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Home My WebLink AboutConstruction Planf A 'RC H IT E C 77S = I 1 117) 1 - Q 11 T I,-) T� = I 1 1) 1 - fi 11 'r n ;ml ;=: I 1 7 n ;M, ROOF PLAN ELEVATION 95D 99 SCALE: ]/&" = P-01' ROOF VENTILATION CALCULATION PER FBC R 806 R UIRED VEN71L,47,ZN: � 0 , S.F. 4 S.F. 15 SOFFIT VENTIL ON FFOV .105 5,F,/LZ-F-43a L, .4 e) G iz- N E F,,4 0TFz- 50FF-IT VEN f-R;;KVILDrES .10E; S.F. OF VENT''_---7:OJN '?5R LINE,4R P007 1'-,4 1 *'4 'F� �40iRIZON74L L,4 t'IE7,4L ROOF- METAL F,00F 12 �� 0 m �� 0010mm FRONT ELEVATION SCALE: 1/4" = 1'-0" REAR ELEVATION 5C,4LFz: 1/4" m 1'-0" ��'� = a �. o _�� IMF '111 4 Design Groupinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 4.07-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 1 DRAFTING BY: A.B. DESIGN GROUP DRAFrING GROUP ROUP INC. INC - 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 CENTER BEACH, FL j33442 (954)482-0957 OFFICE FAX 4 108-2468 FAM �� -- --l-l- ca HA SUBDIV. & LOT: RIVERHEND LOT#46 170 MPH EXPOSURE "C' PROJECT# 03303.046 MODEL: YO RKS HIRE PLAN 2" 6811 ELEV. D GARAGE SWING: PAGE: E] 99 D" ST. AUQ. FRO NT & REAR STATE ARCHITECT: 7") OF FLORIDA A R C H I T E C TS 8" CMU !" DRYWALL 1"X4" OR 1"X2" P.T. NAILER Ix-4 P.T. OR 3/4"X4" MIN. SECURE THRU FRAME EXTEND 1-Y4" INTO BLOCK W/ 3/6" TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .14E MIN. HEAD SIZE 300 MIN, EMBEDMENT I-Y4" WITHIN o" OF EACH END A 18" O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURER'S DETAILS. NOTES. • SHIM AS NEEDED TO PLUMP JAMB (DO NOT EXCEED Y4") • ALL WOOD NEEDS TO BE P.T. WHEN IN CONTACT WITH CMU WALL OR CONC. SLAM DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +3 4 OR +5 4 2X4: SECURE TO BLOCK W/ 3/6" TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4") WITHIN 8" OF EACH END 4 18" O.C. MAX SPACING. 2X✓(c= SECURE TO 51-OCK TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4") - WITHIN 8" OF EAGH END 18" O.C. MAX SPACING. 2X8: SECURE TO BLOCK W/2 -3/i&" TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 Y41`) WITHIN 0" OF EACH END 18" O.G. MAX SPACING. all CMU iz' DRYWALL I "X4" OR I "X2 " P.T. NAILER -DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURER'S DETAILS. 