIL b/9T7) A ��FINISH . / r . ` ' + , FINISH 1! - �\ I . �- - T� 2L'=-i 1 GRAD: r T1F';GAL WALL ° r airT�ly , � � , -r - IE I 6 x 6 - 41.4x41.4 W;F ° 1 •ALL CGNCEvTE MINIMJt1 FINISH 11 it � (~ OR FIBEf� =S.J 1 � cc GRADE �rtl l l�I i!��I(I- I ( -ter q p FE;C- TO!I'r Ix4 ST lDS r�" � r Y n GRA rf . . -11 s7.0 F51 CFR_�SIVE F ------- ---- 21. c y ,,�" rr } ,� T �- II` II`III-`�I-LF CON\ECTIONSIt ;r- u �n WATER�F��O" 3ARR.-R "�al Wl STRwNsTH + i8 DAYS! I I 11 -I I�I I I_ --I lid I�� I I(_ TQ-5T'I)D �V- TO i4'r 1xa SFr'2 1` w,� 'r r x �'Y ¢:. -:IIL1I1�I I,I11 _ - TIl"l _ �- �tv- STUD•TO.SHC�, TO Ib'r 2x1- S7 P'7 ir' }aa, •3 .: FOOTING 70 GEAR ON UtiD15TUct7 SOIL t r, �-- =sLT iy-- -il�`1 =Iii_ k?r I ��I-Tilm11=111EIWI�II� T-- tr �' i �t-L r FE 6': 1x95TP1- h„�'•• ;�,.. ,_`_. FOOTING IS.EE T1FICAL WALL SECTION) HTT12 W/5i8"a A L ' _ , I ' 1i-11IE IemIm-J11.-III.!_ IiI-- 5� -TO-Fa tiD.:TICN � �Y $� \. .I e.r r I USED r CI r r r C n a TNR AD(5 I/2" /=Il 1 ISI i 1 �I I�!I 'I .t i�I I i- I' ' 1 f I (I� �t�"t) Tr:•W4"t hOTEt MA .\eY STEi'WA_�MAY 3, U _D IN L!E'J OF r'.t.._ITHI .FDOTIha, itv$7A_L AN. J.R OLT,IF U rD,WiTNIN 8' GF �T pE_RiN'S WALL ENDS AND WITia:N 3' DF COOR CF�NIN�a IN DFAR'\G'',JALLS" SEE 11 PICAL CC1Giw"E SEGTiCN5 FOR Et',2yDriENT)(T1 P) I 1,1 - r- I L11 Tt'L_I. - 1� r • ,•{r i r t- FREitiFGR^CiN3 AND DIr''Lti5!014i\6 OF FOOTiNG5. D - 4 'z CL5 TI TYPICAL UJAL_L S GT IOhI 5Ti SUJU - 5 ECIA�_ S��EAf2UJAL_ DETAI - N ��!T! M _T NN T ' '' rQ60_5 �i' y.,>� y�' �, a11 � FQt� Tf� \CNGi*?IN.� F`445 r �`r r1 �~ STI T �'F' CAL. C ,� ACS DOo� Cif ENING DETAIL I yj'n r�`'r � ° ;r:'" ,". ►,� r 1 -m 1/211 , 11-011 - _ 1/211 z 11 11CABLE END BALLOON FRAMING DETAIL __�__ __...hil.._ __ _ r3 u i I I'd n r e- k�6; Z-731 . . SH«.•r2 ILALLSGIJIF� MIN.49 a,��LA>=, i rpt c�u r�� WI MEN lZ4)!31x3"NAILS 19 TCP PLATE SPLICES GF2 l2) 2x4 0� tyLC � r 5TA74'e WI(g)!0d END,CENTER°D ON EACH SPLICE, OvERN:.tiGS 5 '6" + 74"o/a Ul/(!1 IIS + EACH of J ac k s o n v.i I I e AFPROYED TR.!`S.TD-tl'- CGtAEGTC1Fc3 STUD WALL SFECiFICATION5 UPLIFT(L5S) CONNECTION -� UPL%FT5 ] _ F_rC,E c !Gx0 SEE tE HT.(FT! 5Tu0 SCI-EDUCE ® R FirrR STIRJGTURA!- }[ CUTLCG4R TO TDP C:CF7 OF GG?LH TRJSS -4oS (I)145--UP-4)a,&/END " r P-AV OR TRUSS LAYOUT •OVER:lAN65 '6' Z 24" • '6b/c W1(2)N5 •E.•t'C :!•T'al, ./ SIR:CTURAL m-9'-1 I/9 7x4'2 5F F STUDS * Iv"O/C r c F9 :� ;�;,� 0-145 Ci)8(3l3 126 X 11.1;2"� p PLAY. aI z ft x4 5F' 5TJ 5 • !2" N NAIL THROUGH APA OR TECO RATED 5HEATHING . STI 5TI ELOG+C SHEATFti1Yx EDCxE9 OJTLOCI`R 70 TOP CWCRD GF Ga�LE TRJ55 4 t SUJ N'a NO.2 5Ft=FRAMING PER 51 1=AR WITHI4 4'tOF GA9LE TP6 53 I xo- 4c5-e3o l2)H5 W/(4)Ed/END,EA. `"�.�x- - eI T4S-1;,, 0 (2l NS!J/(5) d x 1 (/2 /_ND_£A. 2x4'2 $7P STUDS • 12'OIG u!ALL TA9LL', c r-rr IG c p-II'^1 lie" APA CR TECO RATED SrEATHING FA5TENED TO FASTc`N Sti'�aTF•K!twa TO I':ZA,I"IitvCa ----� t I':•-1 II `' 0-'00O_ll)H':?/il'b3 W)(:J1�Dd x I•t/2"TO TG L, a ?x6 '7 5FF 5 UP5 R '6'O;G FF2At,i1:G FcR?t > A2 y' LL TApLE (2 S7A24 UJ/l91"dd/END �3J1L T•UP G Z�!JRE'J G'J G t f'IA -AT 3"/b" O.C.W/ed NA!19, - I L �xr'))i 1 \ _� _ ._- _-- r._E� .._-- 0-I2 Tfi9 �Tx4 `7 SFt S 5 d'v"O/.. '\ FROM BEAM TO POST L f-�l . 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CCS W/( ) / i i �� ,i D G / c�LC' A' 3 D e 0x2 1.?'.9 1'CCD•T'd ";TER Cl SEAR,-L L5 ADD A\D J,a_C5 ,,,(2l"C-E, RCLS GH '.rd 5 L - (r.AT D !I f STA C^._w Cd NAI! e r _ _ 11 i 511;. .JI(7)'Gd,=�lD • A, �r d OG. -rEL c D ERTICAL / i' // ! (3 Gt n( ( ,,,\ G!Tr R:4'o.G S_O7 P,\5 is;&d C^ wd v g ICI'S, _N Y_ / / / 1 P C� GN .2x4 f"A7B; C)R�J GF d ti • J r P 5 24'1-c .COD 7, _S r 1)f' TA' 15 + r 5c . • I E F.OL-)ADJACENT , � , t . IIiTc7 ( 5 8 _'� t � � � 1 - ; ' / CR-z • r1-1-•G tu, 5••OT \ a \ O K\r CF Tt:J� / FR.'1 !c - 1- K //-- . � .