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HomeMy WebLinkAbout1220, 1224 Petersen Pl`fP1 oloNOV 12 2013 CITY OF SANFORD (� -- BUILDING & FIRE PREVENTION PERMIT APPLICATION /9 7 7X-' IF Application No: --` I Documented Construction Value: r Job Address: 0Q1��.� "R— Parcel ID: l - GO (0 Description of Work: Historic District: Yes 0 No 8' Zoning: �'a" � Plan Review Contact Person: 'Fbyl k000 Title: Property Owner Information Name � e "OV400 i WAN Phone: 401-7r:70 -P!)Qa? Street: 'r��� M t�� 60 * 000 Resident of property? City, State Zip: v v ayrioLIm =,�)Q-3aQ Contractor Information Name i :� !.. t1s L►� .��..��. 1 i • -E5000 City, State Zip: 11:yd • - .... .. Architect/Engineer Information Name: 'Lcz VI C V�Q ,lam Street:l���l City, St, Zip: Bonding Company: N I A Address: Building Permit O Phone: 40�T- -T7U(- (00-7's Fax: E-mail: Mortgage Lender: N /A Address: PERMIT INFORMATION Square Footage: I CP(O Construction TypeQi No. of Stories: a No. of Dwelling Units: Flood Zone: KO Electrical O Plumbing D New Service - No. of AMPS: New Construction - No. of Fixtures: Mechanical O (Duct layout required for new systems) tV — 02 O, S 3 a as Fire Sprinkler/Alarm 0 No. of heads: CAIef NOV 12 2013 D, CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 97 Application No: 1 Z� Documented Construction Value: $ t Job Address: Historic District: Yes ❑ No Parcel ID: L1-aO-W—'301- W00 -W00 Zoning: Description of Work: �. t•I ... �R.•. Property Owner Information Name � e "Q600t k"N Phone: 4CM ��7 -- V!)QC U Street: F5lut 0 Mtkl�z esd * 000 Resident of property? City, State Zip: 0&(r(!Q Im -&aQ Contractor Information Street: l`75�r 3f=' kj�-6 6)(d i�(12M Fax: of-TP5- 1"� I cl;? 1 lnW • ..• Architect/Engineer Information Name: `Jka1n --iV 1,lQ Street: I�'1� N1(il City, St, Zip: IFS[ _Y�`1'�� Bonding Company: 14 1 A Address: Building Permit D Phone: 40�7- -TT- oO T'S Fax: L40_1 E-mail: Mortgage Lender: N /A Address: PERMIT INFORMATION Square Footage: 1 QQ(D Construction Type: No. of Stories: No. of Dwelling Units: CQ Flood Zone: ko Electrical O Plumbing O New Service- No. of AMPS: �00 New Construction - No. of Fixtures: Mechanical ❑ (Duct layout required for new systems) f 3 ,t 300 Fire Sprinkler/Alarm O No. of heads: The Reserve at Hidd n Lakd Imm AC. ADJUSTABLE PW, D15HWA511ER HR. HOUR REF. REFERENCE A/C AIR CONDITIONING DWR DRAWER IIYD. HYDRANT REINF. REINFORCE (D) (INC) ALT. ALTERNATE DWG. DRAWING IN. INCA R.A. RETURN AIR A.B. ANCHOR BOLT DIV. DIVISION INCL. INCLUDE (ED) (ING) R,l5 ROD AND 51IELF ABV, ABOVE ON. DOWN INSUL. I115UL.ATE RM. ROOM A.F.F. ABOVE FINISHED FLOOR U5. DOWNSPOUT INT. INTERIOR R.O. ROU&II OPENING ARCH. ARGHITEGTURAL ELEC. ELECTRICAL KI1. KITCHEN SGH, 561-JEDULE AUTO. AUTOMA FIG EA. EACH LAM. LAMINATE SHT. 511EET ASPli. A5PHALT Eo. EQUAL LAV, LAVATORY SIM. 51MILAR BM. BEAM EQUIP. EQUIPMENT LAUN. LAUNDRY S.G. SOLID GORE BRC, BEARING EXII. EXHAUST LVR. LOUVER 50L. 51NGLE BE r. BETWEEN EXIST. EXISTING LTG. I-IGHTING SPEC. SPECIFICATION B.L. BUILDING LINE EXT. EXTERIOR LT. LIGHT 5Q. SQUARE BLK. BLOCK FIN. FIN1511 M.B. MAGHINE BOLT 510. STANDARD BI -0. BLOCKING FLR FLOOR MFR. MANUFAGIURE (R) 51 STEEL BD. BOARD F.D. FLOOR DRAIN MAS. MASONRY 5TOR. STORAGE BOT. BOTTOM F.B. FLOOR BREAK M.O. MASONRY OPENING 5TRUG1. STRUCTURAL BLU&. BUILDING FLUOR. FLUORESCENT MAIL. MATERIAL 51M. 51MILAR GAB. CABINET Fr. FOOT MAX. MAXIMUM 5Y5. 5Y5TEM GPT. CARPET Fr6. FOOTING MEGII. MEGHANIG (AL) 5IIT0. SkEATHING GLC. CEILING FND, FOUNDATION MEP. MEDIUM TEL. TELEPHONE GLC, HT. CEILING HEIGITT FURR. FURRED (ING) MEMB. MEMBRANE W. TELEVI51ON GEM, GEMENT FU r. FUTURE MrL. METAL TEMP. TEMPERED G FR. CENTER FR. FRENCH MIR, MIRROR THRE5. THRE51OLD G.T. CERAMIC TILE F.A.U. FORGED AIR UNIT M15G, MISCELLANEOUS T46 TONGUE AND GROOVE CLR. CLEAR (ANCC) F.05. FACE OF STUD MIN. MINIMUM TTP LINE TEMP 4 PRE55URL= LINE GLO. CLOSET F.G. FIXED 6LA55 MLD, MOLDING T.0.5. TOP OF 51 -AB COL. COLUMN F.5. FREE 51ANDINO N.T.S, NOT TO SCALE T.O.P. TOP OF PLATE CNG. CONGRETE 05T -IN-PLACE) F.J. FLOOR JOIST OFF. OFFICE TYR IYPIGAL COMB. COMBUSTION GA, GAUGE O.G. ON CENTER T.BP 1, TOP OF BEAM CMU CONCRETE MA50NRY UNIT GALV. GALVANIZED O.H.C. OVER HEAD CABINE r FPL. FOP PLATE CON5T. CONSrRUGrION 6. G. GENERAL GoNTRAGToR O.H.D. OVER HEAD DOOR U.O.N. UNLE55 OTHERWISE NOTED CONT. CONTINUOUS OR CONTINUE 6L. 6LA55, GLAZING OPG. OPENING VEST. VESTIBULE GJ. CONTROL JOINT GL. BLK. 6LA55 BLOCK OPT. OPTION, OPTIONAL V.0:I. VINYL COMPO5I[ION TILE CORR. CORRIDOR GYP. BD. GYPSUM BOARD OB5. OBSCURE V.I.F. VERIFY IN FIELD G.W. GOLD WATER GYP. G(P5UM PNL. PANEL V.T.R. VENT THROUGH ROOF GER. CERAMIC, 6.1. GALVANIZED IRON P,BD. PARTICI-E BOARD W.G. WATER CLOSET CIR. CIRCLE &WB. 6YP5UM BOARD PL. PLATE WP. WATER PROOFING GLK.G CAULKING HDW, HARDWARE PLMB. PLUMBING w/ WITH G.J. CEILING JOIST HDR. HEADER PLWD. PLYWOOD WIN. WINDOW DET. DETAIL ILV.A.G. HEATINGNENTING/ PVC POLYVINYL GI-ILORIDE w/0 WITHOUT DIAD, DIAGONAL AIR CONDITIONING P5.1=. POUNU5 PER SGUARE FOOT WP. WOOD PIA. DIAMETER +Il. (1161.) HEIGHT P.S.I. POUNDS PER SQUARE INCH H11 WASHER AND DRYER DIF. DIFFU5ER N.G. HOLLOW GORE P.L. PROPERTY LINE W.I. WROUGHT IRON DIM. DIMENSION Nx HOLLOW METAL PR. PAIR HA. WATER HEATER DISP. P151DENSFR HoRIZ. HORIZONTAL RAP. RADIUS W.R.G.B. WATER RE515TANT DR. DOOR II.B. HOSE BIBB, RECP. RECEPrAGI_E GYPSUM BOARD '2-PLEX' LOT 1 /2 ELEVATION - "MEDITERRANEAN" I. IT 15 THE RE5POH5I3ILITI' OF THE DR HORTON (PRH) CONTRACTORS TO REVIEW THE5E PLANS AND CNTAGT DRH WI IH ANY 6OHFLIGT5 PRIOR 1.0 THE BEGINNING ANY WORK. 2. 00 NOT 5GALE THESE DRAWINGS, GONTAGT DRH GOHSTRUGTION MANAGER WITH ANY GONFLICS IN THE PLANS PRIOR TO BEGINNING ANY WORK. 3. I1-15 THE INTENT THAT THESE DRAWIN65 BE IN CNFORMACE WITH THE 2010 FLORIDA RE5I9EHTIAL CODE MI, 200b NEG AND ALL APPLIGABLE LOCAL, GOUNTY, STATE AND FEDERAL GCE5, ORDINANGE5, LAW5, REGULATIONS AND RE5TRIGTIVE GOVEHANT5 GOVERNING THE SITE OF WORK. 4.5EE DRI -1 FOR 56OPE OF WORK AND OR 5PE0FIGATION5 FOR ADDITIONAL INFORMATION. 5. SEE SHEET 5-1 FOR GENERAL STRUGTURAL NOTE5. 6. ALL DIMEN51ON5 ARE FROM FADE OF 1%" BLOGK WALL. (OR EDGE OF FLOOR SLAB) TO FADE OF WALL 5TUD U.N.O. -I. ALL INTERIOR WALL5 ARE 3/2" U.N.O. 8. AIR CONDENSER GONG. SLAB TO BE 4° THICK MINIMUM. WHEN PAD IS NEXT TO LANAI, IT SHOULD BE SAME LEVEL A5 LANAI. q. ALL WALL CHASES f0 BE GAPPED hl 11-10513 BOARD AT WALL HE16HT, 10. FIRE BLOGKING SHALL BE INSTALLED IN FLOOR TRU55 HE -B-5 EVERY 10'-0" 11. SEE 5TRUGTURAL 5HEE-15-5 FOR WATER INTRUSION APPLI6ATION5. 12. WATER SHUT-OFF LOCATED IN51DE GARAGE 18" ABV SLAB OPPOSITE HO5E BIB LOCATION ON THE EXTERIOR GARAGE WALL. 13. DRYER VENTED TO EXTERIOR THROUGH ROOF OR THROUGH WALL, 14, WALL SEPARATION BETWEEN GARAGE AND RESIDENGE AND ATTIC 5PAGE TO BE 1/2" 6'(P5UM BOARD APPLIED -LO GARAGE WAIL AND CEILING AREA CALCULATIONS UPPER FLOOR LIVING AREA MAIN FLOOR LIVING AREA 101 AL L IVINCi Ai,,t-A PORCH COVERED PATIO GARAGE PERMIT s • COMP FILE COMMUNITY lot. A ISSUED q.3.13 REVISED X1.13.13 s . SHEET INDEX - 2 STORY PLAN DATA s . • DWN BY: R.R. • CHECKED BY: D.D. SHEET NUMBER C S OF c11 CCj clz; N s . SHEET INDEX - 2 STORY PLAN DATA s . • DWN BY: R.R. • CHECKED BY: D.D. SHEET NUMBER C S OF F� all SH }- A/C CONDENSER PAD VERIFY 51ZE 4 LOCATION i[l IN FIELD. VERIFY CONDENSER TO PAD CONNECTION WITH MANUF, 8H -}- GONC, PATIO I I I GONG. PATIO INDIGATE5 I - 15 VERT. RECAR IN MASONRY CELL FILLED SOLID U1/ CONCRETE. VERT. REINF, SHALL E)E HOCKED INTO BEAM ABOVE 4 FTG. BELOW PROVIDE 25' MIN. L AP WHERE SPLICED AND WIRE TCGETHER — -_ -I- HB W :v {�- U w LU Ld = a -F HB =r v HCl SCALE: 1/4' = 1'-0' L A L E E -" - � DENOTE5 RECH5 IN ❑AB DENOTE5 5TEP D01 AND MEMU ❑ENT IN 5LAB DENOTE5 ONE O� VIERT, REM FILL 50LID F ❑ FG. TO TIP F-3EAM DENOTE5 ONE 45 VERT. REBAR FILL 50LID � COLUMN DA517. dJ V-2' 2'-a' 1'-1' I' I' 2' 8' 3'-8' 21•8' 1'-1' O P®1 -TLS ■ ■ ■ ■ e --�- ® -F=------T ■ ■L a ■ � I I c( 1 -r I NDIGAfE5 OPENING I ■ ■ _ —_ - - ■ - w � - _- - _ IN WALL A50VE - --- ■ ■ TYP. I ■ I 1-1/9'D ECE55 FOR - — — — — — — — — — — — 1-1/2'D RECE55 FOR I ■J I SLIDIN(x GLASS DOOR (F 5 I A4 I I I SLIDING GLASS POOR I ■ I i 7, I I I I I I I I I INDICATES OPENING IN WALL ABOVE - ' w TYP. I I '�I I ■ 9'-31 I TO PLUME WALL FACE I I TO PLUME WALL FACE I I I I ■ I I I 0- I I I �I I I I I I ❑ `� E <2� a ■ Q, ❑� Ek 2:13 ❑ I ■ ❑ I I Imo; ' I 1 4r I A✓ l- I V`9 LA/ I I I I I ■ LINER _ I I I W/G I /c I W/(-- I r _ ■ L —I- I61•0' 47 _ I r I r- 6'-5' 1 21- ' '-3' I 6' 5' 6' 0' 6' 4' ■ BOLLARDi I I I I I I I I I I I I BOLLARD I ■ I I I I I A ❑ cF ; U i I 1 8 1 1 1 A 1 I 1�-- I -- I I ❑❑ I alll ❑❑ I I -- I ■ I ❑ '� L o �' I 4' 6' 4'•2' I 4'-2' ~L I 4' 6' `L `� ■ - ELEVATION AT 0' 0" (ASSUMED) I ❑ I I 4' THICK, 2508 P.S.I. CONCRETE I 1-4- I SLAB ON GRADE W/ 6xo /p WELDED WIRE MESH OR FIBER CF�T MESH OVER 0 MIL VAPOR I ra I I I ■ I I 5ARRIER ON CLEAN, WELL - COMPACTED, GRANULAR FILL, - 1-1/2'1) RECESS � I \.. C( D RECESS - I h - ❑ — — POR DOOR — - 1 I � ------- FOR DOOR IIrI _,� ■■ - _ _. _1 �I■ ■ - ■■ 12' 4' 8` 5' ?' - . 2'•10' 2'-10' u 3/4'D RECE56 FOR GARAGE DOOR _ � ■ ■ _ `L'` _ ' ° ■ ■ ■ F -LU _' ■ `'> _ ■ I 3/4'D RECE55 FGR I GARAGE DOOR ■ L _ , `F:5 CF� 5'•0' 8' 2'•4' 2'4 8' 5'-0' 1 I'•6' 8' 42'-0' INDIGATE5 I - 15 VERT. RECAR IN MASONRY CELL FILLED SOLID U1/ CONCRETE. VERT. REINF, SHALL E)E HOCKED INTO BEAM ABOVE 4 FTG. BELOW PROVIDE 25' MIN. L AP WHERE SPLICED AND WIRE TCGETHER — -_ -I- HB W :v {�- U w LU Ld = a -F HB =r v HCl SCALE: 1/4' = 1'-0' L A L E E -" - � DENOTE5 RECH5 IN ❑AB DENOTE5 5TEP D01 AND MEMU ❑ENT IN 5LAB DENOTE5 ONE O� VIERT, REM FILL 50LID F ❑ FG. TO TIP F-3EAM DENOTE5 ONE 45 VERT. REBAR FILL 50LID � COLUMN DA517. In"w x 0"6 OONC,. YONOLITWI('. FOUNDATION w/ (2) #5 REBAR (ONTINUOI)5. EXT �Rllo lry (Gf FOUNC)ATION SOL -10 W/ c -,()Nr,. GDL-AD ON 6RA�)E-. SEE �ON5T LJC,TION 0 -TAIL- FOP. APr )ITIONAL INFO. l(,"u, x 12"d CONC. r'1ONOLITNIC FO(JNL)ATION w/ (2) 15 PE5,4F, OONTIN❑u�. INTEF�IOR (2 F❑NDATION F-'OLIF❑D ❑L_ID UJ/ CONC. ❑AF3 ON GRADE. `❑E CGWTRUGTION DETAIL.5 FOR AL❑ITIONAL INFO. 12"w x 0"d CONC. MONOLITF-11C FOLINDATION L/ ((1)'15 REBAR GONTINUOU5, ExFERIOP F� FOUNDATION POURED SOLID w/ CONC. SLAB ON C:�F--,IAL)E SEE CONaTRV.TION DETAILS R )R AE)DITIONAL INFO. 24"LU x 12.'d CONC. MONOLITLIIC FOUNDATION w/ (3) 15 FEU)AR CONTINUOUS. INTERIOR CF( FOUNDATION POUREL) 50LID w/ GONG. 5LAB ON r -$FADE. SSE CONSTRUCTION DETAILS FOR ADDI'FIONAL INFO. 201'w x 20"d CONC. MONOLITHIC FOUNDATION w/ (3) 15 F'.'54P GONTINUOLIS. XTcF'IOh? (> 5 FOUNDATION F'OUReD 5❑I) LU/ CONC, SLAB ON CSRADF, SEE CONSTRUCTION DETAILS FOR AbDITIONAL INFO. TO THE FEST OF THE ENGINF.FR'S f=.NOWI_EDGE, THE FL.t\N5 AND SPEGIFICATION5 COMPLY KITH THE MINIMUM r FOUIREMENT5 OF THE FLORIDA 5UILDING CODE - RESIDENTIAL SECTION 8501(2010 EDITION) PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING GORE, SECTION 160 FOR 151 MPH WIND ZONE (2010 EDITION) THIS DRAWING 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED OR UNTIL THE REOUIREMENTS OF THE FLORIDA BUILDING GODS 15 CHANGED. THIS DRAWING 15 SIGNED AND SEALED FOR THE STRIJGTURAL PORTIONS OF THE DRAWING ONLY. ARCRTEGTURAL, ELECTRICAL, OR MECHANICAL DETAIL5, IF SHOWN, ARE FOR V15UAL REFERENCE ONLY AND ARE NOT GOVERED UNDER THIS SEAL. NOTE: IT 15 THE GONTRAGTOR5 RE5PON5151LITY TO REVIEW ALL DRAWING5 BEFORE CONSTRUCTION 5E6,IN5. THE ENGINEER OF REGORD IS RE_ FONSIBI .F FOR THF STRUCTURAL INTEGRITY OF THIS FROJEGT ONLY. ANY DISGREPANGY BETWEEN FIELD GONDITIONS, OTHER DESIGN PROFESSIONALS' 5HOF DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWING5 MUST 5E BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE GOMMENGEMENT OF GONSTRJGTION. CONTRACTOR TO VERIf'Y ALL DIMENSIONS PRIOR TO START OF ANY GON5TRUGTION. THE 5TRUGTURE5 GROUP 15 NOT RESPON5IBLE FOR ANY DIMEN510N5, THE 5TRUGTURES GROUP 15 RESFONS15LE FOR PROPOSED GHANGE5 TO ORIGINAL STRUCTURE SHOWN ON THESE FAGE5 ONLY. THE STRUCTURES GROUP 15 NOT RESPONSIBLE FOR FXI5TIN5 5TRUGTURAL GOMPONENT5. The Structures Group, Inc. Dr. Nick M. Bradford, P.L. a.E. FL. Reg. #52585 CA 8956 1711 N. Armenia Avenue:, #B `f'arnpa, F'L 33607 Phone (813)377-3121 Fax (8L3)875-9320 WWW. ;3tructLtt' : 3-GroLLP. com z5 • - COMP FILE COMMUNITY lot . blk ISSUED X1.3.13 REVISED 6.13.13 • • FOUNDATION PLAN FOUNDATION DETAIL6 • • DWN BY: R.R. CHECKED Y: U.D. • SHEET N MBER • A • OF - dJ O P®1 -TLS • FOUNDATION PLAN FOUNDATION DETAIL6 • • DWN BY: R.R. CHECKED Y: U.D. • SHEET N MBER • A • OF - 8H -F A/C CONDENSER PAD VERIFY" SIZE 1 LOCATION IN FIELD. VERIFY CONDENSER TO PAD CONNECTION WITH MANUF. C 11 LL ow -F H5 A/C CONDEN5FR PAD VERIFY SIZE 4 LOCATION IN FIELD. VERIFY CONDENSER 10 PAD CONNECTION WITH MANUF. I rL + HB w II' -2' GMIJ WALL. 19'•a' GMIJ WALL W/ I" (NOM) FURRING. II' -2' 5'-1' S'.1' i7ENOTE5 ONE #5 VERT. RE5A', CELL PILLED SOLID FROM FTG. TO 71E ;P -AM g.6 8' I g.6 ® 5',15.•T. INT. NON -SEARING WALL- SEE FLOOR PLAN FOR HEIGHT. . I PATIO 9'-6'XV-0' PATIO Cld w2 LI a' -� 2430 5H -A4.0 W2� LI a'wl LI �-Jc 5Nn(2,450 4' 14 - (WI)CL a' LU2 I a' W2 LI C-�O CSC -:��� 305 SH �2� 2450 5H� 305 SH 2450 Ski - COV RED PATIO COVERED PA 10 9'-4' CLC, 9'-4' CLC. z 0000 S.G.D. a0a0 5.G.D. Cw ) (L2) ('wlJ (L—') ♦ e GREAT ROOM GREAT ROOM 914 CLG. V-4" CLG. (wL I w 4'-4' x 4'-4' T' S' 24' 4'-6' 21•9' CwL1 36' H. FLUSH ISLAND —I - 36' H. FL USN 15LAND 1 BAR TOP BAR TOP REF. _ F— i - - i — REF. I I p•4' 1 1 w� I O.H. I ❑ 11 wLI I �, Ll� 1 D I 0 IO DlU PEP. PED, D 11� C LAY w % � KITCHEN KITCHEN u I 9'-4' CLG., - PDR ( I PDR - ll NI �J �, 9' 4' CLG. I �; 1 -4" CLG.9'-4' CLG. 108 1 0 PANTRt, 5 5N 17, 2860 —1 2060 — Q u, PANTRY 5 5H DH tL� J 7 44— 64' 38 2.4 4-4 - —441— 441 2'4 3a 64' l i �� (HI 1 ------- WALLS I CEILING TO--- P2WALLS - I Cr - EILING TU GE FINISHEDx x" BE FINISHED D 1/2' GYP BOARD � W/ 1/2'GYP BOARD GARAGE UNDER STAIRS UNDER STAIRS Ea GARAGE w Sc STAR DATA 11 TREADS @ 10° a R15ER5 S 1.30" 3'-6' CLR t A-1 STAIR DATA 11 TREADS ,� 10' 9'-4' CLG. 11 L 3'-6 CLR G w IL t W/ 1' N051NG FOYERL FOYER �E� a 10 I' N, NS 1.30' lU/ I° NUKING I&- tlx -. o o c> ca r V-4" CLG. UP V-4, CLr�, w F, 'I CL P 12'4 4'4" 41•4 4'-4' 4'4' 12'-4'a FINISHED WALLS TO AL ICN HANDRAIL INSTAL LED HANDRAIL INSTALLED VERIF'1" IN FIELD _ r, +36' Af3`J. STAIR N ING OR LANDING � 13'0° ABV. 51AIR r. NOSING OR LANDING W � - r L I w LL tl tq LU , LULU - L) Lu (�I wl� (L2)o P RCH PORCH ` =r 4r co In 4 I — 8010 SECT. W10 SECT. GARAGE DOOR B B GARAGE DOUR (w! (!L2) Cwz� (L2) 2'-6' 8 - - 4.0 1`41 4'101 1'4' ;f 4'-0' a' 2' 6' 6'-0' 2'-6' I3'-0' 16' 0' 13'-0' 42' 0' -F H5 A/C CONDEN5FR PAD VERIFY SIZE 4 LOCATION IN FIELD. VERIFY CONDENSER 10 PAD CONNECTION WITH MANUF. I rL + HB w SHEAR CALCULATIONS NOTE: ALL GI'1U MASONRY WALLS DE61 NED TO RESIST WIND INDUCED SHEAR FORCE6, SHEAR WIND PRESSURE - 35 PSP 2ND FLOOR LEVEL I. FRONT - f3ACK DIRECTION SHEAR FORCE SHEAR WALL REQUIRED SHEAR WALL PROVIDED SAFETY FACTOR 2. 50E - 51DE DIREGTION SHEAR FORCE SHEAR WALL REQUIRED SHEAR WALL PROVIDED 5AFETY FACTOR IST FLOOR LEVEL I. FRONT - BACK DIRECTION SHEAR FORGE S EAR WALL REQUIRED 51-11EAR WALL PROVIDED SAFETY' FACTOR 2. SIDE - SIDE DIRECTION SHEAR FORCE SHEAR WALL REQUIRED SHEAR WALL PROVIDED SAFETY FAG TOR MAIN FLOOR PLAN SCALE: 114' - 1'-0" 24000 = 24.0 138 = 18500 00 3.24 38940 39.0 144 = 31100 34.0 1.01 (>) " X 12" P SSu ;E TFC?[ AT D wooD L.EGDEF? W/ -5/5'4 EPDXY ANGI-10R, BOLTS SPAG ED @ 24" O.<,. (TWO RoN5 STA6)C7ER WLI PATTEFX INTO MASONRY/GONG ETE WALL, C W' EMDEDMENT IN GONGFETE W/ SIMPSON 55-r I EC)DER W/ %"4 EPDXY ANGHORI' BOLTS 5F-)AGEL) @ 24" CSL. (TWO STA(-5HR wL' PATTEF N) INTO MASONRY/C,ONGF' TE WALL. CYC (o" EMBEDMENT IN GONG-F,ETE W/ 51XFSON SET EPDXY). 