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Home My WebLink AboutFloor Plan2 13 807 1"�J 1iLl..J i 99 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 • STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS CERTIFIED BUILDING CONTRACTOR: -FLORIDA BUILDING CODE RESIDENTIAL ABV. ABOVE LAY. LAVATORY D.R. HORTON HOMES FBCR 2017, 6th EDITION { ) - FLORIDA FIRE PREVENTION CODE 6TH EDITION A/C ADS. ALT. AIR CONDITIONING ADJUSTABLE ALTERNATE LUK M.C. MFR. LUMINOUS MEDICINE CABINET MANUFACTURER 1430 CULVER, DRIVE NE PALM BAY, FL 32907 -NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION -ALL LOCAL AND STATE CODES AMP- BD. CL AMPERAGE BOARD CENTER LINE MIN. M. MTL. MINIMUM MOUNTED METAL TEL: (3 21) 7 3 3 — 7 0 9 2 FAX: (3 21) 73 3 — 7 9 7 2 .00CUPANCY — • CONSTRUCTION TYPE — • MIN. INTERIOR FINISH — RESIDENTIAL, GROUP R3 VB CLASS B CAB. CLG. CONC. CABINET CLEAR CONCRETE N.T.S. O.C. P B. NOT TO SCALE ON CENTER PPUUSSH ONOPERTY E • BASIC WIND SPEED — • EXPOSURE — • l-STORY RESIDENCE - •2—STORY RESIDENCE — Vult=160 MPH Vasd=124 MPH C MAX. HEIGHT AS PER LOCAL AND STATE CODES CPT. C.T. D. DBL. D.G. DIM DIM. DISP. CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL PH, PLT. PLYWD. PR. P.T. R. RID. R.A.G. PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RADIOS RADIU RETURN AM GRILL • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES J. CANTWELL DP. DEEP REF. REFRIGERATOR AR NO. 12079 DR. DOOR RM. ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING DTI. DETAIL S.D. SMOKE DETECTOR A.B. DESIGN GROUP, INC. D.W. DISHWASHER S.H. �T HUNG SQ.FT. CALC.'S 1441 NORTH RONALD REAGAN BLVD. EQ. ELEV.A EQUALELEVA�ON . THING LONGWOOD, FLORIDA 32750 ur. EXT. EXHAUST' E!(TERI OR sm SL SL. SIMILAR SLIDING Tel: (407) 774-6078 Fax: (407) 774-4078 IST FLR. LIVING 2ND FLR uvlrlG TOTAL LIVINGS GARAGE POR::w LANAI TOTAL A/C VOLUME 1330 so. FT. 1493 SQ. FT. 2,523 SQ. FT. 454 SQ. FT. 31 SQ. FT. 80 SQ. FT. 3385 SQ. FT. 23501.2 F.G./F%. F.G. n, FLUOR. FR. DR, FIG. GA GAR. GAR. DISP. G.F.I. GL. GYP. BD. H.B. H.C. HDR. no GLASS FUEL GAS �g FLUORESCENT FRENCH DOOR FOOTING GAUGE GARAGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER SL. GL. sm, sWs sc TEMP. TEX. T.O.C. T.O.P. T.O.S. TYP- U.N.O. VP. W. W/ WD. SLIDING GLASS STANDARD SE�CTION� SOLD CORE TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD DRAWING CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROTECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. A