- 1-L r; i / GR '1-d C-__ 4 AR 5 8"a/c. - l a 5" 5 aAGH SIDE r / / �/ ! j CCC-70 E3LOGCJ �4 1 h V 1 l. - / a-! Ga apo :a'13 a 1-/a K „-0rC S'A/aGE vD, -r• -a -- II r r r r . '-F :Or 216. N pN! ' _ -r Gr "✓FcN'\a ? W'_p• /' / !" / / % ( a�ec�a =a.TFZJ55) • [I7 ROW.+F 7d NAI * (n" + ( `" L _ a r; IF i T ALL .'S<5 TO 50"G." CF tiGi Gv-:-7 ER Tr4A`1 l/!o, A,� C�TEG;.' t;PATED / ✓/ f rJ'T) STA -.`�I- WIT x4�14 3/4" ✓F I r y .-_ _j_ } �. + - �- 5 c r / GENTERI.I\T Gr- 2x4 ( 7%8''r . . 11 1 7 fI ✓r ' 0 0 L + I I' � .1 5: v..p4,ri,9 FER-.CK� b'L. E L")'0 GR 3;8'0 N�A7b1 N, - a',a"o/c 2d NAILS - 0 ( (1 I Fit,EA . k �_ ANS-;IRS AT 49' O.C.DR ' 6L0 ! ASL PANEL EPGES- 2 1!2': - Ll 1. r` ��a . CR F'fi�!Z^•IESH , �-,I 'I E GFS- Ir 'E_ilf 4 6 x b • 0.4 x WI,4 U):F (� ( .4'0 T r-',3 ,.%I 32" OZ, 4 u !if :,'aTERFROOF ' --dt -11 t -ALL CG+GR 7E t',ititl"t." I ,o �I 1 1/2"• I t TR 3•'O ,„ CONNEGTCRs ` DC 5�E TGF' >' : :JaLL " • " --� j IIIA_ !f T BARr2!wR 25co P61 GOt",F<.:551V$ 5cc e r e I ! r 57RENGTH • 28 DaT5,+ DOTING(SEE -4-.3 S..W_DJLS FOR _._.__ .-...-. _ - I FrOTIr•FG TO SEAR DN UND!5T`,.�ED SOIL c ��TT F1(DT;_ A 4 13/STI) ' DF:,'I.Jy Y}=5 ' T 771'FOJNDATIGN NOTE, r'A:�.,RY STET^"ALLJ'AY EE JSED N L!E'J OF MONOLITHIC FC"OTIti5. INSTALL ANSHCR rrDLTS DETAILS) `7 /f�" r- ___• 1 (.F RCD)WiTH;N CF �E.R tiG'W'ALL EtiDS AND WtTHI d 8"GF " 0GR CFE'�iNGS i 5x n e r LL 1� I t/2" E*2 `! �x� 1 2!ff✓ 1 D L r - _ 9" ✓ N _R.Na S% 5/SHEAR WA OR SYP 1 �/� cu=_c�E aP =L-'_ G Cr r - :- T.r Gc r w n `r i^ --_.-J - 5 __ T1 F. _ \--tc'_ _ ,.NSF✓RRE� G'N.a SND Di`"_,S'..Ni\3 DTINaS, •------ +" '' I`� f � T�?brJ1T(ONA MfET�1� 2N �i �P'7(� AN H Ihrx_ GDS `\ 1'!.T-'.•P GO+��N r-- _ _ _Y_._ / r- 'rt BRACING OF TRUSS I4EE 5 _ L12 J�� CaF'' �Y � _ � 5 :�� lr '' "` Pl QTc N375. ,P TD !o'-1 1/8n "'.? 5E� Or? 5YP2 S I _. 3/'Q ;I X A co�� Ir - _- _--_--- - --- -- - RI, , � c t .. 1 p 4 a/'5.,;i? -LTi STI TYPICAL._ OPENING FRAMING [DETAIL - NO - II -- 510-S%re : i.RA-•,� U A'r ,M". c - MULTI -5TOf2`r' T't'F'iCAL UJALL SEOTION L U.UQ. - _ _ _ ,- �u 1 n - - - - - -- r ` , `+� -T-�F' Fes: E\ _nL1 S Ea uC P_ATE raTS .a. TO Q '1..� T� ST1 CUVE�' 1� TALLY AT -NEAP 111ALL5 �� p� �TS. I�p To l2'-1 va r. 2N. �_' r-� -� '� r. Z G- P�.�S. I/2 - I -0 I/2" - ~✓ c Ill r R I -� l/2" s i'-r'D11 7 - --�257F:-_rl ,-CF'CyTW/M\ Sava + 4aO/C -1 --------- . --- - - ~ .;G,� \O. 5Tr�N� ,� -- - + a �� I�f SC FT DST tl� - TF2rES EGTTOMI GHGRD('A7 _ - - - x-Y•I-�--r ,i2_r. _r_�. MULTIPLE �'L r POST CONNECTIONS � - . ' } Top PLATE MAY t5s �ci7_•�t3L_l CG: =R )`O T y7C 1/211! - 11-oil J EE p�CED W!Ti4 EITHER (IJ LIJOOG T ROD ADJACENT 70 STUD POST IF FGRC t Df 11 'S- NOTCHED i0 ALLC'Ui PG[CH -11111111-' ' # ��- ' Tr. Ix4 I ETHOJ OR THE . I t -- _.. - 1 BL GG{IN i r,TI OD. EITH"c' ADJA CONVENT '•A�LUr",B_R 1x9,2x!0,7x!7,ETC). (I)LJDDD•T r RDD SEAM TO�E L=7 N TO `\��\\U1111 r It1rl//, 7_A.114 SID OF POST IF PCR-r4 E-AtT .S W"L FROVIr£EP THAT(t) - ! ,,; .G:•.Sr-;�ATH,Na J 5wr-r='GRTED E::,:a-= OLCS^.D 15 .ET90 . ANP r r p- nt \\ !r ENGiN_ECE:3 L'Jri..cR(LSL,LVL,F5L,ETC,l _ `�\��r�. Z� ,CE ,1. Ij r� NAILIN3 FEt2 t-LhVd DOLS\07 CwFEtO ON It-S -- t _ 7F4'2 SFF Foo:T 15 A:;pED OVER 4A'fa DIr;ENS,ON. - 5_= iF2.�5 E':�Nazz;-�s FGR r-AX -�� L' TD EAC"Vz>E GF PORCH �ETa'L `O LE F�LC'a'x D A7 ALL The 11'DOG-T;t.41;rhoring p.,�d:lt s;.m consi.l of t Cn:ica!I or,et,:cl".'dKanGcr,.,A307 rti;c:t'cd s'ce!r�•d,, I _� ti.