5TfiP-,IJr-,TLJ ,AL N«T�-: ATTAGN WOOD FF?At-1E WALL TG MASONF r. w/ %a% EPDXY ANCF-101? 50L TS, SPACED a) 24" as (G" EMBED. SIMPSON 5ET EPDX`t ) (3) 2"X4" WD. JACK P05T u1/ (2) 511' -I1 -50N L5TA24 (DJD. BEAM) Off' (1) 3IMP50N HTT4 CONC� PETE) @ 5A5E. U.N.O. l K Bj'EAFING 50LID. H EAE;'EPR. >r-� HIE� -_-C IJL—F- (2) 2"XP," DJD. HFADE-F w/ 1/2" PL -Y, DJD. FLITCH PLATE w/ (1) SIMPSON L STA24 � EA. END. OH5UPP0PT ENDS w/ (3) 2"X4" (MIN. DEPTH) DJD. JACK P05T5 w/ SIMPSON w/ (U 5IMPSON NTT4 (MA50Nr-DY) OR (1) 51MFI ON L5TA24 (DJD. SPAM) @ 545E U.N,O, Lo (2) 2"X12" DJD. HEADER w/ 1/2" PLY. DJD. FLITCH FT PLATE w/ (2) 5IMPSON L STA24 /@ EA. PND. FT HIPPOF�T ENDS w/ (3) 2"X4" (MIN, DEPTH) DJD. S2 -JAG< ' P08T5 w/ SIMP50N w/ (1) SIMP50N L6 -174 (M ^-SONE-'r) 0p (2) 511-IPF)0N L5TA24 FT FT (DJD. c3EAM) @ c3A5E U.N.O, L I NTL VXV PFaEGA5T LINTEL GF .OUTED 50LID u/ Fr CL) (1) 1 5 f�E13AF , INSTALL A5 PER FT CONSTFUCTION DETAILS ON THE CONSTFDUC:T10N DETAIL SHEETS. L F VXIo" 1-1450NP- t G0111`05ITE REAM FT GF,10UTED SOLID w/ (1) 15 PEF'AFl IN FT PF^-�ECA5T LINTEL AND KNOCK -OUT DLO CK CL COUF�SE AE-30VE. INSTALL A5 FEF? C0N5TF'UCTION DETAILS ON THE CON`TFIJGTION DETAIL 5IIEETS. NOTE: ALL PF'ECA5T/P0IJEF50X LINTEE15 SHALL BE 5UPP0F5TE[.) DUHNCG, CONCFIETE GUFaE, TO THE BEST OF THE ENGINEFR'S f :NOVNLEDGF, THE PLANS f\ND SPEGIFIGATIONS GOMPL'( vv 4-I THE MINIMUM REQUIREMENTS OF THE FLORIDA BUILDING GORE - RESIDENTIAL SECTION 8301(2010 EDITION) PLANS AND 5PEGIFIGATIONS GOMPLY WITH THE FLORIDA BUILDING GORE, SECTION 16Oq FOR 131�i MPH WIND ZONE (2010 EDITION) THIS DRAVIING 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED OR UNTIL THE REQUIREMENTS OF THE FLORIDA BUILDING GORE 15 CHANGED, TH15 DRAWING 15 SIGNED AND SE/ -\LED FOR THE 5TRUGTUF'AL PORTIONS OF THE DRAWING ONLY. ARGHITEGTURAL, ELEGTRIGAL, OR MECHANICAL DETAILS, IF 51-I0WN, APE FOR VISIJAL REFERENGF ONLY AND ARE NOT GOVERED UNDER THIS SEAL. NOTE: IT IS THE GONTRAGTOR5 RE5PON-::IBILI7Y TO REVIEW ALL DBANING5 BEFORE GONSTRUGTION BEGINS. THE ENGINEER OF RECORD 15 RESPONFIBI F FOR THE 5TRUGTURAI INTEGRITY OF THIS FF;OJEGT ONLY. ANY DISGF;2,EPANG'( BETWEEN FIELD GONE) ITIONS, OTHER DESIr7N FROFE551ONAL5' SHOP DRANINGS, GONTRAGTOR.SI 15UILDING METHODS, AND THESE SIGNED AND SEALED DRANINGS MUST 5E BROUGHT TO THE ATTENTION OF THE ENGINEER OF REGORD PRIOR TO THE GOMMENGEMENT OF GONSTRJGTION. GONTRACTOR TO VERIF'r ALL DI1,1ENSION5 PRIOR TO START OF ANY GON5TR1JG7ION. THE STRUGTURE5 GROUF IS NOT RESPONSIBLE FOR ANY DIMEE-NSIONS. THE STRUGTURES GROUP 15 RESPON515LE FOR PROPOSED GHf\N0-E5 TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES ONLY. THE STPIJGTURES GROUP IS NOT PESFON515LE FOR EXI5TINC6 STRUCTURAL COMPONENTS. The Structures Groin, Inc. Dr. Nick M. Bradford, P.G. FL. Reg. #52585 CA 8956 1711 N. Armenia Avenue, '1'arnpa, FL 3360'7 Plrorre: (813)8'77-3,121 J.E. #B F'ax (813)875-9320 www. SLr•_Lct.ur e,s-Grol_>p.corn COMP FILE COMMUNITY lot . blk ISSUED X1.3.13 REVISED H.13.13 GMIJ WALL. GMIJ WALL W/ I" (NOM) FURRING. NRE515TANT CMJ HALL W/ 2 (NOM) PURRING EACH SIDE i7ENOTE5 ONE #5 VERT. RE5A', CELL PILLED SOLID FROM FTG. TO 71E ;P -AM INT. BEARING PRAMC- HALL- 5°E PLOOR PLAN FOR HEIGHT. ® INT. NON -SEARING WALL- SEE FLOOR PLAN FOR HEIGHT. INDIGATES AGGESSIBLE DOORNAY SHEAR CALCULATIONS NOTE: ALL GI'1U MASONRY WALLS DE61 NED TO RESIST WIND INDUCED SHEAR FORCE6, SHEAR WIND PRESSURE - 35 PSP 2ND FLOOR LEVEL I. FRONT - f3ACK DIRECTION SHEAR FORCE SHEAR WALL REQUIRED SHEAR WALL PROVIDED SAFETY FACTOR 2. 50E - 51DE DIREGTION SHEAR FORCE SHEAR WALL REQUIRED SHEAR WALL PROVIDED 5AFETY FACTOR IST FLOOR LEVEL I. FRONT - BACK DIRECTION SHEAR FORGE S EAR WALL REQUIRED 51-11EAR WALL PROVIDED SAFETY' FACTOR 2. SIDE - SIDE DIRECTION SHEAR FORCE SHEAR WALL REQUIRED SHEAR WALL PROVIDED SAFETY FAG TOR MAIN FLOOR PLAN SCALE: 114' - 1'-0" 24000 = 24.0 138 = 18500 00 3.24 38940 39.0 144 = 31100 34.0 1.01 (>) " X 12" P SSu ;E TFC?[ AT D wooD L.EGDEF? W/ -5/5'4 EPDXY ANGI-10R, BOLTS SPAG ED @ 24" O.<,. (TWO RoN5 STA6)C7ER WLI PATTEFX INTO MASONRY/GONG ETE WALL, C W' EMDEDMENT IN GONGFETE W/ SIMPSON 55-r I EC)DER W/ %"4 EPDXY ANGHORI' BOLTS 5F-)AGEL) @ 24" CSL. (TWO STA(-5HR wL' PATTEF N) INTO MASONRY/C,ONGF' TE WALL. CYC (o" EMBEDMENT IN GONG-F,ETE W/ 51XFSON SET EPDXY). 5TfiP-,IJr-,TLJ ,AL N«T�-: ATTAGN WOOD FF?At-1E WALL TG MASONF r. w/ %a% EPDXY ANCF-101? 50L TS, SPACED a) 24" as (G" EMBED. SIMPSON 5ET EPDX`t ) (3) 2"X4" WD. JACK P05T u1/ (2) 511' -I1 -50N L5TA24 (DJD. BEAM) Off' (1) 3IMP50N HTT4 CONC� PETE) @ 5A5E. U.N.O. l K Bj'EAFING 50LID. H EAE;'EPR. >r-� HIE� -_-C IJL—F- (2) 2"XP," DJD. HFADE-F w/ 1/2" PL -Y, DJD. FLITCH PLATE w/ (1) SIMPSON L STA24 � EA. END. OH5UPP0PT ENDS w/ (3) 2"X4" (MIN. DEPTH) DJD. JACK P05T5 w/ SIMPSON w/ (U 5IMPSON NTT4 (MA50Nr-DY) OR (1) 51MFI ON L5TA24 (DJD. SPAM) @ 545E U.N,O, Lo (2) 2"X12" DJD. HEADER w/ 1/2" PLY. DJD. FLITCH FT PLATE w/ (2) 5IMPSON L STA24 /@ EA. PND. FT HIPPOF�T ENDS w/ (3) 2"X4" (MIN, DEPTH) DJD. S2 -JAG< ' P08T5 w/ SIMP50N w/ (1) SIMP50N L6 -174 (M ^-SONE-'r) 0p (2) 511-IPF)0N L5TA24 FT FT (DJD. c3EAM) @ c3A5E U.N.O, L I NTL VXV PFaEGA5T LINTEL GF .OUTED 50LID u/ Fr CL) (1) 1 5 f�E13AF , INSTALL A5 PER FT CONSTFUCTION DETAILS ON THE CONSTFDUC:T10N DETAIL SHEETS. L F VXIo" 1-1450NP- t G0111`05ITE REAM FT GF,10UTED SOLID w/ (1) 15 PEF'AFl IN FT PF^-�ECA5T LINTEL AND KNOCK -OUT DLO CK CL COUF�SE AE-30VE. INSTALL A5 FEF? C0N5TF'UCTION DETAILS ON THE CON`TFIJGTION DETAIL 5IIEETS. NOTE: ALL PF'ECA5T/P0IJEF50X LINTEE15 SHALL BE 5UPP0F5TE[.) DUHNCG, CONCFIETE GUFaE, TO THE BEST OF THE ENGINEFR'S f :NOVNLEDGF, THE PLANS f\ND SPEGIFIGATIONS GOMPL'( vv 4-I THE MINIMUM REQUIREMENTS OF THE FLORIDA BUILDING GORE - RESIDENTIAL SECTION 8301(2010 EDITION) PLANS AND 5PEGIFIGATIONS GOMPLY WITH THE FLORIDA BUILDING GORE, SECTION 16Oq FOR 131�i MPH WIND ZONE (2010 EDITION) THIS DRAVIING 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED OR UNTIL THE REQUIREMENTS OF THE FLORIDA BUILDING GORE 15 CHANGED, TH15 DRAWING 15 SIGNED AND SE/ -\LED FOR THE 5TRUGTUF'AL PORTIONS OF THE DRAWING ONLY. ARGHITEGTURAL, ELEGTRIGAL, OR MECHANICAL DETAILS, IF 51-I0WN, APE FOR VISIJAL REFERENGF ONLY AND ARE NOT GOVERED UNDER THIS SEAL. NOTE: IT IS THE GONTRAGTOR5 RE5PON-::IBILI7Y TO REVIEW ALL DBANING5 BEFORE GONSTRUGTION BEGINS. THE ENGINEER OF RECORD 15 RESPONFIBI F FOR THE 5TRUGTURAI INTEGRITY OF THIS FF;OJEGT ONLY. ANY DISGF;2,EPANG'( BETWEEN FIELD GONE) ITIONS, OTHER DESIr7N FROFE551ONAL5' SHOP DRANINGS, GONTRAGTOR.SI 15UILDING METHODS, AND THESE SIGNED AND SEALED DRANINGS MUST 5E BROUGHT TO THE ATTENTION OF THE ENGINEER OF REGORD PRIOR TO THE GOMMENGEMENT OF GONSTRJGTION. GONTRACTOR TO VERIF'r ALL DI1,1ENSION5 PRIOR TO START OF ANY GON5TR1JG7ION. THE STRUGTURE5 GROUF IS NOT RESPONSIBLE FOR ANY DIMEE-NSIONS. THE STRUGTURES GROUP 15 RESPON515LE FOR PROPOSED GHf\N0-E5 TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES ONLY. THE STPIJGTURES GROUP IS NOT PESFON515LE FOR EXI5TINC6 STRUCTURAL COMPONENTS. The Structures Groin, Inc. Dr. Nick M. Bradford, P.G. FL. Reg. #52585 CA 8956 1711 N. Armenia Avenue, '1'arnpa, FL 3360'7 Plrorre: (813)8'77-3,121 J.E. #B F'ax (813)875-9320 www. SLr•_Lct.ur e,s-Grol_>p.corn COMP FILE COMMUNITY lot . blk ISSUED X1.3.13 REVISED H.13.13 MAIN FLOOR PIAN FLOOR PIAN NOTE5 ♦ s DWN BY: R.R. CHECKED SHEET f UMBER A .0 OF Cld ♦ e MAIN FLOOR PIAN FLOOR PIAN NOTE5 ♦ s DWN BY: R.R. CHECKED SHEET f UMBER A .0 OF UPPER FLOOR PLAN SCAT E: 1/4' =1'•0' 1/\1zl-'\LLL. EC—)EN GMU WALL. ® GMU WALL W/ I" (NOM.) FURRING. FIRE-RE515TANT CMU WALL W/ 2" (NOM) FURRING EACH SIDC ® DENOTES ONE ^5 VERs. REDAR CELL FILLED SOLID FROM FTG. TO TIR BEAM W INT, BEARING FRAME WALL- SEE FLOOR FLAN 1 --OR HEIGHT. ® IN`P. NON-DEARIN6 WALL- 5Ec` FLOOR PLAN FOR HEIGHT. © © INDICATES ACCE55151-E DOORWA?' (3) 2"X4" IUD, JACK FOST w/ (2) 5IMF5ON Ch1 L37rA24 (W[). 5EAM) OP (1) SlrlF'5ON NTr4 am:'/ _. (1'`1A5ON 'r/ CONCRETE)'@ EASE. U,N,O. FLOCK F'EAF,)INCiaOLID. HE—A 1 . 5(—", H E -I—) JILE (2) 2.1'X8" WE). HEADE:F, w/ 1/2" FLY. LUD. FLITCH PLATE u1/ (1) SIMF50N L5TA24 @ EA, END. CH� 5UFIPOPT END5 Lu/ (3) 2"XII" (MIN. L)EFTH) WD, JACK P05TS w/ >I�IPSON Lu/ (1) 51MPSON HTT4 (MASONRY) OFA (1) 511 F50N LSTA24 (IUD. E-3EA1'1) q EE)ASE U.N.U. (2) 2"X12" IUD. HEADER u1/ 1/2" FILY. WE), FLITCH PLATE u1/ (2) SIMF�SON L5TA24 v EA. END, 5UPPOPT ENDe Lu/ (3) 2"X4" (MIN. DEPTH) IUD. JACK r 05T5 u,/ 51MP5ON w/ (1) 611"IF50N HTT4 (11450NF'Y) OFA (2) 5II1F5(--)N L5TA24 (UJD. SEAM) @ D)A5E U.N.O. L1 N E 8"X8" FRECAST LINTEL CiRIOUTEE) 50LID Lu/ (1) 4 5 r'E AES. N6TAL L A5 F" -F, LI CON5TRUCTION DETAIL5 ON THE COIN6MLICTION DETAIL 51-IEETS. a"XIS" M45ONRY COMPOSITE TEAM GROUTED SOLID w/ (1) 15 FIEF AF IN FRECA5T LINTEL AND KNOCK -Off 5LOCK � COURSE AC30VE. INSTALL A5 C -DER CONSTFUCTION DETAILS ON THE CON5T[:�UCTION DETAIL SHEETS. NOTE: ALL "RECAST/FOW'E--F )OX LINTELS SHALL BE SUPPORTED DURING CONCPETE CLI1? 1'X11' RA16ED BANDING (+10 4'XIV RA15ED BANDING hN VX4' RA15ED BANDING (+1) CIFOAM DETAIL SCALE: 3/4' = 1'-0° 2' M15ED FOAM (+61) y RA15ED FOAM (+5.5') w DECORATIVE CORBEL rTURAL COMPOSITE ROOF SHINGLE- TYP :G. HT. dDOW ). HT. 4' DANDING (+1.s V 12° BANDING (+I WIND( HD. ✓ O Qkl DECORATIVE WIND®1./\I SILL DETAIL Cz 5CALE: 1112' _ -0" MAINTAIN MIN. D15TANGE FOR HURRICANE SHUTTER ATTAGHMENT AS REC2UIRED E3'f GORE DEGORATIVE FOAM TRIM -'�-SAND FINISH STUGGO FINISH PAINTED -TRIM GOLOR DEGORATIVE SHUTTERS 3' WINDOW FRAME MAINTAIN MIN. 015FANGE FOR HURRICANE SHUTTER ATTACHMENT AS REGUIRED BY CODE DEGORATIVE SHUTTERS WINDOW FRAME ___E_ SAND FINISH STUGGO FINISH PAINTED TRIM DOLOR r DECORATIVE FOAM SILL MAINTAIN MIN. 0I51-ANGE FOR HURRIGANE SHUTTER ATTAGHMENT AS REQUIRED BY CODE - SHUTTER DETAIL w FOAM CORBEL DETAIL `--- 5CALE: 11/2 = 1'-0" WINDOW HD. HT. FLUSH STUCCO TO MATCH - MAIN BODY FINISH DECORATIVE SHUTTER - TYP,- (5EE DETAIL 3/A3.0) _r. FIN. 2ND, FLR WINDOW -� HD, HT. 6' RAISED BANDING (+1.5°) DD can MENS s s Cf1 6' RAISED BANDING (+1.5°) RIGHT ELEVATION SCALE: I/4' = 1'-0' 6:12 qqwpp- 12 — — — — — — — r ----- — — — — r It r--�J G 2'711 � - - 0 Hl -FYPON 3X214X? 30 '0:12 DECORATIVE LOUVER \ RAISED PAIVNG (+1') — — — — — — `— — _ ------ It'EEP SCREED orl— FIE] — - - - - -- F E__17. ARCHITECTURAL COMPOSITE ROOF SHINGLE- TYP. -t�6°BANDING (+1.5'J DRG. HT. WINDOW � ND. T. -DECORATIVE SHUT TER IYP (SEE DETAIL 3140) -�)4" BANDING (+2.0 o! 12' BANDING (+I�' FIN. 20 FLR r WINDN HD. HT, COACH LIGHT +1?' A.T.0.5. {�S° BANDING (+157 FRONT ELEVATION NOTE: FLA51-IING SHALL BE INSTALLED AT WALL. AND ROOF INTER5ECTION5, DECK AND WALL INTER5ECTION5, AT GUTTERS, AT ALL CHANGE5 IN ROOF 5LOPE OR DIRECTION, AND AROUND ROOF OPENIN65. WALL HEIGHT5 YERIFY ALL FVRINr� WALL HEIGHT5 WITH FINAL TRU55 LAYOUTS EXTERIOR FINISH NOTES. (1) CEMENT PLA5TER FIN151-1 OVER CONCRETE MASONRY 6H4LL DE 518" THICK TEXTURED PER COMMUNITi' 5PECIFICATION5. (2) CEMENT PLASTER FIN15H OVER FRAMED WALLS SHALL BE 1/8' (3 -COAT) TEXTURE) PER COMMUNITY 5PECIFICATION5, OVER ASPHALT IMPREGNATED PAPER BACK WIRE LATH, OVER HOU5E WRAP o/ EXTERIOR 5HEATHING PER 5TRUCTURAL DRAWING5, LATHE TO BE FU;rRED OUT FROM BACKING BY AN APPROVED METHOD, FEC 8103.0. FRONT ELEVATION5: BANDING, MOL)ING, COLUMN5 2 TRIM SHALL RECEIVED A SAND FINISH. SEE ELEVATION FOR DEPTH OF RA15FD BANDING. C4) 51DE S REAR ELEVATION: E3ANDING AROUND WINDOW5 3 DOORS MAY BE OPTIONAL 4' 5CORED OR OPTIONAL I' RA15ED BANDING PER COMMUNITY 5PEC5 -5EE COMMUNITY 5PECIFICATION5 OR CON5ULT EMERALD HOME5 CONSTRUCTION MANAGER, H ROOF COVERING: 5EE COMMUNITY 5PECIFICATION5 OR CONSULT EMERALD HOME5 CONSTRUCTION MANA<_sER. 5EE STRUCTURAL 51-IEET5 FOR 5HEATHING REQUIREMENTS. TO THE 6F5T OF THE ENGINEER'S KNOWLF_.DGF, THE PLAN5 AND SFEGIFIC,ArONS COMPLY WITH THE MINIMUM REQUIREMENTS OF THE FLORIDA BUILDING CODE - RESIDENTIAL SEGTION 8501(2010 EDITION) FLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING GODS, SECTION 16011 FOR 1511 MPH WIND ZONE (2010 EDITION) THIS DRAWING 15 VALID FOP. 12 MONTH' AFTER THE DATE IT 15 516,NED AND SEALED OR UNTIL THE REQUIREMENTS OF THE FLORIDA BIJILDING GODS 15 CHANGED. THIS DRAWING 15 SIGNED AND 5EALED FOR THE STP-.UGTURAL PORTION5 Or THE DRAWING ONLY. ARGHITE-CTURAL, ELECTRIGAL, OR MEGHANICAL DETAILS, IF 5HOWN, ARE FOR \/15UAL REFERENCE ONLY AND ARE NOT COVERED UNDER THIS SEAL. NOTE: IT 15 THE GONTRAGTORS RESPON5I5IL.IT'Y TO REVIEW ALL DRAWINGS BEFORE GON5TR1JGTION BEGINS. THE ENGINEER OF RECORD 15 RFSPONSIBLi= FOR THE STRUCTURAL-. INTFGRIT'Y OF THIS PROJECT ONLY. ANY 1,)15CREPANC'Y BETWEEN FIELD CONDITIONS, OTHER DE516N PROFES51ONAL5' SHOP DRAAIN(55, (�ONTRAGTORS' BUILDING METHODS, AND THESE 51GNED AND SEALED DRAWIN65 MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF GONSTRUGTION. CONTRACTOR TO \/ERIFI' ALL DIMEN51ON5 PRIOR TO START OF ANY GONSTRUGTION. THE STRUCTURES GROUP' 15 NOT RESPONSIBLE FOR ANY DIMEN5ION5. THE STRUGTIJRES GROUP 15 RE5PON515LE FOR PROPOSED CHANGES TO ORIrvINAL STRUCTURE SHOWN ON THESE PAGES ONLY. THE STRUCTURES GROUP IS NOT RESPONSIBLE FOR EXISTING 5TRUGT1JRAL COMPONENTS, The Structures Group, Inc. ill Dr. Nick IM. Bradford, F.E. S.E. F'L. Hcf,. #52585 CA 8056 t714 N. Armc,nia AVer1Ue, i/Ei G9 'Fa rnpa, FL 33607 Phone (813)877-3421 Fax (8t3)875-9320 www.SLructures-Gr-oup.corn • s COMP FILE GOMMUNI ( lot . bIk ISSUED 43.13 REVISED 4.13.13 �a �o 10 N � v - w w 0 V w� v V k7 P � o O U �a C 7 d 4 °V I'll H ;u 22.2 Sor ;w win wv) v za13-1 p pap.grn E_ 4 PH DD can s s Cf1 RIGHT ELEVATION SCALE: I/4' = 1'-0' 6:12 qqwpp- 12 — — — — — — — r ----- — — — — r It r--�J G 2'711 � - - 0 Hl -FYPON 3X214X? 30 '0:12 DECORATIVE LOUVER \ RAISED PAIVNG (+1') — — — — — — `— — _ ------ It'EEP SCREED orl— FIE] — - - - - -- F E__17. ARCHITECTURAL COMPOSITE ROOF SHINGLE- TYP. -t�6°BANDING (+1.5'J DRG. HT. WINDOW � ND. T. -DECORATIVE SHUT TER IYP (SEE DETAIL 3140) -�)4" BANDING (+2.0 o! 12' BANDING (+I�' FIN. 20 FLR r WINDN HD. HT, COACH LIGHT +1?' A.T.0.5. {�S° BANDING (+157 FRONT ELEVATION NOTE: FLA51-IING SHALL BE INSTALLED AT WALL. AND ROOF INTER5ECTION5, DECK AND WALL INTER5ECTION5, AT GUTTERS, AT ALL CHANGE5 IN ROOF 5LOPE OR DIRECTION, AND AROUND ROOF OPENIN65. WALL HEIGHT5 YERIFY ALL FVRINr� WALL HEIGHT5 WITH FINAL TRU55 LAYOUTS EXTERIOR FINISH NOTES. (1) CEMENT PLA5TER FIN151-1 OVER CONCRETE MASONRY 6H4LL DE 518" THICK TEXTURED PER COMMUNITi' 5PECIFICATION5. (2) CEMENT PLASTER FIN15H OVER FRAMED WALLS SHALL BE 1/8' (3 -COAT) TEXTURE) PER COMMUNITY 5PECIFICATION5, OVER ASPHALT IMPREGNATED PAPER BACK WIRE LATH, OVER HOU5E WRAP o/ EXTERIOR 5HEATHING PER 5TRUCTURAL DRAWING5, LATHE TO BE FU;rRED OUT FROM BACKING BY AN APPROVED METHOD, FEC 8103.0. FRONT ELEVATION5: BANDING, MOL)ING, COLUMN5 2 TRIM SHALL RECEIVED A SAND FINISH. SEE ELEVATION FOR DEPTH OF RA15FD BANDING. C4) 51DE S REAR ELEVATION: E3ANDING AROUND WINDOW5 3 DOORS MAY BE OPTIONAL 4' 5CORED OR OPTIONAL I' RA15ED BANDING PER COMMUNITY 5PEC5 -5EE COMMUNITY 5PECIFICATION5 OR CON5ULT EMERALD HOME5 CONSTRUCTION MANAGER, H ROOF COVERING: 5EE COMMUNITY 5PECIFICATION5 OR CONSULT EMERALD HOME5 CONSTRUCTION MANA<_sER. 5EE STRUCTURAL 51-IEET5 FOR 5HEATHING REQUIREMENTS. TO THE 6F5T OF THE ENGINEER'S KNOWLF_.DGF, THE PLAN5 AND SFEGIFIC,ArONS COMPLY WITH THE MINIMUM REQUIREMENTS OF THE FLORIDA BUILDING CODE - RESIDENTIAL SEGTION 8501(2010 EDITION) FLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING GODS, SECTION 16011 FOR 1511 MPH WIND ZONE (2010 EDITION) THIS DRAWING 15 VALID FOP. 12 MONTH' AFTER THE DATE IT 15 516,NED AND SEALED OR UNTIL THE REQUIREMENTS OF THE FLORIDA BIJILDING GODS 15 CHANGED. THIS DRAWING 15 SIGNED AND 5EALED FOR THE STP-.UGTURAL PORTION5 Or THE DRAWING ONLY. ARGHITE-CTURAL, ELECTRIGAL, OR MEGHANICAL DETAILS, IF 5HOWN, ARE FOR \/15UAL REFERENCE ONLY AND ARE NOT COVERED UNDER THIS SEAL. NOTE: IT 15 THE GONTRAGTORS RESPON5I5IL.IT'Y TO REVIEW ALL DRAWINGS BEFORE GON5TR1JGTION BEGINS. THE ENGINEER OF RECORD 15 RFSPONSIBLi= FOR THE STRUCTURAL-. INTFGRIT'Y OF THIS PROJECT ONLY. ANY 1,)15CREPANC'Y BETWEEN FIELD CONDITIONS, OTHER DE516N PROFES51ONAL5' SHOP DRAAIN(55, (�ONTRAGTORS' BUILDING METHODS, AND THESE 51GNED AND SEALED DRAWIN65 MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF GONSTRUGTION. CONTRACTOR TO \/ERIFI' ALL DIMEN51ON5 PRIOR TO START OF ANY GONSTRUGTION. THE STRUCTURES GROUP' 15 NOT RESPONSIBLE FOR ANY DIMEN5ION5. THE STRUGTIJRES GROUP 15 RE5PON515LE FOR PROPOSED CHANGES TO ORIrvINAL STRUCTURE SHOWN ON THESE PAGES ONLY. THE STRUCTURES GROUP IS NOT RESPONSIBLE FOR EXISTING 5TRUGT1JRAL COMPONENTS, The Structures Group, Inc. ill Dr. Nick IM. Bradford, F.E. S.E. F'L. Hcf,. #52585 CA 8056 t714 N. Armc,nia AVer1Ue, i/Ei G9 'Fa rnpa, FL 33607 Phone (813)877-3421 Fax (8t3)875-9320 www.SLructures-Gr-oup.corn • s COMP FILE GOMMUNI ( lot . bIk ISSUED 43.13 REVISED 4.13.13 �a �o 10 N � v - w w 0 V w� v V k7 P � o O U �a C 7 d 4 °V I'll H ;u 22.2 Sor ;w win wv) v za13-1 p pap.grn E_ 4 PH 'FRONT 4 RIGHT ELEYATION5 All, ELEYA ION DETAILS DWN BY: R.R. • CHECKED B : U,U. • • SHEET IUMBER • A .o OF , s s Cf1 � �- • 'FRONT 4 RIGHT ELEYATION5 All, ELEYA ION DETAILS DWN BY: R.R. • CHECKED B : U,U. • • SHEET IUMBER • A .o OF , ARCHITEGIURAL COMP051TE ROOF NINC - - . 