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FORSYTH 1849 _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$FC51TO, RI EE< 4ES H15 GOPYRICsHT AND OTHER PROPERTY RIGHTS IN 7HE5E DRAUJINGS. THESE PLANS, DE51CsN5 AND DRALUING5 ARE NOT TO BE R1=P20DUGED, GI-4ANC�1=D OR G01=IED IN AN7 �Oei"f OR f 1ANNER LUHAtSOEVER WITHOUT IR57 OBTAININCs THE EXfaiZl=95 WRITTEN PERT✓115510N AND CONSENT OF E5P051T0, G4IEEIC AND A550G, INC_ NOIR SHALL THESE PLANS BE ASSIGNED TO AN1' FART-T' WITHOUT =IR5T OBTAINING SAID WRITTEN PER!115510N AND CON ENT. 1 Q � 0 a �.r.■ r W n Esposio 0 x ek z 0 a W z Assoc Isr)r'o ILL Inc . 0 a 0 W Architects a 4540 Southside Blvd. C BRCS MAIN suite 502 cn Jacksonville, FL 32216 a - (904) 641-6649 LU VINYL LURAPPED 8M -- © o z 4x4 PT POST W/ LU -. ... �� I Cn 1 - 1 FIN FLR _ MAIN m'-m" FL Lic. No. AA0002UA Q Fred R. Cheek a fRIGHT SIDE ELEVATION 1 /411 11 - 011 0 QC o �- LL � u � A B X LLI 3 5QRM MOPE 3 BDR"f 1' OF.)E } (4- ENTRY ENTRE" LE1=7 SEPARATION WALL ENTRY RIGHT � u � } uVINYL 51D1NCx o � _ LU 12 -- -_ U ° U _ LLI tY_ _. - BRC� MAIN 8'-I VINYL WRAPPED BM 4x4 PT P05T5 W/ APPLIED TRIM Joao.- 03415 (5EE DETAIL) V _ -- _. DATE, 12/9/03 DR X FI R _ m -0 CN�CD: Lv ISSUED: a BREAK 51DINCs VINYL 51DINC.s W at CENTERLINE � REVISED: W 01/05/03 RL I-- W J SEPW ARATION ,4LL Q D E F 0(n Q o FfRONT ELEVATION 1 /4 II � 11 - 011 z 0 a ) COPYRIGH7 2003 E5PO5170, CHEEK 4 A550C., INC. DE5IGNER HEREBY EXPRE55L1' RE5ERVE5 H15 COPYRiGHT AND OTHER PROPERTY RIC;HT5 IN THE5E DRAWING5. THESE PLANS, DE51GN5 AND DRAUUIN55 ARE NOT TO 5E REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER 'LUHAT50EVER WITHOUT FIR5T 05TAINING THE EXPRE55 WRITTEN PERM155`ON AND CON5ENT OF E517-051TO, CHEEK AND 45$OC., INC_ NOR SHALL THESE PLANS 5E A55ISNED TO ANY PARTY UJITHOU7 FIR57 OBTAINING 54D WRITTEN PERP115510N AND CON5ENT. Q 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. 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 ❑ 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. 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 -- 1 _----- _.. . .. _ _ M5TA24 W/(9)10d/END,ts ON STUD (2)2x4 n SYP OVERHANG$ N EXCESS OF 16"AND UP TO 24" TH15 DOCUMENT 15 AN ASSEMBLY(TYP 4 w HEADER 4 + SILL) BLOCKING(TYP) USE 2x4 SYP OUT LOOKER AT 16"o/c CLIP TO INSTRUh"1ENT O?` APPROVED TRUSS-TO-RE CONNECTORS HEADER(SIZE DBL.TOP PL.WITH(2)1-6 W/(a)ad.OV'ERJ4ANG8 UPLIFT$ > STUD WALL SPECIFICATION$ 1/16" APA oKa SEGO RATED '�-Ii=T(LESS) GQNNECtION I(�0 SEE � PER GAL.1-OUT ON .-�.� •ftFH4/6/8 F'LA7)= 16"OR LESS USE 2x4 SYP OUTLOOKER AT 24" ENC:INEER�S SERVICE 0-465 (U W5 W/ 4 /END a HT.(F7) STUD SCHEDULE Z STRUCTURAL GtX_UJECT,:}RS NOT F�� BLOCK SHEATWV4G>rPC $ O/c WITH(i)r I5 W/(8A3d FOR OTHERS FOR CON- STRUCTURAL ON taOOF DECK ST�CTURAL ALL FRAMING MATERIAL TO BE (M)5PH4/6/8 0-145 (1)Ha W/(5)10 x I-1/1" 0-9'-1 1/a" 2x4�! SPF STUDS + I6 O/C HEADER PER STRUCTURAL PLAN PL.AI•U OR TRUSS q IF APAlfEGQ RATES WITHIN 4'OF GABLE TRUSS 5TRUCTION GIF PROJECT WITH ad NAILS AT 4"OZ,AT -�L " _ X12 SYP EXCEPT A3 NO7& " 465-930 (2)H5 W/(4)SWEND/£A 0-147'-1 1/8" 2x4 STUDS • 12 O _ D LAYOUT IF STS 42. _rvFIE AtHWG 19 WAILED AST£N St-IEATHING TO FRAMING AT 3 o/G ALL SUPPORTED PANEL 145-100D (2)H8 W/l5)loci x I-i/l"/END/EA « 2x4'2 gTl�STUD$+ Cl"O/G MAY BE L*90 IL.O. •2 SYP ONLY G01 1ER OF INTO TOIL le ASBEIKBLY 1 ON EDGES,6"ola IN FIELD III/8d. A5 TITLED BELOW. EDGES AIJp a OC.N FIELD. 0-Il'-)U8 " H€ADER UW()ROW OF (6)1-v4"CrAL.V.ROCFNG 0-1000 (1)u16/W 9 WJ(10)10d x 1-1/2" TO t 2x6 '2 SPF STUDS+ I6 O/C IF BOTH SIDES OF FRAI'•'IING IS GARAGE J INFORMATiON DERIVED 51-IFdTt_iFt'�_ SPS-t4/b/8 w 32"o/c q II �-�-�L FROM THIS INSTRUMENT NAILS +E.4CJ4 SHgICsLE 7 0-1000 (1)Mt912 W/ll)loci x I-l/2"/ENID 0- - $ 2x6 SPF STUD + I6 OIC _..� ..,._ SWEATING v IN THE EVENT THE CONCRETE AFA RATED SHEATHINIG TO CAN NOT BE U5ED EOR w TOP if?TO HDR. FURLIN BOTTOM CHORD OF ALL I I' (2)MSTA24 TLV CORNER OF 5U"1t3 CONTRACTOR aMIT$TWE (9AOd/ErND/$7RAP+EA MATCH I'�aF SHEATHING TRUSSES UJITH W4 SYP NAIL THROUICaH APA RATED SHEATHIir HPAHD22 EMBEDDED 11 �'E OTHER UJORKS UNLESS tRUS$-TO-t!' CONNECTOR SEE PERPINDICULAR TO TRUSSES+ INTO NO,2 SYP FRAMING W/tad AT 3" STRAPS,IT IS ACCEPTABLE EIIP OF HEADER 1U1°- AUTHORIZED BY THE TRUSS SCHEDULE FOR PRE-ENGINEERED ROOF 24"O/C w/(3)loci NAILS AT O.G.AT ALL EDGES AND INTO EACH PLY TO SUBSTITUTE(1)MST48 U 11 CONNECTOR TRUSS OR RAFTER EACH TRUSS - UND. OF EACH DOUBLE INTERIOR PLATE.12" SERIES FLAT STRAP PER WALL SHEATHING SHALL FSE 1/16" •SHEATHING NEED_ONLY 2x*M SYP DSL .TOP PL.(SLOPED) ENGINEER WITHOUT SPF STUDS ors.ELSEWHERE. HPAHD22.FACE MOUNT THE APA RATED SHEATHING WITH ad II COVER LOWER RI!OF TOP!e INFRINGEMENT OF LEGAL LU W STRAP TO THE FOUNDATION NAILS AT 3'D.G.AT ALL PANEL 652U=Y IF. RICxHT5. ALL EXtERiOR WALL SHEATHING EDGES AND a"O.G.IN FIELD 6 9 Af9 PROPERLY 1/16" APA RATED SH£ATWWs UATH SHALL BE 1/16" APA RATEED SI>HD-Ti + ODS a Q$ FOR OTHER TI NT HARDWARE WITH EITHER(4)I/2"0 tU1ppD•Tia RODS + 4' OIG AND CONNECTIONS,SEE TYPICAL EPDXIED ALL THREADS WJ (TYP-URO.). SHEATHING PANELS U II Udtf_cr�rr�r,EruER2 Sd MAILS + 6"o/c ALONG ALL PANEL (2)2x4"?SYP TOP 1E FAS ESHE N lW Or—SPF- T AL WITH ad NAILS AT 6" w/.34,W/0'WASHERS. WALL SECTION AND TYPICAL 4 U4 MIN.EMBEDMENT DR (2)ROWS loci + I2"O.C.