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1101 Cornell Lane (3)• • ' • o . • - . a':tl�' %�'I♦ l.1t•' - 4. '( ;'.il'i .,a 0.8. t; • r J '1� iS:'':.' . 11 ,. .•t; t3X � ••\': •'�.� .� aN:•1 •r• �-4 •, a • i ' Y•�';'�jLel'�11:4?ir•'. '' �' ,��1'.fA•1�2�1.... 'j�t•M,: �►-l.i:' �`. 1' .i yli.p�•Yillit'':(ti '1- � 1= Y.{: r1 ,�.ly:.rY,1 Y �% ' ).Z•1 {. '' ; .• ,�. < . ••'` �f, .+ , �t .' •'N . iV��r. yr •t �4 i' r .1 '•;•:,. �C��: .+ i, �y `i a. •�i 1 ;'�1,. •♦ _ • «: `%L t ! f • • n .G: t; .Ill •1'' '+LL'' , I. - y s . /.1.,� R ,,�:.t 9'...'.t..r .•.,;,;•j.i•r(-+s'ti�t�y-�•? L4 It''rr. 'I S ,• ,' ► �..• i • ,errs: . ►. ; �!1;'y- r' �r'(. .,1, a ;'.sv t•' �� � - r,,, .•`:'.ti?.!.' yl.t-• +.t.'. .t'�n;',f• it I 1�Y`A'•'` �. 'tn t� .,1 'v'.i.��'li� 1•' �L•.='l '� �WIt, .rI Iw'Wrs,?:",-,.jl :i�� •'j+r. ., t% SSI. ..'1'}•� -,. . '1� ..w -tilt 111' , ..,f,.• Z, .,1 + t•1'y•. '; K L HEADER PER STRUCTURAL. 4j'1'I CJTI PLAN OR TRUSS LAYOUT ' BUILT-UP OR BOXED COLUMN MAY (2XISTA24 W/(1,XVd /END B T �2 M LSU eig A.4_QR&x& FROM BEAM TO POST CENTER STRAP + JOiNT USE 4ply •2 SYP Q$ 5p4112 SPF 2x4 U)4A. ON STF=TIIRAL BUILT-UP COLUMN ILA 4x4 PLAN. USE 5p14 7 STP QS 5pt -2 SPF ?xb PT 02 SYP 4x4 POST BUILT-UP COLUPTI IL.O 6x6 -COLUi'TNS GREATER IU � TWIN 10' 08 TH09E ENGINEERED WOOD Q O PRODIIGTs USE PT 02 IG SYP 6x6 POST, (UNA.------- ------------------ � ON STRUCTURAL PLAN) r t 4 (2) •2 SPF 2x4 • EA. CORNER pl 4 I.L.O. 4x4 POST. (3)•J SPF i 2x4'5 • CORNERS DIRECTLY POST TO SLAB CONNECTION" BENEATH BEAM WHEN bx& IS WITH Ai5IJ44 OR ABU66 W/ t i EQV- ilf 2) 16d 4 1/2`ix4 1/4" EMBED] WTTib 4 5/8•ex5-I/U^ PDXIED ALL TWFZAAD OS EMBED EPDXIED < 5/8•e x S-1/2 t ALL THREAO • 'J SYP LEDGER FASTENEC x TO I6' o/e STUDS w/.131x3'MBED EPDXIED ALL y . _ E� Ca THREAD. ALTERNATIVE AS GUN NAILS • EA STUD SHOWN ON (TRUSS -TO -LEDGER I ILL • ; X STRUCTURAL PLAN. CONNECTOR SPECIFIED ' ► ' ' BY TRUSS ENGINEER) % ��' o • • % % / % \ /,% i BEAM A 5OVE ` t 1/16• APA OR \�\•\ TECO RATED I apG R 4 CONNETIQN�!I�D1JiEiPE12 TFtTJ&SZ //Y/ SHEATHING W/ Ry 0.1T6_?xb w/(5) NAiLS • EACH STUD. FOOTING (SEE FGINDATiON t 678'o/o 8d NAILING 4 PLAN FOR SIZE( t RN 111-•741_2x8 wK81 NAILS EACH STUD. , - SIDES R,y 1242-1862_2xt2 w/(IJ) NAILS •EACH STUD. TYP. FO _RCN POST t ALT. BOXED �nEAM FRAMING DETAIL: s COLUMN DETAIL TRUSS LEDGER__DETA TRJSS TOP CHORD HCRIZONTAL 2x4 SPF 7 BLOCKING STUN TRUSS CONT 2x4 (MAYBE OMITTED IF (I) MSTA18 15 USED n FROM BLOCK -TO BLOCK ACROSS EA. TRUSS) 10d a 60o/c FROM CONT. 2x4 TO 2x4 ` BLOCKING $ECT IQ� HORIZONTAL T SPF BLOCKING BTWN TRU5S ROOF SHEATHING -� CONTINUOUS 2x4 SPF 7 W/ (3) J31x3' NAiLS TO EACH TRUSS VERTICAL 4 • b"o/c J3tx3" TRUSS TOP CHORD NAILS TO INTERMEDIATE BLOCKING. ADD (1) MSTA18 • / STRAP W) (1) Iod/END • EA. HEEL/END VERTICAL / SPLICE (CONT, 2x4 MAYBE OF TRUSS, OMITTED IF (U i•15TAI8 15 USED FROM BLOCK -TO BLOCK ACROSS EA. TRUSS) 1116" APA, OR TECO RATED THiNG W/ 6'/8'o c 8d NAILS / / / w SNEA L9 - BLOCK ALL PANEL EDGES. x / // TRUSS -TO -Ie CGNJECTOR ` DOUBLE TOP R OF WALL SEE TRUSS SCHEDULE FOR TYPE (DTL A 1 B / STU STUDS / SHEAR WALL FRAMING PER PLAN BACIW,_J�F T���N HE9L6 M COVER 16" TALL) AT SHEAR WALL$ ST1 112" ■ 11-0e ROCr SHEATHING SUPPORTED EDGE NAILING PER PLAN NO. 2 SYP 2x CONT. TO TRUSS 4 h 1/44 MAXTOP PLATE UJ/ .130(3' - MATCH BOTTOM CHORD CI= TRUSS (lM TO A ixG) EDGE NAILING SPACING OF SNEARWALL SWEAT141NG (EITHER 6'o/r- OR 3"o/c). SHEATH TRUSS CLOSEST TO INTERIOR WALL W/ 1116" A.P.A. OR-"_;` TECO RATED SHEATHING W/ 8d a 6" OR 3" OAC. AT ALL EDGES AND 12" O.C. IN THE FIELD • BLOCK ALL EDGES (MATCH NAIL PATTERN SPECIFIED FOR SHTN'G • SW BELOW) 'SHEATHING • TRUSS MAY E5E OMITTED ONLY IF SHEAR WALL 15 SW OR SW DESIGNATION &Q 29 CONNECTOR 13TUN SHEARWALL t TRUSS Z 2x SHEARWALL LENGTH. SHEARWALL (SNHEATHING 4 CONNECTORS PER PLANK EDGE OF 2x NEED NOT BE FLUSH W/ EDGE OF TOP IE. NOTEt THIS INTERIOR SHEAR WALL DETAIL IS INTENDED FOR USE IN AREAS WHERE THE C SWEAR WALL RUNS PARALLEL TO THE TRUSSES. THIS IS AN ALTERNATIVE TO STI CONTi LING SWEAR WALL FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK ALTERNATE INTERIOR SNEARWALL FRAMING WOOD -TIE ROD FROM ABOVE, -y SECURED TO BEAM -VIA WTTIb WI (18)i6d NAiLS, MiN, BEAM SECURED VIA WOOD -TIE ROD 4 N WOOD -TIE ROD THROUGH / (1) WTTI& W/ (181164 (MAY BE ROTATED 16"MSTA24 UJ/ (W IOd/eNO,4; ON STUD (2)1x4 02 SYP _AP_P_ROVED TRU55-T0•IQ CONNECTORS OSE1O•ANG9 MUT LOO OF AT AND UP I 1O ASSEMBLY (TYP 4 HEADER, 4 • SILL) BLOCKING (TYP) UPLIFT (LBS) CCNNECTICtN - -- - - UPLIFTS > 1116" APA. OR TECO RATED STUD WALL SPECT _ ATIONS USE 2x4 SYP OUT LOOKER AT 16•o/e CLIP TO ©-465 ' V N5 W/ �4) 134/END ---- - �' -'- 10P.0 SEE CBL. TCP PL. WITH (?F15 W/ 18184 OVERHANGS SHEATHING ON ROOF DECK --- ---- -- ------ -- -- _ STRUCTURA.L R HT. (FT) STUD SCHEDULE 16" OR LEGS USE 2x4 STP OUTLOOKER AT 74" WITH 8d NAILS AT 4' D.C.AT ¢'145 1) H8 W/ 15) tpd x t-I/?^/END :_� FLAN 0.9'-1 Lie" _1x442 $��p _• b" _p/D BLOCK SWEATWN G EDGES o/a WITH (IJN5 W/ (S)Bd- __.. - - uttun� s of GABLE TIaJ5S i HEADER PER STRUCTURAL PLAN '• ALL TRAINING MATE-@IQL TQ�E ALL SUPPORTED PANEL 465_930 ?) N5 W/ idJ ed/END/EA,_-- - _ 0-10_-i I/8"� 1x4 •2 5FF 9 9 • 12' O/C- EDGE5 AND 8" O.C. IN FIELD. 145-1000 ?) H8 W/ (5) Imcl x 1-I%T"/END/EA^ ___-'-�-"- -FASTEN SHEATHINb TO FRAMING AT 3" o/c j "2 SYP EXCEPT AS NOT p_•2 SL'F - - _ 0-11'-1 I/8" 2x4 02 SiP STUDS • 12" O/C ON EDGES, b" o/c M FIELD W/ Bd, r1AAY BE_�1, p IL_0 - 7 l7p CNj Y (6) I-1/4" GALV, ROOFING 0-10'001 �U NIb(H;63-W/ /IBJ) 10d_x I•I{2" TO TOP P4 -T-_ Txb •T SPF STUDS • Ib' O/C IST SIDES OF FjaAMING_IS NAILS •EACH SHINGLE TO- 0-1x00 _- (u MTS(? W/ (1) Imd x 1-1%2"/END T3.1I`�l lib" - 2x6'2-�$�t3-pS�i 16" O/C SWEATING S-EATNED. PURLIN BOTTOM CHORD OF ALL RATED SHEATHING TO ''tt II TRUSS -TO -12 CONNECTOR SEE -� \ 1 TRJ55ES WITH Ix4 SYP MATCH ROOF SHEATHING SWB �\ ® TRUSS SCHEDULE FOR -__ PfE•EIIGINEERED fdOC>F PERPINOICULAR TO TRUSSES - NAIL THROUGH APA. RATED SHEATWING CONNECTOR TRJ55 OR RAFTER 24" O/C w/ (3) 104 NAILS AT INTO NO. ?SYP FRAMING W/ 8d AT 3` 2x •2 SYP DBL -TOP PL- (SLOP120) OL. AT ALL EDGES AND INTO EACH PLY yy EACH TRUSS - UN.O. OF EACH DOUBLE INTERICR PLATE. 12" - 5rx` STUDS ALL EXTEQ!OR WALL SHEATHING W h O.C. ELSEIWERE. 