HOT. OR HT INSUL. HEIGHT INSULATION WDW. W/H WINDOW WATER HEATER INT. INTERIOR W.I. WROUGHT IRON DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN PTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN UP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF STRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN ERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION ED ON THE DRAWING SET. REV. I DATE REVISIONS DESCRIPTION A R C H I T E C T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 Phi: 407-774-6078 FAX: 407-774-4078 www. a bdesigngrou p.conm AA #: 0003325 INDEX OF DRAWINGS aumDrv. & r.OT: SHEET # DESCRIPTION CREEKSIDE PG Cl—COVER PAGE LOT# 86 PG GN—GENERAL NOTES PG 1 —FOUNDATION PLAN P3Et0J1COT# PG lA—DOWEL PLAN JNCEALEO FASTENERS OR ATTACHMENTS 04321.000 PG 1B—LINTEL SCHEDULE ARE THE RESPONSIBILITY OF THE AMODEYU PG 2 —FIRST FLOOR PLAN CONTRACTOR OF RECORD PG 3 -SECOND FLOOR PLAN 4EJB PG 4C—FRONT AND REAR ELEVATION e r 2 8 0 7— E LLE" PG 5C—RIGHT AND LEFT ELEVATION PG 4C.1—WALL ASSEMBLY G �: PG 5C.1—WALL ASSEMBLY LEFT PG 7C—ROOF FRAMING PLAN "ESE PLANS AND ALL PROPOsi!D WORK -1-0 PG 8— FIRST FLOOR ELECTRICAL PLAN REQUIRED ev IFLANY NSPE PAGE: PG 9- TORS H SECOND FLOOR ELECTRICAL PLOY 'IF NEC=SSARYINOnDERRor"Ar PG D1—FOUNDATION DETAILS/SECTIONS 111LY WITH ALL APPLICABLE CODES COVER PG D2—MISC. DETAILS PG D3-1—STORY WALL SECTIONS & NOTES PAGE PG D4-2—STORY WALL SECTIONS 160 MPH EXP, C PG D4.1-2—STORY WALL SECTIONS i—RR WALL PG D5—MISC. DETAILS kMELBOURNEj PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS ARCHITECT: PG WA4—WALL ASSEMBLY DETAILS STATE OF FLORIDA r- I PG WA5—WALL ASSEMBLY DETAILS MAR 7/�nt 8 571: LiJI.""i".�, i nl;j IIIII;r n it -, •y } "✓Ct:"tivr;D FOP {� *, RE I `5 5 JAMO=S J. CANMELL DATE _ AR NO 12079 IIEiIi:; :D111", mI;'F•h??TyF:aC.F'7` ,tiJ4R DATE: 11/12%1fi gli=T " GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN SNOW SPEED TOPOGRAPHIC DESIGN WEAtI �ERINCz° FROST LINE TERMITE° DESIGN UNDERTLAYMENt I IAZARDS 8 1=REE2(NG ANUAL LOAD (MPH) EFFECTS CATAGORYF DEPTH TEMP' REQUIRED` INDEX' TEMP NA 1 160 C NA INEGLIGAIBLE T NA I VERY HEAVY 42 NA I SEE SURVEY NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINIS ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R302.9.4 BE IN FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FIBC R302.10.1 THROUGH FBC R302.10.5 DOUBLE TOP PLATE 51=4032' O.C. FASTEN IST FLOOR STUDS TO 2ND FLOOR STUDS SIMPSON