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Home My WebLink AboutREVISION 11-18-16 DrawingsEL. 10'-8" T.O:B. EL, 21'-8" T-0.5. N EL. 10'-8" T.O.B. 1�1 A R C N I T E C T S — ti% I , I EL. 21' 8" T.O.B. EL. 21' I I I I 21'-8° CLG. I I I I I ti, HGT/BThI I I I OF TRUSS I ` I RIDE U.N.O II II > R1DGE II S) I I HGT/BTM i I <l/ OF TRUSS U.N.O II II HGT/1B7M �< I OF TRUSS �, n U.N.O _ _ _- �u ill � II II II IIrL II II --7— -- II TN I II EL, 10'-8" T.O.B. EL. ROOF VENTILATION CALCULATION PER FBC 1203.2 REQUIRED VENTILATION: 1 i 4 S.F. e 5.1(o S.F. 150 SOFFIT NTILATION P VIDED: .105 S.FJL.F. x 9 L.F. = 9.3 S.F. GENERAL NOT : 3" CONTINUOUS F IT VENT PROVIDES .105 S OF VENTILATION i-ER LINEAR FO T ROOF VENTILATION CALCULATION PER FBC 1203.2 REQUIRED VENTILATION - lie S.F. = 0.71� &.F. 150 SOFFIT NTILATION P VIDED: .105 S.F./L.F. x L.F. = 2.7 S.F. GENERAL NOT 3" CONTINUOUS F IT VENT PROVIDES .105 S OF VENTILATION PER LINEAR FO T ROOF VENTILATION CALCULATION PER FBC 1203.2 REQUIRED VENTILATION: 0.40, S.F. 150 SOFFI VENTILATION PRO DED: .105 S.F./L.F. x 25 L.F. = 2.G 3 GENERAL N TE: 3" CONTINUO SOFFIT ENT PROVIDES .10 S.F. VENTILATION PER LINEAR FO T 0'-8" (--LC-;. HGT/ BTM OF TRUSS- U.N.O ROOF PLAN SCALE: 1/a" =1' -0" ua 0 ,,,-,-OF VENTILATION CALCULATION 7 PER FBC 1203.2 REQUIRED VENTILATION: 2171 S.F. = 14.4a S.F. 150 SOFFIT NTILATION P. VIDED: .105 S.F./L.F. x 14 L.F. = 22. S.F. GENERAL NOT : 3" CONTINUOUS F IT VENT PROVIDES .'05 S OF VENTILATION PER LINEAR FO T II -° I� ULI EL. 21'-8" T.O.BIHI ./ CLG. HGT. D1 5D I � I 4 a //-54.1 D5 12 EL. 12'-4" TOP OF TRUSS I I EL. 12'-0" TOP OF— EN7R1' BOND BEAM EL. 10'-8" TOfi OF — BOND BEAM �E� 1 EL. 0'-0" FIN. — — — FLR. SLAB — — D1 D50 UJUJUJ FIN�GRADE 34.3 /-43.9 37.8 /-48./o DD 3-1 .8 /-p8ro FRONT ELE EL. 21'-8" TO.B./ CLG. NGT. EL.20'-4" WINDOW HGT, TRIM HORIZONTAL LAP SIDING (STUCCO) EL. 12'-4" TOP OF TRUSS EL. 10'-a" TOP OF BOND BEAM EL. 010" FIN, FLi�. SLAB SCALE: 1/4" = l'-0" METAL ROOF 12 t4 I D1 5D D48 39.9 /-52.5 VATION REAf�lv ELEVATION IANN�imlillrfA m 11111111011m D2 34.3 /-43.,� 40.(/-44.3 441DDEN) PRECAST LJIT+-4 STUCCO FINISH 12 14 PRECAST D5 WITH STUCCO FINISH TRIM 1-IORIZONTAL LAP SIDING — (STUCCO) "H SE LAN"' i W ALL PRUPOSED Vd'ORIr ",PC- SUBJECT TO AlklY CORRECTIONS hi,QUIRMP 2, FIELD INSPECTORS THAT g? ` I�BEV if] ORDER TO c T Li (' L'�Tti T1T\ _ T1IVI I VIF��'I,D� , REV 1I Vl ED DAT 'i ,. 0 I'I.ANS Al! P IT l►iUST HE KEPT ON JOB QF NO INSPECTION WILL BE AtkOE, FOAM W/ STUCCO FINISH Design Gro u p Inc. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTIN]OFFICE A.B. DESIG DRAMNI 1191 EAST N CENTER DRIVE DEERFIELD BEA (954)482-09954 708-2 S'UBDIV. & LOT: RIVE' RBEND LOT #23 SCHEME #15 170 MPH EXPOSURE C PROJECT# 03303.023 MODEL: FAIRFIELD 99 PLAN 2 99 6 51 ELEV. 0 GARAGE SWING: LEFT PAGE: ELEVATION 99 � 99 FRONT AND REAR ARCHITECT: STATE OF FLORIDA `? 