2NG _17 T.O.I N -�_ IUIND HD.I w ARCHITECTURAL COMP051TE ROOF SHINGLE v� w 4 5RG. HT, WINDOW HD. HT. FIN. 2ND. FLR ,-* RA15ED HEAL WINDOW HD. HT. 2G. NT. NDOIU a 4' BANDING (+20) ?' BANDING ND, FL-LRR- U .OM. HT, � T a .0.5. 1� LEFT ELEVATION 5G4E: I/4' - 11 •0" REAR ELEVATION NOTE: FLASHING 6HALL DE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTER5ECTION5, AT GUTTER5, AT ALL CHANGE5 IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. WALL NEIGN15 VERIFY ALL BEARING WALL NEIGHT5 WITH FINAL TRU55 LAYOUT5 EXTERIOR FINISH NOTES. ID CEMENT PLASTER FINISH OVER CONCRETE MASONRY SHALL BE 5/8' THICK TEXTURED PER COMMUNI r), SPECIFIGATION5. N CEMENT PLASTER FINISH OVER FRAMED WALLS SHALL DE 1/V (3 -GOAT TEXTURED PER COMMUNITY SPECIFICATIONS, OVER A5PHALT IMPREGNATED PAPER RACK WIRE LATH, OVER HOU5E WRAP o/ EXTERIOR 5HEATHING PER 5TRUCTUR41- DRAWIN65. LATHE TO BE FURRED OUT FROM BACKING DY AN APPROVED METHOD, Fra'G R103.6, N FRONT ELEVATION15: E34NDING, MOLDING, GOLUMN5 4 TRIM 51-IALL RECEIVED A SAND FIN15H, SEE ELEVATION FOR DEPTH GF RAISED BANDING. @ 510E d REAR ELEVATION: BANDING AROUND WINDOW5 d DOOR5 MAY BE OPTIONAL 4" 5CORED OR OPTIONAL I' RA15ED BANDING PER C0111UNITY 5PEG5 -5EE COMMUNITY 5PECAGATI05 OR CONSULT EMERALD HOME5 CON5TRUCTION MANAGER. N ROOF COVERING: 5EE COMMUNITY SPECIFICATIONS OR GON5ULT EMERALD HOME5 CONSTRUCTION MANAGER, SEE 5TRUCTURAL 6HEET5 FOR SHEATHING REQUIREMENTS. TO THE 6E5T OF THE ENGINEER'S F'NOWLEDGE, THE FLANS AND SFEGIFIGA"F"IONS COMPLY WITH THE MINIMUM REQUIREMENTS OF THE FLORIDA BUILDING GORE - RESIDENTIAL 5E, --TION R301(2010 EDITION) FLANS AND SFEGIFIGATIONS GOMPLY 'KITH THE FLORIDA BUILDING CODE, 5ECTION 1601 FOR 1311 MFH ;HIND ZONE (2010 EDITION) TH15 DRAWING 15 \/AI ID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED OR UNTIL THE REQUIREMENTS OF THE FLORIDA I;IJILDING CODE 15 GI-IANGED. THIS DRAAING 15 SIGNED AND SEALED FOR THE STRUGTIJRAL PORTIONS OF THC- DRAWING ONLY. ARGHITEGTURAL, ELEGTRIGAL, OR MECHANICAL DETAIL5, IF SHOWN, ARE FOR \/I QUAL REFERENCE ONLY AND ARE NOT GOVERED UNDER THIS SEAL. NOTE: IT 15 THE GONTRAGTORS RESFONSIBIL ITY TO RE\/IEN ALL DRAWINGS BEFORE. GON5TRUGTION BEGINS. THE ENGINEER OF RECORD IS RESFONSIBI-F FOR THE STRUGTURAL INTEGR.IT'( OF THIS FROJEGT ONLY. ANY CJISGREFANGY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOF DRA/dIN65, GONTRACTOR5' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE COMMENGEMENT OF CONSTRUCTION. GONTRAGTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY GON_,TRUGTION. TIME 5TR1JCTURE5 GROUF I5 NOT RESPON51B1-E FOR ANY DIMENSIONS. THE STRUGTURES GROUP 15 RESPON515LE FOR PROPOSED CHANGES TO ORIGINAL STRIJGTURE SHOWN ON THESE PAGES ONLY. THE STRUGTURES GROUP 15 NOT RE5FONSIE3LE FOR EXISTING STRUGTURAL GOMFONENTS. The Structures Grouu, Inc. Dr. Nick M. Bradford, P.F. S.E. FL. Reg. "52585 CA 8958 1714 N. Armenia Avenue, #B Tampa, FL 33607 Phone (813)817-312.1 Fax (813)8`75-9310 www.3trtLCLures—Group.00rn COMP FILE COMMUNfrY lot. blk ISSUED X1.3.13 REVISED 7.13.13 s REAR I LEFT ELEYATION5 ELEVATION DETAILS • DWN BY: RR. CHECKED B D.P. SHEET I UMBER AV OF h � C.T 3 0 20H s • r� V 1 I.=4 `V REAR I LEFT ELEYATION5 ELEVATION DETAILS • DWN BY: RR. CHECKED B D.P. SHEET I UMBER AV OF h � C.T 3 0 20H pul� RAKE WALL SGALE: 3/4' : 1'-0' DETAIL PARTY WALL W G. NT. CAST IN PLACE CONCRETE WALL C11.U. WALL RAKE WALL DETAIL @ ENTRY PARTY WALL BRCS. W. e,- 191-40 FIRE STOP 4'.0' 4'-0' ---------------- �1 / / / /—/ / / I ------- — — — — — — — — — — — — — — / -'L LLI I � I'-?'TYP.GADLE / / x;12/// -Z-�—! -- — I L--- ^------------} — L-------- --= — — — — LADLE END WALL GABLE END WALL ROOF PLAN 5GALE: 1/4' = I'-0' . . COMP FILE COMMUNITY lot . bIk ISSUED (1.3.13 REVISED X1.13.13 ♦ RO0F PLAN A DWN BY: R.R. CFIECKED BY U.U. • I \ SHEETMHER A3 OF ILe ♦ RO0F PLAN A DWN BY: R.R. CFIECKED BY U.U. • I \ SHEETMHER A3 OF HANDR.AIL5 SHALL NOT BE LE55 THAN 34" OR MORE THAN 38" IN HF16H"r ADOVE THE STAIR 1`,051N6. HANDRAILS SHALL ESE CONTINUOUS PER FLIGHT OF 5TAIR5, HANDRAILS SHALL BE I I/2' CLEAR OF ALL EO. TREADSOOD SEE PLA'F ADJACENT FINISH MATERIALS AND ENDS SHALL RETURN TO WALL OR IS) TERMINATE IN NEWEL POSTS OR SAFE "ERMINAL5. HANDRAILS SHALL. BE 1 1/4"-2" IN GROSS 5EGTIONAL DIMENSION, OR APPROVED bI) EQUIVALENT, AND ESE SMOOTH VII H-1 NO SHARP EDGE5/GOPHER5. ell STAIR AND RAILING SUPPLIER INSTALLER SHALL 5AT15F'r' ALL BUILDING DEPAR[MENT APPROVAL REQUIREMENTS FOR 3/4' THE PRODUGTS THEY PROVIDE OR INSTALL SHOULD COMPLY W/ 2010 FLORIDA BUILDING (,ODE J GUARDRAIL 5 SHALL NOT DE LESS THAN 76" IN < z HEIGHT.- 3/4" PLYWOOD TREADS u OPEN RAILS 51TALL HAVE INTERMEDIATE RAILS _� 19 OR AN ORNAMENTAL PATTERN SUCH THAT A 4" t DIAMETER 5PHERE CANNOT PASS THR,OVH.Lu o THE TRIANGULAR OPENIN65 AT STAIR 4" SPHERE TREAD, RISER, d DOM SFIALL DE SUCH MAY NOT' \� L THAT A 6" DIAME'I"ER SPHERE CANNOT PA55 THROUGH. TI ROUGH 6" SPHERE MAY NOT" PA55 IMFGH HANDRAIL DETAIL SCALE: h1A"fC,hl HEIGHT OF BA5EDOAPD SIMP50N LS(, OFA E 2x12 NOTGFIED 5TRI 1/2 6'f P. BD. AT ALL AND GEILINC OF ENI U5AE3LE 5PAGE MIDI 2X12 STRINGER5 TY. STRINGER/LANDING TOP DETAIL LEDGER © MASONRY FINISHED 5URFAGE — — 3/4" PI YWTREADS EO. TREADSOOD SEE PLA'F 2X8 LEDGER ATTACHED TO IS) _' '< bI) MAS, W/ 114'X 3' TAPGONS @_n ell a% N 3/4' 8' 00. STAGGERED N � V TYPI s • 3/4" PLYWOOD TREADS u u `n a� o C) 5/8" PLYWOOD RISERS (TYP.) 2x12 N016HED 5TRIN5ER-XP ANSION/ GAP - ([YPl) 511-1P50N LSSo OR tOUAL E-- QC SFW / SIMPSON LUS26 OR EOUAL c LANDING T'(P. - 2x5 END JOIST 2X8 J015T @ LANDING — 1/2" GYP. DD, AT ALL WALLS AND GEILIN6 OF ENCLOSED ATFAGH 2X8 LEDGER — U.5ADLE 5PA(,E UNDER 5 W TO EA VER I' STUD III/ (3) 160 NAILS 2XI2 STRINGERS T'fP. ALT LEDGER @ WD FRAMFID WALL STRINGER/LANDING DETAIL SLLE: N.T.Q. FINISHED 5URFAGF_ 3/4" PLYWOOD TREADS \ i �w w rn 2x12 NOTGHED 5 [RINGER 5/8" PLYWOOD RISLR5 - SECURE NOTCHED STRINGER TO FOOF N/ (2) 12d GOM MIN. 5E0UPE FOOT TO SLAB w/ I/4"4x3 I/2" TAP(,OrL, ;cj 8" v ALL WOOD IN DIP.EGT GON FACT WFFH GONGRETE TO DE PRE55URE TREATED OR PROVIDE IMPERVIOUS MEMBRANE SEPARATION A5 ALLOWED D( CODE, 2x12 5TRIN6ER5 TYP TYP,F,f IIEGAP XPAN510N (T (P,) / FLOOR /STRINGER DETAIL ca w ea W --o BUILDING SECTION "A -A" GOAL F, 1/4' - V-0' 1 4 BUILDING SECTION "B -B" 5GALE: 1/4" - I'-0" w FF[PCOMP FILE COMMUNITY lot, A D X1.3.13 REVISED X1.13.13 • s FFNILDING SECTION5 • • s • DWN BY: R.�. • CHECKED BY: p.p, • ,tel :Rl OCT3 0 2013� O C l7 _ I o bI) a% N CC3 N � V s • FFNILDING SECTION5 • • s • DWN BY: R.�. • CHECKED BY: p.p, • ,tel :Rl OCT3 0 2013� O C l7 _ I o C� a% N N � V v � h vi q u: a� o C) r— co c� zz Gq� w E-- QC SFW FFNILDING SECTION5 • • s • DWN BY: R.�. • CHECKED BY: p.p, • ,tel :Rl OCT3 0 2013� C� ct r— co FFNILDING SECTION5 • • s • DWN BY: R.�. • CHECKED BY: p.p, • ,tel :Rl OCT3 0 2013� UTP GFI — 02' FOR MI(IRO/ 14000 ALL ELEGTRIGAL UL51ON AND WORK 511ALL BE IN STRICT GOMPLIANCE WITH THE 2005 NATIONAL ELEGTRIG CODE 6ENERA1. ELECTRICAL MOTES 1) PER NEC SECTION 210.12(8) ALL I5A � 20A, 120V BRANGN CIRCUITS SUPPLYING OUTLETS REWIRE AFGI PROTECTION. 2) CARBON MONOXIDE PROTECTION PER FLORIDA 5TATUTES 553.885 (2). TO BE INSTALLED WI THIN lo' OF EVERT 5LEEPING ROOM. 3) PER NEG SECTION 2I0.8(B)(4) ALL 15A 4 20A, 125V RECEPTACLES INSTALLED OUTDOORS MUST BE GFGI-PROTE(,'TED. 4) PER NEG SECTION 210.8(B)(5) ALL 15A � 20A, 25V RECEPTACLES INSTALLED WITHIN 6' OF A SINK (IN HON -DWELLING UNIT 06GUPANCIE5.'i.e. OUTDOOR SUMMER KITCHENS RECEPTA(,LE5) MUST BE GFCI-PROTECTED. 5) PER NEC SECTION 406.8(8)(1) I5A f 20A REGEPTAGLE5 IN A WET LOCATION MUST BE WITHIN AN ENCLOSURE THAT 15 WEATHERPROOF WHEN AN ATTAGNMENT 15 PLUGGED IN AND ALL NON-I-OCKING RECEPTACLES 51-JALL BE IJ5TED AS WEATHER RESISTANT` 6) PER NEC 5E61 -ION 406.11 IN DWELLING UNITS, ALL 15A 4 20A, 125V RE6EPTA0LE5 SHALL BE LISTED A5 TAMPER-RE515TANT. 1) PER NEC SECTION 800.156 NO LE55 THAN ONE 60MMUNIGATION5 OUTLET SHALL BE INSTALLED WITHIN EACH DWELLING UNIT. 8) PER NEG SECTIONS 83.14.3 AND 05.I 5MOKE DETEGrORS TO BE IN5IALLED IN51DE EA SLEEPING AREA q) PROVIDE GA5 DROPS AS PER GOMMUNII'( 10) JUNCTION BOX AT WATER NEATER, RANGE AND/OR DRYER TO BE 220v IN NON 6A5 COMMUNITIES, AND IIOv IN COMMUNITIES THAT HAVE GAS OPTION PROVIDE APPROPRIATE REGEPTAGLE PER APPLIAHGE MAIN FLOOR ELECTRICAL PLAN 5CA(_F: 1/4' : 1,0 ELECTRICAL 5�M OLS KE)e TV GABLE N DR1A DATA OUTLET X+o T- HOSE BIB W/ SHUT OF VALVE r� ELEGTRIGAL PANEL + HB HOSE BIB GAS KE'( '� FUEL 6A5 W/ 5HUTOFF VALVE `--13' TELEPHONE OUTLET AT i8" THERMOSTAT ABOVE FLOOR AND COUNTER `n w 120V DUPLEX CONVENIENCE r W DUPLEX CUTLET +84" ABOVE T .O.G. 120V DUPLEX GONVENIENGE DUPLEX OUTLET AT GOUNTFR c 120VDU �R W/Kf�R00F 6F1 L RECEPTACLE (5>=1 GFI OUlE r 220V ouTLET 120V DUPLEX GONVENIENGE RECEPTACLE, I/2 HOT 120V DUPLEX GEILING MOUNTED J�- SWITCHES v 3 -WAY SWITCH 4 -WA'( 5WI TGFI r� ELEGTRIGAL PANEL ELEGTRIG METER GA5 METER '� IHTERGOM `--13' SPRINKLER PANEL THERMOSTAT HOME RUN CEILING MOUNTED FAN (0� DIRECTIONAL EYEBALL CAN - 4 08 5 BLADE 5WI rGH CONTROLLED ® RECESSED FRACTIONAL IIP EXHAUST FAN RECESSED COMBINATION OF LIGHT/EXrlf\U5r FAN SWITCH CONTROLLED COMBO SMOKE /CARBON MONOXIDE DETECTOR �y SMOKE DETECTOR -�- RECESSED GAN CARBON N10NOXIDE DETECTOR -�- HANGING FIXTURE -�- CEILING FIXTURE �SPEAKER �{ 24" FL UORESGENT FIXTURE UNDER UPPERcR CABINET 0 0 0 0 0 INGANDESGENT BAR LIGHT FIXTURE 48" FI-UORE5CENT LIGHT FIXTURE 24" FLUORESCENT L161-11- FIXTURE IGHTFIXTURE FLOOD LIGHT SURFACE MOUNTED INGAND. WALL LIGHT FIXTURE WALL_ SGONGE i cn �I Q JUNCTION BOX cs © DOOR CHIMECL v rn �n r� DOOR CHIME PUSH BUTTON .T ,.I C� PUSH BUTTON `--13' O THERMOSTAT .D `n w ILLUMINATED ADDRESS r W +84" ABOVE T .O.G. ami c �{ 24" FL UORESGENT FIXTURE UNDER UPPERcR CABINET 0 0 0 0 0 INGANDESGENT BAR LIGHT FIXTURE 48" FI-UORE5CENT LIGHT FIXTURE 24" FLUORESCENT L161-11- FIXTURE IGHTFIXTURE FLOOD LIGHT SURFACE MOUNTED INGAND. WALL LIGHT FIXTURE WALL_ SGONGE i cn �I Q JUNCTION BOX cs © DOOR CHIMECL v rn �n r� DOOR CHIME PUSH BUTTON .T ,.I C� PUSH BUTTON `--13' O THERMOSTAT .D `n w ILLUMINATED ADDRESS r W +84" ABOVE T .O.G. ami c f O � �b 7l q COMP FILE COMMUNITY lot. blk ISSUED q.5.0 REVISED X1.13.13 MAIN FLOOR ELECTRICAL PLAN • DWN BY: R.R. • CHECKED BY: U.D. • • SHEET NUMBER A5. • OF , s • Q rn �n .T ,a .D ami f O � �b 7l q MAIN FLOOR ELECTRICAL PLAN • DWN BY: R.R. • CHECKED BY: U.D. • • SHEET NUMBER A5. • OF , s o � • rn �n � v P ti ami � o O � �b 7l q t�- Wvi �v�mv zap, apcv, AEP MAIN FLOOR ELECTRICAL PLAN • DWN BY: R.R. • CHECKED BY: U.D. • • SHEET NUMBER A5. • OF , C%1 t�- MAIN FLOOR ELECTRICAL PLAN • DWN BY: R.R. • CHECKED BY: U.D. • • SHEET NUMBER A5. • OF , ALL ELEG rRIGAL DESIGN AND NORK SHALL BE IN 5TRIGT GOMPLIANGE NI TH 1 HE 2008 NATIONAL ELEGTRIG GORE 0NERAL. ELEC7RICAL N075. 1) PER NEG SECTION 210.120 ALL 15A � 20A, 120V BRANCTI CIR(,IUIT5 SUPPLYING OUTLETS REQUIRE A1=01 PROTECTION. 2) CARBON MONOXIDE PROTEGTION PER FLORIDA STATUTES 553.885 (2). TO BE INSTALLED WITHIN 10' OF EVERY 51-EEPIN6 ROOM. 3) PER NEG SECTION 210.8(8)(4) ALL 15A ,� 20A, 125V REGEPTAGLE5 INSTALLED OUTDOORS MUST BE GFGI-PROTEGTED. 4) PER NEG 5EGTION 210.8(8)(5) ALL 15A T 20A, 125V REGEPI AGLE5 INSTALLED WITHIN 6' OF A SINK (IN NON -DWELLING UNIT OCGUPANGIE54e. OUTDOOR SUMMER KI rGHEN5 REGEPTA6LE5) MUST BE GFGI-PROTEGiED. 5) PER NEG 5E6TION 406,8(B)(I)15A i 20A REGFPTAGLES IN A HE r LOCATION MUST BE WITHIN AN ENCLOSURE THAT 15 WEATHERPROOF WHEN AN ATTAGHMENr 15 PLUGGED IN AND ALL NON-LOGKING RE6EPTAGLE5 SHALL BE L151ED AS WEATHER RESISTANT. 6) PER NEG 5EGTION 406.11 IN DWELLING UNITS, ALL 15A i 20A, 125V RE(,EPTA6LE5 SHALL. BE LINED A5 TAMPER-RE515TANT. I) PER NEG 5EGTION 800.156 NO LE55'I HAN ONE GOMMUNIGATIONS OUTLET (SHALL BE INSTALLED WITHIN EACH DWELLING UNIT, 8) PER NEG SEC TION5 83.14.3 AND R315.15MOK.E DETE6TOR5 TO BE INSTALLED INSIDE EA SLEEPING AREA q) PROVIDE GA5 DROP5 A5 PER COMMUNITY 10) .JUNGTION BOX AT WATER fIEA'ER, RANGE AND/OR DR'(ER TO BE 220v IN NON 6A5 GOMMUNTTIE5, AND IIOv IN COMMUNITIES THAT HAVE GAS OPTION PROVIDE APPROPRIATE RECEPTACLE PER APPLIANCE UP -PER FLOOR ELECTRICAL PLAN SCALE: 1/4' = 1'-0' hp 6F1 GSI GABLE TV DATA OUTLET T105E BIB N/ SHUT OFF VALVE 1105E BIB GA5 KE'( FUEL GAS W/ SHUTOFF VALVE TELEPHONE OUTLE r A r +8" ABOVE FLOOR AND GOUNTER 120V DUPLEX CONVENIENGE DUPLEX OUTLET 120V DUPLEX GONVENIENCE DUPLEX OUTLET AT COUNTER 120V OR 24OV WEATHERPROOF DUPLEX RECEPT-ACLE,W/G,F.I. GFI OUTLET 220V OUTLET 120V DUPLEX CONVENIENCE RE(,EPT AGLE,1/2 HOT 120V DUPLEX GEILING MOUNTED u}- 5NI UE5 jul) 3 -WAY 5WITGH ;1- 4 -NAY SWITGH ELEGTRIGAL PANEL L 46" FLUORESGENT LIGHT [I ELEGTRIG METER J GAS METER NT IN] ERGOM DOOR GHIME PUSH BUTTONCL SPRINKLER PANEL HOME RUN J f,i GEILING MOUNTED FAN 4 OR 5 BLADE SWI IGH GON TROLLED RE6E55E1) FRACTIONAL. HP EXHAU5TFAN REGE55ED COMBINATION OF LIOIVEXHAU51- FAN SNTrGH GONTROLLED COMBO SMOKE / CARBON MONOXIDE DETECTOR SMOKE DET EGTOR REGE55ED GAN CARBON MONOXIDE DErELTOR HANGING FIXTURE GEILING FIXTURE 5PEAKER DIREGTIONAL EYEBALL GAN COMP FILE COMMUNITY M, A ISSUED q.3.I3 REVISED 1.13.13 e 24" FLUORESGENT FIXTURE cn Cl UNDER UPPER GABINET 0 0 0 0 0 INGANDESGENT BAR LIGHT FIXTURE _ � o to �11 46" FLUORESGENT LIGHT DOOR GRIME FIXTURE= �l 24" FLUORESGENT LI&II DOOR GHIME PUSH BUTTONCL FIXTURE FLOOD LIGHT 0 CN 5URFAGE MOUNTED INLAND. a WALL LIGHT FIXTURE vi 11 WALL SGONGE COMP FILE COMMUNITY M, A ISSUED q.3.I3 REVISED 1.13.13 e cn Cl O JUNG rION BOX a7 d 4� _ � o to �11 Q DOOR GRIME C� DOOR GHIME PUSH BUTTONCL 0 r 0 CN PUSH BUTTON a vi TIIERM05rAT Ul +f) p ILI IV - ILLUMINATED ADDRE55 X84" ABOVE T.O.G. 4.) CD COMP FILE COMMUNITY M, A ISSUED q.3.I3 REVISED 1.13.13 e UPPER FLOOR ELECTRICAL PLAN • s • e • DWN BY: R.R. CHECKED BY: D.D. s • SHEET NUMBER A5.1 e OF e s q � • a7 d 4� _ � o to �11 0 r �v qj vi Ul p 4.) CD (2, s e pug � CQ y mad aqm I RP A � E , • UPPER FLOOR ELECTRICAL PLAN • s • e • DWN BY: R.R. CHECKED BY: D.D. s • SHEET NUMBER A5.1 e OF e 4� r qj 4.) N cry s e UPPER FLOOR ELECTRICAL PLAN • s • e • DWN BY: R.R. CHECKED BY: D.D. s • SHEET NUMBER A5.1 e OF e DR I-1C)R'1'ON HON1ES MODEL; 1667 GAI'.AGE 1.Et,vC UR HORTON HOMES 1V10DLL: 1667 C:rARAGE LEF"1' UR HORTON HOMES MODEL: 167 GARAGE LE;ir„1 SUBDIVISION: THE RESERVI; AT HIDDEN LAKE SEPTEMBER 2013 SUI3IUIVISION: `1'1Ili RESERVE AT HIDDE N LAISL; SL P'1'E1V11i1;R 2() li BLOCK: PG __ or LOT SUBDIVISION: THER11j1 1VL AT IIIDll1;N LAKE SEPTEMBER 2013 LOT — _ I3LOCK: PCT 01, of 110`1' BLOCK: P _CT _ KITCHEN 36” UPPERS KI'T'CHEN 42" UPPERS BATHS — 2411 ... -. 