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Stocks Street 906 (2) CIA 2x NO.2 SYP NAILER FASTENED TO 11) DOUBLE TOP LATE WITH 12d 2 TRUSS BOTTOM CIJORD COMMON AT 3'O.C. cv � 0 i 2x NO.2 SYP NAILER FASTENED TO TRUS BOTTOM CHORD (DADJACENT TRU55 WITH (1) ROW OF 12d COMMON AT 3' O.C. (p )1 y 2x FRAME DOWN FROM HEADER ABOVE C� JACK t KINGS STUDS A5 N FASTEN TOP PLATES TO EACH REO OTHER WITH 2 ROWS OF (4) 10d (2r1x N0.2 SPF GR055 PLATE, COMMON BETWEEN EACH STUD. SHEET R K (TVP) - NAIL EACH PLT 0 EACH END _ W/(2) 12d COMMON TOE-NAIL. 2x SPF ANGLE BLOCKING EACH 1/16' 050 ATTACHED TO 2x4 STUD�v AT 16" O.C. FASTEN WITH SIDE OF WINDOW. NAIL W EACH ROOF DECK PER IUD$ T 1 COMMON ST 3' Off. OPTION ON I ` END to/(2) 12d COMMON �-�-- M TOENAIL. TYPICAL WALL SECTION. ON EDGE, 12' O.C. IN FIELD. LL IF REQUIRED, SHIM WITH 2x SPF, E �1) -0- 2x4 NO.2 SYP CATS AT 12" O.G. CATS TO EA H ADJACENT ���^- � -_= FASTEN SHIM TO ANGLE BLK -A FASTENED TO DOUBLE TOP TRU55 WITH ( ) IOd COMMON - - - W/(4) 10d OR (4) 12d —1 PLATE WITH (4) 12d COMMON TOE-NAILS. MANUFAtURER'S NAILING } FLANGE Q ((— TRUSS BOTTOM CHORD TRUS BOTTOM CHORD (2)2X4 NO.2 SPF min. MULL tJ) W/PLYWOOD FLITCH TOENAIL EACH END OF EACH PLATE U W/(2)120 COMMON OR IOD CC 1L Q NOTS FASTEN TOP PLATES TO EACH CUT EXTERIOR SHEATHING TO ROOF TRUSS TRUSSES PARALLEL TO WALL: CIO OTHER WITH 2 ROWS T E CH MATCH RADIAL WINDOW FRAME tl�z' 2x6 NO 2 SYP NAILER FASTENED11 TO PPL TOP PLT W/10d AT 3' O.C. COMMON BETWEEN EACH STUD. SHEET R K CTYP) INTERMEDIATE )AGK STUDS BETWEEN WINDOWS, SEE PLAN. 2x6 No 2 SYP BLOCKING SSES PERPENDICULAR TO WALL: 1116' 055 ATTACHED TO 2x4 BETWEEN EACH TRUSS, FASTEN 2x&- No 2 SYP BLOCKING STUD$ AT 16" O.G. FASTEN WITH OPTION 2 MINIMUM ad COMMON AT 3' 0r-. TO BEAM W/Imd AT 4" O.C. BETWEEN EACH TRUSS. FASTEN � ON EDGE, 12' O.C. IN FIELD, WINDOW FRAMING - 12u OR LE55 LOUDER UNIT TO DBL TOP PLT W/10d AT 4' O.C. � W/SMALLER RADIAL ABOVE WIWOOD MULL BETWEEN 2x4 N0.2 SYP NAILER TO BOTTOM CHORD OF TRUSS W/10d COMMON AT 3' O.C. 1 MAX 1/1&' 05 FASTENED TO • TRUSS BOTTOM CHORD DOUBLE OP PLATE W/Sd S' OR THICKER CDx (� COMMON AT 3' O.C. FASTENED TO TRUSSES, RAFTERS OR BLOCKING z PORCH BEAM WI/ad COMMONS 9 3' EDGE, 12' FIELD. WALL FRAMING N FASTEN SHEATHING TO NAILER 11161 055 FASTENEID TO W/Sd COMMON AT 3' O.C. x/16' 05 ATTACHED TO 2x4 FRAMING PER PLAN. STUDS AlI 1ro' O.G. FASTEN WITH MINIMUM COMMON TYPICAL POfRCI-I SHEATHING DETAIL. FASTEN TOP PLATES TO EACH $d OTHER WITH 2 ROWS OF (4) 100 ON EDGE+ 12" O.C. IN FIELD. O.C, n COMMON BETWEEN EACH STUD. OPT ION 3 >— NOT THIS INTERIOR SHEARWALL DETAIL Is INTENDED FOR USF IN AREAS WHERE THE 5HEARWALL RUNS PARALLEL TO THE TRU55 S. THIS IS A KING and JACK STUDS PER ENGINEERING Z PREFERRED ALTERNATIVE TO FRAMING ABOVE THE PL TE LINE TO THE ROOF DECK LLL INTEIzIOrz SN5AR1114LL DETAIL GARAGE DOOR BUCK NAILED TO 5TUD5 W/ e , LQ aG n a itars ( (2) 16d COMMON or 12d CC NAILS 16 O,C, Q � to Q w it 4 o L/ w k FO k � Z T q ❑ � , WEATHER STRIPPING/STOP W ¢ � Q w g aF. a z w w 1 1 GARAGE DOORz Q) ww JWq� p113 ❑ awa FaF a w zaDa >. wwrrwAu�imaz0 awF40wFxxwQzax -___----_----- _Q � wp440. gF_ Fazw01 [3 4 z w Z4 � � � 2x6 SYP JAMB ATTACHED TO STUDS W/ ❑ w W z q ❑ ❑ M ❑ Q w NOT (2) ROWS OF 3�ip' GALV DECK SCREWS at 12' O.G. IN LIEU OF SPECIFIED DECK 5CR:W8 FOR BUCK z 4 4 X w q o P q - I p z ATTACHMENT, THE GARAGE DOOR SUPPLIER MAY x w LL GARAGE DOOR TRACK ATTACHED SPECIFY A FASTENING PATTERN OF THE GARAGE w a 4 a w 1 1-- dw L3 na 1° w w PER MANUF WRITTEN SPECIFICATIONS DOOR TRACK DIRECTLY TO THE KING AND JACK O z w w °- w z z a Q z M Q w STUDS, THROUGH THE BUCK x > -z< 0 GARAGE DOOR JAMES DETAIL WK0 114 m ? w 'aFw < i W l7w [7F 1W wU - NZTzFFT- :IZW13 Fly W 4 r, anx w ❑ z r- UI- ? 3Nizo ILM< QlnF - vu U SHEET NO.� a ST - � 0 5tructura Details LI JOB No.i AT 100804 LSU13D1V15ION: ,atlantic E3sach OLOT NO.: 6 5k ](go Unit N IF LATERAL BRACE MUST BE MADE OF MORE THAN ONE PIECE, Z FLOOR PLAN, CONTINUOUS LATERAL BRACE. QUANTITY AND LOCATION DEFINED DO 50 W)1TH OVERLAPPING BRACES LIKE THIS (TYP EVERYWHERE:) U Model TRUSS SHOP DRAWING. W f-- or:616NED: (1) DIAGONAL BRACE PER (4) TRUSSES (1) DIAGONAL BRACE PER (4) TRUSSES X 0,4E APPLIED TO BACK SIDE OF WE55 I"1 APPLIED TO SACK 510E OF WEBS [L �V1��,Ep, 1.1 II X MG 11 REVISIONS DATE L1 I.I I'lAND NOTES " LLIn I 1 LEGEND 11 r-BRACE FASTENED To z WEB W/12d AT 6" O.G. i•i I. ALL BRACING LUMBER SHOWN, EXCEPT FOR T-BRACE SHALL WE5 W/1 E TO BE SAME i•i BE Ix4 No. 3 SYP OR BETTER OR 2x4 N0. 3 SPF OR :> SIZE, SPECIES, AND 1 I BETTER(UNO). LUT- GRADE UGRADE AS WEB TO BE i.� 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE BRACED. i.i THOSE INDICATED ABOVE, IMMEDIATELY CONTACT THE z •i ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. I 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE O rl X BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING II I'1 BRACING ON THE INDIVIDUAL TRU5$ DETAILS PRODUCED PY _ 'i THE TRUSS ENGINEER APPLIED TO FRONT SIDE OF WEE36—,"z 1'1 4, ALL FASTENERS SHOWN ARE 0.131' DIA x 3' LONG (UNO). U PLALIL NS VALID ONLY WITH RED,,EiIGNATLIRE: ANIS RA1 iED"EIEAL RUSS NEgDING BRACING 0 .M� , t Y p ,���. I SINGLE TRUSS 51RACING z �►�; �. �, �' TRUSSES NEEDING BRACING U � ?� H Ly1 `{` � X y4, LATERAL BRACING - MULTIPLE TRU55E5 ul ,, P.. RMB3ON (1 P 906 :5k cis st ,P cv 1/16' OSB ROOF DECK, NAIL 3' OZ ON EDGES, 6' O.C. IN FIELD �t (UNO)WIT" 8d COMMONS. INTERIOR WALL ASSEMBLY (P 14Y D CAPACITY ; 724VTRUSS UP (� N0.2 SYP DOUBLE CTRU,SSE,S AT 24' O.C.) TOP PLATE �l (2YoPH4/6 W/(10) D TRU55 TO TDP PLATE: 1001 x 1-112' PRE-EW TRUSS TO TOP PLATE: ROOF TRUSS 51MP50N HS W/(10)1001 SIMP50N MT512 W/(14)1001 Q N0.2 SYP DOUBLE �111ALL 0 LL TOP PLATE EXTERIOR WALL ASSEMBLY CAPACITY ■ 1000"/TRUSS UP DOUBLE 2X4 N0.2 SYP TOP PLATE FASTENED 51/21 MAX I (TRUSSES AT 24' OZ.) W/(2) ROWS 1001 COMMONS AT 16' O.C. W (TTP) STAGGERED NAI N LAP. UNO).MIN 48' LAP W/MIN (24) 1001 -A _ IF ADDITIONAL ATC 15 INSTALLED A5 SHOWN,NO APH DOUBLE 2x4 NO2 5YP TOP PLATE FASTENED W/(2) ROWS 1001 COMMONS AT 16O.C.' 2x4 SP16' AC F 5TUD5 AT O . CONNECTION IS Z CONNECTION STAGGERED (UNO).MIN 48' LAP W1/1'11N (12) 10dRE= O v I 7/16NAILS IN LAP. ' OSB OVER 2x STUDS v fn INSTALL DBL 7x4 (5EE 5T-1 4 PLAN FOR STUD U BLOCKING IN FIRST SIZE, SPECIES AND SPACING)FASTEN OSB W/8d (2,MSTA30 I TWO STUD SPACES W/(24)1001xl-1/2' NAILS. (INSIDE FACE OF WALL) I 6' O.G. ON EDGES, 12' O.C. IN FIELD. � FASTEN 055 TO BLOCKING WITH 8d COMMONS W 3' O.G. W I 2x4 BOTTOM PLATE FASTEN 1T0 {-.. I BANDBOARD WITH 1001: 3' OJ.C. IN ATC W 48' O.C. SEE ATC SPEC FOR (E) ATG a 48' O.G. SEE ATC SPEC FOR DESIGNATED 2nd FLOOR 12' OZ. INSTALLATION NOTES. INSTALLATION NOTES, EL5EWHERE 5W SECTIONS. `Lll 3/4' T 4 G F WD ""zFLOOR TRUSS,I /—OR I-JOISTS FASTEN STUDS TOGETHER WITH (1) ROW 10d AT 4' O.C, f- N 4n �. �r DOUBLE 2x6 NO.2 SYP TOP PLATE (FASTENED DOUBLE 2x4 NO.2 5YP TOP PLATE FASTENED F' W/(2) ROWS loci COMMONS AT 16' OZ. W/(2) ROWS 10d COMMONS AT 16' O.G. TH15 DETAIL APPLIES TO STRAIGHT RUNS OF STAGGERED (UNO). MIN 24' LAP WA-MIN (12) 10d STAC* FRED (UNO). MIN 24' LAP W/MIN (12) 1001 r EXTERIOR WALL AND 5W. TH15 DOES NOT APPLY NAILS IN LAP. NAILS IN LAP, TO 45-DEGREE OR 50-DEGREE CORNERS. ATC CHANCE IN PLATE NE IC-r NT I r l ATG a 46' O.G. 5EE ATC SPEC FO1R ATC w 48' O.G. SEE ATG SPEC FOR O WALL ABOVE '1/16' OSB OVER 2x6 SPF INSTALLATION NATES. � STUDS a 16' O.G.FASTEN INSTALLATION NOTES. OSB W/801 3' O.C. ON EDGES, 12' O.G. IN FIELD. 