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Linkside Drive 1484 MAP OF SURVEY A PART OF THE CASTRO Y FERRER GRANT, SECTION 38, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE, COMMENCE AT THE INTERSECTION OF THE EAST RIGHT—OF—WAY LINE OF MAYPORT ROAD (STATE ROAD NO. Al A, A 120 FOOT RIGHT—OF—WAY) WITH THE SOUTH LINE OF ATLANTIC BEACH VILLA UNIT NO.2 AS RECORDED IN PLAT BOOK 31, PAGE 13 OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY; THENCE SOUTH 68'45'00" EAST, ALONG THE SOUTH LINE OF SAID ATLANTIC BEACH VILLA UNIT NO. 2, A DISTANCE OF 400.00 FEET TO THE NORTHWEST CORNER OF THOSE LANDS DESCRIBED AS PARCEL 1, IN OFFICIAL RECORDS VOLUME 9948, PAGE 2361 AND TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 68'45'00" EAST, AND ALONG SAID SOUTH LINE, A DISTANCE OF 75.00 FEET; THENCE SOUTH 21'15'00" WEST, A DISTANCE OF 100.00 FEET TO THE NORTHERLY RIGHT—OF—WAY LINE OF CORNELL LANE (A 50 FOOT RIGHT—OF—WAY); THENCE NORTH 68'45'00" WEST, ALONG SAID NORTHERLY RIGHT—OF—WAY LINE, A DISTANCE OF 75.00 FEET TO THE WESTERLY LINE OF SAID PARCEL 1; THENCE NORTH 21'15'00" EAST, ALONG SAID WESTERLY LINE, A DISTANCE OF 100.00 FEET TO THE POINT OF BEGINNING. ATLANTIC BEACH VILLA UNIT N . 2 PLAT BOOK 31, PAGE 13 �I W ^ ZON B L 0 C K SII 3 �� POINT OF I LOT 6 0 LOT 7 bl Fo ( S 66'48'33' E �gg REFERENCE ( S 68.48'33" E FIE ) 25•'2' FlELD ) oc7 S 1/2" IRON f �a S 68'45 00 E oa FENCE PI E. CAP LB3672 S 68045'00" E 7 .0 N a 25.00 �- TO UNE S 68'45 00 E 400.00 1• 6 WOOD FENCE ON UNE 4' CHAIN UNI FENCE FOUND 1/2- IRO PIPE. NO CAP #23" LIVE OAK (0.51' S'Iy) yK9" PINE POINT OF <w BEGINNING I #6. 3NEPINE O O120' REAR B.R.L. P w 00 O 0" PINE 11INL— Q I I� . ' . O o 9 0 �� 390' w 0. �1.4o co Q m )bt17" PINE m Q icV p Qa U YK LL.I p W us( 13' PI E* 10 O =Li v— LLJ � Ors tq 0)O z 11 PINEN �OLIL ? JO a I I Z PARCEL 1 , OFFICIAL RECORDS E N w P w+ PROPOSED 948, PAGE 2361 Ow °' �N I RESIDENCE I 3 0 3 31 J Lu '12" WATER OAX, � �'- O 26" LIVE I 0 N O J OI " WATER OAK O �' N� N �, I o " O O 0. .... r- 8" PINE �- w CV W 39.0' I N a NI 0� O 20' FRONT B.R.L. O W U PIFZI^- W LL- PINE u- " PROPOSED O DRNEWAY 8" WATER OAK 2_ PALM 16" PINE21" ATER 0 1. 3" P * PINE 6" WATER OAK 7" WATER OAK PPE, NO/CAPRON N 6$'45'00» W 75.00' N 25.00 Z N ( N 68'49'57" W FIELD ) z1O N 68'45'00" W r ( N 68'49'57" W N El \� 24.93' FIELD ) 0 Na E0 a. C 0 R N E L L LANE 50' RIGHT OF WAY 1) THIS IS A BOUNDARY SURVEY. THE PROPERTY SHOWN HEREON APPEARS TO LIE 2) BEARINGS BASED ON A LINE FROM THE IN FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR INTERSECTION OF THE NORTH RIGHT OF WAY LINE OF FLOOD PLAIN) AS WELL AS CAN BE DETERMINED CORNELL LANE (A 60 FOOT RIGHT OF WAY) WITH THE FROM THE FLOOD INSURANCE RATE MAP, EAST RIGHT OF WAY LINE OF MAYPORT ROAD (STATE COMMUNITY PANEL No. 120075 0001 D, REVISED ROAD No. A-1—A, A 120 FOOT RIGHT OF WAY) TO THE SOUTHEAST CORNER OF THOSE LANDS APRIL 17, 1989 FOR THE CITY OF ATLANTIC DESCRIBED IN OFFICIAL RECORDS VOLUME 9937, BEACH, DUVAL COUNTY, FLORIDA. PAGE 738 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA BEING SOUTH 68'45'00" EAST PER SAID DEED. THIS SURVEY WAS MADE IN COMPLIANCE WITH 3) BUILDING RESTRICTION LINES (B.R.L.) SHOWN AS SUPPLIED BY CLIENT. THE MINIMUM TECHNICAL STANDARDS SET FORTH 4) BUILDINGS AND DRIVEWAYS SHOWN HEREON ARE IN CHAPTER 611317-6 OF THE FLORIDA ALL PROPOSED. ADMINISTRATIVE CODE. 5) TREES SHOWN HEREON WITH AN "X" THROUGH THEM ARE PROPOSED TO BE REMOVED. "NOT VALID WITHOUT THE SIGNATURE AND THE DONN W. BOATWRIGHT, P.S.M. ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." FLORIDA UC. SURVEYOR and MAPPER No. LS 3295 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: DATE: DRAWN BY: SWC BOATWRIGHT LAND SURVEYORS, INC. OCTOBER 30, 2002 FILE: 2002-1261A 1711 SOUTH 5th STREET, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1 i /Z ool U / MAP OF SURVEY A PART OF THE CASTRO Y FERRER GRANT, SECTION 38, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE, COMMENCE AT THE INTERSECTION OF THE EAST RIGHT—OF—WAY LINE OF MAYPORT ROAD (STATE ROAD NO. Al A, A 120 FOOT RIGHT—OF—WAY) WITH THE SOUTH LINE OF ATLANTIC BEACH VILLA UNIT NO.2 AS RECORDED IN PLAT BOOK 31, PAGE 13 OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY; THENCE SOUTH 68'45'00" EAST, ALONG THE SOUTH LINE OF SAID ATLANTIC BEACH VILLA UNIT NO. 2, A DISTANCE OF 400.00 FEET TO THE NORTHWEST CORNER OF THOSE LANDS DESCRIBED AS PARCEL 1, IN OFFICIAL RECORDS VOLUME 9948, PAGE 2361 AND TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 68'45'00" EAST, AND ALONG SAID SOUTH LINE, A DISTANCE OF 75.00 FEET; THENCE SOUTH 21'15'00" WEST, A DISTANCE OF 100.00 FEET TO THE NORTHERLY RIGHT—OF—WAY LINE OF CORNELL LANE (A 50 FOOT RIGHT—OF—WAY); THENCE NORTH 68'45'00" WEST, ALONG SAID NORTHERLY RIGHT—OF—WAY LINE, A DISTANCE OF 75.00 FEET TO THE WESTERLY LINE OF SAID PARCEL 1; THENCE NORTH 21'15'00" EAST, ALONG SAID WESTERLY LINE, A DISTANCE OF 100.00 FEET TO THE POINT OF BEGINNING. ATLANTIC BEACH VILLA UNIT N . 2 PLAT BOOK 31 , PAGE 13 18 B L 0 C K I 3 pz z;; POINT OF I LOT 6 .��, �9 LOT 7 N� c ( S 68'48'33 E REFERENCE ( S 68.48'33" E FIELD >I� $11 25.12' FIELD ) S 1/2' IRON s a 0 of S 68'45 00 E=,l FENCE r " to CL PI E, CAP U33672 S 68 45 00 E 7 .0 via 25.00' woa TO UNE S 68'45 00 E 400.00 1• 6 WOOD FENCE ON UNE 4' CHAIN LIN FENCE FOUND 1/2' IRO PIPE, NO CAP23' LIVE OAK (0.51' S'ly) Tc9' PINE pi POINT OF QUI BEGINNING I #6' PINE O d O I u20' REAR B.R.L w 00 0' PINE OI 1 1. 39.0' 0c) j w 9 z'I 17' PINE Id 0 N pl Q Q r m 7 w m 0 ►'� �1i1 p U vo-i( 13' PI E Io .�� m t\ Oto zl 11 PINEK '� p On n � �- Z PARCEL 1 , OFFICIAL RECORDS NOL E V) w �� 12' PtW PROPOSED 948, PAGE 2361 > _0t I RESIDENCE I 3 0 3 �I (yj l 12' WATER AK LLJ (] J- 0 S ?� N f • 26' LIVE ,�•� I 0 g N 0 N \\ Q I ' WATER OAK u U y Lo p 0- I �y ( o "N 0 T NL 8' PINE v- CC W 39.0' I N a NI NI II .j O 20' FRONT B.R.L _j W Q I PIKE— V PINE Vwi L'' " Ll- PROPOSED 7• "* I2 O DRIVEWAY 8' WATER OAK 2" PALM " YY 18' PINE# 721" ATER 0 *T PINE 6" WATER OAK 7' WATER OAK FOUND PIPE, NO CAPRON N 68'45'00» W 75.00, N25 ' .00 o N ( N 68'49'57" W FIELD ) 2zw N 68'45'00" W 9 ( N 68'49'57' W N izd 24.93' FIELD ) �0d o Ll ZLj aa 'n 0- LoIt gyp/ C 0 R N ELIL L A N E 50GHWAY 1) AY 1) THIS IS A BOUNDARY SURVEY. THE PROPERTY SHOWN HEREON APPEARS TO LIE 2) BEARINGS BASED ON A LINE FROM THE IN FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR INTERSECTION OF THE NORTH RIGHT OF WAY LINE OF FLOOD PLAIN) AS WELL AS CAN BE DETERMINED CORNELL LANE (A 60 FOOT RIGHT OF WAY) WITH THE FROM THE FLOOD INSURANCE RATE MAP, EAST RIGHT OF WAY LINE OF MAYPORT ROAD (STATE COMMUNITY PANEL No. 120075 0001 D, REVISED ROAD No. A-1—A, A 120 FOOT RIGHT OF WAY) TO THE SOUTHEAST CORNER OF THOSE LANDS APRIL 17, 1989 FOR THE CITY OF ATLANTIC DESCRIBED IN OFFICIAL RECORDS VOLUME 9937, BEACH, DUVAL COUNTY, FLORIDA. PAGE 738 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA BEING SOUTH 68'45'00" EAST PER SAID DEED. THIS SURVEY WAS MADE IN COMPLIANCE WITH 3) BUILDING RESTRICTION LINES (B.R.L.) SHOWN AS SUPPLIED BY CLIENT. THE MINIMUM TECHNICAL STANDARDS SET FORTH 4) BUILDINGS AND DRIVEWAYS SHOWN HEREON ARE IN CHAPTER 611317-6 OF THE FLORIDA ALL PROPOSED. ADMINISTRATIVE CODE. 5) TREES SHOWN HEREON WITH AN "X" THROUGH THEM ARE PROPOSED TO BE REMOVED. "NOT VALID WITHOUT THE SIGNATURE AND THE DONN W. BOATWRIGHT, P.S.M. ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. FLORIDA UC. SURVEYOR and MAPPER No. LS 3295 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: _ DATE: DRAWN BY: SWC BOATWRIGHT LAND SURVEYORS, INC. OCTOBER 30, 2002 FILE: 2002-1261A 1711 SOUTH 5th STREET, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1 4)16� PLq" 4 - l gLodC - l&2 8C 14 1=7L 70 • f It i N � D !!i . z o /!1� z2 � N SCALrz o SHEET 1 OF 2 SEE SUEET 2 FOR MAN B. `RINO Q /A/rus,-cr/o.+ .berm 11.e, vee 4rrlo y Ar,-,,e 6e4rr LEGAL DESCRIPTION U, I R, a k//rr/ V-jr Cove eNM r'A1r MCANo z< 44 6. AND CERTIFICATIONS LAM;MRO€`PX1S 3120 BARBERRY CT.MIDDLEBURG,FLORIDA 32068 MM S. 00 /16 "E. Al yl'of j</ESr P4.4 z 4 /10,40 (904)291-1958 FAX(904)29149(4 fbG'Of'00'E. /oGd.3tJlO� /o¢f.OSCO� AS ✓AC.4rE0 OY 0,ea vo. (,t•8� /o r� I HEREBY CERTIFY THAT THIS Egsr �jovel,,.r�wr /bfEA„Oc2 BOUNDARY SURVEY h � �,{PErud� //,moo?stQUGrEo N O/TCs/ 9 4fem EA+r- Ave Ql(.41--4 LE ►4ETS THE fL \ \L\iL%i TECMTCAL STAND.U2DS SET FORTH BY THE T�r'p'v //L CLO Y670, v40 FLORIDA BOARD OF PROFESSIO\.U_SURVEYORS AND MAPPERS IN /•--- orl&i er I4NO 5_ - C)LAPTER61G17dFLORIDA ADS0:1STRATIVECODE.MRSULNTTO WEfT PG'4 2.4 Q040 R� SESTN 472.027.FLORIDA STATUES.A4D FURTHER CERTIFY THAT TITERE.ARE NO%1SBL E ENCROACHMENTS UPONME SUBJECT fPROPLRTI'EXCEPT AS SHOK:O\ HI THIS SURVEY. 4 /O?.o / V / Q SLR%I*I'FD Lor- / C THURMyB G 1 •CDATE PROFE t 'EAVt9 YOft' #4424 % .J A O U\7�SS IT�E.tltjk Sk .iff >�1Ni (NtIG1CT ii I�ALSED SEAL of A FLORIDA fx€y 5 'GR V 114 T) A71R.TILS MAP IS e '�y1 O FOR L\FORa4ATlai:. sRPAC �'11Y A.�6 iG<IT1'.UID. Q -7 V � FLOOD ZONE AS BEST ASSERTED FROM THE WEST /02.o (.o)(ice) FLOOD INSURANCE MAP, COMMUNITY PANEL / CQ NUMBER 000/ O DATED¢/Z�q L ur Z v /S/• ',-R0Ej?.y LvT 2 9a- D/9SA /3(AGIC /g/ FIELD BOOK & PAGE(S) D o 1y,d lua ORA'.'ow B Y: JUN 15 1999 62 R 1,75iON City of Atlantic Beach Building And 70ning FOR GENERAL ,VOTES AND LEGEND SEG REVERSE ��,�� cE5G4rvncx er 1 2 3 4 5 6 28'-0" A db I " I m I I I I ELECTRICAL LEGEND I I n � c - n 'WP WATERPROOF SWITCH O RECESSED LIGHT I � c 0GF) GROUND FAULT SWITCH WALL MOUNT SPOT I I DIMMER CLG. MOUNT SPOT I Ln O $4 4-WAY SWITCH -(� CLG MOUNTED FIXTURE O 3 3-WAY SWITCH � I SWITCH �0WALL MOUNTED N TRACK LIGHT -p DUPLEX 110V B O FLOOR 110V = CEILING FAN m GROUND FAULT OT. r— QUADRUPLEX I n O FT-1 ot --e SINGLE ® SMOKE DETECTOR I n I C7 SWITCHED OUTLET ® DOORBELL M —{ a I 3 WATERPROOF ® N fil . � FLOOR PHONE JACK > N I N220V OUTLET ( r TELEPHONE JACK D bug Q 03 ® EXIT LIGHT/CL(; I 3 -� TELEVISION JACK EXIT LIGHT/ WALL I � THERMOSTAT I f--i EMERGENCY LIGHTS I o 0 FLOOD LIGHT I I EXHAUST FAN D G7 0 FLUORESCENTS TI » ❑p HARD WIRE I I I c I I qp I I I I M I I L I q - 28'-0" FOUNDATION PLAN 1/411=1'-0" ELECTRICAL PLAN 1/411=11-011 D 0 a Q) �-- Q ZZ(2 — DSGN Q_ pDR J.A. CRAMMOND NE INCH BEACHES HABITAT !NO. 46-3 ro"ARMI RIGINAL DRAW...