(U.NDJ MIN O.G.AT ALL PANEL EDGES AND ■ SHOULD BE ORIENTED tRLISs- .IPS/9� EDGES AND a"oJc IN FIELD. BLOCK (2)LAP W/(12)lod IN LAP. .O.)MI /8 8.O G IN FIELD(TYP-UNO�. HEADER FRAMING DETAIL_ (16)3/16"0x 13/4' TAPCON PERPINDICULAR TO FRAMING � II �ATTACI�TO BOTW fe. 1!Z GYP RE DESGRIPT ION " ALL EDGES(CONTINUE STUDS t SHEATHtt�Y-s ANCHORS.FASTEN STRAP TO MEMBERS,UNA. TRUSSES/RAFTERS FOUND t0 UNDERSIDE OF OUTLOOKER$) +32 O/C QE3 WOOD-TIO RODS +6' SHEATHNa PANELS SHOULD BE 1/2"0 x 4-Irl"EMBEDMENT(LEDGE (2)2x4"2 5'TP AT DOUBLE INTERIOR SHEATHING TO BE ORIENTED PERF? 1 O/C UN 3x3x1/8" WASK-ERS. ORIENTED PERPINDICULAR TO ANCHORS Qg EPDXIED ALL SILL(TYP) 11 SILLS//7L.ATES/BLOGCING,RAIL STlq�s lLV 120A6d JACKS PER PLAN q II TO FRBAMING MEMBERS,UNA. FRAMING MEMBERS q^EXTERIOR THREADS+32"o/c UV 2x2xVa" FIRST PLATE TO SECOND PLATE TLV MR 3 KING STUDS EACH CEILINCs HEhSHT VARIES 2 �,T,Jw,Ff:-TD-iL_' CONNECTORS FINISH IS STUCCO,UN.O. WASHERS OR UIOOp"Tla RODS + (2)ROWS IZd COMMONS A7 J3"Off. LENGTH CONAJECTOR 42 SYP PT BOTTOM iE W/ 4"o/c.WOOD•Tla RODS+ - SIDE OF OPENWG WHEN PURL24 BOTTOM CHORD OF - 51}114/6/a+32.O/C Q$ INTERIOR SI-II LLS ADD SIDE PANEL HEKsHT TO�L HP STUD W/MEBL(23A6d t0 USING 2x6 H SID 1Cs,5 KIKs 3 STUD ASSP'EBLY l2) STUDS EACH BIDE WHEN q ALL TRUSSES IJIITTd lx4 SYP (V H5,14a)••I ,QE3 MT512 WOOD•Tla RODS w V OIC. EITHER 24-o/c SHOT PIN$S2S I6d WIDTH REQUIREMENTS PER SIDE OF OPFJIgKs USING 2x4 FRAWIRKs UNA_ PERPINDIGULAR TO 4 (2)HS'S QS He'S QR "0x1"EMBED A.B.w/2"x2"xl/a" WASH CASE HARD NAILS • 18"a/c SOI-t(S) h(ft) MIN.w ON MAX.s ROD TRUSSES w 24"O/C w/(3) "ANCHOR BOLT AS !2"M/ FROM 10d NAILS A7 EACH TRUSS - 1'-14' AT 32"o/c Qg Ir2"0 UIOOD*Tia RODS + Z OR T PINS 1 y_1"" II II NAILS/ W/l9)had [U HI6 Q$MT812 PER TYP.WALL 5EGTIONL JAGIC/51UD$) UNA. 11 II NAILS/END +EA SIDE OF 6' OIC W/EITHER SHOT PINS+24"O/C *2 SYP PT BOTTOM IE PER TAIL E/STl 6' 1'-a 1/2" >14' SEE PLAN OR II CASE WAR:* + 15'O/C. " " ' q 11 q 11 £A.STUD JACK r,• 1•.g" +H��2M Not R9rQ'D 4 SLAB w/8 x8' THICK- HEADER t JACKS 70 + 4' i-2 I/2' ENED EDGE W/(U"4 HEADER JACKS 1' AND SHORTER MAY r- —r E CHIS LOCr1TtO1�JF JIL U q USE(4)loci D LIEU OF -- - • � " � � > `_ CONE.UNDER DOOR 11 11 TRUSS-TOCC�JIIEG710N •[ /':��: " ".• : ' ' " (SEE DETAIL 6/ST2) FINISH ; FIN( GRAD(? •TYPICAL WALL '111 1q1 PEAK- TO 11': 2x4 STUDS "A 6 x b - LU1A x WL4 ULF •° •ALL GONCRI=TE MINIMUMf1GRADE �. ---�_ -r----� TO-STUD, le- TO TO I6', 2x6 OY" t0 14', 2x6 $PF*2 11-- iE III 2xa SYP1l FINISH � .• � OR FlBERMESH � � �i"'^ .� 2500 F'SI GOP'IPRESSIVE t STUD-TO-SHOE, SHOE-TO-FOU DATION GRADE .f WATERPROOF BARRIER STRENGTH •28 DAYS! WTT22 W/5/a"0 ALL FOOTING t0 BEAR ON UNDISTURBED SOIL �T FOOTINk^s(S�TYPICAL WALL SECTION) THREAD(5 Lrl" I � �j NOTE: MASONRY STE"WAL.L MAY BE USED IN LIEU OF MONOLITHIC FOOTW3. INSTALL ANCHOR BOLTF USED,WITHIN a"OF EMBEDMENT)(TYP) BEARING WALL ENDS AND WITHIN a"OF DOOR OPENINGS N BEARING WALLS. SEE TYPICAL CCfICRETE SECTIONS FOR REINFORCING AND DIMENSIONING OF FOOTINGS. D H T ITIONNAA M TA CONN GTO 5 WOD *T(� ANCHO INC I 5 P �Tl TYPICAL WALL SECTION 5T1 51.08 - 5PECIAL 5HEARUALL DETAIL sT1 TYPIC G DOOR OPENINGS DETAIL 5T1 CABLE END BALLOON FRAMING DETAIL 1,2" ,'_O" Builders •SUI t SM SHEAR WALLS REQUIRE MIN.46"OVERLAPS 2x4.M SYP OUTLOOKU_R Fi rstso u rce UV MIN.(24).131x3"NAILS +TOP PLATE SPLICES OR(2) •OvERHAi!<yg s�" w 24"o/r-TLV(U H5 w EACH of J a c k s o n v i l l e APPROVED TRUSS-TO-Ip GCXJNNEGTOP.S MSTA24's W/(W�d/END,CENTERED ON EdCl4 SPLICE. UPLIFT(LBS) CONNECTION Uf'LIFts ] STUD WALL 6F IE°IGATiON$ HEADER PER STRUCTURAL K L VERWA I TO TOP GHOFd7 LL GABLE TRUE 1000 SEE a Ht.(FT) STUD SCHEDULE PLAN OR TRUSS LAYOUT C� 5T 1 • OUTLOOKERl�O TOP CHORD OF (C,s1BL E TRUSS 0-465 (1)H5 LU/(4)ad/ENdD STRUCTURAL 0-9'-I I/a" 2xd'2 SIS STUDS• I6"RIC BLOCK SHEATHINGS EDGES 0-145 (1)Ha W/(5)10d x 1-Irl" . FASTEN SHEATHING TO FRAMING NAIL THROIKaH APA OR TECO RATED SHEATHING WITHIN 4'OF GA13LE T FLAN 0-10'-I UB" 2x4*1 S S+ IM O/C p INTO NO,2 SFT:FRAP'IINI.'s PER SHEAR 465-930 (2)H5 W/(4)8d/END/EA « 0-II'-I I/a" 2x4*M SYP STUDS + 12 DJG �� ULAL.I_TABLE. A7 3"/6.O:C.UUI 13d NAILS. 145-1000 [2)W8 t!U[5)loci x t-1rs /ENIp/tEA APA OR TECO RATED SHEATHING FASTENED t0 (2R1STA24 WK9Aod/END BUILT-UP OR BOXED COLUMN MAY 2x6 *2 SPP STUDS + 16 O/C FRAM WCs PER SHEAR WALL TABLE FROM 15EAM TO 0-1000 (1)Hl /H1bS U)J(10)10d x"1-I " TO r _ (BLOCK PANEL E S) I QR'?C . 0-1000 (1)MT612 TLV(1)loci x I-i/2 /EUIp - / x6 SPF STUDS • 16 O/G SHEARWALL GE�1T!~R STRAP ON7 USED IN LIEU OF 4x4 x�. APA OR TECO RATED UNA.ON STRUCTURAL (4).131x3 QR END sw 1/16" APA OR TECO RATED 8d COMMON HOLD DOW(w SENDS IN ADDITION SHEATHING TO MATCH PLAN. USE 4ply�SYP Q$5ply"2 SPF 2x4 NAILS w SHEATHING ON ROOF DECK PLI2l.W BOTTOM * NWILIWs TO TYP.WALL SECTION(A/St1 . ROOF SHEATHRIG G55q Roosevelt Blvd, WITH ad NAILS AT 4"Oar.At CHORD of ALL SPACING 15/STU WOOD-T(9 ROD MAY BE FL 32244 BUILT-UP COLUMN IU_.O 4x4 OUTLOOK TO DP TRUSSES WITH Ix4 USED IN LIEU OF ANY SPECIFIED Pr*1 s7P 4x4 POst CsA6LE TOP CHOR!P Jacksonville, ALL SUPPORTED PANEL SYP DOUBLE STUDS •EACH END HOLD DOLLN USE 5ply*2 SYP QE 5ply*2 SPF 2x6 Tel 904,772�i1p0 EDGE$AND a'O.C.IN FIELD. -COLUMNS GREATER 2x L-BRACE ON GABLE VERTICALS AS PRE-ENGINEE=RED PERPINDICU!AR OF SHEAR WALL BUILT-UP COLUMN I.L.D 6x6 (6)1-I/4"GAL.V.I:;." Ca TRUSS OR RAFTER €DG€ FI€LD I-STORY 2-STORY THAN 10'Q$THOSE= SPECIFIED BY TRUSS MANUF.