2x4 SPF STUDS AT l&' OZ. w 111 9/4' T 4G FLOOR DECK FASTEN TO .L LATERAL BRACE W/(4AOd COMMON NAILS 055 SHEATHIW4. SEE TYPICAL 4 0 13WALL 5EGTION a IAC1Wt'' Z 2x4 N0.2 SYP DIAGONAL BRACE A 24' L ❑ Q Z QW � ❑_ Y O.G. DIAGONAL BRACE TO LATERAL F 2x4 NO.2 5YP PLANK ORIENTED BRACE W/(3)10d COMMON TOE-NAILS w ❑ ❑ F Z U W n W U to a LATERAL BRACES a 24' O.C., TOP AND AT EACH END. ¢ � W ❑ zoma � Q � W4 BOTTOM. FASTEN TO FLOOR TRUSS SEE ALL-V READ SPEC I I- _ W/(9)1001 COMMON/loci COMMON a w W O Q ❑ W w g a N 13 ❑ TOE-NAILS. LATERAL BRAGS - FOR INSTALLATION z p m W W N w >- m z � Q LOCATIONS ON BOTTOM CHORD TO ---- -- -- DRE-ENGINEERED FLOOR TRUSSES REQUIIREMENTS W Z h w w H ❑ W W MATCH BRACE LOCATIONS ON TOP 5Y OTHERS 2x6 NO.2 5YP PT BOTTOM PLATE 5[°E ALL-THREAD SPEC 2x4 NO2 SYP PT BOTTOM PLATE ZD Q W 0 o W F z � w 0 z a CHORD. FASTENED TO CONCRETE= W/3' CU7 FOR INSTALLATION a T ❑ 0. tr H I- a z w 7 w NAILS, 10d CASE HARDENED OR SHOT REQUIREMENTS Q o W z X p z p 0. o 4 Gt=1LINCa LINE PINS a 12' O.G. STAGGER FA5TENERS SLIGHTLY. Q t74 °� cwi ° zmwzw0Q1W FINISH Z Qxw ❑ QF- ❑ - Tw ❑ z FLOOR' 5RAGING DETAIL GRADE FOUNDATION AND SLAB PER CONCRETE 5EGTION5 AND CONCRETE NOTES LL W 1x z a W 7 F E U a t3 WL LL NOTE= RIBBON ON FLOOR TRUSSES Q Z x M 1 a ❑ Zu WiLmJ �- ZOP z a. L w d ❑ Q W Q NOT 9WDUN FOR CLARITY r— Z 11Q MZ } ti m W atrQt — — F F- Www ( mzWFZ3:j 4 bj_ O 0w37 - mjwap [] [� = az > zx 0W � — QL wQw � zn ( F� uwoI WrIza TYPICAL WALL SECTION � pF- 3cvawaoIzaaq ATC MUL T 11•-STORY U SHEET NO,: Q -1/16, OSB ROOF DECK. NAIL 3' O.0 5tructura I ON EDGES, (o' O.C. IN FIELD (UNO) O Details WITH 8d COMMONS. LL JQB NO.: F?ASTEN OSB TO FRAMING AT 10080.4 Q 3' O.C. ON EDGE, 6' O.G. 2x4 SYP OUTRIGGER U ROOF TRUSS QR TRUSS TO TOP PLATE: IN FIELD WITH 5a AT 24' ON CENTER Z SUBt71YISION= TRUSS TO TOP PLATE: PRE-ENGINEERED 51MP50N HS W/00)1001 CHORD CHORDD WITH (2) H2GABLE TOP 9 BLOCK HTH "25AB Lot NOa ht I ea C�'1 SIMPSON MT512 W/04)10d RAFTER 55 Na W/(10)84 COMMON EACH. '1/16' OSB OF GAISLIE TRUSS (0 51k 1(00 Unit H Z FLOOR PLAN, ATG o 48' D.G. SEE FRAMING BLOCK BETWEEN R _ TOP CHORD FASTEN TO GABLE TOP G"ORD U Model AND ATG SPEC FOR W/ 106 TOE-NAILS m 8' O.C. W DESIGNED: INSTALLATION NOTES. DOUBLE 2x4 N0.2 SYP TOS PLATE FASTENED W/(2) ROWS 10d16' CHORD (L O.C. GABLE TOP D'4E EXTERIOR WALL ASSEMBLY STAGGERED (UNO). MIN 4 LAP W IELUEDs CAPACITY = 1000"/TRUSS UP WITH (241106 IN LAP. (TRUSSES AT 24' D.G.) REV INTERIOR WALL ASSEMBLY L-BRACE ON � CAPACITY 3 724"/TRUSS UP GABLE VERT5 A5 X 1��K CAPACITY (TRUSSES AT 24 /TRU GABLE END TRUSS SPECIFIED BY TRUSS MANUFACTURERS REVISIONS GATE 1/16' 0515 OVER 2x STUDS WALL SHEATHING (SEE 5T-1 4 PLAN FOR STUD ,SIZE, SPECIES AND ABLE TRUSS0 SPACING)FASTEN OSB W/Sd ATC m 4$' O.C. SEE FRAMING ANC ATC LLI 3' O;C, ON EDGES, 12' O.G. IN SPEC FOR INSTALLATION NOTES. 2x4 SPF STUDS AT 16' O.C. L ATG (PER PLAN) TO EXTEND SCAB FULL HEIGHT VERTICAL. IF VERTICAL IS NOT PRESENT, FIELD. OVER 2X4 BLK AND GABLE FROM BOTTOM CHORD TO TOP TRUSS E30TTOM CHORD, CHORD W/(4) 10d EACH END. FASTENED WITH NUT AND WASHER (TYP) W PER SPECIFICATION, CLIP END OF LATERAL BRACE SEE ALL-THREAD SPEC 12' LONG 2x4 z FOR INSTALLATION BLOCK W/(4) loci H2 GABLE adBOT CHORD WIT" (2) d) 2UIREMENT5 COMMON REG 70E-NAILS 1N Q) TOP PLT, ATG PER PLAN 2x4 NO.2 SYP PT BOTTOM PLATE SEE ALL-T"READ SPEC 2x4 NO.2 SYP PT BOTTOM PLATE= DQ FASTENE=D TO CONCRETE W/3' CUT FOR INSTALLATION LL NAILS 1001 CASE HARDENED OR SHOT REQUIREME±NT9 GABLE BOT CHORD. m FASTENERS ATG INSTAL LAT I ON AT GABLE WALL STRAP GABLE TRUSS FASTEN TO TOP PLATE �- PENS 12 O.G. STAGGER FAS E SLIGHTLY. 2x4x8' SYP LATERAL WALL WIT'' WITH (S) W/10d TOE NAILS AT tQ FINIS" BRACE m 48'.. TO �0d AT UIT O.G. 8' ON CENTER 0 FASTENED TO) EACH — PLANS VALID ONLY WITH GRADE TRUSS W/(2) 16d RED SIGNATURE AND RiA113E1�,GEAL, FOUNDATION AND SLAB PER CONGRE E SECTIONS AND CONCRETE NOTES COMMON. kn '14 y GABLE END BRACING DETAIL p � �, ,, r ��, W H :�� /y, Xt. t a4 ATC TYPICAL WALL SECTION +a5440%0 4 (LO D BEARING) Jk /y� oN h EE' �� W >P 0 0 vf- 1/16' 055 TO NAILER l/16'035 TO NAILER Wad COMMON 0 3' O.G. w/ed G ON a 3' O.C. Cv OSE$ TO TRUSSES 24' O.C. 2x6 NO2 SYP CONTINUOUS 2x4 %ffr STUDS A 16' O.C. ON EDGE, cv w 24' EMMO NAILER,FASTENED TO 6' 1 122' IN COFIELp BLOCKING W/(2)ROWS IDd 6' O.G $Td�aCaERED 1/16' (p5B TO TRUSSES 2X6 AVO.2 SYP NAILER s 24' O.P.w/8d COMMON BETIWEEN EACH TRUSS, n 2x6 NO.2 SYP BLOCKING p 6' ONE E, 12' IN FIELD FA5TEE;NE0 TO BLOCKING w/(2)RO1J a 10d 90 6' O.C., Q) SHEET WALL CONTINUOUS FROM BSTAGGERED 0 �I E OTTOM PLATE TO TOP PLATE n! w/l/16' 05B w/8d COMMON$ a 2X6 hg0.2 SYP BLOCKING 1LLL �y 6' ON EDGE, 12' IN FIELD. (UNO) 2x4 SPF STUDS a I&'Or_. SHEEET WALL CONTINUOUS FROM EOTTEOM PLATE TO TOP PLATE w/ T/lAW 055 w/Bd COMMONS p 6'OM EDGE, 12' INFIELD. (UNO) z 0 EACH TRUSS TO TOP PLT OR HDR UJ/(2A-18. SEE NOTE I y TRUSSE5 PARALLEL TO WALL TRUSSES PERPENDICULAR TOI WALL I- - - - - - - DIAPHRAGM Ej7C�E ULOGKINC I (2rlx�-I/2 (2)2x6-1/2 (2)2x6-1/2 o (V N TYP ALL E Z x 4� (2Y2x&-I/2 3 I � w cel o � LL g o 0 z o F I " W q TI1 TO D13L STUD M w a z a ° [� U_ J FRAM 1�1G 1='L AN a U n a Z r, � 1A W/(3) HTS. DBL STUD pTO 5LAB W/HTT16 , m Q Q z v El 0-1 - _j W/(18) 16d AND (1) m 5�E E T 5T - 1 rOR STUD Lu Z ° w v Z a -� x 12' ATR. r Z a w > z ° ma � � � w I 4 i 011womix ww _j0U. aw I �I � � T11 Z i (2)1x6-1/2 lzLl zanaywWrw � M0ZEl a awl - ilwa qu L Qx � apIxEe � NaZw .4yIL I c� a- Z_ aWaZLL ° � Aa (2)2X�-1/2 waz � ° J ° aw EACH TRUSS TO TOP PLT OR HDR W/(2)I-IB. z a a x w g a W a - _ LL a z SEE NOTE 1 ILL WWZX < WL14W ww . I I I I p ZzrzQgz ? u � aE°n4w � I I I I F- Zwpamz � aa z ? l _ ATG NOT APPLICABLE. w Z -j w w a �- cai — -1 SEE "SECOND FLOOR I p/ x Q z >-z ui � a bw !a I __.. — — — — — — — — ATC NOTE, TYP. I ' � z [a4 L3aa3: W ZIx � pH ? 