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. SLAB DOOR JAMB TO BLOCK +1-1/2" B WINDOW TO BLOCK +1-1 2" SCALE: -0" 2X4:® SECURE TO BLOCK W/ 3/6" TAPCONS OR DRIVE PIN (MIIN. SHANK SIZE .14E MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4") WITHIN o" OF EAGH END 4 NOTE: STRUCTURAL 2X loll O.C. MAX SPACING. MUST BE ON OUTSIDE S 2X�:® SECURED THROUGH SECURE TO BLOCK W/2-3/6 NON-STRUCTURAL 3/6" TAPCONS OR DRIVE PIN TAPCON MIN. 1-Y4" (MIN. SHANK SIZE .14E EMBEDMENT INTO BLOCK. MIN. HEAD SIZE .300 8" GMU MIN, EMBEDMENT 1 Y4"9 --TL11 Vl' DRYWALL WITHIN 8" OF EACH END 4 18' O.C. MAX SPACING.��/-I`>14` OR 1"X2" P.T. NAILER 2X8:® SECURE TO BLOCK W/2-3/6" �/6" O.S.B. X 4" MIN. TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .14E Pi DOOR GASINCc I MIN. HEAD SIZE .300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4") 4TT,4GH TO 2X PER WITHIN o" OF EACH END MANUFACTURER'S DETAILS. 18" O.C. MAX SPACING. NOTES: • SHIM AS NEEDED TO PLUMB JAMIB (DO NOT EXCEED Y4") • ALL WOOD NEEDS TO BE P.T. WHEN IN CONTACT WITH CMU WALL OR GONC, SLAB DOOR JAMB TO BLOCK +1-15/16" � WINDOW TO BLOCK +1-15 16" SCALE: 3/0" =1'-0" 2X4:® SECURE TO BLOCK W/ 3/6" TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 Y4") WITHIN 8" OF EACH END 4 18" O.G. MAX SPACING. 2Xro:® SECURE TO BLOCK W/2 -3/6" TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .14E MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4") WITHIN o" OF EACH END & 10" O.C. MAX SPACING. 2Xo:® SECURE TO BLOCK W/2-3/6" TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 M1N. HEAD SIZE .300 MIN. EMBEDMENT I Y411) WITHIN 8" OF EACH END 4 18" O.C. MAX SPACING, NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 8 SECURED THROUGH NON-STRUCTURAL 3/6ll TAPCON MIN. 1-Y4" EMBEDMENT INTO BLOCK. '--Y 8" CMU ❑ rl"X41'DOOR OF, .T. NAILER DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURER'S DETAILS. 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, SLAB DOOR JAMB TO BLOCK +2 1/4" ( D �)--W INDOW TO BLOCK +2 1 4" SCALE: 3/8"=1'-0° 2X4:® SECURE TO BLOCK W/ 3/6" TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .14E MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y41') NOTE: STRUCTURAL 2X WITHIN 8 OF EACH END loll O.C. MAX SPACING. MUST BE ON OUTSIDE � 2Xro= SECURED THROUGH SECURE TO BLOCK W/2-3/61 NON-STRUCTURAL 3/6' TAPGONS OR DRIVE PIN TAPCON MIN. 1-Y4' (MIN. SHANK SITE .14E EMBEDMENT INTO BLOCK. MIN. HEAD SIZE .300 L\Ff 8" CMU MIN. EMBEDMENT I Y411) %° DRYWALL WITHIN 8" OF EACH END I"X4" OR 111X2" P.T. NAILER 18° O.C. MAX SPACING. ❑ SECURE TO BLOCK W/2 -3/6" TAPCONS OR DRIVE PIN DOOM CASING (MIN. SHANK SIZE .14E MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4")om- DOOR JAMB OR WINDOW WITHIN 8" OF EACH END ATTACH TO 2X PER' loll O.C. MAX SPACING. MANUFACTURER'S DETAILS. NOTES: • SHIM 4S NEEDED TO PLUMB J4M15 (DO NOT EXCEED Y41') • ALL WOOD NEEDS TO BE P.T. WHEN IN CONTACT WITH CMU WALL OR CONC. SLAB DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +3" 2 X4:® SECURE TO BLOCK W/ 3/6" TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .14E MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4") WITHIN 0" OF EAGH END NOTE: STRUCTURAL 2X loll O.C. MAX SPACING. MUST BE ON OUTSIDE S 2X(c= SECURED THROUGH SECURE TO BLOCK W/2 -3/6 NON-STRUCTURAL 3Y6° TAPCONS OR DRIVE PIN TAPCON MIN. 1-Y4" (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN, HEAD SIZE .300 MIN. EMBEDMENT 1 Y4") 8" GMU WITHIN 8" OF EAGH END �� DRYWALL 18 O.C. MAX SPACING. 2X8:® ❑ 1"X4" OR 1"X2" P.T. NAILER SECURE TO BLOCK W/2-3/6° 2ND 2X SECURE TO TAPCONS OR DRIVE PIN STRUCTURAL MEMBER (MIN. SHANK SIZE .145 W/(2)126 WITHIN 8" OF EACH MIN. HEAD SIZE .300 END 4 &" TO 8" O.C. MAX MIN. EMBEDMENT 1 Y41') DOOR CASING WITHIN o" OF EACH END 4 DOOR JAMB OR WINDOW 18" O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURER'S DETAILS. NOTES: • SHIM 4S NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4") • ALL WOOD NEEDS TO BE F-T. WHEN IN CONTACT WITH CMU WALL CAR CONC. SLAB DOOR JAMB TO BLOCK +3" F WINDOW TO BLOCK +3" 2X4:= SECURE TO BLOCK W//4° TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .14E MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 )/4") NOTE: STRUCTURAL 2X WITHIN 8" OF EACH END 4 MUST BE ON OUTSIDE 18 O.G. MAX SPACING. SECURED THROUGH 2Xl :® NON-STRUCTURAL 3/6" SECURE TO BLOCK W/1-1/4" TAPGON MIN. 1-Y4" TAPCONS OR DRIVE PIN EMBEDMENT INTO BLOCK. (MIN. SHANK SIZE .14E MIN. HEAD SIZE .300 gll CI" IU MIN. EMBEDMENT 1 Y4") -" DRYWALL WITHIN 8" OF EACH END 18" O.G. MAX SPACING. 2X8: 7/6° O.S.B. X 4" MIN. SECURE TO BLOCK lU/1-1/4"11--ilix4l, OR 1"X2" P.T. NAILER TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .14E DOOR CASING MIN. HEAD SIZE .500 MIN. EMBEDMENT 1 Y4") DOOR JAMB OR WINDOW WITHIN 8" OF EACH END ATTACH TO 2X PER loll O.C. MAX SPACING. MANUFACTURER'S DETAILS. NOTES: • SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y41') • ALL WOOD NEEDS TO BE P.T. WHEN IN CONTACT WITH CMU WALL OR CONC. SLAB DOOR JAMB TO BLOCK +3-7/16" WINDOW TO BLOCK +3-716" U SCALE: 3/8" =1' -0" 2X4:® SECURE TO BLOCK