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Home My WebLink AboutREVISION 10-20-16EL. 10'-0" T.O.B. r----------- ------------------- — r-------- I I I �I EL. 12'-0' 2ND T.O.B. - -----+r II to, II II // II l �! ---------- 1 I II II II I I I I I I 1 LLJ �- - __ N _ _ _______ _____JI -- _ - ----- - ------- II O"------ -- - ----------- S I - --- ------it------ � L_ _J II II II II ® 0 II = II II II II II II II II I I II II I I II - II dl I I II II II II I I lilt Ili � � 221_2' 16 - 1014 I'I I I I I I I I I I I =1 Imo. I I I L_____ II _ - � � O ID' g�_4�� m , - 6 �_O�� 22'_4" — J Lu w ------J L_N __I L______- II � II II II II 3,-2^ II II I I II � II 0 Q C6 i I I I r -_ ---- -- ---- { I II r Ilf -----------lll � II Lu III J III III J II tlLL I I I I I I I I I I I i EL. IT-8' T.O.B. I GRIGKET � �-r--- �- GRIGKET I I II II II II II II II II II II II II II __ _____ I II II II I ------------- EL. 10'-8" T.O.B. EL. 10'-8" T.O.B. EL. 10'-0" T:0,5. EL. 10'-8" T.O.B. ROOF PLAN SCALE I/8"=1'-O" 0 ROOF VENTILATION CALCULATION PER FBC R 806 R UIRED vENTILAT 4451 = 29 S.F. 150 SOFFIT vENTIL N FROVIDED: .105 S.F./L.F. x 3 L.F. -4 02 S.F. GENERAL TE: 3" co UOUS SOFFIT vE I=R DES .105 S.F. OF vENTIL ON F' LINEAR FOOT Z&TTI O VENT CA IILC S . w v u q 39.5 /-42,6 35.5 /-42.6 39.5— % EL. 20'-10" B2 — BLDCx. �ICzT. l CRICKET GRIGKET _�. - - _. _ - - --- ----- - — — /-- — _ _ _ EL. 17'-8" T.O. ENTRY BOND 71LB ROOF O O BEAM 12 4O i i I � i I � � O I B9 �4B 1 _- — 4 — — BOND BEAM 1'-4" / OO ® � B8 2" 2" Q — OO �� T O v m I EL. 0'-0" FIN. 37.9 /-41.3 3T.9 /-41.3 — — — — — — 329 /-4L3 O D3 B1 32.0 /-35.6 33.9 /-43.0 FIN. CxRADE 3S.3 /-42.rro Q 39.3 /-42.6 _ HIDDEN FRONT ELEVATION SCALE: 1/4" =1' -0" 2 SCANNI Sy 40 �`4 Q cMie B9 4 EL. 12'-O" T.O. COVERED LANAI Li — BOND BEAM EL. T.O. Y BOND BEAM 01 B6 2" 2° O B HI N 141DDENLl — — — — — — — — A�, H -49.4 31.3 /-4O.T 3T.3 /-4O.T EL 0'-01' FIN. FLR. SLAB �D6 EL O' 8" 37B FIN Gi� 37.6 /-41.0 W i9 y +� R P J a i✓ M !t' l REAR ELEVATION SCALE: 1/4'=I -O" s ,. /Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup..com AA #: 03325 00 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 70$-2468 FAX 2 0 c cJ � U � Q q o O � a w a RIVERBEND LOT #39 170 MPH EXPOSURE "C" PROJECT# 0303. 