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Scheidel Court 1116 1118 (3) TH15 DOCUMENT IS AN W INSTRUMENT OP ENGINEER'S SERVICE UW FOR OTHERS FOR CON- 11l = STRUCTiON OF PROJECT SW (2rlxro-I/3 SW SW SW (2)2x&-1/3 6W lu N tk AS TITLED PELOW. 1, - z z m INFORMATION DERIVED r, .. �7 Q L 71 FROM THIS INSTRUMENT JU h - D Z U CAN NOT BE USED FOR ''a@P W LU W OTHER WORKS UNLESS N :3 AUTHORIZED BY THE ' - - f b I - , - �L ENGINEER WITHOUT i i I I I I, U 4 (' � p INFRINGEMENT OF LEGAL ll I a L I Il U ( IL UJ RIGHTS. IL--- ' �o 01 I __�I w t� 2x4 n SPF 1 I I ' 2x4 "2 5PF N ti _ 0 w W O 2x4 n 5PF a a p 2x4 n 5PF z 0 RE DESCRIPTION STUDS 12" I ' STUDS Q 12" `) d m- STUDS 0 I2" STUDS g 12" Ili N , 5 1 O/C. O/G. i i O/C. O/C. tQX F- cn i5 )- :z 2 - 1 ILI r------ d C4 F 2 STORY MODEL 2�TORY MODEL LU 3 - ENTRY RIGHT' ENTRY RIGHT ppm 4 - (X j �� @U tOdN JU Z(D'-(1J" -- () O -A C ! W UILI 0 1 � Z F- ST2 5T2 Z 2x4 02 SPF 2x4 02 SPF cn [L p u '� x FSTUDS im 12" STUDS 19 12" 1L1 11, () u1 ' F_ - - - -I r - _ - - -I - O/C. O/C. LLI �j 1 H Y * Builders o I I 2x4 n SPF 2x4 "'2 5PF z ° Fi rstSo u rce I STUDS m 12" ry (1) H5 w EACH FLOOR TRUSS (1) H5 m EACH FLOOR TRU55 STUDS 6 12" Q z X Ul O/C. TO TOP fE. FULL DEPTH TO TOP fE. FULL DEPTH O/C, -1 p U p z lY a t J a c h s o n v J r e -- �- BLOCKING BETWEEN FLOOR BLOCKING BETWEEN FLOOR � =1 � _� z JOISTS AT WALL. JOISTS AT WALL. Ip G G n - - - - - - -- - - - - - - - - 7 - - - - _ _ _ t T - - - _ -I 3 I 1 I 8/I0 I I 8/10 m [OA CL S T2 I I 5T2 co IW15 1, 4r rr ' 6550 Roosevelt Blvd. _ .5W 5W - (2)MT512'S OR(2) 5W (2)MT512 5 OR (z) 5W 5W - !�l Jacksonville, FL 32244 - MSTA24 S 10 F09 MSTA24 S 0 F09 L- I _ (2)MT512'5 OR (2) - _ � � --- --------- ----J � x m O) Te19D4.772-6100 10'- " 3'-5" 2 1" 3'-21 -22I3 -510 6 To 2ply 2x4 V To 2ply 2x4 n (2)MT'512 5 OR (2) "� x Fax 904.317-2835 00 01 .10 10 MSTA24'S a FII TO 2ply SPF POST w/ (1) 5PF P05T w/ (1) MSTA24'S +6D FIl TO 2plyy2x4 n 5PF POST w/ (U WOOD•Tle ROD. WOODoTIe ROD. 2x4 n SPF P05T w/ ll)U00D•Tle ROD. WO©D#TIe ROD, L I _ - - _ , I 2 1�T FL.00R STRUCTURAL PLAN � � � .t 44 44 v 12 F WI I r � _ _ � lz I 51 3/Ira II = 1r-0Ir L N w �_ _ - - 5T2 A I- _ _ - - J i 1 i L _ - - - i -�\I --�I`- r4 SW SW SW 1 ( L - - - - 1 F_ - - J I I 1 1 I I 111 ul 1 1 3_0r lo4 3'-04 ---- I I I I I *____�• L, -- ---------� I I 4" GONG. SLAB 12 I I I 12 4" CONC. SLA5 I I (2)MT512'S OR (2) (2)MTSI2'S OR (2) (2)i•�1TSITS OR (2) (2)t"1T512'S OR (2J ' ST2 REINFORCED W/ I I REINFORCED W/ 1 MSTA24'5 w T01 TO M5TA24'S m TO1 TO M8TA24'S T01 TO MraTA 24 5 T01 TO Q . 1 EITHER 6x6 10/10 ST2 572 EITHER 6x6 10/10 ST2 I g TOP fE w/ (I) TOP fE w/ (U TOP fE: w/(I) TOP IE w/(I) � 1 - 1 I 1 WOOD#Tte ROD. WOOD*Tie ROD. WoOD�TIs ROD. W©OD'Tte ROD. VI p VI u It I �` U1UA 1 OR FIBERMESH I I UAU`1 OR FIBER 1E51 t , S en I I ON 6 MIL VAPOR I I (2 ON 6 MIL VAPOR I °; V rp ev X 0 of - BARRIER, OVER BARRIER OVER 41 V c. 1 I S/IO TERMITE TREATED, , ST2 t1AR!-LITE TREATED, g/10 I 1 cy V - f' I ST2 CLEAN, I I CLEAN, ST2 I 1 r r I COMPACTED FILL. I I I COMPACTED FILL. 1 1 I cli vl u u _ j � _ _ _ __ _ _ _ _ _ _ J 1 0 a CONVENTIONALLY STRAP ALL SECOND X ° ° X' o FLOOR ROOF v N v s LLIl I I I I N n -� I, y -- l i r n BEARING WALLS TO m •A x I I ' l l m b I 1 II I II I II BEAMS / HEADERS �I II 11 L - - -J ST2 1 i ST2 I I I I I I I I Il I�II 0 �-U -4 ST2 STZ �� =� I I r'-- �� BELOIU PER DETAIL m i B/STi. VI O O W m O I ' I I X VI U IN_r ------ -- �_ ' V � 0 Q X - cl) ,I-_7 r--F- ILI V 0 w 2'-6r �'-0" 12'-b" 12'-b" 5�'-0" 2'-64 - i iX; i iX, --- 0 O U O L- J 111 Z tD cl) - U _p L -z) 20-0 (2)MTSITS OR (z)MT512'5 OR U W � tKK (2)MSTA24'S a (2)MSTA24'S s z 1Y T01A TO 2ply T01A TO 2p1y Q pr Q , Q u_ ww�hh (2)MT512'S OR (2) 2x4 +'2 SPF 2x4 °2 5PF (2)MT512'S OR (2) 141 MSTA24'5 0 T01A TO POST w/ (2) 48" P05T w/ (2)48" M„^-TA24'5 a T01A TO d) Q � 2ply 2x4 n SPF POST CSl6'S m BASE C51ro'5 19 BAST= 2pliy 2x4 n SPF POST M z w w/ (2) 48" C51ro'5 w TO HDR TO HDR a/ (2)48" C51b'6 � LILZ Y_ 11 BASE TO HDR BELOW. BELOW. BELOW_ BASE TO HDR BELOW. M 4 M FOUNDATiON FLAN R F r.- E ; V F D � z � � DRAWN WDB 51 3/16 n _ 1 _on SW SW SW CI- BCH O 0 CHECKED LAP NOV 1 1 2005 p SCALE 3/16 2ND FI.._.00R STRUCTURAL. FLAN DATE ra-20-05 3 ST R CTURAL ENGINEERING FOR USE WITH JOB NO. J118865 I'y/�II BY: �J RU 5E5 BY BUILDERS FIRST SOURCE_ SQFT_ , .2-432%2484 END ZONE PRESSURES A oo s i',l% _> END-ZONE COMPONENTS �/ Q •, a ` COMPONENTS 4 CLADDING PRESSURES - IN PeF COMPONENTS 4 CLADDIWs PRESSURES(IN PSP)FOR GARAGE DOORS WITH ONE END Up TO 5' INTO AN END ZONE_(ALL PRESSURES NEGATIVE,EXCEPT AS NOTED) „ CLADDING PRESSURES APPLY T. �'G IND-ZoNEs 11"ITERIOR-ZONES 3 _5 " - TO WINDOWS DOORS IN ca n � AREA LENGTH(IN FEET)OF DOOR INTO END TONE POSITIVE d1 ayv F F+>1ine, PE7.y (sf) P05.(•)NEG_(-) POB.(*)NEG.(-J DOOR s1xE 1 2 3 4 5 Is5URE -' HIGHLIGHTED AREAS _ TYP. 1. ;, m : icfe. I I gii herr 0-20 of 4-1.6 59.9 4-1.6 F70.-1 W-0" X-1'-m° I -48.1 -48.9 -495 -502 *43.� THE X DIMENSION ILLUSTRATES ; -, i r LGR SGL DOORS 20-50 er 46.1 561.8 46.1 49_I THE MEA5UREMENT OFF THE .. ►- 4 ,; 50-100 or 43.-1 52.2 43.1 46.8 ib'-0"x r-0" -455 -45.1 -45.9 -462 -46.4 +42.1 CORNER OF CORNER OF THE HOUSE WHERE �� °� ,•' di LGR DC3L DOORS w /�e' it out g PAD FOOTINGS UP TO 30"x30" SHOWN AT THE FOUNDATION-EDGE MAY BE OMITTED IF A STEM-•WALL FOUNDATION 15 USED IN LIEU OF A MONOLITHIC FOUNDATION. PAD FOOTINGS LARGER THAN 30"x30" ARE REQUIRED WITH EITHER A STEM-WALL OR MONOLITHC > 100 of 42.1 49.1 42.1 452 [DOORS WITH soTN END$TIN AN END ZONE MUST USE PULL END HOUSE ENO-ZONE (NOT INT-ZONE) � /'11otkJc lcsurtviM,p4 k FOUNDATION. ADDITIONALLY, WHEN A PAD FOOTING 15 REQUIRED WITH A STEM WALL FOUNDATION (Il_' 30"x30"), IT NEED ONLY P3E PLACED EITHER 6ELOW-GRADE FOOTING OR IN THE SLAB, BUT NOT IN BOTH LOCATIONS UNLE55 SPECIFICALLY NOTED AS SUCH. EXP.G,120mph,Pr51Ce,55GCpr,z TO 30' ZONE PRi O&URES FROM CAC TA51-5 (TYP) PRESSURES SHOULD BE USED. CA r�r,r� ��OBs�434. WOOD*Tie LEGEND PLAN NOTES CONNECTIONS NOTE THAT CERTAIN WOOD*Tie RODS MAY BE DELETED FROM THIS PROJECT BASED ON THE FOLLOWING: NON-LOAD BEARING WALLS T I) SEE SHEETS STI AND 5T2 FOR ADDITIONAL STRUCTURAL NOTES AND CONNECTOR 1"fETHOD OF ATTACHMENT MSTA SERIES STRAPS CANNOT BE TWISTED. THAT ARE NOT A SHEAR-WALL DO NOT REQUIRE WOOD•Tle ROD INSTALLATION. WALL5 THAT HAVE BECOME LOAD BEARING OR EXISTING (2) 2x6-1 / 2 HEADER/BEAM CALL-OUT DETAILS. M5TA18 (14) I0d Gommon5/Total. THEY MAY BE APPLIED FLAT AND/OR BENT SHEET LOAD BEARING WALLS WITH ADDITIONAL LOADING MUST HAVE WOOD*Tie RODS INSTALLED AS FOLLOWS: 2) THIS DRAWING CONTAINS SPECIFIC INFORMATION, INCLUDING BUT NOT M5TA24 (16) I0d GommorlslTotaI, TO CONFORM/ACCOMMODATE REQUIRED NUMBER OF KING STUDS EACH SIDE OF OPENING LIMITED TO ARCHITECTURAL ELEMENTS AND DIMENSIONS, THAT IS APPLICATIONS, BUT THEY MUST NOT BE O/C WOO *Tie O TOLERANCES M5T48 !48) l0dxl-I/2 /Total, ROOF Truss l.Ifi�LIFT (L�S) WOOD"Tis ROp(S) NUMBER OF JACK STUDS EACH SIDE OF OPENING PROVIDED BY OTHERS. BUILDERS FIRST SOURCE OF JACKSONVILLE, INC TWISTED. USE MTS- or NTS-SERIES "TWISTED GSIh (28) Sd or (22) l0d Commons/Total. EXTERIOR SIZE OF HEADER MATERIAL DESIGN CENTER (BFSDG) IS NOT RESPONSIBLE FOR THE ACCURACY OF SPH4/6/8 (12) lOcIA-1/2 . STRAPS" AT APPLICATIONS WHERE TWISTED -TOLERANCES NOT NUMBER OF PLIES IN HEADER THIS INFORMATION PROVIDED BY ANY OTHER SOURCE_ �-1000 RODlS) � 4' OIG (INTERIOR) OR 6' O/C (EXTERIOR). 1'1001-2016 ADD (1) ROD ADJACENT TO TRUSS. SHOULD NOT STRAPS ARE REQUIRED. 3'_0�� X 3'_0�� OVERRIDE ALL EXTERIOR HEADERS (2)2x6-1/1 UNLESS NOTED OTHERUJISE 3) ALL REQ'D BEARING LENCsTHS SHOWN ON TJ-BEAM SOFTWARE OUTPUT MTS12 !14) l0d Commons or 10dx1-1/2"/Total. of "201 GREATER CONSULT DESIGN CENTER > WOOD*TIE HAVE BEEN CONSIDERED IN THE DESIGN OF THIS STRUCTURE THROUGH A HT620 (20) 10c1 Commons or (24) 106x1-1/2"/Total. INTERIOR ALL INTERIOR HEADERS (2)2x6-1/I UNLESS NOTED OTHERWISE DESIGN BEARING VALUE ADJUSTMENT AND/OR THE ADDITION OF BEARING LGT2 (14) 16d 5lnkers/Each to Truss and Stud Column. GUIDELINES ������ ���-p-� XI OUTLINED PROPERLY RATED OPEN WEB TRUSS HEADER MAY BE US)=D BLOCKS. MGT C22J l0d Commons to Waod Member - 5/S" diameter or Larger Threaded Rod per Accompanying XI WOOD*Tie ROD LOCATION. X BELOW IN LIEU OF SPECIFIED HEADER Note on Page S1I. '2 -0 2 -0 ANY HEADER MAY BE REPLACED WITH ONE OF GREATER DEPTH DESIGN LOADS HGT-2/3 5/8" diameter or Larger Threaded Rod per Accompanying Note on Page Sl, RODS LOCATIONS ARE FOR DEMONSTRATION PURPOSES ONLY AND DO NOT REFLECT AN EXACT ROD LOCATION. UNLESS NOTED A. GRAVITY LOADS: HGT-4 5/8" diameter or Larger Threaded Rod per Accompanying Note on Page 51. B, LATERAL OAD9: HTT16 CIS) 166 Sinkers to Woad Member - 5/8" dimaeter or Larger Threaded Rod per Accompanying OTHERWISE PROPER O/C SPACING (4-0" INTERIOR, 6'-0" EXTERIOR) SHOULD BE FOLLOWED. IN ADDITION, RODS SHOULD BE LOCATED AT SW" SNEARWALL SEGMENT - REFER TO DETAIL F/STI AND/OR D/STI ROOF LOAD TOP CHORD-L.L=20PSF DL--IPSF WIND LOAD - 120 MPH g CORNERS, PLATE HEIGHT CHANGES AND AT EACH END OF EACH SHEAR WALL (UNLESS REPLACED WITH APPROVED HOLD-DOWNS PER BOT CHORP_.LL=IOPSF DL=5P5F SEISMIC ZONE - I Note on Page 511. DETAIL E/STI). RODS SHOWN IN CORNERS MAY BE LOCATED TO EITHER SIDE (WITHIN 4") OF PROPERLY CONSTRUCTED CORNER POST OR XAPPROXIMATE WOOD*Tie LOCATION FLOOR LOAD DL-15 PSF HTT22 (32) lbd Sinkers to Wood Member 5/8" dimaeter or Larger Threaded Rod per Accompanying OTHER SOLID FRAMING. SEE WOOD-Tic SECTION LL=40 PSF Note on Page S'1. ,Buildersw 3 '''�BuildersS =t: s� ,Builders IRBuilders D � ,Builders �'' 1°� R° 6!Builders� � w�a, &r W"D Builders B� a�'w � PYL11 �Firstsource w- el �FirstSource �L� WI/ �FirstSourcer IFirstSourc;TP 1�YW �FirstsourceWOO [r7 7�1.P, FirstSource W � iFirstSource,� t,6Tv MSTA24 W/(9l led/ENp,¢ON STUD (2)2x4•2 OYP APPROVED TRUbO-TO-II=CONNEGTORO ASSEMBLY(TYR 4 a HEADER 40 SILL) BLOCKING eTYP) OVERHANGS IN E=XCESS OF 16° ANI?UP TO 24" T/I6"A.P.A.OR TECO RATED UPLIFT(LBS) GONNECTION - ----- UPLiFT3 7 STUD WALL SPECIFICATIOhLS HEADER 1512E USE 2x4 SYP of LOOKER At 16"D CLIP t0 Ti-IIvJ ❑OCUi"IEI�(T 15 QIP( loon SEE --- -- D$L.TOP PL.WITH CZ><15 W/(BJSd.OV£RI TANGS INSTRUMENT OF SHEATHING ON ROOF DECK _0'465 _ (1)I L5 WI l4)8ci/ N17 STRUCTURAL Wr-(FT) STUD SCHEDULE z PER GALLO51 ON _- 8TR1ALLOU L _ / 16"OR L£95 USE 2xd SYP OUTLOOICER AT 24" , WITH Bd NAILS At 4"O.C.At o-Ids --(U HS-W/(5)loci x 1-1/2"/END. PLAN 0-9'»I 1%8" _ 2x4"Z 5FF STUDS s 16'O/G HEADER PER STRUCTURAL. PLAN _ t y PLAN)OR TRUSS IF t BLOCK suEA7Wlt EDGES o%WItW CUI{5 w/ra>e ENGINEER'& SERVICE ALL SUPPORTED PANEL --- 465-930 (2)H5 W/(4)ad/END/EA _ o-IPJ''-1 1/a" 2x4"Z SPF 0TUP5+t 1Z" O/C ALL �R�L x MATERIA��) (Z)SPW4/6/8 GDNNECTpRB NOT d EDGES AND 8" qG.IN FIELD. 145-I(do0 (2)H8 W/(5)led x 1-1/2"/END/EA 2x4•2 SYP STUDS a 12" O/C N ���F 11 t=ry .� "I, WITHIN 4'OF CABLE tRilBg FOR OTHERS FOR G m-II'-I 1/a° _ 02 �iYP EXOE A5 NOTE[). °2 KI LAYOUT IF 8Y8 42- HI A ON --^ _. _._ -- L. 11NCs�� COMER OF -� INTO TDP,fE ASS_ SLY 4 STEN Sµ£AtHlhfrs TO FkAMINCs At 3"o% STRUGTION OF PROJECT (6J 1-1/4"GALV.ROOFINrs 0-10mm !IJ_H16/HISS W/_(.10J loci x..l^I/Z"ro TOP_PL. _-.._ 2x6 "2 SPF STUDS a 16" O/G NAILS a EACH SHINGLE TO [a-loo0 fU 111NI2 Ul/(i)loci x 1-1/2"/END -2'-I`D2 " 2x6 •a 5E^ �TI�S-� �r0%G� � � GARAGE II 7 II A I ON EpGEB,6" o/c IN FI£Lv wi ad. AS TITLED BELOW. 5N>rATING sPH4/6/5 ' 32"o/c "o%�dAi!~. INFORMATION DE :IYED PURLIN E9OTTOM CHORD OF ALL C.�WB IN THE EVENT THE CONGRET> • TOP le TO HDR. II II tRUb$-t0-P_ CONNECTOR 31x1= TRU$SE5 WITH 1x4 5YP CONTRACTOR OMITS TWE !2J MSTA24 W/ GORIER OF FROM THIS INSTRUMENT PEl PINIDIGULAR TO TRUSSES a NAIL TWROUGW APA RATED SWEAtWING WPAWD22 EMBEDDED (3 AOd/END/STRAP a EA II II GARAGE APA RATED SHEATHING t0 HING CAN NOT BE USED FOR TRUSS SGCONNE FOR T RI=-<=NGINEERED ROOF INTO NO.2 SYP FRAMING W/8d AT 3" STRAPS,IT IS ACCEPTABLE END OF HEADER UN.O_ APA ROOF sPESHEATwlWa CONNECTOR- TTd1sS OR RAFTER EACH OIG w/5 I0d NAILS AT SANER BE U UNLESS EAGI-I Tfd.l55 - UTLO. O.G•AT ALL EDGES AND INTO EACH PLY r0 Sl18STITUtE ll)MStdB II II OF EACH DOUBLE INTERIOR PLATE,Y1" SERIES FLAT STRAP PER WALL sWFATWING SHALL BE 7/16" AUTHORIZED BY THE SPF STUDS O.G.ELSEWHERE. WI SHALL QNLY ALL EXTERIOR WALL SHEATHIN[s W I'1 W HPAWD22.FACE MOUNT THE APA,RATED SWEATWING WITH eld-� COVER LOWER P�TOt�iv, 2x V 5YP DBL .TOP PL.(SLOPED) AUTH EES: WITHOUT SHALL HE 1/16"A.P.A.RATED WOOD,/a•+ 32'O/C 4- FOR OTHER UPLIFT HARDWARE STRAP TO THE FOUNDATION NAILS At 3"OG-AT ALL PANEL II II AB LY IF: INFRINGEMENT 01= LEGAL (2)2x4 S 5YP TOP fE�. FAS W/ SHEATHING wltW 8d NAILS At 6" UIOOp•Tlee RODS a d'D/C ANp COhA1ECTIONS,SEE TYPICAL WITH EITHER(4)1/2-0 EDGES AND 8"ors. IN FIE}p A)�� � 241 RAP 1(1 A 12"OG.!PHOS MIN O.G-AT ALL PANEL EDGES AND w/3x3x1/8"WASHERS. EPDXIED ALL THREADS W/ (TYP-UNOJ- SWEATWING PANELS 11 II �,i( D T �tur=R 1/16"APA RATED SHEATHING WITH RIGHTS. 24" LAP W/(12JI0d IN LAP.SPI-14/6/6 8"O.C.IN FIELD(TYF'-UNJ7J WALL SECTION AND TYPICAL d 1/4"MIN-EMBEDMENT OR SHOULD BE ORIENTED @2 TRUSS,I1nE 11E,, pS ad NAILS ® 6"O/C ALONG ALL PANEL a 32"O/C O$ "WASTEer RODS a 6' SHEATHING PANELS SHOULD BE HEADER FRAMING DETAIL. (16)3/16% 1 3/4'TAP(XN PERPINDICULAR TO FRAMING I) II � EDGES AND a"O/c: IN FIELD- BLOCK O/C W/3x3x1/8" WASHERS. ORIENTED MEMBEPERPINRS EXT TO ANC x RS Q EMBEDMENT WFtaGE (2/1x4 •2 SYP ARE FASTEN STRAP TO MEMBERS,UND, I/2"GYP ALL EDGES(CONTINUE IN STUDS t SHEATHING �� DESGRIF'T IC7N ANCHORS Qg EPDXIED ALL SILL (TYR) At DOUBLE INTERIOR STUDS w/(20JI6d. FOUND G UNDERSIDE OF OUTLt SHE THI FRAMING M STUCCO, U IF EXTERIOR THREADS a 32"o/r-W/2x2xl/8" SILLS/PLATES/BLOCKING,NAIL JACKS PER PLAN II II TRUSSES/R4FTER5 � FOUNDSHEATIFIL TO ESE ORIENTEDOFOU LOOK i RAFTE}Z-TO-L,CONNECTORS FINISH 18 STUCCO,UN O. WASHERS OR W oPerle RODS a FIRST PLATE TO SECOhip PLATE W/ ���111/// HE TO FRAMING MEMBERS,UN CJ, 4"o/c.WOOD-Tie RODS a (7l ROWS 124 COi Q IONS AT 8"OG. MIN-3 KING STUDS EACH CEILING H>=1CzHt VARIES LENGTH CONNECTOR "2 gYP IST 32"O/ fE w/ SIDE OF OPENING WHEN 0-t' (1)N5)4&)416,Qg MT312 UJOOD-/8 a 32"O/C QS INTERIOR 3HEARWALLS ADD NPAHD22 W/(23JI6d TO SIDE 2x6 FRAMING,5 KING� I PURLIN BOTTOM I G WEIGHT ORD T U100D•Tfa RODS +a 6'O/G- EItHErR 24"v/c SWOT PINS Qg Ibd BIDE PANEL HEIGHT TO STUD ASSEEBLY(21 ALL TRUSSES WITH Ix4 SYP ` - —--- —— WIDTH REQUIREMENTS STUDS EACH SIDE WHEN II 3 (1)H5'O R Tsj2WS' og - 1/1"0x7" EMBED A.H-woOD-Tio WASH CASE HARD NAfL5 ++ 18"o/c. ANGN WLTI$) PER SIDE OF OPE=NING USING 2x4 FRAMING UAO_ ALL TRI ICULAIR H I - OF "1'_14' ----- ...