514ALL BE 1/I(,• APA. RATED7SF444/6/8QB 1/Ib' APA. RATED SWEATNING WITH W (?) ?x4 '? SYP TCP 11' FAS N W/ 5+- L T 8d NAILS AT b' • 31"O/C O/C �� 8d NAIL9 • b' o/c ALCN'G ALL hANEL FOR OTHER UPLIFT HARDWARE 5 EATF ING WITH U10pD TIe RCD9 • 4' EDGES AND 8' olc M FIELD, BLOCK AND CO1vTNECTiONS, SEE TYPICAL (2) ROWS Imd • 12' O.C. (UNA.) MIN. O.C,AT AL:_ PANEL EDGES AND w/ 3x3x1/B' WASHERS. In. GTP ALL EDGES (CONTNJE STUDS 4 SHEATHING 24" LAP W/ (12)Od IN LAP. 5PW4/b/8 WALL SECTION AND TYPICAL E' O.G. N ='E A (TT 60OUI- . FOUND TO UNDERSIDE OF OUTLCOKER9) HEADER FRAMING DETAIL. • 3?' O/C Qf? t1'OOp•le ROCS • 6' SugpTFllr;G PANELS 51HOULD BE TRU55ES/RAFTERS--/ SHEATHING TO BE ORIENTED PERPINDICULAR O/C 11/ 3x3xl/8' WASHERS._ _-ORIENTED FERPINDICULAR TO 4-1/2" EMBEDMENT WEDGE TO FRAMING i•'tEMBERS, UNA.. (2)1x4 12 SYP AT DOUBLE INTERIOR ANCHORS OR EPO I CEILING WEIGHT VARIES SILL (TYP) SILL5/PLATES/BLOCKING, NAIL PURLIN BOTTOM CHORD OF FIRST PLATE TO SECOND PLATE Wi ALL TRUSSES WITH Ix4 SYP (2) ROWS t2d COMMONS AT 8. O.C. FERPINDICULAR TO. 72gim TTL155ES • 24. O/C r/ (3) SIDE PANEL WEIGHT TO 1@d NAILS AT EACH TRUSS - MSTA74 W/ (8) 104 WiOTH REQUIREMENTS UNO. NAILS/ENO • EA. GIDE OF ANCN BOLT(S) EA. STUD ABOVE ORS T PINS HEADER 4 JACKS TO PER C I TAiL, ESTI HEADER )L • TYPICAL WALL f] PEAK- TO tI: 7x4 STUDS h (ft) MIN, w 1' 2'.r. 6' I'-8111• 5' 1'-5• 4' I'-21/2". RAFTER -TO -1e CONNFr_tnRS, LENGTH CONNECTOR _- 0-11 U HSN8Ni6, O$ MT511 T-14' - (2) H5'5 Og N8'S Q$ (U WI6 QS MTSt2 > 14' 5 PLAN. ---- JACKS 1' AND SNORTER MAY USE (4) I0d IN LiEU OF . CCNNECilON9� le - TO -STUD. _ TRUSS-TO-112CECTION ONN TO 14'. ?.E SF -T-120 •2 • \ b x b - Wl.4 x W14 WWF 4 � • TO•STUD, TO Ib': 2xb 61p•2 FINISH �ll 1 f `� OR 6 W1` x 1 'ALL CONCRETE MINK -Mi STUD-TO•SHOE, A_ zzj:222n�! Z� 7711777777 Q, GRADE 9 F • • 2500 P51 COMPRESSIVE SWCE-TO-FOUNDATION R 16': ?x8 5Y1"I WATERPROOF BARRIER STREWS TW • 28 DAYS. - L_ - FOOTING TO BEAR ON UNDISTURBED 501L `- WTT22 W/ 5/8"0 ALL NOTE., MASONRY STEMWALL MAY I''E USED IN I EJ Or' MONOLITNIC FOOTING. INSTALL ANCHOR BOLT,IF USED, WITHIN 8. OF D FOOTING (SEE TYPICAL WALL SECTION) THREAD (5 I/2• BEARING WALL ENDS AND WITHIN 8" OF ,-,CC d OPENINGS iN BEARING WALLS. SEE TYPICAL CONCRETE SECTIONS FOR EMBEDMENT) (TYP) A REINFORCING AND DIMENSIONING OF GABLE END BALLOON FRAMING DETAIL STI swB - SPECIAL SNEARWALL DETAIL ! 1 TYPICAL WALL SECTION 1127 10.0" 11206 V -01' 2x4 12 SYP OMOOKER, 1OVERHANG9 5 I6'. a 24'0/0 W/ (1) H5 • EACH 5WEATNING ON ROOF DECK FRAM!NtG EMBERS IF EXTERIOR PN15N 15 5'JGCO, UN.O. PT BOTTOM OUTLOOKER TO TOP CHORD OF GABLE TRUSS x ED ALL THREADS • 32"ole W/ 2x2x1/8" WASHERS OR WOOD -Tie RODS + . NAILING R ?x4_•2 SPF STUDS I6" O/G SPACING 4"o/c. UJOOD-Tle RODS e 0-Im_.1 I/8:'i a 32" OIG QB S 50r- USED IN LIEU OF ANY SPECIFIED INTERIOR 5NEARWALLS ADD �I WCLO-DOWN. UNC_-^n-Tj T.e RODS + b' O/C. AT 3"I6' O.C. W/ 8d NA NAILS. . EITHER 24'o/c SNOT PINS QR Ibd -STORY SW 1/2"ex1' E'•'1-3ED AB. w/1"x2"x118' Wd 8 WALLS N 15' LONG= NONE Iirblb CASE HARD NAILS • 18"o/c. . (4).131W E O$ END AT ,2• nIc OR 112"e WOOD-Tle RODS • �Y NAILS • EACH (2) SPN4/6/8 W/ I/?"d x 6' C/C W/ EITHER SNOT PINS + 24" O/C OR Ibd CASE WARDS.* 18' O/C. SHEATHING TO MATCH TRUSS - U.N.O. 4-1/1" EMBED EPDXIED •2 SYP PT BOTTOM R JACKS 1' AND SNORTER MAY USE (4) I0d IN LiEU OF . CCNNECilON9� le - TO -STUD. _ TRUSS-TO-112CECTION ONN TO 14'. ?.E SF -T-120 •2 • \ b x b - Wl.4 x W14 WWF 4 � • TO•STUD, TO Ib': 2xb 61p•2 FINISH �ll 1 f `� OR 6 W1` x 1 'ALL CONCRETE MINK -Mi STUD-TO•SHOE, A_ zzj:222n�! Z� 7711777777 Q, GRADE 9 F • • 2500 P51 COMPRESSIVE SWCE-TO-FOUNDATION R 16': ?x8 5Y1"I WATERPROOF BARRIER STREWS TW • 28 DAYS. - L_ - FOOTING TO BEAR ON UNDISTURBED 501L `- WTT22 W/ 5/8"0 ALL NOTE., MASONRY STEMWALL MAY I''E USED IN I EJ Or' MONOLITNIC FOOTING. INSTALL ANCHOR BOLT,IF USED, WITHIN 8. OF D FOOTING (SEE TYPICAL WALL SECTION) THREAD (5 I/2• BEARING WALL ENDS AND WITHIN 8" OF ,-,CC d OPENINGS iN BEARING WALLS. SEE TYPICAL CONCRETE SECTIONS FOR EMBEDMENT) (TYP) A REINFORCING AND DIMENSIONING OF GABLE END BALLOON FRAMING DETAIL STI swB - SPECIAL SNEARWALL DETAIL ! 1 TYPICAL WALL SECTION 1127 10.0" 11206 V -01' 2x4 12 SYP OMOOKER, 1OVERHANG9 5 I6'. a 24'0/0 W/ (1) H5 • EACH 5WEATNING ON ROOF DECK 8d COMMON OUTLOOKER TO TOP CHORD OF GABLE TRUSS I NAILING •OVERHANGS Ib• 2 24• a 16"o/c Ul/ (2) H5 •EAG ?x4_•2 SPF STUDS I6" O/G SPACING BLOCK SHEATHING EDGESOUTLOOKER TO TOP CHORD OF GABLE TRU58 0-Im_.1 I/8:'i _e _ 2x4 •2 S STUDS • 17" O'C_ USED IN LIEU OF ANY SPECIFIED WITHIN 4' CF GABLE TRUSS �E FASTEN SHEATHING FRAMING �I WCLO-DOWN. - AT 3"I6' O.C. W/ 8d NA NAILS. . I-STORi -STORY SW 6 8 WALLS N 15' LONG= NONE Iirblb 550 Roosevelt Blvd (4).131W E O$ END APA; OR TECO RATED STRAP �Y NAILS • EACH (2) SPN4/6/8 W/ I/?"d x w SHEATHING TO MATCH TRUSS - U.N.O. 4-1/1" EMBED EPDXIED OUTLOOK TO TOP IE. SPN4/(*/8 • 31"o/c Qg ALL THREAD t 3x3xV8' ROOF SHEATWING I W 'Cd IN LAP. WOOD-Tle RODS W/ WASHER WITHIN 3. OF o I - GABLE TOP C14CRD STUOS/SP44/6/8. DRAWN RW SW 3 8 (IA4TT22 W/ 518"0 x 5-1/2" 2x L -BRACE CN GABLE VERTICALS AS F - STRAPS SPECIFIED BY TRUSS MA,IUF. (MIN. 2x4 *2 ( I!I (2)SPI-141618 W/ 1/2.0 x 4-114' 2)CS16 50 3 SPF W/ b"o/c .131x3" NAILS 0 MAX 24'o/a).. .. EMBED EPDXIED ALL STRAPS THREAD 1U/ 3x3x1/8" GABLE TRU55 WASHER 2x4 LNG T MI T % CLIP END CF LATERAL BRACE TO GABLE -B BOTTCM CHORD WITH (2) H5 CLIPS. A R i�1Nt OF GAB E )(• B ES iNW IN. 8' 4 AT W EA GABLE BOTTOM CHORD TO TOP R UJ/ MSTAiB. OJACENT TRUS W/ (3) ,1310' N STRAP W/ (1) lmd/END • 48"o/c CR 431x3" TOE A • NAILS TO TOP R • 3"o/e-,STAGGERED AS READ. < 4/12 PIT • 8'o/c 4/12 < 1112 ICH • b o/c 1/ib" APA. OR TECO RATED SHEATHING LU/ "'NAILS > im rITC 4'o/c' • 6" OC. ALONG ALL PANEL EDGES AND 8" O.C. IN FIELD. BLOCK ALL EDGES (CONTINUE SWEATWi -s TO MIDPOINT OF GABLE BOTTOM CHORD) . /2X4 IF FIRST CUTLOC�KER I5 MORE 7 SYP LATERAL BRACE AT 48'o/a THAN 32", FROM FASCIA, USE (3).131W NA11_5 THROUGH BRACE INTO (2)2x4'5 • FiRST OUTL R ONL EACH TRJ55 BOTTOM CHORD. EXTEND BRACE TO FOURTH INTERIOR TRUSS. MSTA18 STRAP • 48'olc 08.131W _ TOE NAILS •50 • 50 SPEAR WALLS REQUIRE MN. 48" OVERLAPS W/ MIN, (24) ,131x3" NAILS w TOP PLATE 5PLICES OR (2) MSTA24's W) (9) 10d/ENO, CENTERED ON EACH SPLICE. NAIL THROUGH A.P.A. OR TECO RATED SHEATHING INTO NO. 2 SPF FRAMING PER SHEAR WALL TABLE. SWEAR WALL 5WEATNING ON ROOF DECK 8d COMMON NQ7,Q pOQ4 • IDR IN ADDITION I NAILING TO TNP. WALL SECTION (A1571 t ?x4_•2 SPF STUDS I6" O/G SPACING B/STI). J)OOD-TIE ROD MAY BE 0-Im_.1 I/8:'i _e _ 2x4 •2 S STUDS • 17" O'C_ USED IN LIEU OF ANY SPECIFIED EDGES AND B" O.G. IN FIELD. 