039 MODEL: STAMFORD 600 EL E V. B GARAGE SWING: RIGHT PAGE: ELEV "B" FRONT & REAR HITECT 'STATE `OF FLORIDA r Dcr�O JA S .ANTWELL 12079 DACPE SC j'E: SHEET NO: A R C H I T E C T 5 2X4:® 2X4:EE� SECURE TO BLOCK W/ 3/j6" 2X4:® SECURE TO BLOCK W/Y4" TAPCONS OR DRIVE PIN SECURE TO BLOCK W/ 3/6" TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 TAPCONS OR DRIVE PIN 45 MIN. HEAD SIZE .300 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .1 0 MIN. EMBEDMENT I YE MIN. EMBEDMENT Y4") NOTE: STRUCTURAL 2X MIN- TH NMS EMBEDMENT I YE) NOTE: STRUCTURAL 2X MIN. HEAD SIZE .300 8" MIN. HEAD SIZE .300 GMU WITHIN 8" OF EACH END NOTE: TRUCTURAL 2X WI ND 4 Yz" DRYWALL IS" CO. MAX SPACING. WITHIN 8" OF EACH END � MUST BE ON OUTSIDE 4 MUST ON OUTSIDE & MUST BE ON OUTSIDE 4 18" O.C. MAX SPACING. SECURED THROUGH -1"X4" OR 1"X2" P.T. NAILER 2x6:® 8" O.C. MAX SPACING. 3 SECURE TO BLOCK W/1-1/4" SON-5 p THROUGH 2X6� NON-STRUCTURAL RUCTURAL �6 2xo:® T�PCONRMINu BLOCK. L �6 x4 P.T. OR 5/a"X4" MIN, SECURE TO BLOCK W/2-3/6" NON-5- UCTURAL 36" ❑ SECURE THRU FRAME 4 TAPGONS OR DRIVE PIN TAPC MIN. 1-Y4" SECURE TO BLOCK W/2-3/6" TAPCONS OR DRIVE PIN EMBEDMENT INTO (MIN. SHANK SIZE -145 TAPGONS OR DRIVE PIN TAPGON MIN. -Ya EXTEND-Ya" INTO BLOCK EMBE ENT INTO BLOCK. (MIN. SHANK SIZE .145 FINN. SHANK SIZE .145 WITHINMB DMENT I O Y411 4 DRYWALL MIN. HEAD 51ZE .500 ) EMBEDMENT�NT ll m�WALL WITHIN M8 EEDMEACHYEND & all CMU "X4" OR X2 P.T. NAILER N 5 OF DRYWALL W/ 6" TA OONS OR DRIVE MI WITHIN 8 D SIZE .300 SE RE MAXO BLPOGK W/2- /6 O.S.B. X 4 MIN. WITHIN 8" OF EACH ENE) 4 ❑ �1'x4 OR 1 x2 P.T. NAILER 5" MIN. EMBEOFMEACH/ENp # 2X8:® s �� 2X8®MAX SPAG/2-3 " ECU�EMAO BLOCK W/I-I/4" X4" OR I"X2" MIN. MIN. A O.S.B. X 4 IS' O.G. MAX SPACING TAPCONS OR DRIVE PIN SECURE TO BLOCKW /6 P.T. NAILER POOR CASING (MIN, SHANK SIZE .145 DOOR CASING T�4PCONS OR DRIVE PIN TAPCONS OR DRIVE PIN DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAP SIZE .300 (MIN. SHANK SIZE .145 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 )o DOOR JAMB OR WINDOW MIN. HEAD SIZE .300 ATTACH TO 2X PER MIN. HEAP SIZE .300 ATTACH TO 2X PER WITHIN 8" OF EACH END 4 MIN. EMBEDMENT I Ya") DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4") DOOR JAMB OR WINDOW MANUFACTURER'S DETAILS. 18" O.C. MAX SPACING. MANUFACTURER'S DETAILS. WITHIN 8" OF EACH END 4 ATTACH TO 2X PER WITHIN 8" OF EACH END ATTACH TO 2X PER IS" O.G. MAX SPACING. MANUFACTURER'S DETAILS. IS" O.G. MAX SPACING. MANUFACTURER'S DETAILS. NOTES: NOTES: • SHIM AS NEEDED TO PLUMB JAMB (DO 0 SHIM AS NEEDED TO LUMB JAMB (DO NOTES: NOTES: NOT EXCEED Y4") NOT EXCEED Y4") SHIM AS NEEDED TO PLUMB JAMB (DO SHIM AS NEEDED TO PLUMB JAMB (DO • ALL WOOD NEEDS TO BE P.T. WHEN IN • ALL WOOD NEEDS TO 5E P.T. WHEN IN NOT EXCEED