--- - -- AT 32" o% h[Ft) MIN w W000,Tlet ROD PERP S a L O/C w/(3) (1)WI6 AN MTSIZ 4FH I/1"0 WOOD•Tla RODS a Z OR T PINS T. 2,_1" /2" ANCHOR BOLT AS II II (2"MAX FROM loci NAILS At EACH TRUSS - 6'O/C w/ SE HA&Hot PINS ® 24"OIC, •2 SYP F"C BOTTOM FE PER TAIL E/$TI PER TYP-WALL SECTION JACK/8TUD81 U II MSTA24 w/(9)loci 7 14' SEE PLAN OR 164 CASE HARAS ++ 16" o/G. � 6' 1'-8 IQ" UND- t II e 01 JACKS 7'AND SHORTER MAY = 5' 1'-S" 'H Z 4" SLAB W/8"x8" THICK- 11 li N 11 NAILS/END EA.SIDE OF USE l4)loci IN LIEU OF �,-�_, -°_" ' ,• i�T N 4' 1'-2 I/1" AWAL�IL I, aQ' ENED EDGE W/(11"4 HEADER t JACKS TO TRUSS-TO-?R CONNECTION •t ,_ . : ■ CONT,UNDER DOOR M d EA STUD ABOVE r "° FfNIS FINISH U II NEARER • / '.a ' ' ° (SEE DETAIL 6/5T2) FINISH 1 6 x 6 - WI.4 x Wl.d UAl1F •ALL GGNCF-1- I-INIMUM GRADE .� .- �� ; OR FIBERMESH _ GRADE 'TYPICAL WALL GRADE - _ COPWECTIONB, 1£- u II PEAK- TO II': 2x4 STUDS 2500 PSI GOMPR7=5SIVE _____-_-- -_--, ^ _ WATERPROOF BARRIER STRENGTH +•ZB DAYS.- Ta-STUD, -`(-- TO 14': 2x6 5PF•2 FOOTING TO BEAR ON UNDISTURBED SOIL _ T -STUD,SHOE, TO 16': 2x6 SYP"2 FOOTING(SEE TYPICAL WALL SECTION) WTT22 W/5/8"0'ALL -� — SHOE»TO-Pa1NDAtIaN fp 16': 2x8 5YP"2 NOTE: MASONRY STEMWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTING- INSTALL ANCHOR BOLT,IF USED,WITHIN 8" OF THREAD(5 1/1" A BEARING WALL ENDS AND WITHIN b"OF POOR OPENINGS IN BEARMs WALLS- SEE TYPICAL CONCRETE SECTIONS FOR EMBEDMENT)(TYP) R£INFORGIN[s AND pIMEN61oNING OF FDO•I'IN[sb- D N �QD•Tie ��}•���. RpD.�j P sTi TYPICAL WALL SECTION sTi SW - SCIA SIS J4 WA L TAi 1/211 = 1'-mtt 1/z" l,�mtr srl Y - C G C Oo OPENING TAI sTl GAE3LE END BJ4LLOON FRAMING DETAIL uz 11-011 1/2 � III-oil 'SWI t SIM S{-IE M WALLS REQUIW MIN da'OVERLAPS Builders APPROVED TRUSS-TO» CONNECTORS W/MR(241 J31x3"NAILS a TOP PLATE SPLICES OR(2) MSTA24'a W/(9)I0d/END,CENTERED ON EACH 8PLICE. 02 gXP CJTLQO _ --- -- --- --- UPLIFTS 7 _,.._-STUD WALL SPECIFICATIONS L •OVERHANGS 16° a 24 S "O/c W/(u H5 ACH, p UPLIFT(LB$J GONNI»CTION STUD ---- -.-- HEADI=R PER STRUCTURAL `+ I RUC SEE f1r Ht-(FT) STUD SCHEDULE CUTLOOKER TO TOP CHORD of GABLE TRU o�urc - ® 'OVERWANCaS 16" Z 24" a 16"O/c W/(2)W5 ®EAC 0-465 [u W5 W/(dJ 8d/l=ND ------ ---- - ------...-_ _._. PLAN OR TRUSS LAYOUT__-- �_.. . ,... _.. _. .--- STRUCTURAL 0-9'-1 I/8" 2x4'•1 �PF� a 16"O/C-. of Jacksvnvllla T —� w NAIL THROUGH APA OR TECO RATED SHEATHING STi STi BLOCK SHEATHING EDGES Ol1TLOOKER TO TDP CHORD OF GABLE TRUSS LE02 (51 loci x I-I/1"/Exp PLAN. 0-10'-1 I/8" Txd•2 SPF-_STUD$-a_I2"O/G__ -- SW## INTO NO,2 OFF FRAMING PER SHEAR WITHIN 4'OP GABLE TRUgg T_ -- /(4)lociOd/x D/EA 2x4•2 SYP STUDS a 12"O/G 0-10ta0Ha W 165 W/TIO)loci ND/EA 0-II'-I I/a" A.PA OR TECO RATED SHEATHING FASTENED t0 WALL TABLE. FASTEN SHEATHING TO FRAMING -- _ 2x6 •2 $PF STUD$ a 16"q/G"TOTOpPL. (2218TA24 U)/(9A0d TEND BUILT-UP OR BOXED COLUMN MAY AT 3"/b" O.G-W/8d NAILS,0-2- /8 2x6 •2 SPP STUDS ea 16"O/G� F1pA?'ilN�s FER SHEAR IUALL TALE FROM BEAM t3 POST A-IAOo w/!I)loci x I-I/1 /SNIT - !BLOCK PANEL t= 8) SHEAR WALL CENTER STRAP a JOINT ugJ�1N_ 4 OR 6x6 1/16"AAA OR 7FG0 RATED IN ADDITION CEN R STRUCTURALP19OI SHEATHING ON ROOF DECK PURLIN BOTTOM ad COMMON • WrrW 8d NAILS AT 4" O.G.AT CHORD OF ALL • NAILING TD TYP-WALL secTION(A/STI t PLAN. USE 4pig 02 SYP gg 5ply 82 SPF 2x4 [•4)•131x3" O0, END APA OR TECO RATEDALL SUPPORTED PANEL TRUSSES WITH Ix4 SPACING 5/STI). WOop•TIE ROP MAY Be BUILT-UP COLUMN I-LO 4x4 N4AIL9 a GH SHEATHING TO MATCH ;k EDGES AND 8"OC, IN FIELD. PRE-ENGINEERED RO SYR DOUBLE STUDS a EACH END USED IN LIEU OF SPECIFIED WOLD- PT•2 SYP 4x4 POST OUTLOOK: TO TOP IE. ROOF SWEATWING -- (6)1-1/4"GALV.ROOFINGS TRUSS OR RAFTER PERPINPICULAR OF SWEAR WALLS DOWN(S)a bW t 84^1 WALLS, USE 5ply •2 SYP 99 5ply 82 SPF 2x6 6550 Roosevelt Blvd. -COLUMNS GREATER GABLE TOIL CHORD Jacksonville, FL 32244 NAILS a EACH SWINCTLI'TO TO TRUSSES s 24" E17GE FIELD I-STORY 2-STORY THAN 10'Qg THOSE Hl11LT-UF'COLUMN IL�J bxb SW O/G W/(3)IOd I WALLS >15'LONG:NONE I)C616 SUPPORTING 2x L-BRACE ON GABLE VERTICALS A5 Tel 904.772 6100 REQ'Dt WALLS < 15'LONG= SPECIFIED BY TRUSS MANUF.(MIN.2x4•2 Fax 904,317-2835 NAILS AT EACH 8W 6 8 TRAP ENGINEERED WOOD TRUS8 - UN.O- HEADER KING BTUpS MAY SERVE (2)SPH4/6/8 W/1/2"0 x PRODUCT: USE PT 02 ' SPF W/6"O/c-131x3"NAILS a MAX 24"O/c). (2)•2 SYP TOP f£. FASTEN W/(2) AS D$L STUDS At THE ENDO OF 4-I/1"EMBED EPDXIED SYP 6x6 POST. IUND- SWEARWALLS ALL tWIEAD 4 3x3x1/S° ON STRUCTURAL PLAN) r GABLE TF~1J53 ROWS loci 12"o/c(UN-OJ MIN 2d" LA SPW4/6/8 a 32"O/c Q$ WASHER WITHIN 3"OF 1 r W Y TRUSS-TO-fe CONNECTOR SEE W/(12)104 IN LAP. WOOD-Tie RODS W/ l2)•2 SPF 7x4� EA CORNER 0 TRUSS SCHEDULE FOR 3"x3"xl/8"WASHER d"o% STUDS/BPW4/6/8. ' I ILD.4x4 FOOT.(3)+2 SpF c0 2x4 -i3 INC T MI CLIP END OF LATERAL BRACT; TO GABLE CONNECTOR (IA4TT22 W/5/8'0 x 5-1/1" 2x4'3+CORNERS DIRECTLY A fR POINT OF GAE3 E T"x.. BOTTOM CHORD WITH(2)H5 CLIPS. F� SWI 3 a EMBED EPDXIED ALL 31^816 POST TO SLAB CONNECTION I BENEATH BEAM WHEN 6x6 1$ N D CM 14WA IN 8' 4 A H EA � Q 11 11 T7=�TO-f�,CONNEGTOJZg OR WO/8 T 32"o/c SF'F STUDS STUDS PER PLAN T� WITH ABU44 OR At31166 W/ I REQ'D. JACEfNr TRlJs W/(3).131x3" GABLE BOTTOM GNORp t0 TOP fP w/MStAIB S d OR $W/3"te TWR1=Ap, u u STRAP W/!7)foci/ENDMcHos 48 o/c OR-131x3"TOE (IZ)164 C IQ"0x4 1/4"EMBED HTTI6 / 5/8"fbc5-1/2" MA) X I S AC LENGTH CONNECTOR �p5 w/3"x3°x1/8" (2)5PW4/6/O W/1/1'0 x 4-I/4' 1)CSI6 EPDXIED ALL TNfi1=AAD QgI EMBED EPDXIED _ NAILS t0 TOP Il; +•3"v/c-STACaCs£ D A5 REQ'D- wASWi=R s 6"o/c 8U71 3 8 EMBED EPDXIED ALL (u NTTI6 !5/a"0 x 5-1/1' ALL THREAD a •2 SYP LEDGER FASTENED 4112/[hl2 W.d 6 0-7' (IJ HSHSWI6,O$MT512 TRAPS x I C b/c 7/16"APA OR TECO RATED SWEATHING W/ad NAILS TASPEp W/3x3x1/8" EMBED EPDXIED ALL �- - --- EAGW Qg TO 16"e/c STUDS w/Jli x3" n 7 7//12 PITC - 4'0% a 6"O.0 ALONG ALL PANEL EDGES AND 8"O,C-IN (2)N5'8 O�Wa'S O� •STRAFPINCi, fE WASHER ' THREAD, �__ _ ALTERNATIVE AS 6AN NAILS a EA STUD II FIELD. BLOCK ALL EDGES(CONTINUE'SHEATWING l� -1'-14' --- - .-..----.---.. ..-- NOTES: BHOLLN ON CTRU65-TO-L1rDGi=R � t0 MIDPOINT OF GABLE BOTTOM CHORD) (U WI6 AN MTS12 CONh1E NIp/0a,CLIPS, I) 5/16" HARD[-PANEL I5 PERMITTED AS SU55TITUTION °'' I STRUCTURAL PLAN. CONNECTOR SPECIFIED APA OR T1;G0 RATED SHEATHING OVER SPF ] 14' SEE PLAN STUDS-ALL EXTERIOR WALL SHEATWIWz SHALL AP'S ANP/OR WOop•trhs BE RODS ARE NOT REQ'D FOR RATED SHEATHING ON EXTERIOR �j BY TRUSS ENGINEER) JAGKB h'AND gHORTER MAY o"O.G.AP.A.RATED SHE=ATHING WITH 8d NAILS WALLS ONLY IF NOTED ON THE STRUCTURAL PLAN, \ ` \ \ \ I d BEAM ABOVE i � USE(d)loci IN LIEU OF AT 6"OAT ALL PANEL EDGES AND 8"Q,C.IN ,s INTERIOR BEARING 2xd•2 SYP LATERAL BRA,GC1=-(3).131x3" � IF FIRST pUTLOGiCER IS MORE tRUOe-TO-IE CONNECTION FIELD(tYP-UN O.) $HEATWING PANELS SHOULD WALLS SUPPORTING 2) OPENINGS IN SWEAR WALL SEGMENTS PERMITTED ONLY \� \ \ ,(✓� I �7/16" A.P.A.DR NAILS STHROUGHLAT BRAGS IN1T0 EAGµ THAN 32",FROM FASCIA,USE [3£ORIENTED PERPINDIGULAR TO fiRAMING ONLY FLOOR LOADS- HOLD DOUN18 IF SWOIIN ON THE FRAMING PLAN REFER TO DETAIL \ \\\ \ I TECO RATED LEDGERt G ( TRUSS BOTTOM CHORD. E3XT£1Jp laJax4'S+FIRST OUTLO R ONLY STUD HALLO WITH BRICK VENEER-� MEMBERS IF EXTERIOR{±INISW IS STUCCO,UNA- FOOTING(SEE TYPICAL WALL SECTION) PER TABLE D/$tl. \ \ \\� FOOTING(SEE FOUNDATION I SHEATHIW.*W/ Ryr 0-116 CQbNrzTIQN')X& w/(51 NAILS w EACH STUD- BRACE t0 FoURTW IN1ERICOR TRUSS- OWOOD O1�L SECURE BRICK VENEERIES e PLAN FOR SIZE) 6"/12"o%6d R1/•0-1 16 2x8 w/!8J NAILS a EACH STUD, II TO WD"O FRAME O TAL 4 TIES+ •2 SYP BOTTOM E W/(2)ROWS OF Emd 3)HTT22 SPECIFIED FOR 5WI MAY BE SUBSTITUTED WITH NAILING - 4 SIDES --u HPAHD22 W/(23Arvd RVO 1242-18621x12 w/02)NAILS a EACH STUD. < 4/12 PITCW a 8'o/c MSTA15 STRAP a 6 0%HORIZONTAL t 3Z"v/c NAILS a I2"o/c,STAGGERED. TY PO f"�•-j OdZ b I /\ /�v 4/12 <7/12 DITCH ■ 6'v/c �' 48"0%Qg.131x3" VERTICAL CH 67 4 f- LT- 5OXED 7 7/12 PITCH, 4'a/c TOE NAILS SHEAR WALL. ASSEME3LY DETAIL ENEAM FR,4i�-111�1G 7�ET,4IL I COLUMN DETAIL TRUSS LEDGE DETAIL 3/d"TIG PLYWOOD - STi R E AIL STI GA5LE END E3RACING DETAIL NAIL SHEATHING t0 BOTTOM if 6"/6"a/c IOd NAILS 4 GLUE 1/z" fl 1'-0" 1/2"�lr-IDu I 1/z"$1'-0" 1"=1'-0u - " t In AND BAND BOARD PER BLIP. W/LIQUID NAIL OR EQUAL. 1/2 2 11-0111 SHEAR WALL EDGE NAILING. (?).131X3" NAILS/TOE-NAILS FROM STRAP ACROSSW1 JOINTS IN /F NAILER TO HDR OR JACK STUD, TRUSS Top CHORD HAND BOARD W/CI>;"ISTA24 USE 48"STRAPS I .O. - _ W/ E IOd NAILS/END SPECIFIED 40" STRAPS WOOD'TIE ROD FROM ABOVE, IF LDOR p£PTH lE? 16° HORIZONTAL 2x4 SPP 42 SECURED TO BEAM VIA WTT16 W/ —�� NAIL SHEATHING TO TDP 1(° (NOT REQ'D WHEN USIAfCx 7 HEADER PER ( � HLOGKING BTILN TRUSS (IaA6d NAILS,MIK PER R£Gt'D SWEAR WALL UIOUp•TI£ RODS) (411Od • KMCa WOOD-TIE ROD THROUGH /.' i BEAM 73 SECURED VIA WOOD-TIE ROD 4 EDGE NAILING SPLANTRUCTURAL II STUD-TO-NEADER� CONT 2x4(MAYBE oh11TT£D IF(U M5tAl8 IS USED .:: I GENTERLINEOF:BEAM W/ - -� (1)WTT16 W/(fSA6d (MAY BE ROTATED EACH END AND FROM BLOCK-TO BLOCK ACROSS EA TRUSS) / -� ' 11t --- ATTACH 2ND FLOOR R FLOOR TO FLOOR TRUSS OR I-JOISTS 3x3x1/8"WASOER t NUT- 180'TO CONCEAL FLANGE) v EACH PLY- \ =� �= LL IST FLOOR STUDS OR FLOOR UPPER FLOOR STUDS TO LOVER led a 6'a/c FROM: . II BEAM W/40" LENGTH(48" IF FLOOR STUDS OR LOWER FLOOR tRiJ00-TO-tE AND APA OR TECO RATED CONT.2x4 TO 2x4FLOORDIEPS 0 3 lE 16")OF CSI C2)•2 SYR TOP fp. SEAM WITH d0"LENGTH GP GS16 fl?-TO-giUD GOhW£ECTOR SHEATHING w/(1)ROW OF BLOCKING 1(1 II II II b7RAp5 a 32"O/C w/(lu 10 FASTEN W/(a)RaU18 104 SCRAPPING w/llulOd/END. SCHEDULE FOR sPIACING ATTACH FIN OF WIND II ad NAILS 3"O.G.AT TOP HORIZONTAL Zx4$FF w1 � V1 u u—a CENTERED ON FLOOR SYSTEM CONNECTOR(SHEE-T STI) TO HDR /NAILER (INTO tE'SJ AND BOTTOM Q� r �- Cl/END (CENTERED ON FLOOR SPF STUDS 12"0%W/MIN.(12)loci N SLS. BLOCKING BTU,N tR1.18S SYSTEM) CV O/ I(4'0/tla WOOD•Tfe RODS a 4'0/0. (INTO HEADER)-NO SPH's LAP(UND-)MIN 24" LAP g@ I/ 2x4 "2 5F'F NAILER II REQUIRED W/UPLIFTS UP RODS a CVO/C l4'a/G* ROOF SHEATHING INTERIOR WALLS)- CONTINUE 8F'F STUDS ALL JACKS TO WE/ADER: JACK AND Kim 9711D0, TO IOOO•/RRUS6, IF TRUSS QUANTITY/SIRE/GRADE/SPECIES AAA OR TECO RACED M$TAIS W/(6JI0d INS QUANTITY PER CALLOUT II UPLIFTS EXCEED 100D! j OF STUD COLUMN SPECIFICATION SHEATHING OVER 5PF STUDS HEADER,(61fod IN1 JACK EACH TRUSS MUST BE STi WOOD BEAM r ON STRUCTURAL SWEET(SI OR ON STRUCTURAL PLAN CONNECTED TO THE CONTINUOUS 2x4 SPF n W/(3J WOOD*TiE BEJ4h'i CONNECTION A —1 52)THROUGH FLOOR SYSTEM TO "2 SYP Pr BOTTOM se w/sPH4/6/8 a I/1',d x 4-I/2"EMBEDMENT WEDGE 11 HEADER SEE$l -131x3"NAILS 7O EACH TRUSS L TE RN,4T IVES S CSI& 32"old OR WOOD•Tter RODS a 6'o/c. ANCHORS O 14EADEEs SE 8W<rEt. " {� FOUNDATION AND ADD(U FLOOR EPDXIED ALL Boll)WINDOW TRUSS TOP CHORD ,/211 = 11-�t1 yl VERTICAL t a 6"0%.131X3 PER PLY ACROSS FLOOR THREADS a 32"v/c W/2x2x1/8" OPTION NAILS t0 INTERMEDIATE SYSTEM(OR WOOp•Tte RODS WASHERS OR WOOD-Tic ROD5 a FASTEN ADJACENT BLOCKING-ADD Cu MSrAIB <1 CONT.TO FOUNDATION). 1/2"OxT"EMBED Ate.w/1"x2"A/8° 4"o/a WOOF-Tle RODS+• FASTEN ADJACFTlTR KiNG5 I KINGS AND JACK$w/(Z) Ill- WASHER AT 32"o%OR 1/2"0 WOOD•Tlee INTERIOR-844EARWALLS ADD AND JACKS W/(2) ROWS, II ROWS OF 104 • 8"O.C. STRAP W/(1)IOd/ENP a EA, <1 7 H££L/ENp VERTICAL SPLICE(CONT,7x4 MAYBE !3)ROWS OF loci NAILS a (, RODS a 6'SE W/SHOT 18110 ® 24"o/c EITHER RD R OHO}PiNG I6d OF 104 a 8"O.G. WOOD-TIE ROD ADJACENT OF TRUSS i OMITTED IF(1)MSTAfa I5 USED cv a rh (IJ ROW OF 104 NAILS m 8" OC.,STAGGERED AS µ V CASE HARD NAILS++ IS"o/c- FROM HLOCK-To BLOCK I` • 4°O.C.STA,GGEREp,I rt 3R • • SHOWN,EA PLY. (� OR 164 CASE WARDS w 18"o/a TO KING STUDS EACH 01DE I/4s r�F ��2x6. ° vi_ ---�l 1 II OF OPENING Z 6'-0" ACROSS EA TRUSS) T • (1)ROUW OF loci RAiLS a 6'OO- • h)s • r STAGC{sERED,WITHIN 3/4"OF ' ALL JACKS TO BOTTROM OPENINGS GREATER THAN TR6"A•PA OR TEc_O RATE STI CENTI=ERLME OF 2x4 • 1 /8 • • / ° ■ IE: 0HP4/6/8 PER J�GK 6'US11 1/1"0 OR 3/8'0 SWEATWING(U/6"/8"a/c ad NAILS • • • : - BLOCK ALL PANEL EDGES. 2 1/2 • t0 (v, FINISH s ANGI{ORS AT 48'O G,OR GRADE 4 6 x I -RMWIA x WI.4 WILE ° 1/400 TAPCONS AT 32" O.G. • • -- t� °:\`': DR FIBERMFSH II • {� ° WATERPROOF I I/21I ■ �`� BARRIER *ALL "ICO CONCRETE MINIMUM 71�J83-TO-f@ CONNECTOR DOUBLE TOP tl?OF WALL • • • �1 2500 PSI COMPRB$51V7= SEE TRUSS SCHEDULE FOR • FOOTINGUOF TO HEAR ON UNDISTURBED SOIL STRENGTH a 28 DAYS.- TINGODr6£E TYPE(DCL A t H/Stu ' " ❑f�.AIUN YES TYR FOUNDATI op NOTE: MASONRY STEMWALL MAY BE U$i=p N LIEU of MONOLITHIC FOOTING- INSTALL ANCHOR BOLTS DETAILS) 11 /� 211 1 /8" W LS. E TIN S"of HEARING WALL ENDS AND WITHIN 8"of POOR OPENINGS IN HEARING STUDS/SHEAR WALL I I/2 SPF OR SYP��(� - CHECKED LAP WALLS. SEE TYPICAL CONCRETE 5EGt10Nb FOR REINFOI�fNG AND DIM EN310NING OF FOOTINGS- BUILT-UP COLUMN SGALE 3/1/0 E TRADITIONAL METAL CONN,F.croias '1 SPF OR SYP Z»c4 PLATT~ NGTS. UP TO 1�'-i I/a" +� $PF OR $YP1x8 ST1 MULTi-STORY TYPICAL WALL. SECTION M BRACING OF TRUSS HEELS BUILT-UP COLUMN BUILT-UP GOLui"iN DATE S/15/fat 1/211 1'-�" sTi TY iC,41 O NING F AMINCA TAI U.N.O. STi (OVER 16" TALL) AT $HEAR WALLS PLATE NGT&. UP TOIT-1I,/$" WE STRUCTURAL FRAMING KANFOR NUMBERofPLIES, FASTEN WALL SHEATHING-To-POST W/MIN ad'a a PLATE HGTS- UP To 212J'-7" JOB NO. STANDARD /z a 1 -0 i�n a I'.,m tl 12"O/G OR GYPSUM-TO-POST W/MIN 5d'a a 4"O/C �t7PICA rL ct1oN5 srut? SQFT, DETAILS QQLUI!N5 ,4ACK-To-K1Na STup MULTIPLE PLY �'O^.