\ '� aU m �CGAr�,5 r� E,cT=z'G WALL 7 . I "l,SIF1(;�: rs NO,2 57 P 2x GOhT. TO T R.,£5 4 1-/G SPACIh a ✓= E .�.^'.IN!s S�E a~:AM 10 e° -C R,T TDF' „LL _� _ , e.c- srcurrd!a the fo..nda:ion+ia an rmhda;cnt of nor legis than 4-1%4"into 2,0op,i cur;c,tle.lith an e.'1r 1 r' 1! f' H.I . .1 K,R_'CDIT JAL TR'J.5 FORGH E3EAM MAT NOTGrEp -�� } r, R.'.3 «_T._.N TO f=:.eA_LEL its �._5, d ` �J C X,-",.,[t•l'" i IT _` IN A'7PIT!GN,(U!UCO Tia is 1-021(3"ahcn 1x6 Gatrr.ng is used)and secured v h S.mfsc:n.\T Ac iv, t cp.xy,,Ir _. 11 1/4" MAX ,OP PLA;51 W/J3'r3' - r..ATGN ERAGING IN'rG1'^Al'O,,L AROUND TOP PLATE PROVIDED _ v'` (zoD SHDJLD 113= IhSTALLEO - otl.crtsco rtr^v. :sir h', .'•- ' L__ c c ! ` ar• - r-r RC -,FLCCf2- p e Y h equal vt i,hcr 31'oaab'c tcnsfon icais fvf t?,- „u11t cal applicil:vn v.,-o part ry,.y. BO77QM1 GH:ED Di TF*r 55 - E sE tial \a aF:�'.a Or TH,. TOTAL DEPTH CF TH5 E<_AM1 5 _ ((JP TOA 2X)21 Sa E_*.R,'ALL SHEaTN.�3 t 9-1/4" UNLESS NOTED ON THE .• TO_ rt 51GM Gr Pvrz�H i f.SEES ILe toll,a s:ng!c,coal:nuouE cud ut rod segmcnts coupled tobc0m,cu:rr'nate Ticct!y above the tor plate l> '1 --I ,� I N . .)I I i i) BcAM ANP ll)i-15TA24 xiuh a 31x3"z lOga or l,li" h; k sire! coarct a:d nut v ha:R sot r_t tl c arcs aga;r.t,cr:.d mo:aucnt. : 7? (EITHE 2 cro,o GF2 3'1-/c). STt�IGTURAL SHEET 51 Si 10'JLD BE AITAGHCO TO v 1 he nut should be Nghtalcd until the kasha shoes the slightest ecan pie vfdcrvnnat'vn(about 25 ib•II of 7 i - i N/. G Ix4 51 P GDO 6RACIT\a (I SIPS of EACH TGP r „"` torc;ue). At cmcr,or Kails,cr:e 11'(X L)ll'.e red should be ins'allcd at e_ch conic;post-on the side of t1.e •ort � ; •r SHEATH TlU11 l (."A ST TO wl 1121!Cd TO EA MSS, I CENTEItiED ON TNw JOINT. P } S I I k'. O} INTER'.GR WALL UV 1/16"APA OR JL. GO NOT SPLICE- OVwRLAt� 2X4'2 SIFF wilh the o�crlappinE upper-:cost top plax-and at not more tbao six fret oa ceater there of cr.Opecin #! �%., t' ' �` TECO{<ATEU :•;aEATWIh:�W/8d • 3" JD11N1S Mfi!,I!2)TFL-155Eb ;N LEDGEF2 w) ;Yet 1 that six 2ct in lrn th should have one WOC7p'Tie rod l crd al each side of the o c u� �t intctivt U]ZIU O C.A7 ALL EpGES AND 12. Oma. IN - I (4/,!31 X 3' '+alta,or,t r('OOD•Tic tvd should be instalfed at c.rch cvmer pvpt-on arc side of r},c post with tt e rrr.'" `� ...•• � � \``�, THE F ELD - 1!_Or_<ALL EDGE5 VINYL SO•FIT - __ } j NAIL. POST TO 70 EA/„N ,P g peer roost to late•aaz:d at not more than four Oct vn cemu G:icaRcr. Ad•Ltiunall•,if no ter'« o,cr!a-• in u •i. ,� (t!A7CH NAIL PATTEKN:F=GIF':ED �,� �'�`� -- -- -- - LPGRS4 HEADER INTERaEGTiNG P P I i, /i/ '/Ili i1, �' l. FOR SHTN'G :Jl EELO'W). SWI AED - ' �. - W/(3 ROWS Tf2J55 other hold doR➢is pt;sent,a N'OOD•Tir rod s„ould be placed c;tach cr.d of<ach s,.caraall srg,uctu i(the /'///11/11;1 uiU L1111�r,1 c, n 3/8"APA PC!2CH 6-AM, 2x 1 1 ST 117 TDP li: , _ end of ti,e scgli ext docs not C")mcidc w,tn a corner or upcnirg Fvr t,co siuly to"a,%ala o:er l l' lyh,yr -s -..- - _ -- -_._.= I� - L 5'a WA_LS ONLY. EDGE Gr" 2x NEST NOT 6E 13!x9"NAILS + 2" r cr„cR - ! f �T r e a SHTN'G v/6' SEE j O/C; UuE 'J.�N (3J J3'K3» certain Alec ap,plicatwnx when a single,contin.o,:,,tlucad%!J rod runt be uaci,a coup cT Should be used to I. o/c 6d R'UG7URAL ..;,x115 + Join neo or mo.c pzcs of red ul.-C",Cr to C,Catc 3 con.lnuQs a.h Eum to late to founds:ion.Tt:c cm' ICT ( - -_- - -_._ ' F.USH W/ED.s_ OF TGP!1?. FASTEN SC-i-FIT TO v____z _.,. 2x FASCIA GR ,/� 1x4 NAILER w/(2)IQd 57 !