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1768 ATLANTIC BEACH DR - REVISED TRUSS DRAWINGS&0340 1, ,&02-00 UM0 E00-00 4 fi-00-00 4 4 2 1 ,y 4 R 4 4 4 4 4 4 1 3 N 4 1 S « N 5 1 S 15 1 S r H r H 4 N S S 1 2 O PIotID Length _ Product Plies Net Qty FB -03 2Length 02 2 2 FB02 91 iF rc't 3 3 E -J011 14-06-08 onCENTER® LVL 2.oE 1 3/4" x 16" \ u m T10I 02 ISI 10 CEILI G J.4 T49 \ / O 50 2 0 T50 2-0 50 2-0 T50 2 -OI 0 50 I 2-0 0 TSO -- 2-00-00 TO 2-0 0 T. 1-0 00 10 CEILI G U. EJ04 EJ24 T02 !! \ \T01 I V03 T T4] i VO4 EJ34 / II -� 00 -00 , F / EJ EJO6 \ I T53 EJ06 T54 11 EJO6 T54 III EJO6 T54 Ili --EAG w6 we / . t� Fr01 II n• II EJ34 EJOfi EJO6 1 CEI No II 17 TO T III \ EJ34 ! EJ < EJ06 !I J & STEEILIN Two �0 4 STORY III 3 ( 9' EILI G CEJ EJ EJ EJ EJOB EJ06 U)� bfi I x,00 S S 8 8 g S g S g g g r a r « r 11 r 1 11 « 3)-0500 8 i3 g 4 r r Roof Truss Connector List' Manuf Product Qty USP THD26 7 SECOND FLOOR LAY UT SCALE: 3/1 6° = 1 101 FIRST FLOOR SCALE: 3/1 6" 1 01- 1 1 /S11 l 1 21- 1 1 /811 20'- 711 THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for temporary and permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. For general guidance regarding bracing, consult "Bracing of Wood Trusses" available from the Truss Plate Institute, 583 D'Onifrio Drive; Madison, WI 53179. ATTENTION. Refer to truss layout and engineering documents that arrive with delivered field trusses. Unless noted otherwise, all beams are by others. "":VISION tJATE CHECKED BY 00/00(1 S CLIENT TOLL BROTHERS SUBDIVISION ATLANTIC BEACH AMBASSADOR MODEL I JULINGTON SCANE ELEVATION COASTAL — DRAWN BY LOT # Date: Ras DATE LAYOUT 04/28/2017 1 O ��/j REF V fi-00-00 4 4 2 1 ,y 4 R 4 4 4 4 4 4 1 3 N 4 1 S « N 5 1 S 15 1 S r H r H 4 N S S 1 2 O PIotID Length _ Product Plies Net Qty FB -03 2Length onCENTER® LVL 2.0E 13/4,, x 16" 2 2 FB02 23-11-08 onCENTERS LVL 2.0E 1 3/4" x 16" 3 3 FB01 14-06-08 onCENTER® LVL 2.oE 1 3/4" x 16" 2 2 T10I ISI 10 CEILI G J.4 `ry T11TIO, 10 CEILI G U. EJ04 EJ24 T02 !! \ \T01 I i EJ34 �, FT01 II EJ34 Fr01 II n• II EJ34 1 CEI No II 17 TO T III N EJ34 4 !I J STEEILIN Two �0 4 STORY III 3 ( - aloaa _ -- EJ34 / FOYER Fr6t I / LL II -7,l I III M01 I � I i _ - FTOt Ili / li EJ30 I,. TO& FrO�I I 1210EIL1 G I / 10' CEILI IO I I 4 i I I I q O J i J2] JZ) EJ2) O TOB I I I ILL ILL � � FIRST FLOOR SCALE: 3/1 6" 1 01- 1 1 /S11 l 1 21- 1 1 /811 20'- 711 THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for temporary and permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. For general guidance regarding bracing, consult "Bracing of Wood Trusses" available from the Truss Plate Institute, 583 D'Onifrio Drive; Madison, WI 53179. ATTENTION. Refer to truss layout and engineering documents that arrive with delivered field trusses. Unless noted otherwise, all beams are by others. "":VISION tJATE CHECKED BY 00/00(1 S CLIENT TOLL BROTHERS SUBDIVISION ATLANTIC BEACH AMBASSADOR MODEL I JULINGTON SCANE ELEVATION COASTAL — DRAWN BY LOT # Date: Ras DATE LAYOUT 04/28/2017 1 O ��/j REF V fi-00-00 4 4 2 1 ,y 4 R 4 4 4 4 4 4 1 3 N 4 1 S « N 5 1 S 15 1 S r H r H 4 N S S 1 4 -- __-- Products -- ]6-11-00 - PIotID Length _ Product Plies Net Qty FB -03 2Length onCENTER® LVL 2.0E 13/4,, x 16" 2 2 FB02 23-11-08 onCENTERS LVL 2.0E 1 3/4" x 16" 3 3 FB01 14-06-08 onCENTER® LVL 2.oE 1 3/4" x 16" 2 2 FIRST FLOOR SCALE: 3/1 6" 1 01- 1 1 /S11 l 1 21- 1 1 /811 20'- 711 THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for temporary and permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. For general guidance regarding bracing, consult "Bracing of Wood Trusses" available from the Truss Plate Institute, 583 D'Onifrio Drive; Madison, WI 53179. ATTENTION. Refer to truss layout and engineering documents that arrive with delivered field trusses. Unless noted otherwise, all beams are by others. "":VISION tJATE CHECKED BY 00/00(1 S CLIENT TOLL BROTHERS SUBDIVISION ATLANTIC BEACH AMBASSADOR MODEL I JULINGTON SCANE ELEVATION COASTAL — DRAWN BY LOT # Date: Ras DATE LAYOUT 04/28/2017 1 O ��/j REF e L 0 U to L a 0 CL O zo �z < o („ C),��,, w LU oc �nw,.cOc oc z 0° O LU LL. O M F— a I w �t �co T=- MCLU D z=F oho I LU OWO QFo z tiLU z 0 U LU U) Q LU = WZz LU 0 w O J z ,2 O o O Oa J U p[ m Q O oo( LU z m U� C:>Q =a� ma> J O J J � J Q (Q (_ C)o� J � W IL cl-oR O W o z =mo z=�z Q w >- ca ca W Q z= LU 0 O U) -_ LU LU Z U ~ Q Ln m (7�wZ = C)0 o'zz(" _ LU w 0 w Q mOGWZ zz=U LU z w w Q x wQz Uo C) M wz� Q = O w U) w w (n w zzzLL_ C:> C:) z 0 Q�(�a O z oc w w a I--1 MWoz w w z Q LU LL_ Z w r O � � W Q Ui UjF=UF Z LU m pZw_ F— �0F C) a � LLLjU Co w U J Z —I V-- C) LL. Q U F— O 0 N M 1 N 21 ,-' N A A7.82)- - 0 0 ri A/C ENCLOSURE - B SEE DETAIL 10 ON A7.82 7 SHEET A5.2.82 77'-0" 21.0" 751_011 0 TEMPERED GLASS SHOWER A/C COMP #1 A/C COMP #2 ENCLOSURE BOTT. @ FIN. FLR. 31-81' le 9'-10" 5'-2" le 5'-611 91.411 7T_611 le 7'-91 11 11 1 -LINE OF I , GAS TANKLESS ' I ROOF ABOVE O O O WATHER HEATER © (© ©I HB ................................ WATERO ; -- • Io SOFTENER I ---� M LOOP o • 38' _611 1 ,------------------ •;:: I o TANDEM I 1 © MASTER 10'-8" FLOOR, MATERIAL , „ I 22" X 54" _ 10 -0 CLG. ® 1 ATTIC B E p ROOM 10'-0"® TRANSITION I10-0"CLG. MASTER BAH o RECESSED SHOISL 1 ° ACCESS .. 611 13 10 -0 CLG. I " 1 1 1 1 � 6 VERIFY SIZE AND 1 1 I I w1 I _ © 18'_211 3'_8f' 71.411 3T-4" 5'- LOCATION 16'-811 211.411 I1 1I 01 o SHOWER SEAT @ I I 1 1 1 611 ;var 36" vaz" 18" A. F.F. I M E C H. I 1 1 I 01 i i o 0 O K/S "' 110'_01' CLG. i L J � N 2 CAR (D1 1 I R& H R& SH I--- i (A.H.U. #1 1 I 9i iO ----- -- ---- I 0 22' 34" , I)RYE 101-0" LG. I I GARAGE i 7 ATTIC ACCESS _PAC 1 611 1 I In O d- O I I 4 -10 I� j� x �j 16 -0 h I i i -BR 7,_8,1 1 _ _ 6" 1 20'-10" z 1 II I 1 11 I — ......................... ; I IIS-- J s I 01 WIC I C 6'1 I FF o I 6 MT ..;...: :/10 :: ::.......