�T CONNECTIONS TOP PLATT=MAY BE A°�z$1rMB �jIE�Pd$�.EtL_ (u WOOD-Tie ROD A17JACENT TO STUD POST IF PoRcw 5EAM IS NOTCHED t0 ALLOW PORCH CONVENTIONAL LUMBER(2x8,2x10,2x12,ETC). (1)WOOD-TIE ROD BEAM E BE LET N t0 \\\1\111111111 I//i 1�/i1 ROOF SHEATHING $UPPORTEp EDGE ADJACENT TO EACH Slp1;OF POST IF PORCH BEAM IS WALL PROVIDED THAT(U �-�\� NAILING PER PLAN ENGINEERED LUMBER(LOL,LVL,PSL,ETC-) 2x4 •2 R IDE IS ADDED To EACH SIDE OF PORCH DETAIL TO BE FOLLOWED AT,ALL The 1VOOD•TieAnchoringRodSyatem consist ofvertically oriented''/2"diameter,A307 threaded steel rods 'Q. -rf r c� SEE TRUSS ENGINEERING FOR MAX LOCATIONS WHERE EXtER10R WALL -secured to the foundation via an embedment of not less than G'into 2,500psi concrete with an edge distance hal F rjC',f NO,2 SYP 2x CONT.TO TRUSS t o%SPACING OF BRACING-SEE BEAM 70 SUPPORT TOP fl!. RUNS BETWEEN TO PARALLEL 7RJ155E3, of 2" 3"when Zx6lrarnin is used and secured with Simpson AT Ac Tic=Pie two--part o �' `•Q '�• �_ H.18. '91 FOR ADDITIONAL Tt.U58 PORCH BEAM MAY til NOTCHED ( IN ADDITION,(1)WOOD•Tle ( g ) P rYepoxy, V.I 1/A" MAX OP PLATE w/.131x3" - MAtCH BRACING INFORMATION. AROUND TOP PLATE PROVIDED v` ROD SHOULD BE INSTALLED RO �L�R two part epoxy with equal or higher allowable tension loads for the identical application two-part epoxy.The 0 °:J ti BOTTOM CHORD OF TRUSS EDGE NAILING&PAGING CF (UP TOA 2x12) SHEARWALL SHEATHING THE TOTAL DEPTH OF THE BEAM IS TO EACH SIDE OF PORCH rods,a single,continuous rod i rod TRUSSES PJ segments coupled together,culminate dimelly above the top plate with a _: Y 10 5 9-1/4"UNLESS NOTED ON THE BEAM AND(u MOTA24 3•'x3"xX'or thicker steel washer,fender washer and nut where it secures the plates against vertical movement. a r (EITHER 6"v/c OR 3"o/c)- STRUCTURAL SHEET 61. SHOULD BE ATTACHED t0 r - (u SIDE OF EACH TOP fF_ The nut should be lightened about%to'4 turn past finger-tight. At exterior walls,one JV00D"Tie rod should v r N (��•• SHEATH TRUSS CLOSEST TO Qg Ix4 SYP CONT BRACING be installed at each corner post-on the side of the post with the overlapping upper-roost top plate-at each / .i ,'�T�j (]j 511 INTERIOR WALL w/7/16"APA OR� w/!7)IOd TO£A TRUSS, CENTERED ON THE JOINT. 2X4.2 SPF side ofeach opening and at not mare than six feet on center there ager, At interior walls one WOOD•Tie rod r" Do Not BPLrc£ - ovER,AP It' "t,: •� `��j:W tECp RATED SHEATHING w/ad ®3' LEDGER w/ should be installed at each comer post-on the side of the post with the overlapping upper-most top plate-at �•. r�(� s- j�f l' S( OJT-AT ALL - BLOGESCK AND 12' Z.IN JOINTS MIN(2)TRU58EB (4)-131 X 3" each aide of each opening and at not mon than four feet on center thereafter. Additionally,if no other tis.7 uith• THE FIELD - BLOCK ALL EpG1=5 NAIL POST TO TO EACH hold-down is present,a 1YOOD"Tie rod should be placed at each end of each shear-wall segment if the end of / err ' (MATCH NAIL PATTERN SP1=GIFTED VINYL SOFFIT PORCH HEADER INTERSECTING the segment does not coincide with a comer or opening. two-story wall walls over 11'high,or c 1'^�f�/� ON FOR SHTN'G s sU)BELOW) SWI AND W/(1)ROW OF TRUSS g rY s ertain 1� SLU2 WALLS ONLY. 3/8"APA 2x4"2 SYP TOP le other applications when a single,continuous threaded rod can't N used,a coupler should be used to join two f lI EDGE OF 2x NEED NOT B£ PORCH SI=AM, .131x3 NAILS a 2" MEMBER - J 6WTN'G w/b' SEF or more pieces of rad together to create a continuos path fiom to late to foundator 'The coca ler should be FLUSH W/EDGE OF TOP I!?- PASTER SOFFIT t0 O/C. USE WHEN (3).131x3" P P P p 2x FASCIA OR 1 1x4 NAILER w/(Z)led O/c 6d STRUCTURAL BOTTOM NAILS a low-carbon steel with a cross-sectional area of not less than.20 square inches,ideally 1'/."long X 11/16". OR 8d TO Ix4 SHEET SI FOR CHORDS ON EACH Each rod should be threaded not less than%"into the coupler and the two rods should make contact at or near SHEET SOF FASCIA tHRU, (rj° 1 iA e EA Ib"O/C STUD VER its NAILER 4 2x MINIMUM SIZE. the middle of the coupler and be lightened so as to prevent the movement of the coupler or either tueaded and SOFFIT TO 2x BEE DETAIL A/B FOR STUD DIFFERENT TRUSS DR P Bh p FASTEN R MA6 L A F VENEER FASCIA WEIGHTS ON LEDGER Al exterior walls,APA or TECO rated sheathing,or 5/16"llardi-Panel should be applied to one side of the FASCIA w/ SIDINGS OR FASTENERS MA-'<,m VkTIE " w/ SIZE/SPACING REQUIREMENTS. OPPOSITE TO wall.An additional row of 8d nails(6d with Flardi-Panel)should be placed at 6"o/c into the top plate AASTEN NET O.H. APPv'D FASTENERS MAX a 6"o/a ET O.H. SIDES or BLOCKING- assembly in addition to any other nailing specified for securing the sheathing to the frame, CONNECTORS (SHEATµfNCs t FASTENERS a AT PORC3.M NOT Wilcr-r-44y 1pt WIFIEp 14TH A NOTE WALL. At exterior wall applications where the 1Y170D•TieAnchoring Rods are used to resist roof uplifts and CONNE=GtaRS DER P!_AN MAX 6°o/c- TO-N-VATN PORC"CaILM 'Ix{C0NTH1�Ua�Na Q� 4 12EA L EOR 1(3).131x3" At exterior moments,additional intermediate shear nchor ng arerequired to resist lateral wind loading MAY Ee UWp M CCNixNCTION WrtW E�E6 A VNTL 'TOENAILS•e MILN CLNKi rMTERIAL t2R ExrEPoOR-E APP a'h'PatH OVER a (perpendicular to the wall)and distribute shcar-wall loads(parallel to the wall),.The intermediate shear OEILM4 COAR7 rdILY m RATED FOR TFIL.a�PLtcp.Y_1eNET T b l4 C4Wh 04JC%11Rft FOR Thae BPECIF25 APPIg=12 910 rlaE STUD POST - Ip[y 2x4•2 SFF P05T 1EACH connectors may be either'/}"diameter X 4'/a"embedment threaded/epoxied rods located at or near third-points ����B'��t19]I n•vrc 2x4•2 SPF (BLOCKING TO • ST O Ib"' N (ATTA0W To L•AC4 4tMFMCTNG Ttalee OR 2x PER PLY OF FORD 4 BEAM FOR between TV00D DeAnchonngRo&,but in no case mate than 36"from any two anchor,or Ya"diamcterX Or E94CJKMG u/12J Ind NA484 AND guar BE A-F+LIM TO BLOCKING a 'TOP PLATE CONVENTIONAL LUMBER. 2ply 2x4 1�/;'embedment TapCon anchors or.163"(or larger)diameter X 1 V2"embedment Dower-actuated fasteners, THE� ED �E' alt: o•eAS r RX wA4 02 SPF POST F'ER PLY OF paRGl-I 24"O/C, (OF EXTERIOR located at or near quarter-poinIs between 1YOOWDeAnchoring Rods,but in nu case more than 24"from any rue^ed TALLA IC TO Thad t2•o/�tx4•A5 F•elhraCiM4 BEAM FOR ENGINEERED LUMBER two anchor combinations or!fid case haul nails at not more than 12"o/c. M THE ECF4 ATlcri NBTraAJCTkNe esacrlaTEp wma EXTERIOR TIE aF�cF1c t uTEwaL At each side of the shoe plate joint,any one of the four intermediate shear connectors outlined in the NOTE; GCONT INI,IOIJS 11100D BRAG(NCz wdLl' preceding paragraph may be used to secure the plate and prevent horizontal movement.-The shoo-plate joint THIS INTERIOR SHEAR WALL DETAIL iS INTENDED FOR USE IN AREAS WHERE THE fastener should be located within 6"of the joint. SHEAR WALL RUN$PARALLEL t4 THE TRUSSES, THIS Is AN ALTERNATIVE t0 "' C CONTINUING SHEAR WALL FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK The typical maximum allowable tension load for each unit is 3,000}1 at interior locations exterior locations, IF THE HOUSE IS TIED DOWN UNW2 when installed as designed. STi AL T NAT INTE 10 SI�E/4 WA F AMINE N PORCH A'-1 TO STU CONVENTIONAL STRAPPING,REFER N TRUSS BLOCKING STI TRU55 DRACiNG $ OVERHANG ALTERNATIVES 5T1 WALL DETAIL TO THE SI STRUCTURAL SWEET FOR 5T1 DETAIL 1/x,11 a 1'-Q�" PORCW BEAM CONNECTION 1/2" = 1'-,a" 3/8" - 1'-0" DETAILS. 1/211 = 1'-0u TH15 DOCUMENT 15 AN INSTRUMENT OF STRUCTURAL GENERAL NOTES l FOR OT ER'S SERVICE FOR HERS FOR CON- STOP LATH AND SEE STI FOR VERTICAL, WALL CONNECTION. STRUCTION OF PROJECT STUCCO GORNE AS TITLED BELOW. BEAD I" BELOW 4" GONG SLAB W/ R BARRIER O INFORMATION DERIVED cooc?g ' STOP LATH AND SEE STI FOR VERTICAL WALL CONNECTION. FINISHED FLO OVER , MIL VAPOR BARRIER OVER 4" GONG SLAB W/ 6x6x10II0 WWF SLOPE 3/4" X 12" STUCCO CORNER GLEAN, WELL COMPACTED, CREATED FILL FROM THIS INSTRUMENT 2001 FLORIDA BUILDING CODE (FBC) OVER b MIL VAPOR BARRIER OVERAT GARAGE DOOR BEAD I" BELOW 4" GONG BLAB W/ 6xCox10/10 11JI11F MAY BE USED -- ____ ___ CAN NOT BE USED FOR ASCE 1-98 GLEAN, WELL COMPACTED, TREATED FILLEXP. JOINT FINISHED FLOOAS BRICK LEDG OTHER WORKS UNLESS FSD R CLEAN' MI LI_ COMPACTED, TREATED FILL AUTHORIZED E3Y THE 1991 N05 VARIES -----=-` SLOPE RA - - - --�µ-^.-- _ G D (U 04 RE15AR CONT. 0 HEADER COURSE ENGINEER WITHOUT - - GRASLOPE ---------- -- — ���_T-• _ �� -_� _-- _ 4" GONG SLAB W/ 6XFiXIO/10 WILFARE _ _. - — MIN.D DIMENSIONS p = I � I� �l INFRINGEMENT OF LEGAL OVER � MIL VAPOR BARRIER OVER � -- F GENERAL -- -- CLEAN, WELL COMPACTED, TREATED FILL n 4 '• _ - _II F 4" 1 STORY DIMENSIONS ARE RICxHTS. A,Dest n 1s void after two ears from original date of issue, unless u dated to acts table codes and ractTcea at that time. = IIII=- ____ - r ! c� vii I--1 MIN. DISTANCES 9 y 9 p p p :.. - --��� ��� _-r1- cv _ , _I-� CLEAN COMPACTED -=1(I 1 �' 2 STOR`t' -- _ 5C I TION -- - y 9 y p p _-_-= - I= _ -- •-- - I'I I - - �• ..., __-- - ... ct� � � SAND FILL _ RE DE iZ P „ -J _. . _-- _..' L.... = �� i STORY W/ 2 OR LESS COURSES, EL Po net scale. Use dimensions from the architectural Ian. Notify engineer Immediately If discrepancies are Found between lams. _ - I,I _ i I, I_ •-•.�-.:: - _ � I_ Ail details shall be in accordance with instructions from manufacturer Or designer. - -STORY I - 1 I 0 !C .•• POUR 5TEMWALL SOLID OR U5E 10"x20" FM'G _ -- - - - (2>"5 OR 31'4 CONT2-STORY _ ._ 6 MIL VAPOR D All temporary shoring shall be the responsibility of the Contractor. _ _- _ - - - BARRIER /O BRICK (tYP. VERTICAL REINFORCEMENT). "4 DOWELS -- I I I - - _ -- 1 t i 1=I I a CORNERS 4 4S"o/c THEREAFTER - BEND 2 -- I -- I - FOI,INDAT IQN: _ I STORY - j I- _� I - I:I - ALL DOWELS m TOP BOTTOM,EMBED - I - I I, - W/ ICK III III-= MINIMUM 6" INTO FOOTING /12" INTO SLAB 3 A,This design has been completed In accordance with pertinent standards, recommended deafen soil parameters, and accepted ---III 20" III ---" _ 12° GROUT ALL CELLS W/ REINFORCEMENT) 4 - (I>+'4 GOVT MAX. STEMWALL HEIGHT: (5) - -- W/i/Bt CIC 20"WIIDE tINCLUDING LEDGE)W/(3)P4 OR M05 COURSES HIGH REQUIRE W/O BRICK 16"x8' engineering design procedures, and is based an the best information available at the time of completion. The deafen is (ntenoied 2 `./ I IIII Wio 15RICK 12 WIDE W1(2)04 OR MIS,CONT. S" COURSES WALLS 7 (5) 8" 1 TSO Y FOOTING SITE I..: I u to minimize differential movement resulting from the heaving of expansive soil or settling of subsurface soils. It must be recoginlzed w/lyra OR[2P5 corer. TU�:N E!� DOWN EDGE a-�-`�• ADDITIONAL ANALYSIS a wr t3Rluc sm�°Wi(3)+4 OR!a1'�conk. that Foundation components will undergo movement. Any subsequent owners shall be appraised of the soil condition and advisoed to / W/O BRICK I6"WIpE Wi[31r4 OR[2J'S CONT. 2 $TORY maintain good ract(ces in the Future with regard to surface and subsurface dra(na e, Framing of partitions above floor slabs, and iCJ W1 BRICK a4"WIDE[INCLUID W3 LEDGE)W/!41"4 OR(3)05 REINFORCEMENT. W/O BRICK 20"xi0"W/430"4 OR 3,'05 CONT. g IO g g g p 1� �E A I�I NC� rJ T E I`' D O UJN Wr BRICK a4"xt0"W/lar4 OR!31"5 CANT. Finish work above the Floor slabs, etc. &Design has been based on a non-expansive soil with an allowable soil bearing capacity oF2~psi. Active EFP= 30 poF (Ie9vel backalope). 1 TYPICAL CAL FOUNDATION DETAIL 1 TYPICAL FOUNDATION DETAIL �Backf(ll adjacent to foundation walls shall not be placed until the walls have sufficient strength and have been anchored to tthe floor system above or adequately braced to prevent damage to the wall. E)Refer to the Geotechnical Engineer's report for all soil requirements for this site. P-All foundation pads shall be formed to proper dimensions as indicated on the drawings and centered on column or wall- SEE STI FOR VERTICAL WALL CONNECTION. P The location of Foundation Jogs, steps and top of wall elevations and connections are critical to foundation performance. Thiese items 4" CONG SLAB W/ 6X&XI0/I0 UALF 5 1/2" are shown an the plans but may change during the actual construction_ As a result, this design can not address proper Foundation OVER 6 MIL VAPOR BARRIER OVER • MAX. 2 COURSES 4" LONG SLAB W/ (vx6Xl0/10 IL�UJF 5 i/2" WIDE CONG. SILL TOP At MAIN ABOVE SLAB LEVEL. SEE 5Tl FOR VERTICAL GLEAN, WELL COMPACTED, TERMITE OVER 6 MIL VAPOR BARRIER OVER WALL CONNECTION. Builders canf(guration unless stated specifically on the drawings. TREATED FILL CLEAN, WELL COMPACTED, TREATS FILL STOP LATH AND SLAB St LEVEL. TO GARAGE FLOOR (11"4. CONT. IN SOLID GROUTED T - -- STUCCO CORNER VARIESt MAX 5 1/2" (HEIGHTS 1rXGEEDING GCJNCRE�-� _ -F Z _1Vr, - L� ,-�� �- BEAD I" BELOW WIDTH REQ ADDITIONAL ANALYSIS) U-BLOCK COURSE Fi rstSo u rte VARIES "T j� -- _ _ - FINISHED FLOO 4" CONC SLAB W/ rox(ox10/10 WWF TYPICAL SLAB A..Detail reinforcement in accordance with AGI 315-80 (Revised 1988) C)etalling Manual. Minimum concrete cover for reinforcement �� ^I - _ f = OVER 6 MIL VAPOR BARRIER OVER �fJac�s�nville a .. • - _ , _� I . . shall be as follows: -- — I ._ GLEAN, LL COMPACTED,TREATED FILL TYF•'. VERT. . =IIII - -' _I - — BARRIER RENNF. _ e , nc �� I D 1) Concrete cast against earth 3" - - - - �_ - - _ - _- I --•-•-- ....... _= I I-- I I I I: i !I I _ R -- signCenter ---. _ ==__ '.:._. - I SLOPE TTT I IIII 1 I =� I - g _ �� -- _.... ,� I I,i 1.. --1 ._ I I I -I I ,_I�I VAPOR GRADE _ _ M 2)Formed Concrete exposed to earth or weather 1 1!2 I I ---� I_ _ -"- I -IIII - TYPICAL FOOTING - SEE I/St2 FOR (0550 Roosevelt Blvd. 3) Interior slabs, walls 3/4" _ ( ONT. GLEAN COMPACTED I I I I I 51XE/REINFORCEMENT Id,Minimum compressive design strength OF Concrete used for Foundations and slabs shall be 25"psi ID 25 days. =III �� - SAND FILL Jacksonville,32244 Florida I J I - - onville, F --- C,.RetnForcing steel shall conform to ASTM A615, grade 40. --1 I I I-T D Longitudinal reinforcing in walls and footings shall be Continuous at corners and intersections. Matching corner bars shall be- used. Minimum lap of retnfarcing shall be 40 bar diameters, but not less than 20". - Tel g�4.772-6100 TYPICAL FOUNDATION " E•All concrete operations, including but not limited to mix design, mixing, transporting, placing, reinforcing detailing and placing, curing, DOWN I I = -I I-- - -1 FaX 90431 -2835 and testing shall be done In accordance with the requirements and application of AGI 301-84 (85), "Specifications for Structural Concrete". 5TEF DOWN IMENSIONS A IN. DISTANCES I I � I ^.. '- 11 NON- LOAD 5E,4i�iNC� .