\4bed.d ril2002LOo o CHK BEACHES Four room Plan J 2R\ IF NOT ONE INCH ON o u Bedroom d w N , ' HABITAT THIS SHEET, ADJUST Electrical and Foundation Plans Of N APVD NO. DATE REVISION BY APVD SCALES ACCORDINGLY n 02/06/2003 /2:18:56 PM i 1 I 2 I 3 I 4 I 5 I 6 A 0 91 ASPHALT SHINGLES OVER 7/16 MIN. OSB SHEATHING NAILED 6"OC, EDGE' 12" OC FIELD W/ 8d NAILS ON PRE- ENGINEERED ROOF TRUSSES AT 24" OC TTS 2X6 SYP FASCIA \"GWB W/ VINYL WRAP SANIBEL STRAP, CHANNEL SET VINYL EA TRUSS SOFFIT DBL 2x4 SYP*2 TOP PLATE VINYL SIDING OVER TYVEK HOUSE WRAP 2x4 SPF*2 STUDS 016" ON 7/16" OSB SHEATHING NAILED 6"OC EDGE, 12" R-11 BATT INSUL OC FIELD W 8d NAILS m M 2X4 PT SOLE PLATE Z 0 \"—x10" ANCHOR BOLTS '—' 24" OC W 2x2x—" WASHERS B Z M 3000 PSIFIBERMESH CONC SLAB M ON 6 MIL POLY VAPOR BARRIER M m ON CLEAN, COMPACTED, TERMITE p TREATED FILL FINISH FLOOR �7 FINISH GRADE (n a Q - m CTt N O �(� N �1(p p N �n 2.5 STEEL, CONT O C7 EXTERIOR WALL SECTION N.T.S. C ROUGH ITEM MARK DESCRIPTION OPENING WINDOW 30/0 SH 3'wide by Y Ngh-single hung window 3'-%2'x r%2' 30/0 SH 3'wide by f Mgh-single hung window (ob=re glass) 3'-%2'x 3'-%2' — — — — 3050 SH 3'wide by 5'high -single hung window 3'-%2'x 5-%2' I 4050 SH 4'wide by 5'Ngh -single hung window 4'-%2'x 5-%2' I BIFOLD DOOR 2068 BF 2'wlde by 6'8'Ngh -b1fold door 2'-I%2'x 6'-9/2' 3068 BF 3'wide by 6'-9'Ngh -blfold door 3'-I%2'x 6'-9/2' 4066 BF 4'wide by 6'-8'Ngh -blfold door 4'-I%2'x 6'-91'2' _ 5068 BF 5'wide by 6'-8'Ngh -blfold door 5'-I%2'x 6'-9/2' 5/12 DOOR 2668 EX 2'8'wide by 61-Migh-exterior door 21-101 x 61-ld/2' 3068 EX 3'-01 wide by 61-ffNgh -exterior door 3'-21 x 6'-/0 112 0 2866 2'8'wide by 6'-8'Ngh -Interior door 21-10'x 61-Id/2' 3068 31-0'wide by 6'-8'Ngh-interior door 3'-21 x 6'-/0112' E g ROOF PLAN 1/411=11-011 D 0 a Zi Of Q MO DSGN BAR IS ONE INCH ON SHEET 4B-4 z N DR J.A. CRAMMOND ORIGINAL DRAWING BEACHES HABITAT � bed.d v DATE April 2002 (:I- o o CHK .. BEACHES 1 Four Bedroom Plan PRO) J � \ IF NOT ONE INCH ON L d N , ' HABITAT THIS SHEET, ADJUST E x ter for Wall Sec tions and Roof Plan N0. � O dS APVD NO. DATE REVISION BY APVD SCALES ACCORDINGLY 02/06/2003 /1:56:00 AM 1 e 1 ° i I I� ° i i • w THIS DOCUMENT IS AN di e Q J INSTRUMENT OF ENGINEER'S SERVICE W FOR OTHERS FOR CON- STRUCTION OF PROJECT i N AS TITLED BELOW. + {?� to Z FROM THIS ININFORMATION STRUMENTD • _ z w F- D Z U CAN NOT BE USED FOR ° w W 0� Q OTHER WORKS UNLESS - U z WN W N Q AUTHORIZED BY THE - U51 Q ENGINEER WITHOUT L p Y_ INFRINGEMENT OF LEGAL _j ILRIGHTS. -----'- -- -- - — ___ _--_ _aaw---- -- - ------ -� j� o LU u�i z W W p E DESCRIPTION j N Q MZZ + • QW � w Uj 3 _ • ® :3 _ _ z p �� 4 _ i -- - - - - -- - - - - - - - - -_ - - - -- - - - •- - - - - 1 WWT i 2 MTS12'S ® T01 TO L) 0- • ® TOl TO r 2piy 2x4 #2 SPF POST Q p N I� ! (2) MTS12-S ST _ ;� w/ (1) WOOD*Tie ROD. - W 1 2ply 2x4 #2 SPF PO _ - W O + w/ (1) WOOD*Tie ROD. m . � ST2 ZW b A LL kn w 53 Builders tQ Fl rstSou rce tu ' 4" CON(. SLAB REINFORCED W - o q o 0 L) OfJacksonville LED D c. EITHER 6x6 10/10 WWM OR - - - m � � � eslgn enter n FIBERMESH ON 6 MIL VAPOR BARRIER 6550 Roosevelt Blvd. OVER TERMITE TREATED, CLEAN, • 0 a I � Jacksonville, Florida _COMP ACTED FILL. 44 � � 322 N X _ a A Tel 904.772-6100 � C x Fax 904.317-2835 i • f7-1 OQCU -— 1 I a 1n _ i ' - - - _.. - -- - - - - - � p 0- JU .. —+...rhe,. _. .. ... ... •. + '4",:�. ..,r ' - 6 N N e , A v _ :,,qhy<i::x.12}jtiFs:,.if?c.:M:�s;j.Nir�:....w•.:.i - � ° ' o ° V � � X w w ' , + N N • w ;• I _ a C�ll - • (n VI U U u 3 - X VI — ' (2) MTS12'S ® T01 TO - v X _ •` � ; . .. v) _ 2ply 2x4 #2 SPF POST ___ _ - � + N q • w/ (1) WOOD*Tie ROD. LL I r- r- ! N V/ (� j VI 0 V r 7 i S 72 _ 11�R Z I 1 0 V _N x o ' 1 I V 0 VI U � 'l 0 L O i N O a X o w VI u n/ } _ � 0 -fi O ll� E .� � LU ILLI pXN —1L do I '4" CON( J� 0 0 ~ SLAB I w Q U 7 � N _._j S"`, (n-� 5 � _o a � Z 111 - - - - - - - - - •- - - R E C E i V E Q 9 t� 0 w � � W q ( � i� CiTY OF ATLANTIC BEACH I 4/- FBUILDING & ZONING O (1C v Q O — rY p w `_ o P FEB 2 1 2003 W c(1 w DRAWN DAW (1 i CHECKED LAP z Z3 - BY: --- D Z SCALE I/4 ��.- •` � p0 p DATE 3/21/02 - -- 5�"2JOB NO. J202135 SOFT. 1288 —�• CITY ATL APPROVED IC BE; ° "kk tST#,UCTURAL ENGINEERING FOR USE WITH ?UILDING 01 ICE TRUSSES BY BUILDERS FIRST SOURCE. ��• •\��• .�ai),, MA 0 / 1 EN NE PRESSURES _ .' '� By: COMPONENTS 4 CLADDING PRESSURES - IN PSF btt ,•dpi y FOUNDATION PLAN STRUCTURAL PLAN a •••ST=A FS F w 81 i, - I I OPN G POS.END- AREA •) ZONES EG.e-) POSC•I NEINTERIOR-ZONES) `!y 3", L �A` \� 20-50 of 325 40b 325 38.1 0-20 6f 34.0 42.8 34.0 36.2l� 50-100 •f 31A 315 31A 33b > 100 of 30.0 355 30.0 325 WOOD•Tie I LEGEND PLAN NOTES CONNECTIONS ism"pr� BSK' xsGc�,=To am' PLAN �I I NOTE THAT CERTAIN WOOD-Tie RODS MAY BE DELETED FROM TPIS� PROJECT BASED ON THE FOLLOWING: NON-LOAD BEARING WALLS CONNECTOR METHOD OF ATTACHMENT END-ZONE COMPONENTS a I) SEE SHEETS STI AND ST2 FOR ADDITIONAL STRUCTURAL NOTES AND SHEET THAT ARE NOT ASHEAR-WALL DO NOT REQUIRE WOOD•Tie ROD INSTALLATION. WALLS THAT NAVE BECOME LOAD BEARING- OR EXISTING (2) 2x6-1 / 2 �° HEADER/BEAM CALL-OUT CLADDING PRESSURES APPLY • DETAILS. MSTA18 (14) 106 Commons�Total. LOAD BEARING WALLS WITH ADDITJONAL LOADING MUST HAVE WOOD!Tle RODS. INSTALLED AS FOLLOWS: X TO WINDOWS t DOORS IN NUMBER OF KING STUDS EACH SIDE OF OPENING MSTA24 (16) 10d Commons!Totai. X HIGHLIGHTED AREAS - TYP. O/C WOOD•Tie ROD TCLERANCES TNUMBER OF JACK STUDS EACH SIDE OF OPENING 2) THIS DRAWING CONTAINS SPECIFIC INFORMATION INCLUDING BUT NOT MST48 (48) 10dxi_I/2"/Total. ROOF TRUSS UPLIFT (LBS) WOOD•Tie ROD(S) LIMITED TO ARCHITECTURAL ELEMENTS AND DIMENSIONS, THAT 15 C51ro (28) ad or (22) 10� Commons/Total. • THE X DIMENSION ILLUSTRATES ' EXTERIOR SIZE OF HEADER MATERIAL ••TOLERANCES NUMBER OF PLIES IN HEADER PROVIDED BY OTHERS. BUILDERS FIRST SOUCE OF JACKSONVILLE INC SPH4/6/8 (12) 10dx1-1/2". THE MEASUREMENT OFF THE 0-1000 ROD(5) m 4' 0/C (INTERIOR)IOR 6 O/C (EXTERIOR). SHOULD NOT CORNER OF CORNER OF THE HOUSE WHERE "1001-2016 mADD (1) ROD ADJACENT TO TRUSS. DESIGN CENTER (BFSDC) I5 NOT RESPONSIBLE FOR THE ACCURACY OF MT512 C14) 1Od Commons or 10dx1-1/2"/Total HOUSE END-ZONE (NOT INT-ZONE) • I , 3'-0" I 3'-0'� OVERRIDE ALL EXTERIOR HEADERS C2nx6-1/2 UNLESS NOTED OTHERWISE THIS INFORMATION PROVIDED BY ANY OTHER SOURCE. PT520 (20) 10d Commons or (24) 10dx1-1/2"/Total. (TYP) PRESSURES SHOULD BE USED. "2011 a GREATER CONSULT DESIGN CENTER WOOD-TIE ALL INTERIOR HEADERS C2nx6-1/2' UNLESS NOTED OTHERWISE LGT2 04) 16d Sinkers/Ecch to Truss and Stud Column. INTERIOR GUIDELINES OUTLINED PROPERLY RATED OPEN WEB TRUSS HEADER MAY BE USED DESIGN LOADS MGT (22) 10d Commons to Wood Member - 1/2" diameter or Larger Threaded Rod per Accompanying AF FROX iMATE WOOD•Tie ROD LOCATION. X 2'-0" 1 2'-0" BELOW IN LIEU OF SPECIFIED HEADER Note on Page SI. 11 < -� ANY HEADER MAY BE REPLACED WITH ONE OF GREATER DEPTH A. GRAVITY LOADS: B. LATERAL LOADS: PGT-2/3 (8) ICd to Truss - 1/2" diameter or Larger Threaded Rod per Accompanying Note on Page 51 RODS LOCATIONS ARE FOR DEMONSTRATION PURPOSES ONLY AND DO NOT REFLECT AN EXACT ROD LO...ATION. UNLESS NOTED ROOF LOAD TOP CHORD_LL-20P5F DL=IPSP WIND LOAD - 120 MPP NGT-4 Oro) ICd to Truss • 1/2" diameter or Larger Threaded Rod per Accompanying Note on Page 51. OTHERWISE PROPER O/C SPACING (4-0" INTERIOR, 6'-0" EXTERIOR) SHOULD BE FOLLOWED. IN ADDITION, RODS SHOULD BE LOCATED AT SW" 5HEARWALL SEGMENT - REFER TO DETAIL F/STi AND/OR D/STI BOT CHORD_L.L=IOPSF DL=5PSF SEISMIC ZONE - 1 HTT16 (IS) 16d Sinkers tc Wood Member - 1/2" dimaeter or Larger Threaded Rod per Accompanying CORNERS, PLATE HEIGHT CHANGES AND AT EACH END OF EACH 5�•IEAR WALL (UNLESS REPLACED WITH APPROVED HOLD-DOWNS PER FLOOR LOAD DL=15 PSF Note on Page 51. DETAIL E/STi). RODS SHOWN IN CORNERS MAY BE LOCATED TO EITHER SIDE (WITHIN 4") OF PROPERLY CONSTRUCTED CORNER POST OR APPROXIMATE WOOD•T1e LOCATION LL=40 PSF HTT22 (32) 16d Sinkers t..) Wood Member - 1/2" dimaeir,pr or Larger Threaded Rod per Accompanying SEE WOOD•Tle SECTION OTHER SOLID FRAMING. — Note on Page 51. T45 DOCUMENT 15 AN INSTRUMENT OF HEADER PER STRUCTURAL CJT) CJ'rl ENGINEER'5 SERvICE PLAN OR TRU55 LAYOUT FOR OTHERS FOR CON- BUILT-UP OR BOXED COLUMN MAY 5TRUCTION OF PROJECT (2M5TA24 WK5Y,0d /END BE USED IN LIEU OF 4x4 OR rox6. AS TITLED BELOW. FROM BEAM To POST INFORMATION DERIVED CENTER STRAP v JOINT USE 4ply 02 5YP QS 5ply 02 5PF 2x4 FROM TI415 INSTRUMENT UN.O.ON STRUCTURAL BUILT-UP COLUMN I.L.O 4x4 PLAN. CAN NOT BE USED FOR USE 5ply 02 5YP QB 5ply •2 SPF 2x6 OTHER WORKS UNLESS PT 02 SYP 4x4 POST BUILT-UP COLUMN I.L.O e x6 AUTHORIZED BY THE -COLUMNS GREATER x ENC=INEER WITHOUT THAN lo'Q8 THOSE 111 Q SUPPORTING INFRINGEMENT OF LEGAL ENGINEERED WOOD Q RICxHTS. / PRODUCT: USE PT "2 > O IC E l7ESGRIPTION SYP 6x6 PO T. (UN.O. �Q ON STRUCTURAL PLAN) - ---- ----- - (2)•2 SPF 2x4 9 EA.CORNER I.L.O.4x4 POST.(3)•2 SPF p SAM 3.4.02 2x4'5 a CORNERS DIRECTLY n POST TO SLAB CONNECTION, BENEATH BEAM WHEN 6x6 IS N WITH A5U44 OR AI3U66 W/ I REQ'D• (12)16d 4 1/1"0x4 1/4" EMBED: 14T7I6 t 5/8"0x5-1/2" / N EPDXIED ALL TPREAAD �o EMBED EPDXIED J C' 3 (1)HTTI6 t 5/8"0 x 5-1/2" 1 ALL THREAD 9 •2 STP LEDGER FASTENED �_--___ __ -- --- ry EMBED EPDXIED ALL �_____ _____- EACH Og TO 16" o/c STUDS w/_131x3" 4 - THREAD. - y / ALTERNATIVE 45 GUN NAILS 9 EA STUD SHOWN ON (TRU55-TO-LEDGER i STRUCTURAL PLAN. CONNECTOR SPECIFIED ° > ° J� , BY TRU55 ENGINEER) BEAM ABOVE A.P.A.OR TECO RATED LEDGER t CONNETION SCHEDULE (PER TRUSS) SHEATHING W/FOOTING RV'0-116- 2x6 w/(5)NAILS e EACH STUD. PLAN FOR SIZEJ� DATION i 6`/8"o/c ad NAILING RV•1'1"1'1-1241-_2x8 w/(8)NAILS 9 EACH STUD. - 4 SIDES RV•1242-1862_2x12 w/(12)NAILS 9 EACH STUD. TYP_ PORCH POST d ALT_ BOXED BEAM FRAMING DETAIL COLUMN DETAIL TRUSS LEDGER DETAIL TRUSS TOP CHORD (2)2x4 .2 SYP APPROVED TRUSS-TO-IB CONNECTORS Builders OVERHANGS IN EXCESS OF 16" AND UP TO 24" MSTA24 U1/(9)10dlEND,@ ON STUD BLOCKING(TYP) - - UPLIFTS > ' USE 2x4 5YP OUT LOOKER AT I6"o/c CLIP TO ASSEMBLY ITYP 4 9 HEADER,4 9 SILL) UPLIFT(LBS) CONNECTION �- `- STUD WALL SPECIFICATIONS_ F�rstSou rce 1/16" A.P.A.OR TECO RATED - - 1000 SEE - - HORIZONTAL 2x4 SPF 02 DBL.TDP PL.SS WITH 12)05 W/CBJBd.OVERHANGS SHEATHING ON ROOF DECK 0-465 !IJ H5 W/(4)Sd%EK_D STRUCTURAL P HT.