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Forsyth Court 1849 1 Q 0 Esposito , r-- Cheek Z 0 0 LU Z Asoca Fire Resistance Ratings - ANSI/UL 263 U_ Inc . 0 Design No. 0336 B December 06, 1996 ATTACH 2" METAL TRAGK TO DECK PLYWOOD SHEATHING OF SEPARATION WALL Exposed to fire from separation Wall side only W W ArchitectsPRE-ENG WOOD ROOF TRU55E5 Nonbearing Wall Rating- 2 IIr V i Finish Rating- 120 Min 0 4540 Southside Blvd, C SEPARATION WALL: (Max Height - 44 ft) 1. Floor,Intermediate or Top Wall- 2 in, wide channel shaped with 1 in. long legs suite 502 � Jacksonville, FL 32216 LU formed from No. 25 MSG gals steel, secured with suitable fasteners spaced 24 in. OC. 2. Metal Studs - Steel members formed from No. 25 MSG gals steel having "H" -shaped (904) b41-15649 w I-- FLAME CONTROL" *1m-IO flanged spaced 24 in. OC; overall depth 2 in. and flange width 1-3/8 in. 0 NTUME5CENT COATING 3. Gypsum Board* -Two layers of I in, thick gypsum wallboard liner panels, supplied in �.%O''ill,M'''' Z SPRAY APPLIED TO UNDERSIDE of DECfCINCs AND nom 24 in. widths. Vertical edges of panels friction fitted into "H" -shaped studs. _ T 5 4'-m" MINIMUM CANADIAN GYPSUM COMPANY - Type SLX. r LU ��' RU55E HORIZONTAL DISTANCE FROM ALIGN TRUSSES (WITH INSIDE EDGE BOTH 51DE5 OF 5EPARATION OF FRAME WALL UNITED STATES GYPSUM CO - Type SLX WALL USG MEXICO S A DE C. V - Type SLX. PROTECTED WALL: (Bearing or Nonbearing Wall) FL Lic. No. AAOFJ02664 Q 4. Wood Studs -Nom 2 by 4 in. max spacing 24 in. OC. Studs cross braced at mid-height where necessary for clip attachment. Min 3/4 in, separation between wood framing and fire Fred R. Cheek I' separation wall. ccl or /2 TYPE G G rFISI Ii l WALL BOARD 5. Gypsum Board -Classified or Unclassified- Min 1/2 in. thick, 4 ft wide, applied either horizontally or vertically. Wallboard attached to studs with 1-1/4 in. long steel drywall R-30 FIBERGLA55 BATT IN51.4LATfON "THERt-1AFI5ER" INSULATION FIRE BLOCKING nails spaced 8 in. OC. Vertical joints located over studs, (Optional) Joints covered with -=_ A5 REa;IFIED paper tape and joint compound. Nail heads covered with joint compound. 6. Attachment Clips-Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in, and 2-1/4 in. � Ca 063" USG ALUMINUM ANGLE GLIPS - =- legs. Clips secured with Type S screws 3/8 in. long to "H" studs and with Type W screws 5PACED A5 REG2UIRED 1-1/4 in. long to wood framing through holes provided in clip, C� LL 6A. Clip placement(Item 6) for separation walls up to 23 ft high. Space clips a max of 10 ft -=--- OC vertically between wood framing and "H" studs. 6B. Clip placement(Item 6) for separation walls up to 44 ft high. Space clips as described 0 U � in Item 6A for upper 24 ft. Remaining wall area below requires clips spaced a max 5 ft OC WW vertically between wood framing and"Ii" studs. *Bearing the UL Classification Mark x W Lu � (L _ 6q Q U �- �� 111 CD 3 >EIE " 1i2GY'F51J"l WALL BOARD OVER T4 t Q U R-11/1g FIP1=RCsLA55 BATT INSULATION 2X 0251-F WOOD STUDS a16" O.C. I" AIR-SPACE, BOTH 51DE5 (3/4" MIN.) 4 5 � uo ATTACH 2" 1 IETAL TRACK TO CONC SLAB W/ "PASLODE" OR EQUIV ANCHORS 2X SILL PLATE W/ FOAM SILL SEAL at 24„ O.C. MAXIMUM _= 1 ACOU57ICAL 5EALANT, E30TH 5I1DE5 � CO 2' "U5G” H-5TUD ° 2x4 STUD WALL a 4 v 4 c VINYL 51DING OVER (f� v ° APPROVED HOUSE WRAP /n v5 Z EXTERIOR SHEATHING DATE: 12/`x/03 — OE SEPARATION WALL — �------------- - 2" 'USCF" C-RUNNER DFAWN: JAX oP SEPARATION WALL � i-Y x - � nA, CONCRETE GRADE BEAM E 0/4' MINIMUM) 15S1.1ED: 0 SEE FOUNDATION PLAN W 5ECT I ON A-A izEV15EDLU 1/2" GWB : W I" "USG" GYP5UM LINER PANEL W (SEE SEPARATION WALL DETAIL J TH15 SHEET) Q II I IIr2-,�_EXTF_ fR10fR INTEfR5ECTION N.T.S. V) rl--�SEf=AfRATION LUALL DETAL1 1 Q 9 9 0 Z 0 O • "LJ' COPYRIGHT 2003 E5POeITO, CHEEK 4 A550C., INC-, �E5IGNER HEREBY EXPRE55LY RE5ERVE5 H15 COPYRIGHT AND OTHER PROPERTY RIGHT5 IN THESE DRAWING5. THE5E PLAN5, DE51GN5 AND DRAWING5 ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORi"1 OR I`1ANNER LIHAT50EVER WITHOUT FIRST OBTAINING THE EXF'RE55 WRITTEN PERi-1155'ON AND CONSENT OF E5P051T0, CHEEK AND A550G., INC- NOR SHIALL THESE PLAN5 BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERF 115510N AND GON Q � 0 ❑ w NOTE= NOTEE FAN/LT COM15C INSTALL DOORBELLD (5WITCH TO OPERATE TRAN5FORr 1ER IN D Esposito , LT oNLY) NvAC CLOSET 3 SDRM MODE. 3 51DRM MODE ENTRY LEFT SEPARATION WALL ENTRY' RIGHT C Ne e k 0 ❑ I , I LU z 0� SOCa / 0- LL ELEGTfRICAL LEGEND I I 6.01 Inc . 