8411 36" HIGH FLUSH ISLAND UF3` .. 1 BAR TOP toll 6" OVERHANG "36" UPPERS 36" HIGH FLUSH OF BAR TOP /i 6" OVERHANG � j D ool;sttvle: t �rJ n W I "42" l > "'title 00 Ca J PARTS 1Z UI I EISy VSE'1, EII3CJ'I"I' p . VS1333 34[ G3�[J'I"L` .n H I - _ Q r p ; ? k _ �, ll style -.- -�o( U '3 �' Door style: j ,OD 1 UF3Y ------ Q2 ...cl I'AI OWNER'S A1H - - 1 CIF6 WL) S: — CI] - l' 3 WD 1 DWh3 1 - Fh24 (VOIDS) ---------- -------------- - - Doo rn '" Q 1 - FP9634 WD 1 - UF3P O fJF6 WD PAIS I S: I00 2 - FL4E (ISLAND BACK nJ `� Q 1 - I)WR3 2 - EJE 3P W i PANEL SUPPORT) �t „ i (� 1 - I'124 VOIDS 1 - Li'I'Kf3 PRT U a S (_.512 LC _ I+'I')G34 WU 1 - UIVIB BLU ..---_.. 2 fE PRT outlet - B 1 I 2- 1� L (ISL BACK --- - .� 2 - UM$ BLD 4E (ISLAND _ „ — ~a :� PANEL SUPPORT) IIDWE: "— 66 h ; I - OCM8 SLD (TOL; CAP) Outlet (rr(> D 3 C'-M€i BLD 3 - CS1`_} 1,C 5 - DOORS -, - °� 2 - L, I'K8 PRT Lcv to ,.:�:. ��-+ : c) =� vN � d - E.I .. •-, ` Q z n HDWCI: a - 1 - OCMt3 BLD (TOE CAP) _ _ l J co U) s cl r 15 DOORS 4DRAWERSm 3 -CME BLD - � n W - r--DWR3_�R1 HDWE; !( �'.;, VSB?:i Fal.l.l'1' 15 - DOORS 9 4 - DRAWERS rf co ..._� f Pedestal .Lavatory in Powder Room SA I H 2 kkk r,_ co co S� Doorstyle: iJ L )P, Sh ? ........ . LJ�,. j PART,: - I - OF >P " 76't--- BUILT-IN 1 - B` K8 PRT PANTRY BUII; I'- IN 76" - 1 - UME BLU 143" PANTRY 1 - O CNIE BLD HDWE: 2 - DOORS t).11 dilriensiOn, aizu dcsigualions TIMBERLAKE 1Jcsi6ucc Jrntlitcr Ncgdun 1: vk1pied; 9%1%%2013 All diulQ1VJiU t;, size Juni u;rfiuur; TjM - Devig ucr: r, — a K �CRIAKL Jviutil rTJa)ck,ii liu;ti uncl,9.1S./201.i •v,•ivetl arc ,uhlcct to vnrilicatiulr ou Yriulod: 9/19%2013 � ivcu :uo :.ub'vnl Lu varih,• ' r , r:;n; •t.)Py ,,. '� All diwnuviuua size Jnsicua.fivi+s T1M[3ERlAKE' Jaasiauvr: Jvunr NuYtluu Do;;ia xl: 9/18.,20112 job itito and ;IJ ualnterrt k. lit'r.,t> ` : - d I lr! u c u Brruled: 9.'1912013 - d c. I J 1 ., ?t ..: i'hiv is :ul vuNltt;d dosi;;n and uuisf. s1' ub uita and aJ usfulnul to llt ub �wcu aro d zl, jc(ta vunoeatj a nu Kr^ tv PriulcJ: 9%19201. - 1 .. J J �: r Thi, iv uu urigival dv7igu and uui;l not bo released (or copied unless Conditions. / jut, hila and udjuslwcul Ler liLjul f a � x Thi t is ai uridival dcsiea and ruu;f 2� not be released or copied ante' s order lac the has been paid or jnl> Conditions• 'out be released or copied uulcss order 11;tcCc1. � r' applicable l'cC ham lu paid cn'job _ f ? 1 s> y order placed. applicable tcc has been trod or job ' 1' •11 Yl ....:..C.r� ! / O1J� 1eCct .166%Krf. 36 G1. 18- 13) flourF'lun UII>,cm.,_:::.I Scale:OI;:.t" L' I66/b[I 1�ll..(U+J 18 I ) - !'lour plan I)ratvim'id: I "; .. -t, - < . cal . 0 L I 1667 13x11 ! 1 -l)N I S GI. (09-18-t:i) 1 1<ulr t tun I)nl,vine I ;;este : 0 1." order DR HORTON HOMES MODEL: 1607 GARAC E LEFT DR HORTON HOMES MODEL: :1667 GARAGE LEVI' DR HORTON HOMES MODEL: 1667 GARACIE LETT SUBDIVISION: THE RESERVE AT HIDDEN LAKE. SEPTEMBER 2013 SUBDIVISION: THE RESERVE AT HIDDEN LAKE SEP'T'EMBER 2013 SUBDIVISION: T.1 -IF; RESERVE AT HIDDEN LAKE SEF-TEMBER 2013 LOT_ BLOCK: PG ____ of — LOT _ 13LOCK: PCI _ 0f LOT— BLOCK: PCI of OPT. 30" LAUNDRY UPPERS COUNTERTOPS COUNTERTOPS _y /f 2" - 53" R R � N r-- --- ------ Ul! P OPT. LAUNDRY UPI'E�RS Door;;ty'le: n �Ca PARTS: OWNER'S BA'T'H 2 - UF6P 1 - UM8 BLD �00 TOP COLOR: 1 - FL24 (VOIDS) EDGE; __- 1 - CME BLU (OPT,) b � i I -I DWE: r 4 - DOORS � o UF6P .... .. ......' FF...... KITCHEN TOP TOP COLOR: cv �v EDGE: G" BACKSPLASH IN KITCHEN ONLY R r USED COLORED CAULK R= 2 1/2" RADIUS -i BATH 2 TOP COLOR- EDGE: OLOR: ED CIE: R= 2 1,/2" RADIUS w rel c -�s C. r� All ditunnviunn size dusigtraliuns TIMBERLAKE� Dcsigi ; Jnnnil r 1io dur, Ticsigned: 9%18/2013 All diiunu i n" r' c i u It dvsig.naliuils I1MUEhLAKE Designer: Jauuilbr Dda)tlull Dnsi +nett: 9,'18%'201 All ilhnvi vion:; size das' Ln give!t aro suVjevt to arihcatiuu on P infcd: 9112%?013 I rr;If1U11:; .. - 8ivcu uru ut,jeet Lu vori!ivatlulr otl c>n e 8 T1M8ERLAKE Lresigu,l: Jnuniicr Nu}'duo LiusigueJ. �, iii '?Od3 cj lob onto and adjLrs(mnnl kr lit job ,�. .-, ;. Thi; is atr um•ural dcAgu and 11WA. Priuled. 9,119/2013 given aro subjocl bj vurilieatiou on —_ Conditions, ii _ -. jub 9itn Laid adjuslumil to 11tji.,b Chit iv a❑ uti�iva! !lcvi• a arid tnusl Priul,d: 9!19:`2013 c lob situ and adju'ilrucnl to lit jub Tlris iv an urig final dVtign and UWA c� not be rcica,cd Or copied tml s, conditions. d a> licablc tee has been paid (,rjob ":-::r; - ut be rcic:nccf or uopiod unless condition,. Il :> 1 p P• J 't a>licablo leo has boon paid orjob b :.; order placed. n 11 1 J' ttpplicablefee har been paid cQpiQdlorjoh N order placed. 1 idcr placed. for 1667 1 1 l'l l:;-OY'i'ti Gl. (09- 18- I:i)- Plirur !'Ian IJrtnving m: 1 -� _ Scal, : (1 1;'-t" P 1667 K 11' 36 ( 31. 09- I R- I :?' S. LU ( ) I+lui>r PEI llracviny iF: I („calu : U I;"t" 1 1607 13t\'l'I I:;-OF'1 S (il. (09-18- I:i) floor l>lart I)tatving m: I ;:cal, : 0 I t—Ir C� _ C1 cj Ca CABINET LAYOUTS 5CA(_F: N.T.5. U COMP FILE GOMMUNITY lot. blk • ISSUED (1.3,13 RE VI SED !1.13.13 L . CABINET LAYOUTS • DWN BY: R.R. CHECKED BY: SHEET NUMBER CB -1 OF s � Q� ® � J N CABINET LAYOUTS • DWN BY: R.R. CHECKED BY: SHEET NUMBER CB -1 OF -- ARROW INDICATES LONG DIR. OF PLYWD. U O O 0 O O O p O O O O 0 0 0 0 0 004fX �00 OUTLOOKERS @ 24" O.C. WALE: N.T�5. RIDGE LM 0 = 8d rinyshank @ 5" O.C. ON EACH SHEET OF SHEATHING NAILING SCHD./H IfD « T } h } + GABLE END TRUSS---*;. ��� 3 at each ,joist blockin face nail (WEE3S REMOVED 1.41 FOR CLARITY) J\' ``•46\\ X = 8d RING SHANK a 3" 'eb \ , �� O.C. ON EACH SHEET OF PLYWOOD ++ + h + 0 = 8d RING SHANK @ 6" + + + « O.C. ON EACH SHEET OF PLYWOOD nail ❑ = 8d RING SHANK O 8" +}+h O.C. ON EACH SHEET OF PLYWOOD + 4 1X8 5heathin or less to ad common NAILiNG 5CHED./GA5LE WALE: N.T�5. RIDGE LM 0 = 8d rinyshank @ 5" O.C. ON EACH SHEET OF SHEATHING NAILING SCHD./H IfD « T } h } + Led er 5tr1 Sole late to joist or lod common I(od common 3 at each ,joist blockin face nail 1.41 + « t To of sole late to stud, + 2 and nailed Fine Searing Wall Wood Stud Framing± Southern Fellow } } + } h Stud to sole late, toe nail ++ + h + 4 Doubled studs, face nail 10d common + + + « Doubled to later, face + + } + 1(0" a Ion each nail �" spaced � l�" O.C. ed e ContirlucZE, header to +}+h 3 stud, toe na i I + 4 1X8 5heathin or less to ad common h M h h+ each bearin face nail }+ t 4 Over 1X8 sheathin to ad common 3 each bearin , face nail Fui Id -u corner stud& lrod common 24" O r build -u riders and RIDGE LINE 32" O.C. at to beams u to three members %+++`+`+ ata Bred 2 ends a t ea ch } + + ! h + + L 1/2" C Sum 5heathin 11 a 1-1/2" 4"O.C, at ed es 5/8" Cx Sum 5heathin -1/IG " head 11 a 1-3/4" a" o.c. a t other bearing_ 4"OC, at edcles -1/l& " head a" o,c, at other bea r in Gi 5um UJa I Iboa rd + 4 + } }+ } + } + « + i + + + + } + ! + + + ! } + + 4 + ! + h+h* 1-1/2" dr wall nail 7"O.C. on ceilinge, + +«+ « +}}}+ . + + +«« } } + +}+ + + +«+ + %%% WALES N.T.S. SCHEDULE- 145 mph ZONE (MAX) + + + + + } } ad RING SHANK Q 3" O/c ++ + + + GABLE END WALL OR OR BUILDING END ZONE ad RING SHAN< w }«}}}++}}+« + } } } + } + + ad RING SHANK a a" O/C INTERMEDIATE + } T } } + + } } + SHEATHING NAIL PATTERN NOT TO SCALE TYPICAL HUS INSTALLATION TYPICAL META / HETA INSTALLATION TYPICAL SIMPSON S' x BUILT-UP COLUMN ILL EVERY NAIL OLE W/16d AILS /8"0x8" "J" BOLT OR /8"0 WEDGE ANCHOR / MIN. 5" EMBEDMENT TIE HTT 51MP50N MMT518 UJ/ (4) 1/4" x 1 1/2" TAP- CON5 INTO TIE BEA RETROFIT -NTS ,ANCHOR TYPICAL HTS INSTALLATION SIMPSON HTT _ TYP. 3/4"0 THR BOLT SIMPSON H-rr TYP. GIRDER TRUSS -FILL EVERY NAIL HOLE W/16d NAILS f- 2X TOP PLATE FILL EVERY NAIL HOLE W/16d NAILS 2 X B.U.0 TYPICAL HTT TO 5UILT-LIP COLWN DETAIL Qui n 3Ar-0mr G_LAZ1NG IN 1-f AZ4PI Ote S 2406.3 HAZARDOUS LOCATIONS L.00AM IONS FBC 2406.3 2406.3 THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS AND FIXED AND SLIDING PANELS OF SLIDING (PATIO) DOOR ASSEMBLIES. 2. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, 5AUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE THE DRAIN INLET, 3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24 -INCH (610 MM) RADIUS OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524 MM) ABOVE THE FLOOR OR WALKING SURFACE. 4. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIED IN ITEMS 2 AND 3 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 1. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ. FT (0.84 M SQ.). 2. BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. .3. TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 4. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE PLANE OF -rHE GLAZING. 5. ALL GLAZING IN RAILING REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE INCLUDING STRUCTURAL BALUSTER PANELS AND NON STRUCTURAL IN -FILL PANELS. 6. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EDGE OF THE GLAZING IS 1) LESS THAN 60 INCHES (1525 MM) ABOVE THE WALKING SURFACE ON THE POOL SIDE, AND 2) WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE WALKING SURFACE ON THE POOL SIDE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 2"x 4" COLUMNS W/ (1) ROW OF STAGGERED 16d COMMON WIRE NAILS (D = 0.162", L = 3 1/2") NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 3 -PLY, COLUMN SHALL BE NAILED AS SHOWN FROM EACH SIDE (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) DONT. �S B/ 2"x 6" OR 2"x 8" COLUMNS W/ (2) ROWS OF STAGGERED 16d COMMON WIRE NAILS (D = 0.162", L = 3 1/2") 4) FOR 4 -PLY, PROVIDE 1/4" DIA. X 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 5) FOR 5 -PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION JACK POST NAILING NOT TO SCALE Structure l Notes 1.) CODES: 1.1 The Florida wilding Coop (2010 Edition). 1.2 5uilding code requirements for reinforced concrete (ACi 318.0ro) STD. 90' NOOK /-BOND BEAM 4U#g VERTICAL_ TO TOP OP BOND BEAM STEP MASONRY WALL STEP NOT TO SCALE NAILING Led er 5tr1 Sole late to joist or lod common I(od common 3 at each ,joist blockin face nail 1.41 structures (ASCE 7,10), Specification for the design, Fabrication and erection of structural steel for To of sole late to stud, lrod common 2 and nailed Fine Searing Wall Wood Stud Framing± Southern Fellow Fine #2 studs 2"x �2 Stud to sole late, toe nail ad common 4 Doubled studs, face nail 10d common 24" O.C. Doubled to later, face 10d common 1(0" a Ion each nail �" spaced � l�" O.C. ed e ContirlucZE, header to ad common 3 stud, toe na i I 1X8 5heathin or less to ad common 2 each bearin face nail Over 1X8 sheathin to ad common 3 each bearin , face nail Fui Id -u corner stud& lrod common 24" O r build -u riders and 20d common 32" O.C. at to beams u to three members and bottom and ata Bred 2 ends a t ea ch s Ilce 1/2" C Sum 5heathin 11 a 1-1/2" 4"O.C, at ed es 5/8" Cx Sum 5heathin -1/IG " head 11 a 1-3/4" a" o.c. a t other bearing_ 4"OC, at edcles -1/l& " head a" o,c, at other bea r in Gi 5um UJa I Iboa rd I/2" 1-3/8" dr wall nail -1"O.C. on ceilin 5 a"O.C, on walls 1-1/2" dr wall nail 7"O.C. on ceilinge, on wa IIs Hardboard La 51din ad corrosion resistant lro" O.C. at to Direct to to & with minimum shank and bottom ed es dia. Of 0,0990 inch and minimum head dia. of 0240 inch Hardboard 1_a sidin 106 corrosion resistant Ir" O.C. at to overs eat ing with minimum shank and bottom ed e& dia. of 0.0990 inch and minimum head dia. of 0.240 inch Hardboard Panel sidin &d corrosion resistant (o' O.C. at ed e5 Direct to to s with minimum shank 12" O.C. at dia. of 0.0920 inch Intermediate and minimum head supports dia. of 0.225 inch Hardboard fi anel sidin , ad corrosion resistant 6" O.C. at ed es Over to to s with minimum shank 12" O.C. at dia. of 0.0920 inch Intermediate and minimum head supports dia. of 0.225 inch 1.3 American Society of Civil Engineers minimum design loads for buildings and other �eJ WOOD: 1.41 structures (ASCE 7,10), Specification for the design, Fabrication and erection of structural steel for �.l Wood framing structural members: Southern Yellow Fine Headers/seams/frosts± Southern Yellow 01 1.5 buildings (RISC 9th edition). "Design Specification for light metal plate connected wood trusses by the Truss Fine Searing Wall Wood Stud Framing± Southern Fellow Fine #2 studs 2"x �2 4" spaced @ 12" O.C. Plate institute (TFT) 1985 Edition. Southern Yellow Pine studs 2"x �" spaced l��" O.C. 2.) DESIGN CRITERIA., Southern Yellow Pine �l studs 2"x �" spaced � l�" O.C. O UNLE55 NOTED OTHERWISE ON FLANS 2.1 Dwelling floors - 40 FSF live load, �,2 Desi n, fabricate enol erect wood trusses in accorolance with the "desi 2.2 balconies -�0 F'sF live load or adjacent living space live load, g gn Specification for 2.3 Walkways - 80 FSF Live load. light metal plate connected wood trusses" by the truss plate institute, TFi 1, 2001 eel. and 2.4 Roof over living areas - 30 FSF live load. 11 FSF (1 FSF T/C 4 10 FSF 5/C) dead E3C51, 2008 eel. (if applicable). load for shingle roofs: 25 FSF(15 FSF T/C $ 10 FSF 5/C) dead load for the roofs. �.3 All exposed wood or wood in contact with earth or concrete to be pressure treated, 2.5 Wind Speed -139 MPH and has been interpolated as allowed by note 2 in Figures R301.2(4) Fool sheathing: 1/2" C.D. grade plywood Cor 15/32" OSf�) when using fiberglass/asphalt shin les over felt. 5/a" C.D.rade plywood (19/32" OSE3) when using concrete / ceramic tile roofin enol 1�09A in the FSC - Residential and FSC. Interpolation has been conducted using g g p y � g g the property location and the Applied Technology Council Windspeed Webs i te. 0.5 Untreated wood shall not be in direct contact with concrete. SEAT plates shall be provided 2.o Note all structural members in the residence will be designed using Allowable Stress at bearing locations without wooden top plates. Design methods. 7.) C_:;ANC-;= LAM LVL: 2.1 Net uplift dead loads 10 FSF Shingle 15 f 5F tile. 7.1 Gang=Lam. stress grades shall provide the following minimum properties: 3J SOIL: E = 2,000,000 FSI 3.1 The foundation system for the attached project is designed for a minimum soil Fb = 3,100 FSI bearing pressure of 2000 psf. The soil bearing pressure is in compliance with Ft 2,300 FSI Table R401.4.1 (FE3C-R) for Sand, Silty Sand, Clayey Sand, Silty Gravel and Clayey Fcl - 1020 F5I (perpendicular) ravel (SUJ SF SM 5C CSM and C:;C) Fcll 3,100 FSI (parallel) 3.2 It is the Contractors responsibility to have a geotechnical investigation conducied to Fv = 290 FSi verify that the on-site soil conditions fulfill the soil design characteristics listed here. Contact engineer tf other types of LVL beams are to be u&ed. Contractor to submit geotechnical engineering report to Engineer of Record for review. 0.) STEEL: 4J CONCRETE: 0.1 Installation of all steel to be performed by a qualified, licensed steel erector. 4.1 Concrete compressive strength at 20 days: 3000 psi (normal weight). 