(FT) STUD SCHEDULE BLOCKING BTWN TRUSS 16"OR LESS USE 7x4 5YP OUTLOOKER AT 24" 0-145 (I)H8 W/(5)10d x_I-1/2"/END 0=9'_I 1/8" _ 2x4 "2 SPF STUD5 1r 16" O/C BLOCK SHEATHING EDGES o/c WITH(IJHS W/C8J8d WITH Sd NAILS AT 4" O.C.AT - PLAN. OfJaCkSOr�VII Ie E CONT 2x4(MAYBE OMITTED IF(I)NSTA18 15 USED WITHIN 4'OF GABLE TRU55 L HEADER PER STRUCTURAL PLAN ALL FRAMING MATERIAL TO BE ALL 5UPPORTED PANEL 465-930 !2)H5 W/(4)8d/END/EA. 0-10'-I 1/8" 2x4 •2 SFF STUDS a 12" O/C FROM BLOCK-TO BLOCK ACROSS EA.TRUSS) EDGES AND 8" OC. IN FIELD. 145-1000 - l2J H8 W/l5J loci x 1-1/2"/END/EA, __ 2x4 "2 SYP STUDS © 12" O/C DesignCenter Inc. N E-FASTEN 5HEAT141NG TO FRAMING AT 3"o/c I n "2 SYP EXCEPT AS NOTED. "2 SPF - 0-11'-1 1/8" MAY 15E USED ILO 2 SYP ONLY (6)I-I/4"GALV.ROOFING 0-1000 (1)016/NI6S Ul/(10)loci x I-1/1" TO TOP PL. 2x6 •2 SPF STUDS a 16" O/C t ON EDGES,6"o/c IN FIELD W/8d. - • _- _6_-T2-TT/61 -_��-_ 10d 9 6"o/c FROM IF BOTF I SIDES OF FRAMING; IS NAILS m EACH SHINGLE TO 0-1000 (1J MTSI2 W/(1J loci x 1-I/2VENp m T2-Tf%Bn 2x6 '2 SPF STUDS 9 16" O/C CONT.2x4 TO 2x4 SI-IEATHED. SNEATING BLOCKING PURLIN BOTTOM CHORD OF ALL 550 Roosevelt Blvd HORIZONTAL 2x4 SPF •2 A.PA RATED SHEATHING TO r2ECTION BLOCKING BTWN TRUSS MATCH ROOF SHEATHING r5WE3 ® TRU55-TO-P- CONNECTOR SEE TRUSSES WITH 1x4 5YP Jacksonville, Florida TRUSS SCHEDULE FOR PRE-ENGINEERED ROOF PERPINDICULAR TO TRUSSES 9 NAIL THROUGH A.P.A.RATED SHEATHING 7 CONNECTOR TRU55 OR RAFTER 24" O/C w/(3)loci NAILS AT ROOF SHEATHING " INTO NO.2 SYP FRAMING W/86 AT 3" 32244 2x 2 SYP DBL.TOP PL.(SLOPED) O.G.AT ALL EDGES AND INTO EACH PLY EACH TRUSS - UN.O. OF EACH DOUBLE INTERIOR PLATE, 12" SPF STUDS ALL EXTERIOR WALL SHEATHING Tel W4,7112-6100 I,, O.G.ELSEWHERE. SHALL BE 1/16"A.P.A.RATED SPH4/6/8 32"O/C OL2 CONTINUOUS 2x4 SPF "2 W/C3) 1/16"APA.RATED SHEATHING WITH W { I �U • .131x3"NAILS TO EACH TRUSS (2)2x4 •2 SYP TOP 12. FAS EN lW 5HEATHING WITH Sd NAILS AT 6" WOOD-Tie RODS 9 4' O/C Fax 9m4 31.1-283.x7 8d NAILS 9 6"o/c ALONG ALL PANEL FOR OTHER UPLIFT HARDWARE (2)ROWS 10d a 12" O.C.(UNA.)MIN. OG.AT ALL PANEL EDGES AND w/3x3xI/8"WASHERS. VERTICAL t 9 6"o/c .131x3" EDGES AND 8"o/c IN FIELD. BLOCK AND CONNECTIONS,SEE TYPICAL TRUSS TOP CHORD x NAILS TO INTERMEDIATE 1/2"GYP ALL EDGES(CONTINUE STUDS t SHEATHING WALL SECTION AND TYPICAL 24 LAP W/11270d IN LAP.SPH4/6/8 8" O.G. IN FIELD ITYP-UNA.). •/ BLOCKING.ADD C1J MSTAIS FOUND TO UNDERSIDE OF CUTLOOKER5) 9 32" O/C Q9 WOOD•Tie RODS 9 6' SHEATHING PANELS SHOULD BE STRAP W/ .A 10d/END(1)M EA. TRUSSES/RAFTERS SHEATHING TO BE ORIENTED PERPINDICULAR HEADER FRAMING DETAIL. O/G W/3)(3x1/8" WASHERS. A 0 x 4-1/2" EMBEDMENT WEDGE ORIENTED PERPINDICULAR TO ANCHORS 49 EPDXIED ALL 0 SPLICE(CONT.2x4 MAYBE TO FRAMING MEMDERS,U.N.O. (2)2x4 "2 SYP FRAMING MEMBERS IF EXTERIOR HEEL/END VERTICAL AT DOUBLE INTERIOR THREADS 9 32"o/c W/2x2x1/8" OMITTED IF(I)MSTAIS 15 USED CEILING HEIGHT VARIES-/ ARIES SILL (TYP) SILLS/PLATES/BLOCKING,NAIL RAFTER-TO-f2 CONNECTORS FINISH 15 STUCCO,UN.O. OF TRU55 WASHERS OR WOOD-Tie RODS 9 FROM BLOCK-TO BLOCK PURLIN BOTTOM CHORD OF FIRST PLATE TO SECOND PLATE WJ LENGTH CONNECTOR 02 SYP PT BOTTOM IE w/ 4"o/c.WOOD•Tie RODS 9 0 ACROSS EA.TRUSS) PERpINDSICULAR TO 5ES WITH 4 5YP l2)ROWS 12d COMMONS A? 8" OG. WOODT fe RODS 9 6 O/C.ALL zzzzzzzz 0-1' l U NS,H8,H16,O)Z MT512 g INTERIOR SHEARWALLS ADD -__ _ -__ EITHER 24"o/c SHOT PINS QS 16d 1/16" A.P.A.OR TECO RATED w TRUSSES s 24"O/C w/(3) SIDE PANEL HEIGHT TO (2J HS'S O HS'S O CASE HARD NAILS 9 18"o/c. SHEATHING W/6"/8"o/c 8d NAILS w -R - 1/Z"0x1" EMBED A.B.w/21'x2"xl/8" WASH 10d NAILS AT EACH TRU55 - i M5TA24 W/(9)loci WIDTH REQUIREMENTS 1'-14' AT 32"o/c OR 112"0 WOOD•Tle RODS 9 - BLOCK ALL PANEL EDGES. UMO. I` II NAILS/END 9 EA.SIDE OF ANCH BOLT(S) h lft) MIN.w (1)HI6 OQ9 MT512 6' O/G W/EITHER SHOT PINS 9 24"O/C 02 SYP PT BOTTOM fE • � N EA.STUD ABOVE ORS T PINS HEADER t JACKS TO ? PER TAIL E/STI l 2'-I" > 14' SEE PLAN OR 16d CASE DARDS 9 18' O/C. TRU55-TO-f° CONNECTOR: DOUBLE TOP fE OF WALL HEADER F 6' I'-8 I/2° �1 �l SEE TRU55 SCHEDULE FOR `" 5' USEJAC1(4)loci IN LIEU ROFRMJY• TYPICAL WALL -PEAK- TO II': 2x4 STUDS 4' 1'-2 1/2" TRUSS-TO-e CONNECTION0 CONNECTIONS:1Q- �I ' 'Y4r 6 x 6 - W1.4 x WI.4 WUF •ALL CONCRETE MINIMUM TYPE (DTL A t B/STI) TO-STUD, TO 14': 2x6 SPF'2nSTUD-TO-SHOE, E ': X5 YF1BYP2 FINISH ' � OR F15ERME5H - _ 1e 16': 2x8 SYP 2T N I I �1 _ WATERPROOF BARRIER -1 11 1 STRENGTH 92500 FBI 0 8PDA SIVE STUDS/ SHEAR WALL SHOE-TO-FOUNDATION GRADE0 "FRAMING PER PLAN FOOTING TO BEAR ON UNDISTURBED 501L BRACING OF TRUSS HEEL S HTT22 W/5/8"0 ALL NOTE: MASONRY STEMW,4LL MAY BE USED IN LIEU OF MONOLITHIC FOOTING. INSTALL ANCHOR BOLT,IF USED,WITHIN 8" OF II II II FOOTING(SEE TYPICAL WALL SECTION) THREAD (5 1/2" BEARING WALL END5 AND WITHIN 8"OF DOOR OPENINGS IN BEARING WALLS. SEE TYPICAL CONCRETE SECTIONS FOR M COVER 16" TALL) AT SPEAR WALLS D EMBEDMENT)(TYP) A REINFORCING AND DIMENSIONING OF FOOTINGS. 1.-0.1 GABLE END BALLOON FRAMING DETAIL sTi SMUJB -/SPECIAL SNEARUJALL DETAIL sT1 TYPICAL WALL SECTION LH 1121' ■ I'-0n 112" m I'-0" 2x4 02 SYP OUTLOOKER •5Wl t 50 SHEAR WALLS REQUIRE MIN.48" OVERLAPS 'OVERHANGS < I6" 9 24"o/c W/(I)H5 9 EACH W/MIN.(24).131x3"NAILS 9 TOP PLATE 6PLIGE5 OR(2) OUTLOOKER TO TOP CHORD OF GABLE TRU55 M5TA24'6 W/l9J lod/END,CENTERED ON EACH SPLICE. _APPROVED TRU55-TO-fE CONNECTORS •OVERHANGS 16" >24" 9 16"o/c W/(2)H5 9 EAC --"-- UPLIFTS > ____STUD WALL SPECIFICATIONS _ R00= SHEATHING SUPPORTED EDGE BLOCK 5HEATHING EDGESNk OUTLOOKER TO TOP CHORD OF GABLE TRU55 UPLIFT(LBS) CONNECTION 1000 SEE fE HT.(FT) STUD SCHEDULE - II II II NAILING PER PLAN ® 0-465 CU H5 W/(4)Sd/ENDJ-JI WITHIN 4' OF GABLE TRU55 0^145 (I)He W/(5)10d x 1_1/2"/END STRUCTURAL 0-9'-I I/8 2x4 '2 SPF STUD5 9 16" --FASTEN SHEATHING TO FRAMING I NAIL THROUGH A.PA OR TECO RATED SHEATHING - PLAN. 0-10'-I 1/e" 2x4•2_5PF STUDS 9 12" O/G� NO.2 5YP 2x CONT.TO TRUSS t AT 3"/6" O.G.W/8d NAILS. I'I# INTO NO.2 SPF FRAMING PER SHEAR 465-930 _ (2)H5 W/(4J 8d/END/EA; - �y d SW WALL TABLE. '145-1000 (2)HS W/(5)Tod x 1-1/2VEND/EA. 0-II'-I 1/8" 2x4 2 5PFSYP STUDS 9 12" O/C • TOP PLATE W/.131x3"x31' - MATCH A.PA.OR TECO RATED SHEATHING FASTENED TO (1)Nl6/NI65 lU/(I0)loci x I•I/2_TO TOP PL. x__2x6 •2 SPF STUDS e 16" O/C � �( II V4 MAX 0-1000 �II� BOTTOM CHORD OF TRUSS EDGE NAILING SPACING OF FRAMING PER SHEAR WALL TABLE 0-(2T1lie 2x6 •2 SPF STUDS a I6" O/C �( \\ (UP TOA 2x12) SHEARWALL SHEATHING A.P.A.OR TECO RATED SHEAR WALL 0-1000 (1)MT512 W/11)1Od x 1-1/2"/END l4).131x3" E OL2 END (BLOCK PANEL E E5) (EITHER 6"o/c OR 3"o/c). NAILS 9 CH SHEATHING TO MATCH 1/16" A.P.A.OR TECO RATED ROOF SHEATHING 8d COMMON HOLD DOWN a ENDS IN ADDITION SHEATHING ON ROOF DECK PURLIN BOTTOM OUTLOOK TO TOP fE. • NAILING TO TYP.WALL SECTION(A/STI t SHEATH TRUSS CLOSEST TO GABLE TOP CHORA SPACING B/STI), WOOD•TIE ROD MAY BE WITH ad NAILS AT 4" OG.AT CHORD OF ALL INTERIOR WALL W/1/16" A.P.A.OR ALL SUPPORTED PANEL TRUSSES WITH 1x4 -\ USED IN LIEU OF ANY SPECIFIED EDGES AND 8" O.G. IN FIELD, 5YP IIS)IIS// TECO RATED SHEATHING W/ad 9 6" 2x L-BRACE ON GABLE VERTICALS AS DOUBLE STUDS 9 EACH END HOLD-DOWN. PRE-ENGINEERED RO SPECIFIED BY TRUSS MANOR(MIN.2x4 n (6)1-I/4"GALV.ROOF NG PERPINDICULAR OR 3" O.C.AT ALL EDGES AND 12" ` " OF SHEAR WALLS EDGE FIELD 1-5TORY 2-STORY NAILS 9 EACH SHINGLE TO TRU55 OR RAFTER TO TRUSSES e 24" O.C. IN THE FIELD - BLOCK ALL SPF W/6"o/c .131x3 NAILS e MAX 24"o/c). WALLS >15' LONG:NONE SHEATING O/C w/(3)loci 1 SW 6 8 REQ'Di WALLS < 15' LONG: NAILS AT EACH _11 p3 EDGES!MATCH NAIL PATTERN I>v516 U SPECIFIED FOR SHTN'G e 5W BELOW). GABLE TRUSS TRAP EDGE OF 2x NEED NOT Fie HEADER KING STUD5 MAY SERVE (2)SPI-141618 W/ I/2"0 x TRUSS - UN.O. A5 DBL STUDS AT THE ENDS OF 4-1/2" EMBED EPDXIED (2)"2 SYP TOP fE. FASTEN W/(2) FLU514 W/EDGE OF TOP 12. SHEARWALLS ALL THREAD t 3x3x1/8" •SHEATHING 9 TRUSS MAY BE CLIP END OF LATERAL BRACE TO GABLE ROWS loci 12"o/c(UN.O.)MIN.24" LA 5-04/6/8 9 32"o/c OR p „ , 2x4 -B GING T MI P D T WASHER WITHIN 3" OF WOOD•Tfe RODS W/ Jj OMITTED ONLY IF SHEAR WALL IS BOTTOM CHORD WITH l2)H5 CLIPS. TRU55-TO-fE CONNECTOR SEE W/ll2)10d IN LAP. A R POINT OF GAEL E "X" STUD5/SPH4/6/8.' TRUSS SCHEDULE FORc� 5W OR SW-DESIGNATION AND 2x 3"x3"x1/8" WASHER 9 4"o/c CONNECTOR BTWN SHEARWALL t B CE5 INWARDN.8' t AT H EA GABLE BOTTOM CHORD TO TOP B W/MSTA15 CONNECTOR DJACENT TRUS W/(3).131x3"NA STRAP W/(1)lOd/END 9 48"o/c OR.13lx3" TOE (1)4TT22 W/5/8"0 x 5-1/2" 3)(516 TRU55 > 2x SHEARWALL LENGTH. SO 3 8 MAX "X" INC S AGING: NAILS TO TOP f2 9 3"o/c-STAGGERED AS REQ'D. EMBED EPDXIED ALL TRAPS SPFI4/6/8 9 32"o/c 5PF 5TUD5 STUDS PER PLAN THREAD. RAFT R-TO-f2 CONNECTORS OR WOOD-Tic < 4/12 PITC 8'o/e 1116" A.PA.OR TECO RATED SHEATHING W/8d NAILS 5HEARWALL (SHEATHING t 4/12 <1/12 I CN 6'o/e ` RODS W/3"x3"xl/8" 9 6" O.C.ALONG ALL PANEL EDGES AND 8" O.C.IN SPACING (2)5PI44/6/8 W/1/2"0 x 4-1/4' LENGTH CONNECTOR J CONNECTORS PER PLAN >1/12 PITC = 4'o/c 5 3 8 2)(516 WASHER 9 6"o/c I FIELD. BLOCK ALL EDGES(CONTINUE SHEATHING PER PLAN EMBED EPDXIED ALL TRAPS 0-1' (I)H5,H8,14I&,Q$MT512 TO MIDPOINT OF GABLE BOTTOM CHORD) THREAD W/3x3xl/8" --- -- -- `- WASHER• (2)H5'S Qg 08'5 QB 'STRAPPING,12 1-14 CONNECTORS, CLIPS, NOTES: (1)N16 Q$MT512 1) FOR HARDI-PANEL N PERMITTED AS SUBSTITUTION 4,15'5 AN /O W l➢J IF FIRST OUTLOOKER IS MORE > 14' SEE PLAN ,�. D R WOOD-Tic 2x4"2 SYP LATERAL BRACE AT 48"o/c. FOR RATED SHEATHING ON EXTERIOR RODS ARE NOT REQ'D (3).131x3"NAILS THROUGH BRACE INTO THAN 32",FROM FASCIA,USE WALLS ONLY IF NOTED ON THE STRUCTURAL PLAN. JACKS 1'AND SHORTER MAY q NOTE: EACH TRUSS BOTTOM CHORD. EXTEND (272x4'5 9 FIRST OUTLO R ONLY / USE (4)10d IN LIEU OF A.P.A.OR TECO RATED 9 INTERIOR SEARING THIS INTERIOR SHEAR WALL DETAIL I5 INTENDED FOR USE IN AREAS WHERE THE BRACE TO FOURTH INTERIOR TRUSS. J/ 2) OPENINGS IN SHEAR WALL SEGMENTS PERMITTED ONLY ITRUSS-TO-fe CONNECTION SHEATHING OVER SPF STUDS WALLS SUPPORTING d r C SHEAR WALL RUN5 PARALLEL TO THE TRUSSES. THIS 15 AN ALTERNATIVE TO 31 HOLD DOWNS IF SHOWN ON THE FRAMING PLAN. REFER TO DETAIL ONLY FLOOR LOADS. `J MSTAIS STRAP e �F PER TABLE D/5TI. STUD WALLS WITH BRICK VENEER CONTINUING SHEAR WALL FRAMING ABOVE THE PLATE LINE TO THE ROOF PECK. FOOTING(SEE TYPICAL WALL SECTION) 48"o/c Og.131x3" OPTION: SECURE BRICK VENEER ST1 TOE NAILS HTT22 SPECIFIED FOR SWI MAY BE SUBSTITUTED WITH TO WOOD FRAME w/GALV.TIES 9 •2 SYP BOTTOM 12 W/(2)ROWS OF loci ALL EXTERIOR WALL 5NEATHING ALTERNATE INTEMOR SNEARWALL FRAMING �3) HPAHD22 W/(2376d 16"o/c HORIZONTAL t 32"o/c NAILS a 12"o/c,STAGGERED. SHALL BE 1/16" AP,A.RATED GABLE END BRACING DETAIL E SHEAR WALL ASSEMBLY DETAL VERTICAL SHEATHING WITH ad NAILS AT (o" O.G.AT ALL PANEL EDGES AND ST1 8" O.C. IN FIELD (TYP-UN.O.). 