0 L0 110 VOLT DUPLEX OUTLET-WALL 1"(OUNTED Q ❑ 110 VOLT 5PLIT DUPLEX OUTLET-5WITCHED L1J -- Architects 5:1Q9 110 VOLT DUPLEX OUTLET-WA,EATHER PROOF 110 VOLT aUADPLEX OUTLET-WALL t-IOUNTEDLU LT LT ' (PREWIRE FAN) (PREWIRE FAIN) I 4540 Southside Blvd, C 110V DUPLEX -C;FCI OUTLET 0 0 suite 502 � LT ►, LT Jacksonville, FL 32216 110V DUPLEX -GFCI OUTLET-5WITCHED (PREWIRE FAN) (PREWIRE FAN) �� , 1 ❑ (904) 641-6649 Uj 110V DUPLEX -AFCI OUTLET AWP IIOV DUPLEX -AFCI OUTLET-5WITCHED / \J J\ - - p, ,.., . ��"••war �. �0.> W 110 VOLT DUPLEX OUTLET-FLOOR 1 10LJNTED i Y r • 1 i O 220 VOLT OUTLET-WALL MOUNTED ( - j -- G . � r 0. TELEPHONE OUTLET ' . r, �, ,• � SWITCN h. z _ y r G c� 'AA cf 5WITCH-THREE WAY ,I 1 FL LIC• NO. 00,02b64' Q -_ - - - Fred R. Cheek C SWITCH-FOUR WAY _ ❑ - 5WITCN-Dlr'fr1ER T c�--1 PUSH BUTTON SWITCH DOOR BELL CHIr1E5 ------------ -- O O CABLE 7ELEV15ION OUTLET - / - I x ✓' 1 5D /'' x ... . Q ® 5PEA<F_R LOCATION j I LT Q sD I - - I I sr O y L T REWIRE FAN) I � LIGHT FIXTURE-CEILING r'10UNTED (PREWIRE FA - I =-t - t - - - i� - li r 1 _ J - 1r 1r /7 ' ��, ^1 LIGHT FIXTURE-WALL MOUNTED T �\ I - - - !`� j \ I j I , ' I (a � LIGHT FIXTURE-CEILING SUSPENDED // \� ( I 4 X W L LIGHT FIXTURE-CEILING RECESSED } I ® LIGHT FIXTURE-RECESSED EYEBALL m I I VJ - - _ - - _ - .� I u CEILINS FAN j _V_[� ---- O 5r10CE DETECTOR-CEILING r10UNTED 3 - _ 1r 1 r -- I 1 ~ ® EXHAUST FAN 1 u EXHAU5T FAN/LIGHT FIXTURE C01150LH / U FLOOD LIGHTS-DUAL HEAD / LT LT Cn cn (PREWIRE FAN) (PREWIRE FAN) �\ p[ J ELECTRIC 'ANEL / �\ /� �\ /0 \\ LL U STRUCTURED WIRING PANEL / \ NOTE- ALL WIRING IN / �/ \� �/ \� \ BEIDRDOMS TO 5E d) w LE QUICK D15CONNEC7 / ` ARG FAULT PROTECTED. m / /� J ' G � \ � PER NEC 2002 11� OKI 5EGURITY KEYPAD LOCATION � - II Wf,�...__ ❑J JUNCTION BOX LOCATION 0. FA FIXTURE ALLOWANCE • I'X4' FLUORESCENT LIGHT FIXTURE CEILING MOUNTEDI-_- --- - -- _.- - - _...._ _ V Joy#: 03415 z 2'x4' FLUORE5CENT LIGHT FIXTURE DATE: 12/9/03 CEILING r1OUNTED I I I DFALUDN, J>4X ISSUED: ❑ w W � izEU15ED: _ 01/P>5/O3 FL �— W J 5EPARATION WALL D EF Q Q o ELECTfRICAL f=LAN � �� II y � � � � II a z G0 C COPYRIGIHT 2003 E5P051TC, CHEEK 9 A550C., INC. 7E51GNER HEREBY EXFRE55LY RE5ERVE5 H15 COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWING5, THESE PLANS, DESISN5 AND DRAWINGS ARE NO'T TO 5E REPRODUCED, CHANGED OR COPIED IN ANY FORT-1 OR I-TANNER WHAT50EVER WITHOUT FIR5T 05TAINING THE EXPRE55 UURITTEN PERM15510N AND CONSENT OF E517051TO, CHEEK AND A550C., INC_ NOR SHALL THESE PLAN5 BE A554-xNED 70 ANY PARTY WITHOUT F1R5T 057AINING 5AID WRITTEN PERI"1155'ON AND CON ENT. i Qo a PLACE SHINCsLES DECK CLOSE TOGxETINEIR w PLACE SHIRA Sia" pUT DO N07 CrZOWD OVER SAVE AND RAKE EDG>=5 TO PROVIDE DRIP EDGE ALONG RAr-ES,CEMENT . 2' MIN SIDE LAP ALONG RAKE5,GEMENT SHINGxLE5 To UNDERLAYMENT ALONG RAKE PLACE DRIP EDGE 51-IING:LES TO UNDER LAT MENT AND EACH OTHER IN A AND EACH OTHER IN A 4' WIDTH OF ASPHALTEa% p^^it^ ON TOP OF UNDERLAYMEN7 4' WIDTH OF ASPWALT X PLASTID ROOF GEMENT TA LED s r- 36" WIpE UNDERLAYMENT INS L PLASTID RODF GEl"1EN7 WITHOUT WRINKLES. U5E ONLY ENOUGH �� NAIL5 TO HOLD UNDERLAYT'IENT IN � � LACE UNTIL COVERED 5Y SHINGLES z P ��� �`>� NON-GORRODINCx NON-CORRODING , T EAVE DRIP .� �� �� MTL SAVE 17RIf LACE 5HINGLES Na' C h e 0 OVER SAVE AND RAKE EDGE5 a� TRIM 6'-I' FROM i TO PROVIDE DRIP EDGE \ END OF FIR57 SHINCsLE ���� o W z 00 TRIM TABS ALL STARTER GOUR5E Assoc ®SHINGLES5TAFzTEF GOUPRSE FLAG 1�1NT 1/211 = 11 -OI1 F Iiz5T GOU1�5E FLAGF-t-IENT 1/2 " = 1 ' - LL. NON CORRODING SEPARATION WALLA METAL DRIP EDGE Inc . OC) U') 4' MIN END LAP 0 �- Uj ArchitectsALONGEAVES PLACEUNDERLAYMENt ON TOP OF METAL DRIP EDGE 1�1 NT 1 " 1 ' �� / LU2 _ � 4540 Southside Blvd. C 4:12 or GREATER 5LOPE Suite 502 Jacksonville fF,, 2216 p (904) 641-6649 LU A B o 5pst1-tQ2E--L Z LU ENTRY LEFT ENTRY LEFT `rs_ *•� r'. 