�.......................................................... ...........::.................... :.: 1 11 .:.::: I 1.0-0 - - - - - I i----------------- io DBL. R & SH 7 I� 4" _� 1 LT, '_ '1 " 1' I LINE OF 2ND FLOOR G S LINE FOR Q FLUSH TILE 7 8 31-611 8 3 0 w ::. T " E E AREA " 10` X 10 AIR ABOVE. AR U -..::.:::.::....:.;.......:.::.;.::;;;•;::.:;:;::.;:;:.;:.::::::;•:;•::::;;::;::::;.:;;:..............-.:;.::::.;.::.;:::.;:::.:;.:;...:;.;:.::.::.:::.;:::.;:.:..::: Q - - - -o - -I JUMPER DROP 1 I F�c 1 I I--- SLOPED PYVD RoPRE-PLUMB FOR IABI E ZONE CLG. 10 -0" CLG. 1 L I BARBEQUE AREA 3.611 1 le 41.8'1 21.1/'1 1 131_ 2'_12" A O -N _T - 0= M 6 1 1 1 DESIGNER I I I\ 1 I I I L, I I I IOAK 4 COVERED �9 FIREP CE SUBMIT12'-8'- - - I © ' I L — - —I �-- — — T ,1 STAIRS L Eft C',LG; #IAP1l�F! E-6F�{�- — 1 0 P A3.N �_ PER GRADE LANAI 1- - - ifttssT�rL ft -AND- - -, r- - - - I I I I J _ _I ice- LINE -QF -- ._--�._ ao 10'-0" CLG. I N U.L. LIS NG SPECS. I I ' a, I -- - ; o I I ROOF ABOVE , ,_, I I 20 7 I I �, --------- i i 5 -0 4 -4 3 -0 1-4 I � 61-411 N 1 11 1 II 1 it 1 11 — LU 1 f' 42" OUGHT ` ' o _6 I BEAT�)OM IRON HI(� H OPEN I ----- ------ J Z20'-4" PAVER ON I —COVERED RE D - PAVERS ON _ I - I cO 121-011 TO 1� 8 RAILING SPACED TO 1 UP RETURN HANDRAIL 110 0 I ENTRY , ' 1 STEM WALL 1_-ftEJEE•f-A- I'ItERf rt- - -{ 1 FOR CASCADING FLAT SOFFIT 1 STEM ALL I w I a, MT -FR�L . - '1 @ 8 -0 - 1 i i 10'-0" CLG. 1 1- -----� -----7 I--- --� 1 STEPS A.F.F. I � MT rr, -- — — — — — '1�--- — "1' — — —� — _ — I— — — — — — — — — 'r�� — — 61-211 I --i— — — — — j [1_011 II I I 171.811 I I ' ^ 121 I1 61 41-411 121.41' 11�14T1 31_61140 10" 15 10" 1 111 1 I I 11 10 I 1,_0„ 611 10'-11" 20'-4" TWO STORY N le 1 i N 1 '-0" FOYER -----� ------ �-�--- _ F .- - � M 5FLAT SOFFIT@ _ OAT - -O - :. ,- � ____ �CEGSET�, LINE OF = o BATH 4ACE1 FLOOR ABV. ' 2" X 6" WALL 34 1/2" ; M 10'-0" CLG. M 0 M A.F.F. ROUGH - — 151-8" ; ----- ---- --- -- _-------------------- 61-411 DBL. '-10j�� 2'_9" 2'_711 ' M(� -- -----------i --------s B18" I M VEN BEDROOM 2 -O - -- PANT 101-0" CL STUDY 10 -0 CLG. M - © ROOMLnDW 10 -0 CLG. — - L� �B21" 621" '---------€-------� ' LnI , M 10'- "CLG. BL. SINK ------J , _ DISE. 5 N oo------1 �n _ - / GOURMET , ' M M 61 O I M ' 20'-4" KITC H E 4'-10" 12'-4" 31 2" 5'-4" 0 11'-4" — - - 611 GAS COOKTOP 10'-0" CLG. I ® WIC - ----J 0o C6 10'_0" CLG. M -- -- a ' R&SH OH z OH O OB SHUTTER I HB II PARB JECTION 21.611 6'-1011 341.41' , 17'_411 51.011 I 70'_011 - - - - - - - 751.011 FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" COASTAL A A7.82 R., =AT - ii:i ADDITIONAL NOTES, SCHEDULES, & DETAILS CAN BE FOUND ON THE AM SHEET. Q m U Q W ca H z TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. i1 00 0 CL 0 0 0 Uj R 673 _I ED P, U. Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA inacn AR 96730 A A7.82 R., =AT - ii:i ADDITIONAL NOTES, SCHEDULES, & DETAILS CAN BE FOUND ON THE AM SHEET. Q m U Q W ca H z TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. April 24, 2017 00 0 Oat, R 673 ED P, Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Sang-Yub Lee, PE 72328 IF 00■ � v� ;9 0� M N F. 