3/4" TtG PLYWOOD - SHEATHING PANELS SHOULD BE DRAWN RW NAIL SHEATHING TO BOTTOM fE 6"16"o/c loci NAILS t GLUE ORIENTED PERPINDICULAR TO WOOD-TIE ROD FROM ABOVE, -y AND BAND BOARD PER REQ'D W/LIQUID NAIL OR EQUAL. FRAMING MEMBERS IF EXTERIOR CHECKED LAP SECURED TO BEAM VIA ILS, W/ / SHEAR WALL EDGE NAILING. FINISH 15 STUCCO,U.N.O. HEADER(SIZE SCALE NOTED (IB)16d NAILS,MIN. �• BEAM SECURED VIA WOOD•TIE RDD t PER CALLOUT ON •5-04/6/8 PLATE WOOD•TIE ROD THROUGH / � (I)HTT16 W/(18)16d (MAY BE ROTATED � STRUCTURAL II I CONNECTORS NOT REQ'D STRAP ACROSS JOINTS IN USE 48" STRAPS I.L.O. N CENTERLINEOF BEAM W/ moi' BAND BOARD W/ILS/ A D SPECIFIED 40" STRAPS DATE 3//o/m2 3)(3x1/8" WASHER t NUT. ��'�i 180' TO CONGEAL FLANGE) (2)5PN4/6/8 PLAN)OR TRU55 IF APA/TECO RATED W/(9)loci NAILS/END IF LOOR DEPTH M f6" CjT1 j_ � LAYOUT IF SYS 42. Ii SHEATHING IS NAILED / •. HEADER PER INTO TOP f? ASSEMBLY a NAIL SHEATHING TO TOP B 1 (NOT REQ'D WHEN USING CORNER OF II II STRUCTURAL JOB NO. STANDARD GARAGE HEADER W/(1)ROW OF PLAN l4)10d 9 KING PER R£Q'p SHEAR WALL WOOD•TIE RODS) II II 3"o/c Sd NAIL. STUD-TO-HEADER, SPH4/6/8 9 32"o/e R EDGE NAILING •� ��. 9 TOP IE TO HDR II EACH END AND TRU55 DETAILS IN THE EVENT THE CONCRETE l2)MSTA24 W/ II II CORNER OF i EACH PLY. ATTACH 2ND FLOOR STUDS TO FLOOR TRUSS OR I-JOISTS CONTRACTOR OMITS THE (2)1MSTA24 W/RAP 9 EA CORNER TRUSS-TO-IE ANDZ 15T FLOOR STUDS OR FLOOR UPPER FLOOR STUDS TO LOWER HPAHD22 EMBEDDED END OF HEADER UN.O_ II I fE-TO-STUD CONNECTOR BEAM W/40" LENGTH (48" IF FLOOR STUDS OR LOWER FLOOR STRAPS, IT 15 ACCEPTABLE SCHEDULE FOR SPACING II APA.OR TECO RATED FLOOR DEPTH M 16")OF CSI (2)•2 SYP TOP tE. BEAM WITH 40" LENGTH OF 0516 TO SU55TITUTE (1)MBT48 I1 II CONNECTOR(5HEET STI) iI SHEATHING W/(1)ROW OF STRAPS 9 32" O/C W/(Il)10 FASTEN W/C2)ROWS loci WOOD BEAM STRAPPING w/lll)10d/END. ��I�\11N11111111Ji1/!/// SERIES FLAT STRAP PER WALL SHEATHING SHALL BE 1116" •5HEATHING NEED ONLY 8d NAILS 3" O.C.AT TOP d/END (CENTERED ON FLOOR 12"o/c W/MIN.(f2)10d IN CENTERED ON FLOOR SYSTEM UJOO D•TIE BEAM CONNECTION ALTERNATIVES HPAHD22.FACE MOUNT THE A.PA RATED SHEATHING WITH 8d I) II COVER LOWER 12 OF TOP JE (INTO IE'5)ANP BOTTOM SPF STUDS OP'WOOD Tie RODS 9 4'o/c. NAILS AT 3"O.G.AT ALL PANEL A56EMBLY IF: li (INTO HEADER).NO SPH'S SYSTEM)OR USE WOOD'7ie LAP(ONO.)MIN.24" LAP STRAP TO THE FOUNDATION R005 9 6'O/C(4' OIG 9 -' ,. ''......... WITH EITHER(4)1/2"0 EDGES AND 8" O.G.IN FIELD II II A)P ARE PROPERLY ALL JACKS TO HEADER: JACK AND KING STUDS, REQUIRED. ' i MSTA18 W/((o)10d IN QUANTITY PER GALLOUT II INTERIOR WALLS). CONTINUE SPF STUD5 :' Z R -UNA). AN . • EPDXIED ALL THREADS W/ (TYP 5HEATHING P EL5 FAILED 70GETHER QJANTITY/SIZE/GRADE/SPECIES A.P.A.APAOR TECO RATED .. icy f• s✓ SHOULD BE ORIENTED II II B)TRUSS C IPS/STRAPS HEADER,(61I0d IN )AGK ON STRUCTURAL PLAN. ti( s�•+' y 41/4"MIN.EMBEDMENT OR II FASTEN ADJACENT OF STUD COLUMN SPECIFICATION SHEATHING OVER SPF STUDS C (3)R0W5 OF 10d NAILS ® (16)3/16"0x 13/4" TAPCON PERPINDICULAR TO FRAMING ARE ATTACH TO BOTH fE' KINGS AND JACKS W/(2) = •� /' '' �'.� ON STRUCTURAL SHEET(51 OR •2 5YP PT BOTTOM IE w/SPH4/6/8 9 (1)ROW OF 10d NAILS e _ 8" OC.,STAGGERED AS ANCHORS.FASTEN STRAP TO MEMBERS,U.N.O. II II II ROWS OF 10d a 8"O.C. 52)THROUGH FLOOR SYSTEM TO I/2"0 x 4-I/2" EMBEpMENT WEDGE •`_� I YrQvf7✓ i rM' �c32'o/c OR WOOD Tie RODS a 6'o/c. ANCHORS QS EPDXIED ALL a 'Uv-- 1/4" x a[{JJ `•' -1� `' ` 4"O.C.STAGGERED,1 r` SHOWN,EA PLY. STUDS W/(20)16d. JACKS PER PLAN II II FOUNDATION AND ADD (IJ(516 -- •-- �"C,.Y �'Jr '- THREADS 9 32"o/c W/2)(2x1/8" i 'A�- "!4 ". (U ROW OF 10d NAILS 9 6" O.C. ' I/4" OFF OF 2x6. PER PLY ACROSS FLOOR WASHERS OR WOOD-Tie RODS e MIN.3 KING STUDS EACH II II FASTEN ADJACENT KINGS WOOD+TIE ROD ADJACENT SYSTEM COR WOOD-Tie RODS •� ST tF,.� %• STAGGERED,WITHIN 3/4" OF II 4"o/c.W'OOD•Tfe RODS 9 CENTERLINE OF 2x4 15/8" • SIDE OF OPENING WHEN I AND JACKS LLV l2)ROWS TO KING STUDS EACH SIDE CONT.TO FOUNDATION). 1/2"0x1" EMBED AB.w/21'x2"x1/8" HPAHD22 W/(23)1(od TO U51NG 2x6 FRAMING,5 KING V_-If OF 10d a VOL. OF OPENING > 6'-0" WASHER AT 32"c/c OR 1/2"0 WOOD•Tie INTERIOR.SHEARWALLS ADD ��.% `•'^ :15i! ;• :: _ • • STUD ASSMEBLY(2) STUDS EACH SIDE WHEN " II RODS 9 6'o/c W/SHOT PINS 9 24"o/c EITHER 24"c/c SHOT PINS QS 16d ��f��•'• '�.u•• ''•••` �; 2 1/Z PER SIDE OF OPENING USING 2x4 FRAMING UN.O_ II II WOOD-Tie ROD II OPENINGS GREATER THAN OR 16d CASE HARD5 9 IS"o/a GA5E HARD NAILS 9 18"c1c /��/"��C�sl•' '< �t��``� " • • " " (2"MAX.FROM 6'USE 1/2"0 OR 3/8"o I�f//IIPi 1 yl\��\0 1R' ANCHOR HOLT AS P • I I/2" PER TYP.WALL SECTION. if II JACK/STUDS) ALL JACKS TO BOTTOM II ANCHORS AT 48" O.C.OR !___4 e_______•-A-,,-;, - - 4" SLAB W/81'x8" THICK- II II F ~~ - r; S•T1 1?: 50-4/6/8 PER JACK I/4"0 TAPCONS AT 32" O.C. �p Z i e o • ` •HPAHD22 NOT 18EQ'D • 9 THIS LOCATION IF ENED EDGE W/(IJ"4 FINISH • • •a. LL WALL LENGTH > 48' CONT.UNDER DOOR II GRAD ° 6 x 6 - WIA x WIA WWF •e t PLAN - (SEE DETAIL 6/ST 2) II IIII FINISH Z OR FIBERMESH 1 1/2" 1� 2" 1 5/8" FIN15H _ _ U U _ _ _ GRADE _1 e e WATERPROOF -II - -I *ALL CONCRETE MINIMUM Z SPF OR SYP' 2xlo GRADE -III-III-III-II�III III-III=III=III- II= BARRIER DOTING(SEE II 2500 P51 COMFRE551VE 5HEET BUILT-UP COLUMN p -I I I=I I I=1=I I E I-III-I I I-I I I-I I I= TYP FOUNDATION STRENGTH e 28 DAYS., 112 SPF OR SYP 2X-] PLATE HGT5. UP TO Iro'-1 I/S" °2 SIFF OR BYP2X8 -I I LEI�I-I�I=I�I- __ _- -_- -_ _ _ III-III-I�I�I�- DETAILS) FOOTING TO BEAR ON UNDISTURBED 501L BUILT-uP COLUMN -III-IIIE I I MII--III-I I I=I I I-1 I-I I I�I I-I I El I I I I I-I I I-I I I= NOTE: MASONRY STEMWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTING. INSTALL ANCHOR BOLTS SEE STRUCTURAL FRAMING PLAN FOR NUMBER OF PLIES. BUILT-UP COLUMN =1 I�I 11 'III-III=11 11--I I I-I I17111=1I I~ (IF USED)WITHIN 8"OF BEARING WALL ENDS AND WITHIN 8" OF DOOR OPENINGS IN BEARING PLATE HGT5. UP TO I2'-1 1/S" FASTEN WALL 5HEATHING-TO-POST W/MIN 8d'e 9 PLATE HGT5. UP TO 220'-�" -r 111=1' I=111- 11-�' WALLS. SEE TYPICAL CONCRETE SECTIONS FOR REINFORCING AND DIMENSIONING OF FOOTINGS. 12" O/C OR GYPSUM-TO-POST W/MIN 5d's 9 4' O/c N TRADITIONAL METAL CONNECTORS WOOD{Tie ANCHORING RODS TRADITIONAL METAL CONNECTORS WOOD•Tie ANCHORING RODS *TYPICAL CONNECTIONS e STUD F B MULTI -STORY TYPICAL WALL SECTION STI MULTIPLE PLY POST CONNECTIONS sTl TYPICAL GARAGE DOOR OPENING DETAIL TYPICAL OPENING FRAMING DETAIL - UN-0- sTl COLUMNS. JACK CORNER STUD CJTI 1Mn ■ 1•-0n I/�„ ■ I'-0n OF - SHEETS ASSEMBLIES.CORNER POST. ETC. I/2.� � I"-®�� I/2" - I'-0" r e THIS DOCUMENT 15 AN STRUCTURAL GENERAL NOTES INSTRUMENTOF- ° ° . ENGINEER'S SERVICE FOR OTI-IERS FOR CON- STOP LATH AND SEE STi FOR VERTICAL WALL CONNECTION. STRUCTION OF PROJECT STUCCO CORNE AS TITLED BELOW, CODES, BEAD 1" BELOW 4" GONG SLAB W/ R BARRIER WWF INFORMATION DERIVED STOP LATH AND OVER , MIL VAPOR BARRIER EATER FROM THIS INSTRUMENT 200 FLORIDA BUILDING CODE (FBG) 4" GONG SLAB W/ 6X6XI0/10 WWF �� . SEE STI FOR VERTICAL WALL CONNECTION. FINISHED FLOO GLEAN, WELL COMPACTED,TREATED FILL OVER 6 MIL VAPOR BARRIER OVER SLOPE 3/4 X 12 STUCCO CORNER ASCE 1-98 o GLEAN, WELL COMPACTED, TREATED FILL EXP. JOINT AT GARAGE DOOR BEAD 1" BELOW 4" CONC SLAB W/ 6X6X10/10 WWF MAY BE USED CAN NOT BE USED FOR FINISHED FLOORS OVER 6 MIL VAPOR BARRIER OVER AS BRICK LEDG u ----------- I --'-- o OCHER WORKS UNLESS 199 NDS VARIES =- ==.-= }== -'==- \ L COMPACTE TREATED FILL SLOPE GRAD AUTHORIZED BY THE s '. 4" CONG SLAB W/ 6X6Xi0/10 WILF = SLOPE ---------- )- ?- - (1)•4 REBAR CONT. HEADER COURSE ENGINEER WITHOUT CLEAN, L D DIMENSIONS ARE (k III - CsENERAL: o - —1 — —IIII=)I() OVER 6 MIL VAPOR BARRIER OVER GRADE — (I INFRINGEMENT OF LEGAL —T N IIII ■' . _ _ — GLEAN, WELL COMPACTED, TREATED FILL �� — MIN. DISTANCES QC-{ I III= 4 1 STORY DIMENSIONS ARE RIGHTS. A.Design is void after two years from original date of issue, unless updated to acceptable codes and practices at that time. I NO I I I- _ - _ =IIII=IIII= _ ___ = r& —I I en NII I=IIII p y g y p p I I I IN I I I-1I I I- __= IIII-1 I HEM I I I ��_- `" III CLEAN COMPACTED III —I �' 2 STORY MIN. DISTANCES 5-Do not scale. Use dimensions from the architectural Ian. Motif engineer immediately if discrepancies are found between lana. _ _ SAND FILL E DESCRIPTION C All details shall be in accordance with instructions from manufacturer or•designer. — - "—""— — _ _ __ _ I STORY W/ 2 OR LESS COURSES, =IIII=IIII=1 I I=IIII= .I I — (2)04 CONT. - I-STORY I=I I I I ` * IIII-IIII III(= 0 POUR STEMWALL SOLID OR USE 10"x20"FTN'G 1 D All temporary shoring shall be the responsibility of the contractor. _ _ _ �� • •�. .• • - =I I I I=IIII =IIII—I I( III l2)S OR (3r4 CONT.- 2-STORY IIII=_ _ =I MIL VAPOR BARRIER /O BRICK — — I (TYP. VERTICAL REINFORCEMENT). •4 DOWELS 2 _ _ _ _ FOUNOATIoM: I=IIII= III-1III� IIII=IIII IIII I-1i I=IIII IIII= =1IIIIII —III t9 CORNERS t TOP THEREAFTER - BEND _ _ -I I t I— ALL DOWELS m TOP 4 BOTTOM, EMBED _ 1 STORY W/ BRICK uu 3 A.This Best n has been completed inDaccordance with pertinent standards, recommended design soil parameters, and accepted — III y0:� —HIM I I —IIII 12�� _ =(1J•4 CONT. -I III=ft MINIMUM 6" INTO FOOTING /12" INTO SLAB 9 p p 9 i� p (GROUT ALL CELLS W/REINFORCEMENT) 4 engineering design procedures, and is based on the best information available at the time of completion. The design is intended 2 STORY) 1:-=:::1I I III—IIII—IIII 1 IO STORY FOOTING SIZE 1 MAX. RTEMWALL HEIGHT: (5) - w/o BRICK 12"WIDE w/12x4 CONT. 8" COURSES WALLS > (5) S" I STORY FOOTING size to minimize differential movement resulting from the heaving of expansive soil or settling of subsurface soils. It must be recognized t p C I' I W/BRICK 20'WIDE(INCLUDING LEDGE)W/(3)04 COURSES HIGH RECUlRE W/O BRICK 1b"x8"W/(2r4 CANT. that foundation components will undergo movement. Any subsequent owners shall be appraised of the soil condition and advised too TURNED DOWN �D � 2$TO ADDITIONAL ANALYSIS 4 w/BRICK 20"xe" W1(3)64 OR(2)w- CONT. o W/O BRICK 16"WIDE W/(3)•4 OR(275 CONT. 2 STORY maintain good practices in the future with regard to surface and subsurface drainage, framing of partitions above floor slabs, and lO BEARING 5TE P DOWN W/BRICK 24"wlpE (INCLUDING LEDGE)W/l4r4 OR(375 REINFORCEMENT. wio BRICK 20"xtm"w/(3r4 OR(275 cavr, finish work above the floor slabs, etc. W/BRICK 24"x10"W/(4r4 OR(375 CONT Et.Design has been based on a non-expansive soil with an allowable soil bearing capacity of24)"psf. Active EFP- 30 pcf (level backsiope). 