1/8" WCLO-DOWN. - EDGE FIELD I-STORi -STORY SW 6 8 WALLS N 15' LONG= NONE Iirblb 550 Roosevelt Blvd Jacksonville, Florida I REQDt WALLS < 15' LONG: STRAP �Y NAILS AT EACH (2) SPN4/6/8 W/ I/?"d x w Ci • ; SYP TOP 1E. FASTEN W/ (2) TRUSS - U.N.O. 4-1/1" EMBED EPDXIED 'Oct 12"o/a (UND.) MIN. 24" LAP SPN4/(*/8 • 31"o/c Qg ALL THREAD t 3x3xV8' 7RU55-TO-e CONNECTOR SEE I W 'Cd IN LAP. WOOD-Tle RODS W/ WASHER WITHIN 3. OF TRUSS SCHEDULE FOR CONNECTOR. I - 3"Wxf/8" WASHER • 4"o/c \ STUOS/SP44/6/8. DRAWN RW SW 3 8 (IA4TT22 W/ 518"0 x 5-1/2" 3)CSIb F - STRAPS THREAD. ( I!I (2)SPI-141618 W/ 1/2.0 x 4-114' 2)CS16 •50 • 50 SPEAR WALLS REQUIRE MN. 48" OVERLAPS W/ MIN, (24) ,131x3" NAILS w TOP PLATE 5PLICES OR (2) MSTA24's W) (9) 10d/ENO, CENTERED ON EACH SPLICE. NAIL THROUGH A.P.A. OR TECO RATED SHEATHING INTO NO. 2 SPF FRAMING PER SHEAR WALL TABLE. SWEAR WALL 5WEATNING ON ROOF DECK 8d COMMON NQ7,Q pOQ4 • IDR IN ADDITION • NAILING TO TNP. WALL SECTION (A1571 t ?x4_•2 SPF STUDS I6" O/G SPACING B/STI). J)OOD-TIE ROD MAY BE 0-Im_.1 I/8:'i _e _ 2x4 •2 S STUDS • 17" O'C_ USED IN LIEU OF ANY SPECIFIED EDGES AND B" O.G. IN FIELD. 1/8" WCLO-DOWN. - EDGE FIELD I-STORi -STORY SW 6 8 WALLS N 15' LONG= NONE Iirblb 550 Roosevelt Blvd Jacksonville, Florida O/C u/ (3) ICd REQDt WALLS < 15' LONG: STRAP �Y NAILS AT EACH (2) SPN4/6/8 W/ I/?"d x w Ci • ; SYP TOP 1E. FASTEN W/ (2) TRUSS - U.N.O. 4-1/1" EMBED EPDXIED 'Oct 12"o/a (UND.) MIN. 24" LAP SPN4/(*/8 • 31"o/c Qg ALL THREAD t 3x3xV8' 7RU55-TO-e CONNECTOR SEE W 'Cd IN LAP. WOOD-Tle RODS W/ WASHER WITHIN 3. OF TRUSS SCHEDULE FOR CONNECTOR. \ \\\ 3"Wxf/8" WASHER • 4"o/c \ STUOS/SP44/6/8. DRAWN RW SW 3 8 (IA4TT22 W/ 518"0 x 5-1/2" 3)CSIb EMBED EPDXIED ALL STRAPS THREAD. (2)SPI-141618 W/ 1/2.0 x 4-114' 2)CS16 50 3 8 EMBED EPDXIED ALL STRAPS THREAD 1U/ 3x3x1/8" WASHER NOTESi 1) 5/16' WARDI-PANE(_ 15 PERMITTED AS SUBSTITUTION FOR RATED SWEATWING ON EXTERIOR _STUD WALL SPECIFICATIONS 5WEATNING ON ROOF DECK fE WT, (FT) STUD BC-WEDULE A5 TITLED BELOW. WITH 8d NAILS AT 4" OZ. AT _m•9'-1 I/B` ?x4_•2 SPF STUDS I6" O/G 1 -14 ALL SUPPORTED PANELTRUSSES 0-Im_.1 I/8:'i _e _ 2x4 •2 S STUDS • 17" O'C_ 14' EDGES AND B" O.G. IN FIELD. 1/8" ?x4 02 57P STUDS + I?" O/C - (6) I-1/4" GALV. ROOFING j� TRUSS OR RAFTER` 2x6 •2 SPF STUDS • Ib" 0/C _ NAILS • EACH SHINGLE TO �-12`=1l/�" --jx(a •�' €PF -$11'703 ii 16' 0iC• OfJacksonville SHEAT 550 Roosevelt Blvd RAFTER 5WEATNING ON ROOF DECK r -" '" PURLIN BOTTOM A5 TITLED BELOW. WITH 8d NAILS AT 4" OZ. AT �0-1' CHORD OF ALL 1 -14 ALL SUPPORTED PANELTRUSSES r> WITH 1x4 14' EDGES AND B" O.G. IN FIELD. PIKE -ENGINEERED ROOF{/ SYP - (6) I-1/4" GALV. ROOFING j� TRUSS OR RAFTER` PERPINDICULAR _ NAILS • EACH SHINGLE TO Bullders'-. TO TRUSSES • 24• OfJacksonville SHEAT 550 Roosevelt Blvd Jacksonville, Florida O/C u/ (3) ICd Tel '304.112-6100 l=ax 904311-2635 �Y NAILS AT EACH q w Ci • ; SYP TOP 1E. FASTEN W/ (2) TRUSS - U.N.O. 'Oct 12"o/a (UND.) MIN. 24" LAP SPN4/(*/8 • 31"o/c Qg 7RU55-TO-e CONNECTOR SEE W 'Cd IN LAP. WOOD-Tle RODS W/ TRUSS SCHEDULE FOR CONNECTOR. \ \\\ 3"Wxf/8" WASHER • 4"o/c \ RAFTER -TO -P CONNECTOR LENGTH CONNECTOR A5 TITLED BELOW. U N5N81H16, Q$ MTG17 �0-1' - 1 -14 -- r> (U 1416 Og MT517 14' 5EE PLAN e!1N4/6/B x I, c•: 5PF STUDS CR WOOD-Yk "ASHER J 'STRAPPING, e CONNECTORS, CLiPS, AM's AND/Qg U100D-Tie WALLS ONLY IF NOTED ON THE STRJCTURAL FLAN. JACKS 1' AND SHORTER MAYRODS ARE NQT RECI'D USE (4) 1Cd IN LIEU OF - A-P.A. C2 TFCC: 2ATED is INTERIOR BEARING 21 OPENINGS IN SNEAK WALL SEGMENTS PERMITTED ONLY ITRUSS-TO-fe CONNECTION SWEATHING C.70`2 SPF STUDS WALLS SUPPORTING IF SHOWN ON THE FRAMING PLAN. REFER TO DETAIL QMa FLOOR LOADS, D/STI• STUD WALL 0TH BRICK VENEER OPTION, SECURE BRICK VENEER ALL EXTERIOR WALL SHEATHING 3) NTT21 SPECIFIED FOR SWI MAY BE 51JB571TUTEC WITH TO WOOD FRAME W GALV. TIES • •2 SYF BO -'C- I P W/ (2) ROWS OF Imd SHALL BE 1/Ib" APA RATED GABLE END BRACING DETAIL `, SHEAR WALL• ASSEMBLY DETAIL uPAHD2? W/(23IIbd 16 o/c NORIZONTAVER ICAL NAILS n c STAGGERED. SFNEATNiNG WITH 8d NAILS AT 6" • O.G. AT ALL PANEL EDGES AND STI 1/2" r P-0" B' O.G. IN FIELD (TYP-UNA.), I�2" ■ I• -0e STI - 3/4" Telt ' '_ ?OD - SHEATHING PANELS SHOULD BE NAIL SWEATNING TO BOTTOM fE / 6"/b"oic 'Cc '.AILS 4 GLUE ORIENTED PERPINOICULAR TO AND BAND BOARD SHEAR WALL EDGE NAILING. PER READ ! W/ L1CU'D ti -•'L. FINISH 15 STUCCO, UN,O. OR EQUAL. FRAMING MEMBERS IF EXTERIOR HEADER (SIZE PER CALLOUT ON STRAP ACROSS JOINTS IN z4PN4/6/8 PLATE STRUCTURAL II NOT REQ'D BAND BOARD W/ (14.151)224 / USE 48" STRAPS I.L.O. W/ (9) 104 NAILS / END SPECIFIED 40" STRAPS CENTERLINEOF BEAM W/ PLAN) OR TRUSS II IF AI•A/TECO RATED 3x3x1/G" WASHER 4 NUT. % ' �/ 180' TO CONCEAL FLANGE) f1) 5PH4/6/8 LAYOUT iF 9Y8 42. �R " 5HI'_ATWING 19 NAILED .HEADER PER IF LOCI DEPTH B I6" ST1 �� • / INTO TOP fE SEMBLY 4 'i (NOT REQ'D a+HEN USING � / NAIL SWEATW�NG TO TOP If? / CORNER OF N N STRUCTURAL_ PER REO D SHEAR WALL - lUROW OF r (4)204 •KING GApAGE PLAN - _ WOOD -TIE RODS) _SPN4/b/8 a 32"o/c N II �/c ea NAIj•, N __ STUD -TO -HEADER, EDGE NAILING ~ i • TOP IE TO NOR EACH END AND N THE EVENT THE CONCRETE (2) MSTA24 W/ II N CORNER OF / I EACH PLY. ATTACH 2ND FLOOR STUDS TO �_- FLCOQ TRUS5 OR 1 -JOISTS - CONTRACTOR C. ZITS THE (SAOd/END/STRAP • EA GARAGE TRUSS-TO•i? AND IST FLOOR STUDS OR FLOOR - UPPER FLOOR STUDS TO LOWER OPAWD22 EMBEDDED • END OF HEADER UUV.O. II N M -TO -STUD CONNECTOR N BEAM W/ 40" LENGTW (48' IF FLOOR STUDS OR LOWER FLOOR STRAPS, IT IS ACCEPTABLE " SCHEDULE FOR SPACING APA. OR TECO RATED FLOOR DEPTH i!' 16") or C516- \ BEAM WTµ 40• LENGTH OF G516 TO SUBSTITUTE (U MST4g II N CONNECTOR (SWEET STV) SHEATHING W/ (1) ROW o= (?; • 2 SYP TCP R. t000D BEAM N STRAPS • 37" O/C W/ (II) Im • FAS'EJ W/ (?) ROWS 104 STRAPPING w/111A0d/EN0. SERIES FLAT STRAP PER WALL SHEATHING SHALL DE 1116' •9H1?ATNING NEED_Qf`iLY __ 8d NAILS 3" O.G. AT TCP d/END (CENTERED ON FLOOR IJ'c/ : ,:U MIN, (1?) Imd IN CENTERED ON FLOOR SYSTEM 9S •T I AMCONNECTION AT AT I VE S HPAHD22. FACE MOUNT THE APA. RATED SHEATHING WITH ed-/� II N COVER LOLLE13 1i' OF TOP IQ N (INTO e'S) AND BOTTC`1 SYSTEM) T R USE N FLOOR F STUDS LAa (uNOJ MIN. ?4' LAP QR TEREWOCO O RODS • 4'O/a. STRAP TO THE FOUNDATION NAILS AT 3" OIC AT ALL PANEL ASSEMBLY IFS (INTO HEADER). NO SPW'S RODS + 6' O/C (4' O/C - 1�n ■ 1.