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SPHERE CLOSET DOOR (BELOW STAIRWAY L PRE-ENGINEERED TRUSSES DESIGNED BY TRS M U ACU R COFFER CLG. DIANT BARRIER, TYP. PRE-ENGENERED FLOOR TRUSSES I DESIGNED BY TRUSS MANUFACTURER COASTAL SHOWER SEAT @J 42" HIGH WROUGHT IRON CABINETRY AN APPLIANCES 18 A.F.F. RAILING W/ PICKETS ARE FOR REFERENCE ONLY ` SPACED TO REJECT A 4" DIA. SPHERE B BUILDING SECTION A7,82 SCALE: 1/4" = 1'-0" COASTAL ONTRACT ROOF PER CONTRACT— - AT BALCONY, ATTACH PER 24, 2017 STRUCTURAL PLAN BEAM PER BEAM r 1 PENETRATIONS TO BE STRUCTURAL U. DECK MEMBRANE - 1X4 FASCIA L.n 2X6 RAFTER CONTINUOUS METAL PAN ��- FLASHING OVER SUBSTRATE FL #12407.1 2X6 W/ 3" ROUND z 1 1 z VENT @ 24" O.C. J MANUF. SPECIFICATIONS Q 36" HIGH RAILING 8d NAILS AT 6" O.C. FLASH UP WALL, 12" MIN., CONTINUOUS 3/4" EXT. GRADE — STRUCTURAL DECK SHEATHING DURADECK WATERPROOF <, AT BALCONY, ATTACH PER 24, 2017 STRUCTURAL PLAN Mme. r 1 PENETRATIONS TO BE W U. DECK MEMBRANE - L.n CONTINUOUS METAL PAN ��- FLASHING OVER SUBSTRATE FL #12407.1 1 1 R 967 0 MEMBRANE SYSTEM PER MANUF. SPECIFICATIONS 36" HIGH RAILING — DOOR PER PLAN 1 Ovan G. Drummond, W METAL THRESHOLD COLLOR FLASHING 1 FLASHING PAN PER MANUF. RECOMMENDATIONS Lee, PE 72328 AT POST, SEAL AT 0 00 ® 00 0 M TOP OF FLASHING 1 1 I ¢i w Sil 0PE_\ U w o � N 48 M5 2ND FIN_. FLR. I I ® 13 COLD FRAMED O METAL DRIP EDGE w 1x10 TRIM 2X8 FLOOR I JOISTS (3) 2x12 BEAM LOUVERS CEILING FINISH PER SPEC,, U.N.O. #2 SYP. 2X JOISTS - SEE - STRUCTURAL PLAN. RIPPED TO ALLOW FOR SLOPE HANGER AT EACH RAFTER PER STRUCTURAL PLAN is ME symm"WWOUr SCALE: 1/2" = V-0" COASTAL WSS LAYOUT BY ENGINEER I I I I I I I I 1 I I I I i I i I I I I I I I I I I I I I I i I I i I i I 4" MIN. , i DOOR FLASHING DETAIL M CEILING FINISH PER SPECS Q Cis EXTERIOR WALL m PER PLAN U LLJQ co H Q FLOOR TRUSSES - SEE FRAMING PLAN 2X CONT. WOOD LEDGER <, AT BALCONY, ATTACH PER 24, 2017 STRUCTURAL PLAN Mme. r 1 PENETRATIONS TO BE W U. CC M CEILING FINISH PER SPECS Q Cis EXTERIOR WALL m PER PLAN U LLJQ co H Q FLOOR TRUSSES - SEE FRAMING PLAN 2X CONT. WOOD LEDGER <, AT BALCONY, ATTACH PER 24, 2017 STRUCTURAL PLAN ALL FASTENER PENETRATIONS TO BE N SEALED AND CAPPED ?O L.n CONTINUOUS METAL PAN ��- FLASHING OVER SUBSTRATE AT THRESHOLD. APPLY DURADECK WATERPROOFING R 967 0 MEMBRANE SYSTEM PER MANUF. SPECIFICATIONS — DOOR PER PLAN Ovan G. Drummond, W METAL THRESHOLD FULLY SEALED TO AIA FLASHING PAN PER MANUF. RECOMMENDATIONS Lee, CONTINUOUS METAL PAN FLASHING ALONG OPENING W/ NO SEAMS OR SPLICES - 3" LAP MIN. TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. April 24, 2017 R 967 0 5 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Sang-Yub Lee, PE 72328 ® 0 00 ® 00 0 M � w a ¢i w U w o � N ® 13 a O a w Z _ x 0 a� W N i cn CD N ,�T p of- U OJ� 1 1 f IRI i i ® ® ry ? V o �w�,•T 1 CL i I I w CD; oC;, (D rn t LU o i �_. LLJ, UI i i i ,Z O U LJJM =z o jf---� Uj LUj CC) V .,.. RIAL NUMBEP 1014.0