1 TYPiCAL FOUNDATION DETAIL 1 TYPiCAL 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. p-Refer to the Geotechnical Engineer's report for all soil requirements for this site. E,AII 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" CONC SLAB W/ 6X6X10/10 WWF 5 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/ 6X6X10/10 WWF SEE STI FOR VERTICAL GLEAN, WELL COMPACTED, TERMITE 5 1/2 WIDE CONC. SILL TOP AT MAIN ABOVE SLAB LEVEL. configuration unless stated specifically on the drawings. TREATED FILL OVER 6 MIL VAPOR BARRIER OVER SLAB LEVEL. TOP TO GARAGE FLOOR WALL CONNECTION. Builders CLEAN,WELL COMPACTED, TREATE FILL STOP LATH AND SLABER Lt MAX 5 1/2" (WEIGHTS, EXCEEDING (U"4 CONT. IN SOLID GROUTED CONCRETE: ��-= =- ..`==� BEAD I" BESTUCCO LOW WIDTH REQ ADDITIONAL ANALYSIS) U-BLOCK COURSE r• _� _ _ rirstSource VARIES �- ----- :• .. —_ —_ FINISHED FLOG „ TYPICAL SLAB i. 4 GONC SLAB W/ 6x6x10/10 WWF A.Detail reinforcement in accordance with ACI 315-80 (Revised 1988), Detailing Manual. Minimum concrete cover for reinforcement _ _ '1 —_ — I .• OVER 6 MIL VAPOR BARRIER OVER —II I'• III I=IIII;IIII= (CLEAN, W LL COMPACTED, TREATED FILL TYP. VERT. OfJacksonville shall be as follows: - =IIII=IIII IIII=_ _ =I -ro_MIL VAPOR BARRIER SLOPE REINF. _ __ DesignCenter,lnc. 1) Concrete cast against earth 3" —IIII—IIII= IIII—IIII—IIII— _ _ 2)Formed concrete exposed to earth or weather 1-1/2" — _ — — -- IIII==IIII IIII I—)III=IIII IIII= GRA — _ _ _ _ III IIII—IIII IIII=IIII=IIII=III I--IIII=IIII -IIII = =(U04 CONT_=I CLEAN COMPACTED =IIII=IIII=IIII II YPIGAL FOOTING SIZE/REINF /ST2 FOR, NT 550 Roosevelt Blvd 3) Interior slabs, walls es =IIII—III I= IIII=IIII _ a _ _ SAND FILL 8,,Minimum compressive design strength of concrete used for foundations and slabs sha It be.16W pot a 28 days. �� C Reinforcing steel shall conform to ASTM A615, grade 40. I=1 I I I I I I=I I I I=I I I I =IIII I I l I IIII=IIII=IIII Jacksonville, Florida D-Longitudinal reinforcing in walls and footings shall be continuous at corners and intersections. Matching corner bars shall be used. III—IIII—IIII—III I— IIII— III=III II(I=IIII 32244 Minimum lap of reinforcing shall be 40 bar diameters, but not less than 20". . . , _ ' ',, =IIII= Tel 904.112-6100 E,Allconcrete operations, including but not limited to mix design, mixing, transporting, placing, reinforcing detailing and placing, curing, i� ' I I TYPICAL FOUNDATION II=IIII -- =IIII= Fax 90431 -2835 and testing shall be done in accordance with the requirements and application of AGI 301-84 (85), "Specifications for Structural Concrete". STEI DOWN IMENSIONS A IIII—IIII—IIII—IIII—II wooD: NON-LOAD BEARING TURNED DOWN EDGE PIN. DISTANCES o a Framing lumber shall be as follows or better: 2 FOUNDATION AT GARAGE 2 FOUNDATION AT GARAGE 2 x Rafters/Beams/Joists 02 SYP iS% M.G. o I-Joists Provided by TrusJoist, or equivalent. Engineered Beams Provided by TrusJoist, or equivalent. 4" CONC SLAB W/ 6X6X10/10 WWF o e Plates 02 SYP IS% M.C. OVER b MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TERMITE OVERLAP SLAB Studs 02 SPF IS% M.C. - Typical - Unless Noted Otherwise HEADER BLOCK OR RECESS SLAB 3/4" FOR yp T ATED FILL 2" I I/Z" Stud Grade SPF 1996 M.C. (2x4 u to 8'-1 1/8", one story residence only except partially enclosed structures) FORMED 4 CAST 9 THRESHOLD p y y p p y STEP DOWN 1-1/2" DEPTH ■ STUD + 1 1/4" (FROM • II MAll nails shall be type 'Common* unless noted otherwise. Options to using common nails are as follows: OUTSIDE FACE OF BLOCK) —U 12d=10d=0.131"x3" Gun Nails RECESS SLAB 3/4" FOR SGP o ' VARIE5 •�: •�-.=_-_== • Sd=0.099"x2 I/4" Screw/Glue Shank Gun Nails (provided that the o/c spacing is reduced by i/3. I.E.: 86 a 6"/12"o/c becomes --_---- I4" CONC SLAB W/ 6X6XI0/l0 WWF — — ° OVER 6 MIL VAPOR BARRIER OVER _ 0999"x2 I/4" 4"/B"o/c.) =$I 11=1 111= I=IIII=I I TYP. SLAB CLEAN, W LL COMPACTED, TREATED FILL =1 I =1 111= I=I I I I=I I TYP. SLAB C.tL4iere not otherwise shown on plans, all nailing or screwing shall be as indicated in the current Florida Building Code, ASCE -98, ___ ___ — = - — — _ IIII II • and/or 199, NDS — __ _ =1 I i i�l I_I _ —I I I RN I I t= referenced above. All sheathing must be nailed or screwed 4 adhAlves SHALL NOT be used in place OF nailing. =IIII=_— i l=I I I I=IIII= =IIII— =IIII IIII=IIII—IIII GLEAN COMPACTED =IIII—IIII=IIII IIII=IIII=I I I LLJ 0-Metal connectors to be provided by SIMPSON. Alternate connectors w/ equivalent or higher allowable loads may be used in lieu OF _ =IIII=III —IIII I I=II I Imo„ PICAL FOOTING =IIII=IIII=I I I I TYPICAL FOOTING - SEE I/ST2 FOR 1-1 I I I= III=11 = _ IIII _ SAND FILL =IIII=1 IIII IIII I I I specified components. _ _ (2>•4 CONT. - i-STORY SEE 1/ST2 • • _ SIZE/REINFORGEMEN E.All exterior walls to be sheathed with min. 1/16" O.S.B. with Sol m 6" o.c. along panel edges, 12" o.c. in field (8" with partially enclosed II I I=I I I I=I I I K =I I I I1�IIII =I I — 1 l2J•5 OR C3>"4 CONT.FOR --_=IIII IIII IIII=IIII FOR SIZE/ _ _ _ structures), except as noted on Structural plan. IIII—i I I I=1 _ — ... IIII 2-STORY I I I;;_I REINFORCEMENT IIII=I I S I � F.Engineered componets (trusses, I-Joist, etc.) shall be installed per manufacturers specifications 4 directios. — - 1 STORY TYPICAL FOUNDATION — _111MI ' • • :'• 1111= G. All permanent bracing of trusses with continuous lateral braces shall be diagonally braced per HIB-91 spaced not more than 16 Feet o.c. and 20 I I-`III I —IIII= not more than 4' from end of continuous lateral brace. 2 S�O) IIII_IIII= IIII=IIII IIII=IIII—IIII=IIII=II STEEL- INTERIOR SEARING IIII=IIII-IIII- IIII=IIII-=IIII-= A.Detail, fabricate, and erect steel according to A1SC g 5TEMWALL STEP DOWN 3 FOUND. AT S.G,D. 3 FOUND, AT S.G.D. � � "Specification For the Design, Fabrication, and Erection of Structural Steel Buildings", 9th edition. p M 5tructura 1 steel shall be: Except as below ASTM A36 Pipe ASTM A53, Type E or S, Gr. oB _ 4" GONG SLAB W/ 6X6Xi0/10 WWF HOLD HDR BLK. v ` Tube ASTM A500 OVER 6 MIL VAPOR BARRIER OVER MARBLE SILL GLEAN,WELL COMPACTED TERMITE TO OUTSIDE C, 411 bolts shall be A3?» unless noted otherwise. TREATED FILL I I/2" 1-1/2" TYP. SLAB " �! D All welding shall be by a certified welder. - ° 5" MAY VARY TILE • • NAND TOOL ALL CONTROL JOINT MASONRY-. (SEE FOUNDATION TOOL I" DEEP WHILE CONCRETE 4" CONC SLAB W/ 6X&X10/10 WWF PLAN) IS WORKABLE OVER 6 MIL VAPOR BARRIER OVER s A.Concrete block shall have a minimum compressive strength, f'm of 15W poE Masonry shall be laid up using type S mortar only, CLEAN, LL COMPACTED, TREATED FILL -"- Any masonry in contact with earth shall be grouted full. Grout shall have a minimum compressive strength OF 30" p E ��--------- =1111=1111= I=IIII=III I All concrete masonry operations, shall be done in accordance with the provisions of the latest applicable recommendations of the o -rs-- -------- --- M I—IIII III — —IIII—IIII= ACI Manual of Standard Practice. _______ � I • ..I IIII =IIII III IIII IIII-IIII=IIII � G.Lap all vertical reinforcing a minimum of 20"• =IIII=IIII=II II TYPICAL FOOTING - SEE 1/ST2C� D Provide horizontal joint reinforcing at 16" oc. vertically. Reinforcing wire shall conform to ASTM .482 and ASTM Alrol TYPE 304. IIII IIIM I =IIII=IIII (III=IIII=' SIZE/REINFORCEM£ T III-III - -1 I IIII ( III TYPICAL FOUNDATION MIN. 13 SUNKEN SHOWER DETAIL CONTROL JOINT IIII--IIIDI►II—IIII—II c� --� r 9 �. FOUND. AT DOOR SILL 4 FOUND. AT DOOR SILL DRAWN 5AM,RW CHECKED LAP STANDARD FOUNDATION DETAILS SCALE NOTED • DATE 1/11/02 JOB NO. STANDARD I" AIR SPACE 11 r'4 x 2'-0" OVER FLASHING MUST PASS THROUGH 8"x8" CHASE IN TRUSS DETAILS BRICK VENEER * A LEVEL BELOW F --'rte-'+"'-`:� ' • GONG.BLOCK STEM _ _ '.®• WALL. EXTEND FLASHING BELOW SHOE PLATE SLOPE ---------- _ _ y�/�J } y� /- EXTERIOR WALLS HAVE THE EXTERIORL I — — Fou I a 1. 1 o � Note; HEATHING FLUSH WITH THE FOUNDATION. ME(POLYF LLASHING GROUT SOLID GRADE I =III=I I --- ��A S AROUND PIPE PULL ALL INTERIOR WALL DIMENSIONS GROUT SOLID FROM OUTER EDGE SLAB. WEEP HOLES 9 48" O/C Q CLEAN COMPACTED - — ARO ND PIPE t4� .r• rj'''/'L ��% Wood vertical construction 3/4" (NOM.) STUCCO OVER LATH 4 PAPER 11 SAND FILL I I_I :'- :.,�' III- `• .�u F � „ �'��' a Z 8 MIN. - DEEPEN Sh®l.Uf'1 atop Foundation i14" GAP BETWEEN SHEATHING 4 CONCRETE FOOTING m CHASE TYPICAL FOUNDATION -III •: : •:_ • TYPICAL FOOTING - SEE 1/S72 - _ FOR SIZE/RE Ih1FORGEME T` r ` •S� • Q Q LOCATION AS REO'D TO I—I C4 details F o r C l a r I t WOO PROVIDE PROPER I I I— —) I I I a s- 1'�"EJ•Fr�3 �r4.\ y' GRADE FOOTING DEPTH. III —1 ,'� TUCCO STOP • - , �s/ ...�Y« �(¢!\\��: cm u I c f o r other structural � � � LIGHT COAT MASONRY "DRESSING" TO FILL FILL VaID BETWEEN BRICK -- � UTILITY CI-lA5E � UTILITY CHASE �' / BLOCK VOIDS AND/OR HONEYCOMBS �� VENEER 4 FOUNDATION WALL W/MORTAR OR n vertical `i o n S t r u c t I o n GROUT,FILL SOLID FROM "�' �` FOOTING TO UNDERSIDE OF PLAN-- acceptable v else 5T]l I or � FLASHING � s ec i f ice. 0 15 STUCCO DETAIL i� BRICK DETAIL MONOLITHIC FOUNDATION DET,AiLS STEM WALL FOUNDATION DETAILS SHEET n 6 THESE DETAILS ARE INTERCHANGEABLE WITH THE THESE DETAILS ARE INTERCHANGEABLE WITH THE STUCCO ADDENDUM BRICK ADDENDUM STEM WALLS FOUNDATION DETAILS. MONOLITHIC FOUNDATION DETAILS ST2 • o OF - SHEETS • D , 1 I � , I . I I . . I I I . I I . I I . I . . . . I . I . I . . I I I I - . . . . I. ., I I . I I I . . I I . I . 1 I , . 1 11 , I . q . . II I I I . . . I 1 . I I . . I I I I I . 1. I I . I . . . 11 '. . 1 . I . . I I 11 I I . I I . . .. G / �� / , . _� I . . 