0,2 Fabricate and erect all structural steel in accordance with A15C "specifications for the desi n 4.2 Reinforcing bars: ASTM A&15 ((--:;rade �0), g fabrication, enol erection of structural steel For buildings. 4.3 Welded wire fabric (I,UI,UF): ASTM A185. 0.3 Structural steel to be AS"CM A3� unless noted otherwise. 4.4 Detail reinforcement in accordance with ACI 315. 0.4 Steel Wide Flange to be ASTM A592 unless noted otherwise. 4.5 Concrete coverage of reinforcement: Footings 3: bottom and sides. 0.4 Steel tubing shall be ASTM A500, gracile 5. 4.o Earth supported slabs: (including exterior walk and drive slabs) 4" thick, reinforced 0.5 Welded connections: E10XX electrodes, minimum size fillet welds 3/i&", AWS certified welders. with Oxro wl.4x wl.4 W.W.F. at mid depth of slab. fibermesh may be used in lieu of WWp 0.& Where steel beams are continuous over columns, provide web stiffener plates on each side of the contractor's option, web, of a thickness equal to beam flange thickness, located at the center line of the tube column. 4.-1 Concreting operations shall comply with ACi standards. 8.1 The steel frame is "non -self supporting". Adequate temporary support shall be provided by the 4.8 Lap splice shall be as follows, #0 bar 30", *5 bar 30", �4 bar 24", 113 bar 10 Contractor until required connections or elements are in lace. p 4.9 90 de rep hooked bars shall have a 10" leg and be bent with a radius of 2" 9J TRUSSES: 5.) MASONRY: 5.1 Design and construction shall conform to the specification of the National concrete masonry 9.1 ALL CONNECTORS SFECIRED AS FER SIMFSON CATALOG C-2011, CONTACT Association and ACI 530. Contractor is solely responsible for all temporary bracing and shoring THE STRUCTURES GROUP, INC., FOR ALL CONNECTOR SUE35TITUTIONS. required during construction. 9.2 PRE-ENGiINEERED WOOD TRUSSES TO BE SPACED � 24 O.C. TYPICAL 5.2 Minimum masonry unit strength: (Fm) 1900 FSI UNLESS NOTED OTHERWISE ON TRUSS EN(:> INEERING FACKA� E. 5.3 Mortar shall be type S or M, 9.3 IF THE TRUSS INFORMATION FROVIDED iN THESE CONSTi�UCTION DOC UMENTS 5.4 All Block cells and cavities below grade shall be filled with concrete. 15 REVISED BY ANY OTHER FARTY (TRUSS MANUFACTURER, CONTRACTOR, OTHER 5.5 Fill cells w/(i) �5 bar shall be located FER FLAN ( 4'-0" O/C TYF) at each corner and each side of DESIC-N PROFESSIONAL), IT 15 THE CLIENTS RESPONSIBILITY TO SU5MIT CHANGES TO openings greater than or equal to &'-0" fill cells w/(2) 05 vert. shall be located at each THE STRUCTURES GROUP, INC. FOR REVIEW. THE CLIENT 15 RESFON515LE FOR ANY side of openings 10'-0" and reater, at all�der bearings, including hip -set cjird-rs CONSTRUCTION COSTS RESULTING FROM TRU55 FACKAGE REVISIONS DEVELOFED BY OTHE if F �J C/"D N C1T 0 coc � � 0 Co E. 00 j1 0 co Pi V. f� ri Id M 0 4 a� a® .`� � OD CSD ts4 CO xax�93 =149 DIN"�011 uNAu �°Fl SIS WMM t P� NOTE: IT 15 THE CONTRACTORS RESPCNSIBIUTY TO REVIEW ALL DRAWINGS BEFORE CONSiRUCTION BEGINS, THE ENGINEER OF RECORD IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THS PRUCT ONLY. MY DISCIUMICY BETWEEN FIELD CONDITIONS, OTHER DESK;fN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BULDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATiENTION OF THE ENGINEER OF RECORD PRIOR M THE COMMENCEiIENT OF CONSTRUCTION. CONIRACTOR TO VERIFY ALL DMa71MM PRIOR TO START OF ANY AOONSMUCMK NY THE SIRUCiURFS GROUP Is NOT REWONSII3lE FOR TNT: STRUCTURES GROUP IS RES SIRE FOR PROPOSED CHMOES TO CROOK STRUCTURE 3001 ON 1tM PAGES ONLY. THE STRUCiURES GROUP IS NOT REVOISM FOR E108 W Si AK1URf OOMPOiEMM To Lhe best of the enyineer's knowledge, the plans and specifications comply with the minimum requirements of The Florida Building Code - Residential.(2CW FA[tkW Flans and speaiflaatloft CORP19 with the Morlds bulk" pads - W"M!AL , eeotl®n R" (30W edRlpn) Plans and speolfwations dkNr y OM the mmida bWldmg coddi section 100t for 1317 wph wind awns fWW WxftkW TMs draw valid for 13 wwnihs after ow plate It is Na and waled or until the nis �ulremo of the 9 edlttem of the Monde TSulIdmo Gads is 7M tn� is a and waled for Ow struawal portions Nle awboonkt Ard,*Actwal, Wootrical, or � ochmical 1M, if shown, are for vlaw l rerwwve only and aro not covered ands REV. DATE & COMMENTS BY W 0 Z J Q pJ � = Z � 0 U p cn O IJOB NUMBER: 2012 I DATE : JUNE 1, 2013 I DRAWN BY: SCALE: SHEET NUMBER S I SIGN & SEAL q r 0 00 IcUrism open collard upr4ged foam insulation "tam with erqulvaklrlt limilatlon rat ®f 0 Jri- Ts epprovsd for nes Tn lFtas r00 free J2 WOOD WALL ATTACHMENT - F tarin, ktwlatlon Tam to be Installsel� RE -ENGINEERED WOOD TRUSSES a- 24" 0/C ATTACH WINDOW FLANGE/FRAME TO BUCKS WITH MIN #8x2Yz"' WOOD MASONRY WALL OR WOOD , La p O "5 REBAR, GRADE roo O C11rtifterd lognow insulation Irlslallair. hetallmr TYP) � � ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) (SEE PLAN FOR SCREW @ 8" O.C. OR AS REQUIRED BY WINDOW MANUFACTURER TO FRAMED WALL CTj A tko to pr®vie Contractor with Htsulallon NUMBER AND -� MEET REQUIRED WIND PRESSURES. j I ,,, Certificate at two or Installation) " DOUBLE 2"x4" TOP PLATE LOCATIONS) ® cd PRE --ENGINEERED WD TRUSS 024 O.C. U.N.O. TOP SPLICE 4" MAX OUBLE 10d �� CMU MASONRY UNITS COMPLY WITH - 12 PEEL AND STICK ROOFING UNDERLAYMENT (TILE) `\ ASTM C 15 LB ROOFING FELT (SHINGLES) 9(d, GRADE N W/ F'm = 1900 p4 PSI. TYPE 'S' MORTAR. GROUT' _ ed (TYP) VARIES Mj _� _ .w �1! _ CRICKET AS REQUIRED ALL CELLS SOLID. .� R-30 MIN. INSULATION HURRICANE ANCHOR ®EACH TRUSS - - � �` �' = � �� � .' � o (SEE UPLIFT SCHEDULE) 1 Od @ 8" 0/C8 g 81° g g P ai SHINGLES OR CONCRETE TILE (INSTAL AS PER MANUFACTURER) `. •. 8 ggg g gg8 SHINGLE ROOF SYSTEM TILE ROOF SYSTEM __ " 0 OgUgUU 0000 ° SIMPSON SP4 C) EA. STUD GROUT =3,fI�(D(D P51. SLUMP RANGE a' - 88888° ° °i1 pli8g° .d m SM' RAVLOtt [ R oa0 tV32' 16417[,9lft' 000 6FNA71=IIH9Y ll'. ROD OR VIBRATE GROUT o S °& °°gogoog 14 P.� SMATHM PA n*0D t© PM10617 TO IFI GGM Wti41 and AE)EaUATELY TO ENSURE o S goo°°°°S8$ e 00 OPENING ® t iso WITH td � NA" 4 3'= g88ga KAILO w !'" 5aWA1d!!A, b' t A , V OC 4 r9' CON50LIDATION OF GROUT (NO AIR owl 4 W 000PRUD onrR!Lp NOTE: OTTOM SPLICE — POCKET5). GROUT SHALL COMPLY g $ � g�� V88v��� � � 60 W M WITH ASTM G416-83 AND BE EITH g° 8 - CO PLATE LENGTHS MIDST BE OVER STUD gqq8° 888§° - FINE GROUT. ° gouo8og8 88 gS gg 888 ° W ' DRIP � g FASCIA BOARD8'-0"8 8 8888888g8�g 1/2" CD (CEILING AT LEAST LONG. TYPICAL 8888888 8 8 $8800 PREFORMED POWERS STEEL V1 0 DENSITY BOARD TOF' 1 LATE Off)- ICS ___ ° $ gggg8�g °o _ _ _ v8o 0°° g 8o LINTEL SHALL BE W/ 1 3/8" DRYWALL 8"X8"X16" KNOCK—OUT BLOCK SCALE. N.T.S. ISEE PLAN FOR g �' 05 REBAR, GRADE 60 0 $ 88 GALVANIZED COIL STEEL A5 � rq O ° MANUFACTURED BY POWERS � NAILS OR DRYWALL SIMPSON SP4 @ EA. STUD NUMBER AND 8888 888 STEEL AND WIRE PRODUCTS, E. W/ 1#5 CONT. FILLED go °° SCREWS 7" O/C - LOCATIONS) �` g 0 00 /\ INC. STEEL GRAPE SHALL BE MASONRY WALL ATTACHMENT CLG.& 8" O/C WALLS - W/ 2500 P.S.I. CONCRETE SEE UPLIFT SCHEDULE 2"x P.T. PLATE MAIN SPAN ROOF TRUSS °° �( ASTM A510 GRADE C (F 2X PT BUCKS ATTACHED TO MASONRY W/ J"Ox2j" MIN _ orwrtics AIE W t'IE�FR7Y aF Mac Y, BtAPRIA PE FOR UPLIFT CONNECTIONS {< ) EMBED TAPCON MASONRY SCREWS AT 8" O.C. MAX AND ©ytY� qt UI�U1f101t<� U n p 1X P.T. NAILER - — 8" C.M.U. TYPICAL 1/2"0 WEDGE TYPE a SHORE LINT9P �Y REQUIRED AT 4" FROM CORNERS. SEF BUCKS IN CONTNUOUS STD. 90' HOOK ANCHOR BOLT r� 24" O.C. TO COMPENSATE FOR pEAp SEALANT BED NOTE IT IS THE CONTRACTORS R� 516kJTY TO fiEVIEMI SEE DETAIL THIS SHEETN " W4„ LOAD DEFLECTION OF NOTE; 1"x P.T. WINDOW/DOOR BUCKS MAY BE USED IN LIEU OF ALL DRAWINGS BEFORE (ATO BEGINS, THE TYPE S MORTAR / MIN. EMBEDMENT NON -CURED MASONRY GROUT. 'THIS SPEC WITH FLORIDA PRODUCT APPROVED DOCUMENTATION. ENGINEER OF RECORD IS RESPONSIBLE FOR THE STRUCTURAL R4.2 MIN. INSULATION STUD OPTIONS:SHORING TO REMAIN IN PLACE WINDOW/ DOOR BUCK AND FASTENER SPECIFICATIONS SHOWN ON INTEGRITY OF TENS PROJECT ONLY. ANY DISCREPANCY #2 SVP. DOUBLE TOP PLATE 2"x 4" SYP #2 SPACED @ 12" O.C. A MINIMUM OF 14 DAYS TO FLORIDA PRODUCT APPROVAL DOCUMENTS OVERIDE THE BETWEEN FUD CONDITIONS, OTHER DESIGN PROFESSIONALS' ON EXT. BLOCK WALLS 2"x 6" SYP #2 SPACED @ 16" O.C. "X8"X16" K.O. BLOCK W/ 1 #5 CONT. ALLOW FOR CONCRETE GROUT SPECIFICATIONS SHOWN HERE. �DRAVIRM CONTRACTORS! p �� MUST BE BROUGHT 1X WD FURRING DECORATIVE COATING SIMPSON SP4 CONNECTOR 2"x 4" SYP #1 SPACED @ 16" o.C. AND FILLED W/ 2500 PSI CONCRETE CURING' WINDOW / DODR 3UGK 4TT 4C1 {MENTS TO THE ATTENTION OF THE ENGINEER OF RECORD RW T 024" O.C. r 1 5 VERT. IN CONC. FILLED CELL POWF=F5OX LINTEL BEAM DETAIL 17 18 1/2" GYPSUM -_--- R-11 INSULATION W STD. 90' HOOK IN K.O. BLOCKTHE COMMENCEMENT OF CONSTRUCTION. SCALE: N.T.S. WALLBOARD U.N.O. (1) #5 VERT. REBAR IN FILLED 1/2" CDX PLYWOOD OR 7/16" KNEE WALL A50VE MA50NRY WALL (DETAIL � � STRucTURES GROUPSNIS NOTO TT STARTEWONSILE FOR O.S.B. SHEATHING REQ'D. FOR � ANY pM CELLS. SEE FOUNDATION PLAN ALL EXTERIOR OR SHEAR WALLS SCALE: N.T.S. FOR LOCATION.AS INDICATED ON "THE PLAN. a' c1~1.0 WALL w/ DURO-WALL ATTACH SHEATHING W/ 8d aN.Y. THE STRUCTURES GR" C NOT HORIZONTAL WALL REINFORCEMENT RINGDSHANK NAILS @ 3" O.C. @ FOR E1tMW 5TRUCTUFA. COMPONE M 1X P.T. BASE NAILER AT EVERY 3rd. COURSE CONT. BOUNDARIES, 4" O.C. @ EDGES, C CONC. SILL To the beat of the engineer's knowledge, the 4"X4" INSPECTION PORT AND @ 6" O.C. @ FIELD-------� 6X6 W1.4XW1.4 WWF M.U. pian8 and Specifications comply with the BASEBOARD AT EACH FILLED CELL TYPICAL (1) ROW 2x BLOCKING FOR OR FIBERMESH WINDOW minimtuu requirementa of 'rile Florida Building WALL HGT. '8W-6". (2) ROWS 2x BLOCKING Cade - Reaident.ial. (2vw Editlow OR WALL HGT, > 8'-6". 8" C.M.U. e ........................... ............................. ° GRADE purr and s�iluatlenscemp N with rhes Florida LOAD BEARING OR F ° v ..... = hull," code - I�btD�r lA+L , se atkm pn%a MIN. 2500 PSI L J TERMITE PROTECTION MUST GOMPLY WIT SEG. IOgO.4, EXTERIOR WALL �- SINGLE 2"x P.T. STUD 0 4 _ o (3a7MD erdnicn) CONC SLAB I LT03.fD, 1503.6, It316, 2303.1.5.3.1, 2303.I.i3 AND 2304.11 (FBG 2010) N ��//j\/�j�//\ // ° �• �� "\���\/ plans and ep.citicatwnskV with tkra Florida 6X6 W1.4XW1.4 WWF N 5 VERT. IN FILLED CELL /\ HEADER BLOCK U.N.O. # r\\ \i •�' ` - quiId� , *action *05 for L w h wird sorLi �s 1 2" 7 EPDXY ANCHOR @ 24" /2" x 6" "J" BOLT © 24" 4" 8" (1) #5 CONT. (71110 CC*it1 Is valid for 12 months after the dates / O.C. VERT. OR _ to • and setEtd err until the i+sNrsrits of O.C. W/6' MIN. EMBEDMENT (USE 4 ) SIMPSON S YP. 1 /2" X 6" WEDGE ANCHOR MIN. _ the adltle�ri or tie Florida l9utldins Codes is -.--- -------- - - - - w- v - N z_ SIMPSON SP4 CONNECTOR SIMPSON SET EPDXY) OR 1/2" X SEE ATTACHMENT DETAIL ABOVE. `r v�� GRADE EACH STUD 6" J BOLT @24" O.C. tI > 2"x P.T. PLATE TYfi�'ICAL Ti-}IC{[NjD Sf Lia �D� IQ> ThlsdrawN�tss�rymid Naiwdfarthe Nructural �rtt�» a the drawkg onyx, Ardltoctural, NOTES. SCALE. N.T.S. slut 11, or nl®al �iEb, it sh-rm, are for I 3 1/2" MIN. 6X6 W1.4XW1.4 WWF IIII I III 0 visual redeem en and are net covered mer 6 MIL VAPOR BARRIER ;//,/\/// / / N 1. FILL ALL CELLS WHEN W I � Q SECT T OI �Jri thele "mL -- - ------------ -- a - - STEM WALL IS BETWEEN CLEAN POISONED AND COMP. i// // // z w z o. 4G U o p " TRUSSES SEE UPLIFT SCHEDULE SCALE: N.T.S. \/\/\/' 24' AND 40" IN HEIGHT �...-. ° REV. DATE &COMMENTS BY SOIL. (95% MODIFIED PROCTOR --------------------------- //\�i\/ ABOVE GRADE. cO 3 1 IU N J 4 0°//��// 3 1/2" MIN. o /\//• PER ASTM D1557) ISTD. 90° HOOK /2"'2\ /. \\/� — 3„ 2. FOR STEM WALLS PRECAST LINTEL (W/(1) SEE PLAN [MIN. CLR. (SEE DETAIL) GREATER THAN 40" �\ /�\\/\\\/\i� ,\/ \ \ \� \ \ \ \\ \\ TOP COURSE #5 CONT. FOR OPENINGS HIGH- CONSULT ENGINEER/j ////� //j //j/�/ 8"xa"x16" �ON� REATER THAN 6'-0". SEE K.O..O. BLOCK W/ SEE PLAN SEE PLAN 4" SEE PLAN 8" s POURED CONC. 4 PLANS FOR ADDITIONAL TYPICAL STEL" 1UAL� WALL SECTION I MIN. FRAME WALL TO G.M.U. 1x6 PT I-"5 ,45T CONT, REQUIRED REINFORCEMENT. U.N.O. � PRECAS�r coNc. WINDOW BUCK CONTRACTOR TO PROVIDE SOIL TREATMENT SCALE: N.T.S. TYFDICAL BEARING WALL 'a7 6jTE�' � LINTEL W/ r WALL CONNECTION SGALi=: N.T.S. REINFORCING r ALUMINUM WINDOW DOCUMENTATION TO INSPECTOR FOR REVIEW, SCALE: N.T.S. TaNPsrREp DOOR TRACK Gl_AS& (SEE FLOOR PLAN) (2) 2"x 12" WOOD HEADER W/ 1/2" PLYWOOD _ FLITCH PLATE UNLESS NOTED OTHERWISE ON PLAN _flrr 0 I - 1x P.T. BASE NAILER- _ NO HE: (1) ROW 2x BLOCKING FOR (y(J� 4"x4" INSPECTION PORT AT (2) SIMPSON MSTA240 EACH END SEE SECTION C/S2 WALL HGT. .8'-6". (2) ROWS 2x BLOCKING UNLESS NOTED OTHERWISE ON PLAN 4" CONCRETE SLAB W/ 13 EACH FILLED CELL TYPICAL FOR ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6". 6"x 6" WIAWL4 WWF SET TRACK IN 2 -ROWS 16d NAILS STAGGERED @ A FULL BED CAULK ®EA. WINDOW _ 16" 0/C EACH FACE OR 3 -ROWS OF CAULK PRECAST CONC. SILLI BASEBOARD SIMPSON SP4 CONNECTOR 1/2"0 WEDGE TYPE \ 16d NAILS STAGGERED @ 16" O/C ANCHOR BOLT @ 24" O.C. FOR 2"x10" OR GREATER HEADER STD. 90' HOOK G� 6x6 W1.4xW1.4 WWF v' (SEE DE'T'AIL) W/4" MIN. EMBEDMENT \ 4 + 40 L 2"x PLATE 6X6 W1.4XW1.4 WWF 16d NAILS @ a 4 1-- --- --- - _ 16" 0 C TYP. . d r ----o - p� z z / SEE FLOOR PLAN FOR < HEADER SIZE O P \ \ \'.....---......................................................... a -.-.. ....................._... .�--------.... .- CLEAN, POISON AND COMPACT SOL z zd4G z \/jj 4 w d (COMPACTED TO 95% MODIFIED TYP, SECTION TI- RU WINDO(fJ11 6 MIL VAPOR ` / �/c1J _ L BARRIER \/\ ` Q �9 j\\\\ / w /�/�\�% _////�/ 4„ J� LL 2x4 \//j�\\`�� PROCTOR ASTM D155/) o / rY1 ' e \`�- \\\\ CRIPPLE SCA!_.E: N.T.S. / / \ \//\�/�\ \ STUD (1) 2"x4" TRIMMER\. SEE PLAN \ \ \ \� `, / \\ �\\�`'`� \\ NOTE: TYPICAL SEE STUD (TYP.) NOTE: INSET TRACK //, #5 CONT. //�� / �/ / HILT] 1/2"0 KWIK BOLT II FLOORPLAN FROM OUTSIDE FACE MIN. CLR. CLEAN POISONED AND COMP. W/ 6" EMBEDMENT MAY BE FOR COLUMN OF BLOCK #5 REBAR CONT. �• c 5 8 SEE PLAN 8" USED IN LIEU OF ANCHOR � EXTEND FILLED CELL /r SEE PLAN .SOIL. (COMPACTED TO .JAI MODIFIED SIZE I I S G D SECTION C T I❑ N ON 3" CHAIRS TYP. PROCTOR ASTM D1557) BOLTS. REINFORCEMENT TO t) SIMPSON HTTS @EACH POST , SEE PLAN CONTRACTOR TO PROVIDE SOIL -TREATMENT TYPICAL INTERIOR B EARING WALL �✓ UNLESS NOTED OTHERWISE ON PLAN NOT TO SCALE DOCUMENTATION -TO INSPECTOR FOR _VIEW. SCALE. NTS LINE OF CONT. STEM PAD MAT REINFORCING P.T. BOT. PLATE WALL FOOTING ALTERNATE MONO—FOOTING 2 aoFN�R 1/2" MIN. PLYWOOD SHEATHING NAILED i` ~ SCALE: N.T.S. /vc W/ 8d RINGSHANK NAILS @ 3" 0/C BOUNDARIES, { STUD OPTIONS: 4" 0/C EDGES, AND 6" 0/C FIELD. NOTCH LINTEL WHERE UIRED 2"x 4" SYP #2 SPACED @ 12" O.C. CONT. FOOTING z RE 1/2" MIN. PLYWOOD SHEATHING NAILED FOR CONCRETE PLACEMENT � UPLIFT CONNECTIONS REQUIRED (1) ROW OF BLOCKING FOR WALL 2"x 6" SYP #2 SPACED @ 16" O.C. STEEL W/ 8d RINSHANK NAILS @ 3" 0/C BOUNDARIES, AT LOAD BEARING WALLS ONLY _<8'-6" 2 ROWS FOR 2"x 4" SYP 1 SPACED @ 16" O.C. c SCHEDULE KNOCK -OUT BLOCK W/ (1) #5 O # SEE 4" O/C EDGES, AND 6" O/C FIELD. WALLS > 8'-6" r� STUD OPTIONS: �C FND PLAN 2"x 4" SYP #2 SPACED @ 12" O.C. (1) ROW OF BLOCKING FOR WALL 2"x 6" SYP #2 SPACED @ 16" O.C. 8'-6" (2) ROWS FOR 2"x 4" SYP #1 SPACED @ 16" O.C. WALLS > 8'-6" 1/2"0 WEDGE TYPE WOOD SIDING TO FINISH 6" ANCHOR BOLT @ 24" O.C. ABOVE FINISHED GRADE OR DECORATIVE CEMENT W/4" MIN. EMBEDMENT OVER WIRE LATH 6X6 W1.4XW1.4 WWF SIMPSON SP4 @ EA. STUD 2X P. PLATE _. 