� TURNED DOI,UN EDGE Wo NON- LOAD 2 FOUNDATION ,4T C-c�,iz,4C�E 2 FOUNDATION ,4T C�A�'AC�E A,Framing lumber shall be as follows or better: 2 x Rafters/Beams/Joists "2 SYP 19% M.G. I-Joists Provided by TrusJolst, or equivalent. Engineered Beams Provided by TrusJoist, or equivalent. 4" GONG 5LAB W/ 6x�oXlO/10 WILE OVER 6 MIL VAPOR BARRIER OVER OVERLAP 5LAB RECESS SLAB 3/4" FOR Plates "2 SYP 19% M.G. CLEAN, WELL COMPACTED, TERMITE HEADER BLOCK OR Studs "2 SPF 19% M.C. •- Typical - Unless Noted Otherwise TREATED FILL 2" _ I I/2° THRESHOLD Stud Grade SPF Ica% M.G. (2x4 up to 8'-1 1/8", one story residence only except partially enclosed structures) STEP 4 CAST STEP DOUJN 1-I/2" OUTSIDE AGE of 1/411 (FROM 9L All nails shall be type NC420n4n- unless noted otherwise. Options to using Common nails are as follows. 12 d=10d=0.131"x3" Gun Nails ____ _ ____ --�-----_._._.__._._-_..--•_-- VARIES .. • _ RECESS SLA5 3/ OR Sd=0.099"x2 1/4" Screw/Glue Shank Gun Nails (provided that the o/c spacing 1s reduced by 1/3. I.E.: 8d a 6"/12"o/c becomes 1~ - �V - � -- •. •• 4 CONC 5LAB W/ 6X6X10/10 WWF OVER ra MIL VAPOR BARRIER OVER 0599"x2 I/4" 4"/8"o/C.) _ - I I ' -1 TVP. SLAB GLEAN,WELL COMPACTED, TREATED FILL LI-1 -I I I1. ,I� - -- -_ TYP. 5LAB UAtere not otherwise shown an laps, all Hellin or screwing shall be as indicated to the current Florida Building Code, ASCE 7-g8, -�T-_� --_�_-_ir -IIII` --IIII- -:11-1 _ I 1i -__----F _ J C- p 9 9 .•---. - - - - --- ;I �. and/or N991 NDS - _ .-__. ..•. .. :•._� ..�•,: ,�• ��-._��- ^_-- -W� _ II = II111 -- _M�� referenced above. All sheathing must be nailed or screwed 4 adhesives SHALL NOT be used in place of nailing. -i I -IIII= CLEAN COMPACTED -- _ _ _ . _ ._ — DMetal connectors to be provided b 51MP50N. Alternate connecters w/ equivalent or higher allowable loads maybe used in lieu of - __- -- T ISI i TYPICAL FOOTING I TYPICAL FOOTING SEE 5T2 FOR p y q g I- I - SEE I/5T2 SAND FILL -- -- S12ElREINFORc1rMEN specified components. III=IIII LI;II I =. I - I_. -= I R -_.'I I'- I I- 1 - _ - 21"4 CONT. - I-STORY I I I ---IIII FOR SIZE/ E,All exterior walla to be sheathed with min. 1/16" 0.58. with 8d 6" oz. along panel edges, 12" o.c. in field (8" with partially encclosed I I I IIII T=-- I I (2 5 OR(3)04 DONT.FOR 1 I _- - I_ I'I I' REINFORCEMENT III=11I I = p _ structures), except as noted on Structural plan. II I = 16 I 2-STORY TYPICAL FOUNDATION P Engineered com oriets (trusses, i- dist, etc.) shall be installed per manufacturers specifications 4 directios. = I STORY _ IIII _ _ g p J p p - 6• All permanent bracing of trusses with continuous lateral braces shall be diagonally braced per H15-91 spaced not more than 1,16 feet oz. and 20" _, i •. •-,'I t I � not more than 4' from and Of Continuous lateral brace. 2 STORY �' 12 INTEI�IOf� 1=3E FOUND, AT S.C .D. FOUND. AT S.C .D. II A_Detail, Fabricate, and erect steel according to AISG g STEMWALL STEP DOWN 3 3 —tl "Specification For the Design, Fabrication, and Erection of Structural Steel Buildings", 9th edition. 1�J<--. ft5tructural steel shall be: Except as below ASTM A36 Pipe ASTM A53, type E or 5, Gr. B d" CoNG SLAB W/ 6XroX10/10 WIUF HOLD HDR ELIC OVER 9, MIL VAPOR BARRIER OVER TO OUTSIDE II Tube ASTM A500 MARBLE BILL ---ll G•,All bolts shall be A301 unless Hated otherwise. GLEAN, WELL COMPACTED, TERMITE I I/2" IIII IIII CO-All welding shall be by a certiFled welder. TREATED FILL iL�� TVP. 5LAB 1-I/2" 5" MAY VARY TILE HAND TOOL ALL CONTROL JOINT „ LLF (SEE FOUNDATION TOOL 1" DEEP WHILE CONCRETE 4 GONC SLAB W/ roX�oXl RIE lA1O P, MA°.QNRYr 15 WORKABLE Ll CLER , MIL VAPOR BARRIER OVER _ -�- PLAN) CLEAN, LL COMPACTED,TREATED FILL A..Concrete block shall have a minimum compressive strength, F'm of 6"p9 Masonry shall be laid up using type 5 mortar only. IWI I- -IIII=IIII W1= ILL_ 11 1 An masonry In Contact with earth shall be routed full. Grout aha 11 have a minimum compressive strength of 3000 pot. �---------- T___ _ ! _ Any y 9 IL All concrete masonry operations, shall be done in accordance with the provisions of the latest applicable recommendations of the7, ACI - ---II - rt ACI Manual of Standard Practice. _ - - -L• W I ^ I' 9 �� f fw � i I I I_ I--V1.. -_ _ ! • )I I = I T I -- ,� _ TYPICAL FOOTINCs - SEE 1/sT2 C.La all vertical relnforcin a minimum of 20 . D.Pravfde horizontal Joint reinforcing at 16" a.c. vertically. Reinforcing wire shall conform to ASTM A52 and ASTM AI6-1 TYPE 304. _-_ - 1 I 1 - -- R SIZE/REINFORGEME ==IIII= TYPICAL FOUNDATION M11J SUNKEN SHOWER DETAIL 13 9 CONTROL JOINT FOUND. AT D001c' SILL 4 FOUND, AT DOOM SILL DRAWN BAM,RW CHECKED LAP STANDARD FOUNDATION DETAILS SCALE NOTED DATE 1/11/02 JOB NO. STANDARD I" AIR SPACE (1)04 x 2'-0" OVER 8"xs" CHASE IN TR�i$S DETAILS •FLASHING MUST PASS THROUGH BRICK VENEER A LEVEL BELOW F T���T�y4T- �- `~ ►, CONC. BLOCK STEM � � �1�• �,, EXTEND FLASHING BELOW SHOE PLATE - WALL. P . {u�, /� } r GROUT SOLID GRADE F U Y9�.�I 1. I o y� Note- C__ EXTERIOR WALLS HAVE THE EXTERIOR METAL OR PLASTIC 1 1 i SHEATHING FLUSH WITH THE FOUNDATION. (POLY)FLASHINcs AROUND PIPE GROUT SOLID '[ •T ''� 1 �i. PULL ALL INTERIOR WALL DIMENSIONS ___ 'C 1 FROM OUTER EDGE 5LAE3. WEEP HOLES a 48" O/C �• GLEAN COMPACTED AROUND PIPE C`r° SAND FILL .I. I _ III W O O d vertical c O n 5 t r u O t ® 3/4 (NOM.) STUCCO OVER LATH 4 PAPER 1 Z 8" MIN. - DEEPEN � FOOTING � CHASE TYPICAL FOUNDATION -III--' •,:�::,:. :�,•.•s I - TYPICALFOR SI FOOTING SEE ��. •�`� P ,•♦aa'� � _ shown atop FoundationI/4 GAP BETWEEN SHEATHING 4 CONCRETE R "ter LOCATION A5 REQ D TO PROVIDE PROPER Ii jk P FOOTING DEPTH. III-III- III--I details �'®r clarity, uuc»®I, _ GRADE - (1 �TUGCO STOP •N4L �r�u., icF Or other 5tructura I UTILITY GH,45E LIGHT COAT MASONRY "DRESSING" 70 FILL FILL VOID BETWEEN ERIC UTILITY CHASE � BLOCK V0105 AND/OR HONEYCOMBS VENEER 4 FOUNDATION! i TAR OR Vertical cOn5tructIOn GROUT,FILWALL L SOLID FROM FOOTING To UNDERSIDE OF FLAN - S T I For FLASHINCa `' �_� (acceptable sem s ci FicS. 15 STUCCO DETAIL 14 5RICK DETAIL MONOLITHIC FOUNDATION DETAILS STEM WALL FOUNDATION DETAILS SHEET THESE DETAILS ARE INTERCHANGEABLE WITH THE THESE DETAILS ARE INTERCHANGEABLE WITH THE GT2 STUCCO ADDENDUM EBRICfC ADDENDUM STEM WALLS FOUNDATION DETAILS. MONOLITHIC FOUNDATION DETAILS OF - SHEETS HABITAT FOR HUMANITY OF THE JACKSONVILLE B _ ��CHES IM 1671 FRANCIS AVENUE ATLANTIC BEACH , FL 32233 HABITAT FOR (904) 241 -1222 HUMANITY OF FAX: (904) 241 -4310 THE JACKSONVILLE BEACHES BUILDING CODE SUMMARY 2 STORY , 3 BEDROOM DUPL, EX 1671 FRANCIS AVENUE ATLANTIC BEACH, FL 32233 CODE ENFORCEMENT JURISDICTION : DUVAL COUNTY (904) 241-1222 1116 11118 SCHEIDEL COURT FAX: (904) 241-4310 ZONING CODE: THE PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS ATLANTIC BEACH, FLORIDA 32233 � OF CHAPTER 656, ZONING CODE FOR RESIDENTIAL DISTRICTS , INCLUDING MAXIMUM DUVAL COUNTY BUILDING HEIGHT OF THIRTY FIVE FEET (35'-0"). ZONING CLASSIFICATION : - DRAWING INDEX WIND ZONE: 120 MPH (WIND-BORNE DEBRIS) — - FLORIDA BUILDING CODE: 2001 EDITION Al - TITLE SHEET , DRAWING INDEX ,. 'G 'EN `. NOTES 2 STORY , FLORIDA BUILDING CODE - PLUMBING: 2001 EDITION 3 BED FLORIDA BUILDING CODE = MECHANICAL: 2001 EDIT NDON A2- FOUNDATION PLAN FLORIDA BUILDING CODE FUEL GAS 2001 EDITIO A3- FIRST FLOOR PLANDUPLEX NATIONAL ELECTRICAL CODE: 2000 EDITION FLORIDA FIRE PREVENTION CODE: 2001 EDITION A4- SECOND FLOOR PLAN � 5 OCCUPANCY CLASSIFICATION : RESIDENTIAL A5- ELEVATIONS � -- `--------- - --; A6- ELEVATIONS2005 111611118 SCHEIDEL COURT CONSTRUCTION TYPE: TYPE VI (UP) A7� �U ROOF PLAN ATLANTIC BEACH, FL SPRINKLED: NO �v - - 32233 FIRE DISTRICT: NO A8- ROOF DETAILS --��--- DUVAL COUNTY BUILDING HEIGHT- Ag- WALL SECTION AND DETAILS APPROXIMATE HEIGHT AFG: 17'-0" A10- FIRST FLOOR ELECTRICAL PLAN MEAN ROOF HEIGHT: 12'-1 " BUILDING AREA (TYPICAL OF TWO)- All - SECOND FLOOR ELECTRICAL PLAN TITLE SHEET, INDEX OF FIRST FLOOR A/C: 614 SQ FT. ��i�' DRAW NDS, SECOND FLOOR A/C: 602 SQ FT. TOTAL A/C: 1 ,216 SQ FT. GENERAL GARAGE: N/A NOTES LANAI : N/A ENTRY: N/A. STORAGE : 26 SQ FT. �a-rE: � a� 2i2oo5 'APPROVED DRAWN BY: LAT TOTAL UNDER ROOF: 1 ,242 SQ FT. ° BWL�NOF `G ATLANTIC --- - NOV 3 0 2004 LOT AREA: * THIS BUILDING IS A TOWNHOME SOLD AS "FEE SIMPLE" UNITS. BUILDING COMPLIES WITH THE SEPARATION REQUIREMENTS SET FORTH IN FBC 2001 - 704.4 �°` ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, RINIM _......__--__- - HABITAT FOR ....... ........ ........ .... ...................................... i e r ................ ... ....... ..........................._...... ..............._...............- _........a..,. .......... _................ _.....m...... .,<... HUMANITY......... . ... ............. .................. .............. ... ................... ...... ...... ... .. ,. ... E ............ ............. .............. E THE ...... ..... ........................................ ...................................... _ .............. { a f JACKSONVILLE ....................................... BEACHES-------------- 0. .... ... .......... ' ........................................................................... .................................................................................................................................. i ............ ..................................................................................................... ... - .......................---------------------------..........................--------...........,................... 1671 FRANCIS AVENUE ATLANTIC BEACH, FL 32233.................................................................................................................................................................................................................................................... i I .................................... ...................... w .............. (904) 241 W1222 { 1 .... N . ................... FAX ( 0 ) 241 4310 : : I i { : , e• .. .�....•.•,,.,•,.......... : .. •....... r .... , f i � E 2 STORY ------- , r BECK r.... ...... x { E i DUPLEX ........................... ................... ................... ................................... ................... ........................... ............................ ti �zy W _... .... . ] .......... ....................... CIO , x, ( ,' 1116 / 1118 SCHEIDEL COURT , ATLANTIC BEACH, FL I 32233 DUVAL COUNTY 1 f i .. ' ....... ..... ....... ...... ...... ....... ....... .... ....... 3 ( ...... ...... ...... ....... ...... ...... ....... ...... ....... ....... ....... ...... ...... ...... ...... ,...... ....... ...... ....--. ....... ...... ...... ....... 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'ri'm"9tiKS n:xkkk ttk:`-IF:::-r•s ...] .. ..... ... ...... .m.—.•..x. ...H iii DATE: 10/12/2005 . k.i,. ............: .<x.if„,i ew..... , ...si{4,G,,,..c..•,k k .... ..,.s Cs.<..�Sb kkk{.Ss{#2F�' >:'FFFFFFF K:'d'. "'S.....:::...........• �xkikksk.kG m~ :EkE ... :....:.,:...i'5913�1Y}:K' F DRAWN BY: LAT `F. y,. aM. i w •"�,. ,' III Ad r ( A s� _A6* HABITAT F .... Y HUMANITY OF ENTRY RICHT „ ?. STORY 3 8�[7Rt;t7M MC;f.3El.. ENTRY LEFT 7 STORY 3 BEDROOM MC)O�:L. 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( It 10'-0., ,O 9'— 10" E S € 2. r:,:; a .: } , r „ I 2�i —iJ„ I ............................................................................................................._........................................................................................................................................ SECOND _ II: 7 ( E FLOOR PLAN r ik-AIN D,1N . ,. �,���F::.... f" 2x,3 0 16' 0(:, DECK W/ � 40'-•-0„ � v ,* E c. sy,..,.. ,,. _ .. - .R, f if ,y D , YP n....uy' f ..✓.. .a i ti.I�'f i:t�.:..i-,,� ...t 3�,. . 1.r;i.:.. t':.�.?t..I i",�..:..,f �,3"f�Z t.a EE..+ ;T)("j ................................ ............................................. ..................... ..................... ...................................�............._........ I i 1 i DATE: 10/12/2005 >> i4 DRAWN BY: LAT f I :i I r b � R i k . ............ . . . .............. ....... HABITAT FOR ..................... .. .... ............... ......... . ...... . .. . ............... ... ........ ..........- ........ .......... ............... ......... ....... ............ .............. ..... ............ ...... ........... ................. ............. .. .. ....... ......... ............. ......... .... . ............................ HUMANITY OF rLINETHE ,v INY1 JACKSONVILLE z., . BEACHES `- v .( p ........ 1671 FRANCIS AVENUE ATLANTIC BEACH, FL __._.._............... ............................................. 32233 I; U [tel (904) 241-1222 FAX: (904) 241-4310 OEI} • ...................................... ........... 6.j ................-3. ....... i ......... .... ---------------------------- I •,\ �� < ♦ ` t � l •� 2 STORY , 3 BED L ,f� DUPLEX 2 STORY 3 BEDROOM MODEL - ENTRY LEFT 2 STORY 3 BEDROOM MODEL ENTRY RIGHT 1116 / 1118 SCHEIDEL COURT .... ,•, ATLANTIC BEACH, FL 32233 DUVAL COUNTY . 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'> ATLANTIC BEACH, FL ..............• J 32233 0 (904) 241-1222 FAX: 0 ........................._..I ( ) 241-431 904 k I ' � E i f " tik .........'.E `.:'............ ............... . .............. r,......... �...............�..... \ ...... ...... ..... T .. .. ; \� k : 's I ...,...,,. v t ................... t � if 2 STORY , 3 BED DUPLEX 2 STORY 3 BEDROOM MODEL :ENTRY LEFT 2 STORY BEDROOM MODEL ENTRY RIGHT T 1116 / 1118 SCHEIDEL COURT f € € ATLANTIC C FL R ,.....................W f ��:.:,.............., ,i TIC BEA H, 32233 I DUVAL COUNTY ........... ................. . ..... .. ...... ............................... i r........_................. � f E E F 1 F y. ' .. �. _...._ . � -..................................-.... .................................. .......................................................................... ........................... Vt , .�...... .. ........................... REAR AND ................................ ...................................... 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DATE: 10/12/2005 ...... .. e.