00/1 JA S ANTS ELL R , O f 079 ' PLAN 03/15/16 DATE: SCALE: AS NOTED SHEET NO: A3D A R C H IT E C T S 2" DRYUJALL 8" CMU I"X4" OR I"X2" P.T. NAILERR Ix OR 2x P.T. WD. BUCK SEE STRUCTURAL DWG5 DOOR CASING DOOR JAM18 OR WINDOW ATTACH TO 2X I=EfR MANUFACTURER'S DETAILS NOTES: • -SHIM 45 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y41') • ALL WOOD NEEDS TO BE P.T. WHEN IN CONTACT WITH CMU WALL OR CONC. 5LA8 DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +3 4 OR +5 4 BRACE FOR N75 a" CMU ''/z" DRYWALL 111X4" OR 1"X2" P.T. NAILER ,—DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTUIRER'5 DETAILS. Ix OR 2x P.T. WD. BUCK SEE 5TRUCTURAL DWG& NOTES: • &HIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") • ALL WOOD NEEDS TO BE P.T. WHEN IN CONTACT WITH CMU WALL OR CONC. SLAB DOOR JAMB TO BLOCK +1-1/2" WINDOW TO BLOCK +1-1 2" 5CALE: 3/5" a 1' -O" TRU55 (3) 12D NAILS EA. E' >F> 2X4 BRACE J BOX DETAIL FROR TYSPE ANDISIZE) 12 X 2 " WD. SCRE W5 WALL SPACER 2x4 5TUD5 O.C. 2x8 BLKG. BY BUILDER DRYWALL WALLMOUNT RAIL AIR SEAL GASKET BETWEEN WOOD C GYF. BOARD, TYR (1) LAYER OF GYP. BOARD 1.. m-- — TO FLYWD. 5HT. (COOfRDINATE THICKNES5 WITH ADJACENT CEILING) NOTE: STRUCTURAL 2X MU57 BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL TAPCON MIN, 1-Y4" EMBEDMENT INTO BLOCK. ❑ allCMU-"—Y2"%" DRYWALL 1"X4" OR 1"X2" P.T. NAILER / DOOR CASING Ix OR 2x P.T. 6DOOfR JAMB OR WINDOW WD. BUCK _ATTACH TO 2X PER SEE STRUCTURAL/MANUFACTURER'S DETAILS DWGS NOTES: • SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") • ALL WOOD NEEDS TO BE P.T. WHEN IN CONTACT WITH CMU WALL OR CONC. &LAB DOOR JAMB TO BLOCK +1-15/16" WINDOW TO BLOCK +1-15 16" ''" ®LYWOOD w ��J CASING AT SIDE ATTIC ACCESS DETAIL NT5 NOTE: • STAIRS RISERS TO CONFORM TO FBC 2014 3/1(o" MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/8" MAX. VARIATION IN 4NY RISER/TREAD H4NDR'41L CIRCULAR CROSS SECTION DIA. TO BE 1 3/4" +-1/4" OR PROVIDE EQUIVALENT GR4_5PA5ILITY WINDERS- MIN. (o" WIDE 'a) NARROW END MIN, 11" WIDTH '� 12" FROM NARROW END 34"H. MIN. TO 3,5"H. MAX. HANDRAIL IHGT, 5TUD5 0 SEE 5TAIR M4NUF.AC7UREIR'S 5H0F DRAWINGS FOR MORE INFO AND EXACT :>" OG DETAILING • THIS RAILING SYSTEM 15 DESIGN TO RESIST A LOAD OF 50 FLF FOR A CONCENTRATED LOAD OF 200 POUNDS AFPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION 3 BLIGG �' 3 PRODUCES THE MAXIMUM 5Tf�ESSES, FBC 5TH ED. (2014) 1ro0`13] 8 10&7,0.1.1, NAILS EA'. END 0 FIRESTOFPING SHALL BE IN5TALLED IN CONCEALED SP4CE5 BETWEEN 5TAIR STRINGERS AT LEAST ONCE IN THE MIDDLE OF EACH RUN, AT THE TOP AND BOTTOM AND BETWEEN STUD5 ALONG AND IN LINE WITH ADJACENT RUN OF STAIRS OF THE RUN PER FBC 2014, SECTION R302-113. M,4TERIAL FOR FIRE BLOCKING SHALL CONFORM TO FBC 2014 SECTION R302-11 BLOCKING DETAIL 2 1/2" X 13/8" BALUSTER PRODUCTION RAILING SYSTEM ATTACHED USING (3) #10 X 3 1/2" SCREW5 42" HIGH RAILING SYSTEM TO COMPLY WITH THE FLORIDA BUILDING CODE RAIL 13/8" x E, 1/4" RESIDENTIAL = 2014 - IN ACCORDANCE WITH SECTION - R312 RAIL MAX RADIUa AT NOSING `E 1A DETAIL B— I TREAD NOSING BALUSTERS SPACED TO REJECT A 4" SPHERE 1 1/4" X 1 1/4" BALUSTER ATTACHED TO FASCIA AND RAILING U51NG A TITEBOND WOOD GLUE OR EQUIV. 