1----- ------ --r- --- Z \ w i 6 MIL VAPOR / \`. / //���1 Z_ V) - BARRIER LOAD BEARING/EXTERIOR WOOD SIDING TO FINISH 6" FOR FOOTING DEPTH MIN. y/ Li WALL HEADER DETAIL -j 1/2"0 WEDGE TYPE ABOVE FINISHED GRADE OR & REINFORCEMENT SCALE: N.T.S. ANCHOR BOLT @ 24" O.C. RIELATH ENT OVERWR W/5" MIN. EMBEDMENT TYPICAL FAD FOOTING DETAIL FOR STEMUJALL FOUNDATION 15 JOB NUMBER: 2012 6X6 W1.4XW1.4 WWF SIMPSON SP4 @ EA. STUD SCALE: N.T.5. DATE: JUNE 1, 2013 z ", �- 2X P.T. PLATE --- BLOCK WALL BEYOND DRAWN BY: _ 4 - _ Ill FILLED CELL W/ #5 VERTICAL - w EXPANSION JOINT `V �-�--------�- b � <1) _�, N VARI 5 -, �� �e� '� U) O =ice 1� GRADE 0. H.D. RECESS SCALE 4" /\�/���i \//\//� //\//� (4) 1/2"0 x 6" "J" BOLTS @24" U.C. OR 6 MIL VAPOR BARRIER//j� 1/2" X 6" WEDGE TYPE ANCHOR SHEET NUMBER _===_:_ CLEAN POISONED AND COMP. /�\�//\ z W J CONT. WOOD TRIM D „• //\/ / SOIL. (95% MODIFIED PROCTOR /\//�/ n • �� / \ NorEa: \/\� \\ ) 3 . /�. 2"x6" P.T. WOOD JAMB / / b PER ASTM D1557 MIN. CLR. FILL LINTEL AND ALL CELLS ABOVE LINTEL. /\��/ o//�/�` SEE PLAN SEE PLAN 1.FILLALL CELLS WHEN 3 MIN. CLR. � � VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. �\/j\\� / /� \\/ ON 3" CHAIR STEM N HEIGHTLIS ABOVETGRADE24" AND 40 f - NOTE: SEE PLAN FOR GARAGE DOOR SIGN & AL #5 REBAR CUNT, ON 3" CHAIRS TVP. SEE PLAN 3� SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. 1'-4" 2. FOR STEM WALLS GREATER THAN ENGINEERED WINDSPEED SEE PLAN 4 OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH (2) #5 corJT. 40" HIGH- CONSULT ENGINEER DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT DOOR AND CONNECTION PER TYPICAL EXTERIOR FRAME WALL K�3� UNLESS NOTED ON FLOOR PLAN. TYPICAL (_-4ARAGE DOOR (RECE5Sr0 GARAGE DOOR MANUFACTURER MONOLITHIC FOOTING 5CALE: N.T.S.SCALE: N.T.5. TYFICAL EXTERIOR FRAME WALL 12 TYPICAL GARAGE DOOR TYPICAL FILLED LINTEL ASSEM�3LY STEM WALL FOOTING SCALE: N.T.S. S. 1� SCALE: N.T.5. TRACK MOUNTING DETAIL SCALE: N.T. ((j 3 (1 y2013 - - STD. 90• HOOK /PRECAST LINTEL FILLED W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE AND AS NOTED ON PLANS. OPENING FILLED CELL W/ (1) #5 VERTICAL SEE EDN. PLAN FOR LOCATION I LOAD BEARING/EXTERIOR WOOD SIDING TO FINISH 6" FOR FOOTING DEPTH MIN. y/ Li WALL HEADER DETAIL -j 1/2"0 WEDGE TYPE ABOVE FINISHED GRADE OR & REINFORCEMENT SCALE: N.T.S. ANCHOR BOLT @ 24" O.C. RIELATH ENT OVERWR W/5" MIN. EMBEDMENT TYPICAL FAD FOOTING DETAIL FOR STEMUJALL FOUNDATION 15 JOB NUMBER: 2012 6X6 W1.4XW1.4 WWF SIMPSON SP4 @ EA. STUD SCALE: N.T.5. DATE: JUNE 1, 2013 z ", �- 2X P.T. PLATE --- BLOCK WALL BEYOND DRAWN BY: _ 4 - _ Ill FILLED CELL W/ #5 VERTICAL - w EXPANSION JOINT `V �-�--------�- b � <1) _�, N VARI 5 -, �� �e� '� U) O =ice 1� GRADE 0. H.D. RECESS SCALE 4" /\�/���i \//\//� //\//� (4) 1/2"0 x 6" "J" BOLTS @24" U.C. OR 6 MIL VAPOR BARRIER//j� 1/2" X 6" WEDGE TYPE ANCHOR SHEET NUMBER _===_:_ CLEAN POISONED AND COMP. /�\�//\ z W J CONT. WOOD TRIM D „• //\/ / SOIL. (95% MODIFIED PROCTOR /\//�/ n • �� / \ NorEa: \/\� \\ ) 3 . /�. 2"x6" P.T. WOOD JAMB / / b PER ASTM D1557 MIN. CLR. FILL LINTEL AND ALL CELLS ABOVE LINTEL. /\��/ o//�/�` SEE PLAN SEE PLAN 1.FILLALL CELLS WHEN 3 MIN. CLR. � � VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. �\/j\\� / /� \\/ ON 3" CHAIR STEM N HEIGHTLIS ABOVETGRADE24" AND 40 f - NOTE: SEE PLAN FOR GARAGE DOOR SIGN & AL #5 REBAR CUNT, ON 3" CHAIRS TVP. SEE PLAN 3� SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. 1'-4" 2. FOR STEM WALLS GREATER THAN ENGINEERED WINDSPEED SEE PLAN 4 OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH (2) #5 corJT. 40" HIGH- CONSULT ENGINEER DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT DOOR AND CONNECTION PER TYPICAL EXTERIOR FRAME WALL K�3� UNLESS NOTED ON FLOOR PLAN. TYPICAL (_-4ARAGE DOOR (RECE5Sr0 GARAGE DOOR MANUFACTURER MONOLITHIC FOOTING 5CALE: N.T.S.SCALE: N.T.5. TYFICAL EXTERIOR FRAME WALL 12 TYPICAL GARAGE DOOR TYPICAL FILLED LINTEL ASSEM�3LY STEM WALL FOOTING SCALE: N.T.S. S. 1� SCALE: N.T.5. TRACK MOUNTING DETAIL SCALE: N.T. ((j 3 (1 y2013 'ABLE TRUSS SEE STRUCTURAL NOTES AND NAILING 2 x 4 TOP CORD BLOCKING 0 48 U.C. FOR 20'-0" MAX 20'-0" MAX FIRST FOUR ROWS OF TRUSSES 0 EDGES OF y SCHEDULE FOR SHEATHING DETAIL SHEATHING TYPICAL, BACK NAIL AND TOE"X"BOTTOM - '0 NAIL ALTERNATE ENDS W/ (2) 16d NAILS. BRACE SEE DETAIL- CON iINUOUS U fTUM CURD BRACING 1"Xh" MIN. 2X6 FASCIA X x 77Y DOWNSET TOPCHORD OF GABLE END TRUSS TO RUN 2"x 4" - U OUTLOOKERS SPACED 024" 1�m (2) 16d TOENAILS O.C. (1) SIMPSON H5 0 EACH INTO EACH LEDGER. OUTLOOKER 2"x 4" LEDGER. (2) 12d \ TO EACH TRUSS WEB. "L" BRACE TO EXTEND AT LEAST -� "L" BRACE W/ 10d @ 4" O.C. NOTE: 90% OF WEB LENGTH (SEE TABLE) 12 (SEE SCHEDULE FOR SIZE 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, (2) 2"x4" DIAG. BRACING SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 5F'ACED @ 48" 0/C. (4) 16d -.AND LOCATION) 8 MAX, NAILS EACH END (TYP) 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH ABLE TRUSS j \ 10dx3" NAILS ® 4" 0/C. 2x4 PANEL BLOCKING @ 48" O.C.1/2" CDX PLYWOOD OR 7/16" OSB FOR THE FIRST 8'-0" OF END WALL SHEATHING ATTACHED W/ 8d RINGSHAND NAILS 0 4" O.C. FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD ATTACHED W/ (2) 16-d TOENAILS = 10dX3" CN 3" O/C THROUGH CHORD INTO 2"x6" P.T. PLATE Fi in in 04 iQ U 04 P4 to 8 9 >a t4 .1 v Co o� � V! W L S (FASTENER SPACING) L' BRACING REQUIREMENTS(5ASED ON HEIGHT VERTICAL WEB NO (1) 2"x4" (2) 2"x4" SPACING "L" BRACE "L" BRACE "L" BRACE (2) 2"6" "L" BRACE 16" 0'0" - 4'-5" 4'-V' - 8'-0" 8'-0" - 12'-0" 12'-0" - 16'-0" 24" 0'-0" - 4'-0" 4'-0" - 7'-0" 7'-0" - 10'-0" 10'-0" - 14'-0" CISSOR GABLE — (2) 2"x8" (1) 2"x8" #2 S.P.F. Q EACH VERTICAL FULL HEIGHT 0 DIAPHRAGM BLOCKING AND SEE STRUCTURAL NOTES AND NAILING 2 x 4 TOP CORD BLOCKING 0 48 U.C. FOR 20'-0" MAX 20'-0" MAX FIRST FOUR ROWS OF TRUSSES 0 EDGES OF y SCHEDULE FOR SHEATHING DETAIL SHEATHING TYPICAL, BACK NAIL AND TOE"X"BOTTOM - '0 NAIL ALTERNATE ENDS W/ (2) 16d NAILS. BRACE SEE DETAIL- CON iINUOUS U fTUM CURD BRACING 1"Xh" MIN. 2X6 FASCIA X x 77Y DOWNSET TOPCHORD OF GABLE END TRUSS TO RUN 2"x 4" - U OUTLOOKERS SPACED 024" 1�m (2) 16d TOENAILS O.C. (1) SIMPSON H5 0 EACH INTO EACH LEDGER. OUTLOOKER 2"x 4" LEDGER. (2) 12d \ TO EACH TRUSS WEB. "L" BRACE TO EXTEND AT LEAST -� "L" BRACE W/ 10d @ 4" O.C. NOTE: 90% OF WEB LENGTH (SEE TABLE) 12 (SEE SCHEDULE FOR SIZE 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, (2) 2"x4" DIAG. BRACING SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 5F'ACED @ 48" 0/C. (4) 16d -.AND LOCATION) 8 MAX, NAILS EACH END (TYP) 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH ABLE TRUSS j \ 10dx3" NAILS ® 4" 0/C. 2x4 PANEL BLOCKING @ 48" O.C.1/2" CDX PLYWOOD OR 7/16" OSB FOR THE FIRST 8'-0" OF END WALL SHEATHING ATTACHED W/ 8d RINGSHAND NAILS 0 4" O.C. FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD ATTACHED W/ (2) 16-d TOENAILS = 10dX3" CN 3" O/C THROUGH CHORD INTO 2"x6" P.T. PLATE Fi in in 04 iQ U 04 P4 to 8 9 >a t4 .1 v Co o� � V! W L S (FASTENER SPACING) PAN ELS TO PROTECT WIN -DOW / DOOR OPENINGS AGAINST L <= 2'-0" 16" O.C. MISSILE IMPACT. ALL PANELS TO BE LABELED AND STORED. 2'-0' < L <= 4'-0" 16" O.C. ELCO TEXTRON FEMALE PANELMATE FACE OF MASONRY OR PANELS TO BE CUT TO PROTECT STOREFRONT WINDOWS X_ 12" O.C. ANCHOR W/ 1-s" MIN. EMBEDMENT SEE PLYWOOD WALL HIP GIRDER G I 0 SCHEDULE FOR SPACING SHEATHING WHICH ARE LESS THAN 96" IN WIDTH. PRE -DRILL -PANELS TO SIN RECEIVE 2 1/2" LONG 98 SHEET METAL SCREWS AS PER FBC cEMENTITIOUS OR OTHER LL rA 2x4 T ON TOP OF PANEL BLOCKING, FASTEN WITH MOISTURE BARRIER GABLE END BRACING @00 CO w y 1OdxY 0 4" o/C 4'-0" 0/C MAX FOR , SIMPSON META20 OR LTAI FIRST (4) ROWS OF TRUSSES C/D 5/8" OR 1/2" CEILING DENSE GYPSUM WALL 41SPACED 0 24" O.C. SEE DETAILS. w Z �, P' 4 BOARD FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG DRYWALL SCREWS COMPLYING WITH �r>� r PLAN ^ I . . -. ..... ......... ...... .......... .......... ......... .... ASTM C1002 FOR FIRST 8'-0" FROM END WALL 7 R ❑ ❑ F BRACING f- L Af 1 I V . ..... ...... ..... .. ............... ...... .. ..... 0 4" 0/C TYPICAL 4 GABLE S E C T I O N NOT TO SCALE ©'FELE °RA'ttNS NIE 11E IT U 6 M N�AaFO�. PL �� ROOM --- NOTE: rr � ,� cONTRACTDRs RESPONSIBILITY m REVIEIM OF OO�IOC ALL DRA OF RBMW CONSMCTION ECORD Is BEGNIS THE N ❑ T T 0 SCALE DOW OF FOR THE SiRl1CTF1RAL I ll If �f 1 If --11— 1 f —11 1��F INTEGRTY OF TINS PROJECT ONLY. ANY DISC UANCY ONT. BEARING SIMPSON META20 OR LTA1SEE STRUCTURAL NOTES AND NAILING 2% 4" TOP CORD BLOCKING 0 48" O.C. FOR 6E 1111M HELD CONOI110NS, OTHER DESIGN PRINMONALS' SPACED 0 24" O.C. SCHEDULE FOR SHEATHING DETAIL FIRST FOUR ROWS OF TRUS5ES 0 EDGES OF SW DRAw1NGS„ CONTRACTORS' BUILDING METHODS, AND 1 DRAVANGS WJST BE WMT GABLE END D E � A I L SEE ARCHITECTURAL NAILSHETHING ALTERNATE ENDS W/ O L1 AND N ILS TO THE ATTENTION OE THESE SIGNED AND � ENGINEER RECORD PRIOR TO SHEETS F 0 R ALL 2X6 FASCIA THE COMM AENT OF CONSTRUCTION. No -r -ro SCALE INFORMATION REGARDING �,� AL 1 10START OFMY DOWNSET TOPCHORD OF GABLE � ANY � dtOUP � NOT � FroR NON—STRUCTURAL ISSUES. END TRUSS TO RUN 2"x 4" THE s rxM r IS RE"SIDLE FOR I a1aNGES 2'- 0" OUTLOOKERS SPACED 0 24" O.C. (1) SIMPSON H5 0 EACH MINIMUM 2"x4" CROSS To sRUCTU E �FOUPMI 1 '` PAGES ANY FINISHES, TRIMWORK, (2) 16a TOENAILS MAx (�_ aFr!x. THE ,;r�,�r�r,�� ETC ... S H 0 WN O N THIS INTO EACH LEDGER. OUTLOOKER FUR LUCATIEE )LAN FOR ENSTM STRUCTURN COMPa�lE►'M '1'o the best of the engineer's knowledge, the SHEET IS FOR REFERENCE 2% 4" LEDGER. (2 12d minim acid gpeaificat i ons comply with the TO EACH TRUSS WEB. "L" BRACE TO EXTEND AT LEAST minimum requirements of The E'10lorida Building Code - Residential. (20V Edition) 90% OF WEB LENGTH (SEE TABLE) 2) 16d PER JOINT Pieria end speolfhMtkwo N with "Plor'rds 1 z PURPOSES ONLY. (2_) 2°x4° DIAG. BRACING �..-. `------.._...-._.SSFP'ACED ©48" 0/C. (4) 16d MAX. Il�wwldrr� - Ielrtr° I� , ..otla,I B % NAILS ® EACH END (TYP) (ate edFtiar>1 "L" BRACE W/ 10d 4" 0/C ABLE TRUSS (SEE SCHEDULE FOR `TILE 2x4 PANEL BLOCKING 0 48" O.C. 1/2" CDX PLYWOOD OR 7/16" OSB build � �twn IOMfor tg Ow ��zcxb, FOR THE FIRST 8'-0" OF END WALL SHEATHING ATTACHED W 8d RINGSHAND NAILS 0 4" O.C. (20i9Itis+� AND LOCATION) / FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD This draw rs valid for aiteF the date ATTACHED W/ (2) 16-d TOENAILS ONTINUOUS BOTTOM CORD BRACING 1"x4" MIN. h Is s and sealed or swill the re�lkaments ail' 1OdX3" 0 3" 0/C THROUGH the 2 edition o► the 111wida ftild Code 4 "1 11 1CHORD INTO 2"x6"" P."F. PLATE , 8 " X " B R A C I N G DETAIL "W" cta"Nu is eigned am ..sled for the etruetwal portion» of Ow drawn rig on141. �a1, 2x4 "T" ON TOP OF PANEL SIMPSON HGA10 @ 36" O.C. eb®tr I, or Meal deUlle, It gwwi, are Par BLOCKING, FASTEN WITH ___ N ❑ r TO SCALE mal r��rr�e only and are not r r - --ABLE TRUSS 10dx3" 0 4" 0/C STUD WALL (SEE TYP. SEC.) this seal. SIMPSON SP4 C� 5/8" OR 1/2" CEILING DENSE GYPSUM WALL BOARD EACH STUD REV. DATE & COMMEN TS BY FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG ---- DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR DBL. TOP PLATE FIRST 8'-0" FROM END WALL 0 4" 0/C TYPICAL 5 GABLE SECTION NOT TO SCALE PRE-ENGINEERED WOOD TRUSSES OVERLAP 2"x L- BRACE 2�2"x 4" DIACONAL BRAGINCx AT LEAST ONE "TRUSS ATTACHED LU/ 1111 NAIL5 ATTACHED LU/ (5) Od NAILS SPACE 4" O/C TYPICAL. DBL. TOP PLATE r� SIMPSON IIGA10 STUDS 16" O.C. ONT. BEARING (TYP) SIMPSON SP4 CzAPL E TRU55 WEB (9 EACH STUD J 9 GABLE END DIAG ATTACHMENT .� 2 GABLE END DETAIL - FRAME MINIMUM (2) 12a PER JOINT NOT TO SCALE Q - -- NOT T❑ SCALE INIMUM 1"x4" TRUSS BRACING 0 6 RAT -RUN BRACING DETAIL W I NUT TO SCALE W❑❑D HEADER AS PER STRUCTURAL PLANS z CONTRACTOR TO PROVIDE PRE-CUT 7/16" WOOD STRUCTURAL L S (FASTENER SPACING) PAN ELS TO PROTECT WIN -DOW / DOOR OPENINGS AGAINST L <= 2'-0" 16" O.C. MISSILE IMPACT. ALL PANELS TO BE LABELED AND STORED. 2'-0' < L <= 4'-0" 16" O.C. ELCO TEXTRON FEMALE PANELMATE FACE OF MASONRY OR PANELS TO BE CUT TO PROTECT STOREFRONT WINDOWS 4'-O" < L <= 6'-0' 12" O.C. ANCHOR W/ 1-s" MIN. EMBEDMENT SEE PLYWOOD WALL HIP GIRDER 9' O.C. SCHEDULE FOR SPACING SHEATHING WHICH ARE LESS THAN 96" IN WIDTH. PRE -DRILL -PANELS TO SIN RECEIVE 2 1/2" LONG 98 SHEET METAL SCREWS AS PER FBC cEMENTITIOUS OR OTHER LL rA • '" FINISH SECTION 1606.1.4 AND TABLE 1606.1.4. fid' 0 44 C+T j 0 k co Fri o co� 0 2x4 T ON TOP OF PANEL BLOCKING, FASTEN WITH MOISTURE BARRIER GABLE END BRACING @00 CO w y 1OdxY 0 4" o/C 4'-0" 0/C MAX FOR , SIMPSON META20 OR LTAI FIRST (4) ROWS OF TRUSSES C/D 5/8" OR 1/2" CEILING DENSE GYPSUM WALL 41SPACED 0 24" O.C. SEE DETAILS. w Z �, P' 4 BOARD FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG DRYWALL SCREWS COMPLYING WITH �r>� r PLAN ^ I . . -. ..... ......... ...... .......... .......... ......... .... ASTM C1002 FOR FIRST 8'-0" FROM END WALL 7 R ❑ ❑ F BRACING f- L Af 1 I V . ..... ...... ..... .. ............... ...... .. ..... 0 4" 0/C TYPICAL 4 GABLE S E C T I O N NOT TO SCALE ©'FELE °RA'ttNS NIE 11E IT U 6 M N�AaFO�. PL �� ROOM --- NOTE: rr � ,� cONTRACTDRs RESPONSIBILITY m REVIEIM OF OO�IOC ALL DRA OF RBMW CONSMCTION ECORD Is BEGNIS THE N ❑ T T 0 SCALE DOW OF FOR THE SiRl1CTF1RAL I ll If �f 1 If --11— 1 f —11 1��F INTEGRTY OF TINS PROJECT ONLY. ANY DISC UANCY ONT. BEARING SIMPSON META20 OR LTA1SEE STRUCTURAL NOTES AND NAILING 2% 4" TOP CORD BLOCKING 0 48" O.C. FOR 6E 1111M HELD CONOI110NS, OTHER DESIGN PRINMONALS' SPACED 0 24" O.C. SCHEDULE FOR SHEATHING DETAIL FIRST FOUR ROWS OF TRUS5ES 0 EDGES OF SW DRAw1NGS„ CONTRACTORS' BUILDING METHODS, AND 1 DRAVANGS WJST BE WMT GABLE END D E � A I L SEE ARCHITECTURAL NAILSHETHING ALTERNATE ENDS W/ O L1 AND N ILS TO THE ATTENTION OE THESE SIGNED AND � ENGINEER RECORD PRIOR TO SHEETS F 0 R ALL 2X6 FASCIA THE COMM AENT OF CONSTRUCTION. No -r -ro SCALE INFORMATION REGARDING �,� AL 1 10START OFMY DOWNSET TOPCHORD OF GABLE � ANY � dtOUP � NOT � FroR NON—STRUCTURAL ISSUES. END TRUSS TO RUN 2"x 4" THE s rxM r IS RE"SIDLE FOR I a1aNGES 2'- 0" OUTLOOKERS SPACED 0 24" O.C. (1) SIMPSON H5 0 EACH MINIMUM 2"x4" CROSS To sRUCTU E �FOUPMI 1 '` PAGES ANY FINISHES, TRIMWORK, (2) 16a TOENAILS MAx (�_ aFr!x. THE ,;r�,�r�r,�� ETC ... S H 0 WN O N THIS INTO EACH LEDGER. OUTLOOKER FUR LUCATIEE )LAN FOR ENSTM STRUCTURN COMPa�lE►'M '1'o the best of the engineer's knowledge, the SHEET IS FOR REFERENCE 2% 4" LEDGER. (2 12d minim acid gpeaificat i ons comply with the TO EACH TRUSS WEB. "L" BRACE TO EXTEND AT LEAST minimum requirements of The E'10lorida Building Code - Residential. (20V Edition) 90% OF WEB LENGTH (SEE TABLE) 2) 16d PER JOINT Pieria end speolfhMtkwo N with "Plor'rds 1 z PURPOSES ONLY. (2_) 2°x4° DIAG. BRACING �..-. `------.._...-._.SSFP'ACED ©48" 0/C. (4) 16d MAX. Il�wwldrr� - Ielrtr° I� , ..otla,I B % NAILS ® EACH END (TYP) (ate edFtiar>1 "L" BRACE W/ 10d 4" 0/C ABLE TRUSS (SEE SCHEDULE FOR `TILE 2x4 PANEL BLOCKING 0 48" O.C. 1/2" CDX PLYWOOD OR 7/16" OSB build � �twn IOMfor tg Ow ��zcxb, FOR THE FIRST 8'-0" OF END WALL SHEATHING ATTACHED W 8d RINGSHAND NAILS 0 4" O.C. (20i9Itis+� AND LOCATION) / FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD This draw rs valid for aiteF the date ATTACHED W/ (2) 16-d TOENAILS ONTINUOUS BOTTOM CORD BRACING 1"x4" MIN. h Is s and sealed or swill the re�lkaments ail' 1OdX3" 0 3" 0/C THROUGH the 2 edition o► the 111wida ftild Code 4 "1 11 1CHORD INTO 2"x6"" P."F. PLATE , 8 " X " B R A C I N G DETAIL "W" cta"Nu is eigned am ..sled for the etruetwal portion» of Ow drawn rig on141. �a1, 2x4 "T" ON TOP OF PANEL SIMPSON HGA10 @ 36" O.C. eb®tr I, or Meal deUlle, It gwwi, are Par BLOCKING, FASTEN WITH ___ N ❑ r TO SCALE mal r��rr�e only and are not r r - --ABLE TRUSS 10dx3" 0 4" 0/C STUD WALL (SEE TYP. SEC.) this seal. SIMPSON SP4 C� 5/8" OR 1/2" CEILING DENSE GYPSUM WALL BOARD EACH STUD REV. DATE & COMMEN TS BY FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG ---- DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR DBL. TOP PLATE FIRST 8'-0" FROM END WALL 0 4" 0/C TYPICAL 5 GABLE SECTION NOT TO SCALE PRE-ENGINEERED WOOD TRUSSES OVERLAP 2"x L- BRACE 2�2"x 4" DIACONAL BRAGINCx AT LEAST ONE "TRUSS ATTACHED LU/ 1111 NAIL5 ATTACHED LU/ (5) Od NAILS SPACE 4" O/C TYPICAL. DBL. TOP PLATE r� SIMPSON IIGA10 STUDS 16" O.C. ONT. BEARING (TYP) SIMPSON SP4 CzAPL E TRU55 WEB (9 EACH STUD J 9 GABLE END DIAG ATTACHMENT .