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( •-'1• V. ••!�,� .i/,,t '11' '•�r i� I1 {^� ' ,� rt•a.�a{rt,,f11 .I .••..!•: { rL. •.•- '.• •�, .y •1 '.. •.: J •,p• �• . -�>••a .. ,Y`i• _:; . { t t �:.• I ' It`d. !(.•1-i.l �. �... I L •• • '•.. r, : ..'' '` fir!P.;. r: ,•'�.:r,' C +,. ';. M ,r'L" 1.1 r• ,.�'' 'i. ` s s.•' �lRzt��`G ,,.�TRUCTURAL ENGINEERING FOR USE WITH / -1•(,;. .i:�� !.7i�, �'♦ 1. .. t:,l :.•..�..r N •' .ti'1 I'♦ 1r/rj'r::.!,Si. ,'s' .: '•�f:'«= -k l'�.f� 8:� al:':li r� ''1'f�tJSSES BY BUILDERS FIRST SOURCE. a1 lninllllnrrqj •,;;' I:.,►jr •''rliYti•L...:'I• 1 .. i ••.60"t'f 1�t t.� • ,!I' ,1:t' .. I f" C!• .. , . ti. t - - A 11Va1� tTl ,,,,\\ \\\\\ ///r t . S ".alp 1 ` 6 1_ �' Z� END ZONE PRESSURES y� ��tt'''' �'? (f s,(.ryrt--�_ a KyJ11 * I N g. 21'l/t) I * FOUNDATION PLAN �'a END•Zt7iJEt! 1�TERII .ziarEs � ,, sTIN fSE� r w STRUCTURAL FLAN �'---- �t b I0-APP�PMSWFMS- NIS .� % < < ARE V5- ' w SI `/[' !1 I 1_�ti $I y 11 - i f- f1 0`20)�r P34 0•)NE�.�-1 Fog.(s)NEG -) ',//'11tt'SS!�,LORl�,� Gti�\�` '11. 10-50 of 325 4mb 375 35.1 ////// p1oNAL u�\�\\\\\\`\ I - 50-100 or 31A 315 31,4 33b . > 100 or 30.0 355 30.0 325 - LEGEND PLAN NOTES ONCAas<scr :to sia' WOOD Tie CONNECTIONS PLA 5D RM NOTE TWAT CERTAIN WOOD•Tie RODS MAY BE DELETED FROM TNISE PROJECT BASED ON THE FOLLOWING: NON-LOAD BEARING WALLS I) SEE SHEETS STI ANp 5T? FOR ADDITIONAL STRUCTURAL NOTES AND GONNEGTOR METHOD OF ATTACHMENT END-ZONE COMPONENTS 4 SHEET THAT ARE NOT A SPEAR-WALL DO NOT REQUIRE WOOD•Tle ROD INSTALLATION. WALLS TWAT NAVE BECOME LOAD BEARING OR EXISTING 2) 2x6-1 / -2]<- HEADER/BEAM CALL-OUT OF-TAILS. , MSTAIB (14) 1001 Commons/Total. CLADDING PRESSURES APPLY LOAD BEARING WALLS WITH ADDITIONAL LOADING MUST NAVE W06D+Tie RODS INSTALLED AS FOLLOWS- X TO WINDOWS 4 DOORS IN ® NUMBER OF KiNG STUDS EACH SIDE OF OPENING MSTA24 (16) 10d Commons/Total. X HIGHLIGHTED AREAS - N O_�_�t10_OD•Tle ROD TOLERANCES NUMBER OF JACK STUDS EACH SIDE OF OPENING 2).THIS DRAWING CONTAINS SPECIFIC INFORMATION, INCLUDING BUT NOT MST48 (48) 10dxl-1/2"!Total. THE X DIMENSION ILLUSTRATES51 ROOF TRUSS UP�.IFT CLBS� I.000D'Tle RODlS� EXTERIOR SIZE OF HEADER MATERIAL:: LIMITED•To ARCHITECTURAL ELEMENTS AND DIMENSIONS, THAT IS . ,,TOLERANCES C516 l28) 801 or (??) 1001 Gommonsrfotal. THE MEASUREMENT OFF THE 00-1000 ROO(S) 0 4' O/C (INTERIOR) IR 6' O/C (EXTERIOR). SHOULD NOT NUMBER OF PLIES IN HEADER. I PROVIDED BY OTHERS. BUILDERS FIRST SOUCE OF JACKSONVILLE; INC SPP4/6/8 (12) 10dxl-1/2r. CORNER OF CORNER OF THE NOOSE WHERE '100i-2016 ADD (U ROD ADJACENT TO TRUSS. DESIGN CENTER (BFSDC) 15 NOT RESPONSIBLE FOR THE ACCURACY OF MT512 (14) 1001 Commons or 1001x1-Irl"/Total. HOUSE END-ZONE (NOT INT-ZONE) OVERRIDE ALL EXTERIOR HEADERS r7nity-Irt' NLESS NOTED OTHERWISE NTS20 (20) 10d Commons or (24) 10dxl-1/2 Total, ITYP) PRESSURES SHOULD BE USED. �� THIS INFORMATION PROVIDED BY ANY OTHER SOURCE. '?01'1 4 GREATER CONSULT DESIGN CENTER , 3 "0 I 3 -0 WOOD-TIE INTERIOR ALL INTERIOR HEADERS rzn•w-1r2 UNLESS NOTED OTHERWISE GUIDELINES LCT? (14) 1601 Sinkers/Each to Truss and Stud Column. OUTLINED PROPERLY RATED OPEN WEB TRUSS HEADER MAY BE USED DESIGN LOADS MGT l??) i0d Commons to Wood Member - I/?" diameter or Larger Threae�ed Rod per Accompenytng /4PPROX I r'iAT WOOD•Tle ROD LOCATION. „ BELOW IN LIEU OF SPECIFIED HEADER ; X , ?'-0 I ? -0 Note on Page 51. ANY HEADER MAY BE REPLACED WITH,ONE OF GREATER DEPTH A GRAVITY LOQ: . B. LATERAL LOADS: NGT-2/3 (8) 10d to Truss - 1/?" diameter or Larger TFreaded Rod per Accompanying Note on Page 51 RODS LOCATIONS ARE FOR DEMONSTRATION PURPOSES ONLY AND DO NOT REFLECT AN EXACT ROD LOCATION. UNLESS NOTEDROOF LOAD TOP CWORD_LL*,20PSF DL-!P°vF WIND LOAD - I20 MPP - NGT-4 Oro) 10d to Truss - I/2" diameter or Lar er Threaded Rod er Accom a fn •Note on Pa a 51.' . IIIIIIIIIII OTHERWISE PROPER O/C SPACING (4-011 INTERIOR, 6'-011 EXTERIOR) SWOULD BE FOLLOWED. IN ADDITION, RODS SHOULD BE LOCATED AT 5W" SHEARWALL SEGMENT - REFER TO DETAIL F'/STI AND/OR D/STt BOT CNORD_LL110PSF DL=5PSF SEISMIC ZONE - I HTT16 (15) 1601 Sinkers to Wood Member - 1/?"Larger or Larger TT readed Rod er Accom an I ' CORNERS, PLATE HEIGHT CHANGES AND`AT EACH END OF EACH SHEAR WALL (UNLESS REPLACED WITH APPROVED HOLD-DOWNS PER 'FLOOR LOAD DL 115 PSF . Note on Page 51. 9 ' p p I 9 DETAIL E/STI), RODS SHOWN IN CORNERS MAY BE LOCATED TO EITHER SIDE (WITHIN 4!') OF PROPERLY CONSTRUCTED CORNER POST OR APPROXIMATE WOODITIe LOCATION LL140 PSF NTT?2 l3?) 1601 Sinkers to Wood Member - I/?" dlmaeter or Larger Threaded Rod per A�coinpaltying OTHER SOLID FRAMING. I . SEE Uk7OD•TIt'SECTION . Note on Page 51. ° : , __. _ _ THIS DOCUMENT 15 AN K L • HEADER PER STRUCTURAL. STI STI • INSTRUMENT OF PLAN ORTRUSS LAYOUT ENGINEER'S SERVICE FOR OTHERS FOR CON- ' BUILT-UP OR BOXED COLUMN MAY (2a'1STA24 W/(9A¢Ad/END B I �2 M L��.4�bx6. AS TITLED BELOW. • STRUGTION OF PROJECT DERIVED FROM BEAM to P09r INFORMATION CENTER STRAP•JOINT USE 4pty'1 8710 QS 5p4 n SPF 1x4 U.N.O.CNCOLUMNUCTl1RAL BUILT-UP COLUMN ILA 4x4 FROM THIS INSTRUMENT PLAN. CAN NOT BE USED FOR USE spN•2 STP QS 5piy •2 SPF 1x6 OTHER WORK5 UNLESS PT 02 SYP 4x4 POST BUILT-UP COLUMN IL.O 6x6 AUTHORIZED BY THE TWM-COLUMNSGREATER u ENGINEER WITWOUT TTHAN lo'Qg TiHOP.e SUPPORTS Q INFRINGEMENT OF LEGAL / WOOD PROCOCTs USE PT 02 O R IG H T S. ICSYP 6x6 POST, LUNO. ---------------„-- ON STRUCTURAL PLAN) ----------- EV DESCRIPTION t !2102 SPF 2x4 •EA.CORNER ,q i ILA.ax4 POST.(3)•J 8PF BAM 3.4.02� � 1 t 2x4'5•CORNERS DIRECTLY POST TO SLAB CONNECTION,, BENEATH BEAM WHEN 6x6 19 WITH AI5U44 OR AW66 W/ t REQV- ilm 11 Ibd 4 1/2"IIlx4 I/4' EMBED] HTTtb t 5/8'ex5-1/1^ PDXIED ALL TWIRZAAD OS t EMBED EPDXIED C 3 t 5/8'ex 5-1/2 t ALL THReAO • '2 SYP LEDGER FASTENED x TO I6'c/e STUDS w/.131x3'PDXIED ALL , y .�._ EACH i2B READ. GU ALTERNATIVE AS N NAILS •EA STUD tL SHOWN ON (TRUSS-TO-LEDGER • ; X STRUCTURAL PLAN. CONNECTOR SPECIFIED • ► ' B7 TRUSS ENGINEER) % •• o • • % % / % \ /,% i BEAM A00VE 01 1/16'APA OR TECO RATED 1 e N�:D1�LE C!'EB Y\y\ \ t DGER 1 CONNBTIQ� TR�5bi . • // //�� //\// t SHEATHING W/ RV•0-11b_2xb w/(5)NAILS •EACH STUD. FOOTING(SEE FG'UNDATION 1 6'/8'o/o 8d NAILING s }'IAN FOR SIZE( t Rv'111-t241_.2xA wK8)NAILS EACH STUD. - 4 SIDES Rv 1242-1862-2xf2 w/(12)NAILS • EACH STUD. TYP. e0 _RCN POST t ALT. BOXED 5EAm FR- MING DETTAIILCOLUMN DETAIL TRUSS LEDGER DETAIL 1/2-v (271x4 '2 SYP VE ._ BuIlders TIa155 TOP CHORD OvERI+ANGS IN EXCESS CF 16"AND UP TO 14" MSTA24 TLV(•J)10d/bT(D,4 ON STUD APPROVED TRUSS-TO•IQ CONNECTORS -- ASSEMBLY(TYP 4•HEADER,4 • SILL) BLOCKING (7710) UPLIFT(LBS) CONNECTION - - UPLIFTS > s 1/Ib" APA.OR TECO RATED STUD WALL SPECT ATIONS USE 2x4 SYP OUT LOOKER AT Wo/aCL OV CLAP TO m-4651 V N5 W/i4)8d/_END -_ 100.0 SEE - - Fi rstSou rce HORIZONTAL 7x4 SPF 7 CBL.TCP PL.WITH l?><H5 UY(8)Bd OvER+HANGB SHEATHWG ON ROOF DECK 1 R HT.(FT) 51UD SCHEDULE 16"OR LESS USE 2x4 STP OUTLOOKER AT 24" STRUCTURAL WITH 8d NAILS AT 4'O.G.AT m-745 U W8 W/ 5)ipd x 1-1/2^/END :_- m•9'-1 Lie �x412$�TpS: O� BLOCKING BTW4 TRUSS BLOCK SHEATHING EDGES ole WITH(U45 W/(0)Od Z' - -- - - 'PLAN. _ __ CONT?x4(MAYBE OMITTED IF fU MSTAiB IS USED UrTWN A'OF GABLE TRUSS >= HEADER PER STRUCTURAL PLAN •• ALLFRAMING Mp1E.@IQL TQ�� ALL SUPPORTED PANEL 1i95�mm `2)N5 w/(41 ed/END/EA_-_ -- m.i0__i iiR3"� 7x4•2 9FF 9 s 12'"o/e� afJacksonville EDGES AND B OC.IN FIELD. 2)H8 W/(5)Imcl x 1-I%2 /END/Et1De i FROM BLOCK-TO BLOCK ACROSS EA.TRUSS) -FASTEN SHEATHINb TO FRAMiN3 AT 3 o/c 01 SYP EXCEPT cis NOT 01 5 �x4•2 SYP STUDS • I2"O/C ON EDGES,b"o/c M FIELD W/Bd. i MAY BE_�1•c,�p IL_O, �_SY-P.CNj,Y (6)I"t/4"GALV,ROOFING 0-1�0mI cU NIb/H;bg WI/I'J)10d x I"I{2" TO TOP P4-T _ ?xb •2 SPF STUDS Ib'OIC s gnCenter,(nC, - - - Imd •6'o/o FROM IST SIDES OF FjaAMING I$ NAILS • EACH SHINGLE TO-, 0-Im00-. (1)MTSI2 Wi(1)Imd x I-V2"/ENp 7a-1I`-1 lib" - 2x6 '2'�$�t3-per 16"O/C CONT,2x4 TO 7x4 SHEATHED. SWEATINGp- ` BLOCKING APA-RATED SNEATNIN3 TO PURLIN BOTTOM GNORD OF ALL 550`.tooSeVeft Blvd $ECTIQ� HORIZONTAL 2x4 SPF S 'tI BLOCKING BTLLN TRU55 MATCH ROOF SHEATHNG SWB �\ ® _ TRU55-TO-te CONNECTOR SEE -� 1 TRU'S5E9 WITH Ix4 SYP Jacksonville, Florida TRUSS SCHEDULE FOR PERPINOICULAR TO TRUSSES - NAIL TW1Z!0UGH APA.RATED SHEATHING PfE•ENGI*) FRED ROOF INTO NO.2 SYP FRAMING W/8d AT 3" CONNECTOR , TRJES OR RAFTER 14"O/C w/(3)10d NAILS AT 31244 ROOF SHEATHING -� 2x 62 SYP Di3L.TOP PL_(SLOPED) OL.AT ALL EDGES AND INTO EACW PLY EACH TRUSS - UN.O. OF EACH DOUBLE INTERIOR PLATE. 12" - 5rxSTUDS O.C.ELSEUJWERE. ALL EXTER!CR WALL SNEATNMG Tel 904,112-6100 CONTINUOUS 1x4 5PF 7 W/(3) 1/16'APA.RATED SWEATWING UATH W 11 - • J31x3"NAiLS TO EACH TRUSS �\ ed NAILS •6'o/c ALONG ALL PANEL W 5-EAT IN V16" APs.RATED WOOD6/8• ODS 0 4' FOR OTHER UPLIFT HARDUTARE (2)1x4 '? SYP TCP fe. FAS N IJL S+-EAT(-TIN�� ;UITH 8d NAILS AT b' WOOD•Tte RODS s 4'p/C Fax 904,31'�-2635 VERTICAL t •b"o/c J31x3" EDGES AND 8' olc M FIELD. f3LCGK AND COIvTNECTfONS,SEE TYPICAL (2)ROWS 10d + 12.O.C.(UNA.)MIN. C.C.AT AL:. PANEL EDGES AND w/3x3xt/6'WASHERS. TRUSS TOP CHORD 7( NAILS TO INTERMEDIATE i/J•GYP ALL EDGES(CONTINUE STUDS 4 SHEATHING J /• Q BLOCKING.ADD(IJMSTA18 FOUND TO UNDERSIDE OF OUTLCOKERS) WALL SECTION AND TYPICAL 24" LAP W/ R(12YOd IN LAP.5FiH4/b/8 E' O.G. N='SLC(TTP4-MO / L HEADER FRAMING DETAIL. •31'O/G QS 1OOp•Tie RODS •6' SugpTfAAr;G PANELS gHOULp BE / STRAP W/(1)10d/END • EA TRU55E5/RAFTER9 -� SHEATHING TO BE ORIENTED FERPINDICULAR O/C 11/3x3xl/8' WASHERS. -ORIENTED FERPINDICULAR TO 1/2"e x 4-1/2" EMBEDMENT WEDGE / •/ / SPLICE(CONT,2x4 MAYBE TO FRAMING MEMBERS,UNA.. (771x4 '2 SYP AT DOUBLE INTERIOR FRAM!Nt; ^'Et'IBER9 IF EXTERIOR ANCt10R5 CB EPDXIED ALL HEEL/END VERTICAL / OF X155 , OMITTED tF 111 INSTALS IS USED CE111NG HEIGHT vARAESY SILL (TYP) 51LL8/PLATES/BLOCKING,NAIL RANTES-TO-le CONINFr_tnRS FINISH I5 S*UGCO,UN.O, iWf-EApS • 37'o/e W/7x2xV8" f // FROM BLOGC•TO BLOCK FIRST PLATE TO SECOND PLATE W/ cl t io WA5WER5 OR WOOD•Tle RODS •. i''LL T BOTTOM CHORD OF LENGTH CONNECTOR __- '2 . T BOTTOM R w/ 4"o/c.WOOD-Tie ROOS e ACROSS EA. TRUSS( ALL TRUSSES U11TH 1x4 SYP - !J)ROWS I7d COMMONS AT 8' O.C.OC. 5Pu•t.s✓,8 � 32" OIG QB INTERIOR 5NEARUlALLB ADD m-1' U H5N8N16, MT511 U)^^ TI9 RODS + b'O/C. P-J55ES ACULAR TO. -QB H85 Q$ 1/2"exl' E-10ED AB.w!1"x2"xt/8'UlA CASE HARD NAILS • 18•o/c. 1/I6"APA OR TECO RATED / J ---- ---' - EITHER 24'o/c SHOT PINS QR I6d / / � / ul T(L155ES•Ja•O/C rI(3) SIDE PANEL HEIGHT TO (1)N5'S ggg�� SHEATHING W!6'/8•o/c 8d NAILS / /� / 10d NAILS AT EACH TRUSS - MSTA24 0(8)10d WiDTH REQUIREMENTS 1'-14' •____.