3cvaroaQErilx- Znn I I i I 0 U SHEET NO.: ST =- 4 L - - - - - - - - - - - - - J 1 i o Structural Plans I I LL J05 NO.s I I 4 Al-100004 I z W15DIV15ION: Atlantic Beach 1 O LOT NO.i I o BIk 100 Unit H Z FLOOR PLAN: I u Model Lu I-- DE616NED: I w DAE (L REVIEWEDs X MGIC I REVISIONS DATE I STRUCTURAL NOTES I I n I. EACH STUD OVER IST FLOOR HEADERS I Z TO HAVE SP144 AT TOP AND M5TA36 TO L — — — --- — — — — ---� HEADER BELOUJ. EVERY STUD. — — — —. �. — — — — — � � — — — — ___. � 0 LU d * * TANT * * z SECOND FLOOR ATC_NOTE: ATG NOT APPLICABLE= FOR WALL 5EGMENT5 LOCATED OVER 15T FLOOR BEAMS OR HEADERS IN WHICH THE D15TANCE BETWEEN ATC'S AT EACH END LLLL OF THE HEADER IS GREATER THAN THE ATC SPAGIWi THAT IS SPECIFIED. IN THIS SITUATION THE FOLLOWING STUDS MUST BE STRAPPED: < o e -TYPICAL. WALLS. EVERY OTHER STUD TO BE CONNECTED TO TOP PLATE WITH SPH4/6 W/(10) 10d x 1-1/2' AND TO BEAM/HDR BELOW W/MSTA36 W/(IS) — AN E3 VALID 13NLY WITH 10d. RED SIGNATURE AND -EACH KING STUD TO TOP PLT W/SPH4/6 W/(I0) 10ci x 1-1/2' AND TO RAI �Ia.,E AL BEAM/HDR BELOW W/MSTA3(p W/(IS) 10d. ;' �•� , ,� Z - DBL STUD AT 5HEARWALL ENDS TO 15EAM/HDR BELOW WITH (2)M5TA3(0 W/CIS) 10d. IN THE INTEREST OF ECONOMY AND CLARITY OF PRESENTATION, WE HAVE ONLY Lu 5 LOCATED THE ATC's WITH FIXED LOCATIONS. CONTRACTOR MUST CONSULT THE *ATC I— �" d 4ev 5Y$TM INSTALLATION 5 ECIFICATION' SHEET $T-1, FOR REQUIRED PLACEMENT OF ATC's i 11 i II BETWEEN THOSE LOCATED HERE. THE CONTRACTOR MUST ALSO CONSULT THE 'SECOND LEVEL � T 1 I � 6�4EAFUALL � I1 /4 m 1 X r • ° • EIFLOOR ATC NOTE,' FOR SITUATIONS WHERE AN ATG 15 NOT APPLICABLE DUE TOA I �} I �l ��E. �V" gFiN�sON HE=ADE=R OR EBEAM BELOW. N Ih CfJ 4 � N N Q 0 LL IL �s) ui -A -- z � 0 u ` ) d � EACH TRUSS TO TDP PLT OR HDR W/(2)Ha. I � � (2)2x8-2/2 (2)2x12-1/2 F(MxI2-1/2 '} o � 0 (2)2=-1/2 U ry z (D U D (2)2xro-1/2 ' r r- 0 (2)2x6-I/2 (2)2x&-1/1 0 z cn N � z (2)2x(o-1/2 [II 1w, a a ° � > x ALL EXTERIOR FIRST FLOOD a � � wuQWLL WHICH I f I I I I � I1� Bml BY TRUE HOUSE 6TUD� I. HIGH 5UPFORT 5EGOND W oL ? � zo � aWZIna TIMBERSTRAND L5L II Z 4= ° z a m 4 w 4 :1 T- 1.7E-3�%' X fro' FLOOR TO 5E 2x& NO.2 6F 'a leo - Awa ] W, ww � � ,� �, - a I N z � oarW = www O.G, i�EFEFR TO PRA1 1IN� 1=LA z 1 (2)2x12-1/1 q Q � � ow " � zwQz � x g ST - 1 FOR OTHER STUD 5IZE6. o � � z � Z01' '0 a � o � Q) 0aLI wC3WZWWz oa � w a la m (2)1x6-1/2 15� III waa �wl- oU � ww . (2)2x6-1/3 W sW LL wwZ xaw � aa ,� z NOTE 3 NDTE 3 Z1 � zQo � � twaQwq E301 +--- i ° � amzN �Q � z3 � " Q T�� (2)1x8 (2)2X6-1/2 E301 < W z 11 w 7 waw " ° w _ CI C7wL71- g � wU � 0 � z (j<reUWAxCwoz � z3LV0. FWQ4[r1Hz [°] U TOO 2 6 u/ v L) SNEE;T NO., NOTE 2 NOTE 2 _ (2)2x6-1/2 2 T02A Q 2 T02A 0 5tructura � 1�lans NOTCH TOP OF PORCH BEAM 3' FOR F(2 n X 6-I/2 1 I_ J05 NO. ,{ BEAM PKT CONNECTION AT WALL. AT 100004 TOP OF BEAM ELEVATION EcQUAL5 TOP OF TOP PLT ELEVATION. 3112' U Z 5U13DIVISIONs MINIMUM BEARING REQUIRED IN WALL, �. atlantic l5each LOT NO.: A 6 5Ik 160 Unit H FLOOR PLAN: u Model w � pE91GNED: x f )AE W IL REVIEIUED: X 1u1CIC REVI5I0NS DATE I� PTT22 W/(32)I&d IN (2)2X12-2/'4 Q STUD GROUP AND (1) �3 8' x 12' EMBED ATR � ' (TYP, 4 A5 SHOWN) 111 �^ 5TRU TUIRAL NOTES PLACE 5THD14 WITH (35)16d I. ATC MAY NOT BE APPLICABLE. SEE SHEET E30TH SIDES SINKERS AT EACH END SHEET BOTH SIDES z 'ATC ALTERNATIVES.' SHEET 5T-1. OF GARAGE RETURN OF GARAGE OPENING OF GARAGE RET URN (TYP, 4 PLACES) :3 A 2. SEE 'INTERIOR SHEARW LL PETAIL ' O SHEET 6T-6. FASTEN EACH JACK STUD TO ~ i-- 3. SHEATH WALL CONTINUOUS FROM FLOOR HEADER WITH M5TA24 W/(18)10a SLAB TO 2ND FLOOR DBL TOP PLATE. U LL 4. ATC NOT APPLIGABLE AT BALLOON FRAMED WALL. INSTALL SPHrc AT TOP PLANS VALID L7NLY WITH AND BOTTOM OF EVERY OTHER STUD. URE INSTALL 3' x ' EMBED ANCHOR BOLTS RED MISSED 8EA AND 6 W/2" 50 WA5HER5 'w 32" O.G. � RAISED F3EAL Z 9 . "jrJ IN THE INTEREST OF ECONOMY AND CLARITY OF PRESENTATION, WE HAVE ONLY CONTRACTOR MUST CONSULT THE 'ATC I-- LOCATED THE ATC'a WITH FIXED LOCATIONS. — oil � � SYSTEM INSTALLATION SP CIFICATION' SHEET ST-I, FOR REQUIRED PLACEMENT OF ATC'a 1 /4 II I I�EtWEEN THOSE LOCATED WERE. THE CONTRACTOR MUST ALSO CONSULT THE 'SECOND I I I I X N '�.� I FLOOR ATG NOTE,' FOR 51TUATION5 WHERE AN ATG 15 NOT APPLICABLE DUE TOA 1 CJ � LEVEL ������U ��� �� � �FUJ A L L FLAN � J�F��tE�Y ARNE60N�, HEADER OR BEAM BELOW. 1ij� #gl.na'.4' 1. - y, 906 s ID c j I i N !p , N � 4 CP Li) N C�1 N 2S&-41 10 '-A, p LL. LL _A } SLIDING GLASS DOOR FRAMES MUST BE Z RECE55ED INTO THE 5LAE3 IN r — — — — — — — — — — - ACCORDANGE WITH THE FLORIDA BUILDING 1z 0 CODE. CONSULT ARCHITECTURAL PLAN5 1L (S) FOR LOCATION OF SLIDING GLA55 DOORS. Q) w � I-- - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - --- - - - _ _ - - - - - -- - � } I � o � � :3 I I I � 10,-65 31"011 13'-23'-3 ' 3� � I6'-2' �n I I 0 I r � cv I _ cp `n I I I I I LY Wy a � Xpu. 3 1 I I I (� I w in I- za � awUwa I ST- I I I F � I I ► 1 z a � WW � ima � aawa � ow: IYa ❑ NwbiE ❑ m ! a I L — — — -- J I I 3 l'7 a0. wa Iw- ajQWw - a � ST- 1 I �Z as° m � • wwI.. mgzw 1 - � ¢ wu � pW , xiw � z [wi � 1 L-- — — — -- `� — --- - — Q � zl- a UZ ,Lxaaa I I fY ❑ a w W � a Q a p W � p d w r- - - - - --- - - - - - _... - - - --- ---• - - - - --- -I � � Z � aX� oarQul � � pz I I cti ll- ww Qz w 0 ww w- L52 IT 6 w Z 1 I z Zz < w¢OL z- UgL7WZ 4 I 1 I 0 zaoz } aNWa � � zzha Y-T -1 I I I Q wza uWwFa � a � nno L_ - - - - - - - - - - - - J W — � XW 1 — - - - — — - - — - - �/ � f = ZrP aZWa0L4!� _ — zqQ -- L1RZw0 3: W Z - ---- --- - � - - - - ---- - - - - - ❑ � : p� ? 3Na � Q0mlz- ? rpact I I e 1 I U SHEET NO.: 1 X1 , I 5T- 1 I ST = 2 � I I (� Structura I Flans sIM. I I TH 15 FOUNDATION WA5 f=RE FARE E) iL J05 NO.s T 4' WIDE I I F RIOT, TO ECE IFT OF SOILS ATIO0004 CURB I I U fP,,E FORT. IT 15 OUJNE R5/5U I L D E fR5 z ,lJ6DIVISION: Atlantic 5each 5 I fi2E SPON5 I II L I T 10 CONFIRM o LOT NO.s ST- 1 j N r4551.IMPTIONS MADE IN CONCRETE Bill 160 Unit H Z FLOOR PLAN, 5 NOTE #1, SPFzET ST - 1. _ 0 Model LU LU DESIGNED: I I w DAE REVIEIUEDs I I X MCMC REV151ON5 DATE ZI I � I IER UNDDOOR — Q L � - - ... - - - _... - - - - ---- -- - - - - r � LU 1 21-22 lro'-3" 2''2 " Z V-4' 20'-0' 0 1— PLACE 5THD14 WITH (38)11 U SINKERS AT EACH END ll- OF GARAGE OPENING (TYP, 4 PLACES) ' PLANS VALID ONLY WITH RED 5113NATURE AND IRAI`SED°''8.9AL y ( Z , t W , FOUNDATION FLAN1 /4 1 0 w J6r .; 58544ON g � : Q) cv dI) 4' 4 228' MAX a' MIN IN NOT��7► ALL -THREAD CONNECTION 5Y5TEM 6x6-W1.4 x WIA WWF 0 L EGEND AND FRA Gr DESIGN CRITERIA AND LOADS CONCRETE NOTES `�'` INSTALLATION SPECIFICATION (ATC) 12' " � :d '\, VAPOR BARRIER I. CONCRETE COMPRESSIVE STRENGTH FOR h,� C INTERIOR BEARING WALL, Ildin (21"4 CONT FOR b-12' UNDER I STORY WALL N ONIE ALL THREAD CONNECTION (ATC) IS COMPOSED 2001 Florida Building Code FOOTINGS- 2,500 PSI AT 28 DAYS (UNO). i,' OPT. EXTENSION (3)"4 CONT FOR b=l(o' UNDER 2 STORY WALL. cv INTERIOR BEARING WALL W/FLOOR LOAD NLY OF 1/2' 3ra KSI ALL-THREAD THAT RUNS THE FULL 2. CONCRETE COMFRE551VE STRENGTH FOR SLAB ■ IN BRICK LOCATION b (3/a CONT FOR b=20' UNDER 3 STORY WALL m NO ATG REQUIRED. 