4ND NAILED W/(2) - 2" 1G 5 NAILS TOP AND BOTTOM, 1 1/1&" X 9" FASCIA 477ACHED USING #10 X 1 3/4" 5CREW5 � STAIR DETAILS SCALE: 1/2"= I'-O" CKET �SCIA :IM :EAD AIR ('RINGER �YWALL 3/4" Sue f=L00� PRE - ENG. FLR. TRUSS FIDE R DASTOP' STOI L V,4 7 0N PRE-ENG, FLR, TRUSS 2X4 NAILER FOF DRAFT 5TOP S/a" TYFE "X' DRRYWALL DRAFT 5TOP TEAR VEW 2X4 NAILER FOR DRAFT STOW PRE-ENG, FLR. TRUSS E/a" TYPE "X' --,-1 DRYWALL DRAFT STOP DRAFT STOP DETAIL NT5 (WHERE APPLICABLE) ELA&TOMERIC CAULKING (3) -STUDS (1ST FRE&SURE TREATED) roll LONG TAPCON 4NCHIOR5 W/ 1 1/12" EMBEDMENT - SEE 5TRUCTURAL PLANS SEALANT SEFARATION AT SHEATHING AND CONCRETE JUNCTURE W/ CAULKING BEAD PLYWOOD SHEATHING METAL LATH TYPICAL - STUCCO WOOD NOTE: i/&" 3 COAT STUCCO OVER RAPER BACK GALV. MTL. LATH OVER TYVEK TYVEK (STUCCO WRAF) ALL PERIMETER AND OVERLAPS MUST BE TAPED RAIN 5U5TER 440 SELF-ADIHERED TAFE OVER ELA570MERIC CAULKING MEMBRANE FLASHING TO LAP OVER ADJ. BLOCK MIN 8' METAL LATH TO LAP OVER ADJ. BLOCK MIN fro" FLASHING AT WOOD TO BLOCK WALL INTERSECTION ON NTe All'i ll/ 1 I /11 A f-' -C All nASTAIR SECTION SCALE: 1/2"= I'-O" Gro�siugn p ��c. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 708-2468 FAX 004 0 � U � Q q 0 a1 d �i O r a N c 1_0 �c N co Z SUBDIV. & LOT: RIVERBEND LOT #23 SCHEME #15 170 MPH EXPOSURE C PROJECT# 03303023 MODEL: FAIRFIELD 99 PLAN 2" 6511 ELEV. D GARAGE SWING: LEFT PAGE: DOOR AND WINDOW ATTACHMENTS DETAILS ARCHITECT: STATE OF FLORIDA 00j. `JAM _ �N"TWELL Q,"=9 No PLAN 03/15/16 DATE: SCALE: AS NOTED SHEET NO: D I NON-STRUCTURAL METAL ROOFING NON-5TRUGTU AL METAL ROOFING 1 ROOF SHEATHING ( SEE OVER 1*30 FELT TO CONFORM W/ OVER 1*30 FELT TO CONFORM W/ STRUCT. DWG&_ FOR PLYWOOD 46TM D 22&, TYPE #2 AST D 2�, TYP #2 ROOF SHEATHING (SEE SHEATHING, NAIL SPACING AND ROOF SHEATHING ( SEE R-20 SPRAT' FOAM INSULATION STRUCT. DWG;S, FOR PLYWOOD TYPE) 1X2 P.T. FIRE -STOP � CLG. STRUCT. DWG5. FOR PLYWOOD R-VALUE TO MEET MIN. CODE SHEATHING, NAILING SPACING EMBED. STRAP (SEE STRUCT R-2, SPRAY FOAM SHEATHING, NAIL SPACING; AND REQUIREMENT AS SET FORTH IN FBC AND TYPE). FOR TYPE, SIZE, # OF NAILS 4 INSULATION R-VALUE TO ROOF SHEATHING (SEE STRUCT. TYPE), 201-4 DETAILS), MEET MIN, CODE DWG5. FOR PLYWOOD SHEATHING, lx2 P.T. REQUIREMENT 45 SET NAILING SPACING AND T'�'PE). DISTANCE OF OVERHANG (SEE FORTH IN FBC 2014. ° STRUGT. DWGS_ FOR SIZE �- lx2 P.T. REMOVE EXISTING 2x8 PRE -PRIMED SPRUCE ATTACHMENT) 2x8 PRE -PRIMED SPRUCE fR-30 BLOWN -IN FA5GIA (SEE STRUCT. FOR SIZE, SEE SEE FASCIA (SEE STRUCT. FOR SIZE, INSULATI N MATERIAL AND ATTACHMENT) ELEV. PRE-ENG WD. TRUSS 24" D.C. ELEV. MATERIAL AND ATTACHMENT) PRE WD. TRUSS 24" O.C. MAX. 1/ "HIGH STRENGTH „ RIGID DRYWALL EMBED. STRAP (SEE STRUCT FOR # TYPE, SIZE, OF NAILS � DETAILS). STUCCO SOFFIT NOT LE65`THAN _ MAX. � 1ST. FLR. BRG. HC;t � STUCCO SOFFIT NOT LESS THAN 15T. FLR. BRGz. HGT PRE-ENG; WD. TRUSS 24" O.G. MAX. MTL. LATH. LAPPED NOT LESS tl . ° MTL. LATH. LAPPED