�� _._ AT 31"n!c O I - BLOCK ALL PANEL EDGES. f UNo. NAILB/END •Ea SIDe OF ANG" BOLT(5) h(ft) MIN w !U NI6 Qg MT912 R )J"e UJOOp•Tle RODS + 6' C/C W/EITHER SNOT PMS • 24"O/G 02 SYP PT BOTTOM R / EA.STUD ABOVE CRS T PINS 1' 1'.r' _ > 14' _EEPL ---- OR 16d CASE WARDS • 18"OIC. �� HEADER t JACKS TO T PER TAiL,E19 1 \ HEADER D 6' I'-8 IR" JACKS R MAT TRU55-TO-ie CONNECTOR+ ` DOUBLE TOP a OF WALL t! USE (A)10d IN LIEU OF • TYPICAL WALL 4' I'-2 1/1". TRUSS-TO•le CONNECTION e0 PEA TOT�'.111iE"5F•F-1 S . . --• • � SEE TYPE ( SCHEDULE FOR CONNECTIONS le• - F \ 1, x b - UA.4 x Wf4 UAIF T 'ALL GdNGRETE MINIMUI TYPE(RTL A 1 B/STU TO•STUD, TO I6': 2xb 61p•Z �ll 1 I a •a --- FINISH `�, OR FIBERMESH •�1 SWC -TO•SHOE. - R 16': 2x8 SYi'"I GRADE 92: • • 1500 PSI COMPRESSIVE SHOE-TO-FOUNDATION _S WATERPROOF BARRIER - STREN�iTN • 78 DAYS- LSTUDS/SHEAR WALL � ' _ - FOOTING TO BEAR ON UNDISTURBED SOIL FRAMING PER PLAN ` C - I^ BRAG1W-I OF TRESS NE Lt7 D ` �- HTT12 Wi 5/8"e ALL NOTE,MASONRY gTEMWALL MAY t.[ USED M 1 r^ MCNOLITNIG FOOTING. INSTALL ANCHOR BOLT,IF USED,WITHIN 8'OF FOOTING(SEE TYPICAL:WALL SECTION) ��AD(5 1/2" BEARING WALL ENDS AND UA THIN 8"OF G„•,4 OPENINGS iN BEARING WALLS_ SEE TYPICAL CONCRETE SECTIONS FOR �J-p EMBEDMENT)(TYP) A REINFORCING AND DIMENSIONING OF _ COVER Iro TALLY AT SHEAR WALLS sTi STt V2• ■ V-0. GABLE END BALLOON FRAMING DETAIL -SUNS - SPECIAL SNEARWALL DETAIL sT1 TYPICAL WALL SECTION W 1/1" . I'-0" V2" 1 -10 7x4_12 SYP OUTLOOKER, •5U,1 • 50 SHEAR WALLS REQUIRE M'N. a8"OVERLAPS ' •OvERHA%W 5 I6'.•74'o/c W/(1)H5• EACH W/MIN.124)J31x3"NAILS + TOP PLATE 5PL_ICE5 OR(2) OUTLOOKER TO TOP CHORD OF GABLE TRUSS MSTA24's W)(9)10d/ENO,CENTERED ON EACH SPLICE. APPROVED TR41SS-TO-E GC1,NECTORS ___ _gT_Up WALL g_PEGIFIGATIONS UPl IF7(LMS) - CONNECTION- UPLIFTS, > _ -OVERHANGS 16' 2 74• • O OIG W/(2)N5 • EAG _ _^---- - S, > iE HT,(FT) STUD SCHEDULE _ ROO1= SHEATHING SUPPORTED EDGE BLOCK SHEATHING EDGES OUTLOOKER TO TOP CHORD OF GABLE TRUSS ,_-- "LING PER PLAN WITHIN 4'CF GABLE TRU55 ® 0.465-- lU N3 u- f4)8d/ENip _ _ _ - - _- - L -'- - "RJC'LQAL m•9'-1 Iib` ?x4'2 SPF STUDS * •-� E FASTEN SHEATHING TO FRAMING ' NAIL THROUGH APA OR TECO RATED SHEATHING ___ 0;145 (U W8 U)/(5)Ipd x I.1/1"iENC �u _ - _ AT 3"I6" O.C.W/8d NAILS. I CJ"W8 INTO NO.2 SPF FRAMING PER SWEAR _ 465-930 (2)H5 W/(4)Bd/E_NO/EA - _--!$-' - Zx4•2-Sj�F STUDS_a t7"O G NO.T SYP?x GOVT.TO TRTJ59 t WALL TABLE. _ 145-Immo _(2)N8 UP(5)10d x II-V1"/EVD/E2Y ---- m-1Y-i VB" ?x4 02 57P STUDS * 12"OIC APA OR TECH RATED 6HEATHING FASTENED TO 0-1000 (IJ Nlb-_165 W1(10)100 x t-,!/Z' T 2x6 02 SPF STUDS • Ib O/C I 111/44 MAX TOP PLATE UV.131x3' - MATCH FRAMING PER SHEAR WALL TABLE m:ImOO Ili rti91?itl/!11 10d x I-1/1"TEND __0 -1-1A BOTTOM CHORD OF TRUSS EDGE NAILING SPACING OF !� QCP PL. x -jx(a •� SpF gTtJD3 ii'16'O/C (UP TO ?xG) 51HEARWALL SHEATHING (4).131x3" E oB END APA W TECO RATED (BLOCK PANEL E E9) SHEAR WALL (EITHER 6"ole OR 3"o/c). NAILS • CH SHEATHING TO MATCH 8d COMMON NQZQpOt�y.• 1/16"A.F.A.OR TECO RATED ROOF SHEATHING ENp$ IN ADDITION SHEATNtNG ON ROOF DECK L] OUTLOOK TO TOP IE. • NAILING TO T-1-P.WALL 5ECTICN(A/STI t WITH ad NAILS AT 4.OZ.AT PURLIN BOTTOM SHEATH TRUSS CLOSEST TO GABLE TOP CHORD 5PACING MSTD. tWCD-11E ROD MAY Bg CHORD OF ALL INTERIOR WALL W/1116" APA.OR USED IN LIEU OF ANY SPECIFIED ALL SUPPORTED PANEL ` / TRUSSES WTH 1x4 I TECO RATED SHEATHING W/Rad • 2x L-BRACE CN GABLE VERTICALS AS DOUBLE STUDS • EACH END HOLD-DOUN. EDGES AND 5" O.G. IN FIELD. PRE-ENGINEERED ROOF{ SYP OR 3"OAC.AT ALL EDGES AND t2" SPECIFIED BY TRUSS MAW(MM.7x4 02 OF SHEAR WALL. (6)1-1/4"GALV.ROOFNG ` PERPMDICULAR '--- EDGE FIELD 1-STORI �- TRUSS OR RAFTER 0 O.C.M THE FIELD • BLOCK ALL SPF W/b"o/c J3tx3"NAILS•MAX 24'o/c). STORY NAILS EACH SHINGLE TO TO TRUSSES •14• \J I I WALLS > t5'LONG,NONE I)rblb SHE O/C u/(3)I0d EDGES(MATCH NAIL PATTERN GABLE TRlJ55 SW 6 8 REQ Dt WALLS < 15'LONG: TRAP NAILS AT EACH SPECIFIED FOR gl fTN'G s SW bELOWA HEADER KING STUDS MAY SERVE (?)510"4/6/8 uJ/1r1"e x \ TRUSS - UN.O, �) ((` EDGE OF 1x NEED NOT BE A9 DBL STUDS AT THE ENDS OF 4-1/!" Et iBED EPDXIED (i •; SYP TOP IE. FASTEN W/lJ) • FLUSH W/EDGE OF TOP le. CLIP END CF LATERAL BRACE TO GACLt? 51HEARWALl9 ALL THREAD t 3x3xV8' `�- Rr,.5 'Oa U"o/c(UND.)MIN.24" LAP/ SPI.14/6/8 • 32"o/c QS SHEATHING TRUSS MAY BE 2x4 -B MG T MI T r BOTTOM CHORD WITH(2)Pb CLIPS. WASHER WITHIN 3"OF 7RU55-TO-e CONNECTOR SEE W 'Cd IN LAP. U1 OMITTED ONLY IF SHEAR UNA!-L 15 A R POINT OF GAB E "X• • WOOD-Tie RODS W/ 1 SU)OR SW OESIGNATICN &Q 29 B ES NWA IN 8' t AT H EA STUDs/SPN4/6/e. TRUSS SCHEDULE FOR GABLE SOTTO(-1 CHORD TO TOP R U)/M8TA18. CONNECTOR 3"z3'�cIB'WASHER• a"o/c CONNECTOR 13TUN SHEARWALL t DJACENT TRUS UL(3),131x3"N STRAP W/(1)imd/END • 48"o/c CR.13fx3" TOE (UHTT22 V 5/8"e x 5-1/2" 3,Cg1b TRUSS Z 2x SWEARWALL LENGTH. A QMG SPAQIN r NAILS TO TOP le •3"o/c-,STAGGERED A9 REQ'D. `''W 3 8 EMBED EPDXIED ALL TR4F,5 - ePA4/6/B x c SPF 5�pg < 4112 PIT 8'o/c STUDS PER PLAN THREAD, RAGTER:TO_P GONNE�'TO 1/16"APA.OR TECO RATED SHEATW NG WU 8d NAILS R WOOD-1 SHEARWALL (S+HEATHING t 4/t2 t 1)12 IGH b a/c LENGTH CONNECTOR RODS W/3 •b" OC.ALONG ALL PANEL EDGES AND 8"O.C.IN SPACING (1)SPH4/6/8 W/1/1.0 x 4-I/a CONNECTORS PER PLAN >1A7 PiTC 4'o/e &A 3 8 J1CSA6 :ASHER FIELD. BLOCK ALL EDGES(CONTINUE 'J•WEATHiNG PER PLAN EMBED EPDXIED ALL STRAPS 0-1' U N5N81JI6,QS M7817 TO MIDPOINT OF GABLE BOTTOM CHORD) - THREAD W/3x3)'1/8" (2)H5'S -- WASHER• QS N8'8 QS • O 1'-14' _-- -- I \ STRAPPING, P_ 1Itm NOTES, r (1)Nib CR MT51? CONNECTORS, CLIPS, AW 1) 5/16' WARDI-PANEL 15 PERMITTED AS 5UBSTITUTION -- - - - -,D/QS CLIPS T (� IF FIRST CUTLOOKER 15 MORE FOR RATED SHEATHING ON EXTERIOR > 14' 5EE PLAN A,B'S AN ie 2x4 7 SYP LATERAL DRAGS AT 48'o/a WALLS ONLY IF NOTED ON THE STRSJCTURAL FLAN. JACKS 1' AND SHORTER MAY RODS ARE Nj2 REC1'D THAN 32",FROM FASCIA,USE INTERIOR BEARING �' ' (3)J3tx3"NAILS THROUGH BRACE INTO f1Ax4'S •FIRST OUTL R ONL USE l4)IOd IN LIEU OF -'- - A.P.A.C2 TFCC: 2ATED s Q NOTEt EACH TRJ55 BOTTOM CHORD. EXTEND SWEATW1ti!, C.7'2 SPF STUDS t4 ( \ THIS INTERIOR SHEAR WALL DETAIL IS INTENDED FOR USE IN AREAS WHERE TWE BRACE TO FOURTH INTERIOR TRUSS. 2) OPENINGS IN SHEAR WALL SEGMENTS PERMITTED ONLY TRUSS-TO-fe CONNECTION WALLS SUPPORTING v C SWEAR WALL RUNS PARALLEL TO THE TRUS5E5. THIS I9 AN ALTERNATIVE TO 7 31• ~'�- HOLD BLE � IF SHOWN ON THE FRAMING PLAN. REFER TO DETAIL QNLY FLOOR LOADS. MSTAiB STRAP • \F �� FOOTING(SEE TYPICAL WALL SECTION) PER TABLE D/STI• STUD WALLS WITH BRICK VENEER STI CONTINUING SHEAR WALL FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK 48'olc 08.131X3* /` OPTION, SECURE BRICK VENEER aLL EXTERIOR WALL SHi:ATNIIJG TOE NAILS 3)WTT22 SPECIFIED FOR SW MAY BE SUBSTITUTED WITH TO WOOD FRAME W GALV.TIES • '2 SYF BD"'L-1 P W/(2)ROWS OF 0d n SHALL BE 1/l0" APA RATED •�-- ALTERNATE INTERIOR SNEARUJALL FRAMING GABLE END BRACING DETAIL ': 5.NEAER WALL, ASSEMBLY DETAIL uPAWD2J W/(23rbd tb"o/c NORIIONT VER VERTICAL NAILS � Al o TAGGERED. $PALL iNG WITH Ed NAILS AT 6" • O.G. AT ALL PANEL EDGES AND ST1 112" tr I'-0" 8'O.G. IN FIELD(TYP-UNA.), 1�" ■ 1•-0- gTl 3/4" Telt r , ,rOD - SHEATWMG PANELS SHOULD 15E DRAWN RW NAIL SWEATWING TO BOTTOM fP / 6"/6"o:c 'Cc '.GICs ( GLUE ORIENTED PERPINDICULAR TO `- WOOD-TIE ROD FROM ABOVE, y AND BAND BOARD PER REQD ! W/LtGtJ D ti-•'L. OR EQUAL. FRAMING MEMBERS P EXTERIOR CHECKED LAP SECURED TO BEAM VIA NTTIb WI WEARER!SIZE SHEAR WALL EDGE NAILING. FINISH 15 STUCCO,UNO. - (18)16d NAtt 5,MiN. / • BEAM SECURED vtA WOOD•TIE ROD ( PER CALLOUT ON z4FH4/6/8 PLATE WOOD'TIE ROD TNftOIJGN � STRAP ACROSS JOINTS N - N CENTERLINEOF BEAM W/ •// (1)WTTI6 W/(ISA6d (MAY BE ROTATED II ---- (11 510'"4/6/8 STRUCTURAL � NOT REQ'v USE SCALE NOTED BAND BOARD W/RIMSTA24 SPECIFIED 4STRAPS I.L.O. DATE 3/rio/02 3x3xi/8"WASHER t NUT. 180'TO CONCEAL FLANGE) PLAN)OR YS 4 II �- IF EATH ECO RATED W/(g)10d NAILS /ENp CJ'�) /� •�" LAYOUT IF 978 42. S"L=AT"ING 19 NAILED -� HEADER PER IF LOOR DEPTH le 16" - mo TOP IE ASEMBLY t CORNER OF -� N N � � STRUCTURAL r' NAiL $uEATWING TO TOP 1f? � (NOT REQ'D WHEN USING GAQAGE i�(1)ROW of d u�_ 14A0c1 •KING PER REO 0 SWEAR WALL -� - WOOD•TIE RODS) JAB_ NO. STANDARD •/� 5PFJ4/b/8 • 31"0/0 N II �/c ea NAIj„ STUD-TO-WEARER, EDGE NAILING • TOP B TO NOR EACH END AND �_ TRUSS DETAILS - T IN THE EVENT THE CONCRETE (1)MSTA24 W/ II N COWER OF / I EACH PLY. ATTACH IND FLOCK STUDS TO F�C�2 Tta155 OR 1-JOISTS CONTRACTOR C"iITS THE (SAOCI ENO/STRAP •EA GARAGE TRU89-TO•fR AND IST FLOOR STUDS OR FLOOR - UPPER FLOOR STUDS TO LOWER HPA1 tD2?EMBEDDED, END OF HEADER URO. II N R•TO-STUD CONNECTOR N BEAM W/40" LENGTW(48' IF FLOOR STUDS OR LOWER FLOOR STRAPS, IT 15 ACCEPTABLE APA OR TECO RATED SCHEDULE FOR SPACING FLOOR DEPTH i!' I6")OF C51b !?;•2 SYP TCP R. BEAM WITH 40•LENGTH OF G516 TO SUBSTITUTE (U{MSTAS N N CONNECTOR(SHEET STV SWEATWING W/(1)ROW Or STRAPS • 37" O/C W/no im \• c STRAPPING w/(iIAOd/END. \\\p1111111U1Ub1/./ WOOD BEAM SERIES FLAT STRAP PER WALL SHEATHING SHALL BE 1116" •9H1?ATNING NEEDQIILY p _ ed NAILS 3. O.G.AT TOP • FAS•E,!W/(2)ROWS 10d d/END(CENTERED ON FL OCR 12'c/- •J/MIN,(12)10d IN GENTEF?ED ON FLOOR SYSTEM • TIE AMCONNECTION ALTERNATIVES NPAND22.FACE MOUNT THE APA RATED SHEATHING WITH 8d-/� II N COVER LG"lEi31e of TCP le (INTO I!''S)AND BOTTCI F STUDS E N SYSTEM)OR USE WOOD-Tie L,v'(U.NOJ MIN.?4'LAP QB wooD•Tle RODS + a'o/c. �. � b •; STRAP TO THE FOUNDATION NAILS AT 3"OIC,AT ALL PANEL ASSEMBLY IF. (INTO HEADER).NO SPW'S RODS • 6'OIG(4' O/G • f ,• ' - .. I ALL JACKS TO HEADERS JACK AND KING 5TUD5, N INTERIOR WALLS). CONTINUE �i w'' '✓ 1�n 1•-0• WTH EITHER(4)t/1'0 EDGES AND O'O.C.M FIELD II. II A_� A�PRQp,��,Y SQUIRED. • o (TYP-UNAJ SHEATHING PANELS NAILED TQGET $ M9TAI8 W/(bfl0d M QUANTITY PER CALLOUT _ A.P.A.C4 FEC: R41ED SPF STUDS EPDXIED ALL tWR_ADS W) HEADER,(6)0d IN JACK ON STRUCTURAL PLAN. GUANTITY/51ZE/GRACE/SPECIES � f � • 4 1/4'MIN.EMBEDMENT OR SHOULD 8E ORIENTED iI N Q)TRIJ ��,teS Tgee� FASTEN ADJACENT OF STUD COLUMN SPECIFICATION 5HEATti!NG OVER SPF STUDS „• - l31 ROWS OF 10d NAILS• (16)3Ab'Ox 1 3/4"TAPCON PERPiNOICULAR TO FRAMING ARE ATTACH TS1�2+iR KINGS AND JACKS w/(11 - (i)ROW OF imd NAILS • " e"O:C"STAGGERED AS ANCWCRS.FASTEN STRAP TO MEMBERS.U.N.O. / II N - - ON STRUCTURAL SWEET(51 OR "2 SYP PT eCrTC^1 f_ w/510"4/6/8 • V2"0 x 4-I/2" EMBEDMENT WEDGE ROLL'S OF Imd + 8"OC. S?)FOROUGHUNDATION FLOOR D (I) ib 32"o/c 04 WCCD•lis RODS • 6'o/c. ANCHORS CS EPDXIED ALL J� FOUNDATION AND ADD fU G5t6 THREADS •32'oleW/7x]xl/8' = tt((� '' � • "' "F 4`O>✓.STAGGERED.I ''' � 5HOLLN,EA PLY. STUDS W/(7mrbd. � JACKS PER PLAN-�•. i II N PER PI.T ACROSS FLOOR ! (I)ROW OF .W NAILS •6.O.C. • I/4.OFF i OF 2x6. " WASHERS OR WOOO-Tis RODS • •. STAT O !U • MIN.3 KING STUDS EAGN II N FABTF�•1 ADJACENT KINGS -- WOOD-TIE ROD ADJACENT SYSTEM COR tL'OOD•Tie RODS � f STAGGERED,WITHIN 3/4.OF SIDE OF OPENING WHEN AND JACKS W/(2)ROWS TO KING SPUDS EACH SIDE V 1a"tfxl" =ri 4"o/c.WOOD-Tie RODS • �)\ CENTER!ME OF?x4 1 5/8' • • " CONT.TO FOUNDATION). BE: AB.W/2'x2"xi/8" ,' �< iG> ? \� • off _ HPAWD2?W/(?3,bd TO USING 1x6 FRAMING,5 KING-/ OF 10d •8'O C. N CF OPENING > 6'-0' WAS+-ER t:T 32 c c OR 1/1'e WOp•Tie INiERIOR SNEARWALL5 ADD t C ? 