Y4") NOT EXCEED Y4") CONTACT WITH CMU WALL OR GONG. SLAB CONTACT WITH CMU W LL OR GONC. SLAB ALL WOOD NEEDS TO BE P.T. WHEN IN • ALL WOOD NEEDS TO BE P.T. WHEN IN • CONTACT WITH CMU WALL OR CONIC. SLAB CONTACT WITH GMU WALL OR GONG SLAB / BL CK +1-15/1,6" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3-7/16" DOOR JAMB TO BLOCK +3 4 OR +5/4 DOOR JAMB TO LO +1-15 16 WINDOW TO BLOCK +3" G WINDOW TO BLOCK +3-7 16" y �SCALE�WINDOW3T� BLOCK +3/4 OR +5/4 SGA �NDO� T00" SCALE: 3/8"=1'-0" SCALE: 3/8"=1'-0" 2X4= 2Xr° ® 2X4;® SECURE TO BLOCK W/ 3/62X4:®" TO BLOCK W/Y4" SECURE TO BLOCK W/ 3/6u SECURE TO BLOCK W/ 3/16° SECURE TAPCONS OR DRIVE PIN SECURE OR DRIVE PIN TAPCONS OR DRIVE PIN T,4PCON8 OR DRIVE PIN (MIN. SHANK SIZE .145 TAFCONS (MIN. SHANK SIZE .145 (MIN. 5HAN< SIZE .145 MIN. HEAP SIZE .300 MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 NOTE: STRUCTURAL 2X WI O.C. MIN. EMBEDMENT 1 Ya") MIN. EMBEDMENT I Y4") $ WITHIN 8" OF EACH END 4 NOTE: STRUCTURAL 2X MIN. EMBEDMENT Y�'") MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4 WITHIN 8" OF EACH END 4 WITHIN S OF EACH END MAX SPACING, MUST BE ON OUTSIDE 4 WITHIN 8" OF EACH END 4 NOTE: STRUCTURAL 2X 18" O.G. MAX SPACING. 18" O.G. MAX SPACING. MUST E ON OUTSIDE 4 2X&zEm SECURED THROUC%H 18" O.G. MAX SPACING, MUST BE ON OUTSIDE 4 2X6:c= 2Xio:® 5ECUF ED THROUGH SECURE TO BLOCK W/2-3/l6" NON-STRUCTURAL kl6" 2x&:M�l SECURED THROUGH SECURE TO BLOCK W/2-3/6' SECURE TO BLOCK W/2-3 NON- RUCTURAL 3116" TAPCONS OR DRIVE PIN TAPCON MIN. 1-Y4' SECURE TO BLOCK W/1-1/4" NON-STRUCTURAL 3ff6" �6 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. TAPCONS OR DRIVE PIN TA PCON MIN.-Y4" T IN. SHAONS OR DRIVE PIN T IN. SHA OR DRIVE PIN TAPC N MIN. NT MIN. HEAD SIZE .300 (MIN. SHANK SIZg..145 EMBEDMENT INTO BLOCK. (MIN. SHANK SIZE .145 '' (MIN. SHANK SIZE .145 EMBE MENT INTO BLOCK. BEDMENT i MIN. HEAP SIZE .300 OF EACH WITHIN N. MBEDMENT I 8" OF EAGHYEND 4 8" GMU �> WITH NM8OFMEACHYENp 4 Y" DRYWALL WITHIN M8" MAX SPACINGD 4 XDRORALX2" P-T. NAILER WITHIN M8"EOFI.MEAACI END 4 CMU DRYWALL MIN. HEAD SIZE .300 MIN. HEAD SIZE .300 MI I8" O.G. MAX SPACING. %" DRYWALL 18 O.G. MAX SPACING. ❑ 2X8:® OR I"X2" P.T. NAILER 2X8:® 3 DOOR CASING "T. NAILER TAP®S OR DRIVE PIN�6 STRUCTURAL ND 2X MEMBER SEE TO g®MAO B �GK Wil-1/4" ❑4 °'XP4"X2" P.T. NAILER X4" MIN. SECURE TO BLOCK W/2-3/6" POOR CASING SECURE TO BLOCK W/t-/&(MIN. SHANK SIZE .145 W/(2)12d WITHIN 8" OF EACH 7,4PCON5 OR DRIVE PIN -DOOR CASING TAPCONS L DRIVE PINTF MIN. HEAD