W//4" TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 Y41') WITHIN 8" OF EAGH END 4 NOTE: STRUCTURAL 2X loll O.C. MAX SPACING. MUST �E ON OUTSIDE 4 2Xll SECURED THROUGH SECURE TO BLOCK W/1-1/4" NON-STRUCTURAL 3/0° TAPCONS OF,, DRIVE PIN TAPCON MIN. 1-Y4" (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDr-1ENT I Y411) o" CMU WITHIN 8" OF EACH END /" DRYWALL 18" O.G. MAX SPACING. ❑ 1�11`X4" OR I"X2" P.T. NAILER 2X8:® SECURE TO BLOCK W/1-1/4" I" P.T. X 4" MIN. TAPGONS OR DRIVE PIN DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN, EMBEDMENT 1 )/4") DOOR JAMB OR WINDOW WITHIN EllOF-EACH END ATTACH TO 2X PER 18" O.C. MAX SPACING. MANUFACTURER'S DETAILS. NOTES: • SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") • ALL WOOD NEEDS TO BE P.T. WHEN IN CONTACT WITH GMU WALL OR CONC, SLAB DOOR JAMB TO BLOCK +3 3/4" ( H B- WINDOW TO BLOCK +3 3/4" SCALE: 3/8" =1' -O" (I) LAYER I-- C�YE. ADHEiRED TO PLYWD. SHT. (COORDINATE THICKNESS WITH ADJACENT CEILING) PLYWOOD SHT. BOARD w��J CASING AT SIDE ATTIC` ACCESS DIETAlIIL NTS 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 J 0 � Q q � J <� a c� u�u q (6 -,) I I Ch (J CO N �J �rru� SUBDIV. 8c LOT: RIVERBEND LOT#46 170 MPH EXPOSURE 7Cn PROJECT# 03303.046 MODEL: YORKSHIRE "PLAN 2" 6811 ELECT. D GARAGE SWING: - GHT PAGE: ZD7,(L�5 ARCHITECT: STATE OF FLORIDA y JA S-:CANTWELL NO12079 PL N 00 10 15 DATE: SCALE: T �E D ~ �. � _ rt. SHEIF, T°' C k CEMENTITiOUS TILE OVER #SO CEMENTMOUS TILE OVER #30 FELT TO A R C H I T E C T S ROOF SHEATHING ( SEE FELT TO CONFORM W/ ASTM D 22ro, SEE DETAIL WHEN CANTILEVER TRUSS CONFORM W/ ASTM D 22(o, TYPE #1 OR STRUCT. DWGS, FOR PLYUJOOD TYPE #1 OR ASTM D 4g(oS, TYPE #1 IS USED. ASTM D 4g�3, TYPE #1 STANDARDS SHEATHINC-;, NAIL SPACING AND ST,4 ARDS TYPE). -20 SPRAY FOAM A ROOF SHEATHING ( SEE SRTRUC&DWGSI FOR PL T WOOD NSULATION R=VALUE TO MEET STRUCT, DUGS. FOR PLYWOOD R-20 SPRAY FOAM INSULATION R-VALUE SHEATHING, NAILING SPACING EMBED. STRAP (SEE STRUCT MIN. CODE REQUIREMENT AS SHEATHING, NAIL SPACING AND TO MEET MIN. CODE REQUIREMENT AS AND T' PE). FOR TYPE, SIZE, # OF NAILS 4 SET FORTH IN FBC 2014. ROOF SHEATHING (SEE STRUCT. TYPE), SET FORTH IN FBC 2014. • DETAILS). DWGz6. FOR F LYWOOD SHEATHINGz lx2 P.T. l n Design REMOVE EXISTING NAILING SPACING AND TYPE). OUTRIGGERS 70 FE TWICE THE �+ BAFFLES BETWEEN EACH TRUSS R-30 BLOWN -IN — DISTANCE OF OVERHANG (SEE i1 r'o Inc:. WILL BE INSTALLED AT TIME