2 �. • • SND ASSMEBI_Y (2) STUDS EAL14 SIDE WHEN " �- RODS t E'cic L",' 51-107 PINS • 14'0/c EITHER 24'o/c SNOT PMS Q$tbd 'i, �S "' ••• �.`� PER SIDE OF OFENING USING 2x4 FRAMING UNA_ II N WOOD•Tle RDD N OPENINGS GREATER THAN OR 16d CASE •+ARDS • 18"0/c. CASE HARD NAILS • 18"o/e. , /CNAjL G P 1/1" ANCHOR BOLT AS I II II (2"MAX.FROM 6'USE 1/2'0 OR 3/8"0 I�• • -PER TYP.WALL SECTION. JACK/STUDS) ALL JACKS TO BOTTOM N ANCHORS AT 48"O.C.OR _ _ - ST1 •HpAN ?N T ENED EDGE W!(Ir4 FINISH E • v V4"e TAPCON9 AT 32'O.C. Ojpjt 4'SLAB W/8"x8' THICK. II N I2� 5F•IP4/b/8 PER JACK --� PLAN C� I I . Wil ATI CONT.UNDER DOOR 1 01� • 1 n \ \. CR FIBERMESH 14 W1LF -+ �/ Lst lE IC nn4 ULL L l _TN 2 4fT' II GRADE' 2' 1 9/8" FINISH (SEE DETAIL 6/577( 11 p GRADE E , WATERPROOF W V ALL C :t,ICRETE MINIMUM CT �• Nf !� Q �f 2500 PSI COMPRESSIVE SHEET "s �7�OR �7YP .LX� GRADE �I�I _ IT TING(SEE p A3Af'•RIER BUILT-UP COLUMN =ITL- I -' - - _ TTP FOUNDATI - FCOTING TO BEAR ON UNDISTURBED SOIL STRENGTH •28 DAYS- 02 SPF OR SYP 2x•4 PLATE "GTS. UP TO 16'-1 1/8" 02 SPF OR SYP1x8 -T _ _ _ _ _I I� DETAILS) NOTE MASONRY STEMWA:_L MAY BE USED N!_AEU OF MONCLITNIC FOOTING. INSTALL ANCHOR BOLTS BUILT-UP COLUMN BUILT-UP COLUMN ' ( - . I (IF USED)WITHIN 9'O= BEARINS UTALL ENDS AND WITHIN 8" OF DOOR OPENINGS IN BEARING • SEE 5TR11CTURAL FRAMING PLAN FOR NUMBER OF PLIES. WALLS. SEE TYPICAL CONCRETE SECTIONS FOR REINFORCING AND DIMENSIONING OF FOOTINGS. i PLATE "GTS, UP TO 14 -I 1/a PLATE HOTS. UP TO 20'-1" FASTEN WALL 8HI?ATHING•TO-POST uu MM ea• + TRADITIONAL METAL CONNECTORS WOOD•Tie ANCHORING R 11 O/C OR GYPBUIM-TO-P09T UL MIN 5d's •4 O/C H QDS TRADITIONAL METAL CONNECTORS t1,lOOD•Tle ANCHORING RODS �• B MULTI -STORY TYPICAL WALL SECTION *TYPICAL0OrMECT1CNS • STUD UMN5-JACKS-KIWj 5 12 MULTIPLE PLY POST CONNECT IONS STl C TYPICAL GARAGE DOOR OPENINGS DETAIL gT1 TYP( AL OPENiNCs FRAMING DETAIL - U.N.D_ STI 1�2° 1'-0° ASSEMB IES.CORNE�OST.ETC U2 • 1 .0 1120 1120 i�-O~ I/2n ' 16.011 s ---- -- OF N T5 THIS DOCUMENT IS AN INSTRUMENT OF STRUCTURAL G=ENERAL NOTES ENGINEER'S SERVICE FOR OTHERS FOR CON- STOP LATH AND SEE STI FOR VERTICAL WALL CONNECTION. STRUCTION OF PROJECT STUCCO COL 4" CONC SLAB W/ 6X6X10/10 UXr- AS TITLED BELOW.' STOP LATH AND BEAD 1' BELOW OVER 6 MIL VAPOR BARRIER OVER INFORMATION DERIVED CODES: 4" GONG SLAB W/ bX6Xl0/10 WWF '. • T001 FLORIDA BUILDING CODE (FBG) OVER b MIL VAPOR BARRIER OVER SLOPE 3 G X IZ" STUCCO CORNER SEE STI FOR VERTICAL WALL CONNECTION FINISHED FLCCR� HCLEAN,WELL COMPACTED, TREATED FILL FROM THIS INSTRUMENT CLEAN,WELL COMPACTED,TREATED FILLEXP. JOINT AT GARAGE DOOR AD I" BELOW 4" CON - ASCE 1-98 FINISHED FLOORS OVER 6 MIL VAPOR BARRIER OR VER AS BRICKSLEDG - --- ----------- USED FOR CAN NOT BE CLEAN, LL COMPACTED, TREATED FILL OTHER WORKS UNLESS 1991 NDS VARIES �__----.-;__,+--T-____� S R D % �. - THORIZED BY THE ' — — 4 CONC SLAB W/6X6X10/10 UAtF SLOPE ---------- CP} G o - - (1)''4 REBAR CONT. • HEADER COURSE L� AU _- OVER 6 MIL VAPOR BARRIER OVER GRADEL DIMENSIONS ARE (Y (�__ I - r Ili-- ENGINEER WITHOUT I i I---IIII CLEAN,WELL COMP4TED,.TRE TED FILL MIN- DISTANCES O �=I '' 4" I i I STORY INFRINGEMENT OF LEGAL. at n Is void after two ears from original date of Issue, unless dated to acceptable codes and practices at that time. II=IIII IIiI i _=IIII=ILII= 9 y g _ CLEAN COMPACTED ^ DIMENSIONS ARE RICsHTS. A.De � ! __ � 1 i --III iI d> �III:I;• � 6 2 ST MIN. DISTANCES d.Do not scale. Use dimensions from the architectural plan. Notify engineer Immediately if discrepancies are found between plans, ,IIII=1111=1111 = _ - G,dll details shall be in accordance with instructions from manufacturer or designer. _ _ — _ _ _ _ - — SAND FILL -- --- TORY —IIiI_II11_I Ih{III- I _ 2r4 CONT. -STORY 1=-1111 __ I - -IIII,;, Illlil111 _-- E DE:S�RIPTION CL All t orer shoring shall be the res Onsiblllt of the contractor. — _ _ - _ _ _ 1 STORY W/ ? OR LESS COURSES, - _ L POUR BTEMWALL SOLID OR USE Im'yc?0• FTN'G I • • • 1 =1111=1111 =1I I I—I i I I I I - I - I I (TYP. VERTICAL REtNFORCEMENTh 04 DOWELS y g p y !2)'5 OR (31'4 CONT.- ? STORY III 1= I +b M!L-VAPOR BARRIER /O BRICK _ i!111— _1-1 • CORNERS 4 487ola THEREAFTER - BEND _ F 112-ATIOP6 _ _ — -- :=III ALL DOWELS • TOP--111 l STORY _)III=11 =IIII 12" (ir4 CONT: ^I W/ BRICK I i; -= MINIMUM 6" INTO FOOTING /U"BOTTOM, PINTO SLAB A.This design has been completed to accordance with pertinent standards, recommended design soil parameters, and accepted ��20—. _ III—I I 3 engineering design, procedures, and.Is based on the best information available at the time of completion. TI=e design Is Intended 2 $C TORi-7 I'-II I III SIIiI =IIII L1L4SY I-oTIrrG elzE • MAX. STEMWALL "EIGHT: (5) (GROUT ALL CELLS W/REINFORCEMENT) - 9 9 9 , pr to minimize differential movement resulting from the heaving of expansive soil or settling of subsurface nolle. It must be recognized w/o BRICK 2 WIDE u( (?r4 CONT. 8" COURSES WALLS > (5)8" I STORY HT1 . ei 4 that foundation components will undergo movement. AN subsequent Owner$ shall be appraised of the soil condition and advised to 2 BRICK ?0'WIDE(INCLUDING LEDGE)W/(31'4 COURSES HIGH REQUIRE �o BRICK 16'x$ W1(Tr4 CONT. TURNED DOWN EDGE 2 STORY ADDITIONAL ANAL(-SIS t w/BRICK 20"x8•uu 1374 OR(?n CONT. maintain good practices in the future with regard to surface and subsurface drainage, framing of partitions above floor slabs, and tp uuo BRluc I6•unDE wr 13r4 OR(z>"s CONT. REINFORCEMENT. 2 STORY finish work above the floor slabs, etc. f0 BEARING STEP DOWN W/BRICK 24"WIDE(INCLUDMG LEDGE(W/(4r4 OR(3n W/O BRICK 20"xl0-W/M-4 OR(2r5 CONT. Ila,Design has been based on a non-expensive soil with an allowable soil bearing capacity of 2OW per. Active EFP* 30 pcf (level backslope). i W/BRICK . ?4•xlm^w/(4r4 OR r3n cc+iT. C.Backfill adjacent to foundation walls shall not be placed until the wells have Sufficient strength and have'been anchored to the floor TYPICAL FOUNDATION DETAIL i TYPICAL FOUNDATION DETAIL eyetem above or adequately braced to prevent damage to the wall. 0.Refer to the Geotechrilcal Engineer's report for all soil requirements for this site. All foundation pads Shall be formed to proper dimensions as indicated on the drawings and centered on column or wall. F,The location or foundation Jogs, atep9 and top of.wall elevations and connection$ are critical to foundation performance. These Items 4" CONC SLAB W/ 6X6XIC/10 till!)= SEE STI FOR VERTICAL WALL CONNECTION. OVER 6 MIL VAPOR BARRIER OVER 5 I/2" are shown on the plans but may change during the actual construction. As a result, this design can not address proper foundation CLEAN,WELL COMPACTED, TERMITE 4" CONC SLAB ttU 6X6XIO/10 tULF ' MAX. 2 COURSES configuration unless stated $ eclFlcall on the drawings. TREATED FILL OVER 6 MIL VAPOR BARRIER OVER 5 I/2" WIDE CONC. SILL TOP AT MAIN ABOVE SLAB LEVEL. SEE STI FOR VERTICAL g p y g CLEAN,WELL COMPACTE .. Builders,. BEAD I" BELOW WIDTH REQ ADDITIONAL ANALYSIS) -BLOCK COURSE A,Detail reinforcement In accordance with ACI 315-80 (Revised 1988), Detailing Manuel. Minimum concrete.cover for reinforcement _ _.__ _" "' _ - + Rte\ 4" CONC SLAB W/6x6xI0/10 ULF TYPICAL SLAB Firs tSou rce ___ =II- -IIII=II i I-111 I= \ OVER 6 MIL VAPOR BARRIER OVER TYP. VERT. - =IIII—III CLEAN,WELL COMPACTED, TREATED FILL OfJacksonville shall be a$ follows, — - -6 MIL VAPOR BARRIER PE Concrete cast against earth 3" =ILII =IIII 1111=_1111=IIiI1 - iIiI= D � M A P O F S U R V E Y LOT 1, CORNELL ONE, AS RECORDED IN PLAT BOOK 55, PAGES 91 AND 91A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. I f� l q r�gly . l Tlc PLI eEq Cy \ \ l eook 3' \l� ��"eR� �0 e 6 O , c �� Ss8.4So � SCALE 1" ! 20' �soo�i l �o�ry 70DRgiNq FO r \UNF l l S \ \ MA `` �\ k. �o 6,8� �� NyO�s T A ' V / �,9 �N / 4zIV / -9 a 20 co zu o`� gv / o, d,pNUMe NCR N /V / oto f / 0 � ` ilG R 5O.RI fgSFMeNr cryT OF WAS, \ N � NOTES: THIS IS A SPECIAL PURPOSE SURVEY TO SHOW FINAL IMPROVEMENTS. BOUNDARY DATA AS PER PLAT. SEE "AS—BUILT" SURVEY DATED OCTOBER 3, 2003 FOR POND LOCATION AND OTHER STRUCTURE INFORMATION. FILE No. 2003-1177. BUILDING RESTRICTION LINES AND EASEMENTS AS PER PLAT. THE PROPERTY SHOWN HEREON APPEARS TO LIE IN THIS SURVEY WAS MADE FOR THE BENEFIT OF FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD MARLENE TACKETT; BEACHES HABITAT; DONAH00,� PLAIN) AS WELL AS CAN BE DETERMINED FROM THE BALL & McMENAM , .A.; AND ATTORNEYS' "FLOOD INSURANCE RATE MAP" COMMUNITY—PANEL TITLE INSURAI ,,,INC� NUMBER 120075 0001 D REVISED APRIL 17, 1989 g0Ar; FOR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, �' •••' N%�,' FLORIDA. '� I�-4 4, k c• "NOT VAUD WITHOUT THE SIGNATURE AND THE DO NN W B ,• I pl�E �4f: ORIGINAL RAISED SEAL OF A FLORIDA LICENSED FLORIDA U vi -d'h MAPPER No. LS 3295 SURVEYOR AND MAPPER." �fi- FLORIDA LIC. SUR,VNG APPINC-BUSINESS No. LB 3672 ', � � DATE: CHECKED : BOATWRIGHT LAND SURVEYORS INC* OCTOBER 16, 2003 DRAWN BY: MCC Fly' 2003-1235 1500 ROBERTS DRIVE. JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1