SIZE .300 (MIN. SHANK SIZE .145 TAPCONS OR DRIVE PIN END 4 ia" TO 8" O.G. MAX MIN BEDMENT I MIN. SHANK SIZE 145 ATTACH TO 2X PER MIN. EMBEDMENT ym') ATTACH TO 2X PER WITH NM8MAX SPACIN14 MIN. EMBEDMENT 1 /4 MIN. HEAD SIZE .300 DOOR JAMB OR WINC�OW DOOR JAMB OR WINDOW G DOORCH M 2X PER MIN.WITEMBEDMENT N 0" OF EACH SING MIN- �-41EAD 51ZE OE ) OF EACH ND 4 DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW MIN. EMBEDMENT Y4") MANUFACTURER'S DETAILS. WITHIN 8" OF EACH ENp 4 MANUFACTURER'S DETAILS. ND 4 ATTACH TO 2X PER WITHIN 8" OF EACH END 4 18" O.G. MAX SPACING. 18" O.G. MAX SPACING. MANUFACTURER'S DETAILS. 8 O.G. MAX SPACING. MANUFACTURER'S DETAILS. NOTES: NOTES: NOTES: OT• SHIM AS NEEDED TO PLUMB JAMB (DO • SHIM AS NEEDED TO PLUMB JAMB (DO • SHIM AS NEEDED TO P•SHIM AS NEEDED TO LUMB JAMB (DO PLUMB JAMB (DO NOT EXCEEDY4") NOT EXCEED Y4") NOT EXCEED Y411) a ALL WOOD NEEDS TO BE P.T. WHEN IN NOT EXCEED Y40) • ALL WOOED NEEDS TO BE P.T. WHEN IN 0ALL WOOD NEEDS TO BE P.T. WHEN IN CONTACT WITH CMU WALL OR CONC- SLAB. • ALL WOOD NEEDS TO BE P.T. WHEN IN CONTACT WITH CMU WALL OR GONG SLAB CONTACT WITH CMU W LL OR CONIC. SLAB CONTACT WITH CMU WALL OR CONC. SLAB DOOR JAMB TO BLOCK +1-1/2" D DOOR JAMB TO OCK +2 1/4" 1 DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" WINDOW TO BLOCK +1-1 2 WINDOW TO B CK +2 1 4 WINDOW TO BLOCK +3" �H WINDOW TO BLOCK +3 3/4" B SCALE- 3/8 =1 -0 SCALE: 3/8 -I -O' SCALE: 3/8" I'-0' U SCALE; 3/8'=1'-0. ZL �I/2" PLYWOOD SHT. BOARD TRUSS 3) 12D NAILS EA. END 2X4 BRACE AIR SEAL GASKET J BOX 4'-6' x 3'-m" BETWEEN WOOD CASING 4 GYP. BOARD, TYP. BRACE FOR I) LAYER OF GYP. BOARD WOOD CASING AT SIDE C IL 1�LA1 1'� � E 1�L I E R DETAIL ADHERED TO PLYWD. SHT. �' (COORDINATE THICKNESS NTS WITH ADJACENT CEILING) ATTIC ACCESS DETAIL L 'aNTa i� �t OF Design Group inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 2, 0 x u o a 0 0 �i w w a � FFTm N m c: RIVERBEND ]LOT #39 170 MPH EXPOSURE "C" PROJECT.# 03303.039 MODEL: STAMFORD 6510 ELEV. B GARAGE T��pp SWING: R1"..I -lr=, PAGE: DOOR WTNDO ATTACHMENT D ETAIL ARCHITECT: STATE OF FLORIDA E 08/15/15 AS NOTED ROOF SHEATHING ( SEE STRUCT. DWGS. FOR PLYWOOD SHEATHING, NAIL SPACING AND TYPE). EMBED. STRAP (SEE STRUCT FOR TYPE, SIZE, * OF NAILS 4 DETAILS). BAFFLES BETWEEN EACH TRUSS WILL BE INSTALLED AT TIME OF INSULATION BY THE INSULATION CONTRACTOR. PRE-ENG WC). TRUSS 24" O.C. MAX. 3� METAL BIRDSTOP TO Z COMPLETELY SEAL EAvE "AT BARREL TILE ONLY" GALV. METAL DRIP EDGE Ix2 P.T. - 2x8 PRE -PRIMED