� 2 GABLE END DETAIL - FRAME MINIMUM (2) 12a PER JOINT NOT TO SCALE Q - -- NOT T❑ SCALE INIMUM 1"x4" TRUSS BRACING 0 6 RAT -RUN BRACING DETAIL W I NUT TO SCALE W❑❑D HEADER AS PER STRUCTURAL PLANS z CONTRACTOR TO PROVIDE PRE-CUT 7/16" WOOD STRUCTURAL L S (FASTENER SPACING) PAN ELS TO PROTECT WIN -DOW / DOOR OPENINGS AGAINST L <= 2'-0" 16" O.C. MISSILE IMPACT. ALL PANELS TO BE LABELED AND STORED. 2'-0' < L <= 4'-0" 16" O.C. ELCO TEXTRON FEMALE PANELMATE FACE OF MASONRY OR PANELS TO BE CUT TO PROTECT STOREFRONT WINDOWS 4'-O" < L <= 6'-0' 12" O.C. ANCHOR W/ 1-s" MIN. EMBEDMENT SEE PLYWOOD WALL HIP GIRDER 9' O.C. SCHEDULE FOR SPACING SHEATHING WHICH ARE LESS THAN 96" IN WIDTH. PRE -DRILL -PANELS TO SIN RECEIVE 2 1/2" LONG 98 SHEET METAL SCREWS AS PER FBC cEMENTITIOUS OR OTHER • '" FINISH SECTION 1606.1.4 AND TABLE 1606.1.4. SEE UPLIFT SCHEDULE FOR STRAPPIN' j •`•• CORNER JACK Fri o k ANCH. ALTERNATE PROTECTION MAY BE PROVIDED USING D : . HURRICANE SHUTTER SYSTEMS APPROVED FOR USE IN WIND PL SEC ar wo- -- y' /4-20 SCREW W/ 1 \ 1 7 WASHER BOURNE DEBRIS ZONES AS PER PBC, 2010. C PLYWOOD PANEL — SEE o TIMBER OR SCHEDULE FOR MIN. a MASONRY OPENING THICKNESS EDGE OF PLYWOOD PANEL m rs1TYPICAL FASTENER ATTACHMENT 9m. "'s QLAM OMWQ PLYWOOD PROTECTION PANEL $OEM L - GREATER VALUE OF L1 OR L2 , S = FASTENER SPACING L S (FASTENER SPACING) PLYWOOD PANEL THICKNESS L <= 2'-0" 16" O.C. 7/16" MIN. 2'-0' < L <= 4'-0" 16" O.C. 7/16" MIN. 4'-O" < L <= 6'-0' 12" O.C. 7/16" MIN. 6'-0" < L <= 8'-0' 9' O.C. 7/16" MIN. t 2' MIN. 1 SIMPS ETA12 @ EAC END JACK TY , PLYWOOD PANEL TYP ) ( 1 F_I_CO TEXTRON FEMALF;—\ LINE OF WALL OPENING 1) SIMPSON ETA20 © HIP JACK PANELMATE ANCHORS 1-3/4" MIN. EMBED NOTES: 1. ALL PANELS SHALL BE PRE—CUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. - - - OUBLE TOP PLATE 0 7/ Q 0 16 MINIMUM PLYWOOD / OSB SHEATHING, ATTACH SHEETS IN STAGGERED Q PATTERN STARTING FR❑M CORNER [IF WALL, JOB NUMBER: DATE: DRAWN BY: ATTACH PLYWOOD SCALE: SHEATHING W/ 8d SHEET NUMBER RINGSHANK NAILS @ 3" ❑ C. �� PERIMETER, 4" O,C, EDGES AND 6" O C FIELD. SIGN & SEAL GLE P,T, BOTTOM ATE, SEE TYP WALL CTI❑N FOR FA 3 HIP R❑❑F FRAMING 10 WALL SHEATHING ATTACHMENT ATTACHMENT A EXTERNAL PLYWOOD PANEL PROTECTION LS_L�Ak SCHEDULE - _-__-- -- - NTS NOT TO SCALE NOT TO SCALE Window aad (1001, opera require debris impact protection as per Chapter 16 of the fF3C, 2010 Edition. Protection can be provided dirougli external panels (shown here), pre-engineered shutters (by others) or impact rated windows/doors (by others) SIN PL SEC OUBLE TOP PLATE 0 7/ Q 0 16 MINIMUM PLYWOOD / OSB SHEATHING, ATTACH SHEETS IN STAGGERED Q PATTERN STARTING FR❑M CORNER [IF WALL, JOB NUMBER: DATE: DRAWN BY: ATTACH PLYWOOD SCALE: SHEATHING W/ 8d SHEET NUMBER RINGSHANK NAILS @ 3" ❑ C. �� PERIMETER, 4" O,C, EDGES AND 6" O C FIELD. SIGN & SEAL GLE P,T, BOTTOM ATE, SEE TYP WALL CTI❑N FOR FA 3 HIP R❑❑F FRAMING 10 WALL SHEATHING ATTACHMENT ATTACHMENT A EXTERNAL PLYWOOD PANEL PROTECTION LS_L�Ak SCHEDULE - _-__-- -- - NTS NOT TO SCALE NOT TO SCALE Window aad (1001, opera require debris impact protection as per Chapter 16 of the fF3C, 2010 Edition. Protection can be provided dirougli external panels (shown here), pre-engineered shutters (by others) or impact rated windows/doors (by others) LS_L�Ak SCHEDULE - _-__-- -- - NTS NOT TO SCALE NOT TO SCALE Window aad (1001, opera require debris impact protection as per Chapter 16 of the fF3C, 2010 Edition. Protection can be provided dirougli external panels (shown here), pre-engineered shutters (by others) or impact rated windows/doors (by others) FIRE RATED SHEATHING (48" BEYOND EACH WALL) l i� ' /r i(• 1� 1( )( jl I( jl )( N( )I R30 BATT INSUL CEILING BOARD (1) 2x8 PT LEDGER W/ 2 ROWS OF 1 2"0 7HRU- BOLTS FIREWALL CLASSIFICATION (2 HOUR) AT 32" O.C. &STAGGERED MASONRY FIREWALL; UL U901 GYPSUM KNEEWALL; UL U308 NON -LOAD BEARING TENANT FIRE WALL rA_ SECTION-2-HOUR RATED SCALE: N.T.S. FIRE RATED SHEATHING (48" BEYOND FIREWALL FACE) TRUSS @ 2'-0" O.C. TYP. R30 BATT INSUL 2"x 4" WOOD FRAME KNEEWALL CEILING BOARD W/ (2) "TYPE X GYPSUM (2) COURSES OF LAYERS EACH FACE. K.V. BLOCK W/ (1) #5 CONT. INSTALL AS PER UL U308 (2 HOUR) FIREWALL CLASSIFICATION (2 HOUR)2x8 PT LEDGER W/ 2 ROWS OF (1) MASONRY FIREWALL; UL U901 2"0 THRU- BOLTS GYPSUM KNEEWALL; UL U308 AT 32" O.C. & STAGGERED �AA ILLOAD BEARING TENANT SEPERATION STUCCO & PAINT BLOCK AT INSIDE OF GARAGE AREA 4" THICK 2500 PSI CONC. SLAB WD. CAP w/ 6x 6 W1.4W1.4 WWF IN SECTION .1609, THIS STRUCTURE .DOES MEET THE REQUIREMENTS FOR AN .006" POLYETHYLENE VAPOR BARRIER INTERNAL, PRESSURE COEEFIC.IENT OF +0.18 AND -0.18, UNADJUSTED FOR UNDER SLAB OVER CLEAN COMPACTED 1/2" GYP. FILL (AS PER CODE REQUIRED) ALL STRUCTURAL MIEMBERS IN THIS BUILDING HAVE BEEN DESIGNED w/ FERMIIE TREATMENT USED TO DEVELOP WIND PRESSURES. WINDOWS)DOORS) COMPONENTS STD. 90' HOOK (SEE DETAIL) SCALE: N.T.S. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON 0 6" 0/C EDGES AND 12" O/C FIELD FLOOR SYSTEM SEE FRAMING PLAN 1\ FOR MORE INFORMATION 1/2" CD GYP. (TYP) GA ' P TYP. 2-2x12 LEDGER W/ 2 ROWS OF J 5/8' DIA.x6" ANCHOR BOLTS AT 16" O.C. & STAGGERED 5/8" X 6" ANCHOR BOLTS (OR THRU BOLTS) AT 16" O.C. (STAGGER BOLT LOCATION TO AVOID INTERFERENCE FIREWALL CLASSIFICATION (2 HOUR) MASONRY FIREWALL; UL U901 GYPSUM KNEEWALL; UL U308 - K.& BLOCK W%F(1) #5 CONT. IN EACH LOAD BEARING TENANT SEPERATION SCALE: N.T.S. 5/8" STUCCO WALL FINISH 8" C.M.U. MASONRY WALL SEE PLANS FOR REINFORCEMENT LOCATION AND SPECIFICATIONS ELEVATION 0'-0" ASSUMED $" FINISHED FLOOR GRADE MIN. SEE PLAN SEE PLAN ALTERNATE WALL SECTION SCALE: N.T.S 3 1/2" 4 1/4" 3 1/2" NUT AND 2" WASHER TYP. 2-2 X 12 S.Y.P. .4 o ' n CONTRACTOR TO PROVIDE SOIL TREATMIENT 12 -� PLANS R30 BLOWN INSUL FLAT LIVING CLG. AREAS & R30 BATT INSUL VAULTED CLG. AREAS 1/2" GYP WB K2b.CBLOCK W/F(1) #5 CONT. IN EACH 3/4"STRUCTURAL SHEATHING GLUED AND NAILED W/ 8d COMMON @ - 6" 0/C EDGES AND 12" 0/C FIELD FLOOR SYSTEM SEE FRAMING PLAN FOR MORE INFORMATION 1/2" CD GYP. (TYP) 1/2 GAP TYP. 2-2x12 LEDGER W/ 2 ROWS OF 5/8' DIA.x6" ANCHOR BOLTS AT 16" O.C. & STAGGERED 1/2" GYP. BD. DRYWALL OVER 3/4" RIGID INSULATION 4" P.T. FURRING STRI(TYP))� 4" THICK 3000 PSI CONC. SLAB w/ 6x 6 W1.4W1.4 WWF .006" POLYETHYLENE VAPOR BARRIER UNDER SLAB OVER CLEAN COMPACTED FILL (AS PER CODE REQUIRED) w/ TERMITE TREATMENT CONE RETE ROOF TILES OR SHINGLES / 2 -STAGGERED ROWS OF 5/8"� X 6" ANCHOR BOLTS (OR EXP. BOLTS) AT 16" U.C. (STAGGER BOLT LOCATION TO AVOID INTERFERENCE W/ FLOOR TRUSSES) K.U.CBLOCK COURSES OF #5 CONT. IN EACH pRE-•ENGINEERED WOOD 'TRUSSES w/2X4 TOP CHORD AT 24° O.C. PEEL AND STICK ROOFING UNDERLAYMENT (TILE) 15 LB ROOFING FELT SHINGLE. SHINGLE ROOF SYSTE I E ROOF SYSTEM 7/16" RADIANT BARRIER OSB 17/32" RADIAN! USB SHEATHING SHEATHING FASTENED TO TRUSSES FASTENED TO TRUSSES WITH 8d WITH 8d RINGSHANK NAILS ® RINGSHANK NAILS 0 4"O/C 4"0/C BOUNDARIES, 6" 0/C EDGES BOUNDARIES, 6" 0/C EDGES & 8" & 8' 0/C FIELD 0/C FIELD SIMPSON META20 U.N.O TRUSS w/ METAL PLATE UNDER EACH TRUSS TOP OF LINTEL ELEV. SEE ARCHITECTURALS SEE ARCHITECTURALS FASCIA TYPE NUT AND 2" � WASHER TYP. 2-z x lz S.Y.P. n 3 1/2" 4 1/4 8"x 16" COMPOSITE MASONRY BEAM FILLED W/ (1) #5 REBAR IN PRECAST LINTEL AND KNOCK OUT BLOCK ABOVE. WINDOWS AND DOORS MUST BE FASTENED INTO STRUCTURAL MEMBERS PER MFG's DETAIL REQUIREMENT PER DESIGN CRITERIA. NO SILLS AT WINDOWS FILL '!OP BLOCK SOLID w/ CONC. AT WINDOW SILLS 5/8" STUCCO WALL FINISH 11 LL M ASSUMED I lk ELEVATIO 0'-0" n GRADE FINISHED FLOOR \\ \\ \\ D FINISH GRADE SEE P' AN 12„ MIN. MIN. SEE PLAN 4" SEE PLAN DOCUMENTATION TO INSPECTOR FOR REVIEW. TYPICAL 2 -STORY WALL SECTION CONTRACTOR TO PROVIDE SOIL TREATMENT SCALE: N.T.S DOCUMENTATION TO INSPECTOR FOR REVIEW. 8" CMU BLOCK MASONRY - 1/2" GYPSUM DRYWALL 1x4 WD FURRING @ -16" 0/C 3 1/4" BASEBOARD (1) #5 VERTI. IN FILL CELLS SEE FOUNDATION PLAN FOR SPACING 6x6 W1.4xW1.4 WWF 4"x4" INSPECTION PORT AT OR FIBER MESH EACH FILL CELL TYPICAL z ELEV 0'-0" d TOP OF SLAB 6 MIL VISQUEEN I - III CLEAN COMPACTED FILL , I I, ' SEE PLAN SEE PLAN STD. HOOK (SEE DE .) 2 -HOUR FIRE RATED PARTY WALL_ BBB SCALE: N.T.S STUD OPTIONS; SHEAR WALLS ONLY 2"x 4" SYP #2 SPACED @ 12" O.C. 2"x 6" SYP #2 SPACED @ 16" O.C. 1/2" MIN. PLYWOOD SHEATHING NAILED 2"x 4" SYP #1 SPACED @ 16" O.C. W/ 8d RINGSHANK NAILS @ 3" 0/C BOUNDARIES, (1) ROW OF 2x BLOCKING @ MID HT 6" 0/C EDGES, AND 6" 0/C FIELD. FOR WALL HT S 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HT > 8'-6" 1/2" Vi SIMPSON TITEN HD ANCHOR R11 INSULATION C� EXT. WALLS OR SET EPDXY ANCHOR 24" O.C. 6" MINIMUM EMBEDMENT AND 2" SIMPSON SP1 @ EA. STUD MINIMUM EDGE DISTANCE 2X P.T. PLATE ZOx6 W1.4xW1.4 WWF R FIBERIVESH H V 11 p o, i D D LO 8" SEE PLAN g" #5 CONT. NOTE: SEE TYPICAL WALL SECTIONS FOR CLEAN, POISON AND COMPACT SOIL 5 INTERIOR BEARING ADDITIONAL INFORMATION (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) NOT TO SCALE WD. CAP C.'10SED IN SECTION .1609, THIS STRUCTURE .DOES MEET THE REQUIREMENTS FOR AN AHowab�e INTERNAL, PRESSURE COEEFIC.IENT OF +0.18 AND -0.18, UNADJUSTED FOR t 1/2" GYP. ADOPTED BY THE LOCAL JURISDICTION. ALL STRUCTURAL MIEMBERS IN THIS BUILDING HAVE BEEN DESIGNED USING ALLOWABLE STRESS DESIGN MIETHODS. AS SUCH VAST) HAS BEEN USED TO DEVELOP WIND PRESSURES. WINDOWS)DOORS) COMPONENTS 'TOP PLATE ENCLOSED BUILDING DESIGN WIND PRESSURE (PSF) Zone Effective Ultimate Wind Speed 2x4's @ 16" O.G. Effective Ultimate Wind Speed 139 MPH 3 -sec. Gust 139 MPH 3 -sec. Gust 4 SEE PLAN BOT. PLATE 5 Wind Area �� N MSTA24 OTHERWISE + PLYWD. FLOORINGD SQ FT + ON PLANS 10 30.5 33.0 <10 30.5 16d NAILS STAGGERED/C TOP RAILINGWS PJ 20 31 31.6 8"x 16" COMPOSITE MASONRY BEAM FILLED W/ (1) #5 REBAR IN PRECAST LINTEL AND KNOCK OUT BLOCK ABOVE. WINDOWS AND DOORS MUST BE FASTENED INTO STRUCTURAL MEMBERS PER MFG's DETAIL REQUIREMENT PER DESIGN CRITERIA. NO SILLS AT WINDOWS FILL '!OP BLOCK SOLID w/ CONC. AT WINDOW SILLS 5/8" STUCCO WALL FINISH 11 LL M ASSUMED I lk ELEVATIO 0'-0" n GRADE FINISHED FLOOR \\ \\ \\ D FINISH GRADE SEE P' AN 12„ MIN. MIN. SEE PLAN 4" SEE PLAN DOCUMENTATION TO INSPECTOR FOR REVIEW. TYPICAL 2 -STORY WALL SECTION CONTRACTOR TO PROVIDE SOIL TREATMENT SCALE: N.T.S DOCUMENTATION TO INSPECTOR FOR REVIEW. 8" CMU BLOCK MASONRY - 1/2" GYPSUM DRYWALL 1x4 WD FURRING @ -16" 0/C 3 1/4" BASEBOARD (1) #5 VERTI. IN FILL CELLS SEE FOUNDATION PLAN FOR SPACING 6x6 W1.4xW1.4 WWF 4"x4" INSPECTION PORT AT OR FIBER MESH EACH FILL CELL TYPICAL z ELEV 0'-0" d TOP OF SLAB 6 MIL VISQUEEN I - III CLEAN COMPACTED FILL , I I, ' SEE PLAN SEE PLAN STD. HOOK (SEE DE .) 2 -HOUR FIRE RATED PARTY WALL_ BBB SCALE: N.T.S STUD OPTIONS; SHEAR WALLS ONLY 2"x 4" SYP #2 SPACED @ 12" O.C. 2"x 6" SYP #2 SPACED @ 16" O.C. 1/2" MIN. PLYWOOD SHEATHING NAILED 2"x 4" SYP #1 SPACED @ 16" O.C. W/ 8d RINGSHANK NAILS @ 3" 0/C BOUNDARIES, (1) ROW OF 2x BLOCKING @ MID HT 6" 0/C EDGES, AND 6" 0/C FIELD. FOR WALL HT S 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HT > 8'-6" 1/2" Vi SIMPSON TITEN HD ANCHOR R11 INSULATION C� EXT. WALLS OR SET EPDXY ANCHOR 24" O.C. 6" MINIMUM EMBEDMENT AND 2" SIMPSON SP1 @ EA. STUD MINIMUM EDGE DISTANCE 2X P.T. PLATE ZOx6 W1.4xW1.4 WWF R FIBERIVESH H V 11 p o, i D D LO 8" SEE PLAN g" #5 CONT. NOTE: SEE TYPICAL WALL SECTIONS FOR CLEAN, POISON AND COMPACT SOIL 5 INTERIOR BEARING ADDITIONAL INFORMATION (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) NOT TO SCALE CL2"x 8" JOISTS 0 16" O.C. W/ SIMPSON HUS28 ©EACH END N n V:P (2) `2"x8" W/ SIMPSON MTS18 OR "" HUC28-2 0 EACH END. 2x4P.T. KICK PLATE W/ z -SUPPORT ENDS W/ (3)L"x 4" J" O I'APCONS (9 12" O.C. WOOD JACK POST. FIN. FLOOR SEE PLAN NOTE: STAIR DETAILS ON FLOOR PLANS / ELEVATION SHEETS TAKE PRECEDENCE OVER THE INFORMATION SHOWN ABOVE. 10 TYPICAL INTERIOR STAIR NOT TO SCALE 2nd FLOOR WALL BAND JOIST NOTE: EXTEND EXTERIOR 15/32 PLYWOOD OR 7/16 OSB 1st FLOOR WALL SHEATHING OVER BAND BEAMS. ATTACH SHEATHING 'TO EACH BAND BEAM W/8d @ 2" O.C. MAX STAGGERED. SIMPSON MSTA36 STRAP W/ 10-8d NAILS 'f0 STUD & 10-8d TO BAND JOIST © EA. S.Y,P. STUD (16" O.C.) OR 0 EVERY OTHER S.P.F. STUD (24" O.C.) SIMPSON & 10-8d IV BANU JUI51 Lq LA. S.Y.P. SIUU (1b U.(;.) 2ND FLOOR FRAME CONNECTIONS 2 2ND FLOOR FRAME CONNECTION FLOOR BEAM/TRUSS GIRDER -j (2) SIMPSON MSTA24 UNLESS NOTED OTHERWISE ON PLANS NOTE: HEADER / POST CALLOUfS ON FLOUR PLANS TAKE PRECEDENCE OVER THE INFORMATION SHOWN ABOVE. 11 2ND FLOOR OPENING DETAIL NOT TO SCALE NOTE: EXTEND EXTERIOR 15/32" PLYWOOD OR 7/16" OSO SHEATHING TO BOTTOM OF BEAM OR GIRDER ATTACH SHEATHING TO BEAM W/8d @ 2" O.C. STAGGERED PATTERN NAILS MUST HAVE MINIMUM 3" EDGE DISTANCE. CO WOOD 1ST FLR. (3) 2x4 Stud 2x4 Top Plate 7/16" OSB 2x4 Flat @48" a.f.f & Sheathing 48" Below Clg. 7 CORNER FRAMING 8 INTERIOR WALL FRAME NOT TO SCALE NOT TO SCALE SCALE: N.T.S. 139 WD. CAP C.'10SED IN SECTION .1609, THIS STRUCTURE .DOES MEET THE REQUIREMENTS FOR AN AHowab�e INTERNAL, PRESSURE COEEFIC.IENT OF +0.18 AND -0.18, UNADJUSTED FOR t 1/2" GYP. ADOPTED BY THE LOCAL JURISDICTION. ALL STRUCTURAL MIEMBERS IN THIS BUILDING HAVE BEEN DESIGNED USING ALLOWABLE STRESS DESIGN MIETHODS. AS SUCH VAST) HAS BEEN USED TO DEVELOP WIND PRESSURES. WINDOWS)DOORS) COMPONENTS 'TOP PLATE ENCLOSED BUILDING DESIGN WIND PRESSURE (PSF) Zone Effective Ultimate Wind Speed 2x4's @ 16" O.G. Effective Ultimate Wind Speed 139 MPH 3 -sec. Gust 139 MPH 3 -sec. Gust 4 SEE PLAN BOT. PLATE 5 Wind Area �� N MSTA24 OTHERWISE + PLYWD. FLOORINGD SQ FT + ON PLANS 10 30.5 33.0 <10 30.5 16d NAILS STAGGERED/C TOP RAILINGWS 20 EACH FACE OR 3 -ROWS 31.6 20 29.1 38.1 50 STAGGERED @ 16" O/C 29.8 50 1x- BALUSTERS @NAILS 34.4 OR GREATER HEADER 100 4" O.C. MAX.2"x10" 28.6 N 25.9 31.6 1x- TREADS & 500 22.7 25.3 500 RISERS 25.3 GARAGE DOOR 9'-0" WIDE 7'-0" HEIGHT 26.7 16d NAILS16" 16'-0" WIDE T-0" HEIGHT 25.6 28.6 O/C TYP.BLE 2"X 12" HEADER W/ 1/2" 27.9 30.5 ZONE 2 27.9 51.1 H PLATE UNLESS NOTED OTHERWISE ON PLANS U, 27.9 I 4x4 NEWEL POST DOUBLE 2" x CRIPPLE STUD SHALL BE CONSIDERED ZONE 5 PER CHAR -f ABOVE, ALL OTHER �i o FLOOR JOISTS IN THE CHART ABLIVE, (1) 2"x8" P.T. LEDGER W/ J"A y UNO ON PLAN r 2"x5 TUD� TYP. FILLING AND BLOCKING AS REQUIRED FASTENED TO r- FLOOR GIRDER/BEAM TAPCONS (1.5" EMBED) SPACED HEADER W/ (2) 16d O 16" 0/C L `' 1" N TNG 0 16" U.C. ( TWO ROWS STAGGER UNLESS NOTED OTHERWISE 2"x4"LEDGER BLOCK W/ 16d TYP. PATTERN) INTO CMU NAILS 0 6" O.C. (TWO ROWS STAGGER PATTERN) �F LAND. FIN. FL. SEE PLAN 3-2x12 STRINGERS CL2"x 8" JOISTS 0 16" O.C. W/ SIMPSON HUS28 ©EACH END N n V:P (2) `2"x8" W/ SIMPSON MTS18 OR "" HUC28-2 0 EACH END. 2x4P.T. KICK PLATE W/ z -SUPPORT ENDS W/ (3)L"x 4" J" O I'APCONS (9 12" O.C. WOOD JACK POST. FIN. FLOOR SEE PLAN NOTE: STAIR DETAILS ON FLOOR PLANS / ELEVATION SHEETS TAKE PRECEDENCE OVER THE INFORMATION SHOWN ABOVE. 