1/2' x ro" I=MBED ANC ORS W/ YEIRTICAL HEIGHT OF THE WALL, PENETRATING BOTH Code For esi�n Laad� 2,500 P51 AT 28 DAYS (UNO), GAN FND PLAN FOOTING TO BEAR ON -WASHERS �+ 48'O.G, THEE TOP AND BOTTOM PLATES, AND GROUTED WITH AN51/A5CE 7-98 3. ALL REINFORCING STEEL 03 AND BIGGER SHALL FIRM UNDISTURBED 501E •� S11EE TON AND 50TTO ACRYLIC-TIE INTO CONCRETE, BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM Q I' HEADER FR4h`11NC PROOF OA INC (Cd- 1.25) 4. ALL REINFORCING STEEL $HALL HAVE 90 STRUCTURE STEEPER THAN 1'-0' VERTICALLY PER 3'-0' HORIZONTALLY, -t THEE TYPICAL EMBEDMENT I5 6 FOR MONOLITHIC TOP CHORD LIVE LOAD 20 per DEGREE BEND AT CORNEERS WITH A 25' LAP. CONTRACTOR HAS TWO CHOICES: U LL CONCRETE AND 12" FOR STEMWALL AND BOND BEAM I. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF EOR TO PREVENT (2)2x6-1/2 - HEADER/5EAM CALL-OUT APPLICATIONS (UNO). THE SIMP50N STRONG-TIE TOP CHORD DEAD LOAD I per 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE BOTTOM CHORD LIVE LOAD 10 Per AND SHALL NOT REQUIRE WIL,F. EROSION of SOIL' �r �1 NUMBER OF KING STUDS EACH SIDE OF Of�ENING ACRYLIC-TIE MUST FILL BOTH THE HOLE IN THE p 2, USE STEMWALL FOOTING JJ NUMBER of JACK STUDS EACH SIDE„ oF= O ENING CONCRETE AND THE HOLE IN THE BOTTOM PLATE. BOTTOM CHORD DEAD LOAD 5 per 6. MASONRY SNGEA LL AND MONOLITHIC FOOTING I 111 SIZE OF HEADER MATERIAL (NO. 2 SYP) USEE A 9/16' DRILL BIT FOR PLATE AND CONCRETE ARE INTERCHANGEABLE. MONOLITHIC FOOTING SECTION HOLES. SEE 'CONCRETE NOTE T FOR ACRYLIC 7. EARTH FILL SUPPORTING SLABS ON GRADE IS --1 0 -+--� 5T- NUMBER OF PLIES IN HEADER , FLOOR LOADING (Cd2 1.00) A56UMED TO HAVE A MINIMUM BEARING CAPACITY SPECIFICATION, FOR THE TOP END OF THE ATG 15 Z 4 ALL HEADER JACKS AND KINGS SHALL BE FASTENED O BOUND TO THE TOP PLATE WITH A 3' SQUARE, 1/S' TOP CHORD LIVE LOAD 40 per OF 2,000 per AND SHALL BE FREE OF ORGANIC EACH OTHER WITH (8)124 COMMON. THIICK WASHER AND A NUT, THE ALL-THREAD MAY TOP CHORD DEAD LOAD 10 Per MATERIAL AND CONESIVt; SOILS. COMPACT THE cn o TOP PLATE TO HEADER CONNECTION (ONE OF THE FOL OWING): BE: SPLICED WITH A COUPLER THREADED ONTO THE BOTTOM CHORD LIVE LOAD D psP FILL IN 12 LIFTS TO AT LEAST 95% OF MODIFIED STEMWALL L SPECS 12' THREADED ROD EMBEDMENT REQ U (n BOTTOM CHORD DEAD LOAD 5 per PROCTOR MAXIMUM DRY DENSITY. IT 15 THE UP TO 6 COURSES: 04 PERT. 0 48" O.G. -NO CONNECTION FOR HEADER LESS THAN36' AL.L-THREAD A MINIMUM DISTANCE OF 1/2' AT EACH 1' , l TO 10 (COUR5E5: 04 VERT. 0 24' O.C. a' CMU J-15LOGK W/(I) 05 CONT. Q " a 32' O.G. OR ENID OF THE COUPLER THE COUPLER SHALL BE OWNERS OR CONTRACTORS RESPONSIBILITY TO II TO 12 COURSES: 64 VERT 0 8. O.G.RAT -� -SPH W/C12) 104 x 1-1/2 WIND LOADING (Gd2 1.60) CONFIRM THESE ASSUMPTIONS. 5TEMWALLL5 OVER 6 COURSES TO HAVE VERT. REINFORCEMENT TO HAVE 12' -DSP W/(14) loci COMMON 'D 16" O.G., OR UNDER FOR ALLOWABLE T MAXIMUM N OF 3,200 POUNDS UNDER WIND LOADING. MAXIMUM DISTANCE OUT OF 45CE 1-98, 35 GUST 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE TRU55 T11'PE HQRIZ. JOINT REINF BETWEEN BEND Q TOP AND 9' BEND � BOTTOM -FASTEN TRUSS DIRECTLY TO HEADER WitIT5 OR NTS INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE EVERY (OTHER COURSE. TYPE M OR W/(14) IOd x 1-1/2' (OR EQUAL APPROVE Q BY EOR) PLUM FOR ALL-THREAD SHALL BE 3" FROM TOP OF BASIC WIND SPEED 120 mph MORTARz FILL SOLID. 1,500P51 BLOCK. 6x6-WIA x WIA WWF WINDOW OPENINGS 4' AND GREATER REQUIRE I/2' ANC R BOLTS B©TTOM PLATE TO TOP OF TOP PLATE. EXF05URE GATEGORY G VAPOR RETARDER WITH JOINTS LAPPED 6' AMC) - - - - - - I IMPORTANCE FACTOR 1.0 SEALED OVER GLEAN, COMPACTED EARTH OR FILL• OR REDHEADS W/ 1-1/2' DIA WASHERS AT 48' (MAX) ON CE;NTE=R BUILDING CATEGOR'• I1 WITH APPROVED CHEMICAL SOIL TREATMENT FOR ' : FINISH 8" MIN �� __.__T � UNDER WINDOW CONNECTING BOTTOM PLATE TO SLAB. RECOMMENDED ATC ROD ENCLOSURE CLASSIFICATION PARTIALLY SNCL PREVENTION OF SUBTERRANEAN TERMITES. ��\ \/\� /\ � 9. STEMWALLS OVER 4 COURSES TALL REQUIRE /\/\/\i\y�\\f VAPOR BARRIER IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RE ORD INTERNAL PRESSURE COEFF 0.55 �' /\� \/� LY • PLAGEMENT PROGEC>URE: C4G DE51GN PRE85URE5 (sem table 1) SPECIAL ATTENTION TO BRACING DURING NOTE. AST-W- ' x 1 ' W/0)FOOTING SPEC s CONSTRUCTION. CONTACT ENGINEER OF RECORD IF I '•.'. ..,� 1-STORY: 8 x lb Wi(2) 4 CONT. Q • (UNO) - UNLESS NOTED OTHERWISE ON PLAN I. PLACE RODS AT SHEARWALL ENDS AS INDICATED SPECIAL. CARE SHOULD BE EXERCISE[i 2-STORY: 10' x 20' W/(3) 04 OR (2) 05 u ON THE FRAMING PLAN. SPECIAL FLOC TH15 CONDITION EXISTS. BY GONTfRACroR WHEN BACK FILLING I '• 3-STORY: Iz' x z4' W/(3) "4 OR (2) "5 • EOR - ENGINEER OF RECORD 10, TO CONTROL CRACKING, CUT 1' $AWCUT5 IN THE BEHIND jA STEMWALL, PARTICULARLY /� aL • ALL MULTI PLY STUD GROUPS TO HAVE 12d COMMON m 8' O.0 2. fPLACE RODS WITHIN 12" OF BEARING WALL ENDS. (GAME ROOM) LOADING (Cd= 1.00) \ 3. (PLAGE RODS AT EACH SIDE OF EACH OPENING. SLAB IN A IS xl5 GRID WITHIN 12 HOURS OF WHEN IT 115 OYER 4 COURSES NIGH, FOOTING •f0 BEAR ON BETWEEN PLIES TOP CHORD DEAD LOAD 10 per CONCRETE PLACEMENT. CONTACT EOR FOR SHOULD THIS CCIdDITION EXIST, FIRM UNDISTURBED SOIL 4. IPLACE RODS BETWEEN THE RODS PLACED IN 5TEP5 TOP CHORD LIVE LOAD 60 per RECOMM1ENDATIONS MAY BE OBTAINED (L TRANSOM FRAMING REQ. 05TACKED W N2002 1,,,2, AND 3 AT 48' O.C. (UNO), AS INDICATED ON TYPICAL BOTTOM CHORD DEAD LOAD 5 FOOTING DIMENSIONS AND per ALTERNATIVE METFROM T141E ENGINEER OF RECORD. 