~OT"Or1 ' p ' p P P - f r ="i J +EA !6"O/G STUD OR Bd TO 1x4 SHEET 51 FOR CHCjS O,y EAC a sho ld balaw-carbon sect w;th a c,oss sc:horal area of not less chit,2111 squa'e tt:cl.es,tdcally I?i"lung X K ,.Cir=;_T . - M1TL FASCIA THRJ. �" h lA Vr-K 16 ' NAILER 4 2x MINIMUM SIZE. c TR-'$S OR 11116'.Ez:;h rod shouid be threaded not less tll rn'V into the coo Icr acs tire two rods should mike cunr;ct at . SOFTIT TO 2x FASTEN CHANNEL TO F INCs, FASCIA SEE GETA!L A/13 FOR STUD p�`F`"yT Li.D,s-=R of scar the midair of the co:11 'cr arid be 1: tcocd so at to t-\enpthe mrjv' awu(of the loll tet or either . FASCIA w/ SIDING OTR t"IASONARY VENEER w/ SIRE/SFAGINa F=QUIJ M.ENTS. HZ44HTS ON 7 P, Fb P c p AFPv'p 1\E7 D.{I I OPPOSITE TO threaded rod" AFPV'D FA5TENrR3 MAX a 6'a/t:. I~T O.H. FA57ENEFNS • I ! - 6!DE5 OF e_, (XKING• At CxterlJr a a11S.APA or TECO ra cd sl.cathing,or 5/16"iia,,Ji-Par.cl s',ould bt ai,plicd to one si;e cf the pvi- W r�2„�� I I WALL, wall.An additional row of Sd;.ails(6d with Nardi-Parel)sLv:tld be place i at 6"1-!e into the top pia e o"'.HECTO ($FE Rff- / MAX o'o/e. R-may I F h\--••(3).13'x3" assembly in addition to any otLer na:ling specif.ed fvt secur,eg the sheail:r'g to tLe 6ume: GO:r.\CC7Gi�5 PER PLAN I �- �' T I PGRGi4 Cr N'G NOTE; dVcR Ia�a(a OVrh 16° NET I j TDc�lA!15 a AI CXteriot'hdG.x aJ`pllCa:ior,S wxere the l{'0UD`1ie Ar:clto,irg R1-1s ue t sc3 t0 a)resist roof uplifts,b)rc.i.t . OVA;`-W4\1 Cn PETAIL FOR SHEATH PC�wH GLN'G(5)w/ K STUD PCST - I f 2x4 1 SFr POST EACH )resist Iatcral wird loadin ! ! �y , ,� or eRutning mvn,cnL<,c g(perpendicu.ar to the waif),and d)di�trib,t'e shear-xa 1 r r " 3/8"APA- RATED 5HEATHING F--R PLY Cf PORCH t��AM FOR 1x4 '7 SFfi B_OG{INa TO loads(palallel to the wall),additional intermediate shear cuunecturs are rclu:red,lht intcniiediate sheat OF QV r! r?�Caa�O T0116"NET 4 - t I BL O.r�CiNrs + TDP PLATE W/6"117"0/0 6d Gid Kid NA.LS. CGNVENTiO\NA_ LUML�R 2ply 2x4 connectors rn3y be eitt.:t'/s"JiamCter X 4',i"cmbedGnent tlrrcaded'cposit•d rots or t/i"diumetCi X 4It 7 SFr POO FEF@ PLY OF PGR..H 14'O/C_ OF E=xTER!GR BLor+C ALL PANEL EDGES. � � r WALL. embedment Powers Fas:ettera Blue•Tip 11'edge-Bolts,located at of near mid•pniti'S heLween iS"t70D"Tie . L fSEAM FOR ENa.NE4fi=p LUM<cR Anchurirg Ru:1f,brit in no case morC than 48"from any two ar:l�t cvrrbina::ors;or;:"diauuctcr X 1%" _ _ - .� _ _ _ . A - , h7 tanbe't tentTapC n an hors or.163" or t• diante r X . " mbedmcal po:Nu7-actuated fastener, -- -- EXT=R r t o c ( lary,e) 1111 1': e - T�5 IIlTER'.GR 5r.E4R-X41_L DETAIL 15 INVITED FCR'.:SE IN A�a5 LL�ERa TilE CONT iNUOU5 WOOD_)�p,4C:INS 1 'L located at or tt;at third-po:nts between 3'PPD'TieAnchorirg nndt,brit in no ease more than 32"from any _ x fir► r x. r,r=, S-,=G,;2`WALL RJNS P-',;i !LEL i0 T-E TFZ'1S5=S, T141 5 IS A,4 ALTER TIVc TO tv,o anchor ccmbina;;o ns. }', "y*` 1-' `- ✓ 'e �_,:� s,5 CONTINJI'�a 51 t_AR'WAIL FKAMIN3 A.-.C.',S Ti;E PLATE Llty T O 7;-4E RDS„EC< At each side of tl a shoe platejviet,any 1-11:11 of t e four int;nedia:e s'aear co;::Rete s Outlined n tate T$- r•iii..-J ;` � - r..�^A y . (6,f �j }� ' I IF TiHE HO'JEE IS TiEDI pO'LN USING jI 'rte y� r preceding pataJ,taph IY';ty be used to secure the plate and prevent holi.vntal mu:emvit.The Shue-p!atejoult x11`*I -+" )-^ . 5TF,UC;TQF?AL. CENER;1AL. N QTES r�i5 r.00Ui`�� Docur.