(MIN.2x4'2 Fax 904.317-2835 zz TO TRUSSES +24 I CSIb NAILS +EACH SHINGLE TO I WALLS Z IS'LONG NONE NTNG � SPF TLV 6"o/c.131x3"NAILS+MAX 24"a/c). SHEAT O/C'ld(3)10d SW b 8 16€Q'Ds WALLS < 15'LONG• STRAP ENGINEERED WOOD :1 TRUSS A7 EACH READER KING STNS MAY SERVE (2)SPH4/6/S x1,11 lR"0 x PRODUCT: USE PT*2 O * TRUSS _all 0. AS DBL STUDS AT THE DUDS OF 44"EMBED 1 EPDXIED xVON STRUCTURAL ST. PLAN) — — — .4 GABLE TRUSS (2) 2 SYP TOP it. FASTEN av(2) SHEARWALL9ALLTHI ROWS 10d 12"o/c(UN.O.)MIN.24" SP'H4/6/a+32"o/c Qg WASHER tUITWiN 3"OF � — — (2)62 SPF 2x4 •£A.GORIER 0 CLIP END OF LATERA!..E3RACE TO GABLE TRUSS-TO-112CGNNEGTOR SEE W/(12AOd IN LAP. U1C7OD•Tla RODS Ul/ STUDS/SFH4/6/8. I IU.A.4x4 POST.l3)"M OFF 2x - R POINNT IT MI OF GAB T"X" BOTTOM GJdOkD UJITH(2)HS CLIPS. TRUSS SCHEDULE FOR 3"x3"xi/5'WASHER+4"o/c CONNECTOR F'037 70 SLAB CONNECTION 2x4' +COME Di " — (I)HT122 W/$/6"0 x 5-1/M" 31~516 I t3ENEATH BEAM WHEN 6x6 IS m B -E ql.3) t AT EA GABLE /(1)11M CHORD 4a TOP IC W/MSTAIa SUII 3 8 EMBED EPDXIED ALL STRAPS WITH AMU"OR AMUbb UY REOV. JACENT TRJS U)/(31.131x3"NA STRAP UU(1)10d/END +4a"o/C OR.131x3 TOE SPH4/6/a+ 32"o/c SPF STUDS STUDS ftR PLAN THREAD. n « � " : NAILS TO TOP!: •3"o/G-STAGGERED AS REQ'D. RAFTER-t0-1€CONNECTORS OR WOOD•Tia 12)16d Q iiM 0x4 U4 EMBED EMB 1 5/8"4oc5-i/2" C 4/12 PIT • a'O/G " (2)SPH4/6/a UV 1/2'0 x 4-U4 EPDXIED ALL THKEAAD 29 EMBED EPDXIED r 1/16 APA OR TECO RATED$H£ATHIIG WV ad NAILS RODS w/3"x3"xl/a" 21-516 n . *2 SYP L£C7rsER FASTENED 4/12 C 1/12 ICH + 6'o/G LENGTH CONNECTOR SWM 3 a R31BED EPDXIED ALL (1)WT* 4 5/a 0 x 5-1/2' __ _ ALL THREAD x +6.O%,ALONG ALL PANEL EDGES AND a"O.C. N WASHER+6"o/C " STRAPS >1112 PITC 4' o/c 0-1' I)H5)fr3}f16,Qg MTSI2 THREAD LLV 3x3x1/a EMBED EPDXIED ALL -- -- EdC4I¢ TO 16"o/c STUDS w/.131x3" (2)H5'$ Ha'9 Q$ •STRAPPING, fE WA$FIER" THREAD. F__ _ ALTERNATIVE A$ GUN RAILS ,@£A STUD FIELD. BLOCK ALL EDGES TTONTNUE SHEATHING NOTES: SHOWN ON (TRUSS-TO-LEOGIER TO MIDPONS OF GABLE BOTTOM CHORD) STRUCTURAL PLAN CONNECTOR SPECIFIEDEER)t 1-14 lU H16 QR MTgl2 CONNECTORS,CLIPa, IJ 5/16"HARD(-PANEL IS PERMITTED AS SUBSTITUTION ' •s- : • '� •• , � v BY TRUSS ENGIIEER) ] Ui' SEE FLAN A 3'S AND LIJOOD•Tlt FOR RATED SHEATHW s ON EXTERIOR r' i IF FIRST OUTLOCACER IS MOt RODS ARE NOT RE(= WALLS ONLY IF NOTED ON THE STRUCTURAL PLAN. :, / \�� h3€A)'i ABOVE JACKS 1' AND SHORTER MAY p 1/16'APA OR 2x4'2 STP LATERAL:RA"TOGE EAC4 1x3" THAN 32",FR MR FASCIA USE ®^ USE(4)10d IN LIEU OF APA OR TECO RATED INTERIOR BEARING '" I NAILS T 0TTO 14 BRAGS EXT EACH !2)2x4'$ +FIRST autL R ONLY n TRU$$-TO-2 CONNECTION SHEATHING OVER 5PF STUDS WALLS 5UF'POIZtiNG HOLD DOWNS 2) OPEWNG9 N SHEAR WALL FLAN. RE PR TO PERMITTED ONLY TECO RATED 5PACTRUSSBOTTOM FOCl*URTH IND. EXTEND IF SFIOLLFI ON THE FRAMING PLAN REFER TO DETAIL / I SWEATHWG 11V BRACE?TO FOURTH INTERIOR TRI". ONLY FLOOR LOADS. PER TABLE D/STI. \ FOOTING(SEE FOUNDATION RV*0-1'162x6 wK5)NAILS +EACH STUD. STUD WALLS WITH:RICK VENEER—) FOOTIIG CSEE TYPICAL WALL SECTION) I 6"/IM"v/c Bd RN 111-1241.2xa wKa)NAILS +EACH STUD. MSTAlB STRAP' * •'* OPTION: SECURE BRICK VENEER PLAN FOR SIZE) NAILING-4 SIDES C 4112 1/1 PI • a'a 3)HTT22 SPECIFIED FOR SWI MAY BE SUBSTITUTED WiTH \, RV•1242-1862x12 u✓(12)NAILS+l=,AGH STUD. 4112 C 1/12 PItGH • 6'o/c 48"o/c Q!�.131x3" TO WOOD FR4ME w/GALV.TIES + *2 SYP B07TOM t:W/(2)ROWS,OF 10d 5WALLMBE 1J*" APA.RATED SIG HF'AHD2M WK23Abd TYP. PORCH PO5T 4 I ALT. BOXED R >1112 PITCH • 4'a/c TOE NAILS t6"o/c HORIZONTAL t 32"o/C NAiL$ a 12"o/G,STAGGERED. SHEATHING WITH ad NAILS AT 6" I VERTICAL O.C.AT ALL PANE_L.EDGESAND E 5�IEAI'�'. WALL A55E1"18L.Y DETAIL BEAM FRAMING DETAIL I COLUMN DETAIL TRUSS LEDGER DETAI ST1 (SABLE END 5RACING DETAIL � a"OCG.IN FIELD(TYP-URO.). 1/2"=1'-0" I 1/2 I m 1`�-��-m" 1/2" 1r-Olt 3/4.14G PLYWOOD - SHEAT 4,*PANELS SHOULD BE Oj71 1/2 u = 1 1-011 tt- '. ret NAIL SHEA.THIIG TO BOTTOM le Wlao'o)c loci RAiLS 4 GLUE ORIENTED F ERPINDIGULAR TO AND BAND BOARD PER RE62T3 W/LIG UID NAIL OR EQUAL. FRAMiNY MEMBERS IF EXTERIOR SHEAR WALL EDGE NAILING. FINISH I$STUCCO,URO. (2).131x3" NAILS/'TOE-NAILS FROM C STRAP ACROSS JOINTS N -� NAILER TO WOR OR JACK °./?UD. TRUS$TOP CHORD �J Q BAND BOARD UUI l i h ISTA24 USE 4a"STRAP$ IU_O. IWOD•T RDD FROM ABOVE, �� Ul/(9)10d RAILS/END SPECIFIED 40"STRAPS SECURED TO BEAM 1/IA H7T16►WV IF LOOR DEPTH a 16" HORIZONTAL 2x4 SPF"M (18A6d NAILS,MN 0 (�� (NDT REQ'D U!I-IEJJ USING HisADER P£R BLCJGKIJCs BTTLN TRUSS UIOOD•Tlt:RDD TbJP�OIJ'aid BEAM SECIJ�D VIA WOOD TIE ROD t LL- NAIL SHEATHING TO TOP IE (4ACd +KING (1)HTTI(a W/(18116d (MAY BE ROTATED O PER REQ'D SHEAR WALL U000-TIE RODS) STRUCTURAL KI STUD-TO-HEADER CONT 2x4(MAYBE OMITTED IF(U MSTA18 IS USED CENTERLWEOH BE/>)'1 UV 180'70 CONCEAL