4' OPT. BRICK LEDGE NOTED ON FND PLAN (WALL SECTION ON THE DETAIL SHEET. BOTTOM CHORD LIVE LOAD 0 per 11. DO NOT SCALE F PROVIDE DBL 2x4 OR 2x6 CROSS PLATE AT TOP AND E�OTTOM OF EACH 5• PLACE RODS AT NIGH POINT LOADS PER FRAMING PLAN. LOCATIONS FROM THE FOUNDATION PLAN. DO NOT O `L OPENING. FASTEN EACH PLATE AT EACH END TO KING STUDS W/(3) 124 CT THE BOTTOM PLATE TO THE SLAB PER THE MAXIMUM FLOOR TRU55 SPACING 16' O.C. DETERMINE FOOTING LOCATION FROM COMMON TOE-NAILS. CRO55 PLATE THICKNESS MUST MATCH WALL 6• CONNECT CMU STEMWALL SECTION 2 '{HEADER FRAMING' NOTES, ARCHITECTURAL PLANS OR FRAMING PLAN. IF THICKNESS. FOR MULTIPLE WINDOWS, CROSS PLATES A$ SPECIFIED FOOTING SIZE OR LOCATION IS NOT DETERMINATE T- N dx A50VE MUST BE IN5TAL1_ED AT THE TOPAND BOTTOM QF EACH OPENING. THIS STRUCTURE 15 LOCATED IN THE WIND BORNE FROM USE OF FOUNDATION PLAN ALONE, CONTACT (2)04 CONTINUOUS (110 DEBRIS REGIQ AND HAS BEEN DESIGNED A5 A `�� THE ENGINEER OF RECORD. WINDOWS SPANNING MORE THAN 8' MAY REQUIRE SPEGI L ATTENTION. PRESSURE TREATED LUMBER PARTIALLY ENCLOSED STRUCTURE. AS SUCH PRESERVATIVE STEEL COATING THE GYPSUM CEILING MAY NOT BE USED AS 12, SIMPSON STRONG-TIE ACRYLIC TIE (REPORT <t m ER-5191) SHALL BE USED IN ALL DRILLED AMC) TRUSS BOTTOM CHORD BRACING. REFER TO 4' r STUDS AGC,) 4 CONNECTORS MUST HAVE Z-MAX, 6120 OR TRIPLE zING EPDXIED CONNECTIONS TO CONCRETE. ANCHOR II' d 12' PLATE HEIGHT: 2x6 SPF STUDS 16' OC (U,40) NON-DOT COATED FINISH, ALL FASTENERS MUST BE HOT DIPPED TRUSS DESIGN DRAWINGS FOR BRACING BOLT, THREADED OR DOWELED REINFORCING STEEL Im' PLATE HEIGHT: 2x6 N0.2 SPF 16' O.G. (UNP) BORATE GALVANIZED. LOCATIONS, ACCEPTABLE METHODS INCLUDE MUST BE EMBEDDED TO THE SPECIFIED DEPTH, IN A Ix4 SPF RAT-RUNS W/(2) 10d COMMON IN EACH a 9' PLATE HEIGHT: 2x4 N0.2 SPF e 12" O.G. (UNQ) HOLE DRILLED I/16' GREATER THAN THE DIAMETER � 8' PLATE HEIGHT: 2x4 NO2 SPF STUD 1. ( D_ . (UNO) SODIUM STANDARD FINISH 15 ACCEPTABLE (UNo) TRUSS OR SIMPSON TSB2-24 W/(2) 10dxl-1/2' IN OF THE ANCHOR MANUFACTURER'S SPECIFICATIONS VAPOR BARRIER 6x6-WI,4 x WIA WWF f30F ATE EACH TRUSS, (NOT APPLICABLE FOR PORCH MUST BE FOLLOWED FOR PROPER INSTALLATION. a• 1-4' s' NOT RECOMMENDED. STAINLESS CONNECTORS AMC? CEILINGS.) ATG 5PAG ING ACZA FASTENERS REQUIRED. w C BEARING WALL FOOTING SECTION 3 � n z � � ATC # SPACING OF ATG IN INCHES. KEYNOTES- TABLE I COMPONENT AND T- - ATG LOCATOR 8'x8' PEEP THICKENED EDGE ¢ o m w a a ,d,TG ALTERNATIVES CLADDING DE51GN PRE55URES Q W/(1)04 CONT 4' !ll � qwz � zpwo � owu: 121 DEEP FTG WIN 012' -'.. - z � ±' VARIES Z a ww zo_ ma � � � � HIGH UPLIFT CONNECTIONS KEYNOTES BAY WINDOW HEADER �"� Intarror Zone End Tone _ _ _ - aelgnatlo E3 EW UNDER BOX COLUMN ,� a . � � � w � � Q N w � 0 m m - O Effective lbeF) (par) /����;�//�///. \//%` �4 ' 4• S' Z 0 Q In 40. Z I- W a W Z 4 ❑ PLACE STUD GROUP UNDER TRUSS, BEAM OR R TER (TRUSFa) . Wind Area Eaxrn U11.4 x WIA U.WF r\ ,. ��/i. r ATG MAY NOT BE APPLICABLE DUE TO STUDS 16'5Qxl2' DEEP FTG J� ❑ IL a a W w h In ❑ z [� OSPECIFIED ON PLAN. NUMBER OF STUDS EQUALS UMBER OF m - 20 Oct. rt. +�13 +48 _�� W/ (3)•4 EW v -<:�� BARRI[=R- 8' 8' 4' Q w p d �� w r z x w d z i "� PACKED SOLID. IN THIS EVENT, IT 15 ACCEPTABLE TD _ -51 -w PLIES IN TRUSS,(UNO). CONNECT TRU55 TO TOP PLIATE WITH BAY FASTEN EACH KINCn GROUP TO THE TOP AND BOT Q N ° a O w q z k a 0 F Ci " 24',50x20' DEEP FTG a W z �- Z W w - El(2)LGT2 W/(25)16d SINKERS OR (3)HT5 W/(20)10d. If USING Lia'"2 WINDOWS PLATE W/ DSP 4.S (1) MSTA24 W/(5) 10d IN PLATE AND 21 - 50 eq. Ft. +46 -49 +46 -5`I A W/!3>~4 EW CURB 5TrzF SECTION 4 � ❑ a w 0 U z w w z w p a j w ON SINGLE PLY TRUSS, APPLY 48 LONG SCAB TCS BOTTOM ' 5'-0AND (1) 104 IN STUDS. BOTTOM PLATE TO SLAB W/Y x 6" CHORD AT BRCS W/(16)lrod. PLACE ATG WITHIN 3" �7F STUD SMALLER EMBED BOLT W/WASHER. DIRECT CONNECTION OF 30'6Qx20" DEEP FTG z a w P z a F w a - a GROUP. EMBED ALL 12' IN STEMWALL APfI'LIGATION. STUDS TD SLAB W/LTT20B W/Y' x 6" EMBED ALL sl - Imfd eq. rt. +4.. -48 +43 -52 SUE55TITUTION OF TRUSS TO PLATE= CONNECTOR RATED FOR E W/ (41.4 EW THREAD ROD IS ACCEPTABLE. LTT20E3 MAY BE W x ra w U. + - +42 -4� 6' O wWaWwQ � a � NZ � Q a4 3,5-10" UPLIFT (Cd-1.60) ACCEPTABLE IF APPROI ED BY EOf� RECESSED IN SLAB. 101 - 200 sq. rt. 42 45 "4 W/g' BEND BOTTOM 60' oc. z x >- x Q a z z a n ° ❑ N w ALTERNATE DIRECT CONNECTION OF TRUSS To FOUNDATION: F W/ (4?2E DEEP FTG ❑ o 0 z M 4 N W 4 � a ? z H F COMMON t o FOUND WITH 4 W/ (4r4 EW w z ° f m z W Q w w a i f- d HTTIro To TRUSS VERTICAL W/(18) 10d C T TYPICAL HEADER VARIES w _ ° 13 W 1, � w (I) I/2' DIA. x 6' EMBED (12' FOR STEMWALL AND OND BEAM) 48'80x24' DEEP FTG a' MIN LY y a z z z Q p W w - ¢ w THREADED ROD. l_4DR SPAN CONNECTION (END OF EACH HEADER) W/ (51"4 EW, T45 \\,� /\/ ��. \I 4. U ° M ° T W Z Z \ \ \ � \ (� . aw dF- IF- � 11 � UF' _ $Naul4 ❑6F - Uq PLACE STUD GROUP UNDER TRUSS, BEAM OR RAF ER (TRU55) 55 ATE TO KING: MSTA24 W/(5) 104 IN TOP I/2' ALL-THREAD DRILLED t �`i�\\/\\\///\� MIN \i r �\ 6x6-W1.4 x WIA WWF 0 3 SPECIFIED ON PLAN. NUMBER OF STUDS EQUALS NUMBER OF. L,E TOP PL Q EPDXIED W/2' SQUARE `C��//`c/\//\/, `I �` \ �\i��/� I--' /�i. VAPOR BARRIER U SHEET Na.: O THAN 5'-0' PLATE AND (-I) 10d IN KING, WASHER MIN. 6' - PLIES IN TRU55 (UNO). CONNE=CT TRUSS To TOP PLATE WITH (I)LGT2 KING GROUP t0 SLAB: LTT20B Og HtTlb. (10) Irvd W/(28)16d SINKERS DR (2)NT5 W/(20)104. IF USING �.GT2 ON SINGLE EMBEDMENT REQUIRED o 6' OPT. EXTENSION b AND 1' x 7" EMBEDMENT ATR EACH END of OPENING IpNFNDD PLANATIONs (2).4 CONT FOR b•12" UNDER 1 STORY WALL C - PLY TRUSS, APPLY 48" LONG SCAB TO BOTTOM .6`.�HORD AT BRG (3Y4 CONT FOR b•l6' UNDER 2 STORY WALL � W/(16)IOd. PLAGE ATG WITHIN 3" OF STUD GROUP. EMBED 1st LEVEL O 5tructura NO.2 5YP ALL-THREAD 7" IN STEMWALL APPLICATION. SUBSTITUTION OF ENE BEARING BLOCK �'Iar15 TRUSS TO PLATE CONNECTOR RATED FOR 1,785" PLIFT (Cd-l.ro0) 5' - 7' TOP PLATE TO KING: (2A ISTA24. EACH W/(5) 10d COMMON NAI TRUSS W/12d Q FASTENED IN TOP PLATE AND (7J 104 IN LS. USE (2) GARAGE EXT WALL CURES SECTION Joa Na.: 5 ACCEPTABLE IF APPROVED BY EOR ALTERNATEDIRECT ROWS m 3' O.C. FOR 2x4 IN LIEU Cr- BENT VERTICAL BARS,CONTRACTOR MAY ST- CONNECTION OF TRUSS TO FOUNDATION: LTT2(DB O TRUSS KING. BLOCK OR(3) ROW5 0 3' INSTALL 1/2' ANCHOR BOLTS WITH 12' EMBEDMENT AT � TICAL NOF Trod COMMON t To FOUND WITH (I I/2" DIA, x Com' KING GROUP TO SLAB: LTT205 OR NTTI6. (10) trod O.C.FOR 2x6 BLOCK. 