META-36 a 32" O.C. MAX HEfGHT OF — GARAGE VARIES WITH SLOPE w 4 zl I � m 2x CONTINOUS STRESS 51-OrKIWP MID WALL 2x STUDS A 16" O.C. MAX, U.Ox J' T t G SUBFLOOR GLUED AND SGIEWED AS PER FASTNER SCHEDULE PRE -ENO FLOOR TRUSS DOUBLE TOP PLATE 2x CONTINOUS STRESS BLOCKIW.x MID WALL STUDS IS' O.G. MAX SECURE OT. PLATE TO SLAB W/ 10d MASONRY NAIL m 32' O.G. MAX (2) «5 REDAR ON CHAIRS `-4' CONC. REINFORCED W/ 6"X6' WI.4XWI.4 WWF OR FIBEIJ"fESH ON 6-MIL VAPOR RETARDER ON WELL -COMPACTED CLEAN FILL, TERd"gTE TREATMENT TO BE BORA-CARE APPLIED AT FRAMINGk. WALL AT GARAGE FAN ►ee EXTERIOR MASONRY WALL BRG. HEIGHTS II'8" BIW. &-S" BRG. LOAD BRCS. WALL SQ.FT. CALC. S IST FLR. LIVING 1330 SQ. FT. 2ND FLR LIVING 1493 60. FT. TOTAL LIVING 2823 SQ. FT. GARAGI= 454 50. FT. POD 31 SQ. FT. LANAI 80 SQ. FT. TOTAL 3388 SQ. FT. A/C VOLUME 235CII cv D�3L. TOP PLATE BAR DETAIL SCALE: DAKE COWONENT AHD G'LADDNG WAD LOADS SASIC WND EVOMM FOR 3 SECOI0 OUSTS OPE100 AND TYPE Smff FOOTAGE ZONE 100 MPH W@D (Volt} FEMAKS MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR. MIN. CRITERIA S.G.D. MIN. 41 5 31/-39 CRITERIA 160-l0 O.H.P. 112 5 31.0/-34.6 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFLED PER SECTION 612,2 OF THE FBCR 5TH EDITION (2014) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTWL DATE 07/08h$ P LAN NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEMBLY TO BE THERh4A-TRU FIBEF3CzLASS DOOR W/ TRANSOM (SINGLE ASSEMBLY) - 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO BE EQUIPPED W/ SELF -CLOSING DEVICE PER SECTION R302.5.1 OF THE FBCR 5TH ED. (2014). A R C H I T E C T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 v® �tJHDIK. de L03': CREEKSIDE LOT# 86 FROJMCT* 04321.000 MODEla 4EJB 2 8 ,ryr" y0y+'7ELLEp—®0" LEFT PAG I& FIRST FLOOR PLAN 160 MPH EXP. C MELBOURNE ARCHITECT- STATE OF FLORIDA MAR Y!10 2018 BC :1/4„mil 0„ *NOtE: NAIL_ 6I 4EAt4NCz t0 ALL 2X A5 PIER EXT. 5NEAI-4NCs NAIL[Nra, ad 4" O.G. MAX 'a EpGE5 4 &''-a O.G. MAX IN THE 1=1ELD Zx RIDGE ONE SITE LaRCs]=R SECURE 2x6 MIN. TO BLK W/ (2) "XS' A -BOLTS 4' EMBEDMENT MIN. THAN RAFTER SIZE A W/ 2'X2"Xre WASHER AND NUT SPACED EVENLY FROM FLOOR TO MIN. (3) 12d NAILS OR DBL. TOP PLATE GARAGE POOR IN JOINTS PRIOR TO FILLI I MIN. C4) IOcI GUN NAILS -L' 2x4 COLLAR TIE AT EVERY OTHER ` _� DBL. TOP PLATE 2X4 16" Off. MAX.