NOT LESS SEE ELEVATIONS THAN 1" & FAST W/ 3/0" HEAD REMOVE EXI5TINGz R-30 THAN 1" 4 FAST W/ 3/8" HEAD GALV. METAL DRIP EDGE mill -—BOND BEAM (SEE STRUCT. GALV. NAILS (2 PER TRUSS MIN.) BLOWN -IN INSULATION - - GALV. NAILS (2 PER TRUSS MIN.) DOGS FOR SIZE AND - - PROVIDE CONT. 3" WIDE - PROVIDE CONT, 3" WIDE lx2 P.T. SCi�EENED VENTS W/ WIRE MESH 5'-0" WDW HD. HGT. SCREENED VENTS W/ WIRE MESH REINF.) _ CORROSION RESISTANT 1/S" MAX 2x8 PRE=PRIMED SPRUC� SEE 8'-O" WDW HD. HGT. OL CORROSION RESISTANT 1/S" MAX FASCIA (SEE STRUGT. FOR ELEV. SEE ELEV, GALV. METAL DRIP EDGE OPNG. THROUGHOUT ALL I OPNG. THROUGHOUT ALL ELEVATIONS. AS PER FBC R80(o. I I FALSE BOTTOM TRUSS WHERE ELEVATIONS. AS PER FBG R80(o. ATTACHMENT) I PRECAST LINTEL (SEE STRUCT. (SEE ROOF PLAN FOR I I APPICABLE DWGS. FOR SIZE AND REINFJ lx2 P.T. (SEE ROOF PLAN FOR STUCCO SOFFIT -S UNDERSIDE OF I I VENTILATION REQ. CALCSJ 1/2" LIGHT WEIGHT RIGID DRYWALL. VENTILATION REQ. 8 CALCSJ TRUSS TAILS (ELEVATIONS A, C 4 D) I I FALSE BOTTOM TRUSS WHERE 2x8 PRE -PRIMED SPRUCE BOND BEAM (SEE STRUCT. 1X2 P.T. FIRE -STOP AT NOT LESS THAN 1/2" TOTAL APPICABLE FASCIA (SEE STRUCT. FOR THICKNESS OVER FELT MTL. LATH. '� DWG5 FOR SIZE AND REINF.) I I GLG. e AT 8'-0" A.F.F. 2x4 PT N>�ILER LAPPED NOT LESS THAN 1" 4 FAST W/ I I 1X2 P.T. FIRS -STOP AT ATTACHMENT) I R-4.1 FOIL INSULATION AT 3/S" HEAD GALV. NAILS (2 PER 0,'-0" A.F.F. 2x4 PT NAILER �CCO SOFFIT ON LEVEL TRUSS I WINDOW ATTACHMENT AS PER R-4.1 FOIL INSULATION STU PRECAST LINTEL (SEE STRUCT. TRUSS MIN.) PROVIDE CONT. 3" WIDE I WINDOW ATTACHMENT AS RETURN (ELEVATION B) NOT LESS THAN MANUFACTURER'S SPECIFICATIONS 2 COATS, �` THICK STUCCO FINISH SCREENED VENTS W/ WIRE MESH I PER MANUFACTURER'S 1/2" TOTAL THICKNESS OVER FELT MTL. DWGS. FOR SIZE AND REINF.)APPLIED DIRECTLY CORROSION RESISTANT 1/8" MAX SPECIFICATIONS LATH. LAPPED NOT LESS THAN 1" 4 FORMED AND POURED CONCRETE ° SILL (SEE STRUGT. DWG5. FOR REINFJ TO MASONRY OR STONE VENEER OPNG, THROUGHOUT ALL 8" GMU (SEE STRUCT DWGS. FAST W/ 3/8" HEAD GALV. NAILS (2 PER 2 COATS," THICK 5TUGC0 m ATTACHED PER MANUF. RECOMMEND. ELEVATIONS. AS PER FBC R00(o, FOR VERT. AND HORIZ. REINFJ TRUSS MIN.) PROVIDE CONT. 3" WIDE FINISH APPLIED DIRECTLY lx2 P.T. FURRING STRIPS 24" O.G. (SEE ROOF PLAN FOR VENTILATION SCREENED VENTS W/ WIRE MESH TO MASONRY OR STONE VENEER 8" CMU (SEE STRUGT DWGS. lx2 P.T. FURRING CORROSION RESISTANT 1/0" MAX OPNG. ATTACHED PER MANUF. RECOMMEND. FOR VERT. AND HORIZ. REINFJ REQ. CALCSJ STRIPS � 24" O.C./2" GYP. WL. BD. � � FORMED AND POURED THROUGHOUT AlALL ELEVATIONS. AS PER WOOD BASE CONCRETE SILL (SEE STRUGT. 