448' O.C.F��r� 50TTOM PLATE ANCHORAGE w vl _ �`71��8�� VER 4 , ----_ - r L rtJPpIvISION: EMBED (12' FOR STEMWALL AND BOND BEAM) TN ADED ROD. AND x EMBEDMENT ATR QTOP PLATE SPLICES TO BE 6' CITY C,, ACH Atlantic ��a Ch 2 PLACE STUD GROUP UNDER TRUSS, BEAM OR RAF ER (TRU55) 7� _ 12' TOP PLT TO KING: (3AISTA24. EACH W/l5) 10d J BRIDGED W/(2)MSTA24 c�>w4 GONTLNuous F SPECIFIED ON PLAN. NUMBER of STUDS EQUAL _NUMBER OF IN TOP PLATE AND (1) 10d IN (1)WfiS I0d GAMMON EACH, Lot Na.. (u STRAP EACH FAGS of F 5 v2' FEE, �� 0 BIk 16sa Unit KING. WALL. � -•-•�- - . PLIES IN TRU55 (UNO). CONNECT TRUSS TO STUD GROUP WITH % �/�//+//% a 4 Z FLOOR PLAN: (2)LGT2 W/(28)16d 51NKERS OR (3)HT5 W/(20)10d. IF USING LGT2 KING GROUP TO SLAB: (2)LTT2OE3 W/(10) Ir6d AND y d �t 4 . _ ON SINGLE PLY TRUSS, APPLY 48' LONG SCAB T BOTTOM 'x12" EMBED ATR W/WA5HER OR FASTEN MEMBER TO 16x6 u11.4 x WIA UAIF ' ./\ //>�,>/ \ CHORD AT BRG W/(16)104. CONNECT STUD GROUP TO BEAM HTT16 W/(IS) Irod AND 5/a"x12" Q HEADER OR BEAM W/NTS av L MOC��I BELOW WITH (3/MSTA36 W/(1B)10d SUBSTITUTION OF TRUSS TO ATR. CONN I0d OR EQUAL VAPOR F3ARRIER a• 12• 4' W END ZONE CONNECTOR APPROVED BY DESIGNED: PLATE CONNECTOR RATED FOR 3,570" UPLIFT (C =1.60) DESIGNATION EOR, RATED FOR 1,450" ACCEPTABLE IF APPROVED BY EOR NIC->N UF'L. IFT HEADER c7 ' 40 FT UPLIFT (Cd■I.6m) BEARING GURB STEP SECTION � L p'a`E PLACE STUD GROUP UNDER TRUSS, BEAM OR RAF ER (TRUSS) 104 � FASTEN MEMBER TO ST-I REvli=wEp` HEADER OR BEAM W/(2)HT°v < MSK SPECIFIED ON PLAN. NUMBER OF STUDS EQUALSNUMEB3 R OF VOP PLT TO EACH KING: MSTA24. EACH W/lb)IN TOP PLATE AND (S) 6 IN W/(20) 10d EACH OR EQUAL X PLIES IN TRUSS (UNO). CONNECT TRUSS TO STUD G OUP WITH KING CONNECTOR APPROVED BY (ULGT2 W/(28)164 SINKERS OR (2>HITS W/(20)I0d. I USING LGT2 EOR, RATED FOR 2,900" -' REVISIONS DATE ON SINGLE PLY TRU55, APPLY 48' LONG SCAB TO BOTTOM (10) TO JACK STUD: MSTA24 W/(S) (rad IN HEADER AND UPLIFT (Gd"I.roO) CHORD AT BRG W/(16)Iod. CONNECT STUD GROUP TO BEAM (10) 104 JACK. STA36 W/(18)104 SUBSTITUTION OF TRUSS TO LNG GROUP TO SLAB: (()HTT22 W/(32) 16d SINKERS AND 5/s' STEMWALL SP_EC5 12' TH AEMBEDMENT CQ BELOW WITH (2X`f x15' EMBED ATR FASTEN MEMBER TO " PLATE CONNECTOR RATED FOR 1, 85" UPLIFT (C •1.60J UP r0 6 COURSES: 4 VERT. 0 48 o.c. Q HEADER OR BEAM W/(3)HT5 7 TO 10 COURSES: "4 PERT. a 24' O.C. tu LACK AND KING STUDS: (2)ROW5 124 to 6' BETWEEN ADJACENT W/(20) I0d EACH OR EQUAL II TO 12 COUR5Es: "4 VERT W 8' O.C. ACCEPTABLE IF APPROVED BY EOR JACKS AND KINGS CONNECTOR APPROVED BY CONTINOUS U-BLOCK W/ 5 EOR RATED FOR 4,350" STEMWALLS OVER . COURSES TO HAVE INSTALLATION NOTES: TRUSS TYPE R COU JOINT REINF BETWEEN Q UPLIFT (Gd■Ib0) EVERY OTHER COURSE. TYPE M OR 5 VERT. REINFORCEMENT TO 9' BEND 0 SHEARUJALLS II. FASTENERS U5ED TO INSTALL THE ABOVE SPECIFIED CONNECTORS 2nd LEVEL MORTAR. FILL SOLID. 1,50OP5I BLOCK BOTTOM d (MUST BE EMBEDDED INTO SOLID WOOD, FASTENERS INSTALLED CONTROL JOINT SW FASTEN 1/16" 055 TO FRAMING WITH ad AT 3' O CENTER ON (BETWEEN STUDS ARE NOT ACCEPTABLE. EDGE AND 12' ON CENTER IN THE FIELD. PLACE: �1BL 5TUD5 AT ;2• ALTERNATIVES ARE NOT APPLICABLE FOR 5W'S WHICH TERMINATE 6x6-W1.4 x w1,4 ux1Z EACH END OF SHEARWALL. PLACE (1) ATG WITHI . 3' OF END OF ,AT A HEADER. FINISH 8' MIN I 4'' FLOATING SLAB SHEARWALL. FOR STEMWALL AND BOND BEAM APPLICATIONS, ;3, WHEN UTILIZING THE; MSTA24 TOP PLT To STUD CONNECTION AS \ \\ \\.\< ,<,\ U GRADE ATC's AT SHEARWALL ENDS MUST HAVE A 12' E BEDMENT. SEE (SHOWN BELOW, ALL TRUSS TO TOP PLATE CONNECTIONS MUST BE \\/\\\ \\�\�\\,��/T\/ I /% �" VAPOR BARRIER I- ' FRAMING PLAN FOR ALTERNATE 5W END TIES-r_>0 I IN SECOND INSTALLED ON THE SAME FACE OF THE TOP PLATE. `�����\�" ", \\ \` CAST-IN-PLA F TI ,02F G FLOOR AREAS WHERE ATG IS NOT FEASIBLE. HARDIPANEL 15 IF NOTED ON THE t I-STORY: a' ' I6' , W/( 64 CONT. U ACCEPTABLE SUBSTITUTION FOR O5B ONLY TRUSS TO TOP PLT a �t .) I U ' ATG OR y'xb' EMBED I MUST BE -�• z-SroRY: 1m' x z0' W/(3) 04 OR (2) 05 1[ FRAMING PLAN. ATC48 - MIN ( z ( CONNECTION I "' 3-STORY: 12' x 24• WI(3) " 4 OR (2) "5 BOTTOM PLATE ANCHOR W/WASHER a APPROX IDSPAN. TO INTERIOR FACE OF / �`'� �,/\ FOOTING TO BEAR ON 0 � I WALL END ZONE FIRM UNDISTURBED SOIL � PLANS VALID ONLY WITH SIGNATURE 5WH SNEARWALLS RE=QUIRE BIMP50N HTT22 HOLD-D WN ANCHOR + ED DESIGNATION R "RAI SE 0,ElEAL NO (2) 5PH4 AT TOP PLATE IN LIEU OF ATC AT EAC�I END OF a 4.0 FT 4' OPT. BRICK LEDGE NOTED ON FNP PLAN ,U ��i •�' ..w."Vt SHEARWALL SEGMENT. 5/8" DIA. THREADED AMC OF, TO HAYS EXTERIOR MSTA 70 TOP FLT O , ; MINIMUM OF 12" EMBED. SEE 'HIGH CAPACITY SHEARWALL FACE OF WALLle W/(5) I0d COMMON 0 .I'. .r` DETAIL,' LOCATED ON THE DETAIL SHEET. FOR PERFORATED CMU STEMWALL SECTION 7 Z " 5W, HTT22 HOLDOWNS REQUIRED AT EXTREME W. LL ENDS ONLY, I MSTA TO STUD 11110) 5T-1 = '• �t` � 5W SEE 'SWB-SPECIAL SHEARWALL DETAIL,' LOGAT D ON THE I0d COMMON W DETAIL SHEET. X � X ,� ttl to" je �ARNESON MSTA INSTALLATION � . IL �:r ❑. '59544 'a��� /If -.1-04 r CD CD r-4 � j C\ LEGEND p� �a TELEPHONE OUTLET U ' WQ Av "Tj C.A.T.V. OUTLET wQ -- px 1 p- SINGLE O '\ I ..............SINGLE POLE LIGHT SWITCH L ..... .... r� ca o .... .. ( 1............. _................ I o f <s SWITCH w/ DIMMER Q v s w v 3 C7 \ \ 3 WAY SWITCH -: �. - i P a C, 1....... .....3.. ;:CEILING LIGHT a o I WALL SCONCE LIGHT ............... .... mJ ...... SMOKE DETECTOR RECESSED CAN LIGHT .............................................. .. / oHani9s.o. ------------------ Lg OQ ................................... WALL OUTLETI x .- ,I H 5 5 Jl! J1� Al / [ Loccte �y "wnj8r i 1 GFI OUTLET _ I 220 VOLT OUTLET ........_ �.: ::::::: ::i::::::.::::::::::::::.::::::: :::::::::J:::: Q� I� x \ _ -.... -- . ...............' 220V J EXHAUST FAN Hi - r I EXHAUST FAN W/ LIGHT I --I o — — — — — �.- — — Io d� S — \ k, z I4 \ £ CEILING MOUNTED HANGING LIGHT / I a� h j Q \ Hanging / i I Light - I CEILING FAN I� . .................. L_ J I '; i JU � ati (� M I I v I i F- L - - - 1 C=� CEILING FAN W/ LIGHT ......__.............. I 1 AFHU CAI Q� 0 VAMI.------11 L =L -' JJ LIGHT ONLY / WIRED FOR FUTURE FAN I AHU W.H. 1IF 5 1 1 _ , M � I ��� �, a II I DOUBLE 4' FLOURESCENT cq z I ELECTR C 2' X 4' SURFACE MOUNTED Cd \\ I \ FLUORESCENT LIGHT FIXTURE F PULL--DN \\ ® UNDER-CABINET FLUORESCENT LIGHT ' F P,LLI-�-DN ULL- \ I I ST IR L STAIRI \ P► STEREO SPEAKER I STEREO VOLUMN CONTROL ATTIC AREA �I I I NOTE : _ I I I out in ceil rig for 1 • PROVIDE AFCI 'S (ARCH—FAULT a age door cpcner ( CIRCUIT INTERRUPTERS IN ALL DWELLING I UNIT BEDROOMS PER NEC ARTICLE 210--I2) I ` I 7 2 . ALL SMOKE DETECTORS ARE TO BE I 'I HARDWIRED AND INTERCONNECTED, m I E o cq I I o ell Drawn By: CAD Drafting David Willis 1031 N. 21st Street ax Beach, FL 32250 (904) 249-4040 Job #: 214 Date: 1 ST FLOOR ELECTRICAL 092ND FLOOR ELECTRICAL 09/21 /04 SCALE: 1/4" = P-0" SCALE: 1/4" = 1'-0" Sheet #: E1 Vo S/Z)(�6 9— 30 LB FIBERGLASS ARCHITECTURAL bA SHINGLES OVER 15 LB FELT a � � a Cd 1/2" CDX PLYWOOD ROOF SHEATHING $_'' d� FASTEN w/ 8d COMMON WIRE NAILS Q 6" OC EDGE AND FIELD. DECREASE � o TO 4" OC WITHIN 4'-0" OF EDGE OF ROOF. Q 12 PRE—ENGINEERED WOOD 7 ROOF TRUSSES @ 24" OC HURRICANE STRAP PER UPLIFT CONNECTOR SCHEDULE ' ZooW ,3 10j. v ao " Q —fi" SAVE METAL 3iw w Cno 5/8" DRYWALL CIELING 2x6 SUB FASCIA a U W H R-30 INSULATION VINYL SOFFIT THREADED—ROD TIE—DOWN SYSTEM (SEE STRUCTURAL DETAILS) WINDOW (SEE ELEV & PLAN VIEW FOR SIZES) 8'-1" W F-�-1 THREADED—ROD TIE----DOWN SYSTEM (SEE STRUCTURAL DETAILS) M 'L:1 � N 20" 4x2 FLOOR TRUSS W/ 3/4" T&G PLYWOOD FLOORING (SEE TRUSS DETAILS) U'n d H CD RECESS FLOOR TRUSS 1/2" TO /2"TO ALLOW PLYWOOD SHEATHING TO PASS OVER O 1 _0 PRO'T'ECTION OF OPENINGS USING WOOD STRUCTURAL PANELS • Min. thickness of plywood panels is 7/16 inch • Max panel span is 8 feet • Panelsmust be precut to cover window 5/8"GYPSUM-BOARD CEILING •Attachment hardware provided(fasten per table 1604.1.4) (TYP.) • Label panel with location, ex. North wall-bathroom window • Inspection required to verify above items have been complied with DOUBLE 2x4 TOP PLATE (TYP.) STUCCO TABLE 1606.1.4 WIND-BORNE DEBRIS PROTECTION FAS'T'ENING SCHEDULE 1/2" GYPSUM—BOARD FOR WOOD STRUCTURAL PANELS (TYP.) 1/2 WALL SHEATHING FASTENING TYPE FASTENER SPACING(1N.) 1,2 (SEE STRUCTURAL DETAILS) PANEL SPAN¢2' PANEL SPAN>2'<4' PANEL SPAN>4'<6' PANEL SPAN>0<8' R-11 BATT INSULATION 2'/2 46 wood screw 3 16" 16" 12" 9" TYPICAL ALL EXTERIOR WALLS 2'/2#8 Wood Screw 3 16" 16" 16" 12" Double-IIeaded Nails 4 12" 6" 4" 3" Notes: •^ l-.