111/2' to 121/2' to III to +f`•- r., . MOWN NOON = Now •...ra• rCl,, N r '-6 0• FL. Llc, No. AA0002564` Fred R. Cheek I • III 514INnLE NAILING 3 = 1 -0 I ' o IIr II �- L J i > — m WALL SHEATHING - i X „, L lEXTERIOR FIN15H OVER AIR INFILTRATION — BARRIER 5EE DETAIL) I, 'IIJ II - L 1"1ETAL FLASHING J F- , (NAIL TO ROOF DECK 1 NOT WALL 5HEATIHING) CAP 51-41NCxL.E - DO NOT NAIL t� INSTALL W171-4 ROOFz U- Chi TENT . U o U ROOF GEI"IENT R-30 BATT IN5ULA7ION (y (� 51-TINGLE FIBERCaLA55 5N41M E � ROOFIN(S OVER 1� � + J III � 12 15* FELT OVER T/Iv" 0513 SEE ELEV) OVER PRE-ENG WD TRU55E5 024" OC INSULATION BAFFLE III BETWEEN EA TRLa55 ZZ II r I r IICLIP 0 EA TRU55 KURR (SEE 5TRUGT. DW(Z'5) (2) 2x4/& PLATE *25YP JOB#: P>3415`1 z ALUMINUM DRIP OVER DATE: I2/9/D3 VINYL GLAD 2x(o FASCIA __ JAX FULL VENTED VINYL 5OFFIT /2" TYPE °C„ [] GYP BRD 0 CLG SET IN CI-aANNEL5 PER f S�uE�7 w i`1ANUF. 5PECIFICATION5 Cl7 1/2" GYP BD---�RI i�EV QED= W_ VINYL LAP 51DING Ol/05/O3 �'L i-- R-13 BATT IN5UL OvER TYVE< HOI-1EWRAP W OVER I/1F,' OSB OVER 2x4/(b 5PF STUDS 0 16" OCJ SEPARATION WALL Q D E F I I Q o fT 1 �= 11 - 01111 = I � II z 1 AN11 - 011 o 3/1 � - 1 � fRO0F FL 0 TSDEVER WITHOUT FIR57 OBTAINING THE EXPRE55 WRITTEN Pi=RM15510N AND CONSENT OF E5P051T0, GHIEEK AND A550G, INC- NOR SMALL THESE PLANS BE 4551CxNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERr115510N AND CONSENT. L GOPYRIE 2503 ESP05REBY EXPR!<56L0'7 RE EK ¢ A550G., INC. �E5IGNER HE ` RESERVES HP 15 GOYRICzHT AND OTHERPROPI=RT`T" RICsHTS IN tHESi= DRAWINGS. THIESE PLANS, DESICsNS AND DRAUIINIGS ARE NOT TO BE P.EPRODUGED, CHANGED OR COPIED IN ANY FORi`1 OR MANNER Q 0 r r LU OO � EspoI�o x , z 0 0 LU z Assoc . ® 0- ,- Inc . OR 0 LU Architect S o 0 4540 Southside Blvd. C gRG 8'-I�%' suite 502 MAIN Jacksonville, FL 32216 ----- (904) 641-6649 LU -- Ir-11 F0 VINYL WRAPPED Bi i 0 4x4 PT FOST _.. - (SEE DE DRIM � r FIN FLR MAIN VINYL 51 D ING FL Lic. No. AAC1002 4 Fred R. Cheek 0 LEFT SIDE VAT f Del 1 /411 = 11 - 011 • QL o �- IIL � u � W A ca � G B Xw tu � o 3 E DPF:t MODEL 3 BDRm 1'10D�� ENTRY RIGHT SEPARATION WALL ENTRY LEFT U 11.1 � CQ VINYL 51DING T - I u j to 12 LL� -- - 4 CB I_ m SRCx MAIN 8'-1 i8' cp - J05": 034157 Dz ATE: 12/9/03 -- _L7 JAX FIN FLR MAIN m -m _ C NICD: 155L1ED: 0 BREAK 51DINCz VINYL SIDING W at GENTERLINE V) REYI5ED: w 1 I I 01/05/03 RL U-1 J SEPARATION WALL U F ES, D 0 11 1 11 a z RF AfR ELEVATION 0 0 C) COf-`YRIGxHT 2003 E5P0570, CHEEK 4 A550C., INC. DE5iaNER HEREBY EXF'RE55LY RE5ERVE5 NIS COPYRIGHT AND OTHER PROF F-RTY RIGHT5 IN THE5E DRAUJINCs5, THE5E PLANS, DE51GN5 AND DRAllING5 ARE NOT TO 5E REPRODUCED, CHANGED OR GOP IED IN ANT fOR?1 OR MANNER UJHAT50EVER WITHOUT FIRST OSTAININC% THE EXPRE55 WRITTEN PERT-115510N AND CONSENT OF E5P051TO, CHEEK AND A550C., INC.- NOR 5HALL THE5E PLAN5 5E 455IGNED TO ANY PARTY WITHOUT FIR5T OBTAINING 5AID WRITTEN PERM15510N AND CON5ENT. Q � 0 a �.r.■ r W n Esposio 0 x ek z 0 a W z Assoc Isr)r'o ILL Inc . 0 a 0 W Architects a 4540 Southside Blvd. C BRCS MAIN suite 502 cn Jacksonville, FL 32216 a - (904) 641-6649 LU VINYL LURAPPED 8M -- © o z 4x4 PT POST W/ LU -. ... �� I Cn 1 - 1 FIN FLR _ MAIN m'-m" FL Lic. No. AA0002UA Q Fred R. Cheek a fRIGHT SIDE ELEVATION 1 /411 11 - 011 0 QC o �- LL � u � A B X LLI 3 5QRM MOPE 3 BDR"f 1' OF.)E } (4- ENTRY ENTRE" LE1=7 SEPARATION WALL ENTRY RIGHT � u � } uVINYL 51D1NCx o � _ LU 12 -- -_ U ° U _ LLI tY_ _. - BRC� MAIN 8'-I VINYL WRAPPED BM 4x4 PT P05T5 W/ APPLIED TRIM Joao.- 03415 (5EE DETAIL) V _ -- _. DATE, 12/9/03 DR X FI R _ m -0 CN�CD: Lv ISSUED: a BREAK 51DINCs VINYL 51DINC.s W at CENTERLINE � REVISED: W 01/05/03 RL I-- W J SEPW ARATION ,4LL Q D E F 0(n Q o FfRONT ELEVATION 1 /4 II � 11 - 011 z 0 a ) COPYRIGH7 2003 E5PO5170, CHEEK 4 A550C., INC. DE5IGNER HEREBY EXPRE55L1' RE5ERVE5 H15 COPYRiGHT AND OTHER PROPERTY RIC;HT5 IN THE5E DRAWING5. THESE PLANS, DE51GN5 AND DRAUUIN55 ARE NOT TO 5E REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER 'LUHAT50EVER WITHOUT FIR5T 05TAINING THE EXPRE55 WRITTEN PERM155`ON AND CON5ENT OF E517-051TO, CHEEK AND 45$OC., INC_ NOR SHALL THESE PLANS 5E A55ISNED TO ANY PARTY UJITHOU7 FIR57 OBTAINING 54D WRITTEN PERP115510N AND CON5ENT. _Q A B C LU 3 5DRM MODEL 3 BDRM MODEL n ENTRY LEFTSEPARATION LUALLoe 10 ENTRY RIGHT Esposito , 50'-4" r 25'-2' 25'-2" 11'-a 1/2' 2'-a" 10'-7 1/2" 10'-1 1/2" 2'-a" 11'-a 1/2" Cheek O 2" 2" (0'-0 1/2" 5'-8" 5'-2' 5'-5 1/2" 5'-5 1/2" 5 -2 5 -a" -0 1/2 H 10 Z 2 Assoc �- A9 I ® LL 3052 5H 3052 SH 3052 5H 3052 5H (6'-I&/2" HDR) (6'-10'i2° HDR) C6'-101/2" HDR) C6'-10�fT" HPR) Inc . 0 if --=E�=I �� W I � Archi U D � 0 WN R5 OWN R� 5ED #2 8' CLCD 8' CLCD 8' GLC: ' LU CP I a° 1\ I I , a 3 _C, i �' 4540 Southside Blvd" C 1 .3 -0 suite 502 2x4 02 5YP I �2 I� I Jacksonville, FL 32216 p 5. 