-�" WTW EITHER (4)1/2'0 EDGES AND 8' O.C- IN FIELD II. II A_ ARE PRQp��,Y ALL JACKS TO HEADER, JACK AND KING STUDS, REQUIRED. M9TAI8 W/WCd IN QUANTITY PER CALLOUT 1 INTERIOR WALLS). CONTINUE „ BPF STUDS EPDXIED ALL THREADS W/ (TYP-UNAJ: SHEATHING PANELS NAILED TQGFJ.L4E$ A.P.A. CR rEc. RnTED HEADER (6J0d IN JACK ON STRUCTURAL PLAN. GUANTITY/51ZE/GRACE/SPECIES • 4 I/4' MM. EMBEDMENT CR SHOULD 8E ORIENTED iI N EAT HEADER � _FASTEN ADJACENT OF STUD COLUMN SPECIFICATION SNEATtiING C✓Er2 SPF STUDS (3) ROWS OF l9d NAIL$ • 1167 3/16'fbx 1 3/4' TAFCON PERPiNDICULAR TO FRAMING ARE ATTACH TS1��►iR KINGS AND JACKS W/ (2) ON STRUCTURAL SHEET (51 OR (1) ROW OF 10d NAILS • . a" Or_ STAGGERED AS ANCWCRS. FASTEN STRAP TO MEMBERS. U.N.O. �/ II N - ROLL'S OF Imd + 8"O G. S?) THROUGH FLOOR SYSTEM TO "? SYP PT PC(TG^•1 B w/ 5PN4/b/8 • V2"0 x 4-I/2" EMBEDMENT WEDGE 32"o/c 04 WCCD•'le RODS + 6'o/c. ANCHORS Qi3 EPDXIED ALL J�Ilo FOUNDATION AND ADD (U G516 �k THREADS • 32'o/a W/ 2x2x1/8" • "F 4` O>✓. STAGGERED. I ''' � SHOW EA PLY. STUDS W/ (7©rbd. JACKS PER PLAN � II N PER PLT ACROSS FLOOR (1) ROUT OF Iod NAILS a 6. O.C.. • 1/4" OFF i OF 2x6. " WASHERS OR WOOD -Tie ROOS • • • MIN. 3 KING STUDS EAGN II N FASTEN ADJACENT KINGS -- WOOD -TIF- ROD ADJACENT SYSTEM COR tL'OOD•Tie RODS STAGGERED, WITHIN 3/4. OF SIDE OF OPENING WHEN AND JACKS W/ (2) ROWS N TO KING STUDS EACH SIDE V 1/7"0x1" Eri 4"o/c. WOOD•Tie RODS • 15/8, • • CONT. TO FOUNDATION) BE: AB. w/2'x2"x1(8" INTERIOR SNEARWALL5 ADD . CENTER -INE OF ?x4 • PrAWO22 IU/ (23"&d TO USING 2xb FRAMING, 5 KING �� OF 10d • 8'O.C. N OF OPENING > b'-0' WASHER AT 32 .c OR 1/2'011000•Tie o 21/2. • • SND A55MElal_Y (2) STUDS EALH SIDE WREN x �- RODS c E'Cic a SHOT PINS + 24-0/c EITHER 24'o/c SNOT PINS QS Ibd • . PER 510E OF OPENING USING 2x4 FRAMING UNA' II N WOOD -Tis RDD N OPENINGS GREATER THAN OR Ibd CASE •+ARDS + 18"o/a, CASE HARD NAILS + 18"0/c. 1/1" ANCHOR BOLT AS (2• MAX. FROM 6' USE 1/2'0 OR 3/8"0 h �-PER TYP. WALL SECTION. II JI JACK/STUDS) ALL JACKS TO BOTTOM N ANCHORS AT 48" O.C. OR _ • 1 I/J" v • V4"0 TAPCONS AT 32" O.C. " STI • • -NpAN ? N T B� SNP4/b/8 PER JACK � � ... e_.._ ..._n--,-;• FINISW • P1.,Q_-6fa,I2 ENED�EDGE"W/(Ir4lGfC• II N FINISH / e •' " .4 . Wil ATI CONT. UNDER DOOR �� 1 n \ OR FIBERMESW 1.4 WUF -1 lE nn "A F *_Tia 2 jS II GRADE' ?' 1 9/8• FMISN,�--� (SEE DETAIL b/5T2I � p GRADE � ,' L , '•• - WAtERPROCF 11 •ALL CCNCRETE MINIMUM 1 �" Nf OFF � Q �f 2500 F'S1 COMPRESSIVE 6 �7 OR �7YP L X� GRADE 7I�I I _ IT TING (5EE p BARRIER BUILT-UP COLUMN =ITL- I -' - - _ TTP FOUNDATION -FOOTING TO BEAR ON UNDISTURBED SOIL STRENGTH • 28 DAYS.- 02 AYS- "2 SPF OR SYP 2x•4 PLATE HGTS. UP TO Ib' -11/8" 02 SPF OR SYp2x8 -T _ _ _ _ _I 1� DETAILS) NOTE MASONRY STEMWA-_ MAY BE USED N LIEU N TO LEAK O FOOTING. INSTALL ANCHOR BOLTS BUILT-UP COLUMN - _ - • SEE STRUCTURAL FRAMING PLAN FOR NUMBER OF F'LIE9. BUILT-UP COLUMN -=1 ( J I (IF USED) WITHIN 8' C= BEARINS UTALL ENDS AND WITHIN 8" OF DOOR OPENINGS IN BEARING PLATE HGTS, UP TO 14 -I 1/i7 PLATE HGTS. UP TO 20'-1" WALLS. SEE TYPICAL CONCRETE SECTICNS FOR REINFORCING AND DIMENSIONING OF FCOTINGS. - FASTEN 11LoLL 5141:ATHING•TO-F'05r tw MIN ea'• + TRADITIONAL METAL CONNECTORS WOOD•Tie ANCNORINCx R I2 O/C OR GYPSUM -TO -POST NIU MIN 5d's + 4 O/G H QDS TRADITIONAL METAL CONNECTORS 1000D•Tle ANCHORING RODS � • B *TYPICAL CMULTI -STORY TYPICAL WALL SECTION OrMECTIONS •STUD UMNS. JACKS -KING• 5TU12 MULTIPLE PLY POST CONNECT IONS STlC TYPICAL GARAGE DOOR OPENING DETAIL-..- gT1 - TYPICAL OPENING FRAMING DETAIL U -UN-0-ST1 112" ■ I'-0° • ASSEMB IES. CORNERPOST, ETC • • (•"0" ir1 ° i'-0~ I n- t . 16.0" s THIS DOCUMENT 15 AN INSTRUMENT OF ENGINEER'S SERVICE FOR OTHERS FOR CON- STRUCTION OF PROJECT A5 TITLED BELOW. INFORMATION DERIVED FROM THIS INSTRUMENT CAN NOT BE USED FOR OTHER WORK5 UNLESS AUTHORIZED BY THE ENGINEER WITI-JOUT INFRINGEMENT OF LEGAL RIGI--ITS. EV DESCRIPTION 1 BAM 3.4.02 2 - 3 - 4 _ Bullders'-. FI rstSou rce OfJacksonville DesignCenter,lnc. 550 Roosevelt Blvd Jacksonville, Florida 32244 Tel '304.112-6100 l=ax 904311-2635 �Y q w W 1_I__ v i DRAWN RW CHECKED LAP SCALE NOTED DATE 316102 JOB NO. STANDARD TRUSS DETAILS PLAN 5TfR1JC I SHEET STRUCTURAL G=ENERAL NOTES - CODE 2001 FLORIDA BUILDING CODE (FBG) ASCE 1-98 1991 NDS GENERAL- A.Design is void after two years from original date of Issue, unless updated to acceptable codes and practices at that time. MOO not scale. Use dimensions from the architectural plan. Notify engineer Immediately if discrepancies are found between plans. C_AII details shall be in accordance with instructions from manufacturer or designer. CL All temporary shoring shall be the responsibility of the contractor. F DATIoI� A. This design has been completed in accordance with pertinent standards, recommended design Boll parameters, and accepted engineering design procedures, and. Is based on the best information available at the time or completion. The design Is Intended to minimize differential movement resulting from the heaving of expansive 6011 or settling or subsurface lolls. It must be recognized that foundation components will undergo movement. Any subsequent owners shall be appraised or the soil condition and advised to maintain good practices in the future with regard to surface and subeurrace dralnage, framing of partitions above floor slabs, and finish work above the floor slabs, etc. IL Design has been based on a non -expansive sols with an allowable boil bearing capacity of 200D per. Active EFP* 30 pcf (level back6lope). C. Backfill adjacent to foundation wa116 shall not be placed until the walls have surflclent strength and have'been