� 1.This table is based on a maximum wind speed of 130 mph(58 m/s)and mean roof height of 33 feet(10 m) FO of less. �J 2.Fasteners shall be installed at opposing ends of the wood structural panel. 3. Where screws are attached to masonry/stucco,they shall be attached using vibration-resistant anchors having a minimum withdrawal capacity of 490 lb(2180 kN), 4.Nails shall beIOdcommon orl2ddouble-headed nails, THREADED—ROD TIE—DOWN SYSTEM 2x4 STUDS @ 16" O.C. �+ v (SEE STRUCTURAL DETAILS) (SEE STRUCTURAL DETAILS) 1606.1.4 Protection of openings. In windbome debris regions,exterior glaring that receives positive pressure in the lower 60 feet(18.3 m)in buildings shall be assumed to be openings unless such glazing is impact resistant or protected with an impact resistant covering meeting the requirements of SSTD 12,ASTM WOOD BASEBOARD E 1886 and ASTM E 1996,or Miami-Dade PA 201,202 and 203 referenced therein as follows: 1.Glazed openings located within 30 feet(9,1 m)of grade shall meet the requirements of the Large Missile `fest. MONOLITHIC FOUNDATION, ON GRADE, 2.Glazed openings located more than 30 feet(9.1m)above grade shall meet the provisions of the Small w/WW 6x6, OR "FIBER MESH ADDATIVE," RECESS 2x4 P.T. SHOE 1/2" IN FROM SLAB EDGE Missile'fest, OVER 6 MIL. VAPOR BARRIER INSTALL SEAL SILL Exceptions: Wood structural panels with a minimum thickness of 7/16 inch(1 l.lmm)and maximum panel ON OMPACTED, TERMITE TREATED FILL BETWEEN SLAB AND SHOE (SEE STRUCTURAL DETAILS) span of 8 feet(2438 mm)shall be permitted for openings protection in one-and two-story buildings. Panels shall be precut to cover the glazed openings with attachment hardware provided. Attachments shall be designed to resist the components and cladding loads determined in accordance with Table 1606.28. Attachment in accordance with Table 1606,1.4 is permitted for buildings with mean roof height of 33 feet xp_ x v x --a a x Ye w (10m)it less where wind speeds do not exceed 130 mph(58 m/s), \ \ \ \ \ \ \ \ p v 1 \ \ \ \ \ \ \ //\/\/ //��//\�//\�//\�//\\//�\//�\//\\ a o \ \ / \ \ \ \ \ � \ Y / Drawn B \\ \ \ \\ \\ \\ \`(\\ \\ \\ \\ \\ \\ \\ \ CAD Drafting \/ / //\/ � \ \ \//\//\//\//\//� g \i/\i/\�i/\\i/\\i/\\i/\\i/\\i/\\i/\\i}\\ii\\ \ \\ David Willis i�/i�/i�/i�/i�/i�/i \ \/\\/\\/\\/\�/\\�\��\ 1031 N. 2 t st Street ax Beach, FL 32250 (904) 249-4040 Job #: 214 TYPICAL SE 'U" TION Date: 08/11 /04 NOTE: SCALE: 3/4" = 11--V Sheet #: It is the responsibility of the Owner and/or Builder to review and verify all dimensions and construction details prior to the commencemnet of construction. These plans in no D way releave the Builder and/or Owner of the responsibility to adhere to all aplicable building codes. a bQj Qom % 2s'-4" 26'-4" � ,. - - - — — — r - - - - - - - Coln , A � M I z y0 OU b M s I ATI C RE Q � pFO E N I � F, ° 0400 0 2 I in I r, m N L_ _- .� A °I ztll-L 4--L AHU IIII IIII I • o s'-D" — A6 c M PIP I I I I � F I ., l_ - - -. — .._ — � I I CA op I - 10'-8" I I I ATTIC AREA N _ 8' 0" I I W 2D'-s" ^ ° 2ND FL FLOOR TRUSSES l ST FL ROOF TRUSSES 2ND FL ROOF TRUSSES SCALE: 1/8" = 1'-0" SCALE: 1/8" = P-0" SCALE: 1/8" = 1'-0" W NOTES: C/) * ROOF AND FLOOR TRUSSES TO BE DESIGNED BY TRUSS COMPANY * FLOOR TYRUSSES TO BE 4x2 OPEN WEB DESIGN * ROOF TRUSSES TO BE FINK DESIGN WITH ATTIC AREA WHERE POSSIBLE * SEE TRUSS DETAILS FOR ALL INFORMATION ON TRUSSES * PROVIDE AC CHASE 1N FLOOR TRUSSES AS SHOWN * ALLOW 1/2" RECESS FOR FLOOR TRUSSES AT EXTERIOR WALLS (SEE TYPICAL SECTION DETAIL) * FLASH AT WALL CONNECTION AND ROOF CONNECTIONS cd - � W o •� O I � I IMITII III II � I I I ► , I it III � 1 ` 1 II I I I Drawn B CAD Drafting David Willis 1031 N. 21st Street ax Beach, FL 32250 (904) 249-4040 Job #: 214 Date: 09/24/04 DOWN VIEW ROOF PLAN Sheet #: SCALE: 1/8" '-' 4 d � G7� d' cz < j Qom % ATTIC AREA — —zz— — — .` TOP OF PLATE _ rl N V4 O d TOP OF WINDOW � � OpdQ n :.EI:: vza o a. z Q c� STUCCO00 00 00 O uplfl H (ATTIC AREA)I — 2ND FL FIN. FLOOR 1'-8"FLOOR TRUSS o, w/3/4"T&G PLY, ___ — ___ A TOP OF PLATE r TOP OF WINDOW -I 1r/1 T SHOWER £#�'„ Q� v� I I Ell I STUCCO r M� — �— -� — — FIN. FLOOR M i RIGHT SIDE ELEVATION Tn h� SCALE: 1/4" = 1'-0" r� hal Z h� 11171 ]111 111111 IM11 11 1111 11 1111 IIIIH IIFI a E-� A O A O U 4 flfill 111111 111111 11111 IH11111111 U 111-111 11 fl Itill 11111.1111 JIMI III-Irl 11 FI[I IIFIFI 11 I­IH 11 [1H IIHH 11 I'd [ r p w TOP OF PLATE N v n �-- 0 Sn( TOP OF WINDOW U O N. a i ALLOW FOR 1/2" - h�j--I O - SHEATHING •� U 03 bQ 0 STUCCO ''i Q<5. ...-- 1'-8"FLOOR TRUSS O 1 11 till Milli 11111 11'1'41 W/3/4"T&G PLY. 2ND FL F'IN. FLOUR P-8" FLOOR TRUSS o� w/3/4"T&G PLY. TOP OF PLATE - TOP OF WINDOW - QJ cd a# . 3 2 �j 1 °: �• Drawn By. M U7 ' m F , , CAD .Drafting r David Willis a6 } 6 ��'" � � p6 1031 N. 21st Street Jax Beach, FL 32250 Q h FIN.FLOOR (904) 249-4040 O ° o Job #: 214 REAR ELEVATION Date: Do 09/24/04 w SCALE: 1/4" = 1'-0" Sheet : A3 . 2 o ;-4 - d p N a-N ATTIC AREA � � � d � q oTOP OF PLATE N H o 0 STUCCO TOP OF WINDOW II HQQ U a _ UW '`a `n0 � 'G a0 Jn4 111111 111111 111111 11 ti ATTIC AREA 2ND FL F[N. FLOOR - J = vSS W I V A Plant Shelf �I \\ o' • f — � I TOP OF WINDOW I STUCCO II /r "j 44 LSBK 40 s II STUCCO 1 ;.. Master Suite — u — — FIN. FLOOR , CT — — f — SLPOE GARAGE FLOOR N LEFT SIDE ELEVATION SCALE: 1/4" = 1'-0" U b CL f-' Cl U pA U O Q 12 o � w TOP OF PLATECi •q /: U •TUCCO�. S o b11 Ll .