4. 3'-3' 3'- /2•. 2' a 3' 3' 1'-4 1/2 2' 2 1'-4 1/2° 3 3 3'- 1/2" 3'-3' S'-4° (2) 2 x 10 02 5YP LU/ -- . I I (904) 641-6649 W i2' PLYWD FLITCH ` n~ cn / CONP7 MATCH TOP OF LUALLS a'-11%" �/ 408 1 I ���� \� _ — � � — — — — — — ll)5H (ISH — — — — — ' — LLJ R�5 � 2068 m m 2068 , - 2868 28ro8 SOFFIT (SEE 5oF1=1T DETAIL) 8' GLCs FL n � �- VINYL i=1NIaH BEAM - 5' 4' S'-1" r n cp I cp 5'-�" 5 411 5 � •. �_ .� I1. ' ALL EXF'OSE1] SURFACES ��, za6a I]1 I . B T �. ATN I]I 2afaa — _ �I -3 Iml a C N a' CLG ImI p I� sem, 2x6 TRIM W/ CHAMFER1=D 1=DCs1= 6� �q� — SIJ T45 INYL INY Td5 u4 — Jap4_1 WRAP COLUMN a MITER CORNERS HB r 4m6a 0� — In �Iz — �e 4068 HE3 w y"•p,..►v" ` (ROUTE INTERIOR SURFACE OF `� ISA ,tl, }- 1N1 I I ISe1 I� 4H1 ', TRIM 70 ACCOMMODATE P05T \WHA — - �r`. BASE ANCHOR) I i 1 o , I` 3 I i / FL LIC" No. AAaO©2564 — L_ — IJ — — 5To m Fred R. Cheek 9 L rJTOR. 2x� W L 2x6 WAIL 8' CLC% R45 � (3)SH (3J5H � RAS cb 1C1 e . 2868 - - - - IN 20F8 2065 IN - IN 2aro8 ' WRAP LUD POST W/ (2) r, 4008 - TNI 4068 - lx4 8 (2) Ixro WOOD 1 r21M � — 0 s 5ATH 02 Te5 I T45 5ATH � P 0 ? 4x4 WD P05T W/ P05T jy LL 6 a' CLCs BA5E d GAP ANCI�ORS �� (SEE ENC%) -�' �� �j � 'b � � VINYL VINYL '� - e - OHC O Q OHC oHC 0 0 CHC0 -- 2x8 TRIM W/ GHAf�F)=zED EDGE WR P D3 �, - - f - - - - IN ' f5E 1) m �, Q COLUMN 6 MITI<R CORNERS (ROUTE I I 1 � m L __ ' - � RANGE RANGE � - - -- J - al � INTERIOR SURFACE OF TRIM TO 8' CLCD REF REF 8' GLC N e e e'. ACCOM"IODATE POST 5A5E ANCHOR) W/ HOOD W/ (HOOD (•(1 _ - <TCHEN KITC�IEN m 4 Qa 4 . `� cv �! a' CLL a' CI-r% LL a FIN GRADE (VARIES) � � VINYL VINYL r 6� 51NK SINK X w L W - o � __ = _ _ _ _ _ _ _ _ _ _ = _ _ = = - - - _ _ A z 1 II _ I y II a"W BAR LEAF 8"W BAR LEAF O FOS I* DETAIL 0 at 42" AFF W/ at 42" AFF W/ ' 2x4 WALL BELOW 2x4 WALL BELOW a) n. uJ " 11 11 - p 10 -11 3 2' 10 -11 2 2" 10 -11' 3' 2 10 -11' Q - U cv LLI j Z _4 N 0 = ma)�Z' Df1� I1�C ' DINING; �e m > f � m 8' CLCD 13 u 4 L IV I NGS L IV I Nr-:z Ln FOYER g' CLCD S' CLCD FON FR a) /� + \ FL FL V V 1 (2)3052 5H I (2)3052 5H (6'-101/2" HDR) } I LD} (61-10/2 HDR) ff� Uj m IN e 114 fl- ENTRY 4 I 1 a e L (, M Nom 1 ,TRY 8 8 + L�►� lll I I 4x4 PT lyJ 4x4 PT 1 I +S' CLC% "' �p Q\"y P05T BM ABV 1POST BM ABV �, - - - � - _ - A5V - - -- f - - - 4052 5H 4052 5H - - - - - - IN ` (6'-10'%' 2" HB HB 2 � JOB#: 034151 DATE: 12/9/03 z TY1=1Q4L OF TLUO DR4LUN. JAx CNICp: C 9'-4" 2" 2" 9'-4" 5'-4" 5'-0" 5'-4" w 1st LEVEL LIVING: 1105 0 W LU 2nd LEVEL LIVING: NA REVISED:00 = 50'-4° OTHER N,4 01/05/03 RL F— LU TOTAL L I V INCs: 1105 ;P J SEPARATION WALL GARAGE: NA Q E F LANAI: NA D ENTRY. 52 43 Q STORAGE 27 O � TOTAL UNDER ROOF: , a4 � 3 # o 0 D COPYRIGHT 2503 E5F'O51T0, CHEEK t ASH15 INC. DESIGNER HERI=BY E$FC51TO, RI EE< 4ES H15 GOPYRICsHT AND OTHER PROPERTY RIGHTS IN 7HE5E DRAUJINGS. THESE PLANS, DE51CsN5 AND DRALUING5 ARE NOT TO BE R1=P20DUGED, GI-4ANC�1=D OR G01=IED IN AN7 �Oei"f OR f 1ANNER LUHAtSOEVER WITHOUT IR57 OBTAININCs THE EXfaiZl=95 WRITTEN PERT✓115510N AND CONSENT OF E5P051T0, G4IEEIC AND A550G, INC_ NOIR SHALL THESE PLANS BE ASSIGNED TO AN1' FART-T' WITHOUT =IR5T OBTAINING SAID WRITTEN PER!115510N AND CON ENT. 1 . ............. ........ ... l • Q 00 0 Uj 5LA5NOTES A B C .• 1. FOUNDATION IS DE5IC;NED FOR AN ASSUMED 4. HEIGHT OF ALL STEP-DOWNS SHOWN ON x MINIMUM BOIL BEARING PRE55URE OF DRAWINGS ARE MINIMUMS and MAY VERY 3 �Qop 2,500 PSF. It SHALL BE THE CONTRACTORS At BU LDE RS OPTION AS REQU RED 5r' 3 8DR"1 MO EL RESPON5I5ILITY TO vERIFY THAT THE 501L SITE CONDITIONS ENTRY LEFTENTRY RIGHT WILL SATISFACTORILY SUSTAIN THIS LOADING, SEPARATfON WALL 5- VERIFY LOCATION OF ALL PIPING and 2. (49 2500 PBI CONCRETE SLAB W/ 6x6 CONDUITS REQUIRED BELOW 5LAB. SEE C Ne.%..e k z 10/10 WWM OR (4') 2500 F'SI FISERMESH FLOOR PLAN FOR ALL PLUMBING FIXTURE CONCRETE BLAB OVER 6 ML POLY- LOCATIONS. ETHELENE VAPOR nARRIER OVER CLEAN LU LU COMPACTED TERMITE TREATED SOIL (TTP) 3. VERIFY LOCATION OF ALL INTERIOR LOADoe z BEARING PAR7ITION5 6U/ TRUSS ENGINEERING DRAWINGS and PROVIDE THICKENED SLAB AT ALL LOCATIONS (SEE DETAIL) 25'-2" C 25'-2° oe AsSoc . ,r,1IN11`1UM STEP DN DISTANCE LL- DETAIL/SECTION NUMBER 4' DENOTES-STi*P DN OR RECE65 IN CONC SLAB o DETAIL PAGInc .E NU1`1BER LO O 12ENOTE5-51-OPE GONG SLAB 1/5' PER Ft (MIN) Architect.. w L-j -0'-011e 4540 Southside Blvd, C suite 502 to Jacks0o4nvi1-bb4921b v0 LU 0 So% LU z C/) PROVIDE PVG CONDUIT PROVIDE PVG GONDUIT- � r �n IHU A5 GZ TO 4PU A5 REQ I _ ; ♦� TDA RE � � -��`' . � � V F I I SLP e .