FLANGE) EDGE NAILINIG PLAN EACH END AND FROM BLOCK-TO BLOCK ACROSS EA TRUSS) 3x3x1/a WASHER 1 NUT. z ATTACH 2ND FLOOR STUDS TO FLOOR TRUSS OR I-JOISTS EACH PLY. 10d +6"o/c FROM IST FLOOR STUDS OR FLOOR UPPER FLOOR STUDS 70 LOWER Yq AF'A OR TE W RATED CONT,2x4 TO 2x4 B£Af 1 W/40'L£NGTW(46" IF FLOOR$TUD$OR LOWER FLOOR TRJ$S-TO-RE AND SHEATHING TLV(1)riOW CF BLOGKRNs FLOOR DEPT14 a 160)OF CS (2)S 2 SYP'TOP iE. BEAM WITH 40 LENGTH OF CSI: RE-TO-STUD CONNECTOR ATTACH FIN OF LUINDO � ad NAILS 3"OZ.AT TOP HORIZONTAL 2x4°OPF*2 STRAPS +3M"OIC WI(IV 10 FASTEN W/(2)ROWS loci $TRAPPING WAllAOd/END. SCHEDULE FOR SPACING (� " CENTERED ON FLOOR SYSTEM CONNECTOR(SHEET STV TO HDR / NAILER (INTO iE'S)AND PO SPH' S GT IO SLOGGING STUN TRUSS WEND(CENTERED ON FLOOR 12 o/c W/MIL(12)III N (INTO HEADER)NO$PH'S SYSTEM)OR USE WOOD•Tra SF'F STUDS LAP(URO.)MIN.24"LAP Q$WOOD•Tla R03$ +4'o/c 2x4 02 5PF MAILER q REQUIRED W/UPLIFTS UP RODS •6'O/C(4'O/C • K AND KINI TO 1000'/TRUSS. P TRUSS ROOF SHEATHING 5 WOOD BEAM INTERIOR WALLS). CONTINUE APA OR TECO RATED SIS STUDS STA1JACKS �AOdTO HEADER yTITT MR GALLOUt UPLIFTS EXCEED 10004; �TI � OUANTITY/$IZE�G;RADE1$PECIES IN EACH TRUSS MUST 13E CONTINUOUS 2x4 SPF n LLv l3) UJOOD TIE ESE AM CONNE GT I ON AL T E RNAT I YE S OF SCUD COLUMN$PEGiFIGAtION SHEATHING OVER SPF STUDS HEADER(iI IN JACK ON STRUCTURAL PLAN CONNECTED t0 THE .131x3"NAILS TO EACJ-I TRUSS n, ON STRUCTURAL $HEEL(Si OR 02 SYP P7 BOTTOM M w/SPH4/6/a• i/2"0 x 4-1/2"EMBEDMENT WEDGE q HEADER,SEE $1 _-- _ _ ___ -- _ ____ " 1�n a �'-IDIS 82)THROUGH FLOOR SYSTEM t0 32"o/c OR Uk70D•t(s RODS +6'o/c ANCHORS Qg ER'OXIED ALL TRUSS TOP CHORD VERTICAL 1 •6 EDI T x3 FOUNI7ATICN AND ADD lV GSI: BOW WINDOW E�NsINEERiNGt SHEET' NAILS IN INTERMEDIATE(1)IM Ti PER PLY ACROSS FLOOR THREADS +32"o/c W/2x2x1/8" OPTION FASTEN ADJACENT --- BLDCUCiNI_s ADD(1)MSTAI9 SYSTEM PLY ACROS to RODS WASHERS OR WOOD•Tia RODS 0 KIN:aS AND JACKS LU/(2) STRAP U.V(1)10d/END +EA - _ (ORIrl"0x1"EMBED AUS.wJ2"xM"xUa" 4 o/c.W000•Tia ROD$ 0 FASTEN ADJACENT KINGS II HEEL/END VERTICAL (3)RoWg OF loci NAll9 0 SPLICE(CONT_Mx4 MAYBE (1)}Zp111 GF I0d NAILS += 8" O.C-STAIGCsERED AS � 1� CONT.70 FOtYIDATICW. >t OMITTED IF(1)MSTA18 IS USED S� u) INTERIOR SHEARUTALLS ADD AND JACKS W/(2)ROWS ROWS OF loci + 8 OG. c� - " N ]� ° UI £A PLY. WASTI);R AT EV32" A. . I/1"0 WOOD•Tia I, 4 OC.S7AGsrsER£D,1 I` `J RODS +6'o/c UA/SHOT PINS +24"o/c E31TI-(Eft 24"o/c.SHOT PWS Q6 16d OF loci • 8"O.G. U)OOC+•TIE ROD ADJACENT �fig`' i FROM BLoGC-t0 BLOCK T I/4"OFF �OF 2x6. . CASE HARD NAILS • 18"o/G 70 KING STUDS EACW SIDE ACROSS IEA.TRUSS) (1)ROW OF loci NAILS+ 6"OC OR I6d CASE WARDS • 18"o/c. OF OPENING 2 6'-0" CJ.71 STAC<3EFED,WITHIN 3/4"OF CENTERLINE OF 2x4 q 1/16"APA OR TECO RATED s ALL JACKS TO BOTTOM OF't»NIWsB GREATER THAN SHEATHING W/6"/8"o/C ed NAILS ,rt _ /� -� • tE, SHP4/6/8 PER J4rJC 6'USE trt 0 OR OR5 AT �/8 0 - BLOCK ALL PANEL.F_DGE& z I� FINISH -1• 4 :• •e q OZ.OR V4'00 TAAPCON At 32"O.C. 1 1/2" _ GRAD 1 6 x 6 - W44 x W.4 UILF e " " OR FRf"I"R OF TRUSS-TO-IE CONNECTOR: DOUBLE SOP t!"OF WALL DR,QII� YES WATERPROOF •ALL CONCRETE MINIMUM BARRIER 2500 PSI COR'IPFd=SSIVE SEE TRUSS SCHEDULE FOR 2500 SI +2a DAYS.• TING(SEE TYPE(DTL A s E3/STV E:5:F::F n nFOOTING t0 BEAR ON UNDISTURBED SOIL STnETAILFOgIIINDAti OR SYP 6 X� ?. 15/8 CHECKED LAP NOTES MASONRY STEMWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTING-_ INSTALL ANCHOR BOLTS STUDS/SHEAR uLALL J (IF USED)WITHIN 8.OF BEARING WALL ENDS AND WITHIN 9"OF DOOR OPf rN1NG$ W BEARIIG �n p r� �7 f 5UILT-UP COLUMN S �t SCALE 3/16 WALLS. SEE TYPICAL CONCI Ir SECTIONS FOR REINFORCING AND DIMENSIONING OF FOOTINY_sS. '4 SF'F OR 5YI G X•-h PLATE HGTS. UP 70 1Co'-1 I/8" '` 5F'F OR SYNC XS TRADITIONAL METAL CONNECTORS U100D*TJe ANCHORING RODS 1..1 BRACING OF TRUSS I•,.�EELS BUILT-UP COLUI-N STRUCTURALSEE BUILT-UP COLUMN DATE S/15/(d2 OYER ��II TALL AT 5�-IEA �ALLJ' PLATE HITS. UP TO 12'-1 I/8" f TEN WALL�AF�iWs-To-Pog�MIN aad'I NUMBER " F't.IES. PLATE HGT5. UP TO 20'--l" JOB NO. 5TANDARO ST1 MULTI -STORY TYPICAL WALL SECTION ST1 TYPICAL OPENINGS FRAMING DETAIL - U.N.D. 5T1 120OiCORGYPSUM-TO-POSTUY MIN 5d's +4"O/C 1/2" 1'-o" 1/2" :. 1'-0" 112" 1'-m" • Y I 1I-W J -KI STU MULTIPLE PLY P05T CONNECTIONS TOP PLATE MAY BE 4 u n TRUSS BOTTOM CJ.KORD MAY /2 " � � � 1\11111t11f!!ll/j/1 ,�1 I 6E BRACED WITH EITHER (1)WOOD-Tie ROD ADJACENT t0 STUD POST IF P=ORN BEAM I$ NOTCHED TO ALLOW PORCH Q •��' by S✓ J/ CONVENTIONAL LUMBER(2xa,2x10,2x12,ETC). (1)WOOD•t(E ROD BEAM TO Sia LET IN TO e SHE Ix4 METHOD OR THE C}�, .. !' / ADJACENT TO EACH SIDE OF POST IF PORCH BEAM IS WALL PROVIDED THAT(V ? / BLOCKING METHOD. EITHER `� ROOF SHEATHIIG SUPPORTED EDGE METHOD IS ADEQUATE AND fEN&NE_ERED LUMBER(L$L,LVL,PSL,ETC.)` 2x4 rI Si"F FOS: IS ADDED DETAIL TO 131!FOLLOWED AT ALL the ff`00D*DeAncho ng RcdSystr�n consist of vertically utien �,�r"diameter,A307 durade'd steel rods TO EACH SIDE OF PORCJ 1 NAILING PER PLAN DOES N07 DEFEND ON THE LOCATIONS WHERE EXTERIOR WALL secured to the foundation Nia an cmlx dment of uai less than 4-1.