SPRUC SEE _ FASCIA (SEE STRUCT. FOR SIZE, ELEV. MATERIAL AND ATTACHMENT) STUCCO SOFFIT ON LEVEL TRUSS RETURN. NOT LESS THAN 1/2" TOTAL I THICKNESS OVER FELT MTL. LATH. LAPPED NOT LESS THAN 1" 4 FAST W/ 3/8" HEAD GALV. NAILS (2 PER TRUSS MIN.) PROVIDE CONT. 3" WIDE I SCREENED VENTS W/ WIRE MESH CORROSION RESISTANT I/8" MAX OPNG. THROUGHOUT ALL ELEVATIONS. AS PER FBC R80ro. (SEE ROOF PLAN FOR VENTILATION REQ. 4 GALC5.) FORMED AND POURED CONCRETE SILL (SEE STRUCT. CD DWGS. FOR REINF.) lu Iz 2 COATS, z" THICK STUCCO -4 - - FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER Q CEI"IEN717IOUS TILE OVER *90 FELT TD CONFORM W/ ASTM D 22(o, TYPE *1 OR 457M D 4009, TYPE 01 STANDARDS 1 P F - O 9 R-20 SPRAY FOAM INSULATION R-VALUE TO MEET MIN, CODE REQUIREMENT AS SET FORTH IN FBC 2014. REMOVE EXISTING R-35 BLOWN -IN INSULATION IG T IGHT RIGID DRYWALL. Alk ST. FLR. BRG. HGT SEE ELEVATIONS BOND BEAM (SEE \ STRUCT. DWGS FOR SIZE — AND REINFJ __ 8'-0" WDW HD. HG . PRECAST LINTEL (SEE STRUCT. DWGS. FOR SIZE AND REINFJ FALSE BOTTOM TRUSS WHERE APPICABLE I IX2 P.T. FIRE -STOP AT I AT 8'-ID" A,F.F. 14 R-4.1 FOIL INSULATION I WINDOW ATTACHMENT AS PER MANUFACTURER'S SPECIFICATIONS 8" CMU (SEE STRUCT DWGS. FOR VERT. AND HORIZ, REINF.) Ix2 P.T. FURRING STRIPS a 24" O.C, GYP. WL. BD. WOOD BASE lx2 P.T. FURRING 57RIPS� J 0'-0" FIN, FLR. L ATTACHED PER MANUF. RECOMMEND. A d a FINISH GRADE d b MONOLITHIC GONG. FOOTING (SEE STRUCT. PLANS FOR SIZE AND REINF.) d BELOW SLAB VAPOR BARRIER SEE ELEv. � w za — STORY 71, SCALE.= 3/4" = I' -C �� CEMENTITiOUS TILE OVER *g0 FELT TO ROOF SHEATHING (SEE STRUCT. CONFORM W/ ASTM D 22(o, TYPE *I OR DWGS, FOR PLYWOOD SHEATHING, / I \ 4 4 9 Y * 5T D NAILING SPACING AND TYPE). R-20 SPRAY FOAM INSULATION R-VALUE 2x4 INSULATION STOP BETWEEN TO MEET MIN. CODE REQUIREMENT A5 EACH TRUSS WITH I" MIN SPACE SET FORTH IN FBC 2014. BETWEEN INSULATION AND ROOF IX2 .T 1 -S P G G. SHEATHING REMOVE EXISTING R-30 EMBED. STRAP (SEE STRUCT FOR BLOW -IN NSU AT ON TYPE, SIZE, * OF NAILS 4 DETAILS). t LIGHT WEIGHT RIGID PRE-ENG WE). TRUSS 24" O.G. MAX. DRYWALL, FLR. BRG. HGT SEE ELEVATIONS METAL 5IRD5TOP TO COMPLETELY BOND BEAM (SEE STRUCT. SEAL EAVE "AT BARREL TILE ONLY" DWGS FOR SIZE AND REINFJ 56t ELEV.. STUCCO SOFFIT ON LEVEL TRUSS GALV- METAL DRIP EDGE RETURN. NOT LESS THAN 1/2" TOTAL Ix2 P.T. THICKNESS OVER FELT MTL. LATH. LAPPED NOT LESS THAN I" 4 FAST W/ 2x8 PRE -PRIMED SPRUCE 3/0" HEAD GALV. NAILS (2 PER TRUSS FASCIA (SEE STRUCT. FOR S 7, MIND PROVIDE GONT. 