anchored to the floor 6y6tem above or adequately braced to prevent damage to the wall. 0. Rarer to the Geotechnical Engineer's report for all soil requirements for this site. L 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, steps and top of.wall elevations and connections are critical to foundation performance. These Items are shown on the plans but may change during the actual construction. As a result, this design can not address proper foundation configuration unless stated specifically on the drawings. CONCRETE: A, Detall reinforcement In accordance with ACI 315-80 (Revised 1988), Detailing Manual. Minimum concrete .cover for reinforcement shall be as follows: 1) Concrete cast against earth 3" 2) Formed concrete exposed to earth or weather 1-1/2" 3) Interior slabs, walls 3/4" IL Minimum compressive design strength or, concrete used for foundations and slabs shall be 25M psi 28 days. G. Rernrorcing steel shell conform to ASTM A615, grade 40. D. Longitudinal reinforcing in walls and fooumS6 shall be continuous at corners and intersections. Matching corner bars shall be used. Minimum lap of reinforcing shall be 40 bar diameters, but not less than 20". E. All concrete operations, including but not limited to mix design, mixing, transporting, placing, reinforcing detailing and placing, curing, and testing shall be done In accordance with the requirements and application or ACI 301-84 (85), "Specifications for Structural Concrete". WO -00s A.Framing lumber shall be as follows or better, 2 x Rarter6/Beam6/Joist6 '2 SYP 1S% M.G. 1-Joi6ts Provided by TrusJolst, or equivalent. Engineered Beams Provided by TruOoist, or equivalent. Plates 02 SYP IS% M.C. Studs 02 SPF IS% M.C. - Typical - Unless Noted Otherwise Stud Grade SPF IS% M.C. (2x4, up to W-1 1/8", one 6tory residence only except partially enclosed structures) dAll nails shall be type "Common" unless noted otherwise. Options to using Common nails are as follows: 12 d • i0d • 0.131"x3" Gun Na l is 8d■0MSN2 1/4" Screw/Glue Shark Gun Nails (provided that the o/e spacing is reduced by 1/3. I.E.: 8d * 6"/12"o/c becomes -0999"x2 1/4" * 4'/8"o/cJ C-U.1hars not otherwise shown on plans, all nailing or screwing shall be as Indicated in the current Florida Building Code, ASCE 1-98. end/or 1991 NDS referenced above. All sheathing must be nailed or screwed 4 adhesives SWALL NOT -be used in place of nailing. CLMetai correctors to be provided by SIMPSON. Alternate connectors w/ equivalent or higher allowable toads may be used in lieu of specified components. ' E -Ail exterior walls to be sheathed with min. 1/16" O.SB..with Sd Is 6" oz. along panel edges, 12" oc. in field (8" with partially enclosed structures), except as noted on Structural plan. F -Engineered componete (trusses, 1 -joist, etc.) shall be installed per. manufacturers specifications 4 directfos. CL -Ail permanent bracing or trusses with continuous lateral braces shall be diagonally braced per Ni5-9i spaced not more than I6 feet oz. and not more than 4' from and or continuous lateral brace. STEEL= A. Detail, fabricate, and erect steel according to AISC "Specification for the Design, Fabrication, and Erection or Structural Steel Buildings", 9th edition. 4 Structural steel shall be, Except as below ASTM A36 Pipe ASTM A53, Typa E or S, Gr. 13 Tube ASTM 4500 C. All bolts shall be 4301.umless noted otherwise. O. All welding shall be by a certified welder, MASONRY: A, Concrete block shall have a minimum compressive strength, f'm or ftwW psL Masonry shall be laid up using type 5 mortar only. Any masonry In contact with earth shall be grouted full. Grout shall have a minimum compressive strength or 3dXm pst. Ila, All concrete masonry operations, shall be done in accordance with the provlslons or the latest applicable recommendations or the AGI Manual or Standard Practice. C -Lap all vertical reinforcing a minimum or 20". CLProvlde horizontal joint reinforcing at 16" oc. vertically. Reinforcing wire shall conform to ASTM A82 and ASTM 4161 TYPE 304. 4" CONC SLAB W/ 6X&XI0/10 WWF OVER b MIL VAPOR BARRIER OVER SLOPE'3/4" X 12" CLEAN, WELL COMPACTED, TREATED FILLEXP. JOINT AT GARAGE DOOR VARIES--. -�----=T-----� . •FLA9NING MUST PASS THROUGH ®RICK VENEER * A LEVEL BELOW F _ 4" CONC SLAB W/ 6X6Xi0110 WWF 6 MIL VAPOR BARRIER OVER EXTEND FLASI-ZING BELOW SHOE PLATE FOVER CLEAN, WELL COMPACTED, TRE TED FILL -!iII_IiII^illi' -_ -fill--IIII —1111 .. __ _ —I I i I—IIII-1 ! �—!ill- I �'2r4 GOVT.. 1 -STORY _ _ 1 =-IIII __ I-- I I I i,;, l I l lWill- (2J5 OR (3)14 CONT.- 2 -STORY '_ !:IIII- '�' III= Ilii � . IIII= -i +b MIL. VAPOR BARRIER illi =1111 IIII--�I��IIII���=1111��1111� • . 1STORY =!III=11 2 S-- • IIII 12N (I P4 CONT_ ^1 shown atop Foundation TURNED'DOWN EDGE 10 BEARING -c STEP DOUJN � �- , 4" CONC SLAB W/ 6X6XI0/10 WWF C' GRADE OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TERMITE 4" CONIC SLAB W/ 6X6X10/10 WWF TREATED FILL OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATE FILL • VARIES------- cv - ,•-_-•- -r- __....-_--__�:.. tabl�Sps STl For =11_ -1 � ' �llll _I_�•1111=I111�11i1= IIII'- =6 MIL VAPOR BARRIER 1111=1III� IIiI=:illi=-Iiill�- - - --�=• — - IIIi _=1II1==IIIMIIII==11II_I11I _ IIi1=1I!l TIII1- i =1111=IIII --1111 !III=-=!III-� !II!' --=1111._._•,.,___ �--hili 8,r =-_ (Ir4_ CONT�:I IIII=IIII===III! =N11= IIIi== STEP DOWN REINFORCEMENT. II NON -LOAD BEARING TURNED DOWN EDGE 4' CONI SLAB W/ 6X&XI01I0 U!F i TYPICAL OVER 6 MIL VAPOR BARRIER OVER • MAX. 2 COURSES CLEAN, WELL, COMPACTED, TERMITE TREATED FILL 2HEADER BLOCK OR " SEE STI FOR VERTICAL FORMED 4 CAST 8 WALL CONNECTION. STEP DOWN. 11J04 CONT. IN SOLID GROUTED VARIES U -BLOCK COURSE r-=IIII TYPICAL SLAB =1111 t �J l�- 1=I i t NJ 1 TYP. SLAB TRUSS DETAILS PE INF- � =• � ' � �ilil� =IIII IIII^Iill�(Ili -�=IIII_ -_III= :=IIII=1!ll-� =IIII —III I i 4111 -IH -1, II= -- -_-i-(2r4 CONT. -1-STORY IIII--IIII=Ilii- =!Iii II = I1 !! YPICAL FOOTING -__ _ _ SEE 1/ST2 - -Illi-- -iii! Ilii FOR SIZE/ :lilt —!Iii -11 = _ (2J'5 OR (374 CONT. FOR IIII=IIII-1 = Ib" = I I-- i I i l 2 -STORY •. .-illi 111-1 I I — 11 I I I I ! 