#"into 2,SUOpsi concrete with an edge OVERHANG DIMER510N. SEE TRUSS ENGINEERING FOR MAX BEAM TO SUPPORT TOP IE!. RUNS BETWEEN TO PARALLEL TRUSSES- 7 _ y o/c SPACING OF BRACING-SEE PORCH BEAM MAY BE NOTCHED IN ADDITION,(1)WOOD-Tis distance of 2"(3"when_x6 tiarrting is need)mid secured with Simluon.1T:lcq lio-lie two pari epoxy,or No.2 SYP 2x CONT.TO Tt3114g t H.19k'131 FOR ADDITIONAL TRUSS AR0lpN3 TOP PLATE PROYlDED ROD SHOULD BE INSTALLED ROOF/FLOOR atlter two part epoxy with equal or higher allowable tension loads for the identical application twerp ut epoxy. 11 u TOP PLATE W/.131x3' - MATCH THE TOTAL DEPTH OF THE BEAM IS I/�F MAX BRACING INFORMATIONL TO EACH SIDE OF FX E1 a gr,Eg I lee rods,a single,continuous rod or rod scgt"ents coupled together,culminate directly above the top plate BOTTOM CHORD OF TRU66 EDGE NAILING SPACING OF Z S-1/4"UNLESS NOTED ON THE r F with a 3"x3"xl aur 1.8"thick steel wasltcT and nut where it secures die tales against tertical tno�•etnent. BEAM AND(U MSTA24 F Ug p � �', l. -•.•� •• r i;' (UP TO A 2 xl2) SHEEARtLALI SHEATHINkCa STRJCruRAL SHEET SL SHOULD BE ATTACHED TO The nut should be tightened until dle washer shows the slightest example of&-:formation(about 25 lb*ft of (EITHER 6"o/C OR 3"d/G). (1)SIDE OF EACH TOP B torque). :1t exterior walls nue ff C)OU*lie red should be installed at each comer post-on the side of the post �Otra r 1x4 SYP GOWt:RAGING CENTERED ON 114!:JOINT. 2X4*2 SPF with the ov':lapping upper-must top plate arid at not nwte than six feet on Cemex there after.()}rcrurngs * /�s �k ��SZ gHEATH TRUSS CLOSEST TO col(2)loci t0!=A TRUSS, LEDGER gir3 r than six fed in length should have one W00D Tie rod placed at each side of the uperung.Al un[ct'iur % r•' ti TECO RATED I WALL W •UAFA 1/8d +03 DO NOT SPLICE -OVERLAP (4)J EACH walls,one g'00L)*Tie rode uLdd be installed at each comer post-on the side of the Post with the //I/I st "' �` "-� JOINTS MIN(2)TRUSSES overlapping u,tet most to late-and at not more than four feet on center thereafter. Additionally,if no 1// UNA L O.C.AT ALL EDGES AND IM"O.C. IN NAIL POST D NTE=RSECT WG other hold-down is present,a N'001)*Tie rod should be placed at each end of each shear-wall segment if the /JJ/11111!11 11111����,\ 1�VRGI4 HEADER THE FIELD - BLOCK ALL £PaF.5 VINYL SOFFIT I.V(1)ROW OF TRUSS end of the stgriwif does not coincide with a cur ner err npcning. Pur two-story walls,walls over I F ] or (MATCH NAIL PATTERN SPECIFIED PORCH BEAM, 2x4 02 SYP TOP le 131x3"NAILS w 2" MEMBER- (3)J3�„ eeriain uther applications when a single,continuous dux adod rod can't be,used,a coupler should be used to FOR SHTN'G 0 5W BELOW). $W1 AND USE WHEN 3Ja" AP 5W WALLS ONLY E13CrE OF 2X NEED NOT BE �TI`NIG in/6" SEE O/G BOTTOM NAILS+ join two or more bon s ofrud together-s create a continuos path from top Platt i foundation.•lite Iong'r FLUSH W/EDGED 70P fE. FASTEN-e+OFFIT rD Ix4 NAILER w/(21 loci 0/r.bd STRUCTURAL EACH should be Each ro whore d be with a cross sectional area to nut less than and square inches,ideally 1?c long X SHEET n " 1 TOR fad TO2x4 SWEETETT-51FORDIWE T 7 11 16".Each and should be t�treadcd not 1 that['4"into the coupler attd the two rods should Snake contact at 2x FASCIA OR w£A W O/C STUD MTL FASCIA T14 6 M VER 16 SEE DETAIL AJB FOR STUD HEIGHTS ON LEDGER or neat the tniddlt of cite coo ler and be ti•ntotred sa as to prevent the movtntent of the coupler or either SOFFIT TO 2x FASTEN CHANNEL TO FRAU•'IING, FASCIA OPPOSITE TO threaded rod. SIZE/SPACING IEQUIREMENT$. FASCIA w/ SIDIiNG OR MASONARY VENEER w/ SIDES OF BLOCKING. At exterior walls,APA or 1LCO rated sheathing,or Si 16"llardi-Panel should be applied to one side of the APPVID NET O.H APPV'D FASTENERS MAX w 6"oJC ET O.H. WALL. wall.An additional cow of 8d nails(6d with Hardi-t'aru l)sltuttld be placed at 6"o.'c into the top plate FASTENERS w AT r"tC4-06 NOT 6rerrtcAt_LY U154TWIEP WITH A NOTE (3)031(3" assembly in addition to any other nailing specified for securing the sheathing to the frame. STI SHEARUMLL (SHEATHING t MAX 6"oJC to'BHEAN eORC14 CEL24c,.'tat CONTIAVA 5RACRt1 OAF�HANr DETAIL FOR TOENAILS w At exterior wall applications where the N'CXD"'TieAnI;&wtng Ruts are used to a)resist roof uplifts,b)resist MAY sE U6Bp W CGfA.1JfJ=kM UTN EITimE A VKn " EACH ovcnurning rnorne nLs,c)resist lateral wind loading(perpendicular to the wall),and d)distribute shear-wall CON IIECTORS PER 60WW rra,MATERIAL pas exTOtr OR-crvane GYM" OVERL16LUa OYER i6 NET CEILN2 WARP�T:F PA="THR App�r,�e STUD POST - (ply 2x4'2 a F'�7 2x4 w2 c BLOCKING TO loads(parallel to the wall),additional intumicdiate shear connecters are required.Ilse inWmwdiate shear Of O�-RHANG l7ETAIL FOR t 024�a t�THE 8f'EC4RC APPLCATtaN.THE PER PLY OF PORCH BEAM FOR txA GGwTtt UI CItAC n ' A•oia 240 OK. SOP connecters may be either''z"diannctcr X 'i"ennhedtnortt threat or near rods os be diann;lcr X 4" OVERHAUNGS TO l '6'NET (ATUC" D TO B.AGJ ECTIN Tt "aR 2x CONVENTIONAL LUMBER 2ply 2x4 24"O/C. OF EXTERIOR embedment Powers Fasteners Blue•Tip R'cdgc-Bolts,located at or scar mid-puunta bo[ww n 3'00D*Tie T�&7rrnrWi ar T#-e C�nrl r�.4-<m. Ti MOT HrMttMMA�rt Tei� B SPFAM POST PER PLY OF PORCJ4 WALL g --BEAM I FOR ENGWEER>=D LUMBER Atulwrin Ruhr,but in no case more Ulan 48"from any two anchor combinations;err'.