OF INSULATION L FAFFL S E BETWEEN EACH TRUSS a STRUCT. DWGS. FOR SIZE 4 Ix2 P.T. N5UL,470N BY THE INSULATION WILL BE INSTALLED AT TIME OF ATTACHMENT) 1441 N. RONALD REAGAN BLVD. CONTRACTOR. IX2 P.T. FIRE -STOP INSULATION F'r' THE INSULATION 2x8 PRE -PRIMED SPRUCE 2xg PRE -PRIMED SPRRUCE LONGWOOD, FL32750 la CLG. CONTRACTOR. FASCIA (SEE STRUCT. FOR SIZE, SEE SEE FASCIA (SEE STRUCT. FOR SIZE, PH:407-774-6078 PRE-ENG WD. TRUSS 24" O.G. MAX. MATERIAL AND ATTACHMENT) ELEV. PRE-ENG WD. TRUSS 24" O.C. ELEV. MATERIAL AND ATTACHMENT) FAX:407-774-4078 1/2" LIGHT WEIGHT EMBED. STRAP (SEE STRUCT FOR MAX. www.abdesigngroup.com METAL SIRDSTOP TO COMPLETELY Z RIGID DRYWALL. '�,�'� # L DETAILS). TYPE, SIZE, OF NAILS � STUCCO SOFFIT NOT LESS THAN 1/2" TOTAL THICKNESS OVER FELT 1ST. FLR. BRG. HGT ° STUCCO SOFFIT NOT LESS THAN AA #: 0003325 "AT IST. FLR. FRG. HGT SEE ELEVATIONS 1/2" TOTAL THICKNESS OVER FELT SEAL EAVE BARREL SEE ELEVATIONS PRE-ENG WD. TRUSS 24" O.C. MAX. MTL. LATH. LAPPED NOT LESS l MTL. LATH, LAPPED NOT LESS RAT-rING BY: TILE ONLY THAN 1 FAST W/ 3/g HEAD REMOVE EXISTING THAN 1" 4 FAST W/ 3/g" HEAD ESIGN GROUP GALV. METAL DRIP EDGE BOND BEAM (SEE STRUCT. GALV. NAILS (2 PER TRUSS MIN.) °` R=3O BLOWN -IN ° GALV. NAILS (2 PER TRUSS MIN.) AFTING INC. j� lx2 P.T. / DWGS FOR SIZE AN REINFJ METAL EIRDSTOP TO COMPLETELI' PROVIDE CONT. 3" WIDE SCREENED VENTS W/ WIRE MESH NSULATION PROVIDE CONT. 3" WIDE EAST NEWPORT F ° SEAL EAVE "AT B4RREL TILE ONLY" CORROSION RESISTANT 1/g" MAX g'-O�UJUJ W N H T. D D G SCREENED VENTS W/ WIRE MESH DRIVE SUITE 207 2xg PRE -PRIMED SPRUC SEE 8'a0" WDW HD HG SEE ELEV. OPNG. THROUGHOUT ALL CORROSION RESISTANT 1/g" MAX D BEACH, FL 33442 FASCIA (SEE STRUCT. FOiR SIZE, ELEV. GALV. METAL DRIP EDGE ELEVATIONS. AS PER FBC RgOG /2" LIGHT WEIGHT RIGID DRYWALL. 1 OPNG. THROUGHOUT ALL 82-0957 OFFICE MATERIAL AND ATTACHMENT) PRECAST LINTEL (SEE lx2 P.T. , (SEE ROOF PLAN FOR 1X2 P.T. FIRE -STOP AT ELEVATIONS. AS PER FFG ROO(o. 708-2468 FAX STUCCO SOFFIT , UNDERSIDE OF STRUCT. DWGS. FOR SIZE / VENTILATION REQ &CALCS) C AT a (SEE ROOF PLAN FOR TRUSS TAILS (ELEVATIONS A, C, 4D AND REINR) I LG. - A. VENTILATION REQ. S CALCS.) NOT LESS THAN 1/2" TOTAL / 2x8 PRE -PRIMED SPRUCE BOND BEAM (SEE STRUCT. R-4.1 FOIL INSULATION THICKNESS OVER FELT MTL. LATH. iX2 P.T. FIRE -STOP AT FASCIA (SEE STRDWGS FOR SfZE AND REINF.) UCT. FOR SIZE, 2x4 NAILER I LAPPED NOT LESS THAN 1" 4 FAST W/ AT 