1/2" GYP. WL. BD. �u FBC ROO�. (SEE ROOF PLAN FOR 0 N U 8 CMU (SEE STRUCT pWGS. _ DWCS. FOR REINFJ �- WOOD BASE I' N z VENTILATION REQ. CALCSJ FOR VERT. AND HORIZ. REINFJ - �u lx2 P.T. FURRING STRIPS uu 2 GOATS," THICK STUCCO 4L1 - Ix2 P.T. FURRING STRIPS _ 2 GOATS, 2" THICK STUCCO FINISH L= O a 0'-0" FIN. FLR. o FINISH APPLIED DIRECTLY f 0'-0" FIN. FLR. O APPLIED DIRECTLY \ TO MASONRY OR STONE VENEER p TO MASONRY OR STONE VENEER ° ATTACHED PER MANUF. RECOMMEND. ATTACHED PER MANUF. RECOMMEND. FINISH GRADE ° ° FINISH GRADE a ° ° a a a a -MONOLITHIC GONG. FOOTING o o ° ° ° ° ° FINISH GRADE FINISH GRADE ° ° (SEE STRUCT. PLANS FOR ° � ° °° ° BELOW SLAB ° ° NOTE: PROVIDE TERMITE a SIZE AND REINFJ ° ° TREATMENT BELOW SLAB NOTE: PROVIDE TERMITE VAPOR BARRIER TREATMENT BELOW SLAB 1-STORY BLOCK WALL SECTION I- STORY BLOCK WALL SECTION (NON -FIRE RATED) sCALE. 3/4°=1'-0" (NON -FIRE RATED) NON-STRUCTURAL METAL ROOFING Al ROOF SHEATHING; (SEE STRUCT. OVER #30 FELT TO CONFORM W/ DWG5. FOR PLYWOOD SHEATHING-;, ASTM D 22(o TYPE #2 NAILING SPACING AND TYPE). 2x4 INSULATION STOP BETWEEN R-20 SPRAY FOAM INSULATION EACH TRUSS WITH 1" MIN SPACE R-VALUE TO MEET MIN. CODE BETWEEN INSULATION AND ROOF REQUIREMENT AS SET FORTH IN SHEATHING F C 2 14. 1X2 .T FIR =S P ll�) C G. EMBED. STRAP (SEE STRUCT FOR M VE XI TIN R-30 TYPE, SIZE, # OF NAILS & DETAILS). BLOWN -IN INSULATION PRE-ENG WD. TRUSS 24" O.C. MAX. ® /2" LIGH WEIGH FRIGID DRYWALL. FOR, BRGrt HGT CONT. METAL TRACKS, .PRE-FA5 TRUSS SEE ELEVATIONS TOP 4 BOTTOM BOND BEAM (SEE STRUCT. SEE ELEV. DWGS FOR SIZE AND REINF.) 5TUCGO SOFFIT ON LEVEL TRUSS oGALV. METAL DRIP EDGE METAL STUDS BRG. HGT. rL RETURN. NOT LESS THAN 1/2" TOTAL I x 2 P.T. THICKNESS OVER FELT MTL. LATH. SEE FLOOR PLAN LAPPED NOT LESS THAN 1" & FAST W/ 2x8 PRE -PRIMED SPRUCE 3/8" HEAD GALV. NAILS (2 PER TRUSS FASCIA (SEE STRUCT. FOR SIZE, MIN.) PROVIDE CONT. 3 WIDE ^'ATERIAL AND ATTACHMENT) 1/2" Di�YWALL SCREENED VENTS W/ WIRE MESH CORROSION RESISTANT 1/a" MAX OPNG. 1/2" NIGH STRENGTH RIGID DRYWALL THROUGHOUT ALL ELEVATIONS. AS PER FBC RaO(o. (SEE ROOF PLAN FOR �-- VENT PIPE VENTILATION REQ. & CALC5.) IF------------------- -- CANTILEVER TRUSS SECTION BASE BOARD SCALE, 3/4" -1' - 0" I DRYER VENT X O BOX _ ALUMINUM FRAME f SEE WINDOW SECURE FRAME TO z METAL STUDS 24" O.C. W/ FULL SCHEDULE FOR SILL WITH SILICONE > FINISH FLOOR LENGTH LAYER OF 1/2" GYPSUM WALLBOARD \ WINDOW TYPE j —P.T. WOOD BUCK. SEE w \ ATTACHED TO EACH SIDE STRUCTURAL PLANS SOLID SURFACING p 12 " O.C. FO MED AND POURED CONC. SLAB MATERIAL SET IN FULL R I CONCRETE SILL (SEE BED OF CONSTRUCTION STRUCT. DWG5. FOR I ADHESIVE REINFJ j NOTE: 1/2" MILDEW RESISTANT DRYWALL OR DEN5HIELD OR EQUAL i �:" a AT ALL TU55 AND SHOWERS E SALANT PERIMETER (TYPJ ° ° Q a a Q CONC. SLAB 1/2 IN. GYPSUM /71 I - /T II WALLBOARD FIN_ FLR. ° ° a 10 SECTION ELEVATION lx2 P.T. FURRING STRIPS 1D I(o` O.0T YP . INT. A L METALSTUDS S CMU (SEE STRUGT S. H. WINDOW SILL DWG5, FOR REINF.) DRYER VENT BOX TYPICAL DETAIL NON- BRA-° SC�AL� 1 AT EXTERIOR WALL � 1/2"=1'-0" � &CALE.3/4"=l'_0'l A R C H I T E C T S Design Group inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 708-2468 FAX Soo 2, z o � 0 u Q q aQ� o w � o Lu p q � 0 NCO d• �O cC N N z SUBDIV. &c LOT: RIVERREND LOT #23 sCI�E�IE ��5 170 MPH EXPOSURE C PROJECT# 03303.023 MODEL: FAIRFTLD 99PLAN 2" 051t ELEV. D GARAGE SWING: LEFT PAGE: WALL SECTIONS & mIs c DETAILS CARCHITECT: STATE OF FLORIDA 3 CANTWELL NO 12079 PLA(* 03/15/16 DAFTE: SCALE: AS NOTED ' SHEET NO: D 2 Al NON-STRUCTURAL METAL ROOFING OVER #30 FELT TO CONFORM LIJ/ AS7M D 22(o, TT'F`E #2 ROOF 5HE,471LING (5EE 2X4 F.T. N41LEfR 57RUG7. DWG;5. FOR PLYWOOD' FI-20 SPRAT FOAM INSULATION 2 5HE47HING, NAIL 5f=AGING R-VALUE TO MEET t-11N. CODE ROOF 5HE4THING; (5Fzf-z AND TYPE). 