�NT INSTii_L1MENT' OF ENC'slNEEr�.'S SERviGE - FOR OTHER5 FOR CON- CODES: STOP LATH AND SEE 5Ti FOR VERTICAL WALL CONNECTION, STRUCTION OF PROJECT 5TUCCO CORNET AS TITLED 5ELOLU. BEAD 1° BELOW a" CONC SLAB UU 6X&XiC/10 ILP INFORMATION DERIVED 2001 FLORIDA 5U11-DING CODE (FBC) 40 CONC 5LAE3 W/ 6X�OX10/1© UA.UF �� Y STOP LATH AND �,� ) OVER 6 MIL VAPOR BARRIER OVER i BARRIER SLOPE 3/4 X 12 STUCCO �-E 5T1 FOP, VERTICAL WALL CONNECTION. FINISHED FLOG GLEAN, WELL A R i5A F TREATED FILL FROM THIS INSTRUMENT A6Gt; 1-�S `CLEAN EL�.VGOrd-AC ED,ITRaATED FII-L axp. JOINT AT 6AR,661 DOOR. 3�AD4" GONC $LA3 UP 6X6X10/i0 uLtF MAY BE USED- r r •T CAN NOT air USED FOR 99 NDS } - - --- FIN16HOVER 6 MIL VAPOR BA,'�,QIEER UvF_R A5 BRICK LEDG --- -- -- OTHER WO,w;n'C5 UNLE55 VARIES Ir-'- :.W� •'�_�_ CLEAN, ul`LL COQ iPAGT!<D, TREATt~D FIL!_IT LOPE G-RAUTNOF?IZEl7 B�' THE N�F,F-' 1E .-r`—Y -� - 4 GONC $LA15 W/ 6x6X!110 Wit - ___...----t- _ (U'4 REeAR CONT. 's HEADER COUR5EOVER 6 MII. VAPOR BARRI{ F�Ov R PIMENVON5 ARI= A ENCxINEER LUITHOUT GLEAN,WELL COMPACTED, TRE TED FILL. MIN, DISTANCES I II I�T N INFRINGEi`TENT OF i_E6AL A.Design ty word -after tWGt years from original date oF rssus, txnless updated to accetable codes a practicesat that time. i i�I III" IIII�R • �'«� • � 4 1sT I- i Il i1 III ` . . _. _ l l - ORr DIMEN5ION5 ARE �'iCzNTS. tl,Dr�.not scab, Use dimensiOn3 From that architectural plan. Notify rvnQineer imrnediatcly if di9crcppnc 's are found between plane. - - _- :r=y'�. __� � �Y�._ _ C « _ LEAN COMPACTED N v�lI1I --IIiI 6 Mllt D15TANCEB T^+�TM ^►�� =IIII=Ti IIII=I 1_I Imo;I_I I 1 _ _ _ � � -I _ 2 STOR�- TF--.-FM—TTTT CO i • i • 11 SAND FILL E aESG IPTfUN C_AII details shrill be in accardanca with (nstruGtivna from manufacturer yr designer. —IIII-==1111--1 l I Y_IIII- I I l.•• �L_�� ,- 1 STORY LU/ 2 OR LESS GGUR _ { SES, D All temporary shoring shall be the rYspc�nsib111ty of the contractor. CONT.- t-STORY ;IIII•-IIII- cp - POUR 5TEr1UALL 50LIq ORU9 Ip°x2p" F7N'Ca 1 F 4 (2)"3 OR (314 CONT.- 2-STORY III(= ) l o SIL VAPOR E3ARRIER 111/0 �R1GK - ' - (TrP. VERTICAL_2U t AT1 = i-_1111 IiI� _ - - _ t _ _ T;lT== -�TT= I L F�eI1tiFGr�GE�E1yTh '-� DOlUcL3 2 _ �I i l l-� III IIII -IIII- - I= I I ice- i A GORNER3 , 4a'o/c THEREAFTER - BEND =1I I� I STORr �i II11I _ _ __ Wi BRIG ---I r r =III ALL DawELB TQF' : f'otraM;Ll1BED 3 - A.This design hay bean cgmpleted (n aGGorddncv'w)th pertine.-nt standards, roGommended desierl Soil •arncters, and deGEpted gyp--""�-- -!I)'4 co i III I I1=1I MINIMUM40 INTO FOOTING /1ZY INTO 51,4» encW[ncsrin� design procr✓duroa, and is based an the best inrormavan dvallabla at tha tim8 or corrpl tan. Than cicSTgn is intenciod 2C $TOfZ fI (—111 - (C�RpUT ALL CELLS UJ/t:clr:FOP.GE1 LENT!to minimizes dlffer:.ritfal movement resulting From the heaving of expansive soil or settling of subsurfa = soils. It must by recognized I I1=-1.11 I�I I I I�� i 3TOR Ems _y+za MAX, STErttuAl-L HEIGHT. 15J -4 W/o BRiGIC 17"unDl:uv(2r4 coNr. a" CoUR5E5 WALLS > (3) a" 1 5T012Y Foo_riN3 alis that Foundation components Will undergo movement. Any subsequent ottirers shall bs appraised OF t1" ►oil condltton and advised to 1 I t^� w/aKIGC 29•WIPE(INC_LUDING LEC*Ei W/(314 COUR5E5 HIGH REQJ1RE L BRICK '6"x8"wv(2Y4 CONT. TURNED E)OWN PDGF gL� ADDITIONAL ANAL f919 � W/BRICK 2m^re"Wr(314 OR(2r5 CONT. maintain good practices in the fuWrs with regard to surFdce and subsurface drainage, framing of par Lions above floor Globs, and i� EA�IN PTE ' ®©USN w/o gRIGIC 1liY_W;pE uv(31'4 OR(21c?COrlr. - . REINFORCEMENT. Finish WOr1G abp'✓t3 tI1F3 Floor Slabs, etc. w/BRIG[. 24"WIDE(INCLUOINGs LEDCzEJ UJ/C414 OR(3)'5 w/O 15RICK 20`x10"W!