1 REINFORCEMENT — 1 STORY ? $�20" ` TO II=III ^il illl_Ilii— 1111 =IIII INTERIOR BEARING IIII=IIII-1111- 12 DEPTH , STUD + 1 1/4" (FROM g STEMWAL L STEF DOU N ! X111:-__� 4" CONC SLAB W/ 6X&XiO/10 WWF MARBLE SILL OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TERMITE TREATED FILL 5" MAY VARY TILE (SEE FOUNDATION NAND TOOL ALL CONTROL JOINT TOOL I" DEEP WHILE CONCRETE PLAN) 15 WORKABLE HOLD HDR. BLK. TO CUT5IDE , IIII IIII -Ii b" -_• I I_-'- I I I I -F_ MIN. TYP. SLAB 13 SUNKEN SHOWER DETAIL CONTROL JOINT 9 STANDARD FOUNDATION DETAILS STOP LATH AND SEE STI FOR VERTICAL WALL CONNECTION. STUCCO CORNER BEAD I" BELOW 4" CONIC SLAB W/ 6X&XIO/10 WWF FINISHED FLOOR OVER 6 MIL VAPOR BARRIER OVER CLEAN, LL COMPACTED, TREATED FILL SLOPE---------- GRDDE = DIMENSIONS ARE - MIN- D15TANCES iv CLEAN COMPACTED 1 1 —III iI 1 ' t • SAND FILL L-� /O BRiCK W/ BRICK L$I.4SY FOOTMG 512E Wro BRICK 12" UDE V (274 CONT. W/ BRICK 20" WIDE (INCLUDING LEDGE) W/ (3)'4 2 STORY W/O BRICK 16" WIDE W/ (374 OR (275 CONT. W/ BRICK 24" WIDE (INCLUDMG LEDGE( W/ (474 OR (3)5 (D -TYPICAL FOUNDATION DETAIL SEE STI FOR VERTICAL WALL CONNECTIOR 5 1/2" WIDE CONC. SILL TOP AT MAIN STOP LATH ANDSLAB LEVEL. TOP TO GARAGE FLOOR STUCCO CORNER VARIES! MAX 5 1/2" (NEIGNT9 EXCEEDING BEAD 1" BELOW WIDTH REQ ADDITIONAL ANALYSIS) FINISHED FLOOR 4" CONC SLAB W/ 6x6x10/10 WILF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATED FILL SLOPE GRADE CLEAN COMPACTED SAND FILL TYPICAL FOUNDATION IMENSIpNS AR IN. DISTANCES 2 FOUNDATION AT GARAGE RECESS SLAB 3/4" FOR 5GD 4" CONC SLAB W/ 6X&Xi0/10 WOVER 6 MIL VAPOR BARRIER OVER CLEAN, LL COMPACTED, TREATED FILL �----------- CLEAN COMPACTED SAND FILL TYPICAL FOUNDATION 3 FOUND. AT S.G,D. t L 4" CONC SLAB W/ 6X6XI0/10 W( F I OVER 6 MIL VAPOR BARRIER OVER GLEAN, LL COMPACTED, TREATED FILL ---------- TYPICAL FOUNDATION � FOUND. AT DOOR SILL SLOPE ---------- GROUT SOLID GRADE AROUND PIPE • CLEAN COMPACTED SAND FILL 8" MIN. - DEEPEN FOOTING * CHASE TYPICAL FOUNDATION LOCATION AS REQ'D TO PROVIDE PROPER FOOTING DEPTW. 5 UTILITY CHASE MONOLITHIC FOUNDATION DETAILS, THESE DETAILS ARE INTERCHANGEABLE WITH THE STEM WALLS FOUNDATION DETAILS. STOP LATH AND SEE STI FOR VERTICAL WALL CONNECTION. STUCCOCORNE 1" AIR SPACE _ BEAD 1" BELOUI 4" CONC SLAB W/ 6X6X10/10 uXF •FLA9NING MUST PASS THROUGH ®RICK VENEER * A LEVEL BELOW F MAY BE USED -- FROM THIS INSTRUMENT CAN NOT BE USED FOR EXTEND FLASI-ZING BELOW SHOE PLATE Foundation Note.- EXTERIOR WALLS 14AVE TWE SHEATTWING FLUSH WiT14 TWE FOUNDATION. (POLY F SING Wood v e r t I C a l construction, PULL ALL INTERIOR WALL DIMENSIONS FROM OUTER EDGE SLAB. WEEP HOLES *4611 O/C _ 3/4" INOMa STUCCO OVER LAIN t PAPER I STORY DIMENSIONS ARE shown atop Foundation 1/4" GAP BETWEEN SNEATNINCs / CONCRETE F . data I l5 for clarity- wood, POUR STEMWALL SOLID OR USE 10"x20• FTN'G C' GRADE j Cm u/ I C F(� or other J' t r u C t U r a I o TUCCO STOP LIGHT COAT MASONRY. "DRESSING" TO FILL FILL VOID BETWEEN HRI conStruCtion BLOCK VOIDS AND/OR HONEYCOMBS VENEER 4 FOUNDATION WALL WRIOAR ORvertiial tabl�Sps STl For 1; I I1=II GROUT,FILL SOLID FROM FOOTING WDBR91D= OF fFLaC`p spec I F i Cs. STUCCO DETAIL;,'..I 15 i� BRICK DETAIL. I STORY FOOTIWA 51 STUCCO ADDENDUM BRIG �-1►C7DENDUM STOP LATH AND SEE STI FOR VERTICAL WALL CONNECTION. STUCCO CORNER BEAD I" BELOW 4" CONIC SLAB W/ 6X&XIO/10 WWF FINISHED FLOOR OVER 6 MIL VAPOR BARRIER OVER CLEAN, LL COMPACTED, TREATED FILL SLOPE---------- GRDDE = DIMENSIONS ARE - MIN- D15TANCES iv CLEAN COMPACTED 1 1 —III iI 1 ' t • SAND FILL L-� /O BRiCK W/ BRICK L$I.4SY FOOTMG 512E Wro BRICK 12" UDE V (274 CONT. W/ BRICK 20" WIDE (INCLUDING LEDGE) W/ (3)'4 2 STORY W/O BRICK 16" WIDE W/ (374 OR (275 CONT. W/ BRICK 24" WIDE (INCLUDMG LEDGE( W/ (474 OR (3)5 (D -TYPICAL FOUNDATION DETAIL SEE STI FOR VERTICAL WALL CONNECTIOR 5 1/2" WIDE CONC. SILL TOP AT MAIN STOP LATH ANDSLAB LEVEL. TOP TO GARAGE FLOOR STUCCO CORNER VARIES! MAX 5 1/2" (NEIGNT9 EXCEEDING BEAD 1" BELOW WIDTH REQ ADDITIONAL ANALYSIS) FINISHED FLOOR 4" CONC SLAB W/ 6x6x10/10 WILF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATED FILL SLOPE GRADE CLEAN COMPACTED SAND FILL TYPICAL FOUNDATION IMENSIpNS AR IN. DISTANCES 2 FOUNDATION AT GARAGE RECESS SLAB 3/4" FOR 5GD 4" CONC SLAB W/ 6X&Xi0/10 WOVER 6 MIL VAPOR BARRIER OVER CLEAN, LL COMPACTED, TREATED FILL �----------- CLEAN COMPACTED SAND FILL TYPICAL FOUNDATION 3 FOUND. AT S.G,D. t L 4" CONC SLAB W/ 6X6XI0/10 W( F I OVER 6 MIL VAPOR BARRIER OVER GLEAN, LL COMPACTED, TREATED FILL ---------- TYPICAL FOUNDATION � FOUND. AT DOOR SILL SLOPE ---------- GROUT SOLID GRADE AROUND PIPE • CLEAN COMPACTED SAND FILL 8" MIN. - DEEPEN FOOTING * CHASE TYPICAL FOUNDATION LOCATION AS REQ'D TO PROVIDE PROPER FOOTING DEPTW. 5 UTILITY CHASE MONOLITHIC FOUNDATION DETAILS, THESE DETAILS ARE INTERCHANGEABLE WITH THE STEM WALLS FOUNDATION DETAILS. STOP LATH AND SEE STI FOR VERTICAL WALL CONNECTION. STUCCOCORNE ENGINEER'S SERVICE BEAD 1" BELOUI 4" CONC SLAB W/ 6X6X10/10 uXF FINISHED FLCCR� OVER 6 MIL VAPOR BARRIER OVER HCLEAN, WELL COMPACTED, TREATED FILL MAY BE USED -- FROM THIS INSTRUMENT CAN NOT BE USED FOR AS BRICK LEDG _ ---'------------ AUTHORIZED BY Ti4E ENGINEER WITHOUT SLOPE GRAD I RIGHTS. j- )i` - • ' -� I = (1) 04 REBAR CONT. a HEADER COURSE - _ 4" I STORY DIMENSIONS ARE 2 STORY MIN- DISTANCES - I STORY W/ 2 OR LESS COURSES, L POUR STEMWALL SOLID OR USE 10"x20• FTN'G FirstSource OfJacksonville _ - 1 11 (TYP. VERTICAL REINFORCEMENTh 04 DOWELS I—!IIII * CORNERS 4 48'ola THEREAFTER - BEND Tel X04.112-6100 ALL DOWELS * TOP t BOTTOM, EMBED 1; I I1=II MINIMUM b" INTO FOOTING /12" INTO SLAB • MAX. STEMUJALL "EIGHT: (5) (GROUT ALL CELLS W/ REINFORCEMENT) 8" CCURSES WALLS > (5) 8" I STORY FOOTIWA 51 COURSES HIGI-I REQUIRE W10 BRICK 16"x8" W/ (2)4 CONT. ADDITIONAL ANALYSIS 4 W/ BRICK 20"x8• W/ (374 OR (219 CONT. REINFORCEMENT. WpK 20"xlm" uu 13)'4 OR (2)15 CONT. Z LL W/ BRICK . 24"x10" W/ (4)14 OR (315 CONT. i TYPICAL FOUNDATION DETAIL • MAX. 2 COURSES ABOVE SLAB LEVEL. SEE STI FOR VERTICAL WALL CONNECTION. 11J04 CONT. IN SOLID GROUTED DRAWN BAM,RW U -BLOCK COURSE SCALE NOTED TYPICAL SLAB T -r . VERT. - TRUSS DETAILS PE INF- ,�-��__.--,i,,--.i!