�'--.; a . , e,'. z LI ♦ FL Lic. No. AAOOC�2564 �45 � 4* "B �^ Fred R. Cheek � (� SLP SLP 0 - 0) NOTE !I! r ROOF TRU55 ENGINEERING WA5 NOT AVAILASLE I r RIOR TO ISSUANCE OF THESE CONSTRUCTION PRAWING8. VERIFY INTERIOR ROOF TRU55 I I U SEARING WITH THE ROOF TRUSS ENGINEERING 1 4 �3 PROPUCE17 SPECIFICALLY FOR THI5 PROJECT. C11 j X w L 2, U o 2, 1D'-4' lm'-4, UCo U (P lt`�IN) LO • H� NB JOB#: 03�1�-1 CD DATE: 12/9/03 z 2D»ALUN: JAX 2 GNICD: 10'-51 f SSUE D LU 25'_4° 25'-4" W REVISED: _ 01/05/03 RLF— LU /Q SEPARAT(ON WALL U D E FA o 1 /x' 11 = 11 . 011 z Ol�1�D � f Oil FLAN. 9 0 ARGNITEGTURAL 1~'10NOLITNIG � • GOPYRiHE 2003 ESPOSI L'T CHEEK Y A560C., INC. DESIGNER HI=REPaY EXPRESSLY RESERVES HIS GOPYRICsHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT t0 BE REPRODUCED, CHANGED OR COPIED IN ANY FOf�I"i OR ("TANNER WHATSOEVER WITHOUT FIRST OBTAININCx THE EXPRESS WRITTEN PERM15S10N AND CONSENT OF ESP051T0, CHEEK AND A550C., INC.. NOR SHALL THESE PLANS BE ASSIGNED 70 ANY PARTY WITHOUT FIRST OBTAINING RAID WRITTEN PER!`115510N AND CONSENT. � I, 1 Q 0 � o 71 LU n Esposito , z 0 Q e eIFr a n c i s V I PLU ! ... z '0 Assoc .......... . Inc . 80 1849= 1851 Forsyth ac sonvl a eac 4- U 0 Architects LU tyqDu val Coun o * da 4540 Southside Blvd. a l suite 502 va Jacksonville, FL 32216 le (904) 641 rW9 LU 11 City of Atlantic Ria-ch O planning and Zoning Department t%jil 41104,' This approval verifas compliance with anpFcahle zoning suhdI inn and other rc,, I i.r •' � "; . + w develci nrt !P l G „ but coe no r ).��� � �,A •.a a por,v r io, the ssuance at pe nits C or K a � Q1 ,r ��', -J r.� Bu!1-rlrlg Code and ail of a local, .'tale anedera' pfrmlttn If arrax,� y. >>r Ute of thr Crl n+ �. Drawing Index must verified b q ! 't w + . Beach Bull'i'ng c)-- Building pr or to Ite . noe of a M 1 *I BUIILdif1Q F'Cfn'j7� Approved By: ZGiG(ir • r.� R. v ry rntpu ev,�lc rant DirectorK -I .� „ rSht No Drawing TitleDate: r „� o , a e o , _ Al Title/Index FL Lic. No. AAC00'2564 A2 Architectural Foundation Plan Fred R. Cheek ❑ A3 1st Level Floor Plan 0 A4 Not Used A5 Building Elevations A6 Building Elevations A7 Roof Plan 0 A8 1st Level Electrical Plan n � A9 Construction Details U •q W fQ X W L W � o Summary zA ���V�AT 0N5 Building Code PROJECT ABv AaovE F L R FLOOR sDLTs SIDE LIGHTS GODS ENFORCEMENT JURISDICTION: DUYAL COUNTY � AC AIR CONDITIONED I=F' FIREPLACE SGD SLIDING GLASS DOOR AFF A50VE FINISHED FLOOR FR FRENCH DOOR($) SH (2) SHELvE5 ((ZANITY) ZONING CODE:THE PROP05ED STRUCTURE COMPLIE5 WITH THE REOL1IREh''IENT5 OF CHAPTER &5(b, ZONINGS CODE FOR U x, AI-4U AIR HANDLER UNIT FxD FIXED 5HWR SHOWER REDE 511NTIAL D15TRICT5, INCLUDINGx 11AXII`IUi-1 BUILD)Mz HEIGz 4T OF THY IRTFIVE FEET (35'). SLK BLOCK FXT FIXTURE T.B. TOWEL BAR Duval Count Ind Speed "'Jones - q CABS CABINETS �sLS GLA55 T_P.N. TOILET PAPER HOLDER � '�(!� � (,,,,,, CLG CEILING HB H05E 518 ts5 TU5 and 5NOUER ZONING CLA551FICATION: _ �A ; r o s� CHR CHAIR RAIL KS KNEE SPACE TEMP TEMPERED -'"�..,r . h. coFF COFFERED LAv LAVATORY TR TRANSOM WIND ZONE: I 1105 MPH1 11 0 MPH I15 MPH 119 MPH 120 MPH (WIND-BORNE DE5R15) 1 COL GOLUi iN Lt LAUNDRY TUB VOL VOLUME Francs Cov ` 1 GOh f COh1PRE550R MR5L MARLLE wC WATER CLCeET v CRN MLD CROWN MOULDING MG MFDICINE CABINET WD WOOD FLORIDA BUILDING CODE:2001 EDITION FLORIDA BUILDING CODE - FUEL GAS: 2001 EDITION r � GvAc CENTRAL vacuum sYsrEM h IR MIRROR wH watERHEATER FLORIDA BUILDING: CODE - PLUM5ING:2001 EDITION NATIONAL ELECTRICAL CODE: 2000 EDITION ” �' ���.p a ((� � t h'ITL METAL WNCT WAINSCOT £ 1[ DDB. DOUHLE i i l Tffid Ltttd %7346KdIlIC { Acs DI46oN4L off OVERHEAD Ws WATER SOFTENER FLORIDA BUILDINGS CODE - MECHANICAL: 2001 EDITION FLORIDA FIRE PREVENTION CODE: EDITION at db DR DOOR OF-NG OFENINCs WASH WASHER DRY DRYER OPT OPTIONAL 468EM5 �! DW DISHWASHER R45 CLOTHE5 ROD and SHELF LY BUSINESS EDUCATIONAL I EB EYEBROW REF REFRIGERATOR MECANTILE RESIDENTIAL FACTORY INDUSTRIAL P� FLOOR LINE (MAT. CHANGE) S.D. SCAT` DISH UCCUpanCy rnr;gsubg `h I`f t ?. LLI Classification INSTITUTIONAL (UNREST) INSTITUTIONAL (REST) STORAGE ( g � x 5 / i f a r:'JJ HAZARDOUS MIXED OCCUPANCY �• N/A Z ... i s L N J � Roos 455EM5LY w (PER PBS