--� Do b A 4 Y. t f• ` 12•. d o d 12 f/... .. r`V N 7 + 2ND FL FIN. FLOOR ATTIC AREA- \ % TOP OF PLATE CD — WIN D TOP OF OW U a m 3 LOWER TRUSS, - . ADD 1'-0" 70 HEEL CAD rDTc'-1.fting STUCCO o ao _. GARAGE WALL David Willis 31 o � 0 Q HEIGHT 8'-1 1031 N. 21st Street a ax Beach, FL 32250 FIN. FLOOR - (904) 249 4040 3 O ° 214 o � FRONT ELEVATION Date: R� 09/24/04 �j PSCALE: 1/4" = V-0" Sheet #: ° .4 Aj1 3 Q 39'-8„ N 13'-6" 26'-2" % o „ 39'^8Q 61-1 06'-8' 81—6 12 —6 5 —2 j 26'_4" 12'--6" 2'-4" 11'-6" 9'--10" 8' 10" 2'-8" atio k 090 090 ��� g H F�CF�H 'c1l �r k0 0� *0 p� � p [ ix� w Q f� N _.:..:..... :: OF. � E" O En • N z 1CAN ................... .. Y � W ° O �, ell , E _y" Q .... _moo : I en _ Master Suite ; .___ ,� _ BR ... f..... � ca � e I I I #3 �I �¢ a � Master Suite , ;, = R # o ................................................ a . aB 2 _ . W.._ _ co € -- .........................................:::.........................�.......i �. _.....m....-- --.------...-...... - r r ......... ' ..� ii• .c,�€ ' N I € � � 57 1 6 I ... l U i i .0.................� .......;............. ..... ..,........--......................._........-. ............... i •E:::........................5...................... 1.. .....•::: E.......... ...... Q ......................................... I aG p C14I _ 3 —0 6 —10 L� 3 —2" 4'-10" 6 Ln - - - cy I 0 8 N V 1 � x �- ,L w I —I LO 266 8 — _ — 286w pQ-8-- ' l z z N H N I hI � � ► s 4'-6„ 3'-4„ oo 2' 8„ 3, a J ¢ Za66 N I cn 4 Ln N I a Q Kitchen ❑ N 1° 0 I 1668 Q 26;6e U Y 1066- I F er ❑ I M 1 I I Loft N G L — I ...- 1668 K - — I I a 00 lip 0 J I 2°68 6 N -I I W 1 LO z a a N � I I Tt 1668 I I , 1� 1 I 306 z 6 8 N oo L 2668 m o 8 8 8 L O ao 00 — �, F N N ` undry N AHu CWH.)N U _ — -q- LOLn Entry o � .��;��: �,,.� ; �: � I I€N AHu & H UD I� - II 0r) c c F t I I LOCATED IN ATTIC 0 o I II I N 4'-2" 4'-8" 3' 6" z'-o" 6'-0" ►--L� z °D _ O W aN J — — p Ctih h F l h V.) I r .. . W - x - mmw 10' 4" 9'-0" I 20'-4" I S N N 00 I IS R PUILL—DN 4' L SITAIR STjIR J 88 A q P. I -b 5-6#1 n " 005 H —6 5,-2 I I 04n 10'-8" 8'--4' � ATTIC AREA I I II � N I I r _ aE �0 C13 I� I I II 0 � 16'x7' GARAGE DOOR IO A � o e� q cd cS C7. ca cd ctl 2'-4" 161_0" 2'-4" Q v q � 3 20'-8" ' 39'--8'• Drawn By: SQUARE FOOTAGE INFORMATION: CAD Drafting S Q David Willis 1031 N. 21st Street AA/1 AREFLOOR A/C 1,210 aX Beach, FL 32250 2nd FLOOR A/C 704 (904) 249-4040 p ° TOTAL A/C 1,914 NON A/C AREAS: JOb GARAGE 462 214 1 ST FLOOR PLAN ENTRY PORCH 42 2ND FLOOD PLAN Date: TOTAL UNDER ROOF 2,418 09/24/04 SCALE: 1/4" = 1'-0" SCALE: 1/4" = F-0" Sheet REAR PATIO(NOT COVERED) 62 Z 3 * = EGRESS VINDOW P/CH 24 / 2001 FFPC A 2 . 1 Cr-4 4 d' 01 o all d' 10,-4„ Q j 1/611 PATIO b rh om ro g a O Q Q T QF" 54 SEE STRUCTURAL DETAILS FOR: ' Q u� v 3 v I wUQ � � * CONCRETE SLAB INFO., 13 -6 * w/REINFORCING (OR FIBER MESH) INFO., w w r" z o * OVER VAPOR BARRIER INFO., I a d v * ON TERMITE TREATED, CLEAN, COMPACTED FILL INFO., Q II a Ii MONOL THIC FOUNDATION I SEE 5 RUC7URAL DETAILS THICKENED SLAB FOR BEARING FIN. FLOOR r SEE STRUCTURAL DETAILS I ELEV.--0'-0" h • II I N I I � n THICKENED SLAB FOR BEARING SEE RUCTURAL DETAILS Lo I � to w FT CD II 13,_6„ _8�• 10'-6" 7 N R I ►� o 00 CIO I EMERG. DRAIN — UNDER SLAB � I FIN, FLOOR I - - ica ELEV._-0'-4" r T - - I �n a 5'-8" 4'-8'0 4' DRYER VENT PIPE UNDER SLAB w W � I 0 SN 0 S R 7 I 4" Co q I FIN. FLOOR I I j4" FORMED AND POURED CURB I ELEV,-VARIES FROM-0'-7"TO 4-9 1 w P4 EE STRUCTURAL DETAILS 6' FORMED AND POURED CURB 1 d TOP OF CURB a ELEV. 0'-0" .� (SEE STRUCTURAL DETAILS) I c� U ani (A Q � w � � Cq I I m � w o •.� i (D o o � Co 'pgUa A � rO� � t7 cd U cd 10'-8" 8'-4" 2 16'_3" 2 > 19'-0" L 20'-8" 39'-8" 3 Al EDrauni By: s CAD Drafting David Willis 1031 N. 21st Street ax Beach, FL 32250 (904) 249-4040 ° a Job #: �b 214 FOUNDATION PLAN Date: 09/24/04 �j SCALE: 1/4" = V-0" Sheet #: Al � � 3 C) INDEX OF DRAWINGS : Q Qv ARCHITECTURAL PAGES : C1 'TITLE PG ( THIS PG) C1 SITE PLAN Al FOUNDATION A2 . 1 FLOOR PLAN -- 1ST FLOOR ° � Q a w A2 . 1 FLOOR PLAN — 2ND FLOOR � q A3 . 1 ELEVATIONS — FRONT , RIGHT SIDE qpo ° Fo p 70 . 00 A3 . 2 ELEVATIONS -- REAR LEFT SIDE � o '77+ ' + ' + ' + ' + ' + + + + + + a� + + + + + + + + + + + + + + + + + + + + + + + + + + + 1 F• d + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + , A4 ROOF FRAMING & ROOF DOWN VIEW w r W + + + + + + 4 + + + + + + * + + + + + + + + + + + + + + + + + + + + + + + + + + + + F g U q r> + + + + + + + .+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ' y I + + + + + + + + + + + + + .. + + + + + + + + + + + + + . + + + + + + + + + + + D1 'TYPICAL SECTION + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +� v, � �' w o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + E1 . 1 :ELECTRICAL PLAN — 1ST FLOOR + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + LEGAL ADDRESS: Pw O + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Loth B1ock106 ATLANTICBEAC�I "H" E1 . 1 :ELECTRICAL PLAN 2ND FLOOR + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I + + + + + + + + +++++ + + + + + + + + + + + + +++++++++++++++++++ + + > > > + + + + + + + + + + +4-+++++++ + + + + + + + + + + + + + + + + + + + + + + + + .W + + + + + + + + + + + + + + + + + + + + + + + + + + + as recorded in Map Book l8, pages 34, + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + " STRUCTURAL PAGES : (ATTACHED ) + + + + + + + + + + * + + + + + + + + + + + + + + + + + + + + + + + + + + + t +++++++++++ + ' + ++++++++++ ++++++++++++++++++++++ e�+BAF+++++++++++++++++++++++++ of current public records ofDUVAL COUNTY, FLORIDAS1 I + + + + + + + + + + + + t + + + + + + + + + + + + + + + + + + + + + + + .+ + S2 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + *. + + + + + + + + + + + + + + + + STREET ADDRESS: + + + + + + + + + t + + + + + + + + + + + + + t + + + + + . 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CITY � i������� Cd STOCK STREET LOT AREA 7,�1-�0�',, ��i Z - - --- - - -- MAR u ° � (50 ' R/W)) PRECENTAGE OF COVERAGE 30 . 7a , C City of Atlantic•Beach DRAINAGE Planning"and Zoning Department = WATER FLOW FOR DRAINAGE This approvat vermes compliance with applicable toning, subdivision and other local land development regulations, but does not constitute approval for the Issuance of permits. Compliance with Florida Building Code and all other applicable local, State and Federal permitting requirements must be verified by signature of the City of Atlantic Beach Building Official prior to ilio Issuance of a Building Permit. Drawn By. Apprenred�y: CAD Drafting m un Development 151 c`for" Pot - David Willis I 1031 N. 21st Street ax Beact>, FL 32250 A NEW H BY: (904) 249-4040 LARHOME IMPRaVEMEN 'T'S INC . Job #- � EN 214 I SITE PLAN .JOB ADDRESS: ---- STOCK STREET Date: SCALE: 1/0" - 1'4' ATLANTIC BEACH, FL 09/21 /04 - Sheet 9 21 04 -Sheet #: C 1 70(o �S C/S,