(3,04 OR(2>7 CCNT, W/DRIGK 24'VO'W/(4,'4 OR(31"OG T, �k O Design has. been based on a ran-expansive sol1 with an allowably soil bearing caodcity of ?Q;'�� 1. AGtivo ErP= 30 pof (leve! boc?cslejpe), 4 C,aaGicrill adjacent to Foundation walls 51"311 not be placed until the walls flaVe sUFficie:nt strength an avc3 been anch.:�red to the. Floor 1 TYPICAL FOUNDATION DETAIL 1 TYPICAL FOUNDATION DET,41L. system abo•✓F3 or adequately braced to prevent damages to the wall -- �q t:» O.Refer to the GeOtechniedl Engineer's report For all soil requirements For this bite. F_All Foundation pads shall be formed to proper dimcnsions as indicated on the drawings and carter U On column or .:all. SEE 571 FOR VERTICAL WALL GONNEGTION. F,The location of Found.atiorl jogs, steps and tap of Wdll blevations and canneOtiorS aro critical to F Lndatton performance. Thesy items 4" CONE 9LA3 W/ CGX5X(! 10 Wu. ,.3 are Shown on thG plans but may Ghdnge during th3 actual construction. As d result, this design can n addre33 proper frundation OVER o MIL VAPOR BARRIER OVER /F MAX. CCL.RSES CLEAN, WEt_t, GQi'iP.GCTED, T(ER('•'iITE 411 GOr�iG $LA3 UJ/ (cx&xiD/!0 w,.L= i . SEE °ST) F E configurat'on unlaass stated spe^iFiwally on th.c ares Dings. TREATED FILL OVEr2 6 CifL VAPGR SArciRIErR O'✓ER -, lam" WIDE LONG. S;LL TCP AT f'A.*t A`3AX. SLaB LEVEL. FOR VERTICAL ¢� CLEAN, tLELL COMPACTED, TRZATE FILL STOP LAT" AND - 6LA3 LEVEL. TOP TO G%R4•"f FLCOR WAt_L CONNECTION STUCCO CORNER ` C �" IiPT CONT, 1N SOLID Gi�JUTEO � .......... CCNCRE TE F VARIES- rtAiC 5 In (F�_IGNTS �x..cEpING VARIE3 - r-� = - �- --��- ---= - --- BEAD i" BELOW U11DT4 REQ ADDITIONA! ANQL7'S15) U-5LOCK COURSE cry �r r�_�.------- TYPICAL SLAB F�rstSource A.Detail rsinforGe+r.ent in accordance with ACI 315-a�J (Rsvissd 1938), Dstafling Manual. Minimum caner a Cover for reinforcement •' )• _ _ -_ •'• =•4 -m-��-- FINISHED FLOG 4« CONE 5LA3 lU/ 6xGx1:'�/'0 'J.''� - _ • :s ZiV'F (� MIL VAPOR SARR;ER OVER i shall be as Follows: TM=M �_ =-IIII I i I� i=,-11 ' _I- _I I I DI I I I;, 1111" _ _ TYP. VERT. OfJ 1) Concrets cast against earth 3" _ _ - _ =I CLEAN,U)r-LL COMPACTED, TREATED FILL ackS'onv.iile __ 1111=�111i� IIII-�=IIII-1111 I!I1— r�ilL VAPOR BARRIER yLOP� ( REt,�. �� - - ... , .-• '•' -• p i 21 Formed concrete exposed to earth or weather I-111" -_ - II — -' e$ nCenter In IIID Illi= -11.11-1IIiIIII ==IIII IIII X1111 _ _ _-_-__ �� 3) intortor slabs, walls 3/4" ----IIII-""IIII GRADE I Ti��--`-I�11` It-= - - _ ---I i- i�I 111= � _rl ' coirpres5t✓s deslgn strength or concrete used For fcurdations and zlabs shall be 2:GJ p1 9 "s5 day5. - i II I= IIID I i I I= IIII _ ar, _--- (1��4 GONr��) CLEAN COMPACTED —Illi` -1111 i I�ITYPICAL FOOTING - SEE: I/ST2 FOR ' 550 0050V`elt 1V it-s,31 shall ccr,form to AcaTi'1 4! 15, rads 40. - SAND FILL - _ SIZE/RtIthFGRCEN)rNT R d, g .�,., - fr I—III -- IIII=IIII-�IiI1 � • • � -IIII- -I I ... C.� ',� aa. •"O:, :n91 ,r -r r c ,o --- I ' =J T I=mo III�iIII�iii� .1�c�cnvillr. Elorid� sand ir�._rs�cticr._. f'at r GorrW hart ;n3,1 •r<c u3��d. '"'ir,(m.m Icier of r2'nFvrc'na ;'fall be 40 bar dl,;mctcr;, !~ut r�ct ic;; lr.rr, ?:✓" IIID Ilia IIII=-IIII=�III1- III �III �IIIIIIII - 32244 E,All ccrGr�te G 'accr5, irci air out r 3 t rr u of limited to mix o s'an, nix'rg rar._r orure, plawirg, re n(or�i^g detailing dr 11 p,acirc�, curing, i _ and twistir, Snail be rr r' res i err r - _a - ie �.• e r^ TTF°ICAL FO'JNDATIDN II I�' - '-• - IiII= Tel gm4.7-12- IOD 9 ocrc in acco da ,ce with t requ r_ arts and app ._°tion Or ACI 301 .4 (8E), .,p.-�ifiCation5 for Structural Concre-ts , STEF' DOWN II=�IiI1=TTTT= ITT_1=7: Fax aQ4317-2835 f cNSiO\S AR _ _ NC;N- L-0,4D 5EAPINC� TU�;NE �1N. DISTANCES IIII -IIII—IIIi--IIII-_ii� �_P II - _�_ _— - 7 D DOWN EDC�F _- Few a Tc hill �� a3 Fcl,aw FGUN L7�T ION AT a :C7 FOUN�� TION �T G:41D� 2 x ,;�.