8' -0l' A.F.F. MATERIAL AND ATTACHMENT) WINDOW ATTACHMENT AS PER 5/0" HEAD GALV. NAILS (2 PER R-4.1 FOIL INSULATION 2x4 NAILER MANUFACTURER'S SPECIFICATIONS STUCCO SOFFIT ON LEVEL TRUSS TRUSS MIN.) PROVIDE CONT. 3" WIDE WINDOW ATTACHMENT AS RETURN '2 (ELEVATION B) NOT LESS PRECAST LINTEL (SEE STRUCT. FORMED AND POURED CONCRETE SCREENED VENTS W/ WIRE MESH PER MANUFACTURER'S THAN 1/2" TOTAL THICKNESS OVER FELT DWGS. FOR SIZE AND REINF.) SILL (SEE STRRUCT. DWGS. FOR REINF.) 2 COATS, 2 THICK STUCCO FINISH CORROSION RESISTANT 1/g" MAX APPLIED DIRECTLY SPECIFICATIONS MTL. LATH. LAPPED NOT LESS THAN I TO MASONRY OR STONE VENEER OPNG. THROUGHOUT ALL g" CMU (SEE &7RUCfi DWGS. FAST W/ 3/g" HEAD GALV. NAILS (2 PER 2 COATS, 2" THICK STUCCO ATTACHED PER MANUR RECOMMEND. ELEVATIONS, AS PER FFC Rg0(o. FOR VERT. AND HORIZ. REINF.) TRUSS MIN.) PROVIDE CONT. 3 WIDE FINISH APPLIED DIRECTL' x2 P.T. FURRING STRIPS 24 O.C. (SEE ROOF PLAN FOR VENTILATION SCREENED VENTS 'W/ WIRE MESH TO MASONRi' OR STONE VENEER 8" CMU (SEE STRUCT DWGS, REQ. CALCS.) lx2 P.T. FURRING CORROSION RESISTANT 1/g" MAX OPNG. ATTACHED PER MANUF. RECOMMEND. 1/2" GYP. WL. FD.- FOR VERT. AND HORIZ. REINF.) FORMED AND POURED STRIPS '� 24" O.C. THROUGHOUT ALL ELEVATIONS. AS PER CONCRETE SILL (SEE STRUCT. - 1/2" GYP. WL_ BD. FBC RgO(o. (SEE ROOF PLAN FOR iuu - WOOD BASE z ct) g CMU (SEE STRUCT DWGS. - DWGS. FOR REINF.) - WOOD BASE _z VENTILATION REQ. $ CALCS.) FOR VERT. AND HORIZ. REINF.) z -4 \ Lu ua Ix2 P.T. FURRING STRIPS uva = Ix2 P.T. FURRING STRIPS w 0 �/� c0 2 COATS, 2" THICK STUCCO - -� - 2 COATS, 2 THICK STUCCO FINISH Q 0'-0" FIN. FLR. FINISH APPLIED DIRECTLY O APPLIED DIRECTLY 0 -0 FIN. FLR. t TO MASONRY OR STONE VENEER D TO MASONRY OR STONE VENEER FINISH GRADE D ATTACHED PER MANUF. RECOMMIEND,F a D ATTACHED PER MANUF. RECOMMEND. ° D FINISH GRADE a a o 0 a � 0 u w C) -A a Lu a uu N q � C\) :0 0, FINISH GRADE a MONOLITHIC CONIC. FOOTING o FINISH GRADE (SEE STRUCT. PLANS FOR p o J SIZE AND REINF.) D D � D NOTE: PROVIDE TERMITE BELOW SLAB TREATMENT BELOW SLAB ^- �►�i D NOTE: PROVIDE TERMITE VAPOR BARRIER BELOW SLAB TREATMENT BELOW SLAB VAPOR FARRIER U� STORY BLOCK WALL SECTION STORY BLOCK WALL SECTION &CALE. 3/4" =1'-0" Q CEMENTITiOUS TILE OVER *'SO FELT TO Q �+ CONFORM W/ ASTM D 22(o, TYPE #1 OR ROOF SHEATHING (SEE STRUCT. Z ASTM D 4a( S, TYPE #1 STANDARDS DWGS. FOR PLYWOOD SHEATHING, �_ i zi NAILING SPACING AND R-20 SPRAY FOAM INSULATION R-VALUE � TO MEET MIN. CODE REQUIREMENT AS 2x4 INSULATION STOP BETWEEN SET FORTH IN FBC 2014. EACH TRUSS WITH I" MIN SPACE BETWEEN INSULATION AND ROOF 1X2 P.T. FIRE -STOP CLG. SHEATHING REMOVE EXISTING R-30 EI"IFED. STRAP (SEE STRUCT FOR ®' BLOWN -IN INSULATION TYPE, SIZE, # OF NAILS 4 DETAILS). sUBDIIT. 