� RAFTER W/ _ 2X4 16' DG. MAX SECURE 2X4 TO ® MIN. (3) 12d NAILS OR WOOD Ws 61-8' MIN-(4) 10d GUN NAILS— w O.C. STAGGERED GCGERED _L 2x RAFTERS SECURE 2x4 W/ 2-�1(G,' BEeuRE 2X4 W! PIN1/4' TAPCONS OR DRIVE PIN __ NO NAILER SECURE TO TRUSSES TAF'GONS OR DRIVE PIN (MIN. 8µ4NK SITE _14l3 MIN. '�� 0 - BELOW W/ tMIN. SHANK SITE .145 MN. HEAD SIZE 300 MIN. SECURE 2x4 ON (2) 12d NAILS OR HEAD SIZE 300 MIN. EMBEDMENT 1 Y4' WAN 8' EMBEDMENT 1 Ya' EXCEED D FLAT TO BLK (3) 10d GUN NAILS s EA TRUSS �• EA r= D NOT TO EXCEED T. PLA EA. END NOT 18' O.CrMAX AfRC;-4I.UAY uu CUT NAILS. S, O.C. MAX ---- SIDES: DO 2X6 GARAGE DOOR BUCK W/ (rW RAFTER TO TI�05 MTS-12 2X4 SOLID 15L I 15T. PLATE ---- C»j A'X7' A-5 LT6 4' EMEEDMENr MIN. M CREATE VOIAND NUT D STTTRALLVON 41T SECURE T AT INCG 1/2' cpx SPACED EVENLY FROM FLOOR TO 2X4 SOLID EL LNG 1/2' CD WITH MIN. 2-12 K GARAGE DOOR HDR IN JOINTS ROOF PECKING OVER BEGURE TO EA HIND EA PRIOR TO FILLING. PRE-ENG t1e^1iSSES WITH N. 2-12d R LK I-2X6 PT BLOCK a CENTER OF A DOOR HEADER WKI)J%'X8' J-BOLTS PRE-ENG. TRUSS EXTERIOR ARCHWAY EXTERIOR ARCHWAY 4' EMB>=DMENT uu z"x2'>dG' WASHER o ALTERNATE CONNECTION %��LONV. FRAMED ROOF WITH WINDOW 6' SGALE: In"=I'-0' AND NUT. MSTA-24 RAFTER TO BLK'G 1 SCALE: i3ETWEEN TRUSSES SGALE: --. 2X4 SECURED TO » GABLE ENG W/(2)12d NOTE&0 PRE-ENG TRUSSES W/ TRUSS II15 UPLIFT or_. . CONNECTOR VERIt-Y W/ SIMPSOM HTSM20 ALL ANCHORS SHALL BE IN ACCORDANCE TO FRAMING PLAN W/10 I0d TO TRUSS - 2X4 SECURED TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE AND (4) 1/4' x 2 1/4" GABLE END SUCH INSTRUCTIONS ARE MORE STRINGENT OUBLE TOP PLATE W/(2)I2d®EA. UPRIGHT RIPPLE STUDS a 16' O.G. PO�p LINTELONT GARAGE DOOR MAX r..., (DaBU�CJK ATTACHMENT 1-LEADER SIZE PER SIMPSON LSTA-12 ® EA. JACK » Igm UPLIFT (2) SIMPSOM HTSM2V SPAN CHAR% $TUD, BOTH SIDES OP INSTALLED ON OPPOSITE GBLE: I/2' = I' -0' OPENRJCs L-30 a COX PLYWOOD 2x STUDS s 16' O.C. MAX W/ WAV 10d TO TRI55FACES OF 51-OCK WALL \ GABLE BLOCKING ?x TRUSS SHEATHING. SHEATHING TO BE AND (4) 1/4' x 2 1/4" , 2x4 BLOCKING DOOR WITHIN � OF WINDOW/ DOOR TAPGONS TO CONT ' a EA. RAFTER L-30 EA RAFTER H2.5 EA. RAFTER 2x4 RAFTER a 24' O.G. —2x4 FRAMING (TYP) f,��CLOSED VALLEY FLASHING DETAIL FRAMED OVERHANG 2X4 DBL. SP4032' OL. MAX 2X4 DBL. 2X4 TOP PLATE TOP PLATE TOP ! BOTT TOP PLATE I/2" CLG. BOARD fFF� FAB PIS-FAB 7T '-PRE-FAB TRUSS I/2' GLG. BOARD TRUSS I/2" CLCx. BOARD- TRUSS -FAB Q TRUSS I/2" CLG. BOARD I/2' DRYWALL CONT. METAL 2X4 WOOD TRACKS, TOP ! STUDS alb' BOTTOM O.G., UA 1 ' DRYWALL 1/2" DRYWALL 2 2X4 WOOD 2X4 GO STUDS a16" STT G IANNEL SNAPPED LNG