�r,i3c3r� JC7'3t3 °? 51'r �'� '`i G r .__ __.._.-__- _---•-•---- � � I _ r r � � I-Jo'Sts Frov:d_.�d by Tru3Joi5t, Or cSqulva!srt• _ engin; 3rd BearcS Provided by Tru3Joist, or cguivdl nt. 4" GONG SLAB Fate; 02 5YP 15"o M.G. O✓ER 6 MIL vAPGR eART"',EF2 OvER ': ds 02 SPF l�o M.C. - TtJNical - Un'ess Noted Oth ,rwise CLEAN, WELL COr-1PACTED, TER^'IT= TREATED FILL 2" HEADER 5LOC< OR OVE.RL:=P 5L=E3 - RECESS 5L 45 3/4" FOR Stud Grades Sr=r' 19'b H.G. (2x-4 up to 8'-1 I;a", ora story residence only except partially €nc!o5ed .str�cturesJ FORt'1ED d CAST I Irl" _- TF;rR_ tJO�D FyAll rail, shall be: type "GtxY.:Chi" +n!e„ r,ated ot'r,erwtec. Gptions t0 lsirg common rails are a5 folia"s, STEP DOILN i-I� . DEF°TN r STUD • 1 1!4" (FRO;1 l,d2led-0.131"x3" Gun Nails CUr51DE FACE OF YLCCtV Bd=D.E`r3"x2 1/4" Sere w,Glu� Fr.5rk-Gun Nails ( rovided that the o/c. s acir, � r " F' $ 314 F v{_-r' `- ^91 p P g is reduced by 1/3, V.E. Sri Q /t2'o,c becc-eyyAc?+c5� OR a - x2 1/4" :) 4",8"o-c) w�'_ - . - - _ _ " CE:.S 5LA " - - Tt ,.;r.c•r;s n - i. + cam,- o • _T-= 4 COiwC 5..A5 Wlo:•Cu'/.../'a OVER (o HIL VAI=GR BA:R',ER OVER C_" of otih.Yrw ne 3r.oun on p ars, all nailing or sr-reWing shall be as indicated in the current Florid iE,,l irg GodG, AS�c 1-_S, _ _ _ ^ =11' ==1111 1111=- j _1I�1= IIiI�-II TTP. SLABCLEAN, WELL CDM iiF'ACTED, TREATED FILL I II TT � srd,'or 1991 ND°, I =1 11-==IIII- -I� (III=(� P 5L B r m�rnr� - �111r- rel I �i�ilil T,T=1111=1iii r==rl 1 i IIII =IIIc- -r IT- iI11 =IIII- rwfcrErced shoos. All sheathirc� must be nailed pr serEwed d ad} .sive3 SNAL� hOT be used in ala sof nailing. I _I •: . _ '�-- - 1�' D stat c,, .rector. to ere provided by S11-511Alternate cor.rectory w/ uivalcnt or hi r,cr aliowa loaca5 ma be uawd in lieu �F _ _ ii11---1111 - -- =IIII= IIII IIII-�iiIl -IIII -III -Illi_ IiII_ IIII_-1111 1 �`� y -TYPICAL FOOTING Gl.EAN GOi PAcrED -- := I I_ �IT"fFIGAL FOOTING - 57E I/5T2 FGFl 111 -IIII=- iii-�il 1111 .._ j_ =lili�- � :_Illi Ii_�I� _ r TIIII�i.I � _ - (2,'4 CONT. - 1-STORY - - - SEE i/ST2 SAND =ILL -- -T, ,---•., -- E_All exter;or wall; to be 5hcat'r,cd with min. 1/1!x" O.S.F3, with Sd 6" o.c. afcn aryl ed es, 12" o.c. .n (Iola (f3" with artlall enclosed illy=l l l l=illi :IIII==III _ -- SIZE RE NFCRCEi EN . 9 g I7 y _ __ (213 OR (3/4 CONT, FOR -=IIII= _1111- liIlellll FOR 5t2E IIII==Il((- - iill��IIII�Ilil siruGturcS) excrpt d5 noted on StrJctural plan. IIII—!I I1—I I - 16" I I� 12-STORY I I� 111 I I I I i.W I I I INFORCEi TENT I III-V I I I I—t t--- I - F_cnc-jire:rtd cGmponets (truassa. I-joist, etc.) shall be installed per nar,faGt:rcrs specifications 4 dil-atlas, ?' 1 570R:f -- �� I 11:4 111 G_A!1 permanent bracing or trusses with continuous lateral braces shall bet dia0orally braced per HIES i spaced not more t1"an Vo feet Oz. and I• = -1111=' TYPICAL FOUNDATION IIII- - IIII t • •' not more than 4' From end of continuous lateral brace. 201 ii4 III • • 22 9TCKY� Ilii- - -� ►tl--- (I III -rTT;^IIII _ • ---illi-- __=IIII- IiII=. 1111=IIII�IIII=11 �._ �;/ EE INTI Io IIII IIIi`IIII fabricates•, and erect stctil according to AISGINTERIOR - �EA�INC� r, _ _ IIII�IIII IIIi--� � �r7GGiF'Y;tian (car the .