8c LOT: 1/2" LIGHT WEIGHT RIGID PRE-ENG WE). TRUSS 24" O.C. MAX. DRYWALL. CONT. METAL TRACKS, RIVERBEND FLR. FRG. HGT PRE-FAB TRUSS ELEVATIONS TOP BOTTOM ][J� `�'# SEE METAL 131RDSTOP TO COMPLETELY BOND BEAM (SEE STRUCT.- SEAL E,4VE "AT BARREL TILE ONLY" DWGS FOR SIZE ANDJ 1%0 MPH REINF.) SEE ELEV, P H EXPOSURE 7L7RE nCn METAL STUDS GALV. METAL DRIP EDGE FRG. LILT. PROJECT# STUCCO SOFFIT ON LEVEL TRUSS o�e SEE FLOOR RETURN. NOT LESS THAN 1/2" TOTAL lx2 P.T. 03303.046 THICKNESS OVER FELT MTL. LATH. PLAN LAPPED NOT LESS THAN 1" 8 FAST W/ 2xg PRE -PRIMED SPRUCE MODEL: 3/g HEAD GALV. NAILS (2 PER TRUSS 1/2 DRYWALL - MIN.) PROVIDE CONT. 3" WIDE FASCIA (SEE STRUCT. FOR 81ZE, - YO RKS HIRE SCREENED VENTS W/ WIRE MESH MATERIAL AND ATTACHMENT) ' 1/2 CLG. BOARD 9 9 CORROSION RESISTANT I/g" MAX OPNG. �PLA 2 6811 311 D I A. PIPE --- THROUGHOUT ALL ELEVATIONS. AS PER . E LSE V. E,,,, FPC ROOro. (SEE ROOF PLAN FOR 1/2" DRYWALL VENTILATION FREQ, 4 CALCS.) • GARAGE SWING: CA IL IL J J VETRUSS SECTION N BASE BOARD1, • ( I .. PAGE: ® BOXER VENT m MONOLITHIC ALUMINUM FRAME z METAL STUDS 24" O.C. W/ FULL Uv ALL SEE WINDOW — SECURE FRAME TO } FINISH FLOOR �T SCHEDULE FOR �__. SILL WITH SILICONE LENGTH LAYER OF 1/2 TYPE �� WINDOW TYPE w GYPSUM WALLBOARDS .T. WOOD BLOCKING ATTACHED TO EACH SIDE 2" O.C. DETAILS GONG. SLAB SOLID SURFACING FORMED AND POURED MATERIAL SET IN FULL BED OF CONSTRUCTION CONCRETE SILL (SEE ADHESIVE STRUCT. DWGS. FOR DENSARCHITECT �� NOTE: 1/2" HIELD AT ALL REINR) TUBS AND SHOWERS STATE OF FLORIDA aa CAR ..5. Y La :•` ,r .. t.. l:• ,. F� V. y'♦ ..F ...),�• CONCRETE r. a RE E COVERED a SEALANT ... .. PERIMETER (TYP.) d M FOAWHEN OCCURS ° a CONC. SL,45 (" ° a a CONCRETE SILL (SEE 1/2 IN, GYPSUM STRUCT. DWG-S. FOR 0'-0" %. WALLBOARD �1:)ETAIL.) FIN, FLR. SECTION ELEVATION a a a S/g" THICK, 3 COAT z .�A CX�NTV�JE►_L 120 j P DEMENT PLASTER Ix2 P.T. FURRING vAPPLIED DIRECTLY `' STRIPS 1�" O.C. TO MASONRY 0/1 TYP. INT. WALL I�/�[�ETAL, STUDS Da E: ro ��,� GMU (SEE STRUCT DkYER VE]�`�C" BOX 'TYPICAL DETAIL NON BL�,G° sc DOTED S. H. WINDOW SILL ;DWGS. FOR REINF.) � ' 3 AT ]EXTERIOR WALL SCALE: 3"-1'-0" � �