2 &7fR�CT. DLJJGS. FOR A REOL11REMENT 45 SET FORTi4 IN F5C PLYWOOD SHEATHING, 2X4 P.T. NAILER 2014, NAIL 6f=,4GIN(S; AND N 0 L ROOFING 4A-1- INSULATION NON-5TRUC7URAL METAL R-2�!Z' SPRAY NON-STRUCTURAL METAL ROOFING; ROOF SHEATHING (SEE OUTRIGGERS (5EE TYPE). OVER 1*30 FELT TO GONFof;;�tl L�/ 4�57-1 R-VALUE TO MEET �11N. CODE OVI;R E030 FELT TO CONFORM W/ 4 5TM F-) eTRUG7. DWr_-;5. FOR PLYWOOD) 67RUC7. DWG5, FOR D) 220 TYPE 02 REQUIREMENT 45 SET FORTH 22ro� TYPE 02 1SHEATHING, NAIL SPACISPACINGAND ATTACHMENT) ELEV. VARIES IN F5G 2014. PER_D TYPE).), PER ELEV. SEE ELEV. ELEV. VARIES 5HEET5 FOR GABLE PER ELEV. SEE ELEV. HEIGHT ....... ... SHEETS FOR GABLE HE IGH7 Ix2 F.T. EMBED. STRAP (SEE Ix2 f=).7. 2xa F`RE-F=f;;V-1ED 5TRUGT FOR 7-T-FE, SIZE/ SPRUCE FASCIA (SEE 0 OF NAILS 4 DETAILS). PRE-ENG WD. TRUSS 2-4" O.G. 2xO PRE -PRIMED 5FI;RUGE 5TRUG7. FOR PRE - ENG WOOD MAX FASCIA (5EE 5TRUGT. FOR S E ELEV. SEEELEV. ATTACHMENT) TRUSS 24" O.C. MAX, ATTACHMENT) 2N::;) FLR, 5F�G. H ��LG T 2ND FLR, 5RG� HG7 44 T SEE ELEVATIONS SEE ELEV,4TION5 I STUCCO SOFFIT NOT LESS ONS� A2 71L,4N 1/2" TOTAL THIC<NEe,& REMOVE EXISTING R-30 BLOWN -IN INSULATION OVER FELT M7L. LATH. L STUCCO SOFFIT NOT LESS GALV. MF7AL GALV. METAL DRIP EDGE L,4f=f=ED NOT LESS THAN I FRE - ENG WOODDRIP THAN 1/2" TOTAL THIC<NE55 EDGE FAST W1 3/a` HEAD GALV. 7RU&e) 24" O.G.MAX OVER FELT MTL, LATH. Ix2 P.T. FALSE 50T70M TRUSS dJHERE______� Ix2 F.7. NAILS (2 F:EfP, eF MINI.) REMOVE EXISTING /2\ LAPPED NOT LESS THAN I` SEE A�=f=IC,415LE SEE PROVIDE GON7. 31' Wl[:)E FAST W1 3/8" HEAD GALV. 2x8 FRE=F"RIMED SPRUCE ELEV, ELEV_ 2x8 PRE -PRIMED 5F='RUGE R-aO BLOWN -IN SCREENED VENTS W/ WIRE NAILS (2 PER SF MIN-) F,45C14 (SEE STRUG7_ FOR CORROSION RESISTANT INSULATION PROVIDE CONT. 3" WIDE FASCIA ATTACHMENT) 1/0" MAXOFNG. THROUGHOL�T SCREENED VENTS W/ LORE (SEE 57f;RL�CT. 1/2" HIGH 57RENGTH FALSE BOTTOM TRUSS -1E5H COf;�RO&ION FOR ATTACHMENT) RIGID DRYWALL STUCCO SOFFIT ON LEVEL ALL ELEVATIONS. .45 PERLUHERE 4FFICA5LE t RESISTANT 1/0" MAX OfNG;. \-IX2 P_T. FIRE-570f= TfRJe& RETURN ,D (ELEVATION F5C Rao&. (SEE ROOF FLAN eC;Lr;;, $ 5) N07 LESS THAN 1/2" TOTAL 1/2" HIGH STRENGTH THROUGHOUT ALL UNDERSIDE OF 7R�,55 TAILS 7HIC<NE55 OVER FELT MTL. ELEVATIONS. AS PER F5C STUCCO SOFFIT 15) FOR VENTILATION REQ. 4 (ELEVATIONS 4, C 4 D) N07 -BOND BEAM (5EE 5TRUC7. LATH. LAPPED N07 LES& BOND BEAM (5EE 57R�,IGT. RIGID DRYWALLF�aOro, (SEE ROOF PLANLESS THAN 1/2" TOTAL F_)Wr;;_S FOR SIZE AND REINF.) THAN 1" 4 FAST W1 a/a` HEAD DWGS FOR SIZE AND REINF,) IX2 f=.7. FIRE-5TOF FOR VENTILATION RE0. 