I04.2.1.1) F. INDICATE5 PRIMARY OCCUPANCY, 5: INDICATES SECONDARY OCCUPANCY TYPE I V (P) TYPE V (UP) ` TYPE I 'fix .. "" ,: '.i. : rY ROOFING 5`r`5TEM: 45PHAL7 5HINC;LE OVER HICKr'' SLOPE ROOF (4:12 OR GREATER. w s �G Construction TYPE I I TYPE IV (UP) TYPE VI (P) 'r �`� _ � ' �f} TYPE III TYPE V (P) TYPE VI (UP) MATERIAL: rIBERCsLA55 REiNi~ORGED HVY WT ASPHALT ROOF SHINCxLE �..... .. � &^ W/ ONE LAYER OF UNDERLAYI"IrNT 1<ELT, Type MIXED GONSTRLICTION �� A 5 ;: ��h`; " `" i '1 $11:x ' _" ( ` " w°;' fJ7 P: INDICATE5 PRII`1ARY CONSTRUCTION, 5: INDICATE5 SECONDARY GON5TRUCTION s; x p ti " JOBS 03415-1 FASTENING REQ.: FOUR (4) ROOFING NAILS EACH SHINGLE, PER 5HINGLE d. x s'p � ,� Z YES NO FIRE DISTRICT: YES ND z { _ 1'IANUFACTURERS WRITTEN 5PECIFIGATIONS SPRINKLED: F :, DATE: 12/x/03 Building Height APPROX HEIGHT AFG: I�'-d" MEAN ROOF HEIGHT AFF: 13'-8` y OCCUPANT LOAD: NA MIN EXITS: NA MAX DISTANCE: NA "' s �" P P O v BEACH D R 4IUN. J x FLASHING: REQ.: GORR0510N RESISTANT 1"1E7AL FLASHINCxS INSTALLED FIRST FLOOR A/C: 2,210 - ; PER DETAILS, SEE 5HEE7 EfGHT (5). Building Area SECOND FLOOR A/C: NA OCCUPANT LOAD: NA MIN EXITS: NA MAX DISTANCE: NA y `� r � Cl1Y��IF TDING Frac.. CHi<D: WIND RESISTANCE RATING: 110 1"IPH OR CxREATER, A5 PER ASTM D 31ro1 (C"IODIFIED). TOTAL A/C: 22100 OCCUPANT LOAD: NA MIN EXITS: NA MAX D15TANCE: NA i� �Q 1�5UED: LU0 GARAGE: NA LANAI/PORCH: LU NA ,� RE�/15ED: w ENTRY: Imo TOTAL UNDER ROOF: 2,3&2:: Lot Area GROSS AREA: 000000 d a UJ I�lEl ZONE LOGA I ION M4itf= NT5.Fv-7 PROJECT LIES IN IHE 1201"iPH ZONE. � Q 0 Z 0 ' U GOi�YRIGHT 2003 ESfOO5170, CHEEK t A550C., INC. DE51GNER HEREBY EXPRESSLY RESERVES HIS COPI'RICaHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE PLAN5, DE51raN5 AND DRAllING5 ARE NOT TO BE REPRODUCED, CHIANGED OR COPIED IN ANI` FOR1"1 OR MANNER WHAT50EVER WITHOUT FIR5T OBTAINING THE EXPRF-55 WRITTEN PER?'115510N AND CON5ENT OF E51"051TC, GI-lEE< AND A550C., INC- NOR SHALL THESE PLANS PE A55IGNF-D TO ANY PARTY WITHOUT FIRST OBTAINING SAID UJRITTEN FERM155ION AND CONSENT. l THIS DOCUMENT 15 AN u W W N5TRU1`"ENT 01= Q ENCxINEER'5 5ERVIGE n Ld FOR OTHERS FOR CON- u!1 1 5TRUCTION OF PROJECT 911 '� (X 45 TITLED BELOW. Z }- NFORMATION DERIVETP + Q Z FROM T45 IN5TRUMENT F CAN NOT BE USED FOR �, �1 N OTHER WORK5 UNLESS L) z w w s U 4UTIH0RIZED 5Tr THE 1 ENGINEER WITHIDUT NFRINGEI TENT OF LEGAL U Q WRICzNTS. p Q TWO � z _1 w W � ;'RE1 DESCRIPTION ui F � � Q � � D 1 _ - p -ALU - LU op zp0L 4 - W LU m , te 25'-2" 25'-2" Q ca � , LU 0 0 s w o2n � U p N SW 5W 5W 5W SW - - __ - .- - - .__ - - -._ - - - - -._.. T - - - � r - - -- - - - - - - - � � _ _ - - __ � � � 1 c0 I I I Buildws - I ep p 111'. i L � � z ° X FirstSource i all e„ 5T2 I 5T2 ail _ �p Ll p - K 111 of�Jacksonville l N I )41I l cv 0 [Ll m (a �, .. ., q-, f ••�, �' ----�- -- 6550 foosevelt Blvd. C. r' con Jacksonville, FIL 32244 C() - a Tel 904.772-6100 rf ••• � TO AHU A3 Q F1wVID3 PVC ult PLOT I AHU AS RE u17\♦10 - u m m 0 4" CONC ••• ♦♦ �4` CON Q 5L45 `.• ♦�' I SLA3 r- -r n-1 -i 0 ti X Fax 904.3172835 criIdN J •• i ♦♦♦ � t II I II i I � � # ~ 3 • ♦ - I I I ' I I I I cv u Z i 4" SONS � i�w I I I I 4.. GONC 0 I �_-_� L.._ ,__L -.. .. rI ... _J ---y < 5LAB I I I I SLAB m _ A 7 �t CIAI I 00 x x z r V x p r-----� r . Q e V A w U4 4 CONC, 6x6 10/110 WM OR W/ 4" GONG, 5LAB REINFORCED W/ I ___-- III_-_ 0_0 _ -- I -____. © w U4 EITHER 6x6 10/10 WWM OR F15E,Rt'E5H ON 6 MIL VAPOR � FIBERI`1EBH ON 6 t'1!L VAPOR � �-----a �- � � ..� L-----J LU BARR''ER OVER TERMITE TREATED, BARRIER OVER TERMITE TRE,4TED, CL E,4N, COMPACTED FILL. 1 CLEAN, COMPACTED FILL. 5T2 VI u u u X � � vl 0 1 � - - T X .'�.= `.$..OP . ... =a C V I I I I (2)HHS T03 TO TOP fE w/ r- I �_1100D*T1e RODS a 4' O/C. (2) H8'S g T03 TO TOP fE w/ r AT O ENINGS USE (2) wOOD*Tis RODS 0 4' 0/r-. 2 I MT51215 T03 TO ;-',DK AT MT 1 5�w T03 O HDR. VI V u r - 8/1rD STz I 8/'IGS I _ -_ X o o vl V N � V 5T2 572 I _ - X I I I m 2' (2nxa-v� (ZnxB-1/3 ycD R� 1 - NV- l \ (�� 572 - - VI u m g ! � -- - - -;� - � � 572 r .._ _ ...._ .- � ..,....� W � u Iii-. 1 7 _ „ r 8/10 0 8/10 I N I,,,,, �\ (2) HS'S 702 TO TOP fE w/ (2) H85 Trd2 TO TOP tE w/ I x XI Q 5Tz 4 CONC 4 CONC 5T2 1 \ WaoD*Tra RODS 0 4 O/C. UJOOD*Tis ROD5 0 4 O/C, I X v - N p 5LAB BT2 5T2 I 5-.453 �+ At OPENING5 USE (2) AT OPENINCs6 USE (2) © = V N L D �l - v - J L - - _ - - _ .