• DRAWN BY: LAT ,116 1116 //1 r r r i i HABITAT FOR HUMANITY OF THE Z STORY 125 BEDROOM MODEL - EN RY LEFT 2 STORY .3 BEDROOMMODEL - ENTRY RIGHT JACKSONVILLE ---- ------- 2 1671 FRANCIS AVENUE ATLANTIC BEACH, FL 32233 ............ ........................._..............._-""........_.. ................._...--.......__................... ..................._.................._..._...... ............_........._.....-......"--"-"""............--"""-......................................................................................................................._____ ...................................._ ...... ---- - - (904) 241-1222 FAX: (904) 2414310 I .. ....................... .............. 4. i 3 i _.... . - I _ 04 8 , sd. 'A, zo 2STORY i3 BED .....................) 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PLAN r _.... .......... . . ....... .......... . .....f�..... .......... ...... p, e � . 1 � : : : I � L � _.-_. _-� �.,� € 4. ..._._ �_-_- ...__ �.�.�< 4 . , 1 4 . . ,,� DATE: 10/12/2005 , DRAWN BY: LAT ilk 1 1 TH15 DOCUMENT IS AN W INSTRUMENT OP ENGINEER'S SERVICE UW FOR OTHERS FOR CON- 11l = STRUCTiON OF PROJECT SW (2rlxro-I/3 SW SW SW (2)2x&-1/3 6W lu N tk AS TITLED PELOW. 1, - z z m INFORMATION DERIVED r, .. �7 Q L 71 FROM THIS INSTRUMENT JU h - D Z U CAN NOT BE USED FOR ''a@P W LU W OTHER WORKS UNLESS N :3 AUTHORIZED BY THE ' - - f b I - , - �L ENGINEER WITHOUT i i I I I I, U 4 (' � p INFRINGEMENT OF LEGAL ll I a L I Il U ( IL UJ RIGHTS. IL--- ' �o 01 I __�I w t� 2x4 n SPF 1 I I ' 2x4 "2 5PF N ti _ 0 w W O 2x4 n 5PF a a p 2x4 n 5PF z 0 RE DESCRIPTION STUDS 12" I ' STUDS Q 12" `) d m- STUDS 0 I2" STUDS g 12" Ili N , 5 1 O/C. O/G. i i O/C. O/C. tQX F- cn i5 )- :z 2 - 1 ILI r------ d C4 F 2 STORY MODEL 2�TORY MODEL LU 3 - ENTRY RIGHT' ENTRY RIGHT ppm 4 - (X j �� @U tOdN JU Z(D'-(1J" -- () O -A C ! W UILI 0 1 � Z F- ST2 5T2 Z 2x4 02 SPF 2x4 02 SPF cn [L p u '� x FSTUDS im 12" STUDS 19 12" 1L1 11, () u1 ' F_ - - - -I r - _ - - -I - O/C. O/C. LLI �j 1 H Y * Builders o I I 2x4 n SPF 2x4 "'2 5PF z ° Fi rstSo u rce I STUDS m 12" ry (1) H5 w EACH FLOOR TRUSS (1) H5 m EACH FLOOR TRU55 STUDS 6 12" Q z X Ul O/C. TO TOP fE. FULL DEPTH TO TOP fE. FULL DEPTH O/C, -1 p U p z lY a t J a c h s o n v J r e -- �- BLOCKING BETWEEN FLOOR BLOCKING BETWEEN FLOOR � =1 � _� z JOISTS AT WALL. JOISTS AT WALL. Ip G G n - - - - - - -- - - - - - - - - 7 - - - - _ _ _ t T - - - _ -I 3 I 1 I 8/I0 I I 8/10 m [OA CL S T2 I I 5T2 co IW15 1, 4r rr ' 6550 Roosevelt Blvd. _ .5W 5W - (2)MT512'S OR(2) 5W (2)MT512 5 OR (z) 5W 5W - !�l Jacksonville, FL 32244 - MSTA24 S 10 F09 MSTA24 S 0 F09 L- I _ (2)MT512'5 OR (2) - _ � � --- --------- ----J � x m O) Te19D4.772-6100 10'- " 3'-5" 2 1" 3'-21 -22I3 -510 6 To 2ply 2x4 V To 2ply 2x4 n (2)MT'512 5 OR (2) "� x Fax 904.317-2835 00 01 .10 10 MSTA24'S a FII TO 2ply SPF POST w/ (1) 5PF P05T w/ (1) MSTA24'S +6D FIl TO 2plyy2x4 n 5PF POST w/ (U WOOD•Tle ROD. WOODoTIe ROD. 2x4 n SPF P05T w/ ll)U00D•Tle ROD. WO©D#TIe ROD, L I _ - - _ , I 2 1�T FL.00R STRUCTURAL PLAN � � � .t 44 44 v 12 F WI I r � _ _ � lz I 51 3/Ira II = 1r-0Ir L N w �_ _ - - 5T2 A I- _ _ - - J i 1 i L _ - - - i -�\I --�I`- r4 SW SW SW 1 ( L - - - - 1 F_ - - J I I 1 1 I I 111 ul 1 1 3_0r lo4 3'-04 ---- I I I I I *____�• L, -- ---------� I I 4" GONG. SLAB 12 I I I 12 4" CONC. SLA5 I I (2)MT512'S OR (2) (2)MTSI2'S OR (2) (2)i•�1TSITS OR (2) (2)t"1T512'S OR (2J ' ST2 REINFORCED W/ I I REINFORCED W/ 1 MSTA24'5 w T01 TO M5TA24'S m TO1 TO M8TA24'S T01 TO MraTA 24 5 T01 TO Q . 1 EITHER 6x6 10/10 ST2 572 EITHER 6x6 10/10 ST2 I g TOP fE w/ (I) TOP fE w/ (U TOP fE: w/(I) TOP IE w/(I) � 1 - 1 I 1 WOOD#Tte ROD. WOOD*Tie ROD. WoOD�TIs ROD. W©OD'Tte ROD. VI p VI u It I �` U1UA 1 OR FIBERMESH I I UAU`1 OR FIBER 1E51 t , S en I I ON 6 MIL VAPOR I I (2 ON 6 MIL VAPOR I °; V rp ev X 0 of - BARRIER, OVER BARRIER OVER 41 V c. 1 I S/IO TERMITE TREATED, , ST2 t1AR!-LITE TREATED, g/10 I 1 cy V - f' I ST2 CLEAN, I I CLEAN, ST2 I 1 r r I COMPACTED FILL. I I I COMPACTED FILL. 1 1 I cli vl u u _ j � _ _ _ __ _ _ _ _ _ _ J 1 0 a CONVENTIONALLY STRAP ALL SECOND X ° ° X' o FLOOR ROOF v N v s LLIl I I I I N n -� I, y -- l i r n BEARING WALLS TO m •A x I I ' l l m b I 1 II I II I II BEAMS / HEADERS �I II 11 L - - -J ST2 1 i ST2 I I I I I I I I Il I�II 0 �-U -4 ST2 STZ �� =� I I r'-- �� BELOIU PER DETAIL m i B/STi. VI O O W m O I ' I I X VI U IN_r ------ -- �_ ' V � 0 Q X - cl) ,I-_7 r--F- ILI V 0 w 2'-6r �'-0" 12'-b" 12'-b" 5�'-0" 2'-64 - i iX; i iX, --- 0 O U O L- J 111 Z tD cl) - U _p L -z) 20-0 (2)MTSITS OR (z)MT512'5 OR U W � tKK (2)MSTA24'S a (2)MSTA24'S s z 1Y T01A TO 2ply T01A TO 2p1y Q pr Q , Q u_ ww�hh (2)MT512'S OR (2) 2x4 +'2 SPF 2x4 °2 5PF (2)MT512'S OR (2) 141 MSTA24'5 0 T01A TO POST w/ (2) 48" P05T w/ (2)48" M„^-TA24'5 a T01A TO d) Q � 2ply 2x4 n SPF POST CSl6'S m BASE C51ro'5 19 BAST= 2pliy 2x4 n SPF POST M z w w/ (2) 48" C51ro'5 w TO HDR TO HDR a/ (2)48" C51b'6 � LILZ Y_ 11 BASE TO HDR BELOW. BELOW. BELOW_ BASE TO HDR BELOW. M 4 M FOUNDATiON FLAN R F r.- E ; V F D � z � � DRAWN WDB 51 3/16 n _ 1 _on SW SW SW CI- BCH O 0 CHECKED LAP NOV 1 1 2005 p SCALE 3/16 2ND FI.._.00R STRUCTURAL. FLAN DATE ra-20-05 3 ST R CTURAL ENGINEERING FOR USE WITH JOB NO. J118865 I'y/�II BY: �J RU 5E5 BY BUILDERS FIRST SOURCE_ SQFT_ , .2-432%2484 END ZONE PRESSURES A oo s i',l% _> END-ZONE COMPONENTS �/ Q •, a ` COMPONENTS 4 CLADDING PRESSURES - IN PeF COMPONENTS 4 CLADDIWs PRESSURES(IN PSP)FOR GARAGE DOORS WITH ONE END Up TO 5' INTO AN END ZONE_(ALL PRESSURES NEGATIVE,EXCEPT AS NOTED) „ CLADDING PRESSURES APPLY T. �'G IND-ZoNEs 11"ITERIOR-ZONES 3 _5 " - TO WINDOWS DOORS IN ca n � AREA LENGTH(IN FEET)OF DOOR INTO END TONE POSITIVE d1 ayv F F+>1ine, PE7.y (sf) P05.(•)NEG_(-) POB.(*)NEG.(-J DOOR s1xE 1 2 3 4 5 Is5URE -' HIGHLIGHTED AREAS _ TYP. 1. ;, m : icfe. I I gii herr 0-20 of 4-1.6 59.9 4-1.6 F70.-1 W-0" X-1'-m° I -48.1 -48.9 -495 -502 *43.� THE X DIMENSION ILLUSTRATES ; -, i r LGR SGL DOORS 20-50 er 46.1 561.8 46.1 49_I THE MEA5UREMENT OFF THE .. ►- 4 ,; 50-100 or 43.-1 52.2 43.1 46.8 ib'-0"x r-0" -455 -45.1 -45.9 -462 -46.4 +42.1 CORNER OF CORNER OF THE HOUSE WHERE �� °� ,•' di LGR DC3L DOORS w /�e' it out g PAD FOOTINGS UP TO 30"x30" SHOWN AT THE FOUNDATION-EDGE MAY BE OMITTED IF A STEM-•WALL FOUNDATION 15 USED IN LIEU OF A MONOLITHIC FOUNDATION. PAD FOOTINGS LARGER THAN 30"x30" ARE REQUIRED WITH EITHER A STEM-WALL OR MONOLITHC > 100 of 42.1 49.1 42.1 452 [DOORS WITH soTN END$TIN AN END ZONE MUST USE PULL END HOUSE ENO-ZONE (NOT INT-ZONE) � /'11otkJc lcsurtviM,p4 k FOUNDATION. ADDITIONALLY, WHEN A PAD FOOTING 15 REQUIRED WITH A STEM WALL FOUNDATION (Il_' 30"x30"), IT NEED ONLY P3E PLACED EITHER 6ELOW-GRADE FOOTING OR IN THE SLAB, BUT NOT IN BOTH LOCATIONS UNLE55 SPECIFICALLY NOTED AS SUCH. EXP.G,120mph,Pr51Ce,55GCpr,z TO 30' ZONE PRi O&URES FROM CAC TA51-5 (TYP) PRESSURES SHOULD BE USED. CA r�r,r� ��OBs�434. WOOD*Tie LEGEND PLAN NOTES CONNECTIONS NOTE THAT CERTAIN WOOD*Tie RODS MAY BE DELETED FROM THIS PROJECT BASED ON THE FOLLOWING: NON-LOAD BEARING WALLS T I) SEE SHEETS STI AND 5T2 FOR ADDITIONAL STRUCTURAL NOTES AND CONNECTOR 1"fETHOD OF ATTACHMENT MSTA SERIES STRAPS CANNOT BE TWISTED. THAT ARE NOT A SHEAR-WALL DO NOT REQUIRE WOOD•Tle ROD INSTALLATION. WALL5 THAT HAVE BECOME LOAD BEARING OR EXISTING (2) 2x6-1 / 2 HEADER/BEAM CALL-OUT DETAILS. M5TA18 (14) I0d Gommon5/Total. THEY MAY BE APPLIED FLAT AND/OR BENT SHEET LOAD BEARING WALLS WITH ADDITIONAL LOADING MUST HAVE WOOD*Tie RODS INSTALLED AS FOLLOWS: 2) THIS DRAWING CONTAINS SPECIFIC INFORMATION, INCLUDING BUT NOT M5TA24 (16) I0d GommorlslTotaI, TO CONFORM/ACCOMMODATE REQUIRED NUMBER OF KING STUDS EACH SIDE OF OPENING LIMITED TO ARCHITECTURAL ELEMENTS AND DIMENSIONS, THAT IS APPLICATIONS, BUT THEY MUST NOT BE O/C WOO *Tie O TOLERANCES M5T48 !48) l0dxl-I/2 /Total, ROOF Truss l.Ifi�LIFT (L�S) WOOD"Tis ROp(S) NUMBER OF JACK STUDS EACH SIDE OF OPENING PROVIDED BY OTHERS. BUILDERS FIRST SOURCE OF JACKSONVILLE, INC TWISTED. USE MTS- or NTS-SERIES "TWISTED GSIh (28) Sd or (22) l0d Commons/Total. EXTERIOR SIZE OF HEADER MATERIAL DESIGN CENTER (BFSDG) IS NOT RESPONSIBLE FOR THE ACCURACY OF SPH4/6/8 (12) lOcIA-1/2 . STRAPS" AT APPLICATIONS WHERE TWISTED -TOLERANCES NOT NUMBER OF PLIES IN HEADER THIS INFORMATION PROVIDED BY ANY OTHER SOURCE_ �-1000 RODlS) � 4' OIG (INTERIOR) OR 6' O/C (EXTERIOR). 1'1001-2016 ADD (1) ROD ADJACENT TO TRUSS. SHOULD NOT STRAPS ARE REQUIRED. 3'_0�� X 3'_0�� OVERRIDE ALL EXTERIOR HEADERS (2)2x6-1/1 UNLESS NOTED OTHERUJISE 3) ALL REQ'D BEARING LENCsTHS SHOWN ON TJ-BEAM SOFTWARE OUTPUT MTS12 !14) l0d Commons or 10dx1-1/2"/Total. of "201 GREATER CONSULT DESIGN CENTER > WOOD*TIE HAVE BEEN CONSIDERED IN THE DESIGN OF THIS STRUCTURE THROUGH A HT620 (20) 10c1 Commons or (24) 106x1-1/2"/Total. INTERIOR ALL INTERIOR HEADERS (2)2x6-1/I UNLESS NOTED OTHERWISE DESIGN BEARING VALUE ADJUSTMENT AND/OR THE ADDITION OF BEARING LGT2 (14) 16d 5lnkers/Each to Truss and Stud Column. GUIDELINES ������ ���-p-� XI OUTLINED PROPERLY RATED OPEN WEB TRUSS HEADER MAY BE US)=D BLOCKS. MGT C22J l0d Commons to Waod Member - 5/S" diameter or Larger Threaded Rod per Accompanying XI WOOD*Tie ROD LOCATION. X BELOW IN LIEU OF SPECIFIED HEADER Note on Page S1I. '2 -0 2 -0 ANY HEADER MAY BE REPLACED WITH ONE OF GREATER DEPTH DESIGN LOADS HGT-2/3 5/8" diameter or Larger Threaded Rod per Accompanying Note on Page Sl, RODS LOCATIONS ARE FOR DEMONSTRATION PURPOSES ONLY AND DO NOT REFLECT AN EXACT ROD LOCATION. UNLESS NOTED A. GRAVITY LOADS: HGT-4 5/8" diameter or Larger Threaded Rod per Accompanying Note on Page 51. B, LATERAL OAD9: HTT16 CIS) 166 Sinkers to Woad Member - 5/8" dimaeter or Larger Threaded Rod per Accompanying OTHERWISE PROPER O/C SPACING (4-0" INTERIOR, 6'-0" EXTERIOR) SHOULD BE FOLLOWED. IN ADDITION, RODS SHOULD BE LOCATED AT SW" SNEARWALL SEGMENT - REFER TO DETAIL F/STI AND/OR D/STI ROOF LOAD TOP CHORD-L.L=20PSF DL--IPSF WIND LOAD - 120 MPH g CORNERS, PLATE HEIGHT CHANGES AND AT EACH END OF EACH SHEAR WALL (UNLESS REPLACED WITH APPROVED HOLD-DOWNS PER BOT CHORP_.LL=IOPSF DL=5P5F SEISMIC ZONE - I Note on Page 511. DETAIL E/STI). RODS SHOWN IN CORNERS MAY BE LOCATED TO EITHER SIDE (WITHIN 4") OF PROPERLY CONSTRUCTED CORNER POST OR XAPPROXIMATE WOOD*Tie LOCATION FLOOR LOAD DL-15 PSF HTT22 (32) lbd Sinkers to Wood Member 5/8" dimaeter or Larger Threaded Rod per Accompanying OTHER SOLID FRAMING. SEE WOOD-Tic SECTION LL=40 PSF Note on Page S'1. ,Buildersw 3 '''�BuildersS =t: s� ,Builders IRBuilders D � ,Builders �'' 1°� R° 6!Builders� � w�a, &r W"D Builders B� a�'w � PYL11 �Firstsource w- el �FirstSource �L� WI/ �FirstSourcer IFirstSourc;TP 1�YW �FirstsourceWOO [r7 7�1.P, FirstSource W � iFirstSource,� t,6Tv MSTA24 W/(9l led/ENp,¢ON STUD (2)2x4•2 OYP APPROVED TRUbO-TO-II=CONNEGTORO ASSEMBLY(TYR 4 a HEADER 40 SILL) BLOCKING eTYP) OVERHANGS IN E=XCESS OF 16° ANI?UP TO 24" T/I6"A.P.A.OR TECO RATED UPLIFT(LBS) GONNECTION - ----- UPLiFT3 7 STUD WALL SPECIFICATIOhLS HEADER 1512E USE 2x4 SYP of LOOKER At 16"D CLIP t0 Ti-IIvJ ❑OCUi"IEI�(T 15 QIP( loon SEE --- -- D$L.TOP PL.WITH CZ><15 W/(BJSd.OV£RI TANGS INSTRUMENT OF SHEATHING ON ROOF DECK _0'465 _ (1)I L5 WI l4)8ci/ N17 STRUCTURAL Wr-(FT) STUD SCHEDULE z PER GALLO51 ON _- 8TR1ALLOU L _ / 16"OR L£95 USE 2xd SYP OUTLOOICER AT 24" , WITH Bd NAILS At 4"O.C.At o-Ids --(U HS-W/(5)loci x 1-1/2"/END. PLAN 0-9'»I 1%8" _ 2x4"Z 5FF STUDS s 16'O/G HEADER PER STRUCTURAL. PLAN _ t y PLAN)OR TRUSS IF t BLOCK suEA7Wlt EDGES o%WItW CUI{5 w/ra>e ENGINEER'& SERVICE ALL SUPPORTED PANEL --- 465-930 (2)H5 W/(4)ad/END/EA _ o-IPJ''-1 1/a" 2x4"Z SPF 0TUP5+t 1Z" O/C ALL �R�L x MATERIA��) (Z)SPW4/6/8 GDNNECTpRB NOT d EDGES AND 8" qG.IN FIELD. 145-I(do0 (2)H8 W/(5)led x 1-1/2"/END/EA 2x4•2 SYP STUDS a 12" O/C N ���F 11 t=ry .� "I, WITHIN 4'OF CABLE tRilBg FOR OTHERS FOR G m-II'-I 1/a° _ 02 �iYP EXOE A5 NOTE[). °2 KI LAYOUT IF 8Y8 42- HI A ON --^ _. _._ -- L. 11NCs�� COMER OF -� INTO TDP,fE ASS_ SLY 4 STEN Sµ£AtHlhfrs TO FkAMINCs At 3"o% STRUGTION OF PROJECT (6J 1-1/4"GALV.ROOFINrs 0-10mm !IJ_H16/HISS W/_(.10J loci x..l^I/Z"ro TOP_PL. _-.._ 2x6 "2 SPF STUDS a 16" O/G NAILS a EACH SHINGLE TO [a-loo0 fU 111NI2 Ul/(i)loci x 1-1/2"/END -2'-I`D2 " 2x6 •a 5E^ �TI�S-� �r0%G� � � GARAGE II 7 II A I ON EpGEB,6" o/c IN FI£Lv wi ad. AS TITLED BELOW. 5N>rATING sPH4/6/5 ' 32"o/c "o%�dAi!~. INFORMATION DE :IYED PURLIN E9OTTOM CHORD OF ALL C.�WB IN THE EVENT THE CONGRET> • TOP le TO HDR. II II tRUb$-t0-P_ CONNECTOR 31x1= TRU$SE5 WITH 1x4 5YP CONTRACTOR OMITS TWE !2J MSTA24 W/ GORIER OF FROM THIS INSTRUMENT PEl PINIDIGULAR TO TRUSSES a NAIL TWROUGW APA RATED SWEAtWING WPAWD22 EMBEDDED (3 AOd/END/STRAP a EA II II GARAGE APA RATED SHEATHING t0 HING CAN NOT BE USED FOR TRUSS SGCONNE FOR T RI=-<=NGINEERED ROOF INTO NO.2 SYP FRAMING W/8d AT 3" STRAPS,IT IS ACCEPTABLE END OF HEADER UN.O_ APA ROOF sPESHEATwlWa CONNECTOR- TTd1sS OR RAFTER EACH OIG w/5 I0d NAILS AT SANER BE U UNLESS EAGI-I Tfd.l55 - UTLO. O.G•AT ALL EDGES AND INTO EACH PLY r0 Sl18STITUtE ll)MStdB II II OF EACH DOUBLE INTERIOR PLATE,Y1" SERIES FLAT STRAP PER WALL sWFATWING SHALL BE 7/16" AUTHORIZED BY THE SPF STUDS O.G.ELSEWHERE. WI SHALL QNLY ALL EXTERIOR WALL SHEATHIN[s W I'1 W HPAWD22.FACE MOUNT THE APA,RATED SWEATWING WITH eld-� COVER LOWER P�TOt�iv, 2x V 5YP DBL .TOP PL.(SLOPED) AUTH EES: WITHOUT SHALL HE 1/16"A.P.A.RATED WOOD,/a•+ 32'O/C 4- FOR OTHER UPLIFT HARDWARE STRAP TO THE FOUNDATION NAILS At 3"OG-AT ALL PANEL II II AB LY IF: INFRINGEMENT 01= LEGAL (2)2x4 S 5YP TOP fE�. FAS W/ SHEATHING wltW 8d NAILS At 6" UIOOp•Tlee RODS a d'D/C ANp COhA1ECTIONS,SEE TYPICAL WITH EITHER(4)1/2-0 EDGES AND 8"ors. IN FIE}p A)�� � 241 RAP 1(1 A 12"OG.!PHOS MIN O.G-AT ALL PANEL EDGES AND w/3x3x1/8"WASHERS. EPDXIED ALL THREADS W/ (TYP-UNOJ- SWEATWING PANELS 11 II �,i( D T �tur=R 1/16"APA RATED SHEATHING WITH RIGHTS. 