4 7111C<NES�5 OVER FELT I17L� -R-4,1 FOIL N5L�L,4710N GALV. NAILS (2 PER 7RJe5 'o)CLG. '2a'-O` A.F.F. C4LC5,) LATH. LAPPED NOT LESS MIN.) PROVIDE CONT. 3" WIDE R-4,1 FOIL INSULATION THAN 1" 4 FAST W/ 3/3" HEAD PRECAST LINTEL (SEE 5TRJC7, J:7 SCREENED VENTS W/ WIRE PRECAST LINTEL (SEE eTRUCT, POND BEAM (SEE 57RUC7. GALV. NAILS (2 PER TRU,c1_c, E-,WGe, FOR SIZE 4NF-) REINF,) 4 MESHCORRO&ION RESISTANT DWGz&� FOR SIZE AND REINF.) DWGS FOR SIZE AND REINF MIN.) PROVIDE GONIT. 3` ATTACHMENT AS ]/a" MAX OF:NG. THROUGHOUT WIDE SCREENED VENTS W/ PER MANUFACTURER'S ALL ELEVA71ON&, 45 PER MANUFACTURER'S ATTACHMENT 45 PER WIRE MESH CORROSION SPECIFICATIONS ALL F-5C RaO0, (5EE ROOF PLAN RE5167ANT 1/0" MAX Cf=NG, -FORMED AND POURED FOR VENTILATION REQ. 4 5f=EGIFIG,4TION,:) 2 (_-OA75, 2" THICK 57UCC-0 THROUGHOUT ALL (_-ONGRE7E SILL (SEE 57RUCT, CALG5.) FORMED AND POURED FINISH 4FF`LIEF_) DIRECTLY TO ELEVATIONS. AS PER F5G 4L DWG&� FOR REINF-) CONCRETE SILL (_,:�EF 5TRUCT, MASONRY OR STONE VENEER LYJI 2 (_-0,476, THiG< 5%�GGO RaOro, (SEE ROOF PLAN 0 DUJGI:)- FOR REINF,) - F,H 4FFLIED DIRECTLY ATTACHED IX2 P.T.f='FURRING FORFURRING RECOMMEND. VENTILATION REQ. 4 IX2 P.T.f='TF RING PER �'IANUF CALCe.) 2X.4 P.T. 5L<G TO �1,45ONR�' OR 570NE 4 4 VENEER 4 2X4f=.7. E5L<G SEE STRUCTURAL PLANSVENEER PER I"IANUF, SEE 5TRUG7URAL PLANS -�'IEND, REGOt r - 3" GYf-CRFTE 70Ff=INr:z ON ::T-f-Cf;RE7E 70f-f=1Nr-4 ON 4 2 G0,475, THICK 67UCCO PLYWOOD SHEATHING OR 2 GO47e, 2 THICK 57UGGO PLYWOOD 5HEATHING OR 2 4 E FINISH APPLIED DIRECTLY EDGE GOLD PANEL EDGE GOLD PANEL (SE FINISH APPLIED DIRECTLY =77 57f;RJGTL�R,4L FLAN5) TO MAESONF�'T' OR STONE VENEERSEE 57RUCTURAL F�L,4N5 TO MASONRY OR STONE VENEER ATTACHED PER M,4NUF. RECOMMEND. ,47T4GHEr�) PER �-IANL�F- RECOMMEND.2NF-) FLOOR 7RU55 ............. ....... 70T::1 0 SEE STRUCTURAL TOP OF 2NID FLOOR TRUSS LEDGER (SEE -STRUCT. LEDGER (SEE 57RL�GT, DLUGe, — POND BEAM SEE STRUCTURAL FOR 4TTAGHMEN7) �-�BOND BEAM PLANS FOR FOR ATTACHMENT) 7�_ SEE ELEV,4TICN5 PLANS FOR �-r5EE ELEV,4710N& ATTACHMENT 4 TRL�a5 LAYOUT ATTACHMENT4 TRUSS LAYOUT ENGINEERING FOR ,4 ENGINEERING FOR AF_)D17ION,4L INFO gj�CEILING HEIGHT d--�GEILING HEIGHT BOND 5EAr-1 (SEE &7RUGT, ADDITIONAL INFO BOND BEAM (SEE STRUCT.- zZ HE =1 EV-471ON-5- 1 BOND 5EX"I (SEE STRUG7_ �-V&EE ELEVATIONS I BOND 5EA�'l (SEE STRL�C_7. DWr:p& FOR SIZE AND REINF.) DWG5 FOR SIZE AND REINF.) REINF.) NF,) 1/2 STRENGTH RIG 7_)Wr_;;& FOR SIZE AND ID —1/2" HIGH STRENGTH DRYWALL a [)Wr_:�& FOR SIZE AND REINF.) DR'T-UJ4LL l IX2 P.T. FIRE-STOPa-011 WDl R4 ILD CLG- A.F.F. HD. IX2 P.T. FIRE-STOPIX2 F.7. FIRE-STOPCLG;, 4 �Da'-O` A.F.F. IX2 F.T. FIRE -STOP IX2 4 eal-o" A.F.F. CLG;. 