- _ - - _ � � _ _ _ _ - _ _ _ - � L - __�_ � - � � �' MT512'5aT02TOHrR MT51a'S � TQZTOHDrz � C544aGOL.5ASE I ; � � p - I c344 COL. BASE U o I'd 1i IEGGLL COL. TOP -_EGCLL m GOL- TOF2 I Q cp _- _ -- y F N 1 ` --------------- __ _[i + t 2© X20 07 �.�// 1 TT(2>1X10 U 0 11 Z -- 2-"4'S BOTH N9 2-04'5 BOTH (ZJZx10 5W2 HO SW2 5 L2 �__ 9 Z z C) p WAl'5 (TTP) -JAYS (TYP) (2)M5TA2415 0 END OF l'� U W 9 _ Imo'-6" 111'-10° 14'-IP" IP�'•6" (2)I MSTA24'5 P END OF Z p IJ- �/ cn 2XI2 HEADER. 2X12 HEADER 00 Z Gtu LL i � s� m LU z 0 (y I(1(�1 CCi C� 25'-�" 29 -4" CITY CFATLAoNTIC E_AG'A 1 `_ llUl 11 BUfLDIfNG &ZC:f�INC Z �� I � Z • L04 `i z DRAWN BER �"ice , � � k -, 3 501-51, 0 � CHECKED LAP 3Y: �. U z aGALE 3/16 p 3 - -� DATE 1-26-04 STRUCTURAL ENGINEERING FOR U5E WITH >JOB NO. J(OrP202 TRU55E5 BY BUILDERS FIRST 50URCE. ILSQ.FT- 23ro8 END ZONE PRES5URE5 - w 1-15T'A SERIES 5TIRAP5 CANNOT BE TWI5TED, THEY coMraov Ts * cLaao N� r ssufe s • lx rasp = Lk e��`r ,�,: MA'r BE 4FFLIED FLAT AND/OR BENT TO af=v'� ENS-ZONFEa N7ERIOR-ZONE6 r sinal CDI�IFORM/ACGOMMODA7E REQUIRED aroma % Q ensiVo.�314�:j APPLICATIONS, BUT THE Y MUST NOT BE TWISTED. a- ►- v 7)-20 of 41.rn 59,9 47.ro 50.1 L-! j'� V E USE MTS- or HT5-5ERfE5 "TWISTED STRAPS" AT 50 of 45.5 56.8 45.5 49.1 v •1 e;l a' sv c'i PAD FOOTiNC.5 UP TO 3011x30" 5;40WN AT THE FOUNDATION-�DCzE h-1AY BE OMITTED IF A STEM-WALL FOUNDATION 15 USED IN LiEJ OF A P10NOLIT�41C FOUNDATION. PAD FOOT IN G5 LARGER THAN 30"x30' ARE RSQU RED WITH EITHER A STEM-WALL OR MONOLM-ic APPLICATiON5 WHERE TWISTED STRAPS, ARE 50.100 of 440 52.5 44.0 4T.0 /// ;� Ja o'F' Ile,•�4f iFOUNDATION. ADDITIONALLY, WHEN A PAD FOOTING 15 RFQUIREp WITH A STEM WALL FOUNDATION Ce 30"x30") IT NEED ONLY 31~ PLACF_D EITHI=R 5ELaW-GRADE FOOTING OR IN THE 5LA5, BUT NOT IN 30TH LOCATIONS UNLE55 SPEGIFICAL LY NOTED A5 SUCH, REC,�UIREp, 1 11 Q 7 100 of 42.0 49,7 42,0 45.5 (, �✓ `�1>>mber p0,,�$�[{�' 120mph,Z51Ce,BE5CsCp4 X 'a 30' f 11e`! �•7 WooD*T1� LEGEND PLAN NOTES CONNECTIONSW '�,�;;...,.�-� NOTE THAT CERTAIN WOOD*Tie RODS MAY BE DELETED FROM THIS PROJECT BASED ON THE FOLLOWING: NON-LOAD BEARING�s WALLS 1) SEE BHEETS 5T1 AND 5T2 FOR ADDITIDN4I.L STRUCTURAL NOTES AND CONNECTOR METHOD OF ,4TTAC1-4MFNT END-ZONE COMPONENTS THAT ARE NOT A SHEAR-WALL DO NOT REQUIRE 'WOOD*Tie ROD IN5TALLATION. WALL 5 THAT HAVE BECOME LOAD BERING OR IEXi5TING (2) 2xro-1 / 2 HEADER/BEAM GALL-OUT DETAILS• 1 CLADDING PRE55JRE5 APPL1" M5TA18 (14) .©d GommorsJtotal. LOAD BEARING WALL5 WITH 4DDI71ONAL LOADING MU57 HAVE WOOD*Tie RODS IN57AL LED 45 FOL LOW'5: � NIUMB_ r 21 TH15 DRAWINCs CONTAINS SPECIFIC INFORMATION, INCNLUD!N�TBUT NOT M6TA24 (1(0) iod Commors/TOtal. 4 -� „a o, TO WINDOWS DOORS IN SHEET _.-- _- -_-- __-- NUMBER OF JAC< ST DS EACH 5 DE OF OPENING PIROVIDED BR OTHERS BUI IS DERS F RST 50URC=C�417ECTURAL =1 Et�ENT5 AND NO FJA.►K50NV E, INC " -' T CsH O/G WOOD*Tie ROD TOL M5T48 (48) l0dxl-1/2 /Tota.. LIGHTED AREAS - 7YP. ��RAI�G S L r L L E X DIMEN5 ON ILLU57RATE5 i�ODF 7RL. SS L.iF LIFT (L.85) 1000D*Tie i�ODCS) G51ra (28) ad or (22) lOd CommorslTotal- EXTERIOR SIZE OF HEADER MATERIAL DESIGN CENTER lBFSDC) 15 NOT RESPONSIBLE 1=OR THE AGCURAGl OF -- THE MEA5UR_McNT OFF THE --� **TOLERANCES a0-10©m ROD(5) a 4' O/G (INTERIOR) Or ro' O/G (EXTERIOR). NUMBER OF PLIES IN HEADER TH15 INFORI"1ATiON PROVIDED BY 4N"r OTHER SOURCE. 5PH4/ro/S (12) 1G dx1-112". CORNER OF CORNER OF THE HOU5E WHERE XSHOULD NOT i 3) ALL REQ'D BEARING LENGTHS SHOWN ON TJ-BEAM 50FTWARE OUTPUT MT5'2 (14) 10d Commors or 10bxl-1/2"/Total. 7 7 WOCI_201ro ADD (1) ROD ADJACENT TO TRU55, 3 _m" 3'-O" O'�RRIDE ALL EXTERIOR HEADERS (2)2x6-I/2 UNLE55 NOTED OTHERWI5E HOUSE END-SONE (NOT INT-_ONE) HAVE BEEN GON5!DERED IN THE DF-51GN OF TI-415 STRLCS%RE THROUGH A HT52m (20) 10d Gommor4l or (24) 10dx1-1/2"/Total. (TVP) PRE55UR?=5 5H0'JLD BE U5ED. - 0201"1 4 GREATER CONSUL T DESIGN CENTER. ! INT RiOR WOOD*TIE .ALL INTERIOR HEAD>ER5 (2)Zx6 vi UNL E55 NOTED OTHERWISE DE51GN BEr4RING VALUE ADJU5TMENT AND/OR THE 'ADDITION OF BEARING L.G�cT2 (14) !6d 5irlcera/Edch to Truss and atud GoIjirn. - GUIDELINES PROPERL'I' RATED OPEN WEB TRU55 HEADER MA'T' BE U5ED BL OS<a, MCAT (22) l0d Commons to 'Wood Meinber - 5/8" diametsr or Larger 7hreaded Rod per AGoomparyirg i WOOD*7!e ROD LOCATION. OUTLINED IN LIEU OF 5PECIFIED HEADER Note on Page 51., X 0� � � X 2'-0'' 21-0'' BEL OW HGT-2/3 5/8" diameter or Larger Threaded Rod per Accofr ar in Note or Pa e 51. <- � _ .4NY HEADER MAY BE REPLACED WITH OHI; OF GR_.4TER DEPTH DESIGN LOADSp ro y' g g RODS LOCATIONS ARE FOR DEMONSTRATION PURPOSES, ONLY AND DO NOT REFLECT AN EXACT ROD LOGATIOh!