3" WIDE MATERIAL AND ATTACHMENT) SCREENED VENTS W/ WIRE MESH - CORROSION RESISTANT Va" MAX OPNG, THROUGHOUT ALL ELEVATIONS. AS PER FBC R80S. (SEE ROOF PLAN FOR VENTILATION REQ. 4 CALCS.) A CANTILEVER TRUSS SECTION SCALE- 3/4"=1'-0" SEE WINDOW SCHEDULE FOR WINDOW TYPE SOLID SURFACING —� MATERIAL SET IN FULL BED OF CONSTRUCTION ADHESIVE SEALANT a PERIMETER (TYP.) 1/2 IN. GYPSUM WALLBOARD ALUMINUM FRAME SECURE FRAME TO SILL WITH SILICONE I I. P.T. WOOD BLOCKING I FORMED AND POURED CONCRETE SILL (SEE STRUCT. DUGS. FOR REINFJ aCONCRETE COVE -- RED 8° a FOAM WHEN OCCURS FORMED AND POURED CONCRETE SILL (SEE' STRUCT. DWGS. FOR T� DETAIL.) Ix2 P.T. FURRING v STRIPS � 16" O.G. 8" CMU (SEE STRUCT S. H, WINDOW SILL DWGS. FOR REINFJ c AT EXTERIOR WALL N S DETAIL UUHEN CANTILEVER TRU55 S 5ED. ROOF SHEATHING (SEE STRUCT. DWGS. FOR PLYWOOD SHEATHING, NAILING SPACING AND TYPE). BAFFLES BETWEEN EACH TRUSS WILL BE INSTALLED AT TIME OF INSULATION BY THE INSULATION CONTRACTOR. EMBED. STRAP (SEE STRUCT FOR TYPE, SIZE, " OF NAILS 4 DETAILS). PRE-ENG WD. TRUSS 24" O.C. MAX. METAL BIRDSTOP TO COMPLETELY SEAL EAVE "AT BARREL TILE ONLY" GALV. METAL DRIP EDGE Ix2 P,T. 2x8 PRE -PRIMED SPRUCE FASCIA (SEE STRUCT. FOR SIZE, MATERIAL AND ATTACHMENT) -STUCCO SOFFIT ON LEVEL TRUSS RETURN. NOT LESS THAN 1/2" TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LESS THAN 1" 4 FAST W/ 3/8" HEAD GALV. NAILS (2 PER TRUSS MIN;) PROVIDE CONT. 3" WIDE SCREENED VENTS W/ WIRE MESH CORROSION RESISTANT 1/8" MAX OPNG. THROUGHOUT ALL ELEVATIONS. A5 PER FBC R800. (SEE ROOF PLAN FOR VENTILATION REO. 4 GALCSJ -2 GOATS, z" THICK STUCCO FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND.. -FINISH GRADE NOTE: PROVIDE TERMITE TREATMENT BELOW SLAB AL]L, SECTION X� Q 11 SECTION METAL STUDS 1/2" DRYWALL 3" DIA. PIPE BASE SCARE DRYER VENT BOX FINISH FLOOR CONC. SLAB ROOF SHEATHING ( SEE STRUCT. DWGS. FOR PLYWOOD SHEATHING, NAIL SPACING AND TYPE). Ix2 P,T. 2x8 PRE -PRIMED SPRUCE 1 FASCIA (SEE STRUCT. FOR SIZE; SEE I MATERIAL AND ATTACHMENT) I LEV. STUCCO SOFFIT NOT LESS THAN 1/2" TOTAL THICKNESS OVER FELT MTL LATH. LAPPED NOT LESS THAN 1" 4 FAST W/ 3/8" HEAD GALV. NAILS (2 PER TRUSS MIN,) a PROVIDE CONT. 3" WIDE SCREENED VENTS W/ WIRE MESH CORROSION RESISTANT 1/8" MAX OPNG. THROUGHOUT ALL ELEVATIONS. 