O.G WAN, 2X4 WOOD MI LL STUDS a24' STUDS 24' O.G. W/ D-WALL SECURE BT. PLATE LAYER OF 1/2' OEGURE 8T. 1/2'XV A.B. TO SLAB W/ 10d O.G. TYPE GYPSUM PLATE TO SL -I/2' DRYIUALL 32' O.G. T' MASONRY NAIL s WALLBOARD W/ 10d MA EMBEDw32° O.C. MAX ATTACHED TO EACH IL n NAs 3 ' � 2X4 PT. SIDE s 12' O.C. I I MAX SEE FO TION PLATE GONG. SLAB FOR )E AILS GONG. SLAB CONC. SLAB C. SLAB SEE FOUNDATION P �I C4 1ST FLOOR 1ST FLOOR TYPANT. WALL INT. BEARING WALL INT. BEARING WALL TYP. INT. WALL METAL STUDS (NO UPLIFT) Q (W/ UPLIFT) (NON—BRG.) (NON—BRG. ) 8 SGALE: V2'.P-0' V SGALE: I/2'.r_0" S SGALE: 1/2'.P-0' 8 SCALE: 1/2'-1'-0" OPENING OPENING AND SECURE PER POURED LINTEL NAILING SCHEDULE KING STUDS (SEE HEADER � SPAN CHART FOR DETAILS �F'RE-ENG TRUSS AND SPECIFICATION) JACKS (SEE HEADER SPAN CONTINUOUS CHART FOR DETAILS AND BOND SEAM � SPECIFICATION) JACK STUD ASSEMBLY TO BE �CUREDAIILS TWO WITPINI6 LLL THAN 12' O.C. STAGGERED L 1/2"x9' A.B. MIN.'T' TAP CONS EMBEDMENMT 8' FROM EACH MIN. 2' COVER TYP. INTERIOR END ! 32' O.G. MAX. 2' APART 11 DOOR OPENING WD FR SP4 OR 145 a TOP AND BOTTOM PLATES a EA. RILL scaLE:ln'=r-�' TRUSS ANCHOR LENGTH STUD, BOTH SIDES q RETROFIT OF OPENING. 1 N.TS. LINE OF SLAB 05 RESAR VERT_ IN CORNER BEAD SOLID GROUTED CELL SEALANT ! 5/8' THICK 3 COAT-- BADGER ROD CEMENT PLASTER 8' CMII SEE APPLIED STR0MRAL POR PIRECTLY TO PEINFORCEMENT MASONRY 2x6 P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT 6PPROFROM MIIAMI DADS COUNTY WEATµER STRIP j MOULDING ALL AROLMP (DY GALV. STEEL. ---- POOR MANUR) TRACK 6RACKETS PASTENEP TO WOOD JAMS W/ L 3/16'xl 1/4' LAG GALY. STEEVERTICAL TRACK BY MAUF. OVERHEAD DOOR CRE SWB I MIN MY OTHERS SLIDE ' FASTENED TO ROOM SGALE: Rl4K2 rr]] GARAGE DOOR JAMBS CARRIAGE BOLTS 1 "J SGALE: 1/2' ?I T -- Q AND LOCK NUTS. 3 TRUSS TO WOOD FRAMNG SIMPSON MTS-12 PRE-ENG TRUSS � ^° DOUBLE TOP PLATE FYI -EPIC. tRU08 2x CONTINOUS STRESS BLOCKING MID WALL DEL2x TOP PLATE 5P4032' OG. MAX 1/16' OSB, w 2x STUDS a 16' O.G. MAX, vN U.ON. - J' T ! G BUBFLOOR GLUED 2X BLOCKING a AND SCREWED AS PER TOP OF FASTNER SCHEDULE 1/2, CDX IST FLOOR 57=5 TO a 2ND FLOOR STUDS 2X STUDS 16' O.C. MAX. SIMPSON TA-36 a 32' 2X 5TM, PLATE — O.C. I 3/4' FLOOR DECKING '( MSTA-36 32° O.G. /' 6 '1 l MAX✓/j '� / PRE- ENGI D PRE -ENS FLOOR TRUSS FR DOUBLE TOP PLATE RED 2x CONTNNOUS STRESS R TRUSS LO BLOCKING MID WALL (I CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK 2x STUDS a 16' D.G. MAX, W/ 1/4" GAP FROM BLK TO