• UNLE55 NOTED A. GRAVIT7' 1 04ns: HGT-4 5/6" diameter or Larger Threaded Rod per fi:ooanparyirg Note or Page 51, 3. LATERA OAD5: OTHERWI5E PROPER O/G SPAGINC� (4-0" INTERIOR, 6'-J" EXTERIOR) SHOULD BE FOLLOWED. IN ADDITION, RODS 5HOULD BE LOCATED AT 5W" 6HEAR'WALL SEGMENT - REFER TO DETAIL F/5T1 AND/CR D/571 ROOF LOAD TOP GHCRD...LL=2mP5F DL=7P5F WIND L0,,4D - 120 MPH HTT15 NotCa) o 5ir,kers 1. Wood Member - ✓/S" dimaeter or Larger Threaded Rod per ficcomparyirg n(- BOT GHGRD .LI-=1©P5F DL=5P5F Note on Pa a 51. CORNER'S, PLATE HEICxHT CHANGES AND AT EACH END OF E>`-,...H SHEAR WAL� (UNLE55 REPLACED WITH APPRO>lED HOLD-DOWNS PER SEISMIC ZONE - 1 g DETAIL E/571). RODS SHOWN IN CORNER5 MAY BE LOCATED TO EITHER 5"DE (WITHIN 4") OF PROPERLY CON5TRUCTED CORNER POST OR X APPROXIMATE WOOD*Tie LOCATION FLOOR LOAD DL=15 PAF HTT22 (32) !rod Sinkers to Wood Member - 5/5" dimaeter or Larger Threao'ed Rod per Accomparyirg -' 5EE LLOOD,Tia 5ECTION LL=40 P5F Nota on Page 51. OTHER 50LID FRAMING. uild�r w�-B" &r � uild�r s - s u11der �� Builders u�ld�r ;� wilder � ��,, v � buil l� F°� w s 11 tet, 1110-w w, FirstSource F1 'Pl ,FirstSource WV�/V .. �FirstSourcertr' �FirstSourcerV'VVYv ;, .�FirstSourcew00L� r" . ,�FirstSource w ,�FirstSource 1.�1�V P L O T P L A N LOT 7, FRANCIS COVE THREE, AS RECORDED IN PLAT BOOK PAGES AND OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. N89'26'40"E 84.42' �o .! 20' BUILDING RESTRICTION LINE 7,5' BUILDING RESTRICTION LINE 1" � 25.33' � 25.33' 7.5' G ► r ► D ► All. FFE=�13.20 re) pdo PROPOSED ;RESIDENCE O 25.33' 25.33' W 7.5 - 7.5' CV <? 0, &UILDING RES�ICTIp L N�_ � N 0 �0�� 0 7.5' JEA ELECTRIC EASEMENT i ARC 73.87' 11 .53 CHORD 67.33' N62'21 '03"W RADIUS 50.00' 0 0 � 0 NOTES; 1 THIS IS A MAP ONLY. BOUNDARY DATA AS PER PLAT. SCALE: 1" = 20' BOATWRIGHT LAND SURVEYORS, INC. DRAWN BY: Mcc 1500 ROBERTS DRIVE DATE: DECEMBER 15, 2003 FILE #: 2003-1497-2 JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET i OF MAP SHOWING SURVEY OF: THE EAST 32.20 FEET OF LOT 7, FRANCIS COVE THREE, AS RECORDED IN PLAT BOOK 56, PAGE 26 AND 26A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA OFFICIAL RECORDS VOLUME 5957 PAGE 1055 N89"26'40"E 32.20'\ N89 26 40 E 52.22 , 1 x SET 1/2" IRON G'51 6' WOOD FENCE PIPE (LB 3572) 6' WOOD FENCE FOUND 1/2" IRON SET 1/2" IRON PIPE (LB 3672) PIPE (LB 3672) LOT 7 EXCEPT THE EAST 32.20 FEET EAST 32.20 FEET OF LOT 7 20' BUILDING RESTRICTION UNE \ \ 7CRE-'rl 25.3' (D 25.4' 6.8' CONCRETE ❑ N _j Lir ` A/C PAD L-I "� A/C PAD II <� z ? w. r- LC) � O F N p or- ¢¢{ Z z Ev LOT 6 \ a � 4 w (p� a �ouj x o w x 0 L1J LOT 8 Q Of� CV N, m COVERED Of 9 6 10,3' ENTRANCE Z ENTRANCE 1o.3' 7.0' \ nLn 15.0' 15.0' � \CONCR TE CL--A SO 0 CLEAN- Az OUT CONGRETE w Q R zp• ALK z V) CC CONCRETE p NE DRIVE N �' FOUND 1/2" IRON N Z� PIPE (LB 3672) — CO CLEAN OUTm�O�� � �E r O�Q�^ DISK CCB S/ 'k koro nV �Y SET MAG NAIL & DISK (LB 3672) 05 SET MAG NAIL & J• �(V DISK (LB 3672) y71) Qi IVc� �� , Qj rzz te. NOTES: 1. THIS IS A BOUNDARY SURVEY. O 2. BEARINGS BASED ON SOUTHWESTERLY LINE OF LOT 7 BEING N14'40'30"W PER PLAT. 3, THERE ARE BUILDING RESTRICTION LINES AS SHOWN PER PLAT. 4. BENCH MARK USED IS FOUND NAIL IN NORTH SIDE OF THIS SURVEY WAS MADE FOR THE BENEFIT OF OAK TREE ON LOT 2. ELEVATION=16.20 (NGVD 1929). DARLENE BOWENS; BEACHES HABITAT; THE PROPERTY SHOWN HEREON LIES IN FLOOD ATTORNEYS' TITLE INSURANCE FUND, INC.; AND ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD DONAHOO, BALL & MCMENAMY; P.A. PLAIN) AS DETERMINED FROM THE FLOOD � r. INSURANCE RATE MAP, COMMUNITY PANEL •',. '�� ► ► w . NUMBER 120075 0001 D, REVISED APRIL 17, 1989 FOR ATLANTIC BEACH, FLORIDA. NOT VALID WITHOUT THE SIGNATURE AND THE revised 11/2/04 to show D W BOATI(xRIGHT, ' 'P. .M. , ORIGINAL RAISED SEAL OF A FLORIDA LICENSED correct address FLORIDA LIC. SURVEYQq nd MAPPER No. LS 3295 SURVEYOR AND MAPPER,' FLORIDA LIC. SURVEYING 4 MAPPING BUSINESS No. LB 3672 CHECKED BOATWRIGHT LAND SURVEYORS INC. DATE: DRAWN BY:: JCJ � OCTOBER 19, 2004 FILE: 2004-1465 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-5550 SHEET 1 OF 1 I