= =IIII=!III_-IIII --tTYPICAL FOOTING - SEE 1/ST2 FOR i II" I►,-_� ,.;1.:►►1 .. !III = ! I I Imo! I ! ! S ZE/REINFORCEMENT -IIII- IIII---- 2 FOUNDATION AT GARAGE OVERLAP SLAB RECESS SLAB 3/4" FOR 11/2" --- THRESHOLD DEPTH , STUD + 1 1/4" (FROM OUTSIDE FACE OF BLOCK) ! X111:-__� If TYP. SLAB -, iii tr--1111=IIII -IIII-1111=1II TYPICAL FOOTING - SEE I/ST2 FOR -IIII- -11! 1-1111 SIZE/REINFORCEMEN �i�illlil • 0 _-IIII--1111---IIII -IIII=IIII---- —1111= _--IIII.— —11 �!I'_-life=-IIII 3 FOUND, AT S.G.D. HOLD HDR. BLK. TO CUT5IDE TYP. SLAB =Ii�I I:-=W� J.11):�IIII=1111 --_=IIII=IIII ii IIII=I1 =!I!i= 1111 TYPICAL FOOTING -SEE 1/5T2 I1 __�„- SIZE /RE iNFORCEME III i ��ir-I II I=1.11--1111-�I (� FOUND. __1111-- AT DOOR SILL (I)14 x V-0” OVER _ 8"x8" CHASE IN _ _ _ _ ._ ._ _ _ ._�: • - CONC. BLOCK STEM WALL. Ti FORO . UT SOLID AROUND PIPE • - TYPICAL FOOTING - SEE I/ST2 HILI 1-7-111 FOR SIZE/REINFORCEMEN •Ii`1= 5 UTILITY CHASE STEM WALL FOUNDATION DETAILS THESE DETAILS ARE INTERCHANGEABLE WITH THE MONOLITHIC FOUNDATION DETAILS THIS DOCUMENT IS AN INSTRUMENT OF ENGINEER'S SERVICE FOR OTHERS FOR CON- STRUCTION OF PROJECT AS TITLED BELOW.' INFORMATION DERIVED FROM THIS INSTRUMENT CAN NOT BE USED FOR OTHER WORKS UNLESS AUTHORIZED BY Ti4E ENGINEER WITHOUT INFRINGEMENT OF LEGAL RIGHTS. E V DESCRIPTION 1 _ 3 4 - .Builders- FirstSource OfJacksonville DesignCenterjnc. 550 Roosevelt Blvd Jacksonville, Florida 32244 Tel X04.112-6100 Fax 904311-2835 U.1 L OQ Z LL OW U_ O DRAWN BAM,RW CHECKED LAP SCALE NOTED DATE 1/11/02 JOB NO. .STANDARD TRUSS DETAILS PLAN FOUND SHEET i SCALE 1" ! 20' o/ 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. Ary FOV CB�? NOTES: l A r44Nr l C eE� ti eDok �/� \ \ / bp�NO 3� pq F 13 � �/A �� l ,Y SID,R�ch� o F wAY 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 FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD PLAIN) AS WELL AS CAN BE DETERMINED FROM THE "FLOOD INSURANCE RATE MAP" COMMUNITY—PANEL NUMBER 120075 0001 D REVISED APRIL 17, 1989 FOR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA. 0 .0,b P,A//V c O r e THIS SURVEY WAS MADE FOR THE BENEFIT OF MARLENE TACKETT; BEACHES HABITAT; DONAH00, BALL & McMENAM� , .A.; AND ATTORNEYS' TITLE INSURANCE;�F�,,,INC� 0 A7 N/Gci ,,,, "NOT VAUD WITHOUT THE SIGNATURE AND THE DOWN W. B�,� FLORIDA LlT.E. ORIGINAL RAISED SEAL OF A FLORIDA LICENSED 4,i SURVEYOR AND MAPPER." FLORIDA LIC. SUR,VNG CHECKED BY: DRAWN BY: Mcg BOATWRIGHT LAND SURVEYORS INC. Fly' 2003-1235 1500 ROBERTS DRIVE. JACKSONVILLE BEACH, FLORIDA 241-8550 OPER No. LS 3295 USINESS No. LB 3672 DATE: - OCTOBER 16, 2003 SHEET 1 OF 1 0 1 Q01 W I. r— 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. POINT OF I REFERENCE S i PI S 68'45"00" E r 4( ATLANTIC BEACH VILLA UNIT N . 2 PLAT BOOK 31, PAGE 13 W B L 0 C KI LOT 6 IRON PIPE. NO CAP (0.51' S-ly) POINT OF i BEGINNING 1 w 0 90 U. r a L0 r ( S 68'48'33" E FIE S 68045'00" E 7 6 WOOD FENCE ON LINE F23' LIVE OAK 3 LOT 7 Z; N iv ( S 68'48'33' E �gg 25.12' FIELD )� c7 Lr S 68'45 00 o E zLJ FENCE Na fir% 25 0o' N Oa�TO UNE M ,l Lp* PINE 16" PINE �21 ATER 0 1. 3' P PINE 6' WATER OAK 7' WATER OAK `8' PINE L— 04 N 6$'45'00" W 75.00' N #13" PINE z N PPE, NO/CAPRON ( N 68'49'57" W FIELD) zw N 68'45'00" _20 REAR B.R.L. W ( N 68'49'57' W 00 P 0' PINE INt•— [c) Q I t\ 11. 39.0' 0. Id UO a. co Lj.I m 17' PINE 0 50' RIGHT OF WAY p1 Q w m 0 "' O 0I 13' PI E* Ic W .. nl 11 PINE �OLIL a0) PARCEL 1, OFFICIAL RECORDS E 2" PROPOSED 948, PAGE 2361 O1 1 w :2Pr I RESIDENCE I RESIDENCE 3 0 3 31 J WATER OAXO1� w O I 26' LIVE I 0 � N N ' WATER OAK 0 y 0 �-� �-! 8' PINE .-- �— p CV O W 11.C� 39.0' I N IX CL NI II .ONO 9 O 20' FRONT B.R.L O 1 W 1 J V PIN- W PINE u - PROPOSED 7 DRN'EWAY O 8' WATER OAK 2' PALM 1) THIS IS A BOUNDARY SURVEY. 2) BEARINGS BASED ON A LINE FROM THE INTERSECTION OF THE NORTH RIGHT OF WAY LINE OF CORNELL LANE (A 60 FOOT RIGHT OF WAY) WITH THE EAST RIGHT OF WAY LINE OF MAYPORT ROAD (STATE ROAD No. A -1-A, A 120 FOOT RIGHT OF WAY) TO THE SOUTHEAST CORNER OF THOSE LANDS DESCRIBED IN OFFICIAL RECORDS VOLUME 9937, PAGE 738 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA BEING SOUTH 68'45'00" EAST AS PER SAID DEED. 3) BUILDING RESTRICTION LINES (B.R.L.) SHOWN AS SUPPLIED BY CLIENT. 4) BUILDINGS AND DRIVEWAYS SHOWN HEREON ARE ALL PROPOSED. 5) TREES SHOWN HEREON WITH AN "X" THROUGH THEM ARE PROPOSED TO BE REMOVED. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." CHECKED BY: DRAWN BY. SWC FILE: 2002-1261A THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD PLAIN) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL No. 120075 0001 D, REVISED APRIL 17, 1989 FOR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA. THIS SURVEY WAS MADE IN COMPLIANCE WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER 61G17-6 OF THE FLORIDA ADMINISTRATIVE CODE. DONN W. BOATWRIGHT, P.S.M. FLORIDA UC. SURVEYOR and MAPPER No. LS 3295 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 BOATWRIGHT LAND SURVEYORS, INC. 1711 SOUTH 5th STREET, JACKSONVILLE BEACH, FLORIDA 241-8550 DATE: OCTOBER 30, 2002 SHEET 1 OF 1 i 16" PINE �21 ATER 0 1. 3' P PINE 6' WATER OAK 7' WATER OAK N 6$'45'00" W 75.00' N 25.00' z N PPE, NO/CAPRON ( N 68'49'57" W FIELD) zw N 68'45'00" W gp ( N 68'49'57' W N El \� 24.93' FIELD) 0 V)0. UO a. CORNELL LANE 50' RIGHT OF WAY 1) THIS IS A BOUNDARY SURVEY. 2) BEARINGS BASED ON A LINE FROM THE INTERSECTION OF THE NORTH RIGHT OF WAY LINE OF CORNELL LANE (A 60 FOOT RIGHT OF WAY) WITH THE EAST RIGHT OF WAY LINE OF MAYPORT ROAD (STATE ROAD No. A -1-A, A 120 FOOT RIGHT OF WAY) TO THE SOUTHEAST CORNER OF THOSE LANDS DESCRIBED IN OFFICIAL RECORDS VOLUME 9937, PAGE 738 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA BEING SOUTH 68'45'00" EAST AS PER SAID DEED. 3) BUILDING RESTRICTION LINES (B.R.L.) SHOWN AS SUPPLIED BY CLIENT. 4) BUILDINGS AND DRIVEWAYS SHOWN HEREON ARE ALL PROPOSED. 5) TREES SHOWN HEREON WITH AN "X" THROUGH THEM ARE PROPOSED TO BE REMOVED. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." CHECKED BY: DRAWN BY. SWC FILE: 2002-1261A THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD PLAIN) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL No. 120075 0001 D, REVISED APRIL 17, 1989 FOR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA. THIS SURVEY WAS MADE IN COMPLIANCE WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER 61G17-6 OF THE FLORIDA ADMINISTRATIVE CODE. DONN W. BOATWRIGHT, P.S.M. FLORIDA UC. SURVEYOR and MAPPER No. LS 3295 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 BOATWRIGHT LAND SURVEYORS, INC. 1711 SOUTH 5th STREET, JACKSONVILLE BEACH, FLORIDA 241-8550 DATE: OCTOBER 30, 2002 SHEET 1 OF 1 i 0/ 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. S 68'45'00" E PIPE, NO CAP (0.51' S-ly) POINT OF i BEGINNING 0 �• 0 90 t t 23' LIVE OAK ' ATLANTIC BEACH VILLA UNIT N . 2 nlcn v 8 ' PINE co A-3* PLAT BOOK 31, PAGE 13 18 13" PINE 20 REAR B.R.L. _ INt~- N 68'45'00» W 75.00, N 0' PINE Ld 1 1 39.0' 01 .j mat17' B L 0 C K d m I 3 13' PI E* Iv ( N 68'49'57" W Z0N, I POINT OF I LOT 6 .��, \°d J LOT 7 N� REFERENCE ( S 68.48'33" E FIE c >I� 2' PtW - ( S 68'48'33 E 25.12' FIELD) I S 1/2' IRON i PI E. CAP LB3672 S 68 45 00a E 74.0 t,,a S Na 68'45'00" 25.00 E oa 2 S 68'45'00" E PIPE, NO CAP (0.51' S-ly) POINT OF i BEGINNING 0 �• 0 90 t t 23' LIVE OAK ' N 16' PINE# 7w" PINE nlcn v 8 ' PINE co A-3* QI SKS PINE 6" WATER OAK 7' WATER OAK 13" PINE 20 REAR B.R.L. _ INt~- N 68'45'00» W 75.00, N 0' PINE Ld 1 1 39.0' 01 .j mat17' PINE YAf' d m O 13' PI E* Iv ( N 68'49'57" W nl yy�� 11 PINEK � 1� \°d J n PARCEL 1, OFFICIAL RECORDS 0 2' PtW PROPOSED 948, PAGE 2361 AE I RESIDENCE Cn 12" WATER AK, 50' RIGHT OF WAY I 26 LIVE Crj.. M* WATER OAK LO I �y NL 8" PINE 39.0' NI 100 00 O 20' FRONT B.R.L I PINE— " PROPOSED 4' PINE DRIVEWAY 8' WATER OAK -9 2" PALM " YY' 1) THIS IS A BOUNDARY SURVEY. 2) BEARINGS BASED ON A LINE FROM THE INTERSECTION OF THE NORTH RIGHT OF WAY LINE OF CORNELL LANE (A 60 FOOT RIGHT OF WAY) WITH THE EAST RIGHT OF WAY LINE OF MAYPORT ROAD (STATE ROAD No. A -1—A, A 120 FOOT RIGHT OF WAY) TO THE SOUTHEAST CORNER OF THOSE LANDS DESCRIBED IN OFFICIAL RECORDS VOLUME 9937, PAGE 738 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA BEING SOUTH 68'45'00" EAST AS PER SAID DEED. 3) BUILDING RESTRICTION LINES (B.R.L.) SHOWN AS SUPPLIED BY CLIENT. 4) BUILDINGS AND DRIVEWAYS SHOWN HEREON ARE ALL PROPOSED. 5) TREES SHOWN HEREON WITH AN "X" THROUGH THEM ARE PROPOSED TO BE REMOVED. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." CHECKED BY: DRAWN BY: swc FILE: 2002-1261A FENCE TO UNE THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD PLAIN) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL No. 120075 0001 D, REVISED APRIL 17, 1989 FOR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA. THIS SURVEY WAS MADE IN COMPLIANCE WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER 611317-6 OF THE FLORIDA ADMINISTRATIVE CODE. DONN W. BOATWRIGHT, P.S.M. FLORIDA UC. SURVEYOR and MAPPER No. LS 3295 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 BOATWRIGHT LAND SURVEYORS, INC. 1711 SOUTH 5th STREET, JACKSONVILLE BEACH, FLORIDA 241-8550 DATE: OCTOBER 30, 2002 SHEET 1 OF 1 N 16' PINE# �21 nlcn v co A-3* QI SKS PINE 6" WATER OAK 7' WATER OAK 0 FOUND PRON N 68'45'00» W 75.00, N ' 25.00 Ld PIPE, N1/2A r 01 0- o O ( N 68'49'57" W � .-. O � \°d J �0d o p Gq7 " O AE R N E L L vvia L A Cn In 50' RIGHT OF WAY 3 R c' N p i J g N p N N ,,0 Y / r-- .— u- p O CV W r 0' N (L NI Q� V) I Q w U w Ll- IJi O 1 1) THIS IS A BOUNDARY SURVEY. 2) BEARINGS BASED ON A LINE FROM THE INTERSECTION OF THE NORTH RIGHT OF WAY LINE OF CORNELL LANE (A 60 FOOT RIGHT OF WAY) WITH THE EAST RIGHT OF WAY LINE OF MAYPORT ROAD (STATE ROAD No. A -1—A, A 120 FOOT RIGHT OF WAY) TO THE SOUTHEAST CORNER OF THOSE LANDS DESCRIBED IN OFFICIAL RECORDS VOLUME 9937, PAGE 738 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA BEING SOUTH 68'45'00" EAST AS PER SAID DEED. 3) BUILDING RESTRICTION LINES (B.R.L.) SHOWN AS SUPPLIED BY CLIENT. 4) BUILDINGS AND DRIVEWAYS SHOWN HEREON ARE ALL PROPOSED. 5) TREES SHOWN HEREON WITH AN "X" THROUGH THEM ARE PROPOSED TO BE REMOVED. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." CHECKED BY: DRAWN BY: swc FILE: 2002-1261A FENCE TO UNE THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD PLAIN) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL No. 120075 0001 D, REVISED APRIL 17, 1989 FOR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA. THIS SURVEY WAS MADE IN COMPLIANCE WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER 611317-6 OF THE FLORIDA ADMINISTRATIVE CODE. DONN W. BOATWRIGHT, P.S.M. FLORIDA UC. SURVEYOR and MAPPER No. LS 3295 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 BOATWRIGHT LAND SURVEYORS, INC. 1711 SOUTH 5th STREET, JACKSONVILLE BEACH, FLORIDA 241-8550 DATE: OCTOBER 30, 2002 SHEET 1 OF 1 16' PINE# �21 nlcn v A-3* PALM* SKS PINE 6" WATER OAK 7' WATER OAK FOUND PRON N 68'45'00» W 75.00, N ' 25.00 0g, PIPE, N1/2A ( N 68'49'57" W FIELD) 2z (D N 68'45'00" W �� ( N 68'49'57" W iy \°d 24.93' FIELDZ ) �0d o aaa- Ll Owl gyp/ C 0 R N E L L vvia L A N E 50' RIGHT OF WAY 1) THIS IS A BOUNDARY SURVEY. 2) BEARINGS BASED ON A LINE FROM THE INTERSECTION OF THE NORTH RIGHT OF WAY LINE OF CORNELL LANE (A 60 FOOT RIGHT OF WAY) WITH THE EAST RIGHT OF WAY LINE OF MAYPORT ROAD (STATE ROAD No. A -1—A, A 120 FOOT RIGHT OF WAY) TO THE SOUTHEAST CORNER OF THOSE LANDS DESCRIBED IN OFFICIAL RECORDS VOLUME 9937, PAGE 738 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA BEING SOUTH 68'45'00" EAST AS PER SAID DEED. 3) BUILDING RESTRICTION LINES (B.R.L.) SHOWN AS SUPPLIED BY CLIENT. 4) BUILDINGS AND DRIVEWAYS SHOWN HEREON ARE ALL PROPOSED. 5) TREES SHOWN HEREON WITH AN "X" THROUGH THEM ARE PROPOSED TO BE REMOVED. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." CHECKED BY: DRAWN BY: swc FILE: 2002-1261A FENCE TO UNE THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD PLAIN) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL No. 120075 0001 D, REVISED APRIL 17, 1989 FOR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA. THIS SURVEY WAS MADE IN COMPLIANCE WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER 611317-6 OF THE FLORIDA ADMINISTRATIVE CODE. DONN W. BOATWRIGHT, P.S.M. FLORIDA UC. SURVEYOR and MAPPER No. LS 3295 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 BOATWRIGHT LAND SURVEYORS, INC. 1711 SOUTH 5th STREET, JACKSONVILLE BEACH, FLORIDA 241-8550 DATE: OCTOBER 30, 2002 SHEET 1 OF 1