45 PER FBC R806. (SEE ROOF PLAN FOR VENTILATION REQ. 4 CALC5.) BOND BEAM (SEE STRUCT, DWGS FOR SIZE AND REINF.) I 2x4 P.T. NAILER PRECAST LINTEL (SEE STRUCT. DWGS. FOR SIZE AND REINF.) a, 2 COATS, 3" THIGK STUCCO \. FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF, RECOMMEND - IS) 8" CMU (SEE STRUCT FOR VERT. AND HORIZ. REINF-) - FINISH GRADE ELEVATION DRYER VENT BOX TYPICAL DETAIL CEMENTITiOUS TILE OVER *90 FELT TO — GONFORM W/ ASTM D 226, TYPE *1 OR AS M 4 9 YP *1 5T D RD R-20 SPRAY FOAM INSULATION R-VALUE TO MEET MIN. CODE REQUIREMENT AS SET FORTH IN FBG 2014. OUTRIGGERS TO BE TWICE THE DISTANCE OF OVERHANG (SEE STRUCT. DWGS. FOR SIZE 4 ATTACHMENT) —Pw D. TRUSS 24" O.C. M . BRG. HGTEVATIONSE EXISTINGLOWN-IN -- TIONOL DW HD. HGT.Ir FAM TRUSS WHEREAP1/2LIGHT WEIGHT RIGID DRYWALL. IX2 P.T. FIRE -STOP AT CLG. 4 AT 8'-O" A.F,F. R-4.1 FOIL INSULATION WINDOW ATTACHMENT AS PER MANUFACTURER'S SPECIFICATIONS FORMED AND POURED CONCRETE SILL (SEE STRUCT. DWGS. FOR REINFJ -Ix2 P.T. FURRING STRIPS a 24" D.G. 1/2" GYP, WL BD. WOOD BASE Ix2 P.T. FURRING STRIPS 0'-0" FIN. FLR. L BELOW SLAB VAPOR BARRIER ROOF SHEATHING, (SEE STRUCT. DWG5, FOR PLYWOOD SHEATHING, NAILING SPACING AND TYPE). Ix2 P.T. 2x8 PRE -PRIMED SPRUCE SEE F,45GIA (SEE STRUCT. FOR SIZE, ELEv. MATERIAL AND ATTACHMENT) STUCCO SOFFIT NOT LESS THAN 1/2" TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LESS THAN 1" 4 FAST W/ 3/8" HEAD GALV. NAILS (2 PER TRU55 MIN.) PROVIDE CONT. 3" WIDE SCREENED VENTS W/ WIRE MESH CORROSION RESISTANT I/8" MAX OPNG. THROUGHOUT ALL ELEVATIONS. AS PER FBC RSOG . SEE ROOF PLAN FOR 91 VENTILATION REO. 4 CALCS.) 2x4 P.T. NAILER 2 COATS, �` THICK STUCCO FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. 8" CMU (SEE STRUCT .DWGS. FOR VERT. AND HORIZ. REINF.) wa Lu ry`" zQ FINISH GRADE 0 n ° ° NOTE: PROVIDE TERMITE TREATMENT BELOW SLAB w., I —STORY BLOCK WALL SECTION SCALE: 3/4" = I'-0" GONT. METAL TRACKS, TOP 4 BOTTOM BRG. HGT. ` SEE FLOOR PLAN 1/2" CLG. BOARD 1/2" DRYWALL METAL STUDS 24" O.G. W/ FULL LENGTH LAYER OF 1/2" TYPE GYPSUM WALLBOARD ATTACHED TO EACH SIDE a 12" O.C, NOTE: 1/2" DEN5HIELD AT ALL TUBS AND SHOWERS GONG. SLAB 0'-0" FIN. FLR. -FAB TRUSS TYP. INT. WALL METAL STUDS SCALE: 3/4"=1'-P° A R c N I Design Group Inc L441 N. RONALD REAGAN BLV[ LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTINU MY: A.B. DESIGN GROUP DRAFTMIG INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 708-2468 FAX h u � Q q O ct q 0 mml; v h m N cc rn RIVER END LOT #39 170 MPH EXPOSURE "C PROJECT# 03303.039 MODEL: STAMFORD 6510 ELEV. B GARAGE SWING: RIGHT PAGE: MONO]LITHI( WALL SECTIONS (X, MISA DETAILS ARCHITECT _STATE OF FLORIDA "IF y y 1 J' t fSCD 08/15/1E SCALE: 1 1/2 1'-SA/"