24" LAP W/(12JI0d IN LAP.SPI-14/6/6 8"O.C.IN FIELD(TYF'-UNJ7J WALL SECTION AND TYPICAL d 1/4"MIN-EMBEDMENT OR SHOULD BE ORIENTED @2 TRUSS,I1nE 11E,, pS ad NAILS ® 6"O/C ALONG ALL PANEL a 32"O/C O$ "WASTEer RODS a 6' SHEATHING PANELS SHOULD BE HEADER FRAMING DETAIL. (16)3/16% 1 3/4'TAP(XN PERPINDICULAR TO FRAMING I) II � EDGES AND a"O/c: IN FIELD- BLOCK O/C W/3x3x1/8" WASHERS. ORIENTED MEMBEPERPINRS EXT TO ANC x RS Q EMBEDMENT WFtaGE (2/1x4 •2 SYP ARE FASTEN STRAP TO MEMBERS,UND, I/2"GYP ALL EDGES(CONTINUE IN STUDS t SHEATHING �� DESGRIF'T IC7N ANCHORS Qg EPDXIED ALL SILL (TYR) At DOUBLE INTERIOR STUDS w/(20JI6d. FOUND G UNDERSIDE OF OUTLt SHE THI FRAMING M STUCCO, U IF EXTERIOR THREADS a 32"o/r-W/2x2xl/8" SILLS/PLATES/BLOCKING,NAIL JACKS PER PLAN II II TRUSSES/R4FTER5 � FOUNDSHEATIFIL TO ESE ORIENTEDOFOU LOOK i RAFTE}Z-TO-L,CONNECTORS FINISH 18 STUCCO,UN O. WASHERS OR W oPerle RODS a FIRST PLATE TO SECOhip PLATE W/ ���111/// HE TO FRAMING MEMBERS,UN CJ, 4"o/c.WOOD-Tie RODS a (7l ROWS 124 COi Q IONS AT 8"OG. MIN-3 KING STUDS EACH CEILING H>=1CzHt VARIES LENGTH CONNECTOR "2 gYP IST 32"O/ fE w/ SIDE OF OPENING WHEN 0-t' (1)N5)4&)416,Qg MT312 UJOOD-/8 a 32"O/C QS INTERIOR 3HEARWALLS ADD NPAHD22 W/(23JI6d TO SIDE 2x6 FRAMING,5 KING� I PURLIN BOTTOM I G WEIGHT ORD T U100D•Tfa RODS +a 6'O/G- EItHErR 24"v/c SWOT PINS Qg Ibd BIDE PANEL HEIGHT TO STUD ASSEEBLY(21 ALL TRUSSES WITH Ix4 SYP ` - —--- —— WIDTH REQUIREMENTS STUDS EACH SIDE WHEN II 3 (1)H5'O R Tsj2WS' og - 1/1"0x7" EMBED A.H-woOD-Tio WASH CASE HARD NAfL5 ++ 18"o/c. ANGN WLTI$) PER SIDE OF OPE=NING USING 2x4 FRAMING UAO_ ALL TRI ICULAIR H I - OF "1'_14' ----- ...--- - -- AT 32" o% h[Ft) MIN w W000,Tlet ROD PERP S a L O/C w/(3) (1)WI6 AN MTSIZ 4FH I/1"0 WOOD•Tla RODS a Z OR T PINS T. 2,_1" /2" ANCHOR BOLT AS II II (2"MAX FROM loci NAILS At EACH TRUSS - 6'O/C w/ SE HA&Hot PINS ® 24"OIC, •2 SYP F"C BOTTOM FE PER TAIL E/$TI PER TYP-WALL SECTION JACK/8TUD81 U II MSTA24 w/(9)loci 7 14' SEE PLAN OR 164 CASE HARAS ++ 16" o/G. � 6' 1'-8 IQ" UND- t II e 01 JACKS 7'AND SHORTER MAY = 5' 1'-S" 'H Z 4" SLAB W/8"x8" THICK- 11 li N 11 NAILS/END EA.SIDE OF USE l4)loci IN LIEU OF �,-�_, -°_" ' ,• i�T N 4' 1'-2 I/1" AWAL�IL I, aQ' ENED EDGE W/(11"4 HEADER t JACKS TO TRUSS-TO-?R CONNECTION •t ,_ . : ■ CONT,UNDER DOOR M d EA STUD ABOVE r "° FfNIS FINISH U II NEARER • / '.a ' ' ° (SEE DETAIL 6/5T2) FINISH 1 6 x 6 - WI.4 x Wl.d UAl1F •ALL GGNCF-1- I-INIMUM GRADE .� .- �� ; OR FIBERMESH _ GRADE 'TYPICAL WALL GRADE - _ COPWECTIONB, 1£- u II PEAK- TO II': 2x4 STUDS 2500 PSI GOMPR7=5SIVE _____-_-- -_--, ^ _ WATERPROOF BARRIER STRENGTH +•ZB DAYS.- Ta-STUD, -`(-- TO 14': 2x6 5PF•2 FOOTING TO BEAR ON UNDISTURBED SOIL _ T -STUD,SHOE, TO 16': 2x6 SYP"2 FOOTING(SEE TYPICAL WALL SECTION) WTT22 W/5/8"0'ALL -� — SHOE»TO-Pa1NDAtIaN fp 16': 2x8 5YP"2 NOTE: MASONRY STEMWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTING- INSTALL ANCHOR BOLT,IF USED,WITHIN 8" OF THREAD(5 1/1" A BEARING WALL ENDS AND WITHIN b"OF POOR OPENINGS IN BEARMs WALLS- SEE TYPICAL CONCRETE SECTIONS FOR EMBEDMENT)(TYP) R£INFORGIN[s AND pIMEN61oNING OF FDO•I'IN[sb- D N �QD•Tie ��}•���. RpD.�j P sTi TYPICAL WALL SECTION sTi SW - SCIA SIS J4 WA L TAi 1/211 = 1'-mtt 1/z" l,�mtr srl Y - C G C Oo OPENING TAI sTl GAE3LE END BJ4LLOON FRAMING DETAIL uz 11-011 1/2 � III-oil 'SWI t SIM S{-IE M WALLS REQUIW MIN da'OVERLAPS Builders APPROVED TRUSS-TO» CONNECTORS W/MR(241 J31x3"NAILS a TOP PLATE SPLICES OR(2) MSTA24'a W/(9)I0d/END,CENTERED ON EACH 8PLICE. 02 gXP CJTLQO _ --- -- --- --- UPLIFTS 7 _,.._-STUD WALL SPECIFICATIONS L •OVERHANGS 16° a 24 S "O/c W/(u H5 ACH, p UPLIFT(LB$J GONNI»CTION STUD ---- -.-- HEADI=R PER STRUCTURAL `+ I RUC SEE f1r Ht-(FT) STUD SCHEDULE CUTLOOKER TO TOP CHORD of GABLE TRU o�urc - ® 'OVERWANCaS 16" Z 24" a 16"O/c W/(2)W5 ®EAC 0-465 [u W5 W/(dJ 8d/l=ND ------ ---- - ------...-_ _._. PLAN OR TRUSS LAYOUT__-- �_.. . ,... _.. _. .--- STRUCTURAL 0-9'-1 I/8" 2x4'•1 �PF� a 16"O/C-. of Jacksvnvllla T —� w NAIL THROUGH APA OR TECO RATED SHEATHING STi STi BLOCK SHEATHING EDGES Ol1TLOOKER TO TDP CHORD OF GABLE TRUSS LE02 (51 loci x I-I/1"/Exp PLAN. 0-10'-1 I/8" Txd•2 SPF-_STUD$-a_I2"O/G__ -- SW## INTO NO,2 OFF FRAMING PER SHEAR WITHIN 4'OP GABLE TRUgg T_ -- /(4)lociOd/x D/EA 2x4•2 SYP STUDS a 12"O/G 0-10ta0Ha W 165 W/TIO)loci ND/EA 0-II'-I I/a" A.PA OR TECO RATED SHEATHING FASTENED t0 WALL TABLE. FASTEN SHEATHING TO FRAMING -- _ 2x6 •2 $PF STUD$ a 16"q/G"TOTOpPL. (2218TA24 U)/(9A0d TEND BUILT-UP OR BOXED COLUMN MAY AT 3"/b" O.G-W/8d NAILS,0-2- /8 2x6 •2 SPP STUDS ea 16"O/G� F1pA?'ilN�s FER SHEAR IUALL TALE FROM BEAM t3 POST A-IAOo w/!I)loci x I-I/1 /SNIT - !BLOCK PANEL t= 8) SHEAR WALL CENTER STRAP a JOINT ugJ�1N_ 4 OR 6x6 1/16"AAA OR 7FG0 RATED IN ADDITION CEN R STRUCTURALP19OI SHEATHING ON ROOF DECK PURLIN BOTTOM ad COMMON • WrrW 8d NAILS AT 4" O.G.AT CHORD OF ALL • NAILING TD TYP-WALL secTION(A/STI t PLAN. USE 4pig 02 SYP gg 5ply 82 SPF 2x4 [•4)•131x3" O0, END APA OR TECO RATEDALL SUPPORTED PANEL TRUSSES WITH Ix4 SPACING 5/STI). WOop•TIE ROP MAY Be BUILT-UP COLUMN I-LO 4x4 N4AIL9 a GH SHEATHING TO MATCH ;k EDGES AND 8"OC, IN FIELD. PRE-ENGINEERED RO SYR DOUBLE STUDS a EACH END USED IN LIEU OF SPECIFIED WOLD- PT•2 SYP 4x4 POST OUTLOOK: TO TOP IE. ROOF SWEATWING -- (6)1-1/4"GALV.ROOFINGS TRUSS OR RAFTER PERPINPICULAR OF SWEAR WALLS DOWN(S)a bW t 84^1 WALLS, USE 5ply •2 SYP 99 5ply 82 SPF 2x6 6550 Roosevelt Blvd. -COLUMNS GREATER GABLE TOIL CHORD Jacksonville, FL 32244 NAILS a EACH SWINCTLI'TO TO TRUSSES s 24" E17GE FIELD I-STORY 2-STORY THAN 10'Qg THOSE Hl11LT-UF'COLUMN IL�J bxb SW O/G W/(3)IOd I WALLS >15'LONG:NONE I)C616 SUPPORTING 2x L-BRACE ON GABLE VERTICALS A5 Tel 904.772 6100 REQ'Dt WALLS < 15'LONG= SPECIFIED BY TRUSS MANUF.(MIN.2x4•2 Fax 904,317-2835 NAILS AT EACH 8W 6 8 TRAP ENGINEERED WOOD TRUS8 - UN.O- HEADER KING BTUpS MAY SERVE (2)SPH4/6/8 W/1/2"0 x PRODUCT: USE PT 02 ' SPF W/6"O/c-131x3"NAILS a MAX 24"O/c). (2)•2 SYP TOP f£. FASTEN W/(2) AS D$L STUDS At THE ENDO OF 4-I/1"EMBED EPDXIED SYP 6x6 POST. IUND- SWEARWALLS ALL tWIEAD 4 3x3x1/S° ON STRUCTURAL PLAN) r GABLE TF~1J53 ROWS loci 12"o/c(UN-OJ MIN 2d" LA SPW4/6/8 a 32"O/c Q$ WASHER WITHIN 3"OF 1 r W Y TRUSS-TO-fe CONNECTOR SEE W/(12)104 IN LAP. WOOD-Tie RODS W/ l2)•2 SPF 7x4� EA CORNER 0 TRUSS SCHEDULE FOR 3"x3"xl/8"WASHER d"o% STUDS/BPW4/6/8. ' I ILD.4x4 FOOT.(3)+2 SpF c0 2x4 -i3 INC T MI CLIP END OF LATERAL BRACT; TO GABLE CONNECTOR (IA4TT22 W/5/8'0 x 5-1/1" 2x4'3+CORNERS DIRECTLY A fR POINT OF GAE3 E T"x.. BOTTOM CHORD WITH(2)H5 CLIPS. F� SWI 3 a EMBED EPDXIED ALL 31^816 POST TO SLAB CONNECTION I BENEATH BEAM WHEN 6x6 1$ N D CM 14WA IN 8' 4 A H EA � Q 11 11 T7=�TO-f�,CONNEGTOJZg OR WO/8 T 32"o/c SF'F STUDS STUDS PER PLAN T� WITH ABU44 OR At31166 W/ I REQ'D. JACEfNr TRlJs W/(3).131x3" GABLE BOTTOM GNORp t0 TOP fP w/MStAIB S d OR $W/3"te TWR1=Ap, u u STRAP W/!7)foci/ENDMcHos 48 o/c OR-131x3"TOE (IZ)164 C IQ"0x4 1/4"EMBED HTTI6 / 5/8"fbc5-1/2" MA) X I S AC LENGTH CONNECTOR �p5 w/3"x3°x1/8" (2)5PW4/6/O W/1/1'0 x 4-I/4' 1)CSI6 EPDXIED ALL TNfi1=AAD QgI EMBED EPDXIED _ NAILS t0 TOP Il; +•3"v/c-STACaCs£ D A5 REQ'D- wASWi=R s 6"o/c 8U71 3 8 EMBED EPDXIED ALL (u NTTI6 !5/a"0 x 5-1/1' ALL THREAD a •2 SYP LEDGER FASTENED 4112/[hl2 W.d 6 0-7' (IJ HSHSWI6,O$MT512 TRAPS x I C b/c 7/16"APA OR TECO RATED SWEATHING W/ad NAILS TASPEp W/3x3x1/8" EMBED EPDXIED ALL �- - --- EAGW Qg TO 16"e/c STUDS w/Jli x3" n 7 7//12 PITC - 4'0% a 6"O.0 ALONG ALL PANEL EDGES AND 8"O,C-IN (2)N5'8 O�Wa'S O� •STRAFPINCi, fE WASHER ' THREAD, �__ _ ALTERNATIVE AS 6AN NAILS a EA STUD II FIELD. BLOCK ALL EDGES(CONTINUE'SHEATWING l� -1'-14' --- - .-..----.---.. ..-- NOTES: BHOLLN ON CTRU65-TO-L1rDGi=R � t0 MIDPOINT OF GABLE BOTTOM CHORD) (U WI6 AN MTS12 CONh1E NIp/0a,CLIPS, I) 5/16" HARD[-PANEL I5 PERMITTED AS SU55TITUTION °'' I STRUCTURAL PLAN. CONNECTOR SPECIFIED APA OR T1;G0 RATED SHEATHING OVER SPF ] 14' SEE PLAN STUDS-ALL EXTERIOR WALL SHEATWIWz SHALL AP'S ANP/OR WOop•trhs BE RODS ARE NOT REQ'D FOR RATED SHEATHING ON EXTERIOR �j BY TRUSS ENGINEER) JAGKB h'AND gHORTER MAY o"O.G.AP.A.RATED SHE=ATHING WITH 8d NAILS WALLS ONLY IF NOTED ON THE STRUCTURAL PLAN, \ ` \ \ \ I d BEAM ABOVE i � USE(d)loci IN LIEU OF AT 6"OAT ALL PANEL EDGES AND 8"Q,C.IN ,s INTERIOR BEARING 2xd•2 SYP LATERAL BRA,GC1=-(3).131x3" � IF FIRST pUTLOGiCER IS MORE tRUOe-TO-IE CONNECTION FIELD(tYP-UN O.) $HEATWING PANELS SHOULD WALLS SUPPORTING 2) OPENINGS IN SWEAR WALL SEGMENTS PERMITTED ONLY \� \ \ ,(✓� I �7/16" A.P.A.DR NAILS STHROUGHLAT BRAGS IN1T0 EAGµ THAN 32",FROM FASCIA,USE [3£ORIENTED PERPINDIGULAR TO fiRAMING ONLY FLOOR LOADS- HOLD DOUN18 IF SWOIIN ON THE FRAMING PLAN REFER TO DETAIL \ \\\ \ I TECO RATED LEDGERt G ( TRUSS BOTTOM CHORD. E3XT£1Jp laJax4'S+FIRST OUTLO R ONLY STUD HALLO WITH BRICK VENEER-� MEMBERS IF EXTERIOR{±INISW IS STUCCO,UNA- FOOTING(SEE TYPICAL WALL SECTION) PER TABLE D/$tl. \ \ \\� FOOTING(SEE FOUNDATION I SHEATHIW.*W/ Ryr 0-116 CQbNrzTIQN')X& w/(51 NAILS w EACH STUD- BRACE t0 FoURTW IN1ERICOR TRUSS- OWOOD O1�L SECURE BRICK VENEERIES e PLAN FOR SIZE) 6"/12"o%6d R1/•0-1 16 2x8 w/!8J NAILS a EACH STUD, II TO WD"O FRAME O TAL 4 TIES+ •2 SYP BOTTOM E W/(2)ROWS OF Emd 3)HTT22 SPECIFIED FOR 5WI MAY BE SUBSTITUTED WITH NAILING - 4 SIDES --u HPAHD22 W/(23Arvd RVO 1242-18621x12 w/02)NAILS a EACH STUD. < 4/12 PITCW a 8'o/c MSTA15 STRAP a 6 0%HORIZONTAL t 3Z"v/c NAILS a I2"o/c,STAGGERED. TY PO f"�•-j OdZ b I /\ /�v 4/12 <7/12 DITCH ■ 6'v/c �' 48"0%Qg.131x3" VERTICAL CH 67 4 f- LT- 5OXED 7 7/12 PITCH, 4'a/c TOE NAILS SHEAR WALL. ASSEME3LY DETAIL ENEAM FR,4i�-111�1G 7�ET,4IL I COLUMN DETAIL TRUSS LEDGE DETAIL 3/d"TIG PLYWOOD - STi R E AIL STI GA5LE END E3RACING DETAIL NAIL SHEATHING t0 BOTTOM if 6"/6"a/c IOd NAILS 4 GLUE 1/z" fl 1'-0" 1/2"�lr-IDu I 1/z"$1'-0" 1"=1'-0u - " t In AND BAND BOARD PER BLIP. W/LIQUID NAIL OR EQUAL. 1/2 2 11-0111 SHEAR WALL EDGE NAILING. (?).131X3" NAILS/TOE-NAILS FROM STRAP ACROSSW1 JOINTS IN /F NAILER TO HDR OR JACK STUD, TRUSS Top CHORD HAND BOARD W/CI>;"ISTA24 USE 48"STRAPS I .O. - _ W/ E IOd NAILS/END SPECIFIED 40" STRAPS WOOD'TIE ROD FROM ABOVE, IF LDOR p£PTH lE? 16° HORIZONTAL 2x4 SPP 42 SECURED TO BEAM VIA WTT16 W/ —�� NAIL SHEATHING TO TDP 1(° (NOT REQ'D WHEN USIAfCx 7 HEADER PER ( � HLOGKING BTILN TRUSS (IaA6d NAILS,MIK PER R£Gt'D SWEAR WALL UIOUp•TI£ RODS) (411Od • KMCa WOOD-TIE ROD THROUGH /.' i BEAM 73 SECURED VIA WOOD-TIE ROD 4 EDGE NAILING SPLANTRUCTURAL II STUD-TO-NEADER� CONT 2x4(MAYBE oh11TT£D IF(U M5tAl8 IS USED .:: I GENTERLINEOF:BEAM W/ - -� (1)WTT16 W/(fSA6d (MAY BE ROTATED EACH END AND FROM BLOCK-TO BLOCK ACROSS EA TRUSS) / -� ' 11t --- ATTACH 2ND FLOOR R FLOOR TO FLOOR TRUSS OR I-JOISTS 3x3x1/8"WASOER t NUT- 180'TO CONCEAL FLANGE) v EACH PLY- \ =� �= LL IST FLOOR STUDS OR FLOOR UPPER FLOOR STUDS TO LOVER led a 6'a/c FROM: . II BEAM W/40" LENGTH(48" IF FLOOR STUDS OR LOWER FLOOR tRiJ00-TO-tE AND APA OR TECO RATED CONT.2x4 TO 2x4FLOORDIEPS 0 3 lE 16")OF CSI C2)•2 SYR TOP fp. SEAM WITH d0"LENGTH GP GS16 fl?-TO-giUD GOhW£ECTOR SHEATHING w/(1)ROW OF BLOCKING 1(1 II II II b7RAp5 a 32"O/C w/(lu 10 FASTEN W/(a)RaU18 104 SCRAPPING w/llulOd/END. SCHEDULE FOR sPIACING ATTACH FIN OF WIND II ad NAILS 3"O.G.AT TOP HORIZONTAL Zx4$FF w1 � V1 u u—a CENTERED ON FLOOR SYSTEM CONNECTOR(SHEE-T STI) TO HDR /NAILER (INTO tE'SJ AND BOTTOM Q� r �- Cl/END (CENTERED ON FLOOR SPF STUDS 12"0%W/MIN.(12)loci N SLS. BLOCKING BTU,N tR1.18S SYSTEM) CV O/ I(4'0/tla WOOD•Tfe RODS a 4'0/0. (INTO HEADER)-NO SPH's LAP(UND-)MIN 24" LAP g@ I/ 2x4 "2 5F'F NAILER II REQUIRED W/UPLIFTS UP RODS a CVO/C l4'a/G* ROOF SHEATHING INTERIOR WALLS)- CONTINUE 8F'F STUDS ALL JACKS TO WE/ADER: JACK AND Kim 9711D0, TO IOOO•/RRUS6, IF TRUSS QUANTITY/SIRE/GRADE/SPECIES AAA OR TECO RACED M$TAIS W/(6JI0d INS QUANTITY PER CALLOUT II UPLIFTS EXCEED 100D! j OF STUD COLUMN SPECIFICATION SHEATHING OVER 5PF STUDS HEADER,(61fod IN1 JACK EACH TRUSS MUST BE STi WOOD BEAM r ON STRUCTURAL SWEET(SI OR ON STRUCTURAL PLAN CONNECTED TO THE CONTINUOUS 2x4 SPF n W/(3J WOOD*TiE BEJ4h'i CONNECTION A —1 52)THROUGH FLOOR SYSTEM TO "2 SYP Pr BOTTOM se w/sPH4/6/8 a I/1',d x 4-I/2"EMBEDMENT WEDGE 11 HEADER SEE$l -131x3"NAILS 7O EACH TRUSS L TE RN,4T IVES S CSI& 32"old OR WOOD•Tter RODS a 6'o/c. ANCHORS O 14EADEEs SE 8W<rEt. " {� FOUNDATION AND ADD(U FLOOR EPDXIED ALL Boll)WINDOW TRUSS TOP CHORD ,/211 = 11-�t1 yl VERTICAL t a 6"0%.131X3 PER PLY ACROSS FLOOR THREADS a 32"v/c W/2x2x1/8" OPTION NAILS t0 INTERMEDIATE SYSTEM(OR WOOp•Tte RODS WASHERS OR WOOD-Tic ROD5 a FASTEN ADJACENT BLOCKING-ADD Cu MSrAIB <1 CONT.TO FOUNDATION). 1/2"OxT"EMBED Ate.w/1"x2"A/8° 4"o/a WOOF-Tle RODS+• FASTEN ADJACFTlTR KiNG5 I KINGS AND JACK$w/(Z) Ill- WASHER AT 32"o%OR 1/2"0 WOOD•Tlee INTERIOR-844EARWALLS ADD AND JACKS W/(2) ROWS, II ROWS OF 104 • 8"O.C. STRAP W/(1)IOd/ENP a EA, <1 7 H££L/ENp VERTICAL SPLICE(CONT,7x4 MAYBE !3)ROWS OF loci NAILS a (, RODS a 6'SE W/SHOT 18110 ® 24"o/c EITHER RD R OHO}PiNG I6d OF 104 a 8"O.G. WOOD-TIE ROD ADJACENT OF TRUSS i OMITTED IF(1)MSTAfa I5 USED cv a rh (IJ ROW OF 104 NAILS m 8" OC.,STAGGERED AS µ V CASE HARD NAILS++ IS"o/c- FROM HLOCK-To BLOCK I` • 4°O.C.STA,GGEREp,I rt 3R • • SHOWN,EA PLY. (� OR 164 CASE WARDS w 18"o/a TO KING STUDS EACH 01DE I/4s r�F ��2x6. ° vi_ ---�l 1 II OF OPENING Z 6'-0" ACROSS EA TRUSS) T • (1)ROUW OF loci RAiLS a 6'OO- • h)s • r STAGC{sERED,WITHIN 3/4"OF ' ALL JACKS TO BOTTROM OPENINGS GREATER THAN TR6"A•PA OR TEc_O RATE STI CENTI=ERLME OF 2x4 • 1 /8 • • / ° ■ IE: 0HP4/6/8 PER J�GK 6'US11 1/1"0 OR 3/8'0 SWEATWING(U/6"/8"a/c ad NAILS • • • : - BLOCK ALL PANEL EDGES. 2 1/2 • t0 (v, FINISH s ANGI{ORS AT 48'O G,OR GRADE 4 6 x I -RMWIA x WI.4 WILE ° 1/400 TAPCONS AT 32" O.G. • • -- t� °:\`': DR FIBERMFSH II • {� ° WATERPROOF I I/21I ■ �`� BARRIER *ALL "ICO CONCRETE MINIMUM 71�J83-TO-f@ CONNECTOR DOUBLE TOP tl?OF WALL • • • �1 2500 PSI COMPRB$51V7= SEE TRUSS SCHEDULE FOR • FOOTINGUOF TO HEAR ON UNDISTURBED SOIL STRENGTH a 28 DAYS.- TINGODr6£E TYPE(DCL A t H/Stu ' " ❑f�.AIUN YES TYR FOUNDATI op NOTE: MASONRY STEMWALL MAY BE U$i=p N LIEU of MONOLITHIC FOOTING- INSTALL ANCHOR BOLTS DETAILS) 11 /� 211 1 /8" W LS. E TIN S"of HEARING WALL ENDS AND WITHIN 8"of POOR OPENINGS IN HEARING STUDS/SHEAR WALL I I/2 SPF OR SYP��(� - CHECKED LAP WALLS. SEE TYPICAL CONCRETE 5EGt10Nb FOR REINFOI�fNG AND DIM EN310NING OF FOOTINGS- BUILT-UP COLUMN SGALE 3/1/0 E TRADITIONAL METAL CONN,F.croias '1 SPF OR SYP Z»c4 PLATT~ NGTS. UP TO 1�'-i I/a" +� $PF OR $YP1x8 ST1 MULTi-STORY TYPICAL WALL. SECTION M BRACING OF TRUSS HEELS BUILT-UP COLUMN BUILT-UP GOLui"iN DATE S/15/fat 1/211 1'-�" sTi TY iC,41 O NING F AMINCA TAI U.N.O. STi (OVER 16" TALL) AT $HEAR WALLS PLATE NGT&. UP TOIT-1I,/$" WE STRUCTURAL FRAMING KANFOR NUMBERofPLIES, FASTEN WALL SHEATHING-To-POST W/MIN ad'a a PLATE HGTS- UP To 212J'-7" JOB NO. STANDARD /z a 1 -0 i�n a I'.,m tl 12"O/G OR GYPSUM-TO-POST W/MIN 5d'a a 4"O/C �t7PICA rL ct1oN5 srut? SQFT, DETAILS QQLUI!N5 ,4ACK-To-K1Na STup MULTIPLE PLY �'O^.�T CONNECTIONS TOP PLATT=MAY BE A°�z$1rMB �jIE�Pd$�.EtL_ (u WOOD-Tie ROD A17JACENT TO STUD POST IF PoRcw 5EAM IS NOTCHED t0 ALLOW PORCH CONVENTIONAL LUMBER(2x8,2x10,2x12,ETC). (1)WOOD-TIE ROD BEAM E BE LET N t0 \\\1\111111111 I//i 1�/i1 ROOF SHEATHING $UPPORTEp EDGE ADJACENT TO EACH Slp1;OF POST IF PORCH BEAM IS WALL PROVIDED THAT(U �-�\� NAILING PER PLAN ENGINEERED LUMBER(LOL,LVL,PSL,ETC-) 2x4 •2 R IDE IS ADDED To EACH SIDE OF PORCH DETAIL TO BE FOLLOWED AT,ALL The 1VOOD•TieAnchoringRodSyatem consist ofvertically oriented''/2"diameter,A307 threaded steel rods 'Q. -rf r c� SEE TRUSS ENGINEERING FOR MAX LOCATIONS WHERE EXtER10R WALL -secured to the foundation via an embedment of not less than G'into 2,500psi concrete with an edge distance hal F rjC',f NO,2 SYP 2x CONT.TO TRUSS t o%SPACING OF BRACING-SEE BEAM 70 SUPPORT TOP fl!. RUNS BETWEEN TO PARALLEL 7RJ155E3, of 2" 3"when Zx6lrarnin is used and secured with Simpson AT Ac Tic=Pie two--part o �' `•Q '�• �_ H.18. '91 FOR ADDITIONAL Tt.U58 PORCH BEAM MAY til NOTCHED ( IN ADDITION,(1)WOOD•Tle ( g ) P rYepoxy, V.I 1/A" MAX OP PLATE w/.131x3" - MAtCH BRACING INFORMATION. AROUND TOP PLATE PROVIDED v` ROD SHOULD BE INSTALLED RO �L�R two part epoxy with equal or higher allowable tension loads for the identical application two-part epoxy.The 0 °:J ti BOTTOM CHORD OF TRUSS EDGE NAILING&PAGING CF (UP TOA 2x12) SHEARWALL SHEATHING THE TOTAL DEPTH OF THE BEAM IS TO EACH SIDE OF PORCH rods,a single,continuous rod i rod TRUSSES PJ segments coupled together,culminate dimelly above the top plate with a _: Y 10 5 9-1/4"UNLESS NOTED ON THE BEAM AND(u MOTA24 3•'x3"xX'or thicker steel washer,fender washer and nut where it secures the plates against vertical movement. a r (EITHER 6"v/c OR 3"o/c)- STRUCTURAL SHEET 61. SHOULD BE ATTACHED t0 r - (u SIDE OF EACH TOP fF_ The nut should be lightened about%to'4 turn past finger-tight. At exterior walls,one JV00D"Tie rod should v r N (��•• SHEATH TRUSS CLOSEST TO Qg Ix4 SYP CONT BRACING be installed at each corner post-on the side of the post with the overlapping upper-roost top plate-at each / .i ,'�T�j (]j 511 INTERIOR WALL w/7/16"APA OR� w/!7)IOd TO£A TRUSS, CENTERED ON THE JOINT. 2X4.2 SPF side ofeach opening and at not mare than six feet on center there ager, At interior walls one WOOD•Tie rod r" Do Not BPLrc£ - ovER,AP It' "t,: •� `��j:W tECp RATED SHEATHING w/ad ®3' LEDGER w/ should be installed at each comer post-on the side of the post with the overlapping upper-most top plate-at �•. r�(� s- j�f l' S( OJT-AT ALL - BLOGESCK AND 12' Z.IN JOINTS MIN(2)TRU58EB (4)-131 X 3" each aide of each opening and at not mon than four feet on center thereafter. Additionally,if no other tis.7 uith• THE FIELD - BLOCK ALL EpG1=5 NAIL POST TO TO EACH hold-down is present,a 1YOOD"Tie rod should be placed at each end of each shear-wall segment if the end of / err ' (MATCH NAIL PATTERN SP1=GIFTED VINYL SOFFIT PORCH HEADER INTERSECTING the segment does not coincide with a comer or opening. two-story wall walls over 11'high,or c 1'^�f�/� ON FOR SHTN'G s sU)BELOW) SWI AND W/(1)ROW OF TRUSS g rY s ertain 1� SLU2 WALLS ONLY. 3/8"APA 2x4"2 SYP TOP le other applications when a single,continuous threaded rod can't N used,a coupler should be used to join two f lI EDGE OF 2x NEED NOT B£ PORCH SI=AM, .131x3 NAILS a 2" MEMBER - J 6WTN'G w/b' SEF or more pieces of rad together to create a continuos path fiom to late to foundator 'The coca ler should be FLUSH W/EDGE OF TOP I!?- PASTER SOFFIT t0 O/C. USE WHEN (3).131x3" P P P p 2x FASCIA OR 1 1x4 NAILER w/(Z)led O/c 6d STRUCTURAL BOTTOM NAILS a low-carbon steel with a cross-sectional area of not less than.20 square inches,ideally 1'/."long X 11/16". OR 8d TO Ix4 SHEET SI FOR CHORDS ON EACH Each rod should be threaded not less than%"into the coupler and the two rods should make contact at or near SHEET SOF FASCIA tHRU, (rj° 1 iA e EA Ib"O/C STUD VER its NAILER 4 2x MINIMUM SIZE. the middle of the coupler and be lightened so as to prevent the movement of the coupler or either tueaded and SOFFIT TO 2x BEE DETAIL A/B FOR STUD DIFFERENT TRUSS DR P Bh p FASTEN R MA6 L A F VENEER FASCIA WEIGHTS ON LEDGER Al exterior walls,APA or TECO rated sheathing,or 5/16"llardi-Panel should be applied to one side of the FASCIA w/ SIDINGS OR FASTENERS MA-'<,m VkTIE " w/ SIZE/SPACING REQUIREMENTS. OPPOSITE TO wall.An additional row of 8d nails(6d with Flardi-Panel)should be placed at 6"o/c into the top plate AASTEN NET O.H. APPv'D FASTENERS MAX a 6"o/a ET O.H. SIDES or BLOCKING- assembly in addition to any other nailing specified for securing the sheathing to the frame, CONNECTORS (SHEATµfNCs t FASTENERS a AT PORC3.M NOT Wilcr-r-44y 1pt WIFIEp 14TH A NOTE WALL. At exterior wall applications where the 1Y170D•TieAnchoring Rods are used to resist roof uplifts and CONNE=GtaRS DER P!_AN MAX 6°o/c- TO-N-VATN PORC"CaILM 'Ix{C0NTH1�Ua�Na Q� 4 12EA L EOR 1(3).131x3" At exterior moments,additional intermediate shear nchor ng arerequired to resist lateral wind loading MAY Ee UWp M CCNixNCTION WrtW E�E6 A VNTL 'TOENAILS•e MILN CLNKi rMTERIAL t2R ExrEPoOR-E APP a'h'PatH OVER a (perpendicular to the wall)and distribute shcar-wall loads(parallel to the wall),.The intermediate shear OEILM4 COAR7 rdILY m RATED FOR TFIL.a�PLtcp.Y_1eNET T b l4 C4Wh 04JC%11Rft FOR Thae BPECIF25 APPIg=12 910 rlaE STUD POST - Ip[y 2x4•2 SFF P05T 1EACH connectors may be either'/}"diameter X 4'/a"embedment threaded/epoxied rods located at or near third-points ����B'��t19]I n•vrc 2x4•2 SPF (BLOCKING TO • ST O Ib"' N (ATTA0W To L•AC4 4tMFMCTNG Ttalee OR 2x PER PLY OF FORD 4 BEAM FOR between TV00D DeAnchonngRo&,but in no case mate than 36"from any two anchor,or Ya"diamcterX Or E94CJKMG u/12J Ind NA484 AND guar BE A-F+LIM TO BLOCKING a 'TOP PLATE CONVENTIONAL LUMBER. 2ply 2x4 1�/;'embedment TapCon anchors or.163"(or larger)diameter X 1 V2"embedment Dower-actuated fasteners, THE� ED �E' alt: o•eAS r RX wA4 02 SPF POST F'ER PLY OF paRGl-I 24"O/C, (OF EXTERIOR located at or near quarter-poinIs between 1YOOWDeAnchoring Rods,but in nu case more than 24"from any rue^ed TALLA IC TO Thad t2•o/�tx4•A5 F•elhraCiM4 BEAM FOR ENGINEERED LUMBER two anchor combinations or!fid case haul nails at not more than 12"o/c. M THE ECF4 ATlcri NBTraAJCTkNe esacrlaTEp wma EXTERIOR TIE aF�cF1c t uTEwaL At each side of the shoe plate joint,any one of the four intermediate shear connectors outlined in the NOTE; GCONT INI,IOIJS 11100D BRAG(NCz wdLl' preceding paragraph may be used to secure the plate and prevent horizontal movement.-The shoo-plate joint THIS INTERIOR SHEAR WALL DETAIL iS INTENDED FOR USE IN AREAS WHERE THE fastener should be located within 6"of the joint. SHEAR WALL RUN$PARALLEL t4 THE TRUSSES, THIS Is AN ALTERNATIVE t0 "' C CONTINUING SHEAR WALL FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK The typical maximum allowable tension load for each unit is 3,000}1 at interior locations exterior locations, IF THE HOUSE IS TIED DOWN UNW2 when installed as designed. STi AL T NAT INTE 10 SI�E/4 WA F AMINE N PORCH A'-1 TO STU CONVENTIONAL STRAPPING,REFER N TRUSS BLOCKING STI TRU55 DRACiNG $ OVERHANG ALTERNATIVES 5T1 WALL DETAIL TO THE SI STRUCTURAL SWEET FOR 5T1 DETAIL 1/x,11 a 1'-Q�" PORCW BEAM CONNECTION 1/2" = 1'-,a" 3/8" - 1'-0" DETAILS. 1/211 = 1'-0u TH15 DOCUMENT 15 AN INSTRUMENT OF STRUCTURAL GENERAL NOTES l FOR OT ER'S SERVICE FOR HERS FOR CON- STOP LATH AND SEE STI FOR VERTICAL, WALL CONNECTION. STRUCTION OF PROJECT STUCCO GORNE AS TITLED BELOW. BEAD I" BELOW 4" GONG SLAB W/ R BARRIER O INFORMATION DERIVED cooc?g ' STOP LATH AND SEE STI FOR VERTICAL WALL CONNECTION. FINISHED FLO OVER , MIL VAPOR BARRIER OVER 4" GONG SLAB W/ 6x6x10II0 WWF SLOPE 3/4" X 12" STUCCO CORNER GLEAN, WELL COMPACTED, CREATED FILL FROM THIS INSTRUMENT 2001 FLORIDA BUILDING CODE (FBC) OVER b MIL VAPOR BARRIER OVERAT GARAGE DOOR BEAD I" BELOW 4" GONG BLAB W/ 6xCox10/10 11JI11F MAY BE USED -- ____ ___ CAN NOT BE USED FOR ASCE 1-98 GLEAN, WELL COMPACTED, TREATED FILLEXP. JOINT FINISHED FLOOAS BRICK LEDG OTHER WORKS UNLESS FSD R CLEAN' MI LI_ COMPACTED, TREATED FILL AUTHORIZED E3Y THE 1991 N05 VARIES -----=-` SLOPE RA - - - --�µ-^.-- _ G D (U 04 RE15AR CONT. 0 HEADER COURSE ENGINEER WITHOUT - - GRASLOPE ---------- -- — ���_T-• _ �� -_� _-- _ 4" GONG SLAB W/ 6XFiXIO/10 WILFARE _ _. - — MIN.D DIMENSIONS p = I � I� �l INFRINGEMENT OF LEGAL OVER � MIL VAPOR BARRIER OVER � -- F GENERAL -- -- CLEAN, WELL COMPACTED, TREATED FILL n 4 '• _ - _II F 4" 1 STORY DIMENSIONS ARE RICxHTS. A,Dest n 1s void after two ears from original date of issue, unless u dated to acts table codes and ractTcea at that time. = IIII=- ____ - r ! c� vii I--1 MIN. DISTANCES 9 y 9 p p p :.. - --��� ��� _-r1- cv _ , _I-� CLEAN COMPACTED -=1(I 1 �' 2 STOR`t' -- _ 5C I TION -- - y 9 y p p _-_-= - I= _ -- •-- - I'I I - - �• ..., __-- - ... ct� � � SAND FILL _ RE DE iZ P „ -J _. . _-- _..' L.... = �� i STORY W/ 2 OR LESS COURSES, EL Po net scale. Use dimensions from the architectural Ian. Notify engineer Immediately If discrepancies are Found between lams. _ - I,I _ i I, I_ •-•.�-.:: - _ � I_ Ail details shall be in accordance with instructions from manufacturer Or designer. - -STORY I - 1 I 0 !C .•• POUR 5TEMWALL SOLID OR U5E 10"x20" FM'G _ -- - - - (2>"5 OR 31'4 CONT2-STORY _ ._ 6 MIL VAPOR D All temporary shoring shall be the responsibility of the Contractor. _ _- _ - - - BARRIER /O BRICK (tYP. VERTICAL REINFORCEMENT). "4 DOWELS -- I I I - - _ -- 1 t i 1=I I a CORNERS 4 4S"o/c THEREAFTER - BEND 2 -- I -- I - FOI,INDAT IQN: _ I STORY - j I- _� I - I:I - ALL DOWELS m TOP BOTTOM,EMBED - I - I I, - W/ ICK III III-= MINIMUM 6" INTO FOOTING /12" INTO SLAB 3 A,This design has been completed In accordance with pertinent standards, recommended deafen soil parameters, and accepted ---III 20" III ---" _ 12° GROUT ALL CELLS W/ REINFORCEMENT) 4 - (I>+'4 GOVT MAX. STEMWALL HEIGHT: (5) - -- W/i/Bt CIC 20"WIIDE tINCLUDING LEDGE)W/(3)P4 OR M05 COURSES HIGH REQUIRE W/O BRICK 16"x8' engineering design procedures, and is based an the best information available at the time of completion. The deafen is (ntenoied 2 `./ I IIII Wio 15RICK 12 WIDE W1(2)04 OR MIS,CONT. S" COURSES WALLS 7 (5) 8" 1 TSO Y FOOTING SITE I..: I u to minimize differential movement resulting from the heaving of expansive soil or settling of subsurface soils. It must be recoginlzed w/lyra OR[2P5 corer. TU�:N E!� DOWN EDGE a-�-`�• ADDITIONAL ANALYSIS a wr t3Rluc sm�°Wi(3)+4 OR!a1'�conk. that Foundation components will undergo movement. Any subsequent owners shall be appraised of the soil condition and advisoed to / W/O BRICK I6"WIpE Wi[31r4 OR[2J'S CONT. 2 $TORY maintain good ract(ces in the Future with regard to surface and subsurface dra(na e, Framing of partitions above floor slabs, and iCJ W1 BRICK a4"WIDE[INCLUID W3 LEDGE)W/!41"4 OR(3)05 REINFORCEMENT. W/O BRICK 20"xi0"W/430"4 OR 3,'05 CONT. g IO g g g p 1� �E A I�I NC� rJ T E I`' D O UJN Wr BRICK a4"xt0"W/lar4 OR!31"5 CANT. Finish work above the Floor slabs, etc. &Design has been based on a non-expansive soil with an allowable soil bearing capacity oF2~psi. Active EFP= 30 poF (Ie9vel backalope). 1 TYPICAL CAL FOUNDATION DETAIL 1 TYPICAL FOUNDATION DETAIL �Backf(ll adjacent to foundation walls shall not be placed until the walls have sufficient strength and have been anchored to tthe floor system above or adequately braced to prevent damage to the wall. E)Refer to the Geotechnical Engineer's report for all soil requirements for this site. P-All foundation pads shall be formed to proper dimensions as indicated on the drawings and centered on column or wall- SEE STI FOR VERTICAL WALL CONNECTION. P The location of Foundation Jogs, steps and top of wall elevations and connections are critical to foundation performance. Thiese items 4" CONG SLAB W/ 6X&XI0/I0 UALF 5 1/2" are shown an the plans but may change during the actual construction_ As a result, this design can not address proper Foundation OVER 6 MIL VAPOR BARRIER OVER • MAX. 2 COURSES 4" LONG SLAB W/ (vx6Xl0/10 IL�UJF 5 i/2" WIDE CONG. SILL TOP At MAIN ABOVE SLAB LEVEL. SEE 5Tl FOR VERTICAL GLEAN, WELL COMPACTED, TERMITE OVER 6 MIL VAPOR BARRIER OVER WALL CONNECTION. Builders canf(guration unless stated specifically on the drawings. TREATED FILL CLEAN, WELL COMPACTED, TREATS FILL STOP LATH AND SLAB St LEVEL. TO GARAGE FLOOR (11"4. CONT. IN SOLID GROUTED T - -- STUCCO CORNER VARIESt MAX 5 1/2" (HEIGHTS 1rXGEEDING GCJNCRE�-� _ -F Z _1Vr, - L� ,-�� �- BEAD I" BELOW WIDTH REQ ADDITIONAL ANALYSIS) U-BLOCK COURSE Fi rstSo u rte VARIES "T j� -- _ _ - FINISHED FLOO 4" CONC SLAB W/ rox(ox10/10 WWF TYPICAL SLAB A..Detail reinforcement in accordance with AGI 315-80 (Revised 1988) C)etalling Manual. Minimum concrete cover for reinforcement �� ^I - _ f = OVER 6 MIL VAPOR BARRIER OVER �fJac�s�nville a .. • - _ , _� I . . shall be as follows: -- — I ._ GLEAN, LL COMPACTED,TREATED FILL TYF•'. VERT. . =IIII - -' _I - — BARRIER RENNF. _ e , nc �� I D 1) Concrete cast against earth 3" - - - - �_ - - _ - _- I --•-•-- ....... _= I I-- I I I I: i !I I _ R -- signCenter ---. _ ==__ '.:._. - I SLOPE TTT I IIII 1 I =� I - g _ �� -- _.... ,� I I,i 1.. --1 ._ I I I -I I ,_I�I VAPOR GRADE _ _ M 2)Formed Concrete exposed to earth or weather 1 1!2 I I ---� I_ _ -"- I -IIII - TYPICAL FOOTING - SEE I/St2 FOR (0550 Roosevelt Blvd. 3) Interior slabs, walls 3/4" _ ( ONT. GLEAN COMPACTED I I I I I 51XE/REINFORCEMENT Id,Minimum compressive design strength OF Concrete used for Foundations and slabs shall be 25"psi ID 25 days. =III �� - SAND FILL Jacksonville,32244 Florida I J I - - onville, F --- C,.RetnForcing steel shall conform to ASTM A615, grade 40. --1 I I I-T D Longitudinal reinforcing in walls and footings shall be Continuous at corners and intersections. Matching corner bars shall be- used. Minimum lap of retnfarcing shall be 40 bar diameters, but not less than 20". - Tel g�4.772-6100 TYPICAL FOUNDATION " E•All concrete operations, including but not limited to mix design, mixing, transporting, placing, reinforcing detailing and placing, curing, DOWN I I = -I I-- - -1 FaX 90431 -2835 and testing shall be done In accordance with the requirements and application of AGI 301-84 (85), "Specifications for Structural Concrete". 