�"cliwnct r X 1?i"MST Off Off ATTACMP To Tr•�n•a/a"'"A3 FLF=P 5W EXTERIOR embedment TapCon anchors or.163"(or larger)diameter X 1!'i"embedment power-actuated fasn:ncrrx, aJ Ti-9 M6Fir, ATtaIJ N6T10JGTtgnt6 A96pGLATEp WTM WALL located at or scar Third-points between Jf'UOU*Tie Anchoring Ru:A,but in no case more than 32"from wry 1 TWE 9F>=CCJFIG MAT�t'tt14t_ NOTE; two anchor combinations or I6 case hard nails at not more than 18"ere. THIS INTERIOR SWEAR WALL DETAIL IS INTENDED FOR USE IN AREAS WHERE THE CONTINUOUS WOOD BRAG IN� 11 each side of the shoe plate joint,any one of the four intennvdiate shear curmcaors outlined in the SHEAR WALL RUNS PARALLEL TO THE TRUSSES. THIS IS AN ALTERNATIVE TO �j G Y C GONTWUINNs SHEAR WALL FRAM WCs ABOVE THE PLATE LINE TO Tld£ROORa DECUG � �j 1 �+ ' I TRU 55 �LOC'`I NG pts:coding paragraph may be used w ste;w•e lite plate and prtvtttt hutizuntal muvtmtnt.The oo-p au)uutt N F'ORCI•-•I BEAM TO STUD IF THE NOISY IS TIED DOW(USINki The axiii ueatedwa letu ion!joint, CONVENTIONAL S7RAI=PING, R N The t}picas maximutn allowable ttruiun load for each unit is 3,6754 at interior locations and?,9�43N at 5T1 ALTERNATE INTERIOR SHEARWALL FRAMING 5T1 TRU55 BRACING 4 OVERHANG ALTERNATIYE5 5T) WALL D TAIL" TOTHE CRBE MCONR CONNECTION SHEET FOR STi DETAIL PORCH BEAM CONNECTION exterior locations,when installed as designed. Hylton a 3"edge dist rI is used with 2x6 framing,tine typical 11�11 - 11-Ott 112 11 = 1,-O'1 DETAILS. maximum allowable tension load for each amt may he ittcrea.,ed to 3,4994 at exWrior locations. 3/8" = 1'-Ort 1/2" I � TH15 DOCUMENT I5 AN INSTRUMENT OF 5TRUCTURAL GENERAL NOTES ENGINEER'SSERVICER FDR OTH)=R5 FOOCON- CON- STOP LATH AND SEE 5Tt FOR VERTICAL WALL CONNECTION. STRUCTiON OF PROJECT CODES: STUCCO CORNE 4" GONG SLAB W/ 6X&XiCAO WWF IN TITLED INFORMATION SLOP LATH AND BEAD I" BELOW OVER 6 MIT. VAPOR BARRIER OVER INFORMATION DERI`✓ED 14- GONG SLAB W/ 6X&X10/10 W.tF SLOPE 3/4" X 12" STUCCO CORNER SEE STi FOR VERTICAL WALL CONNECTION. FINISHED FL CLEAN, WELL COMPACTED, TREATED FILL FROM TH15 INSTRUMENT 2001 FLORIDA BUILDING CODE (FBG) OVER 6 MIL VAPOR BARRIER OVER " " FOR ASCE -98 CLEAN, WELL COMPACTED, TREATED FILLEXP,JOINT AT GARAGE DOOR BEAD I BELOW 4 CONC SLAB W/ 6XrnX10/10 WWW MAY BE USED — C OTB D FINISHED FLOOR- OVER b MIL VAPOR BARRIER OVER Aga BRICK LEDG OTHER WORKS UNl_Ecv'a 1997 NDS �_�__ - \ GLEAN,I'LL COMPACTED, TREATED FILL SLOPE GRAD AUTHORIZED BY THE VARIES r - -• --.--�- COPE --� �T-- -I (u�4 REAR conk. + HEADER CouRSE ENGINEER WITHOUT 4" GONG SLAB W/ 6X6X10/I0 WUF Q0 DimEN5ioN5 ARE INFRINGEMENT OF LEGAL GENERAL; - -- -- --- _=III(_)III OVER 6 MiL VAPOR BARRIER OVER GRADE = MIN 015TANGEB ° I _ _ _ GLEAN,WELL ZMI�PACTED, D FILL 4" 1 STORY pIMEN510N9RICz;-4TS_ A pest n (s void after two ears from original date of issue, unless updated to acceptable codes and practices at that time. I I=IIII" III' =I II I=III I-- - � — GLEAN COMPACTED 9 y - 2 STORY B. Do not scale. Use dimensions from the architectural plan. Notify engineer immediately if discrepancies are found between plans. — — r — _ _ RE DESGRIP710N _ _ _ _ W I I SANTA FILL --- 1 5TORY W/ 2 OR LE55 COURSES, G. All details shall be in accordance with instructions from manufacturer or designer. =IIII=IIII=III=IIII= I — 1 1 1 I=IIII I �' _ IIIi=„IIII,;,IIID L D. All tem orar shoring shall be the res onsiblllt of the Contractor. — — --:111011 — 2)"4 CONT. I-STORY cQ 8 • • POUR STEMWALL SOLID OR USE 10"x20' FTNG 1 P y g p y I=1 I I ISI I I I -I)I I=1 I I III (2,5 OR (3)'4 CONT.- 2-TORY IIII=_ _ -I -6 MIL VAPOR BARRIER /O BRiCK _ _ _ ( (TVP. VERTICAL Ri=fNFORCEM1=NTh " BOWELS —'t 11 - —I I I i—— • GOf�NER9 t 49"o/G TWEREAFTER - BEND FOUNDATION:I ON I=IIII= III=1 111= III=)III (III I=1 II I L I II- -I 111=1 I ALL DOLS a TOP BOTTOM,EMBED 3 D i $TORY (�/ ICK ((I III=11 MINIMUr1 rn" INTO FOOTING /t2” INTO SLAB A. This deaf has been completed in accordance with pertinent standards, recommended design soil parameters, and accepted --III 20" —1111=i I =)III l2" _ (Ir4 CONT' - I (GROUT ALL CELLS W/ REINFORCEMENT) 4 �' p P g P � �� . MAX. StI=MWALL r-IEI�+�t: (>�) engineering design procedures, and is based on the best information available at the time of completion. The design is intended 2 STORY i=ax FQ0Tir�VYE to minimize differential movement resulting from the heaving of expansive soil or settling of subsurface soils. It must be recognized uuo E"RIGK 2 WIPE ( rCLL vR(2)955 CONT. 8" COUR5E5 WALLS I (5) 8" 1 STORY rW�rw� slzE tiv I�RIGJC 2m•wipe(INCLUDIrrG Lend)uu lar4 ot¢rzr5 COURSES HIGH REQUIRE w/o�� f�"�"�(55)94 opt)92)9'55 conk. that foundation com onents will undergo movement. An subsequent owners shall be appraised of the soil condition and advised to 2 STORY ADDITIONAL MALY515 1 ��� 2m""a"�(3r4 OR l21"3 C011r p 9 y q PP TURNED DOWN EDGE maintain good practices in the Future with regard to surface and subsurface drainage, framing of partitions above Floor slabs, and DOWN uuo 13RIGIC 24 WIPE (i CLU -C!2)'55 GOVT. REINFORCEMENT. �q K 24"x�IJV ( )04 OR(2)955 CONT. finish work above the Floor slabs, etc. ( L �Q} ����I NCS �T�� DOWN uv�RlGrc 2+"wlp�(IrteLUC71r�s Lt:.G7CsE)uu l4r�orz l3,� w/raRlcr� as"xlm•wl r4r¢OR c3r5 GONr. B. Design has been based on a non-expansive soil with an allowable sail bearing capacity of 2000 pef. Active EFP• 30 pcf (level backslope). TYPICAL FOUNDATION DETAIL 1 TYf=>IGAL FOUNDATiON DETAIL C. Backfill adjacent to foundation walls shall not be placed until the walls have sufficient strength and have been anchored to the floor system above or adequately braced to prevent damage to the wall. D. Refer to the GeoteeMical Engineer's report For all soil requirements for this site_ E. All foundation pads shall be formed to proper dimensions as indicated on the drawings and centered on column or wall. SEE STI FOR VERTICAL WALL CONNECTION F. the location of foundation Jogs, steps and top of wall elevations and connections are critical to foundation performance. These items 4" GONG SLAB W/6X&X10/10 WWF tj 1/2" OVER 6 MIL VAPOR BARRIER OVER ' MAX. 2 COURSES are shown on the plans but may change during the actual construction. As a result, this design can not address proper Foundation 4" CONC SLAB W/ 6X&X10/10 WWF 5 1/2" WIDE CONC. SILL TOP AT MAIN ABOVE SLAB LEVEL. SEE STi FOR VERTICAL Builders confi oration unless Stated s ecificall on the drawings. CLEAN, WELL COMPACTED, TERMITE OVER 6 MIL VAPOR BARRIER OVER g p y g TREATED FILL SLAB LEVEL. TOP TO GARAGE FLOOR WALL CONNECTION CLEAN, WELL COMPACTED, TREATS FILL STOP LATH AND (Ir4 CONT. IN SOLID GROUTED STUCCO CORNER VARIES* MAX 5 1/2" (HEIGHT$ EXCEEDING • CONCRETE- N ---`---�- �- ��� µ BEAD t" BELOW WIOTH REGI ADDITIONAL ANALYSIS) U-BLOCK COURSE FIrsSourCe VARIES rµ-�•-- ----- ' _ _ FINI�aHED FLOO TYPICAL SEAS—�_- `_ _ 04N GONG SLAB W/ 6x6x10/10 WWF ofJ ac kSo n V 1 I I e A- Detail reinforcement in accordance with AGI 315-80 (Revised ISaa), Detailing Manual. Minimum concrete cover For reinforcement _ ___ _,� �' — TT-- J =I I I III(- 'I I(( I i I(= 01R 6 MIL VAPOR BARRIER OVER TYP. VERT. shaft be as follows: — — —�_)II1=)III CLEAN, LL COMPACTED, TREATED FILL REINF. against earth 3" _ IIII_ I =ro MIL VAPOR BARRIER SLOPE _ DesignCenter,lnc. 1) Concrete Gast IIII—I i=I I I I=I I I i— Mill _ 2)Formed concrete exposed to earth or weather 1-1/2" _ _ =IIII—i I I IIII= IIII 'III 1=1 I I I= ��� IIII=IIII=III 3) Interior slabs, walls 3/4" IIII=IIII=IIII=IIII ,;,, !illi —_-(I04 CONT_--I CLEAN COMPACTED TIIIIIIIII-IIII II YPICAL FOOTING - SEE 1/5T2 FOR tv si strep th of concretes used for foundations and slabs shall be 2500 pat 28 days. =i I I i=IIII= IIII=IIII— = 8° — SAND FILL _ = SIZE/REINFORCEI"iENT �551D Roosevelt FloridaBIVd. B. Minimum compressive design g IIII—II III-IIII-=IIII JacicSonville, Fl C. Reinforcing steel shall conform to ASTM A615, grads 40. i=III I I i 1=1 i I 1=IIII II 1=IIII III —IIII=III(T D. Longitudinal reinforcing 1n walls and Footings shall be continuous at corners and intersections. Matching corner bars shall be used. IIII `IIII�`IIII—IIII—IIII — _ _ 22 4 9 g g Minimum lap of reinforcing shall be 40 bar diameters, but not less than 201. Tel 9(a�.172-61�ia E, All concrete operations, fncludin9 but not limited to mix design, mixing, transporting, placing, reinforcing detailing and placing, curing, �ry I I �� TYPICAL FOUNDATION Ii-!I III- -- —_—IIII— Fax 904.317-M5 and t8atinB shall be dons to accordance with tho raquiramente and applicaticn of ACI 301-8.4 (85), "^�peclr(catlons fpr Structural Concrete". TEF DO'S'/' `� I�N4I0K9 IIII IIII-III -IIII-II _ 11 NON-1_041D SE4IR'ING TURNED DOWN EDGE r_>Is7"r'c;�F_ wooD_ 2 FOUNDAT ION AT GARAG.E OUND4T ION AT GARAGE A. Framing lumber shall be as follows or better: 2 x Rafters/Beams/Joists 02 5YP 1(3% M.C. I-Joists Provided by TrusJoist, or equivalent. Engineered Beams Provided bOVER y TrusJoist, or equivalent. 4" GONG SLAB W/ rARRIE IIAdP I9n% , MIL VAPORR BARRIER OVER OVERLAP SLAB RECESS SLAB 3/4" FOR Plates "2 5YP M.G. CLEAN,WELL COMPACTED, TERMITE studs 02 SPF Ic-M. M.C. - Typical - Unless Noted Otherwiss TREATED FILL 2„ �I/HEADER BLOCK OR Stud Grade 5PF 19q. M.C. (2x4 up to 6-1 1/5", one story residence onty except partially enclosed structures) FORMED t CAST a I Imo" THRESHOLD B. All malls shall be type "Common" unless noted otherwise. Options to using common nails are as follows: STEP DOWN 1-1/2" DEPTH = STUD + t 15L (FROM OUTSIDE FAGS OF BLOCK) 12d=l0d=0.131"x3" Gun Nails - . RECESS SLAB 3/4" FOR 5GD 8d=0059"x2 1/4" Screw/Glue Shank Gun Nails (provided that the o/c spacing is reduced by 1/3. I.E.- rad * 6"/12"o/c becomes - VARIES — �- =-=-- 44" CONC SLAB W/ 6X&Xi0I10 WLLF '[ pit �'-.- �,-r'�- = OVER 6 MIL VAPOR BARRIER OVER 0999"x2 I/4'" 4"/8"o/cJ TYP. 5LA8 CLEAN, LL GOMY�ACTED, TREATED FILL =1 I I I=1 I I= I=III 1—I I TYP. 5LA5 C. Where not otherwise shown on lana, ail nailing or screwin shall be as indicated in the current Florida Building Code, ASCE 7-98, �`I�11=111= 1=IIII=1i — — P g g y -v IEIIII=III_— —IIIL-111= I=IIII—III _ _ IIII and/or 1991 ND5 - — _p g. _ I I ..