�r5)C�n, rJoriedtion, and Erection Gf �itr Gt�•dl _CI P tidirc�3', stn ed'.t an, 1 -TEMWALL STEi� DOWN 3 FOUND- AT S.G.D. FUL1N ,4 13.S'.rt.Ctural steel shall [c:=ASS -- -- 3 D. T S.G.D.:JC� �/ r r''Fe ASTf 1 45.3, Types E or 5, Gr. r3 T -•_ T;bp ASTM A5!J'0 4" CCNG LA3 'JJ/ 6XbX'C/'O LtJ,r -I- SILL OVER o rVL v,4F-GR r3�RR MR O rE(R hOLD PC tR_ 5L{ ,I CLEAN, ';;ELL COt•':r,=CTED, TEF%,ITE T ' 7 i TREATED FILL )02CJ 5 D _ - li q TILT 1-1/2'. TYP. SLS 3 r�.n�cN�r: (SwE rO'u\JATIGN NAND TOLL. ALL CONTROL JOINT PLAN) - TOOL I" DEEP LUUILE CONSrcETE 4" CONC &LAB W/ aXvXiolipA.Concrete bloc, s'rail have a r.ir•,irrum ccrrpressive strength, F'm of I� p`'T, i`iasGnry shall be laid u uSirg tSva S mGrtar only. IS WORKABLE IOVEIR ro MIL VAPOR OARIRIER OVER Ar. r~ r 31" F �r CLEAN, WE D, TREATED F'LL - T IT-=�- u o n GGntaet with earth ail ;Ce groutCed Full. Grcut t Il e P zs �+ '� A� WELL GO(�PA .Tc T A _ _ as r t w cJ :r; 1"9• d ,r,:n�rum �1m r ssl'✓.. 5tr,.��tn of 30..0 p,i. �-- �� -...,-. _ �. Ali ccrcr Yty m,j:one cpe.r,;t�on,, 31".311 'cc vans to accOr�ar. h r; pr .; i:n r t1" I testa ! I� _ - y G3 w t L J 9 3 G 3 J pp Gc'GIr3 reGomr^:-^.r�a:'r�n5 of r.� �„�.j �„ +, ,f- --- - �i�--Intl--- �I�II�IIII IIII it lt// t AGI i'"or_al pf z+tardard Fraciic tt `IIII=-IiI - W. -- I I--IIII_ IIII•=,; TT='III I�IIIiJ C_Lsp ail rtrtical rc.3infGrGln� a R'�r�•r:'L,r;� Oaf �J". ---� J�. �' i^ -1 i , .I Iill _ .-_ --IIII•----Illi-illi -IIII----IIIi�ItII <1 Q 0_Frovid3 hbrizont.al Joint reir.forcircq at lb" o,c. vortically. Reinforcire ;r,rs shall conform to 45TM A52 and 45TH A!&l TYFE 3C4. -- -.__ III _III (�I I • �IIIi SII{I=I� ll� --TYPICAL FOOTING - EEE l/ST2 h R 5!ZE/REINFCRr_F_MEr =1111=1111,11 III•i.�iIII��I� � 1 IIII=� IIhIII 'IIII-1Ilr TYPICAL FD'JNDATiON MIN rli� �1III SUNKEN SkIOWER Dr-'r,a1�. 11==1"III _�--_�r�•=IIII= CONTROL. JOINTIItI IIII IIII-- ii C � ) II i -- FOUND, AT DOOR 01- 1 : . FOUND. AT DOOM 5I�._�� _ C;IRALUN CHECKED LAP STANDARC> FOUNDATION DETAIL 5GALE NOTED DATE 1/1-1/02 W AIR tIF-SE �-�- JOS NO. STANDARD Ex (1;'4 x V-0" OVER TRUSS DETAILS FLA5�+;1 f iJST pA L THROUGH 8"Xa" r-PA`aE IN -•�-S -- ET 6RiGK v_•rEER a A LE✓EL BELOW F ��d.:•�_4•'• �a. _r_~<•�r�•.r. _ GONG. BLDGK STrh7 EXTENp 1=LA*�,NG (3ELOW 5NOE PLATT= I• --1 14 y WALL. F®ui. I tion N {, EXTERIOR WALLS NAVE THE EXTERIOR h1EtAL OFz PL•�5TIC SLOPE ----�---- _ GROUT SOLID GRADlr _ TI I �I I i--i I =�� lr1 . G 51;EATHity� FLUSH WITH TWE FOUNDATION (POLY)FLAS iIN3 Y� ✓ .�C ---' `t`ati'.;Llli llir: I ' �,j y, '10 G PULL ALL INTERIOR WALL DIMENSIONS AROUND FIFE - - r ,- \�\��t�, W��]C/1 VY� 1. I C.C I C�{ J I~U I O I� C FROM OUTER EDC); rSLAR. ltweh'POLES s+ 49" O/C GLEAN G M __ L D .�`�� 3/4" (NOM.) STUCCO OVER LATH d PAPER . O PACTED � �'; AROUND FIFE r''� � G r ►� � SAND FILL _ - CY ,F rrF 5�` IO�UI`1 d C� �'OI,iI`IOid . I O 114" GAP BETWEEN SNEATHIN5 4 S" MiN - DEEP J _ J CONCRETE FOOTING 0 GNASE - - r-----T7FICAL FOOTING - SEE~ 11572 3 TTPICAL FOt1NDATiON •. :''::.,,' �j • n < LOCATION AS,REQ'D TO I - .. I I FOR SIZE/REINFORCEr EN _ beta 115 SOI" c..(a r! t . �u00c�1, - GtZAL'i= �OOTIt��DEP�I-PIER I i I STATE G,F _r v CY:i1ll� Ir� f or other CSruCaI�� 0 STUCCO STOP it f� r / S/O. •�� \\\\ / ' � LIGHT COAT MASONRY "DREra5ltl!x TO FILL FILL VOID BETWEEN I��ic�K UTILITY CHASE ,,, �,nL BLOCK VOIDS AND/OR HONEYCOMB5 � UTILITY I TY c{ ASE ,,,, • VENt-ER t FOUNDATION _ vertical C�©1`15. .r 1 . I O WALL W T`i•,RTAR OR GROUT,FALL 501-ID FROM �' FOOTING TO UNDERSIDE Or ... .r, ,LRR�.r, -,� .* _,•� � �1 d`Or FLASHING o 4 � PLAN ISTUCCO DETAIL B Ic;K DETAIL F0UND 5��i r"i�5. • i� i� MOi�oLiYHlc FOUNDATION DET,�i Y LY6 Eiji WALL FOUNDATION DETAILS ET THESE DETAiI_5 ARE INTEPCNANn= E 1111TH T��E THESE DETAILS A; E INTEi;CNANGEABLE WITH THE - STUCCO ADDENDUM IC;K• ADDENDl�1M `� STEM U!A!~L5 FOG\DATION DETAILS, iiONOL ITH(C FOUNDATION DETAILS �c _j L OF - Si�EE 15 1857 I�59