10 TYPICAL INTERIOR STAIR NOT TO SCALE 2nd FLOOR WALL BAND JOIST NOTE: EXTEND EXTERIOR 15/32 PLYWOOD OR 7/16 OSB 1st FLOOR WALL SHEATHING OVER BAND BEAMS. ATTACH SHEATHING 'TO EACH BAND BEAM W/8d @ 2" O.C. MAX STAGGERED. SIMPSON MSTA36 STRAP W/ 10-8d NAILS 'f0 STUD & 10-8d TO BAND JOIST © EA. S.Y,P. STUD (16" O.C.) OR 0 EVERY OTHER S.P.F. STUD (24" O.C.) SIMPSON & 10-8d IV BANU JUI51 Lq LA. S.Y.P. SIUU (1b U.(;.) 2ND FLOOR FRAME CONNECTIONS 2 2ND FLOOR FRAME CONNECTION FLOOR BEAM/TRUSS GIRDER -j (2) SIMPSON MSTA24 UNLESS NOTED OTHERWISE ON PLANS NOTE: HEADER / POST CALLOUfS ON FLOUR PLANS TAKE PRECEDENCE OVER THE INFORMATION SHOWN ABOVE. 11 2ND FLOOR OPENING DETAIL NOT TO SCALE NOTE: EXTEND EXTERIOR 15/32" PLYWOOD OR 7/16" OSO SHEATHING TO BOTTOM OF BEAM OR GIRDER ATTACH SHEATHING TO BEAM W/8d @ 2" O.C. STAGGERED PATTERN NAILS MUST HAVE MINIMUM 3" EDGE DISTANCE. CO WOOD 1ST FLR. (3) 2x4 Stud 2x4 Top Plate 7/16" OSB 2x4 Flat @48" a.f.f & Sheathing 48" Below Clg. 7 CORNER FRAMING 8 INTERIOR WALL FRAME NOT TO SCALE NOT TO SCALE SCALE: N.T.S. 139 EN C.'10SED IN SECTION .1609, THIS STRUCTURE .DOES MEET THE REQUIREMENTS FOR AN AHowab�e INTERNAL, PRESSURE COEEFIC.IENT OF +0.18 AND -0.18, UNADJUSTED FOR t r le,(E-), SCALE: N.T.S. JSS/JOIST EXP Cl 0 e E rl THIS PLAN HAS BEEN DESIGNED TO COMPLY WITH ALL PROVISIONS OF FBC-20.10 INCLUSIVE O.F ASCE 7-I O WIND PROVISIONS FOR A NOMINAL DESIGN 3 -SECOND GUST O.F 139 MPH (VUL'r) OR 107.7 MPH (Vt\S.D). AS DEFINED IN SECTION .1609, THIS STRUCTURE .DOES MEET THE REQUIREMENTS FOR AN ENCLOSED BUILDING AND AS SUCH HAS BEEN DESIGNED WITH AN INTERNAL, PRESSURE COEEFIC.IENT OF +0.18 AND -0.18, UNADJUSTED FOR ZONES 1, 2 AND 3. DESIGN HAS UTILIZED A WIND IMPORTANCE FACTOR OF 1.00 FOR BUILDING CATEGORY II IN AN EXPOSURE C AREA WITH A MEAN ROOF HEIGHT OF 30 FEET AND COMPLIES WITH WIND SPEED MAPS AS ADOPTED BY THE LOCAL JURISDICTION. ALL STRUCTURAL MIEMBERS IN THIS BUILDING HAVE BEEN DESIGNED USING ALLOWABLE STRESS DESIGN MIETHODS. AS SUCH VAST) HAS BEEN USED TO DEVELOP WIND PRESSURES. WINDOWS)DOORS) COMPONENTS DESIGN WIND PRESSURES ENCLOSED BUILDING DESIGN WIND PRESSURE (PSF) Zone Effective Ultimate Wind Speed Zone Effective Ultimate Wind Speed 139 MPH 3 -sec. Gust 139 MPH 3 -sec. Gust 4 Wind Area 5 Wind Area JOB NUMBER : 2012 SCS FT + - SQ FT + - 10 30.5 33.0 <10 30.5 40.7 20 29.1 31.6 20 29.1 38.1 50 27.3 29.8 50 27.3 34.4 100 25.9 28.6 100 25.9 31.6 500 22.7 25.3 500 22.7 25.3 GARAGE DOOR 9'-0" WIDE 7'-0" HEIGHT 26.7 30.2 16'-0" WIDE T-0" HEIGHT 25.6 28.6 ROOF WIND ZONES DESIGN PRESSURES FOR THE ROOF ZONES ARE TAKEN FROM THE MOST CONSERVATIVE CASE. (INCLUDING ROOF SLOPE, EFFECTIVE AREA AND ZONE 1 27.9 30.5 ZONE 2 27.9 51.1 OVERHANG CONDITIONS) ZONE 3 27.9 77.0 NOTES: 1, ANY WIND❑W, ALL OR PART, WHICH IS WITHIN 6' ❑F A CORNER SHALL BE CONSIDERED ZONE 5 PER CHAR -f ABOVE, ALL OTHER WINDOWS ARE CLASSIFIED IN ZONE 4, 2, ROUND AREA D❑WN T❑ THE LARGEST PRESSURE IN THE CHART ABLIVE, - DESIGN PRESSURES ABOVE REPRESENT THE NET PRESSURE (SUM OF EXTERNAL AND INTERNAL PRESSURES) APPLIED NORMAL TO ALL SURFACES. COMPONENT MANUFACTURER SHALL USE THE HIGHER OF THE TWO NUMBERS FOR APPLICABLE SQUARE FOOTAGE, 'I r O � U® 1 a, LO a o i- O 00 V1 Q4 I O WPEI 0 ra � ;-I V �V) FT, U] U O W � F~' u -D O <V, � b � ADO >��� -1--' W Lo N a0 ID ', a2 0) -a ]4 `� fs CO 00 - �� z Z, (0a P - 0 w E l - f� 1 (mow IE W /llIHE5E DRAWINGS ARE THE PROPERTY OF NICK M. BRADFORD, P.E. JANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. THE ENGINEER OF RECORD IS RESPONSIBLE FOR THE STRUCTURA INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY CONSTRUCTION. THE STRUCTURES GROUP 15 NOT RESPONSIBLE FOI ANY DIMENSIONS. THE STRUCTURES GROUP IS RESPONSIBLE FOR PROPOSED CHANGES TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES ONLY. THE STRUCTURES GROUP IS NOT RESPONSIBLE FOR EXISTING STRUCTURAL COMPONENTS. To the best of tyre engineer's knowledge, the Plans and specifications cornply with the nrinimuin fe(JUire![ierltS of The Florida Building Code - Residential.(2010 Edition) Plans and specifications comply with the Florida building code - RESIDENTIAL , section 8301 (2010 edition) Plans and specifications comply with the Florida building code, section 1609 for 139 mph wind zone (2010 Edition) This drawing is valid for- 12 months after the date it is signed and sealed or until the requirements of the 2010 edition of the Florida Building Code is changed. This drawing is signed and sealed for the structural portions of the drawing only. Architectural, electrical, or mechanical details, if shown, are for visual reference only and are not covered under this seal. REV. DATE & COMMENTS BY VJ J 0 0 W D Q C� L� 0 0 LL_ Q x Z W J JOB NUMBER : 2012 DATE: JUNE 12, 2013 DRAWN BY: SCALE SHEET NUMBER St\ 4 SIGN & SEAL NOTES: I. APPLY SOLID BEAp OF ROOF9) MASTIC JUST � ABOVE THE ROOF JACK. 2. SLIDE STORM COLLAR DOWN MAKINCa SURE THE COLLAR 15 COMPLETELY SEATED IN 0 RR0 MA5TIC AND THERE ARE NO VOID5. 3 d EXTEND MIN. 6" . WHEN COLLAR 15 IN FINAL P051TION APPLY � ASPHALT SEALANT: FINAL BEAD OF MASTIC AROUND TOP OF � f®� ASPHALT SEALANT: EXTEND MIN. 6" STORM COLLAR STUCCO 1=1NISN r °D � ABOVE ABOVE �. 2 " MIN. FASHING nPLASHING '° p >au C.M.U. cti _MIN, LGALV. NTL. 5X4" PLASHING DIVERTER -- - 5" MIN. a� DIVERTER FLASHING DCB 10038 OR EQUAL w 4" MI STORM c LLAR - FLA5HI NG %� :::. TOP AND SIDES OF A � (SLOPED, u�/ DRIP EDGE) /// ai v @ 45 DEGREE ANG, SHINGLES OR 4" MIN, FLASHING UNDER ROOF. I • •� .; � CONCRETE TILE ROOF JACK EXTEND 1 I.' MIN.--r~�-- SOLI>a o BEYOND DRIP ' '''---==---------- -- ------ GALV. L PLA5HIN6 R OF MASTIC FREMANUFACTURED w �? ------____-- TYPICAL — DRYER VENT CAP EDGE @ WALL. `��.� _.. ,;,•>.`.`',`�I,:' .. ------------------- --------------- 1 112' TO :.,..:.-------------------- (SET IN CONT. SEALANTS --------------------------------------- -------------------------------_-- dA' 1 C -;AP :.. ----------------------------- ROOF I NG FELT ------------------------------------------- --- DRIP EDGE o________ GAULK BOTTOM �'0 'UT B't: _ -- ------------ ONLY BOTTOM FLANGE BOTTOM OF FLASHING,4TIUO SIDES GUT BACK FASGIA DRIP --NAILS EXP09ED OVER ROOFING ai BETWEEN I -I/2" TO 2" EDGE FASGIA V_ AinWCOL, FASCIA � c co 00 co CUR I : 1�A�IIN6 INSTALLATION to DRYER V NT CO GO 1 �� TION 2 1 I CURE 2: CORNER OETA I L. Y v� I 3 NT I�'' N PENETRATION N TRATION IN CMU �, zm� P. "v � SCALA: N.t.S. SCALE: N.T.S. SCALA: N.TrS. IN N � N �CA.T.S. ©AEg ORAgIBS ARE 1W PROPERTY OF Nig( IL PL ANY REPR(�UCr10N Qt UNAURI�R® USE IS PROW110. NOTE IT IS THE CONTRACTORS REWMSI@MJTY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. THE ENGINEER OF RECORD IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BEIWF.EN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGBum No CONTRACTORS' BUNO METHODS, MID REFER TO NOTE THEW SOO AND SEALED DRAWING MUST BE BROUGHT BELOW FLASHING MEMBRANE - TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO D �0 7o THE COMMENCEMENT OF CONSTRUCTION, SEALANT 3" MIN OR TO Y � � PRIOR TQ START OF ANY DO NOT TAPE BOTTOM OF 2 2 ANY �1FE SIRUCA1�5 GMW Is WT REWONSM FOR 7/a" STUcco I I/2" GAL WD MEMBRANE TO BUILDING TFE STRUCTURES GROUP is'ON9IBLE FOR PROPO6ID PAPER BACKED LATH _ _ SCREW 6" OG p ,, � oT � sT+owN � T� PAs GWM INSULATION FLASHING TAPE T❑ I - DAM ONLY »f sTR xxw c�nuP � Tw � PER PLAN SHEATHING PER SPECS SEAL GASKET FOR E7QS1N1G sRtuCTURAT, o01POFENT3 SILL 15# PELT 1 _. the To the best of the engineer'`, knowledge, plan•; acid specifical-Louy comply with the 1 LAP 4" OVER PLASHING minimum requireuienta of The Florida Buiiding Cocie - Residential. (29W Edtt1W o"'I APPROVED PLASHINCr I X 2 WL7 DAM _ _ �1 - - NO SEALANT FLANGE n rMm And n. (0.19 x 10" ROLL) PIPE THRUUGH WALL — — AT SILL r+gdln® alis a 0atraslmtw , with the Plartda , ram VULKEM SEALANT (ate 0th " BEA17 BELOW Ix �' -- STUCCO, SIDING, BRICK, ETC, ATTACH 2x6 SYP'"2 J CHANNEL STUCCO STOP , \•-' -- _ 1 I 1 WD DAM s RETURN w/ 4-16d NAILS ` 3/4" CLEARANCE MIN, _ _ WEATHER E515TANT INDO ---_-_.. R LU UJ �� UP CORNERS TO EACH STUD � , �11� ....---- FLASHING ^� ! � �11t � rUm And �strAn !�tiono � '1�9�wph wind mom CAP SHINGLE "QUICK FLASH" GASKET !' ' This draw rs valid for lit month* atter the date ROOF SHINGLES INSTALL PER MFG, WEATHER RESISTANT HOUSE WRAP STEP 1 STEP 2 STEP 3 It Te er and sealed car until the ate of 15# PELT 1/2 GYP. 80. _ _ �1 (TYPAR, TYVEK, OR EQUAL) INSTALL 9' MOISTUP INSTALL STUCCO STUP INSTALL 9' MOISTUP " edition of the Florida T�ildmij � Ie ` JAMB FLASHING OR J-MHLD HEAD FLASHING SHEATHING Thla a etgr�si and �e1ee� /®F' ye9 sal porttsrn the awtn� aHyl. AreFdteoieeal, FRAME WALL STEP 4 elrearraal, 0 ws�enrcal rte, rr eh ere Per ROOF SHEATHING PER SPECS BUILDING PAPER M❑ISTOP PRODUCTS BY F❑RTIFIBER APPLY BUILDING PAPER cmIBAnd Are not covered mer LASH"OOft NAIL NERDS � GAP SNINBUILDING PRODUCTS SYSTEMS IN WEAIHERBUARll FASHIUN NOTE: SEAL ALL EXPOSED UNDER "QUICK F ROOF TRUSS OR 2x4 NOTE: CzLES FOR USE W/WINDOW FRAMES 3" OR LE55 1� REVBLOCKING(�a�\/APCR BARRIER ER AT DO® DATE & COMMENTS BY IwI u PENETRATION j p I IN WIDTH, COORDINATE WITH THE WINDOW f`I` �� R®®� TO � 1ALL r—LA5H I N6 � f ENET AT I OI V, MANUFACTURER TO INSURE ADEQUATE CLEARANCE SALE: N.T.Q. FOR USE OF LOCKS AND LIFT RAIL. SCALE: N.T.S. AOR iIIINOOO I=RAINS I SNOOD OPEN I NCS PAN SCALE: N.T.S. % — FLASHING TOR IN I NOOY�I 511-L ROD!= CRICKET: MIN. 3:12 SLOPE (REQUIRE® SCALE: N.T.S. AT ALL LEVEL VALLEY r — LOGATI ONS) VERTICAL WALL + / 2 / 3" MIN AT ENTRY v/ SHINGLE OR —� CONCRETE TILE STEP 1 STEP 2 STEP 3 INSTALL 6' MIN, MUISTOP APPLY SEALANT PER INSTALL 6' MIN, MUISTOP JAMB FLASHING DHHR MANUFACTURER HEAD FLASHING AND INSTALL DOOR 0 MOISTOP PRODUCTS BY F❑RTIFIBER STEP 4 0 APPLY BUILDING PAPER ...... ... . NG PRODUCTS SYSTEMS IN WEATHERBOARD FASHION FLAP -_-. FLAP --,. FLAP -_ FLAP VAPOR BARR I R AT 5GO - - m NOTE: THIS DETAIL IS SHEATHING °' \ SHEATHING SHEATHING SHEATHING REQUIRED SCALE: N.T,S, v AT ALL VERTICAL WALL 9 x I NTERRSECTI ONS 3 WITH ROOF VALLEYS 4 4 WIDE VINYL CONTROL JOINT 4" WIDE VINYL CONTROL JOINT 4•. a ROOF CRICKETS. BY VINLYCORP (1578-U) OR BY VINLYGORP (1578-U) OR 1x2 z EQUAL EQUAL CURB Z MANUF. TRUSS OR RIBBON MANUF, TRUSS OR RIBBON HORZ CONTROL JOINT BLK WALL PRAMS WALL. BOARD OPPSr7 W/ BLOCK BOARD OFFSET W/ BLOCK VERT CONTROL JOINT 4 BLK Z D NOT BE WITHIN °p ASPHALT BASED DCTAILLL TO FRAME WALL HORZ SPLICE SHOUL /16" OO.S.D. SBOR 15/32" OSB CONTROL JOINT /16" O.S.B. OR IS/32" 05B TRANSITION D=TAIL 2'-O" Of' VERT I �-SEALANT APPLIED r STEP I STEP 2 ST P 3 STEP 4 _ BEHINT� FLASHING WEATHER RESISTANT WEATHER RESISTANT 'HOU6E WRAP VENDOR' TO 'BY WINDOW COMPANY' 'BY WINDOW COMPANY" "F3Y WINDOW COMPANY' PL AS1 ER 5 AND i<XTI'NDING A i BARRIER #I -HOUSE WRAF' BARRIER #I - HOUSE WRAP CUT CORNERS OF BUILDING INSTALL 9" E3ITUMINOUS APPLY CONT. BEAD OF INSTALL �' JAMB FLASHING 70P MINIMUM oi= 6" q" 5ITUMINDU5 TAPE PLA5HIN6 BITUMINOUS TAPE PLASHING PAPER -w 45• ANGLE 9' UP FLEXIBLE SILL FLASHING SILICONE CAULK ON BACK CSX: FoRTIFIBER, MOISTOP, ABO�lE AND 9" OUT FROM UPPER OVER IX2 CURB S HOUSE SIDE OF TOP AND SIDE SE' `LANT ABOVE � AL RISE :v WEATHER RE515TANT W)�ATHER RESISTANT CORNI=RS, WINDOW WRAP IEX: pUPOINT WIN. OR EG�UAL� OVER WIN. FLANGE. FLANGI=S. INSTALL WIN. EXTEND 4" ABOVE OPNG. d g" S S O �z� N BARRIER #2 - BARRIER #2 - - BCOMPANY TO PROVIDE 1x2 FLEXWRAP OR EQUAL) ACCORDING TO MANUF. BELOW. : HINGLE R OF FLASHING JOB NUMBER: 2012` PAPER-ACKING OR EQUAL PAPER -PACKING OR EQUAL SPECS, 3 CONCRETE TILE j AT WALL 7/6" STUCCO W/ LATH - LATH 7/8" STUCCO W/ LATH - LATH -- FLAP FLAP SPEFLAP 4„ X 5„ m `f TO OVERLAP CONTROL 7 7 DATE : March 15, 2012 r'�•,� TO OVERLAP CONTROL _ _ _ _ l� HORIZONTAL fit! JOINTS PER MANUF SPECS JOINTS PER MANUf� SPECS HORIZONTAL PLASHING DRAWN BY f 3 6" TALL VINYL CONTROL JOINT 6" TALL VINYL CONTROL JOINT 5� •`'� BY VINLYGOEQUALB-50 UL) OR BY VINLYGORP (1578-50 UL) OR - •� �- - CIA SCALE: 8„ 4 3 /// 4 4 -- I/2" STUCCO OVER CMU I/2" STUCCO OYER GMU APPLY BEAD OF 3' UNPUNGHEp ELASTOMERIG 6EALANT OR SHEET NUMBER 3 I/2" IcELT PAPER BTWN 3 I/2" FELT PAPER B7WN EQUAL CONNECTOR SLK 4 WOOD CONT BLK WOOD GON7 ON CONNECTOR BEFORE e L 7 A53EMBLYING IN FIELD € NOTCH BOTTOM OF VERT NOTCH BOTTOM OF VERT 3" 4° HORIZONT L CONTROL .JOINT TO 510 PLUSH ON CONTROL JOINT TO 510 FLUSH ON g HORZ CONTROL JOINT HORZ CONTROL JOINT FLASHING GMU GMU PUNCHED PUNCHED STEP 5 gT F' 6 STEP I SIGN & S i 'BY WINDOW COMPANY" 'BY WINDOW COMPANY" 'BY WINDOW COMPANY" *ALL. BUTT JOINTS, INTERSECTIONS ALL BUTT JOINTS, INTERSECTIONS d INSTALL 6" HEAD FLASHINGALLOW BLDG. PAPER FLAP APPLY JAMB FLASHING OR OP ENDS SHALL BE SEp,Li= t°NDS SHALL BE SEALED AT TIME D AT TIME OF OVER WIN. FLANGE. TO DRAPE OVER THE WEATHER RE515TANT TAPE=•.•......••••.•••.......•..............••••...................••.•.•••..............••••.••••.............•........••............••......••••...........•••..••..•••.............••.•,••.....•. ......••• INSTALLATION USING AN INSTALLATION USING AN EXTEND S" BEYOND OPNG. HEAD FLASHING, OVER 45• ANGLE GUT IN /� �EL.A5TOIMERIG,*SEALAIN7,IOR EQUAL ELASTOMERIG SEALANT, OR EQUAL _ BLDG. PAPER. OVERLAP BLOCK �I ALL I O J� CO MECHANICAL ®NTI`OJ..� "W ANGLE CUT BY MIN. OF 2 12 RA1�1E TRAN5 I T I ®N �� JOINT O�T� 11... ri_o_" VAPOR RR I R AT ISS I NOOVS�L ASH I NG O TAIL AT SCALE: N.T.S. 11 CRI C E7/�,�1.,.L INTER. SCALE: N.T.S. SCALE: N.T.S. SCALE: I(�i�� � N.TZ. (0013 WALL HEIGHTS VERIFY ALL GEARING WALL HEIGHTS UJITH FINAL TRU55 LAYOUTS S(3- # 20,1-3-2-8-T Pf0jQc t- 'Hiciden Lake Duplex f us Preliminary Truss I.D- Bearing Uplift Slap, Manul. Strap Number Capacity Fastening ct G04 L 2847 SIMPSON PA23 5L '18-1 6d R 2847 SIMPSON PA23 5 7� ALL, OTHER TRUSSES PAASONRY BEAPJNG SIMPSON MEFA20 1450 7-1 Gdx 11/2" WOOD FRAMED SIMPSON H1 EIA, 1140 1-1 Od x 1 112 BUCKET CONNECTIONS SIMPSON H U S, 2 6 1 1 b to 20-16d HAUUN I t; I MF"b VLKILAL LOWER ROOF/UPPER FLOOR FRAMING PLAN__ COMP FILE COMMUNITY lot. blk ISSUED q.3.13 REVISED q.13.13 LOWER ROOF/UPPER FLOOR FRAMING PLAN IV • DWN BY: CHECKED BY: • SHE NUMBER TR 1% S1 OF VJ ct 7� 7� LOWER ROOF/UPPER FLOOR FRAMING PLAN IV • DWN BY: CHECKED BY: • SHE NUMBER TR 1% S1 OF WALL HEIC�H75 VERIFY ALL HARING WALL HEIGNfS WH FINAL 'rRU55 LAYOUTS 5G T 61 283 Tr—oj—ectfld rJden Lake Duplex----- Trusses- f reliminary Truss I -D. Bearing Uplift Stap Manuf. Shap Number Capacity Fastening ct G04 L 2.847 SIMPSON PA 28 H 18-16d R 2847 SIMPSON PA23 1 — :err 5 18-16d LL �iTH_Ft�TF�uSSES.. I MASONRY BEARING SIMPSON META,20 1 1450 7-10dx 1 1/2" WOOD FRAMED 14111-11-11,12slo,N Ut 1 1140 18-1Od x 11/2" BUCKEf CONNE-`TIONS T1 N HUS26, Fes- co 20-16d T4 T4 T1 G4 G4 G4 G3 G3 G2 G2 G1 GI WALL HEIC�H75 VERIFY ALL HARING WALL HEIGNfS WH FINAL 'rRU55 LAYOUTS 5G T 61 283 Tr—oj—ectfld rJden Lake Duplex----- Trusses- f reliminary Truss I -D. Bearing Uplift Stap Manuf. Shap Number Capacity Fastening ct G04 L 2.847 SIMPSON PA 28 18-16d R 2847 SIMPSON PA23 1 — :err 5 18-16d LL �iTH_Ft�TF�uSSES.. I MASONRY BEARING SIMPSON META,20 1 1450 7-10dx 1 1/2" WOOD FRAMED 14111-11-11,12slo,N H10A 1 1140 18-1Od x 11/2" BUCKEf CONNE-`TIONS N HUS26, 1 1550, 20-16d e5 r� — • UPPER ROOF FRAMING PIAN • r- 4" f+AaUN-rSTPAPS VER11CAL I ", hl LC • • COMP FILE COMMUNITY lot. blk ISSUED cl,3,13 REVISED q.13.13 e DWN BY: R.R. • CHECKED BY: D.D. e s L UPPER ROOF FRAMING PLAN SH ET NUMBER SCALE: 1/4'- r -o' s 01 s � �� ���13 CA q) ct �L! Q� cn e DWN BY: R.R. • CHECKED BY: D.D. e s L UPPER ROOF FRAMING PLAN SH ET NUMBER SCALE: 1/4'- r -o' s 01 s � �� ���13