� . . _ _ � = = = =referenced above. All sheathing must be nailed or screwed t adhesives SHALL NOT be used in laces of nailin _ =IIII I I=11 (I=t„ GLEAN G�,P,�GTED I I I ISITYPICAL FOOTING - SEE i,5T2 FOR D. Metal connectors to be provided by sIMP50h1 Alternate connectors w/ equivalent or higher- allowable loads may be used in lieu of — =IIII=11) YPICAL FOOTING 5Ai P FILL 51XE/REIPFORCEMEN specified components. IIIIII1— III=1II _ IIIi— _ SEE �5 2)"4 CONT. _ I-STORY I I IIII IIII--_IIII FOR 512F/ —'!I I i—I I I I I I I-1 II I=1 I I I IIIIIIII=1111 =IIII=IIII =11 — _ — — <1 E. All exterior walls to be sheathed with min. "I/1rv" O.5$. with ad * 6" oz. along panel edges, 12" oz. In field l8" with partially enclosed (2)"5 OR (3)+4 CONT.FOR REINFORCEMENT structures), except as noted on Structural plan. IIII=IIII=1 = l� I—IIII 2-STORY0 F. Engineered componets (trusses, I-Jolst, etc.) shall be installed per manufacturers specifications t dlrecttos. - 1 5TORY I, �' + ':'.��. IIII= TYPICAL F< UyDATION =IIII G. All permanent bracing of trusses with continuous lateral braces shall be diagonally braced per 1­115-V spaced not more than 16 feet oz. and I I I I I I 1 II I I I I III 1=1 I I 1=1 I I 1=1 I I!=1 I - Q� not more than 4' from end of continuous lateral brace. 2 =IIII— —IIII 5T L: INTERIoiz BE�RINC IIII-IIIi-Illi- IIII=IIII=IIII- ,1 o �— i2n Detail, fabricate, and erect steel according to A15G '`►8 5TEMWALL STEP DOW3 FOUND. �T S.Cs.D. FOUND, .4T 5-C .D. A_ i--� ecirication For the Design,Fabrication, and Erection of Structural Steel Buildings", 9th edition. L " 5p 9LL B. Structural steel shall be: _ Except as below ASTM Agro Pipe ASTM A53, type E or 5,Car. B 4" GONG SLAB W/ 6X&X10/10 WWF HOLD HDR ELIC OVER 6 MIL VAPOR BARRIER OVER TO OUTSIDE Tuba A500 MARBLE SILL CLEAN,WELL COMPACTED, TERMITE 11/20 C. All bolts shall be A301unless noted otherwise. TREATED FILL TYP. SLAB D. All welding shall be by a certified welder. I-I/2" 5" MAY VARY TILE HAND TOOL ALL CONTROL JOINT „ MASONRY., �E�FOUNDATION OVER 6 MIL VBAPOR BARRIER OVER = COOL 1 DEEP WHILE CONCRETE _ 15 WORKABLE 0CLEAN, LL COMPACTED, TREATED FILL _ A. Concrete block shall have a minimum compressive strength, f'm of 1500 psi. Masorry shall be laid up using type 5 mortar only, with earth "it be routed full. Grout shall have a minimum compressive strength of 9000 psi. �,.___--____ =III{=IIII= I--IIII=IIII An mason (n contact g p 9 y y 1=II Ii=111 — —III I=11)i B. All concrete masonry operations, shaft be done: in accordance with the provisions of the latest applicable recommendations of the b .-d" :=`---- -�-T- AGI Manual of Standard Practice. _-- IIII IIII=IIII III I=IIII — IIII C. Lap all vertical reinforcing a minimum of 20", r� i I I�Ii _ — -_-__ - =IIII--IIII=II I I TYPICAL FOOTING - SEE 1/5T2 D. Provide horizontal Joint reinforcing at 16" oz, vertically. Reinforcing wire shall conform to A5TM A52 and A5TM AI61 TYPE 304. IIII I I � I I I =IIII=IIII III=IIII-�� 51ZE/REINFORGEM T TYPICAL FOUNDATION III„111 —II I i=IIII .” � IIII IIII 6 MIN SUNKEN 5HOUJE R DETAIL I I I i--•I I l i=""=1 I I I—I I � � 13 � CONTROL JOINT � FOUND. .4T DOOR SILL 4 FOUND. A7 DOOR SILL DRAWN BAM,RW CHECKED LAP STANDARD FOUNDATION DETAILS SCALE NOTED DATE 1/11/02 JOB NO. STANDARD i' AIR SPACE (Ir4 x X-0" OVER -FLASHING MUST PASS THROUGH B"xa" CHASE IN TRUSSDETAILS �•�,_-_� r-.ti:�• GONG. BLOCK STEM RI BCK VENEER * A LEVEL BELOW F EXTEND FLASHING BELOW SHOE PLATE ____-___ —_ _ WALL. SLOPE \WIIllllll/ ire if �J /�y� EXTERIOR WALLS HAVE THE EXTERIOR METAL OR PLASTIC GROUT SOLID GRADEI — I I=1 I.. .•. .. - `� e��?�` �,.�•.Jrlrp/,�/vim rIl P O Un toll a t I y 1 I Note : SHEATHING FLUSH WITH THE FOUNDATION. (POLY)FLASHING AROUND PIPE GROUT 50LID PULL ALL INTERIOR WALL DIMEN51ON5 a• + i FROM OUTER EDGE SLAB. WEEP HOLES * 48" O/C Q CLEAN COMPACTED AROUND PIPE III l o�strUctiori " C4 Woob vert i ca G SAND PILL 3/4 (NOMJ STUCCO OVER LATH d PAPER _ Z &" MIN DEEPEN =I i( - 1/ T2 - '( 51 l o w n atop FoundatIon 1/4" GAP BETWEEN SHEATHING A CONCRETE � FOOTING * cF1A5E — TYPICAL Fool1NG SEE 5 _ TYPICAL FOUNDATION FOR StZE/REINFORC �� _ ick ' LOCATION AS REQ'D TO 5h, r, ` T +rPROVIDE PROPER -w- _ �Ii �, y. cleta i l5 for clarity. wood, FOOTING DEPTH. —III—III—III f �"��j ` 1 •' '�"4 0 �tucco STOP GRADS � UT i L I TY C -,45 cmU, icfor other str�ct �ra ( LIGHT COAT MASONRY "DRESSING" TO FILL FILL VOID BETWEEN BRt UTILIT'r C - ASE BLOCK VOIDS AND/OR HONEYCOMBS VENEER 1 FOUNDATION vertical con,5tructlon WW/1"IORTAR OR 16 ALL GROUT,FILL SOLID FROM FOOTI sd To UNDERSIDE OF PLAN o acceptable - see STI for ep eci f ice. 15 STUCCO DETAIL 1� 5RICK DETAIL MONOLITI-4iC FOUNDATION DETAILS STEM WALL FOUNDATION DETAILS SHEET THESE DETAILS ARE INTERCHAN6EABLE WITH THE THE5E DETAILS ARE INTERCHANGEABLE WITH THE STUCCO ADDENDUM 5RIC< ADDENDUM 5TEM WALLS FOUNDAThL)N DETAILS. i"fONOLITHiC FOUNDATION DETAILS ST2 OF - 5HEETS 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 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 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 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 . ............. ........ ... 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,