O.S.B. U.ON. 1/2' GYP. WL. BD. O HORIZONTAL 2X S.PP. STRUCTURAL BLOCKING AT SECURE BT. PLATE TO PERIMETER OF OSk3. TO PROVIDE CONT. NAIL PATTERN SP4s32' O.G. MAX SLAB W/ Jj'x9" ANCHOR 0 REMAINING AREA TO BE SµEATµED FROM DBL. TOP BOLT W/ 2' WASHER SET IN PLATE TO HORIZONTAL BLOCKING. SIMPSON µfGN STRENGTµ a EPDXY 1" EMBED. MIN. ® SHEATHING s TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OP 16' PROM SHEET BELOW • . SIMPSON SP4 a 32' O.C. MAX QQ INSTALL ALL SHEETS WVACE GRAIN PARALLEL TO STUDS &-0"_OPENINS G^ °°.4 PRECAST LINTEL Q ° 4 a 9 i � q ° TO SECURE TO FRAMING, NEED MIN 1 1/2', LESS TW I a i ° 1 1/2', WINDOW MUST EVEL e SECURED t0 51-t►�:N'.+'� a BLOCKS (12x TO BLOCK W/ (2) r3 T�AICONS OR DRIVE PIN (MIN SHANK SIZE J45) (MIN EMBED. 1 4") a WITHIN S" OF EACH END AND IS' O.G. MAX SPACING. a-.. ° 4 CMU WALL a Q aq a ° G a b a a d a a as I a 4 a a s d a ga r� ARCH WINDOW FRAME -� PRE -EPIC TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE PRE-ENG TRUSSES OR GONV.FRAMED RAFTER$ CRIPPLE STUDS a 16' O.G. MAX PRE-ENGINEERED SIMPSON LSTA-12 a EA. JACK TOSS STUD, BOTH SIDES OF OPENING. T15-12 2x STUDS a I6" O.C. MAX W/- 5HEATHING. SHEATHING TO BE WITHIN }' OF WINDOW/ DOOR OPENING AND SECURE PER 2X4 i NAILING SCHEDULE TO J_ TE KING STUDS (SEE 4-FADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN O.S.B. SHEATH OR ;I" 2X4 X D5 16" 0.G CHART FOR DETAILS AND GDX PLYWOOD. ED - SPECIFICATION) PER FASTENE PULE 7J16" 05.B. JACK STUP ASSEMBLY TO BE T D2 MTS-12 SECURED ONE PLY s A TIME. TEXT. i=1NfSl 4 USE 12d NAILS, TWO WITHIN 6' FROM EACH END ! NO MORE ING UNDER THAN 12' O.C. STAGGERED x WA STUDS SCURE ETA-16 SP4 OR µ5 s TOP AND EN TRUSS BAYS W/ NGI E SSR1=D BOTTOM PLATES s EA FULL (3) 12d'e EACH END CMU WALL LENGTH STUD, BOTH SIDES 2x DOUBLE TOP PLATE OF OPENING. STUDS s 16' OZ. SHEATI ING TO LAP TO BOTTOM OF PRE-ENG'D MT5-12 a EVER STUD TRUSS BELOW- SHEATHING MUST NOT BREAK I'-4' MIN. 2x4 BT. PLATE ca INT. 2—STORY L.B.W. EXT. WALL SHEATHING TYP. EXTERIOR WINDOW/ FROM ZND PLR LINE. DORMER /; 1 KNEE WALL DETAIL @ ENTRY SCALE: In'.I'-0' 1 V SGALE: 3/4'=I'-0' $Q4LE:IR°=r-o 14 DOOR OPENING WD FRAMED ATTACHMENT $GALE:Ia'=,'-0' 15 $GALE: I/2'=I'-® CON"PROL I)ATE: 07/01-/15 i ARCHITECT S 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w CREEKSIDE • / S+ 3lE0DZ3Lb 4EJB 7)2807-ELLE11 GAMAGE S G: LEFT PAGE: MISC. DETAILS 160 MPH EXP. C ARCHITEGT� STATE OF FLORIDA I °, c 11 /,12 /16 ®S�Cy M: 1/4, -,O ' 8 y #hy9 ^J