5TEF DOWN IMENSIONS A IN. DISTANCES I I � I ^.. '- 11 NON- LOAD 5E,4i�iNC� .� TURNED DOI,UN EDGE Wo NON- LOAD 2 FOUNDATION ,4T C-c�,iz,4C�E 2 FOUNDATION ,4T C�A�'AC�E A,Framing lumber shall be as follows or better: 2 x Rafters/Beams/Joists "2 SYP 19% M.G. I-Joists Provided by TrusJolst, or equivalent. Engineered Beams Provided by TrusJoist, or equivalent. 4" GONG 5LAB W/ 6x�oXlO/10 WILE OVER 6 MIL VAPOR BARRIER OVER OVERLAP 5LAB RECESS SLAB 3/4" FOR Plates "2 SYP 19% M.G. CLEAN, WELL COMPACTED, TERMITE HEADER BLOCK OR Studs "2 SPF 19% M.C. •- Typical - Unless Noted Otherwise TREATED FILL 2" _ I I/2° THRESHOLD Stud Grade SPF Ica% M.G. (2x4 up to 8'-1 1/8", one story residence only except partially enclosed structures) STEP 4 CAST STEP DOUJN 1-I/2" OUTSIDE AGE of 1/411 (FROM 9L All nails shall be type NC420n4n- unless noted otherwise. Options to using Common nails are as follows. 12 d=10d=0.131"x3" Gun Nails ____ _ ____ --�-----_._._.__._._-_..--•_-- VARIES .. • _ RECESS SLA5 3/ OR Sd=0.099"x2 1/4" Screw/Glue Shank Gun Nails (provided that the o/c spacing 1s reduced by 1/3. I.E.: 8d a 6"/12"o/c becomes 1~ - �V - � -- •. •• 4 CONC 5LAB W/ 6X6X10/10 WWF OVER ra MIL VAPOR BARRIER OVER 0599"x2 I/4" 4"/8"o/C.) _ - I I ' -1 TVP. SLAB GLEAN,WELL COMPACTED, TREATED FILL LI-1 -I I I1. ,I� - -- -_ TYP. 5LAB UAtere not otherwise shown an laps, all Hellin or screwing shall be as indicated to the current Florida Building Code, ASCE 7-g8, -�T-_� --_�_-_ir -IIII` --IIII- -:11-1 _ I 1i -__----F _ J C- p 9 9 .•---. - - - - --- ;I �. and/or N991 NDS - _ .-__. ..•. .. :•._� ..�•,: ,�• ��-._��- ^_-- -W� _ II = II111 -- _M�� referenced above. All sheathing must be nailed or screwed 4 adhesives SHALL NOT be used in place of nailing. -i I -IIII= CLEAN COMPACTED -- _ _ _ . _ ._ — DMetal connectors to be provided b 51MP50N. Alternate connecters w/ equivalent or higher allowable loads maybe used in lieu of - __- -- T ISI i TYPICAL FOOTING I TYPICAL FOOTING SEE 5T2 FOR p y q g I- I - SEE I/5T2 SAND FILL -- -- S12ElREINFORc1rMEN specified components. III=IIII LI;II I =. I - I_. -= I R -_.'I I'- I I- 1 - _ - 21"4 CONT. - I-STORY I I I ---IIII FOR SIZE/ E,All exterior walla to be sheathed with min. 1/16" 0.58. with 8d 6" oz. along panel edges, 12" o.c. in field (8" with partially encclosed I I I IIII T=-- I I (2 5 OR(3)04 DONT.FOR 1 I _- - I_ I'I I' REINFORCEMENT III=11I I = p _ structures), except as noted on Structural plan. II I = 16 I 2-STORY TYPICAL FOUNDATION P Engineered com oriets (trusses, i- dist, etc.) shall be installed per manufacturers specifications 4 directios. = I STORY _ IIII _ _ g p J p p - 6• All permanent bracing of trusses with continuous lateral braces shall be diagonally braced per H15-91 spaced not more than 1,16 feet oz. and 20" _, i •. •-,'I t I � not more than 4' from and Of Continuous lateral brace. 2 STORY �' 12 INTEI�IOf� 1=3E FOUND, AT S.C .D. FOUND. AT S.C .D. II A_Detail, Fabricate, and erect steel according to AISG g STEMWALL STEP DOWN 3 3 —tl "Specification For the Design, Fabrication, and Erection of Structural Steel Buildings", 9th edition. 1�J<--. ft5tructural steel shall be: Except as below ASTM A36 Pipe ASTM A53, type E or 5, Gr. B d" CoNG SLAB W/ 6XroX10/10 WIUF HOLD HDR ELIC OVER 9, MIL VAPOR BARRIER OVER TO OUTSIDE II Tube ASTM A500 MARBLE BILL ---ll G•,All bolts shall be A301 unless Hated otherwise. GLEAN, WELL COMPACTED, TERMITE I I/2" IIII IIII CO-All welding shall be by a certiFled welder. TREATED FILL iL�� TVP. 5LAB 1-I/2" 5" MAY VARY TILE HAND TOOL ALL CONTROL JOINT „ LLF (SEE FOUNDATION TOOL 1" DEEP WHILE CONCRETE 4 GONC SLAB W/ roX�oXl RIE lA1O P, MA°.QNRYr 15 WORKABLE Ll CLER , MIL VAPOR BARRIER OVER _ -�- PLAN) CLEAN, LL COMPACTED,TREATED FILL A..Concrete block shall have a minimum compressive strength, F'm of 6"p9 Masonry shall be laid up using type 5 mortar only. IWI I- -IIII=IIII W1= ILL_ 11 1 An masonry In Contact with earth shall be routed full. Grout aha 11 have a minimum compressive strength of 3000 pot. �---------- T___ _ ! _ Any y 9 IL All concrete masonry operations, shall be done in accordance with the provisions of the latest applicable recommendations of the7, ACI - ---II - rt ACI Manual of Standard Practice. _ - - -L• W I ^ I' 9 �� f fw � i I I I_ I--V1.. -_ _ ! • )I I = I T I -- ,� _ TYPICAL FOOTINCs - SEE 1/sT2 C.La all vertical relnforcin a minimum of 20 . D.Pravfde horizontal Joint reinforcing at 16" a.c. vertically. Reinforcing wire shall conform to ASTM A52 and ASTM AI6-1 TYPE 304. _-_ - 1 I 1 - -- R SIZE/REINFORGEME ==IIII= TYPICAL FOUNDATION M11J SUNKEN SHOWER DETAIL 13 9 CONTROL JOINT FOUND. AT D001c' SILL 4 FOUND, AT DOOM SILL DRAWN BAM,RW CHECKED LAP STANDARD FOUNDATION DETAILS SCALE NOTED DATE 1/11/02 JOB NO. STANDARD I" AIR SPACE (1)04 x 2'-0" OVER 8"xs" CHASE IN TR�i$S DETAILS •FLASHING MUST PASS THROUGH BRICK VENEER A LEVEL BELOW F T���T�y4T- �- `~ ►, CONC. BLOCK STEM � � �1�• �,, EXTEND FLASHING BELOW SHOE PLATE - WALL. P . {u�, /� } r GROUT SOLID GRADE F U Y9�.�I 1. I o y� Note- C__ EXTERIOR WALLS HAVE THE EXTERIOR METAL OR PLASTIC 1 1 i SHEATHING FLUSH WITH THE FOUNDATION. (POLY)FLASHINcs AROUND PIPE GROUT SOLID '[ •T ''� 1 �i. PULL ALL INTERIOR WALL DIMENSIONS ___ 'C 1 FROM OUTER EDGE 5LAE3. WEEP HOLES a 48" O/C �• GLEAN COMPACTED AROUND PIPE C`r° SAND FILL .I. I _ III W O O d vertical c O n 5 t r u O t ® 3/4 (NOM.) STUCCO OVER LATH 4 PAPER 1 Z 8" MIN. - DEEPEN � FOOTING � CHASE TYPICAL FOUNDATION -III--' •,:�::,:. :�,•.•s I - TYPICALFOR SI FOOTING SEE ��. •�`� P ,•♦aa'� � _ shown atop FoundationI/4 GAP BETWEEN SHEATHING 4 CONCRETE R "ter LOCATION A5 REQ D TO PROVIDE PROPER Ii jk P FOOTING DEPTH. III-III- III--I details �'®r clarity, uuc»®I, _ GRADE - (1 �TUGCO STOP •N4L �r�u., icF Or other 5tructura I UTILITY GH,45E LIGHT COAT MASONRY "DRESSING" 70 FILL FILL VOID BETWEEN ERIC UTILITY CHASE � BLOCK V0105 AND/OR HONEYCOMBS VENEER 4 FOUNDATION! i TAR OR Vertical cOn5tructIOn GROUT,FILWALL L SOLID FROM FOOTING To UNDERSIDE OF FLAN - S T I For FLASHINCa `' �_� (acceptable sem s ci FicS. 15 STUCCO DETAIL 14 5RICK DETAIL MONOLITHIC FOUNDATION DETAILS STEM WALL FOUNDATION DETAILS SHEET THESE DETAILS ARE INTERCHANGEABLE WITH THE THESE DETAILS ARE INTERCHANGEABLE WITH THE GT2 STUCCO ADDENDUM EBRICfC ADDENDUM STEM WALLS FOUNDATION DETAILS. MONOLITHIC FOUNDATION DETAILS OF - SHEETS HABITAT FOR HUMANITY OF THE JACKSONVILLE B _ ��CHES IM 1671 FRANCIS AVENUE ATLANTIC BEACH , FL 32233 HABITAT FOR (904) 241 -1222 HUMANITY OF FAX: (904) 241 -4310 THE JACKSONVILLE BEACHES BUILDING CODE SUMMARY 2 STORY , 3 BEDROOM DUPL, EX 1671 FRANCIS AVENUE ATLANTIC BEACH, FL 32233 CODE ENFORCEMENT JURISDICTION : DUVAL COUNTY (904) 241-1222 1116 11118 SCHEIDEL COURT FAX: (904) 241-4310 ZONING CODE: THE PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS ATLANTIC BEACH, FLORIDA 32233 � OF CHAPTER 656, ZONING CODE FOR RESIDENTIAL DISTRICTS , INCLUDING MAXIMUM DUVAL COUNTY BUILDING HEIGHT OF THIRTY FIVE FEET (35'-0"). ZONING CLASSIFICATION : - DRAWING INDEX WIND ZONE: 120 MPH (WIND-BORNE DEBRIS) — - FLORIDA BUILDING CODE: 2001 EDITION Al - TITLE SHEET , DRAWING INDEX ,. 'G 'EN `. NOTES 2 STORY , FLORIDA BUILDING CODE - PLUMBING: 2001 EDITION 3 BED FLORIDA BUILDING CODE = MECHANICAL: 2001 EDIT NDON A2- FOUNDATION PLAN FLORIDA BUILDING CODE FUEL GAS 2001 EDITIO A3- FIRST FLOOR PLANDUPLEX NATIONAL ELECTRICAL CODE: 2000 EDITION FLORIDA FIRE PREVENTION CODE: 2001 EDITION A4- SECOND FLOOR PLAN � 5 OCCUPANCY CLASSIFICATION : RESIDENTIAL A5- ELEVATIONS � -- `--------- - --; A6- ELEVATIONS2005 111611118 SCHEIDEL COURT CONSTRUCTION TYPE: TYPE VI (UP) A7� �U ROOF PLAN ATLANTIC BEACH, FL SPRINKLED: NO �v - - 32233 FIRE DISTRICT: NO A8- ROOF DETAILS --��--- DUVAL COUNTY BUILDING HEIGHT- Ag- WALL SECTION AND DETAILS APPROXIMATE HEIGHT AFG: 17'-0" A10- FIRST FLOOR ELECTRICAL PLAN MEAN ROOF HEIGHT: 12'-1 " BUILDING AREA (TYPICAL OF TWO)- All - SECOND FLOOR ELECTRICAL PLAN TITLE SHEET, INDEX OF FIRST FLOOR A/C: 614 SQ FT. ��i�' DRAW NDS, SECOND FLOOR A/C: 602 SQ FT. TOTAL A/C: 1 ,216 SQ FT. GENERAL GARAGE: N/A NOTES LANAI : N/A ENTRY: N/A. STORAGE : 26 SQ FT. �a-rE: � a� 2i2oo5 'APPROVED DRAWN BY: LAT TOTAL UNDER ROOF: 1 ,242 SQ FT. ° BWL�NOF `G ATLANTIC --- - NOV 3 0 2004 LOT AREA: * THIS BUILDING IS A TOWNHOME SOLD AS "FEE SIMPLE" UNITS. BUILDING COMPLIES WITH THE SEPARATION REQUIREMENTS SET FORTH IN FBC 2001 - 704.4 �°` ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, RINIM _......__--__- - HABITAT FOR ....... ........ ........ .... ...................................... i e r ................ ... ....... ..........................._...... ..............._...............- _........a..,. .......... _................ _.....m...... .,<... HUMANITY......... . ... ............. .................. .............. ... ................... ...... ...... ... .. ,. ... E ............ ............. .............. E THE ...... ..... ........................................ ...................................... _ .............. { a f JACKSONVILLE ....................................... BEACHES-------------- 0. .... ... .......... 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'ri'm"9tiKS n:xkkk ttk:`-IF:::-r•s ...] .. ..... ... ...... .m.—.•..x. ...H iii DATE: 10/12/2005 . k.i,. ............: .<x.if„,i ew..... , ...si{4,G,,,..c..•,k k .... ..,.s Cs.<..�Sb kkk{.Ss{#2F�' >:'FFFFFFF K:'d'. "'S.....:::...........• �xkikksk.kG m~ :EkE ... :....:.,:...i'5913�1Y}:K' F DRAWN BY: LAT `F. y,. aM. i w •"�,. ,' III Ad r ( A s� _A6* HABITAT F .... Y HUMANITY OF ENTRY RICHT „ ?. STORY 3 8�[7Rt;t7M MC;f.3El.. ENTRY LEFT 7 STORY 3 BEDROOM MC)O�:L. F ....._..W._....� ___....................... .............._................_._...r.........................................._..............................._............ .........._............._..................................................._.._­.._._......._........._......................................._........._........... 40' ----0" THE 20'—p„ ON ................ °' JACKSONVILLE ..... _ „�.....� 4.� ... 6'-0" BEACHES ............. ...... �� : : : E t r _......__....._..� ......._................._.. .._........_......__.. _.._..................._...�..... .�_�......................_.... � _...... _ .......................... ........ .......................... AAV ABOVE �' � ��•c; Ali r,,�Nc� T}���� �, ' 1671 FRANCIS AVENUE AFF A`.30VE FINIS ED >�HU A'R H I N;.)L-:R UNI �. ATLANTIC BEACH, FL CAE.%S CABINETS ,,. "' x IQ , -----a� �,�. ..��.� ” 32233 G1-NG CEILING (904) 241-1222 # :r DISHWASHER t�sSHl I b 6();6 . SGI :Fc�.:J :,€ '� icy �t a€ 6068 SG,I� FAX: (904) 241-4310 .. .. ..... ..... .. F1 IR F1_0OR FP FiREPLAC't� � t-j � L �r J D t GLS Ida .M E MY~ DICINE CABINET _. ° I C� :a I KITCHEN M#R M€I�Rt�)F� �� I:ITt.�C?'� p •...,. ......._..._..._._..... ; - . METAL DINING ROOM �.3r'�a� Y"—i'S?"�L ii.7 "Al,� •", /� ..-..... �`•DINI1'rr...........,.�..'s./(Vi # /��"'... lx: � (f y l��•y} qp uj f1 V; iyi.. ♦r .........................�...................p..�.......................... ^Cil ~• ()r 4�. .) 4`.l ( �.' \„^1 I�.J .5:. V•1 L=y i..i..iVW C3N0 C3 'C €N0 OM'T OF'T#:ANAL '� � � � � RI `s C;LUT:#i*`� ROD and CLF SH (2) :�HMIMV S (0UANI .__..._ _. REF REFRIGERATOR Le _ !/ v. _. y t + .):.. V�):..�.}1 :: i �ti,f, � t ^K\i )Tl.l[Zt�l.7 4 r"a lC�) �:.. 1 J f; aA"'CI CLOSET ...................:...:...:.............. L ra. I. r ......... € H, W S�%)C`C� EATER �� 1 [. �— �_ € .......... ...................................) : c1-80 V ti , z L ��6� �...... �.... �, 2 STORY} .. ...... ... .. 4.2 11 SOA E YI-'I (JI::_ ..W J " J-.l . 1 _ i ::7—IALF __.._.�_._.................................................... ... R ............................................................................................ ...................._.. .. .. ........................... .� ra :.. j 1 aP �r 3 t1' 1 1 }.. }.. I I'Z li.. �k/l�Fl )( Al I..'��Y'� DER �� Y�5 N A ... 3 BED CV .___.__._.._..._........w P ) 8' CLNG rr I. f:. C 1 rA ............ - JI�'Y v 3 ... ..... ... tF� 1 _ .. F68 )2m) .. DUPLEX 1ST FLOOR L}SYNC SPACE. � �=�. a-� �„ }s1��s.. .�## }..�rOF: #..# '#'vc SlAr:=:.: s r. . +� j "61A HALF ziK 36"H 1­11ALF ._._ ...._...._..._..... >�rnLL CAP; AL- . , �; �: N/A r3Ea 1116 / 1118 SCHEIDEL COURT .I.O.I.AL L€V(N(: SPACE: 1,2 SO �..T .,; N � ,�, r „ s'-� " I �� 2,„ „ .�,_�„ " ATLANTIC BEACH, FL ;,A1-cAC%: _::. =PEr�' .. ..........._ .._...� _............ 3'_1 „ 3 3 4 —0 4 —3r — 4 —� 0 3' E � _...................................... 32233 N; DUVAL COUNTY TOTAL UNO R ROOF; 1,2 SG F�T. r...... r•'s t . ..... f'' �.„. ....................... ......... J AR ;. . .... y.. ir C] . OF, >t .7 .7# . 5i).) S€ CANT?€'•:�4 .Y#:•i::.`; N € s'AN TILE V}:.E RED ;� Ctif N i.�:Vfl. _ _ ____. __-- -----_____— ~~ _.......--------. ..---..------•— €..€.V�.... C. CV 3 , f, NO- TE .. ' I 10, O„ , 10,—Of, 51—Of, (I,.) E Iva RS y� y„ '-�0 ,� _1t? 4'-- 10 (1 X) FC RISERS 0 9 1/2" W/ 1„ 0 �, IO....E ; TOTAL TREAD RTI I .- "` 1.� I 0'—Uf' 20'-0" FIRST FLOOR 2, TREADS- MAD OF 2x12 �1,JUED & N Et) 40' 0„ ! _ °µ } {, PLAN 3, ]•[iS[_.'RS h�A E:: O 1x8 GLUED & NAI Q I 4. LANDINGS 1�.�� r cx8. 0 16" OC, K W I I I s e fir` #.3LL:. GL�.11") ck NAI „ 'C) :JIt ARS 2x1' '�t�t#ALLY . c ; (T�r#�; .W;.., EPARIATION `���A#..#._ �. € . 1 �....., . DATE: 10/12/2005 ( DRAWN BY: LAT ,I