4 ea'-O` A.F.F. R-4.1 FOIL INSULATION1/2" THICK/ 2 GOAT 57UCGO R-4,1 FOIL INSULATION FINISH APPLIED DIRECTLY TO MASONRY OR STONE PRECAST LINTEL (5EE 57RL�C7. DWG&, FOR SIZE AND REINF,) VENEER ATTACHED FERMANUF. RECOMMEND, 1/21' 7HIG</ 2 GOA7 STUCCO PRECAST LINTEL (SEE eTRUC7. DLUG5, FOR SIZE AND REINF.) APPLIED DIRECTLY WINDOW WINDOW ATTACHMENT 45 PER AS PER TO MAeONF�'�' OR 570NE MANUFACTURER'S Y MANUFACTURER'S VENEER ATTACHED PER &f=ECIFIG,47I0N5 MANUF_ RECOMMEND, eI=EC1F1C_,47ION5 41 zi� ROOF 5HEATILINr-; (SEE STRUCT. NON-STRUCTURAL METAL ROOFING OVER #30 FELT TO CONFORM W/ DLUG5, FOR PLYWOOD 51LE,47HING/ 1/2" THICK, 2 COAT STUCCO 1/21' THIC<, 2 GOAT STUCCO A2 FINISH APPLIED DIRECTLY N,41LINr:; Sf=AGIN(�-� AND 7Tf=E)� 46TI'l D 22ep/ T'�-F=)E 1'2 FORMED AND POURED FINISH APPLIED DIRECTLY TO MA&ONFT' OR STONE R-20 SPRAY FOAM INSULATION R-VALUE CONCRETE 5ILL TO MASONRY OR STONE 6 VENEER 47TAGHEF-) f=ER VENEER AT7AGHED PER FORMED AND POURED TO MEET MIN. CODE REQUIREMENT AS (5EE &TRUCT. F-)Wr;;5. FOR REINF.) MANUF, RECOMMEND, ZL2'� SET FORTH IN F5G 2014, (5EE 5TRJC7 DL�G5. 111NUF. CONCRETE SILL a" CMJ (& 40 4. (5EE 5TFUGT. DWG;&. FOR REINF,) REMOVE2x4 INSULATION 5701" BETWEEN FOR VERT. AND HORIZ. REINF.) Ix2 P.T. FURRING 5TRIP5 � 24" EX15TING R-30 EACH 7RU55 WITH I" MIN SPACE BETWEEN INSULATION AND ROOFO'c. BLOWN -IN Ix2 P.T. FURRING 5HEATHING 5TRIf='5 12 24" O.G. INSULATION a" CMU (SEE STRUG-T DWG;S. EMBED. eTR,4F (SEE 6TRUCT FOR FOR VER7, AND H!�)RIZ, REINF.)1/2" GYP. WL. 5D� TYPE, SIZE, :1 OF NAILS 4 DE74IL5). 1/2 WL, 5z), Lu L" Lu N6) z WOOD BASE FLFR 0 _.W_GALV, METAL DRIP EDGE cl WOOD BASE <1 <1 , 5RG. HGw Y_ W_ --- IX2 P.T. FURRING; SEE ELEV'5 i�]' Ix2 F.T. FURRING RING Lu 4' 01-011 1/21' Hlr-4LI STRENGTH 1x2 F.T. o,-o OIL STUCCO 570- FIN. FL R. 4 DRYWALL FIN. 2xa PRE -PRIMED SPRUCE IX2 P.T. FIRE-570F=1-SEE ELEV. FASCIA (SEE eTRUCT. FOR SIZE/ iRAD 'o) CLC-;, MATERIAL AND ATTACHMENT) A0 __---MONOLITHIC GONG. FOOTING PRE-ENG WD, 7RU56 24" O.C. MAX. _--I�ONOLITHIG GONG. FOOTING < (SEE &7RJCT, FL,4N& FOR SIZE BOND BEAM57UCCO 5OFFI7 ON LEVEL TRU55 (-SEE 57RUCT. PLANS FOR SIZE `3 AND RE NR) 4 GRADE (SEE &TFUGT. RETURN (ELEVATION 5) NOT LESS GRADE AND RE NF.) GRADE 4< DWr:�5 FOR 51ZE AND RE NR) THAN 1/2" TOTAL THIC;<NEe& OVER FELT NOTE: PROVIDE TERM17E NOTE: PROVIDE TERMITE MTL. LATH, LAPPED N07 LESS THAN I" $ TREATMENT BELOW SLAB FAST W1 3/8" HEAD r-:;,4LV. NAILS (2 f=)Ef;R TREATMENT BELOW &L,45 TRU55 MIN.) FDROVIDE GONT. 3" WIDE SCREENED VENTS W/ WIRE MESH CORR06I0N RESISTANT Ila" MAX OFNG. THROUGHOUT ALL F=LE\/,4TION5.,45 PER 2-STORY BLOCK WALL SECTION F5C RaO(o. (5EE ROOF FLAN FOR -STORY BLOCK WALL SECTION VENTILATION REQ. 4 G,4LCS.) 2 2 &CALE: 5/4" (NON -FIRE RATED) (NO N- FIRE RATED) ANTILEVER TRUSS SECTION A _)CALE: 3/4`-_1'-0(NON-FIRE RATED) f"A R C H 6T E C T _S 1441 'Design /cI inc.roupc. N. RONALD REAGAN BLVD. Lo ( - MOOD, FL 32750 LOW. 50 P PH: 407-774-6078 8 FAX: 407-774-4078 www.� com www.;abdesigngroup.com AA #: 0003325 DRAFTING BY:�� A.B. DESIGN GROUP P DRAFTING INC. 119.1 EAST NEWPORT CENTER DRIVE, SUITE 207 442 EERFIELD BEACH, FL 33j 1(954)482-0957 OFFICE 4� c, < > > SUBDIV. & LOT: VERBEND LOT #23 SCHEME #15 170 MPH EXPOSURE C PROJECT# 03303.023 MODEL: FAIRFIELD PLAN 2" 651l ELEV. D GARAGE SWING: 1_,,'FT PAGE: 1\\/10 NO LIT HIC 2- STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA