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Home My WebLink About1330, 1334 Petersen Plv CL NOSY -3 CITY OF SANFORD BUILDING & FIRE PREVENTION ' PERMIT APPLICATION i I / Y 7 7 Application No: � `� � j Documented Construction Value: $ +�r_T � _ Job Address: 1--, � F,,(--) Gni-,f Vn T�'l Parcel ID: 11~-. n -W I. - Description Description of Work: Historic District: Yes ❑ No ©'' zoning: Plan Review Contact Person: _' YAfl'A(��[,Ie �� Phone: ��`t_/J"1-(�7 if Fax:`A?Y�Liyj-1`U( lr-iz .i Tl'\ - 1 il: n Property Owner Information Namew'>. _Y�, 1%� phone: Street: v:5��`C (� =t : ��7;9 ;�' q() �) Resident of property? • City, State Zip: 0 Mm' l Contractor Information Name �. i� C'. � ;� � �(� �i L � phone: Lc—r—, j ,_ r �) W�1 Street:Fax: City, State Zip: (Nn' ;io State License No.: (�,`•irj'cl P77(�1` Architect/Engineer Information Name: \ l� `� .Z�+�+ phone: Street:Fax: City, St, Zip: L ; E-mail: Bonding Company: (_A Address: Building permit Mortgage ]Lender: m /A Address: PERMIT INFORMATION Square Footage:. I o () Construction Type: �I[, No. of Stories: D, No. of Dwelling Units: Flood Zone: 0 Electrical ❑ New Service — No. of AMPS: Mechanical ❑ (Duct layout required for new systems) Plumbing ❑ New Construction -No. of Fixtures: h Fire Sprinkler/Alarin 11 No. of heads: tN, CITY OF SANFORD r BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: _ ��) :::Documented Construction Value: $ Job Address: _S��'�)�i ' ��: � Historic District: Yes ❑ No Parcel ID:..t [-,,2-C- � (D -. y5' � "�i�C��(> - C��t C� Zoning: Description of Work: - T r j � Plan Review Contact Person: kid AT110CA1 Title: Phoaae:az�il:(j(I�)��i�( } i Property Owner Information Name Vim, \�i L Phone: Street: V5wm �"=t A_4� U?- V11 4 U00 Resident of property? : � City, Mate Zip: ( A , 'D 7--_—Q &_DQ Contractor Information Name % �. ' 7 Street: Fax:.. City, State Zip: (MAVYA l 6 V ---i (1 r Mate License No.: Architect/Engineer Information _ rrte, street:l( iAV-/I AC, Ci( -,4 6 t','�A�C� City, St, Zip: 1(1 i ��-�11 �' Bonding Company: Address: Building Permit ❑ Phone: Fax: E-mail: Mortgage bender: w -A Address: PERMIT INFORMATION Square Footage: 1064(l) Construction Type: �P-;11�� No. of Stories: No. of Dwelling Units: � Flood Zone: KO Electrical ❑ New Service -No. of AMPS: 0 G Mechanical J v ❑ (Duct layout required for new systems) Plumbing ❑ Neiv Construction - No. of Fixtures: 0 Fire Sprinkler/Alarm ❑ No. of heads: I tx� "o �' i v The Reserve at Hidden Lakd ABBREVIATION5: ADJ. A/C ADJUSTABLE= AIR CONDITIONING DW. DWR 015HWA511ER DRAWER HR. HYD. HOUR REF. REFERENGIE ALT, ALTERNATE DWG. DRAWIN6 IN. HYDRANT INCH RE NF. RE NFO E (D) (ING) A.B. ABV. ANCHOR BOLT ABOVE DIV. ON. DIVISION INGI_. INCLUDE (ED) (ING) R.A, R6 RETURN AIR ROD AND SHELF A.F.F. ABOVE FIN1511ED FLOOR 05. DOWN DOW115POUr IN5UL. INT. INSULATE INTERIOR RM, ROOM ARCH. ARCHITEGTURAL ELEG. ELEGTRIGAL KIT, KITGHEN R.O. 5 ROUGH OPENING AUTO. ASPH, AUTOMA FIG ASPHALT EA. EACH LAM . LAMIPIATE 51 r, 1 r, SCHEDULE SHEET BM. BE -AM E0. EQUIP. EQUAL FOUIPMENr LAV. LAUN. LAVA I*OR'Y I_AUNDR'( 5IM, 51MILAR BRC. BE r. BEARING BETWEEN EXH. EXHAUST LVR. LOUVER S.G. X61_, 50LIP GORE 51NGL� F D.L. BUIL DING LINE EX151. EXT. EXISTING EXTERIOR 1.16. LT. LIGHTING LI6Hr 5PE(. 5PE0FIGATION DI -K. BL KG. BLOGK BLOCKING FIN. FLR FINISH M.B. MACHINE BOLT 50. 510. SQUARE STANDARD BD. BOARD F.D. FLOOR FLOOR DRAIN MFR. MA5. MANUFACTURE (R) MASONRY 51. STEEL BOT, BLDG, BOTTOM BUILDING F.B. FLUOR. FLOOR BREAK M.O. MASONRY OPENING 5TOR. 5TRUCT. STORAGE STRUCTURAL GAB. CABINET FT. FLUORESCENT FOOT MAIL, MAX. MATERIAL MAXIMUM SIM. SIMILAR GPT, GLC. CARPET GEILING FTG. FND. FOOTING MEGH, MECHANIC (AL) 5Y5. SH 1G. 5'(STEM 5HEATHIN6 GL6. FIT, GEILING HEIGHT FURR. FOUNDATION FURRED (IN6) MED. MEMB. MEDIUM MEMBRANE TEL:. TELEPHONE GEM, GrR. GEMENT CENTER FUT, FR, FUTURE MTL , METAL T.V. TEMP. TELEV51ON TEMPERED C.T. CLR. GERAMIG TILE CLEAR (ANCE) F.A.U. FRENCH FORGED AIR UNIT MIR. MI5G, MIRROR M15GELLANEOU5 THRE5. TTG THRESHOLD TONGUE AND GROOVE CLO. CL05ET F,0`�. F.6. FACE OF 5TUD FIXED 6LA55 MIN, MLD. MINIMUM MOLDING T�<P I INE TEMP �;r PRESSURE LINE COL. GONG. COLUMN CONCRETE (GAST-IN-PLACE) F.S. F.J. FREE STANDING FLOOR JOIST N.T.S. NOT '10 5CAL E r.0.5. r.O.P. TOP OF 5LAB TOP OF PLATE COMB. GMU COMBUSTION GONCRETE MA50NRT UNIT O.A. GALV. GAUGE GALVANIZED OFF. O.G. OFFICE ON CENTER TYP. T.BM. TYPIGAL TOP OF BEAM CONST. CONT. CONSTRUCTION G.G. GENERAL CONT RAC FOR O.H.G. O.H.D. OVER HEAD CABINET OVER HEAD DOOR TPL. U.O.N. TOP PLATE UNLESS O ITIERWI5E NOTED CJ. 6ONTINUOU5 OR CONTINUE CONTROL JOINT 6L. OL. BLK, GLASS, GLAZING OLA55 BLOCK OPO, OPENING VEST. VE51IBULE GORR, CORRIDOR W. BD. G'(PSUM BOARD OPT. OB5. OPTION OPTIONAL OB5GURE V.G.T. V.I.F. VINYL COMPOSITION TILE G.W. GER, GOLD WATER CERAMIC G(P. <�,I. GYP5UM PNL. PANEL V,I*.R. VERIF'( IN FIELD VENT THROU61I ROOT= GTR. CIRCLE 6WB. GALVANIZED IRON GYPSUM BOARD RUD. PL. PARTICLE BOARD PLATE W.G. WATER CLOSET GLK.G CAULKING HDW. HARDWARE PL.MB. PLUMBING WP. N/ WATER PROOFING WITH G.J. DCT. CEILING J015T DETAIL HDR. RO , HEADER HEAT INWENTIN6/ PL.WD. PVC. PLYWOOD POLYVINYL CHLORIDE WIN. WINDOW DIAG, DIA. DIAGONAL DIAMETER HT. (HO r) AIR CONDI TIONIN6 HEIGHT P.5.F. POUNDS PER SQUARE FOOT N/0 WD, WITHOUT WOOD DIF. DIFFUSER H.G. HOLLOW GORE P.S.I. P.L. POUND5 PER SGUARE INCH PROPERTY LINE WAD W.I. WASHER AND DRYER DIM. DISP. DIMEN5ION D15PL-NSER H'M. HORI/. HOLLOW ME FAL HORIZONTAL PR. PAIR W.H. WR000Hr IRON WATER HEATER DR. DOOR H, B. 1105E BIBB RAD. RECP. RADIUS RECEPTACLE W.R.6.B. WATER RE515TAN I- 6025UM BOARD '2-PLEX' LOT 3 / 4 ELEVATION - "MEDITERRANEAN" I. IT I5 THE RESPONSIBILITY OF THE DR NORTON (DPN) CONTRACTORS TO REVIEW THE5E PLANS AND CONTACT DPI -I WITH ANY GONFLIGTS PRIOR TO THE BEGINNING ANY WORK, 2. DO NOT SCALE THESE DRAWINGS, CONTACT DRH GONSTRUCTION MANAGED WITH AN'( CONFLICTS IN THE PLANS PRIOR TO BEGINNING AN'( WORK. 3. IT I5 THE INDENT THAT TI-IE5E DRAWINGS BE IN CONFORMANGE WITH THE 2010 FLORIDA RESIDENTIAL GORE R)0I, 2006 NEG AND ALL APPLICABLE LOCAL, COUNT'(, 5TATE AND FEDERAL GODE5, ORDINANCES, LAW5, REGULATION5 AND RE5TRIGTIVE COVENANTS GOVERNING THE SITE OF WORK, 4. SEE DRN FOR SCOPE OF WORK AND OR 5PEGIFICAT015 FOR ADDITIONAL INFORMATION, 5. SEE 5FIEET 5-1 FOR GENERAL 5TRUGTURAL NOTES 6. ALL DIMENSIONS ARE FROM FACE OF -1%" BLOCK WALL (OR EDGE OF FLOOR SLAB) TO FADE OF WALL STUD U.N.O. -l. ALL INTERIOR WALLS ARE 3V2" U.N.O. 8, AIR CONDENSER GONG, SLAB TO BE 4" THICK MINIMUM. WHEN PAD 15 NEXT TO LANAI, IT 5HOULD BE SAME LEVEL A5 LANAI. N. ALL WALL GFIA5E5 TO BE GAPPED WITFI 05D BOARD AT WALL 1I1LUT, 10. FIRE BLOGKING SHALL BE INSTALLED IN FLOOR TRU55 WEB5 EVERY 101-011. II. SEE STRUCTURAL SHEET 5-5 FOR WATER INTRUSION Al'PLICATION5. I2. WATER SHUT-OFF LOCATED INSIDE GARAGE 16" ABV SLAB OPPOSILE HO5E BIB L.OGATION oNrHE EXTERIOR GARAGE HALL. I3', DR'(ER VENTED TO EXTERIOR THROUGFI ROOF OR THROUGH WALL. , 14. WALL SEPARATION BETWEEN GARAGE AND RESIDENCE AND ATTIC SPACE '10 BE 112" GYPSUM BOARD APPLIED TO GARAGE WALL AND CEILING AREA CALCUI__ATinNS UPPER FLOOR LIVING AREA MAIN FLOOR LIVING, AREA TOTAL L,IVINC$ AREA PORCN GOVEREP PATIO GiARAGE _A z PERMIT \ s rrv � F •t .bb O (IJ 47 M s � SHEET INDEX - 2 6TORY PLAN DATA • • DWN BY: R.R. • CHECKED BY: D.D• F s rF C� O (IJ s � SHEET INDEX - 2 6TORY PLAN DATA • • DWN BY: R.R. • CHECKED BY: D.D• F fi 8H -I- A/C CONDENSER PAD -� VERIFY 51ZE B LOCArn u IN FIELD, VERIFY CONDENSER TO PAD CONNECTION WITH MANUF. w Y GF5 W a Tr �r ■5 -- y :9 U w�F el U— Lul �E EIH.h CONE. PATIaI CONC. PATIO 491.0 INDICATE5 I - �5 VERT. REBAR IN MA50NRY CELL. FILLED SOLID W/ CONCRETE, VERT, REINF, SHALL BE HOCKED INTO BEAM ABOVE 8 FTG. BELOW PROVIDE 25' MIN. LAP WHERE SPLICED AND WIRE TOGETHER -F HS ■ ■ 751) u Lw ;LLA -F H5 v SCALF: 1/4' - 1'-0' ■ ■ A■ L E N� ■ ■ ■ L■NOT■ REGE ■ IN ■■ T I DENO■5 ONE 1VERT. ■F)■ FILL 60LID P ■ PT6. TO TIE ■AM At DENOTH ONE t15 VERT, REL■R FILL JOLID 9 ■■MN BAGSE. II'•2' 9'-2' � 9'-2' II' -2' ■5 �,) ITJrF) (T T-5' 31•6' 21-V I' -I' CF5 7 I I I 't ■ - ® __ - ■ ■ ■ ■■ ■ IN ■ ML ■■ ■-- ------- c" " -- ---- --- F — NDICATES OPENING I L---- ■ ■ -- �_ - - - ^_ -_ - _ ■ ■ I IN WALL ABOVE - - I TYr�. -Tr - _ - ■ ■ 1-1/2° D - REGE55 FOR — — — — T -� I-■/?° ■ RECESS FOR ■ SLIDING GL A55 DOOR(c■ SLIDING GLA55 DOOR I I �I I I ■ i I I I 1 �I I I I I 1 ■ I INDIGATES OPENING p I 1 w �... 1 IN WALL ABOVE - TYP. � r c�■II- I._-_-- � I I 1 9'-3' I I 91-31 TO PLUMB WALL FACE I I TO PLUMB WALL FACE I ® I I 1 1 1 II I 1 1 1 1 I ■ I L (Lc� �ii - — I I I . ■ \ AV La �■ i INN I j � F■ I I I I I I 6 I I I I I I I I c■ I r-------, u> -0� LU I I ■ ■ ' I I I W/C W/G I I I '- -r — ■�N --- f 1 L I u I I I I- I-- 2' � — — — — — ■ I ■ - ■- 1 76.J �BOLLARD■ � 1 -1- - I 1 I I BGLLARD - I ■ ■ 1 I I I I I 71 111.1 Lu`_y ISI ISI I II 1 LIA - 1 L 4'-2' 1 I I 4'•2' 41•6' `` o ■ ELEVAriol AT 0'•0° (A55UMED) I 1 -I I I 4' THICK, 2500 P.5.1. GONCRETE I I 4° SLAB ON GRADE W/ ox61 I GFS 1 1 , _4 ■■ WELDED WIRE ME5H OR FIBER I I■_ I ME5N OVER 6 MIL VAPOR I r, ■ I I I BARRIER ON CLEAN, WELL- I 1 I I ■ COMPACTED, GRANULAR FILL. 1 I I - I -I/2" D RECESS � 1 5) I � I-Il2" (cF5 D RECESS 1 ■ L _ FOR DOOR — �...' ■ I ■ — FOR DCOR � I I I II ■■I_ = �■ i ■ - - NN ■ I 12'•4' ~ 8' 5' 2' 2'-10 ■ 2'4' 5'-2' _ V 12' 4' ■ I 1 3/4'D RECE55 FGR - � ,moi — s = — — — ■ � � � � Tr — �■ — ` — I 3/4'D RECE56 FOR ' GARAGE DOOR I "'' ■ ■ ■ ■ ■ ■^ `" ' _.-- I GARAGE DOOR' 1 --I■ ■ —■ L— N _ -- _■■■ s - �F■ ■■ - ■ ■■r_ ■� __ -- - ■ ■�■■ (c■ cc�5 1'-6' 5'•0' 8' 2'-4' 2'-4' 0' 5'-0' 1'•6' 8' 131•0' 8' 0' 8'-0' 11 13'-0' 42'-0' INDICATE5 I - �5 VERT. REBAR IN MA50NRY CELL. FILLED SOLID W/ CONCRETE, VERT, REINF, SHALL BE HOCKED INTO BEAM ABOVE 8 FTG. BELOW PROVIDE 25' MIN. LAP WHERE SPLICED AND WIRE TOGETHER -F HS ■ ■ 751) u Lw ;LLA -F H5 v SCALF: 1/4' - 1'-0' ■ ■ A■ L E N� ■ ■ ■ L■NOT■ REGE ■ IN ■■ T DENOTE5 011 GAO■N AND f IE■ ■E■ IN ■AD DENO■5 ONE 1VERT. ■F)■ FILL 60LID P ■ PT6. TO TIE ■AM At DENOTH ONE t15 VERT, REL■R FILL JOLID 9 ■■MN BAGSE. In"w x 20"d <-�ON('. ' IONOLITHIC FOUNDATION ■w/ (2) #5 RE5AR (;ONTINUOUS. EXTEI,IOF, FI F=OUNC)ATION FOUR �_r=� ■CLIC w/ (.,ONE. 51-A-5 ON 51�� C;0■5TF?UC:T10N OETAIL5 AOR APPITION■L INFO, li>"W x 12."d CONC. iION01- TNIG yam ATI■ W/ (2) 15 FEES■? GONTIN■U5. INTEF• IOR ■F) FOUNE)ATION FOURE!� 5OL11=-) W/ C:ONG. 5L,45 ON CjF■L)E. `SEE GON5TRUC:TION r7ETAIL FOR ALX)ITIONAL INFO. 12"W x 0"d GONG. MONOLITHIC FOLINC)ATION Lu/ (1) u5 RE�'AF? GONTI■OU�a. EXTE�'IC■ ■�) FOUNDATION POURED 5CLI[) wl GONG. 5L/ -\B ON GRAL)E. 13EE C C N5 T F, U■r10N DETAILS FOR ■)G)ITIONAL INFO, 24"W x 12"6 GONG. MONOLI•■IC FOUNC)ATION CFI W/ (3) ■ REE)AR CO■INUOU5. INTEf�I■ FOI..INL:)ATION ■UREL) F)■IE) w/ GONG. 51-46 ON GFADE. SEE C:UNC FF'UG I"ION L)ETAIL5 FOF ADDITIONAL INFO, 20"w x 20"d GON(_. MONOLITHIC, FOUNE)ATION w/ (3) S RES■? CONTINUOUS. EXTERIOR ■■FOUNDATION PO■REF) 50LIF) W/ CONG. 5LAF) ON C f? " F_: SEE CONSTF UC:TION f)ETAII FOF� 4DIDITION4I INFO. TO THE BENT OF THE ENGINEER'S KNONI..FDGF, THE PLANS AND SPEGIFIGATIONS COMPLY WITH THE MINIMUM REOIWREMENT5 OF THE FLORIDA BUILDING (-ODE - RESIDENTIAL SECTION R�01(2010 EDITION) PLANS AND SPEGIFICATIONS COMPLY KITH THE FLORIDA EIJILDING GODS, SEGTION IJOq FOR I'.3q MPH WIND ZONE (2010 EDITION) THIS DRAWING 15 \/ALIS FOR 12 MONTHS AFTER THE DATE IT 15 51GNED AND SEALED OR UNTIL THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 15 GHANGED. THIS DRAWING 15 SIGNED AND SEALED FOR THE 5TRUGTURAL PORTIONS OF THE DRAWING ONLY. ARCHITECTURAL, ELEGTF_:IGAL, OR MECHANICAL DETAILS, IF SHOWN, ARE FOR VISUAL REFERENCE ONLY AND ARE NOT GO\/ERED UNDER THIS SEAL. NOTE: IT 15 THE CONTRAGTOR5 RE5PON515ILIT'f TO REVIEW ALL DRAWINGS BEFORE CON5TR1JGTION BEGINS. THE ENGINEER OF RFGORD 15 RESPONSIBLE FOR THE 5TR1JGT0RA1 INTFGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWING5, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MU5T BE BROUGhIT TO THE ATTENTION OF THE EN6INFFR OF REGORD PRIOR TO THE GOMMENGEMENT OF CONSTRUCTION. GONTRAGTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY o GON5TRUGTION. THE STRUGTIJRES GROUP 15 NOT RESPONSIBLE FOR u ANY DIMENSIONS. THE STRIJGTIJRE5 6ROUP 15 RESPONSIBLE FOR PROPOSED CHANGES TO ORIaINAL 5TRJCTURE SHOWN ON THESE PArvE5 ONLY. THE STRUCTURES GROUP 15 NOT RESFON515LE FOR EXISTING 5TR1JGTURAL COMPONENTS. The Structures Group, Inc. Dr. Nick M. Bradford, P.E. S.E. FL. Rei;. #58585 CA 8956 1711 N. Armenia Avenue, #B I'ainpa, FL, 33607 Phone (812)877--3421 Fax (81.3)875-9320 www.Structure5-Gro1ip.c0r11 COMP FILE COMMUNITY 10t 1 SSUED q ✓.13 REVISED �i.13.13 • FOUNDATION PLAN FOUNDATION DETAIL5 L/ 110 ►\ DWN BY: R.R. • NECKED BY: D.D. • x x • SHEET NUMBER • A1.0 OF 4� ■ Cfi ■ • FOUNDATION PLAN FOUNDATION DETAIL5 L/ 110 ►\ DWN BY: R.R. • NECKED BY: D.D. • x x • SHEET NUMBER • A1.0 OF w w r cvr� 5'-1' S�•6� 42'.0' 19'•b' b' 5'•1' A/r, CONDEN5ER TOAD VERIFY SIZE I LOCATION IN FIELD. VERIFY CONDENSER TO PAD CONNECTION WITH MANUF. AIG CONDENSER PAD VERIFY 61,7E I LOCATION IN FIELD. VERIFY CONDENSER TO PAD CONNECTION WITH MARY. G NA\LL LE -C -,)END GMU WALL. GMU WALL W/ I" (NOM.) FURRING. FIRE-RESISTANT —ML) WALL N/ 2" (NOM.) PURRING EACH 511;,E (2) 2"X,5" BUD, HEADED' w/ 1/2" PLY, IUD, FLI*FC;N DENOTES ONE t5 VERT. REBAR CELL FILLEC, SOLID FROM FT6. TO TIE DE!AM Q� INT. BEARING FRAME WALL- 5EE FLOOR FLAN FOR HEIGHT. PLATE Lu/ (1) SIMP50N L5TA24 /@ EA. END. INT. NON-BEARING WALL- SEE FLOOR PLAN FOR HEIGHT. SHEAR CALCULATIONS ((� J INDICATES A_,_ES5I5LE DOOKNAY LC12C-7Zr- 5 C�.E[;) I:JLt!— (TO n MI J) (2) 2" X 12" FFE551JF?E TREATED WOOD LEC,DEF? N/ % EFOX'T' ANCHOR BOLTS 5FAGED @ 24 O.G. (TWO F'.OWS STAC-)r;,ER: �I� I IDAI 7ERN) INTO MA50NF,Y/GON(;F�E-TE WAS L. (6)" EMBEDMENT IN GONGF?ETE N/ 51M105ON 5ET EPDXY), (2) 2" X b" F)F,.E5SIJF F TF?.EATED N001) 1_EC0EF, N/ ''(P EFOXY ANC,HOF, BOLTS � Sf�AC,ED ?�� O.G. (TWO .ONS STAB< -)E 921 FATTEFN) IN-rO MA50NF,Y/GONGRETE WALL. (C " EMB)EDMENT IN GONGRETE VV/ SIMFSON 5E -F EPDXY). 01 5 TrP---..1_J(- 7UF, A NOT ATTACH WOOD FF-D,4ME WALL TO MASONP i' CJI SIJ/ V?,"o EPDXY ANCHOF? BOLT5, SPACED � C- - 24" O.C. (," EM5ED. SIMPSON SET EPDXY ) ( 3) 2"X4" WE), JACK P05T W/ (2) SI1'1P�70N C��,1 LSTA24 (UUD. BEAM) OF (1) 5IMPSON I-ITT4 (11A50NF?'i / CONCF?ETE) �@ BASE. U.N.O. BLOCK BEAF,ING 50L I D. MAIN FLOOR PLAN SGALE; 114' = 1'-0' TO THF EFST OF THE ENGINEER'S KNOWI EDGE, THE FI..ANS AND SPEGIFIGATIONS GOMFLY WITH THE MINIMUM REOUIREMENTS OF THE FLORIDA BUILDING (_ODE - RESIDENTIAL SECTION 8301(2010 EDITION) PLANS AND SFEGIFIGATIONS GOMFI Y KITH THE FLORIDA BUILDING CODE, 5EGTION 160"1 FOR 15'1 MPH HIND ZONE (2010 EDITION) THIS DRAWING 15 VAI ID FOR 12 MONTHS AFTER THE DATE IT IS 516NEL7 AND SEALED OR (UNTIL THE REOIJIREMENT5 OF THE FLORIDA BUILDING CODE 15 CHANGED. THIS DRAWING 15 51r,NED AND SEALED FOR THE STRUCTURAL FOR:I'IONS OF THE DRAWING ONLY. ARGHITEGTURAL, ELEGTR.IGAL, OR MECHANICAL DETAILS, IF 5110WN, ARE FOR VISUAL REFERENCE ONLY AND ARE NOT COVERED UNDER THIS SEAL. NOTE: IT 15 THE GONTF:AGTORS RE5PONSIEILIT'f TO REVIEW ALL DRANINGS BEFORE GON5TRUGTION EEGIN5. THE ENGINEER OF RF.GORD 15 RE5FON51ELE FOR THE STRUCTURAL INTEGRITY OF THIS FROJEGT ONLY. ANY DI5GREFANG'r' BETWEEN FIELD CONDITIONS, OTHER DESIGN FROFESSIONALS' SHOF 1.)RANIN65, CONTRAGTOR5' BUILDING METHODS, AND THESE 516NED AND SEALED DRAWINGS MUST UE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF GONSTRUGTION. GONTRAGTOR TO VERIFY ALL DIMEMION5 PRIOR TO START OF ANY GONSTRUGTION. THE STRUCTURES GROUP 15 NOT RE5FONSIBLE FOR ANY DIMENSION5. THE STR1JGTURE5 GROUP IS RESPONSIBLE FOR PROPOSED CHANGE5 TO ORIGINAL STRUCTURE SHOWN ON THESE FAGE5 ONLY. THE STRJCTURES GROUP 15 NOT RESPONSIBLE FOR EXI5TING STRUCTURAL GOMFONENTS. The Structures Group, Inc. Dr. Nick M. Ear adford, P.E. S.E. FL. Reg. #52585 CA 8956 1714 N. Armenia Avenue, #13 'Pampa, FL 33607 Phone (813)877-3421 Fax (813)875-9310 www. SLrUcture7—Gro UP.cc) Eli 1 e e COMP FILE GOMM M Y lot. blk ISSUED X1.3.13 REVI SED q.13.13 (2) 2"X,5" BUD, HEADED' w/ 1/2" PLY, IUD, FLI*FC;N Q� PLATE Lu/ (1) SIMP50N L5TA24 /@ EA. END. 03 SHEAR CALCULATIONS NOTE: ALL CMU I'IASONRY WALLS DE616NED TO 5UPPOPT ENDS W/ (3) 2"X4" (MIN, DEPTI-1) WD, RESIST WIND INDUCED SHEAR FORCES. `HI JACK POSTS W/ 5I111"50N w/ (1) 511"IP50N Q� 7j SHEAR WIND FIFE: ,URE = 35 TSF HTT4 (M450NFY) OR (1) 5I1`11"50N L5TA24 2ND FLOOR L -VEL rUJD. 13- EAP•1) ERASE U.N.O. I. FRONT - E3ACK DIRECTION SHEAR FORCE = 24000 L5 (2.) 2."XI2." BUD. HEADED Lu/ 1/2" PLY. WD. FLITCH SHEAR WALL REQUIRED = 24.0 FT PLATE w/ (2) 51MF13ON L5TA24 0 EA, ENC), SHEAR WALL PROVIDED = 130 FT SUPPORT ENDG� U1/ (3) 2"X4" (MIN. E)EPTH) WD. SAFETY' FACTOR 5.15 CH2 2. SIDM SIDE DIRECTION / JACK P05T5 w/ EIMP50N w/ (U 51MP5ON a SHEAR FORCE Ia500 EB HTT4 (MA5ONF)Y) OFD (2) 51MP5ON L5TA24 SHEAR WALL REQUIRED la.> FT (BUD. bEAM) � ��ASF U.N.O. SHEAR WALL PROVIDED = &0 FT - SAFETY FACTOR = 3.24 15T FLOOR LEVEL L_INTE!L I. FRONT - EACK DIRECTION 0"X8," PF�ECA5T LINTEL (;POUTED SOLID W/ SHEAR FORCE = 3 SE REQUi�'ED 39.09.0 FT = FT (1) # FEDAF,. IN5TALI_ A5 PEfiSHEAF,SHEAF,WAI LI `r SHEAR WALL PROVIDED 144 FT _ — C.NSTPUC.rION DETAILS ON THE SAFETY FACTOR 309 CON5TRUCTION DETAIL SHEETS, 2. SIDE - SIDE DIRECTION ?"XIG" MA50*F Y COMPOSITE SEAM SHEAR FORCE = 31100 L SHEAR WALL REGUITRED = 31.0 FT (TOUTED SOLID w/ (1) #'5 f�EBAP IN SHEAR WALL PiROVIDED = 34.0 FT SAFETY FACTOR 1.01 PRECAS-r LINTEL AND <NOCK -OUT 5LOCK CD2 COUPSE ABOVE, IN5TALL AS PEP CON5TP,UCTION DETAIL5 ON THE CON5TP,UCTION DETAIL SHEET5. NOTE: ALL PFECAST/POWE-F'DOX LINTEL5 SHALL BE SUPPO;?TED DUPINC-; CONCF'ETE CU MAIN FLOOR PLAN SGALE; 114' = 1'-0' TO THF EFST OF THE ENGINEER'S KNOWI EDGE, THE FI..ANS AND SPEGIFIGATIONS GOMFLY WITH THE MINIMUM REOUIREMENTS OF THE FLORIDA BUILDING (_ODE - RESIDENTIAL SECTION 8301(2010 EDITION) PLANS AND SFEGIFIGATIONS GOMFI Y KITH THE FLORIDA BUILDING CODE, 5EGTION 160"1 FOR 15'1 MPH HIND ZONE (2010 EDITION) THIS DRAWING 15 VAI ID FOR 12 MONTHS AFTER THE DATE IT IS 516NEL7 AND SEALED OR (UNTIL THE REOIJIREMENT5 OF THE FLORIDA BUILDING CODE 15 CHANGED. THIS DRAWING 15 51r,NED AND SEALED FOR THE STRUCTURAL FOR:I'IONS OF THE DRAWING ONLY. ARGHITEGTURAL, ELEGTR.IGAL, OR MECHANICAL DETAILS, IF 5110WN, ARE FOR VISUAL REFERENCE ONLY AND ARE NOT COVERED UNDER THIS SEAL. NOTE: IT 15 THE GONTF:AGTORS RE5PONSIEILIT'f TO REVIEW ALL DRANINGS BEFORE GON5TRUGTION EEGIN5. THE ENGINEER OF RF.GORD 15 RE5FON51ELE FOR THE STRUCTURAL INTEGRITY OF THIS FROJEGT ONLY. ANY DI5GREFANG'r' BETWEEN FIELD CONDITIONS, OTHER DESIGN FROFESSIONALS' SHOF 1.)RANIN65, CONTRAGTOR5' BUILDING METHODS, AND THESE 516NED AND SEALED DRAWINGS MUST UE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF GONSTRUGTION. GONTRAGTOR TO VERIFY ALL DIMEMION5 PRIOR TO START OF ANY GONSTRUGTION. THE STRUCTURES GROUP 15 NOT RE5FONSIBLE FOR ANY DIMENSION5. THE STR1JGTURE5 GROUP IS RESPONSIBLE FOR PROPOSED CHANGE5 TO ORIGINAL STRUCTURE SHOWN ON THESE FAGE5 ONLY. THE STRJCTURES GROUP 15 NOT RESPONSIBLE FOR EXI5TING STRUCTURAL GOMFONENTS. The Structures Group, Inc. Dr. Nick M. Ear adford, P.E. S.E. FL. Reg. #52585 CA 8956 1714 N. Armenia Avenue, #13 'Pampa, FL 33607 Phone (813)877-3421 Fax (813)875-9310 www. SLrUcture7—Gro UP.cc) Eli 1 e e COMP FILE GOMM M Y lot. blk ISSUED X1.3.13 REVI SED q.13.13 • MAIN FLOOR PLAN • FLOOR PLAN NOrE5 s . DWN BY: R.R. CHECKED BY: D.D. ,tel SHEE'r NUMBER A2. OF e Q� 03 Q� 7j C cn • MAIN FLOOR PLAN • FLOOR PLAN NOrE5 s . DWN BY: R.R. CHECKED BY: D.D. ,tel SHEE'r NUMBER A2. OF UPPER FLOOR PLAN 5ULF: 1/4' - 1'-0' HIN-L LEC -3E -NE) GMIJ WALL. GMIJ WALL W/ I" (NOM.) FURRING. O �O FIRE-RESISTANT GMU %IAL Ll A/ 2 (NOM.) FURRING, GAGH SIDE DENOTES ONE! #5 VERT. REBAR CELL FILLED SOLID FROM FTG. TO ilE REAM INT, BEARING FRAME WALL- 5EE FLOOR PLAN FOR HEIGHT. � N INT. NON-BEARING NiAL L - SEE FLOOR PLAN FOR HEIGHT, cq N r C) INDICATES ACCESSIBLE C700R/gAY F05-7 `5(LHr7t l_)l—E (3) 2"X4" WD, JACK P05T w/ (2) 51MP60N C� L5TA24 (WL). BEAM) OP' (1) 51MIPSO �N H-rT4 J (MA50NF" / C ONGPETE) /@ FASB. U.N.O. BLOCK BE A RING 50L ID. (2) 2"X(3" WE), NEADEF? w/ 1/2" f)L`i-, WE), FLITCH FLATS w/ (1) 5111F50N L5TA24 � EA. END, CHS 5UPPOPT ENDS LU/ (3) 2"X4" (MIN. DEPTH) IUD. JACK PO5T5 IU/ 51r" PSoN w/ (I) 51[.lp-50N NTT4 (MA5ONFd''<) Of (U 51MP50N L5TA2.4 (l1JD. L'EAI`1) 543E U.N.O. (2) 2"X12" IUD. HEADER w/ 1/2." PLY, BUD.'LITCH (LATE W/ (2) 51r'11`50N LSTA24 9 EA. END. (1-12 `3UPPOF-DT ENDS W/ (3) 2."X4" (MIN, DEPTW LUGS. JACK, P05% U1/ SIMPSON (1) 511"IF5ON NTT4 (MA5OW"I') OR (2) 511`11`50N LST424 (IUD. E3E4I`1) '@ BASE U.N.O. L._ I NTFL_. 5("v,H#�:-DUI_E! Fr=�EC A5T LINTEL GROUTED SOLID �u/ (UC5 RE54F='.. IN5-rAL L AS PEF? LI CON5TRUCTION DETAILS ON THE CONSTFUCTION DETAIL SwIEET5, 8"Xlo" PIASON;'f COMPOSITE BEAI''I CaF?OUTED 50LID w/ (1) 05 FEE3AF' IN 11-'PEGAST LINTEL ANC) KNOCK. -OUT E,LOCK LTJ COUF 5E ABOVE, INSTALL A5 PEF� CON5TF;U(_:TION DETAILS ON THE CONSTP,UCTION DETAIL SHEETS, NOTi=: ALL FPEG4: T/POWEFB0X LINTELS SHALL BE 5Upp01r'TE"D DUF;INC$ CONC FDETE C.r-,E. TO THE BE5T OF THE ENGINEFR'S KNOWL.F'DGF, THE PLANS AND SPEGIFIGATIONS COMFLY WITH THE MINIMUM REQUIREMENTS OF THE FLORIDA BUILDING GORE - RESIDENTIAL SEGTION 8301(2010 EDITION) PLANS AND SFEGIFIGATIONS GOMFL-' WITH THE FLORIDA BUILDING CODE, SECTION 160-1 FOR. 13q MFH WIND ZONE (2010 EDITION) THIS DRAWING IS VALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED OR UNTIL THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 15 CHANGED. THIS PRA/TNG 15 SIGNED AND SEALED FOR. THE STRUCTURAL PORTIONS OF THE DRAWING ONLY. ARCHITECTURAL, ELEG'rRIGAL, OR MEGHANIGAL DETAILS, IF 5HOWN, ARE FOR V15UAL REFERENCE ONLY AND ARE NOT COVE -RED UNDEF. THIS SEAL. NOTE: IT 15 THE GONTRAGTORS RESPONSIBILITY TO REVIEW ALL DRAWING5 BEFORE CONSTRIJGTION BEGINS. THE ENGINEER OF RECORD 15 RFSFONSIBLF FOR THE STRI.JGTURAL INTE-GRIT'( OF THIS FRO.JEC T ONLY. ANY DISGREFANGY BETWEEN FIELD CONDITIONS, OTHER DESIGN FROFE55IONALS' SHOP DRAWINGS, GONTR.AGTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS P-IU5T BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD FRIOR TO THE GOMMENGEMENT OF GONSTRUGTION. GONTRAGTOR TO VERIF'T' ALL DIMENSIONS PRIOR TO START OF ANY CONSTRUGTION. THE 5TRIJGTURES GROUP IS NOT RESPONSIBLE FOR ANY DIMENSIONS. THE STRUGTURG5 GROUP 15 RESPONSIBLE FOR FROFOSED CHANGES TO ORIGINAL STRUGTURE SHOWN ON THESE PAGES ONLY. THE STRUCTURES GROUP IS NOT RE5FON51BLE FOR EXISTING STRUGTURAL COMPONENTS. The Structures Group, Inc. Dc. Nick M, Bradford, P.B. FL. Reg. #52585 CA 8956 1714 N. Armenia Avenue, Tampa, VL 83601 Phone (813)877-3421 S. E. #B Fax (813)875-0320 www. S trt-> ctures—Gro u p. corrr COME' FILE COMMUNITY lot. blk ISSUED X13,13 REVI SED '1.13.13 b • • UPPER FLOOR PLAN • FLOOR PLAN N07E5 s b DWN BY: R.R. 'NECKED BY: p,p, • '_�HEE-r NUMBER • A2.1 OF • • s O �O w —= 1 0 � N cq N r C) F •�j 0 c� u Q� • a 00 q c� 066 wo 4 • UPPER FLOOR PLAN • FLOOR PLAN N07E5 s b DWN BY: R.R. 'NECKED BY: p,p, • '_�HEE-r NUMBER • A2.1 OF • • O • V 1 w —= 1 0 � N cq N r C) F •�j 0 c� u Q� • a 00 q c� 066 wo q�n �PJ�w zap, pa[� Oar 3.' • • UPPER FLOOR PLAN • FLOOR PLAN N07E5 s b DWN BY: R.R. 'NECKED BY: p,p, • '_�HEE-r NUMBER • A2.1 OF • • a V 1 •�j 0 n Q� • a • UPPER FLOOR PLAN • FLOOR PLAN N07E5 s b DWN BY: R.R. 'NECKED BY: p,p, • '_�HEE-r NUMBER • A2.1 OF • 2'X11' RA15ED BANDING (+10 4'XIa' RAISE) BANDING (W) VA' Rh5ED BANDING (+27 a' FOAM DETAIL C5� CALE: 3/4" : r-0' RAISED FOAM (+6') s �- RAISED FOAM (+5.57 w DECORATIVE CORBEL ITECTURAL COMPOSITE ROOF SHINGLE- TTP RCS. N-- r. —F IIN 0 aD. H7. 4" BAINDING (+: V T BANDING -A- 15IC WIN HD. — --0-- �.0.' �2 DECORATIVE WINDOW SILL DETAIL -� SCALE: I I,2 : I ,} FOAM CORBEL DETAIL C� SCALE: 1 I/2 : ' 0" 2ND. FUR �Q HEEL � U. D. Nr. D vw _� UJIN�OIU ND, Hr. FLUSH STUCCO TO MATCH - MAIN BODY FINISH )ECORATIVE SHUTTER - TYP.-- (SEE DETAIL 3/A3.0) r.o.t�. � lllINpOUJ HD. Hr. 6:12 RIGHT ELEVATION ARCHITECTURAL COMP051TE ROOF SHINGLE- TYP. 12 3.0 12 a' RAISED BANDING (+17- - - - - - - - - r - - - - - - - - - - - - - - - - sR6. Hr. WINDOW _ _ DECORATIVE SHUT[FR - TYP. ---- ` - c� 2' - �"�~J� (SEE DETAIL 31 0) —� - RA155.) BANDW- - _ l -s FYPON aX?14X? /l ? 4" DANDING (42.06'12 DECCRATIVE LOUVER610) / o/ 12" BANDING (+1.0' ---------------- __---- �r—4'RAISEDBANDING(41') ----- • _-----: `�� FIN. 2ND.FLR Ill=ER SCREED 11EEP SCREED WINDOW _ ------------- =r HD. HT. — — r — — — — — — — — — — — — — —--------- ------coar,N LIGHT — 7 D� �l FF] 0FEII � � J 4 E:l — 1 — ^.YP. F.� —--- — r.0.5. FRONT ELEVATION 5C4LE: 1/4' : I'-0" NOTE: FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, )ECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, ANP AROUNp ROOF OPENING5. WALL HEIGHTS VERIFY ALL E3EARING WALL HEIGHT5 WITH FINAL TRU55 LAYOUTS EXTEfUUR FINISH NOTES. U CEMENT PLASTER FINISH OVER CONCRETE MASONRY SHALL BE 56" THICK TEXTURED PER COMMUNITY 5PECIFICATIONS. T CEMENT PL A5TER FINISH OVER FRAMED WAL L5 SHALL DE 1/5' (3-( OAT) TEXTUREp PER COMMUNI FY SPEGIFICATION5, OVER ASPHALT IMPREGNATE) PAPER BACK WIRE LATH, OVER HOUSE WRAF' o/ EXTERIOR SHEATHING PER 5TRUGTURAL )RAWINGS. LATHE TO BE FURRED OUT FROM BACKING BY AN APPROVED METHOD, FBG R103.6. FRONT ELEVATIONS: BANDING, MOL DING, COLUMNS d TRIM SHALL RECEIVED A SAND FIN15H. SEE ELEVATION FOR DEPTH OF RADE) BAN)ING. SIDE s REAR ELEVATION: BANf)INCI AROUND WIN)OWS s DOOR5 MAY BE OPTIONAL 4" SCORE) OR OPTIONAL I" RAISE) BANpING PER COMMUNITI" 5PEc5 -SEE COMMUNITY 5PECIFICATION5 OR CONSULT EMERALD HOMES CGNSTRUCTION MANAGER, 50 ROOF COVERING: SEE COMMUNITY SPECIFICATIONS OR GON5ULT EMERALD HOMES CONSTRUCTION MANAGER, SEE STRUCTURAL SHEETS FOR SHEATHING REOUIREMENTS. TO THE BEST OF THE ENGINEFR'S KNOWI.FDGF, THE PLANS AND SPEGIFIGATIONS G-OXFLY WITH THE MINIMUM REOUIREMENI.S OF THE FLORIDA BUILDING GORE - RESIDENTIAL 5EGTION P,SOI(��010 EDITION) PLANS AND SPEGIFIGATI0N5 GOMPLY WITH THE FLORIDA BUILDING GORE, 5E( -TION 160q FOR 13c� MPH WIND ZONE (2010 EDITION) THIS DRAWING IS \/f -\LID FOR 12 MONTHS AFTER. THE DATE IT I: SIGNED AND SEALED OR UNTIL THE REOUIREMENTS OF THE FLORIDA BUILDING GORE 15 GHANG—r-D. THIS DRAWING 15 SIGNED AND .SEALED FOR THE STRIJGTURAL PORTIONS OF THE DRAWING ONLY, ARGHITEGTIJRAL, ELEGTRIGAL, OR MEGHANIGAL DETAILS, IF SHOWN, ARE FOR VISUAL REFERENCE ONLY AND ARE NOT COVERED UNDER THIS SEAL. NOTE: IT 15 THE GONTRAGTORS RESPON511LITY TO REVIEW ALL DRAWINGS BEFORE GON5TRIJGTION BEGINS. THE ENGINEER OF REGORD 15 RE-SFON51BLE FOR TNF 5TRUGTURAL INTEGRITY OP THIS PROJECT ONLY. ANY DISCREF'ANGY DETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWING5, GONTRAGTORS' BUILDING METHODS, AND T Z -5E SIGNED AND 5EALGD DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF GON5TRUGTION. GONTRAGTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY GONSTRUGTION. THE STRUCTURES GROUP 15 NOT RESPONSIDLE FOR ANY DIMENSIONS. THE STRIJGTIJRES GROUP 15 RESPONSIDI E FOR FROPOSED GHANG-E:5 TO ORIGINAL 5TRUGTJRE 51-10'NN ON THESE PAGES ONLY, THE STRUCTURES GROUP IS NOT RESPONSIBLE FOR EXISTING 5TRUGTURAL GOMPONENTS. The Structures Grog, Inc. Dr. Nick M. Dradrord, P.E. S.E. PL. Reg. "5258.5 CA 8956 1714 N. Armenia Avenue, //F3 Tarnpa, Fi, 33607 Phone (813)877-3422 Fax (813)875-9320 � www.SLructures-G�•oup.com COMP FILE COMMUNITY lo[, blk ISSUED G13.13 REVISED q.I3.13 • • MAINTAIN MIN, DISTANCE FOR • 02 • 0 HURRICANE SHUTTER ATTACHMENT e A5 REQUIRED BY CODE F -r .--` DEGORATIVE FOAM TRIM Cf1 Q.�ct SAND FIN15H STUCCO FINI51-1 PAINTED Lf a � �9 TP. M GOL OR W x� wti e • -DECORATIVE SHUTTERS v WINDOW FRAME —MAINTAIN MIN. DISTANCE FOR HURRICANE SHUTTER ATTACHMENT A5 RESUIRED BY -- GODE R 'n q, o DEGORATIVE SHUTTERS �1 V ami :4 WINDOW FRAME SAND FINISH 5TUGC0 FINISH PAINTED TRIM DOLOR - --__ ----DECORATIVE FOAM SILL MAINTAIN MIN, 1)15TANGE FOR M c/ - HURRICANE SHUTTER ATTACHMENT A5 REOUIRFD BY CODE SHUTTER DETAIL �c ,} FOAM CORBEL DETAIL C� SCALE: 1 I/2 : ' 0" 2ND. FUR �Q HEEL � U. D. Nr. D vw _� UJIN�OIU ND, Hr. FLUSH STUCCO TO MATCH - MAIN BODY FINISH )ECORATIVE SHUTTER - TYP.-- (SEE DETAIL 3/A3.0) r.o.t�. � lllINpOUJ HD. Hr. 6:12 RIGHT ELEVATION ARCHITECTURAL COMP051TE ROOF SHINGLE- TYP. 12 3.0 12 a' RAISED BANDING (+17- - - - - - - - - r - - - - - - - - - - - - - - - - sR6. Hr. WINDOW _ _ DECORATIVE SHUT[FR - TYP. ---- ` - c� 2' - �"�~J� (SEE DETAIL 31 0) —� - RA155.) BANDW- - _ l -s FYPON aX?14X? /l ? 4" DANDING (42.06'12 DECCRATIVE LOUVER610) / o/ 12" BANDING (+1.0' ---------------- __---- �r—4'RAISEDBANDING(41') ----- • _-----: `�� FIN. 2ND.FLR Ill=ER SCREED 11EEP SCREED WINDOW _ ------------- =r HD. HT. — — r — — — — — — — — — — — — — —--------- ------coar,N LIGHT — 7 D� �l FF] 0FEII � � J 4 E:l — 1 — ^.YP. F.� —--- — r.0.5. FRONT ELEVATION 5C4LE: 1/4' : I'-0" NOTE: FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, )ECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, ANP AROUNp ROOF OPENING5. WALL HEIGHTS VERIFY ALL E3EARING WALL HEIGHT5 WITH FINAL TRU55 LAYOUTS EXTEfUUR FINISH NOTES. U CEMENT PLASTER FINISH OVER CONCRETE MASONRY SHALL BE 56" THICK TEXTURED PER COMMUNITY 5PECIFICATIONS. T CEMENT PL A5TER FINISH OVER FRAMED WAL L5 SHALL DE 1/5' (3-( OAT) TEXTUREp PER COMMUNI FY SPEGIFICATION5, OVER ASPHALT IMPREGNATE) PAPER BACK WIRE LATH, OVER HOUSE WRAF' o/ EXTERIOR SHEATHING PER 5TRUGTURAL )RAWINGS. LATHE TO BE FURRED OUT FROM BACKING BY AN APPROVED METHOD, FBG R103.6. FRONT ELEVATIONS: BANDING, MOL DING, COLUMNS d TRIM SHALL RECEIVED A SAND FIN15H. SEE ELEVATION FOR DEPTH OF RADE) BAN)ING. SIDE s REAR ELEVATION: BANf)INCI AROUND WIN)OWS s DOOR5 MAY BE OPTIONAL 4" SCORE) OR OPTIONAL I" RAISE) BANpING PER COMMUNITI" 5PEc5 -SEE COMMUNITY 5PECIFICATION5 OR CONSULT EMERALD HOMES CGNSTRUCTION MANAGER, 50 ROOF COVERING: SEE COMMUNITY SPECIFICATIONS OR GON5ULT EMERALD HOMES CONSTRUCTION MANAGER, SEE STRUCTURAL SHEETS FOR SHEATHING REOUIREMENTS. TO THE BEST OF THE ENGINEFR'S KNOWI.FDGF, THE PLANS AND SPEGIFIGATIONS G-OXFLY WITH THE MINIMUM REOUIREMENI.S OF THE FLORIDA BUILDING GORE - RESIDENTIAL 5EGTION P,SOI(��010 EDITION) PLANS AND SPEGIFIGATI0N5 GOMPLY WITH THE FLORIDA BUILDING GORE, 5E( -TION 160q FOR 13c� MPH WIND ZONE (2010 EDITION) THIS DRAWING IS \/f -\LID FOR 12 MONTHS AFTER. THE DATE IT I: SIGNED AND SEALED OR UNTIL THE REOUIREMENTS OF THE FLORIDA BUILDING GORE 15 GHANG—r-D. THIS DRAWING 15 SIGNED AND .SEALED FOR THE STRIJGTURAL PORTIONS OF THE DRAWING ONLY, ARGHITEGTIJRAL, ELEGTRIGAL, OR MEGHANIGAL DETAILS, IF SHOWN, ARE FOR VISUAL REFERENCE ONLY AND ARE NOT COVERED UNDER THIS SEAL. NOTE: IT 15 THE GONTRAGTORS RESPON511LITY TO REVIEW ALL DRAWINGS BEFORE GON5TRIJGTION BEGINS. THE ENGINEER OF REGORD 15 RE-SFON51BLE FOR TNF 5TRUGTURAL INTEGRITY OP THIS PROJECT ONLY. ANY DISCREF'ANGY DETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWING5, GONTRAGTORS' BUILDING METHODS, AND T Z -5E SIGNED AND 5EALGD DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF GON5TRUGTION. GONTRAGTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY GONSTRUGTION. THE STRUCTURES GROUP 15 NOT RESPONSIDLE FOR ANY DIMENSIONS. THE STRIJGTIJRES GROUP 15 RESPONSIDI E FOR FROPOSED GHANG-E:5 TO ORIGINAL 5TRUGTJRE 51-10'NN ON THESE PAGES ONLY, THE STRUCTURES GROUP IS NOT RESPONSIBLE FOR EXISTING 5TRUGTURAL GOMPONENTS. The Structures Grog, Inc. Dr. Nick M. Dradrord, P.E. S.E. PL. Reg. "5258.5 CA 8956 1714 N. Armenia Avenue, //F3 Tarnpa, Fi, 33607 Phone (813)877-3422 Fax (813)875-9320 � www.SLructures-G�•oup.com COMP FILE COMMUNITY lo[, blk ISSUED G13.13 REVISED q.I3.13 • • •FRONT $ R16HT ELEYATION5 ELEYATION )NAILS DWN BY: R.R. ' NECKED BY: p,), • HEET NUMBER • A3.O OF • 3 • 02 • 0 e w F -r 1 0 � N Cf1 Q.�ct M� a � �9 G W x� wti e • yl •FRONT $ R16HT ELEYATION5 ELEYATION )NAILS DWN BY: R.R. ' NECKED BY: p,), • HEET NUMBER • A3.O OF • 3 • 02 • 0 e w e 1 0 � N Cf1 Q.�ct M� co � 0 W x� wti yl v R 'n q, o �1 V ami :4 a 136 ;4qv� -r •FRONT $ R16HT ELEYATION5 ELEYATION )NAILS DWN BY: R.R. ' NECKED BY: p,), • HEET NUMBER • A3.O OF • 3 e e Cf1 Q.�ct � M c/ - •FRONT $ R16HT ELEYATION5 ELEYATION )NAILS DWN BY: R.R. ' NECKED BY: p,), • HEET NUMBER • A3.O OF • 3 ARCHITECTURAL COMP051TE ROOF 54N w V ARCHITECTURAL COM1`05I1E ROCT SHINGLE- TTR rik pR6. NT. � IUINpOUJ Np. NT. FIN, 20, FLR � RA15EEp NEFL 4 IUINL ND.WT. _o T.0.5. 6:1? L C-� 112' EANDING (+LSU' W. Ltd Ow ), NT. a�. o'+ .0.5. 1!10� LEFT ELEVATION SCALE: 1/4' - 1'-0' 711]] �Ll il- _Ili [LUI • NOTE: FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, PECK AND WALL INTER5ECTION5, AT GUTTERS, AT ALL CHANGES IN ROOF 5LOPE OR DIRECTION, AND AROUND ROOF OPENIN65. WALL HEIGN 15 VERIFY ALL HARING, WALL NEI6NT5 WITH FINAL TRU55 LAYOUTS _J EXTERIOR FINISH NOTES. (I) CEMENT PL45TER FIN15H OVER CONCRETE MA50NRY SHALL BE 5/8' THICK TEXTURED PER COMMUNITY 5PECIFICATION'. CEMENT PLA5TER FINISH OVER FRAMED WALLS SHALL BE 10 (3•COAf) TEXTURED PER COMMUNICY 5PECIFICATION5, OVER ASPHALT IMPREGNATED PAPER PACK WIRE LATH, OVER HOUSE WRAP o/ EXTERIOR SHEATHING PER 5TRUCTURAL DRAWIN65, LATHE TO BE FURRED OUT FROM BACKING BY AN APPROVED METHOD, FBC R103.6. O FRONT ELEVArION5: BANDING, MOLDINGS, COLUMN5 d TRIM SHALL RECEIVED A SAND FINI5H. SEE ELEVATION FOR DEPTH OF RAISED BANDING. SIDE REAR ELEV4(10N: BANDING AROUND WINDOW5 J DOOR5 MAY BE OPTIONAL 4° SCORED OR OPTIONAL I' RAISED BANDING PER COMMUNITY SPECS -SEE COMMUNITY 5PECIFIGATION5 OR CON5ULT EMERALD HOMES CCN5TRUCTION MANAGER. (� ROOF COVERING: 5EE COMMUNITY SPECIFICATION5 OR CONSULT EMERALD HOME5 CONSTRUCTION MANAGER. 5EE STRUCTURAL SHEET5 FOR SHEATHING REOUIREMENr5. TO THE C3FST OF THE ENGINEER'S KNOWLEDGE, THE FLANS AND SFEGIFIC.ATIONS COMPLY WITH THE MINIMUM RE(�IJIREMENTS OF THE FLORIDA BUILDING CODE - RESIDENTIAL 5EGTION R301(20I0 EDITION) PLAN5 AND 5FEGIFIG1-\TION5 GOMFLY WITH THE FLORIDA BUILDING GORE, SECTION 160'1 FOR 13-1 MFH WIND ZONE (2010 EDITION) THIS DRAWING IS VALID FOR 12 MONTHS AFTER THE PATE IT IS SIGNED AND SEALED OR UNTIL THE REQUIREMENTS OF THE FLORIDA BUILDING GODS 15 GHANGED. THIS DRAWING 15 SIGNED AND SEALED FOR THE STRUGTURAL PORTIONS OF THE DRAWING ONLY, ARGHITECTURAL, ELEGTRIGAL, OR MEGHANIGAL DETAILS, IF 5NOWN, ARE FOR VISUAL REFERENCE ONLY AND ARE NOT GOVERED UNDER TH15 SEAL, NOTE: IT 15 THE GONTRAGTOR5 RESPONSIBILITY TO REVIEW ALL DRAWIN65 EEFORE GON5TRUGTION BEGINS, THE ENGINEER OF RECORD IS RESPONSIBLF FOR THF STRUGTURAL, INTEGRITY OF THIS FROJEGT ONLY. ANY DISCREPANCY E5ETWEEN FIELD C.ONDITION5, OTHER DESIGN FROFES510NF\LS' SHOP DRANINGS, GONTR,AGTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD FR.IOR TO THE GOMMENGEMENT OF GONSTRUG-riON. GONTRAGTOR TO \/ER.IF'( ALL DIMEN51ONS FRIOR TO START OF ANY GON5TRUGTION. THE STRUG-WRES GROIJF 15 NOT RESFONS15LE FOR ANY DIMENSIONS. THE STRUGTURE5 GROUP IS RESPONSIBLE FOR PROPOSED CHANGES TO ORIGINAL STRUCTURE SHOWN ON THESE FADES ONLY. THE STRUGTJRES GROUP IS NOT RESPONSIBLE FOR EXISTING STRUGTURAL GOMFONENTS. The Structures Grou , Inc. Dr. Nick M. Bradford, P.E. S. F'. FL. Reg. #52505 CA 8956 w r. 1.714 N. Armenia Avenue, ffED3 Tampa, FL, 33601 Phone (8l3)877-3121 Fax (813)875-9320 www.St"ucti-t'es—Grot1p.corn • REAR 4 LEFT ELEVATION5 • ELEVATION DETAILS WN BY: R.R, • ECKED BY: D.D. • -HEET NUMBER All OF • s o m • Q5 b �N OD o� v c�J ti J �T w c� � Nil' f f • REAR 4 LEFT ELEVATION5 • ELEVATION DETAILS WN BY: R.R, • ECKED BY: D.D. • -HEET NUMBER All OF • s o m • Q5 b �N OD o� v P. �0 0 ti w� w a rn � v � rte' � 066 do U I r 1 a.vN :4�z • • • REAR 4 LEFT ELEVATION5 • ELEVATION DETAILS WN BY: R.R, • ECKED BY: D.D. • -HEET NUMBER All OF • a • REAR 4 LEFT ELEVATION5 • ELEVATION DETAILS WN BY: R.R, • ECKED BY: D.D. • -HEET NUMBER All OF • RAKE WALL DETAIL (a-). PARTY WALL 5GALE: 3/4' = 1'-0' Al A. BRCS, H7. 10V CAST IN PLACE CONCRETE WALL CM.U. WALL _ RAKE WALL DETAIL @ ENTRY PARTY WALL B RG. Ht. 191-41 FIRE STOP F -4.O -- 4.1 GABI ' 'NI.) WALL CABLE END WALL C'J c'•d iS c�J Cj n Q) CV �.J Q, e LU v O' a ROOF PLAN SCALE: 1/4' : I'•0' v IR COMP FILE COMMUNITY lot . blk • ISSUED X1.3.13 REVISED q.13.13 ROOF PLAN DWN BY: R.R. CHECKED BY: D.U, I \ • SHEET NUMBER " A3.2 OF cQ q �o '00 0 t k N w� � w � Eiv� 0 � dV6 �ti Vj ko 0 o IM W, Zai p,Jm 94' s � A Aur ROOF PLAN DWN BY: R.R. CHECKED BY: D.U, I \ • SHEET NUMBER " A3.2 OF dJ s � ROOF PLAN DWN BY: R.R. CHECKED BY: D.U, I \ • SHEET NUMBER " A3.2 OF HANDRAILS SHALL NOT BE LESS THAN 34" OR MORE THAN 38" IN HEIGHT ABOVE THE 5FAIR NOSING. HANDRAILS SHALL BE CONTINUOUS 3/4" PLYNIOOD TREADS PER FLIGHT OF STAIRS. HANDRAILS SHALL BE 1 1/2" CLEAR OF ALL AD -AGENT FINISH MATERIALS AND END5 SHALL RE"TURN "TO HALL OR TERMINATC IN NEWEL F'051`5 OR SAFE 7ERMINAL5. HANDRAILS 511ALL BE 1 1/4"-2" IN GROSS 5EGTIONAL DIMENSION, OR APPROVED EQUIVALENT, AND BE 5MOOTH K rH NO SHARP E06ES/CORNER5. STAIR AND RAILING SUPPLIER INSTALLER SHALL SF rISFY N ALL BUILDING OEPAr1rMENT APPROVAL REOUIREMENTS FOR THE PRODUCTS THEY PROVIDE OR INSTALL SHOULD COMPLY hl 2010 FLORIDA EUILDING ( ODE 3/4" PL'rNOOD rREADS w iu �' GUARDRAILS SHALL NOT E;E LE55 THAN 36" IN _ E HEIGHT. i 2x12 N01-GHEO 5TRINGER 51MP50N -550 OR EQUAL OPEN RAI1-5 SHALL HAVE INFERMEDATE RAILS ------ 51MP50N LUS26 OR EOUAL 0 LANDING. -- 2X6 .1015r 0 LANDING I/2" GYP. BD. AT ALL WALL5 OR AN ORNAMENTAL PATTERN SUGFI 'rHA'r A 4" AND GEILING OF ENCLOSED USABLE SPACE UNDER STAIR DIAMETER SPHERE GANNO'r PA55 THROUGH. cn e V5PHERE f� � Y o THE 'TRIANGULAR OPENINGS A'1' 5FAIR MAY NOT O TREAD, RISER, a BOTTOM 51 TALL BE SUCH PASS n THAT A 6" DIAMETER SPHERE CANNOT TFIRGUGFI PA55 fFIROUGH. -6" SPHERE MAY NOT PA55 I"Ir? ' GI I HAN'DRA.-I LT 1L 5GALE: N.T 5. MA I GH FIEIGIiT OF BASEBOARD SIMPSON LSG OR E 2x12 NOTGHED 5TF 1/2 6'rP. BD. AT AL AND CEILING OF Et USABLE SPACE UNL 2X12 51"RINCFR� 'C' STRINGER/LANDING TOP DETAIL LEDGER @ MA50NR'r FINISHED SURFAGE " 3/4" PLYNIOOD TREADS 2X8 LEDGER ATTACHED r0 MA5. N/ 1/4' X 3' 7APGON15 0 N 8' O.G. STAGGERED 3/4" PL'rNOOD rREADS w iu �' _ E 5/8" PLYNOOD RISERS ('TYP.) i 2x12 N01-GHEO 5TRINGER 51MP50N -550 OR EQUAL ------ 51MP50N LUS26 OR EOUAL 0 LANDING. -- 2X6 .1015r 0 LANDING I/2" GYP. BD. AT ALL WALL5 AND GEILING OF ENCLOSED USABLE SPACE UNDER STAIR 2X12 5MINGERS TYP. cn XP �P 510N/ GAP fr(P.) 2x8 END .1015( I� ATTACH 2X8 LEDGER I TO EA VERT SND W/ (3) 160 NAILS ALT LEDGER 0 iNO FRAMED WALL ST-RINGER/LANDING DETAIL FINISHED SURFACE — 3/4" PLYNOOD TREA05 w cy LLi cc.I 2x12 NOTCHED SrRINGER 518" PL rW00D R15ER5 SECURE NOTCHED 5rFLINGER "FO FOOT wl (2) 12d COM MIN. SECURE FOOT 'FO SLAB vi/ 1/4",Dx3-1/2" TAPGONS 0 8" o.c ALL WOOD IN DIRECT CONTACT N17F1 GONGRETE "TO BE PRESSURE 'rREArED OR PROVIDE IMPERVIOUS MEMBRANE 5EPARANON AS ALLOV•IED BY GODS. 2X12 5rRINGERS T'rP TYPIXI XPANSION OAP (T'rP) FLOOR /STRINGER DETAIL SCALE: NIS. c� w IT. T. BUILDING SECTION "A—A" 5GALE: 1/4" = 1'•0' COMP FILE COMMUNITY lot . blk ISSUED q x.13 RE V1 SED <1.13.13 • 5UILPIN6 5ECTION5 • • DWN BY: R.R. • CHECKED BY: D.D. U SHEET NUMBER BUILDING SECTION 11 B _ B 11 • • A4.0 SCALE: 1/4' = V-0'OF �5 cn e f� � • 5UILPIN6 5ECTION5 • • DWN BY: R.R. • CHECKED BY: D.D. U SHEET NUMBER BUILDING SECTION 11 B _ B 11 • • A4.0 SCALE: 1/4' = V-0'OF �5 9H fl? FOR -- MIGROI HOOD 8H WF \ GFI N ---' GREAT ROOM \ 9'-4' CLC. I I �\x K% 3 3 \ I 1 --T� d �n I <n <n U t.i 1 _IGF[ I I I nU U L / / aF GF 2 KITCHEN 51RIP LIGEIT STRIP LIGHT IGFI 9'-4° CLG. PDR PDR LTJ 4 / l ITO FIXT. 4BV. rO FIXT. a511. I GARAGE Gal 1 € wy— FOYER FOYER 9'-4' CLG. 9'-4' CLC. STEEL .J -BOX '� 110Y C OUTLET FOR GAR. DOOR OPENER PORCH --(j> x IUP -\PORCH Io' -a' CLC. GFI GFI I0' -a' CLG. I GREAT ROOM 9'-4' CLG. I v> Lu f> I LFII _ _I a=L ,0AFF. I U z / KITCHEN 1 9'-4' GL G. TV I– –t 2-1 HS WP GFI — 02' FOR MICRO/ HOOD HS ALL ELECTRICAL DE51 I AND WORK SHALL BE IN 5TR16T COMPLIANCE WITH THE 2008 NATIONAL ELECTRIC GODS 67ENERAL ELECTRICAL NOTES 1) PER NEC SECTION 210.12(8) ALL 15A 'I 20A, 120V BRANCH GIRGUITS SUPPLYING OUTLETS REOUIRE AFGI PROTE(,TION. 2) CARBON MONOXIDE PROTEGPON PER FLORIDA STATUTES 553.885 (2). TO BE INSTALLED WITHIN 10' OF EVERY SLEEPING ROOM. 3) PER NEG SECTION 210.8(B)(4) ALL 15A ,q 20A, I25V RECEPTACLES INSTALL[[) OUTDOOR5 MUST BE 6F61-PROTEGrED. 4) PER NEG 5EGTION 210.8(8)(.5) ALL 15A T 20A, 125V RECEPTACLES I115TAI_LED WITHIN 6OF A SINK (IN NON -DWELLING UNIT OGGUPANGIE5-i.e. OUTDOOR SUMMER KITCHENS REGEPTAGLES) MUST BE GFCI-PROTECTED. 5) PER NEG 5EGTION 406.0)(1) 15A 'I 20A RECEPTACLES IN A WET LOCATION MUST BE WITHIN AN ENCLOSURE THAT 15 WEATHERPROOF WHEN AN ATTACAIMENT 15 PLU66ED IN AND ALL NON-LOCKING REGEPI-AGLE5 511ALL BE LISTED AS WEATHER RE515TANI-. 6) PER NEG SECTION 406.11 IN DWELLING UNITS, ALL 15A � 20A, 125V RECEPTACLES 511ALL BE LISTED A5 TAMPER RESISTANT. -1) PER NEC SECTION 800J56 NO LE55 THAN ONE GOMMUNIGATION5 OUTLET SHALL BE INSTALLED WITHIN EACH DWELLING UNIT. 8) PER NEC SECTIONS 83.14.3 AND 8315.1 SMOKE DETEGTOR5 TO BE INSTALLED IN51DE EA SLEEPING AREA q) PROVIDE GA5 DROPS AS PER GOMMUNIIY 10) JUNCTION BOX AT WATER NEATER, RANGE AND/O8 DRYER TO BE 220v IN NON GA5 COMMUNITIE5, AND IIOv IN 6OMMUNITIE5 THAT HAVE GA5 OPTION PROVIDE APPROPRIATE RECEPTACLE PER APPLIANCE MAIN FLOOR ELECTRICAL PLAN 5CkE, 1/4'- 1'-0' _ "ELECTRICAL ` M50L PLXEGS L%F\OF RErAGEWG 443, 4 OR 5 BLADE GFI GARAGE ® 9'-4' CI G. DATA OU [LE r 120V DUPLEX GONVENIENGE © HOSE BIB N 5HUr OFF VALVE O STEEL ABOX s IIOV— ;�- OUTLET FOR GAR. HB DOOR OFENER TV I– –t 2-1 HS WP GFI — 02' FOR MICRO/ HOOD HS ALL ELECTRICAL DE51 I AND WORK SHALL BE IN 5TR16T COMPLIANCE WITH THE 2008 NATIONAL ELECTRIC GODS 67ENERAL ELECTRICAL NOTES 1) PER NEC SECTION 210.12(8) ALL 15A 'I 20A, 120V BRANCH GIRGUITS SUPPLYING OUTLETS REOUIRE AFGI PROTE(,TION. 2) CARBON MONOXIDE PROTEGPON PER FLORIDA STATUTES 553.885 (2). TO BE INSTALLED WITHIN 10' OF EVERY SLEEPING ROOM. 3) PER NEG SECTION 210.8(B)(4) ALL 15A ,q 20A, I25V RECEPTACLES INSTALL[[) OUTDOOR5 MUST BE 6F61-PROTEGrED. 4) PER NEG 5EGTION 210.8(8)(.5) ALL 15A T 20A, 125V RECEPTACLES I115TAI_LED WITHIN 6OF A SINK (IN NON -DWELLING UNIT OGGUPANGIE5-i.e. OUTDOOR SUMMER KITCHENS REGEPTAGLES) MUST BE GFCI-PROTECTED. 5) PER NEG 5EGTION 406.0)(1) 15A 'I 20A RECEPTACLES IN A WET LOCATION MUST BE WITHIN AN ENCLOSURE THAT 15 WEATHERPROOF WHEN AN ATTACAIMENT 15 PLU66ED IN AND ALL NON-LOCKING REGEPI-AGLE5 511ALL BE LISTED AS WEATHER RE515TANI-. 6) PER NEG SECTION 406.11 IN DWELLING UNITS, ALL 15A � 20A, 125V RECEPTACLES 511ALL BE LISTED A5 TAMPER RESISTANT. -1) PER NEC SECTION 800J56 NO LE55 THAN ONE GOMMUNIGATION5 OUTLET SHALL BE INSTALLED WITHIN EACH DWELLING UNIT. 8) PER NEC SECTIONS 83.14.3 AND 8315.1 SMOKE DETEGTOR5 TO BE INSTALLED IN51DE EA SLEEPING AREA q) PROVIDE GA5 DROPS AS PER GOMMUNIIY 10) JUNCTION BOX AT WATER NEATER, RANGE AND/O8 DRYER TO BE 220v IN NON GA5 COMMUNITIE5, AND IIOv IN 6OMMUNITIE5 THAT HAVE GA5 OPTION PROVIDE APPROPRIATE RECEPTACLE PER APPLIANCE MAIN FLOOR ELECTRICAL PLAN 5CkE, 1/4'- 1'-0' _ "ELECTRICAL ` M50L PLXEGS L%F\OF RErAGEWG 6F1UUE 4 OR 5 BLADE TV GABLE TV ® UR�II DATA OU [LE r 120V DUPLEX GONVENIENGE © HOSE BIB N 5HUr OFF VALVE O OFF ;�- SWI rGl-IES HB HOSE BIB it 4 -WAY 5WIT91 GAS KEY ELECIR16AL PANEL FUEL O5 N SHUTOFF VALVE - OAS METER TELEPHONE OUTLET AT +8° INTERGOM ABOVE FLOOR AND COUNTER (Q DIREGTIONAL EYEBALL GAN 120V DUPLEX CONVENIENCE 24" FLUORESCENT FIXTURE DUPLEX OUTLET 120V DUPLEX GONVENIENGE DUPLEX OU rLET AT COUNTER Nf- PLXEGS L%F\OF RErAGEWG 6F1UUE 4 OR 5 BLADE OGFI GFIOUILEI' ® 220V GUILE r C1� 120V DUPLEX GONVENIENGE © RECEPTAGLE,1/2 HOT O 120V DUPLEX GEILIN6 MOUNTED ;�- SWI rGl-IES 3 -WAY SWITGH it 4 -WAY 5WIT91 L ELECIR16AL PANEL ELEGTRIG METER - OAS METER NT INTERGOM SPRINKLER PANEL HOME RUN G� V } 6EII_IN6 MOUNTED FAN 4 OR 5 BLADE SWITCH GONTROLLED ® RE6E55ED FRACTIONAL HP C1� EXHAUST FAN © RECESSED COMBINATION OF 1-161 N (EXHAUST FAN 5HI IGH CONTROLLED COMBO SMOKE I GARBON MONOXIDE DETEGTOR SMOKE DETEGTOR - \ RECESSED GAN GARBON MONOXIDE DEI-E6TOR - HANGING FIXTURE {\ CEILING FIXTURE SPEAKER (Q DIREGTIONAL EYEBALL GAN 24" FLUORESCENT FIXTURE UNDER UPPER GABINET 00000 INCANUE50T BAR 1-I0I-rT FIX[URE 48" FLUORE5GENT LI611T ---- FIXTURE O24" FLUORE56ENT LI6FIT FIXTURE FLOOD 1-16Hr } SURFACE MOUNTED INLAND. WALL LIGHT FIXTURE WALL SCONCE U C1� JUNG rION BOX P� © U DOOR GRIME DOOR GRIME PUSH BUTTON c; PUSH BUTTON o r Tf IERM05TAT � Lu —la w ILLUMINATED ADDRESS 0; +84" ABOVE T.D.G. s a COMP FILE GOMMUNRY lot. A ISSUED c13.13 REVISED '-1.13,13 • e MAIN FLOOR ELECTRICAL. PLAN DWN BY: R.R. CHECKED BY: D.D. • ♦ GHEE --F NUMBER A5,0 s OF a� Cd MAIN FLOOR ELECTRICAL. PLAN DWN BY: R.R. CHECKED BY: D.D. • ♦ GHEE --F NUMBER A5,0 s OF ALL ELEGTRI(,AL DE516N AND WORK. SHALL BE IN SIRIG'I COMPLIANGE H[TH IIHE 2008 NATIONAL ELEGTRIG CODE 1) PER NEG 5EGTION 210.12(8) ALL 15A 420A,120V DRANGH GIRGUII-5 SUPPLYING 00 [LETS REGUIRE AF(I PROI'EGTION. 2) 6ARBON MONOXIDE PROTECTION PER FLORIDA 51 A] 553.885 (2). To BE INSTALLED HI THIN 10' OF EVERY SLEEPING ROOM. 3) PER NEG 5E6TION 210.8(8)(4) ALL 15A r 20A, 125V RE6EPTAGLE5 INSTALLED OUTDOORS MUST BE GFGI-PROTECTED. 4) PER NEG 5EGTION 210.8(15)(5) ALL 15A 4 20A, 125V RE6EPTAGLE5 INSTALLED WITHIN 6' OF A 51NK (IN NON-DHEL.L.ING UNIT OGGUPANGIE5-i.e. OUTDOOR SUMMER KITGHEN5 REGEPTAGLE5) MU51- BE GFGI-PROTEGTEI). 5) PER NEG SECTION 406.8(8)(1)15A 'I 20A RE6EPIA61-E5 IN A HEr LOGATION MUST BE WITHIN AN ENGLOSURE THAI 15 HEATHERPROOF WHEN AN ATTACHMENT 15 PLUGGED IN AND ALL NON-LOCKING REGEPTA6LE5 SHALL BE LISTED A5 HEATHER RESISTANT, 6) PER NEG SECTION 406.11 IN DWELLING UNITS, ALL 15A 120A,125V REGEPTAGLE5 51IALL BE 1-15rED AS TAMPER-RESISTANT, H) PER NEG 5E6TION 800.156 NO LESS THAN ONE GOMMUNIGAT IONS OUI'LET SHALL BE INSTALLED Hi rHIN EACH WELLING UNIT. 8) PER NEG 5EGTION5 83.14.3 AND 8315.1 SMOKE DETEGTOR5 TO BE INSTALLED INSIDE EA SLEEPING AREA (1) PROVIDE OAS DROPS A5 PER GOMMUNrTY 10) JUNGTION BOX Al HATER HEATER, RANGE AND/OR DRYER TO BE 220v IN NON GAS GOMMUNITIES, AND I 10 IN 60MMUNITIE5 THAT HAVE 6 A OPTION PROVIDE APPROPRIATE RECEPTAGLE PER APPLIANCE UPPER FLOOR ELECTRICAL PLAN TV GABLE TV U�(l+ DATA GUILE I AT- H05E BIB H/ SHUT OFF VALVE -+ H13 1105E DID -7 GA) KE'( FUEL 6A5 H/ SHUTOFF VALVE TELEPHONE OU I LE[ Al' +e" ABOVE FLOOR AND COUNTER 120V DUPLEX CONVENIENCE DUPLEX OUTLET 120V DUPLEX GONVENIENGE DUPLEX OUTLET AT GOUNI ER VIP 120V OR 240V, WEA [I IERPROOF 6F1 DUPLEX RELEPTAGLEKGEL GFI GFIOUILEI 220V OUTLET 120V DUPLEX GONVENIENGE REGEPTAGLE,1/2 HOT 120V DUPLEX GEIL.ING MOUNTED (J)-- SHITGHES It 3 -HA'( 5HIIGH 1lih 4 -HAY SHITGH ILI ELEGTRIGAL PANEL ELEGTRIG METER J GAS METER N r INTERCOM SPRINKLER PANEL NOME RUN GE11MOUNTED FAN 4 OR-1NG 5 BLADE 5WN GW GONTROLI ED ® RECESSED FRACTIONAL NP EXHAUST FAN RECESSED COMBINATION OF LIGHT/EXHAU51 TAN SHITGH GONTROI_LED �j- COMBO SMOKE /CARBON MoNOXIDF DErEGIOR � SMOKE DETECTOR -�- REGEGSED CAN � CARBON MONOXIDE CJETEGrOR —�— HANGING FIXTURE —�— CEILING FIXTURE c2) SPEAKER (� DIRECTIONAL EYEBALL GAN 24" FLUORE56ENT FIXTURE UNDER UPPER GABINEr O Q o Q INGANDESGENT DAR LIGH r FIXTURE 48° FLUORESGENT LIGHT FIXTURE �— 24" FLUORESGEN r LIGI-I r FIXTURE FLOOD L&ir 5URFA6E MOUNTED INLAND. HALL LIGHT FIXTURE HALL SGONGE JUNCTION BOX cj O DOOR GHIME DOOR GHIME PUSH BUTTON Cf) C� rel (� PUSH BUTTON U O 1I-IERM05[AT —i ILLUMINATED ADDRE55 0 +84 ABOVE r.O.G. w a • s COMP FILE COMMUNITY lot. blk ISSUED N3.13 REVISED q.13.13 • s ct Q� Q� � d— • UPPER FLOOR ELECTRICAL PLAN • DWN BY: R.R. • CHECKED BY: D.D. • SHEET NUMBER • A5.1 OF • —�— HANGING FIXTURE —�— CEILING FIXTURE c2) SPEAKER (� DIRECTIONAL EYEBALL GAN 24" FLUORE56ENT FIXTURE UNDER UPPER GABINEr O Q o Q INGANDESGENT DAR LIGH r FIXTURE 48° FLUORESGENT LIGHT FIXTURE �— 24" FLUORESGEN r LIGI-I r FIXTURE FLOOD L&ir 5URFA6E MOUNTED INLAND. HALL LIGHT FIXTURE HALL SGONGE JUNCTION BOX cj O DOOR GHIME DOOR GHIME PUSH BUTTON Cf) C� rel (� PUSH BUTTON U O 1I-IERM05[AT —i ILLUMINATED ADDRE55 0 +84 ABOVE r.O.G. w a • s COMP FILE COMMUNITY lot. blk ISSUED N3.13 REVISED q.13.13 • s ct Q� Q� � d— • UPPER FLOOR ELECTRICAL PLAN • DWN BY: R.R. • CHECKED BY: D.D. • SHEET NUMBER • A5.1 OF • • UPPER FLOOR ELECTRICAL PLAN • DWN BY: R.R. • CHECKED BY: D.D. • SHEET NUMBER • A5.1 OF • DR f i(}IZTON HOMES MODEL: 1.667 J - UARAC E LEF"1' Ut. iiGR'1'CaN HOMESIVIQL7EL: 1667 GARAGE LE F7 , , SUBDIVISION: THE RESERVE A7' HIDDEN LADE SEPTEMBER 2013 SUBDIVISION: THE RE A`l' HIDDEN LAKE UR HOR1'ON HOMES MODEL: 1667 GARAGE LEFT LOT— BLOCK: SEPTEMBER 2013 PG cif ._ LOT BLOCK: PG_ of _ SUBDIVISION: THE RESERVE AT IIIDDE;N LAKE; SEPTEMBER 2013 KITCHEN 36" UPPERS LOT— BLOCK: P01 _ Or KITCHEN 42" UPPERS BATHS 24" 1 — 36" HIGH FLUSH ISLAND IyUF 1 BAR TOP w/16" OVERHANG 1"'36" UPPERS* r�r i ' HIGH FLUSH ISLAND l [J b'— a 'J ` BAR TOP w/16" OVERHANG -- -- lloo —t `ytvle: � t,7 � **42" UPPERS** r , m I. , > 11 PARTS: � � t� CiI y V 'L3, � �41;L C3U'"' m Vst-j a�34ll,13tJ'I 1 3 - UF3V OF 1 3, m , - c� —� c,UF3P�' 7 vi C00 : PARTS: OWNER'S B H W UF6 D r. 1 - DWR ._ ..._... 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'ub ';iW ;uid ad'utnuvnt k, 1il o Y given ury uhlncl to vurilir:Liou un cnutlilions nut ho released or co pied unless 1 J J D s£ 1 his r; un utiginal desi,;u and utusl. ,< : Priutud: 9, 1972013 l couiorts, >. jub uhu and udjustutunl W liL job s r aplalicablc Ice h;ts been paid or job nut be rcica;cd or capicd uulcs; condition:,. 1'Lit nt :ur oriiu.il dcoi u;uid ruun. order placed. applicable tee ties bcon paid Cn job not be tcicascd or cr.:picd unless a h � I ti . - Order phi ccd applicable lso has been paid orjob 67 31lI order placed. 166Kl1,b l(UJ 18-l:i) Ploar Nlw, llru,airn„ d: I� :Sc, le : 0 1,2" I' 1667 13A ['I IS -OP -1 S (il. O9 -Iii -I:; �._ - _ ( ) I VI<>cn• I•'lurt �I 1)ra,��ing I ¢;cake : 0 I:'^" I' O C� w N C A ■ — T LAYOUTS 5 ALE: N.T.5. 11� • CABINET LAYOU75 DWN BY: f •�. • • CHECKED BY: D,p, • • SHEET NUMBER • CB_1 • OF M c! rn _ I o 1n N to Q �n rn rri -a: �5 "CJ W q C,1 :J V Ixp • s • CABINET LAYOU75 DWN BY: f •�. • • CHECKED BY: D,p, • • SHEET NUMBER • CB_1 • OF M c! rn _ I o 1n N to Q 0 - W Vi rri -a: "CJ W q C,1 :J V �o r I � m at m av'i • CABINET LAYOU75 DWN BY: f •�. • • CHECKED BY: D,p, • • SHEET NUMBER • CB_1 • OF Ct l_ "CJ Cf-) s � • CABINET LAYOU75 DWN BY: f •�. • • CHECKED BY: D,p, • • SHEET NUMBER • CB_1 • OF O + + O + R + + U 2"X6" + t FACIA + +{ U ``•'.;tea, +' i'+ O OUT LOOKERS @ 24" O.C. -- ARROW INDICATES LONG DIR. OF PLYWD. a SCAL Es N.T.S. �-T 0 = 8d ringshank Q 6" O.C. ON EACH SHEET OF SHEATHING NAILING SGNEDo/HIR SCAN -Es KTA } r+ + + } GABLE END TRUSS -==qv (WEBS REMOVED bra blockin , face nail } + t 1 1 � FOR ' as \ l&d common + + + + + CLARITY) i� 0 X = 8d RING SHANK ++ ++ O.C. ON EACH SHEET OF PLYWOOD Doubled to later, face 0 = 8d RING SHANK @ 6" Yellow Fine O.C. ON EACH SHEET OF PLYWOOD 3 ❑ = 8d RING SHANK C�7 8" r4 O.C. ON EACH SHEET OF PLYWOOD ro" spaced w 1(0" O,C. %+++++++ -+ i + t NAILING 6CNEDv/GABLE SCAL Es N.T.S. �-T 0 = 8d ringshank Q 6" O.C. ON EACH SHEET OF SHEATHING NAILING SGNEDo/HIR SCAN -Es KTA } r+ + + } Led er 5tri lid common 3 at each joist Sole late to ,joist or 16d common 1�" O.C. blockin , face nail } + t 1 1 � t }++ + f+++%+++ l&d common + + + + + and nailed i� 0 ++; +++ ad common ++ ++ ++++,+"+ + loci common + ++}++ Doubled to later, face lod common l�" alone each + ++ + Yellow Fine ++++ + Gontinuous header to 8d common 3 + Pine #2 studs 2"x + ++ r4 ad common + each bea r in , face nail ro" spaced w 1(0" O,C. %+++++++ -+ i + t ad common ++,+++++, each bea r in , face nail 21 Dwellin floors - zl-0 FSF I" I d + + r l6d common + + + + + Build -u riders and 20d common +++++ } + + }+++++++ LINT= + } r + + + ++++ *+ 4F_IPE Q + + + + ++ } ++++ at each +++ + }+ s lice + +++ + } + 11 a 1-1/2° 4"O.C. at ed es + ++++ + +++++ ++ + a" O.C, at other bearin + ++ + + ++ 4 "O.C. at ed es +++++ + + + ++} + + fr+ + + + + + + + + + + + + + + r +++ r t r +i+ + +++++ i } + i+++ +r ++ ++ + i++ f+!++++++h + t +}« ++ on wa I Is + i r +++ r D 1-1/2" dr wall nail h + + + r i + ^ ++.} i r + + + i i r } r + } + + SCHEDULE- 145 mbh ZONE (M,4x) + + +++ } + } } + + ad RING -i SHANK 3 O/c +++ +}++++++++i+ + + w GAE3LE END WALL OR OR BUILDING ENG ZONE ad RING 5HAN< Q 6" O/c + + + } i+f+ ad RINr SHANK a all O/c INTERMEDIATE '�_)I-IEATI-TING NAIL PATTERN NOT TO SCALE TYPICAL NUS INSTALLATION TYPICAL META / HETA INSTALLATION °x BUILT-UP COLUMN 0 LL EVERY NAIL OLE W/16d AILS ,6" OX8" "J" BOLT OR V'0 WEDGE ANCHOR MIN, 5" EMBEDMENT 5IMP50N MMTsI,5 UJ/ (4) 1/4" x 1 1/2" TAP- CONs INTO TIE 5EA RETROFIT -MTS ANCHOR TYPICAL HTS INSTALLATION �- GIRDER TRUSS Har I ar -�ILL EVERY NAIL TYP. HOLE W/16d NAILS f- 2X TOP PLATE 3/4"0 THRU--`, BOLT FILL EVER`( NAIL HOLE W/16d NAILS 2 X B.U.0 SIMPSO PITT TYP, TYPICAL NTT TO 15UILT-LIP COL" DETAIL REQUIRED 8AFEtY GLAZING IN HAZARDOUS 2406.3 HAZARDOUS LOCATIONS LOCATIONS 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, SAUNAS, 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 THE 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. 4a 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) Structura I Notee CONT. *�? B/ f� 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 PFIST NATLING NOT TO SCALE 1J CODES: 1.1 The Florida Building Coote (2010 Edition). 1.2 5uildince, code requirements for reinforced concrete (ACI 313.0ro) _) TOP OF BOND BEAM STEP MASONRY WALL STEP NOT TO SCALE NAf�fNG SCHEDULE Led er 5tri lid common 3 at each joist Sole late to ,joist or 16d common 1�" O.C. blockin , face nail CQ 0 co Cr7 � 1 1 � 0.to0 To of sole late to Stud, l&d common 2 and nailed i� 0 Stud to sole late, toe nai( ad common 4 Doubled studs, face nail loci common 24" O.C. Doubled to later, face lod common l�" alone each nail Yellow Fine ed e Gontinuous header to 8d common 3 Stud, toe nail Pine #2 studs 2"x �" spaced � 12" O,C. �' 1X8 Shea thin or less to ad common 2 each bea r in , face nail ro" spaced w 1(0" O,C. 2.) Over iXa sheathin to ad common 3 each bea r in , face nail 21 Dwellin floors - zl-0 FSF I" I d f3uild-u corner studs l6d common 24" O.G. Build -u riders and 20d common 32" O.C. at to beams u to three members and bottom and sta Bred 2 ends at each vl s lice 1/2" Cz sum Sheathin 11 a 1-1/2° 4"O.C. at ed es �1/l6" head a" O.C, at other bearin 5/8" r Drum Shea thin 11 a 1-3/4" 4 "O.C. at ed es 1/16" head 5 o.c. a t other bea r in C� sum Wallboard 1/2" 1-3/0" dr wall nail -1"O.G. on ceilin s on wa I Is 0 D 1-1/2" dr wall nail "O.C. on ceilin s a"O,G. on wa I Is Hardboard 1_ap Sidfnc� 8d corrosion resistant lro" O.C. at to Direct to Stu s with minimum shank and bottom ed es SHEET NUMBER dia, of 0.0990 inch and minimum head did, of 0.240 inch Hardboard 1_a Siding, 10d corrosion resistant 16" O.G. at to over srleat Ing with minimum shank and bottom eci es dia. of 0.0990 inch and minimum head dia. of 0.24.0 inch Hardboard Panel Sidin , rod corrosion resistant ro" O.G. at ed es Direct to to s with minimum shank 12" O.G. at dia, of 0.0920 inch Intermediate and minimum head su orts dia, of 0.225 inch Hardboard Fanel sidine, Over to �s ad corrosion resistant with minimum shank ro" O.C. at ed es 12" O.C. at dia. of 0.0920 inch Intermediate and minimum head su orts dia. of 0.225 inch 1.3 American Society of Civil Engineers minimum design loads for buildings and other 6.) WOOD: CQ 0 co Cr7 � 1 1 � 0.to0 i� 0 structures (ASCE 1.10), �co�QD to to OD 00 1.4 Specification for the design, Fabrication and erection of structural steel for 6,1 Wood framing structural members: Southern Yellow Pine Neaolers/beams/Posts± Southern #I NOTE IT IS THE CONTRACTORS RESPONSIBIUTY TO REVIEW AIL DRAWINGS BEFORE CONSTRUCTION BEGINS. THE ENGINEER OF RECORD IS RESPONSIBLE FOR THE STRl1CTT1 & buildings (RISC nth edition). Yellow Fine SWOP DRAWINGS, CONiRACTORS' BIIADING MEiHIODS, AND THESE SIGNEDi AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO 1.5 "Design Specification for i i ght metal plate connected wood trusses b the Truss y Searing Wall Wood Stud Framing± Southern Yellow Pine #2 studs 2"x �" spaced � 12" O,C. �' To the best_ of the engineer', knowledge, tite pians and specifir.lrion9 comply with the Plate Institute (TPi) i985 Edition, Southern fellow Pine �2 studs 2"x ro" spaced w 1(0" O,C. 2.) DESIGN CRITERIA: Southern Yellow Fine 'i studs 2"x 4" spaced 1�" O.C. 21 Dwellin floors - zl-0 FSF I" I d UNLE55 NOTED OTHERWISE ON PLANS Ive oa 2.2 5alconies -(00 FSF live load or adjacent living space live load. rro,2 Design, fabricate and erect wood trusses in accordance with the "design specification for 2.3 Walkways - 80 FSP Live load. light metal plate connected wood tru,5ses" by the truss plate institute, TPI 1, 20071 ed. and 2.4 roof over living areas - 30 FSF live load. 1-1 F'SF (71 F'SP T/C 4 10 F�SF 5/C) dead 5051, 2008 ed. (if applicable). load for 5hincjle roofs: 25 F5F(15 F5F T/C lO F5F 5/C> be 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 MFS{ and has been interpolated as allowed by note 2 in Figures R301.2(4) 0.4 Roof sheathing: 1/2" G.D. grade plywood (or 15/32" 055), when using fiberglass/asphalt and 1(00gA in the FEC - Residential and F5C. Interpolation has been conducted using. shingles over felt. 5/8" C.D. c�j-rade plywood (1 /32" 055), when using concrete / ceramic the roofing the property location and the Applied Technology Council Win65pee6 Website. 0.5 Untreated wood shall not be in direct contact with concrete. SEAT plates shall be provided 2.ro Note all structural members in the residence will be des i gneol using Allowable Stress at bearing loca t i ons without wooden top Plates. Design methods. -iJ GANG- LAM LVL: 2,71 Net uplift dead loads 10 1 5F Shingle 15 F5F tile. -1.1 Gang -Lam. stress grades shall provide the followin minimum properties. 3.) SOIL: p E = 2,000,000 FS 3.1 The foundation system for the attached project is designed for a minimum soil P = 3,100 051 bearing pressure of 2000 psi. The soil bearing pressure is in compliance with Ft 2,300 PSI Table 1401,4,1 (1`5C -R) for Sand, Silty Sand, Clayey Sand, Silty Gravel and Clayey Fcl 1020 PSi (perpendicular) Gravel (&W,5F,5M,SC,GM and GC) Fcll 3,130 051 (para I lel) 3.2 It is the Contractors responsibility to have a geotechnical investigation conducted to Fv - 29O F51 verify that the on-site soil conditions fulfill the soil desi n characteristics listed here. g Contact engineer if other types of LVL beams are to be used. Contractor to submit geotechnical engineering report to Engineer of record for review_ 4.) CONCRETE: 8.) STEEL: 8,1 installation of all steel to be performed by a qualified, licensed steel erector. 4.1 Concrete compressive strength at 28 days: 3000 psi (norma( weight). 8.2 Fabricate and erect all structural Steel in accordance with RISC "5 ecificati 4.2 Reinforcing bars: ASTM 4e)15 (C:;rade 60)_ p ons for the design, fabrication, and erection of structural steel for buildings. 4.3 Welded wire fabric (WWF): ASTM .4185. 8,3 Structural steel to be ASTM A3,ro unless noted otherwise. 4.4 Detail reinforcement in accordance with ACI 315. 3.4 Steel Wide Flange to be ASTM A5S2 unless noted otherwise. 4.5 Concrete coverage of reinforcement: Footings 3: bottom and sides. 3,4 Steel tubing shall be ASTM ,4500, grade 5, 4.6 Earth supported slabs: (including exterior walk and drive slabs) 4 thick, reinforced 8.5 Welded connections: E-1O><X electrodes, minimum size fillet welds 3/iro", AW& certified welders. with &xro wl.4x w1,4 W.W.F. at mid depth of slab. fiberme5h may be used in lieu of WWp 3.ro 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 by provided b the 4,8 Lap splice shall be as follows: Ile bar 3(o% *15 bar 30", �4 bar 24", �3 bar 13 . Contractor until required connections or elements are in place. p y 4,9 SO dpc� rep hooked bars shall have a 10" leg and be bent with a radius of 2" 9J TR'U55E5: 5.) MA5Oi�RY: 5.1 Design and construction shall conform to the specification of the National concrete masonry 9"1 ALL CONNECTORS 5FECiFIED AS PER 51MFSON CATALOG C-2011. CONTACT Association and ACI 530. Contractor is solely responsible for all temporary bracing and shoring THE 5TRUCTURES GROUP', INC,, FOR ALL CONNECTOR 5U55TITUTIONS. required during construction. 9.2 FRE-ENC-;1NEEr'ED WOOD TRUSSES TO 5E SPACED � 24" O.,C. T-i-FICAL 5.2 Minimum masonry unit strength: (Pm) 1900 Fel UNLESS NOTED OTHERWISE ON TRUSS ENGINEERING PACKAGE, 5.3 Mortar shall be type 5 or M. 9.3 IF THE TRU55 INFORMATION FROVIDED iN THESE CONSTRUCTION DOCUMENTS 5,4 All 5lock cells and cavities below grade shall be filled with concrete. 15 REVISED 5Y ANY OTHER FARTY (TRUSS MANUFACTURER, CONTRACTOR, OTHER 5,5 Fill cells w/(1) 115 bar shall be located FER FLAN ( 4'-0" O/C TYF) at each corner and each side of DESIGN FROFE5SIONAL), IT iS THE CLIENTS RESFONS151LITY TO 5U5MIT CHANGES TO openings greater than or equal to (o' -O". fill cells w/(2) �5 vert. shall be located at each THE STRUCTURES C -;ROUP', INC. FOR REVIEW. THE CLIENT iS RESF)ON515LE FOi� ANY side of o spin s IO'=0" and neater, at all irder bearin s includin hi -set irder5, CONSTRUCTION COSTS RESULTING PROM TRUSS FACKAGE REVISIONS DEVELOF:ED 5Y OTHE 41 WW M rtq V CQ 0 co Cr7 � 1 1 � 0.to0 i� 0 CQa ® 44 V �co�QD to to OD 00 P4 d, P4 � � P C RESE DRAWN APE RE PFAF MY OF NIOK It 1111tAWCA PE ANY aR UMW ORIEn USE IS PRarll M NOTE IT IS THE CONTRACTORS RESPONSIBIUTY TO REVIEW AIL DRAWINGS BEFORE CONSTRUCTION BEGINS. THE ENGINEER OF RECORD IS RESPONSIBLE FOR THE STRl1CTT1 & INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SWOP DRAWINGS, CONiRACTORS' BIIADING MEiHIODS, AND THESE SIGNEDi AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CONIRACIOR TO VERIFY ALL DIRMIM PRIOR 1D START OF ANY 7W MUMURIS CROUP IS NOT PEMPCNSIBLE FOR ANY DONDISOM 7HE SiRUCNRES GROUP IS PESPONSBLE FOR PROP(M) CNANOES TO ORIGI fAL. SIRUCTLIiIE S * MN1 ON WX PAWS ONLY. THE MUCUMS GROUP IS NOT RESPONSIBLE FOR 1XISM STRUCTURAL. OOMPONU To the best_ of the engineer', knowledge, tite pians and specifir.lrion9 comply with the nlinilutmt requirements, of The Florida &uildirtg Code - Residential. (20W 9d1tlon) Plans and spealfloatkm 4 with the Plorrdn WkhV code - PSAVIiiWL , section P30 (20W fkftkm) Plans and spooiflcatlorNN with the Florida Imildkg cods, season *05 Tor I" qah wind v-nw (2010 Ion) Two draw b valid for 12 to after #0 date Kis stg►�sd l s lid or until the of Otw*Pedition of ttw Florida &AIdMg Code rs ?hs drawkv Is *lginod and sealed t®r 0" structural pOrtlaM of ti w aom Ardaw ony�. ural, electrreall, or medmnreal =T1s, IP slxmm are for visual r mwice only and aro not covered ruder REV. DATE & COMMENTS BY vl IU W 0 0 Z J Z 0D I� 0 D vJ JOB NUMBER: 2012 DATE: JUNE 1, 2013 DRAWN BY: SCALE: SHEET NUMBER S1 SIGN & SEAL O(AI' 3 0 20113 _ H Altarmts Insulation Boston O Icgrmm open called uprayed foam k»ulatlon 0 system with equlvalartt ktsulatlon rat of 0 �) R-30 is approved P— use in the root flrammg 12 0 1_ loin. Insulation optom to be kwtalled WOOD WALL ATTACHMENT r w • f% PRE-ENGINEERED WOOD TRUSSES @ 2 ;•" 0/C ATTACH WINDOW FLANGE FRAME TO BUCKS WITH MIN 8x2Y"" WOOD I pq Certified Icyrar>M irisulatton irlslalioi•. kistal sr (TYP) SEE EL.Ev, "5 REBAR, GRADE 60 SCREW c� 8" O.C. OR AS REQUIRED BY WINDOW MANUFACTURER TO MASONRY w�LALL OR WOOD i Lp ti 0 to provide Contractor with kaulatlon UPLIFT CONNECTOR (SEE SCHEDULE) (SEE PLAN FOR oD Certificate at time of installatlon, NUMBER AND — MEET REQUIRED WIND PRESSURES. DOUBLE 2"x4 TOP PLATE LOCATIONS) A PRE-ENGINEERED WD TRUSS 024" O.C. U.N.O. TOP SPLICE 00 12 PEEL AND STICK ROOFING UNDERLAYMENT (TILE) \ OUBLE 10d GMU MASONRY UNITS COMPLY WITH 4' MAX t� 15 LB ROOFING FELT (SHINGLES) 2� - ASTM C90, GRADE N W/ F'm - 1900 - rrPicAL b (TYP) VARIES PSI. TYPE 'S' MORTAR. GROUT \_ R-30 MIN. INSULATION N r CRICKET AS REQUIRED ALL CELLS SOLID. - HURRICANE ANCHOR ® EACH TRUSS (SEE UPLIFT SCHEDULE) SHINGLES OR CONCRETE TiLE (INSTALL AS PER MANUFACTURER) 1 Od 8" O/C \ o �, o8S$0g1 o°ssg gg� SH1MGL.E ROOF SYSTEM TILE ROOF SYSTEM 3 0m, 1100 ANT rkaldwpe Oft rtMI RAVONt 000 "AT1411ft SIMPSON SP4 @ EA. STUD GROUT =3,000 P51, SLUMP RANGE 8' - 80 {q° 0 38 $ 6HkATI a*4 rMlWav To M467 to Tinos" Wrm ad � \ W. ROD OR VIBRATE GROUT > � g00 ggo0 \ ° S°ou S $ &ogggggg ° $00 OPENING ® IPL* �A WIT14 ad C WMA a V= ADEQUATELY TO ENSURE AcRAILS, 0 e 4 a' 0 � •' on i`>9GIEA �' CONSOLIDATION OF GROUT (NO AIR gg •U oAe�ro�s°oACM�1� oA:M� NOTE: BOTTOM SPLICE — � POCKETS). GROUT SHALL COMPLY 8 PLATE LENGTHS MUST BE OVER STUD g g g888 �' °� �� WITH ASTM C416 -a3 AND BE EITNE u8°u� 3g3 �Sgg ° °0 $ ,� � � � � � DRIP � FINE GROUT. gigc`loa° $$o°o0 0 �' V N M^ CID � 0 °o goo0000°o°ogs°oggSoo u........00 00000 FASCIA BOARD � °°° - - AT LEAST 8'-0" LONG. TYPICAL 5000u 000 0000U 0 v 0 GO 1/2" CD (CEILING 8ugu gss° X88° °WGO TOP PLATE SPL ICE uu u g ° ggo�00uu PREFORMED PONDERS STEEL 000°00 g$ DENSITY BOARD) - - - g8S g gggg gg�G$°g LINTEL SHALL BE — W/ 1 3/8" DRYWALLP-1 F1 = = = °°° °°°° SCALE: N.T.S. *5 REBAR, GRADE 60 SHE GALVANIZED COIL STEEL A5 NAILS OR DRYWALL 8"X8"X16" KNOCK -OUT BLOCK l6EE PLAN FOR s � sg SCREWS 7" O/C W/ 1#5 CONT. FILLED SIMPSON SP4 @ EA. STUD _ gg' MANUFACTURED BY PONDERS , J1 NUMBER AND �g gg gS STEEL AND WIRE PRODUCTS, E— A .� E- � CLG.& 8" 0/C WALLS - W/ 2500 P.S.I. CONCRETE SEE UPLIFT SCHEDULE 2"x P.T. PLATE MAIN SPAN ROOF TRUSS LOCATIONS) ` O $$ INC. STEEL GRADE SHALL BE MASONRY WALL ATTACHMENT 1X P.T. NAILER _ FOR UPLIFT CONNECTIONS A5TM A510 GRADE C (Fy = 2X PT BUCKS ATTACHED TO MASONRY W/ t 0x2j" MIN $" C.M.U. TYPICAL 1 �2" WEDGE TYPE �_ K EMBED TAPCON MASONRY SCREWS AT 8" O.C. MAX AND C > 1HEPearExrYp`IwKat RL `) OANY 11119 UCO011 GR UiAUAl01i7ED 115E IS PRQ09Rm SNORE LINT�SS REQUIREC7 AT 4" FROM CORNERS. SET BUCKS IN CON MUCUS STD. 90' HOOK = ANCHOR BOLT Q 24" O.C. TO COMPENSATE FOR DEAD SEALANT BED NOTE IT IS THE CONTRACTORS RESPONRBIIITY TO {VIEW SEE DETAIL THIS SHEET TYPE "S" MORTAR W/4" MIN. EMBEDMENT LOAD DEFLECTION OF NOTE; 1"x P.T. WINDOW/DOOR BUCKS MAY BE USED IN LIEU OF Al DRAWINGS BEFORE CONSTRICTION BEGINS. THE R4.2 MIN. INSULATION - STUD OPTIONS: NON -CURED MASONRY GROUT. THIS SPEC WITH FLORIDA PRODUCE APPROVED DOCUMEN fAHON. ENGINEER OF RECORD IS RESPONSIBLE FOR THE SWC #2 SYP. DOUBLE TOP PLATE 2"x 4" SYP 2 SPACED @ 12" O.C. SHORING TO REMAIN IN PLACE WINDOW/ DOOR BUCK AND FASTENER SPECIFICATIONS SHOWN ON INTEGRITY OF THIS PROJECT ONLY ANY DISCREPANCY ON EXT. BLOCK WALLS # A MINIMUM OF 14 DAYS TO FLORIDA PRODUCE APPROVAL DOCUMENTS OVERIDE THE BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' DECORATIVE COATING 2"x 6" SYP #2 SPACED ®16" O.C. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. _ ALLOW FOR CONCRETE GROUT SPECIFICATIONS SHOWN HERE. 5t{Op DRAWINGS, CONiRAOTORS' BUILDING GFm09S, AND THIM SIGNED AM WU:D 1X WD FURRING SIMPSON SP4 CONNECTOR 2"x 4" SYP #1 SPACED @ 16" O.C. AND FILLED W/ 2500 PSI CONCRETE _ CURING. DRAWINGS Mme. � ��T ®24" O.C. 1 5 VERT. IN CONC. FILLED CELL 1 2" GYPSUM _ _ R-11 INSULATION - POWE:RBOX LINTEL BEAM DETAIL 1 WINDOW / DOOR 5UCK ATTACNMENT5 la TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO W STD. 90' HOOK IN K.O. BLOCK THE COMMENCEMENT OF CONSTRUCTION. WALLBOARD U.N.O. - (1) #5 VERT. REBAR IN FiLLED 1/2" CDX PLYWOOD OR 7/16" r SCALE: N.T.S. CELLS. SEE FOUNDATION PLAN O.S.B. SHEATHING REQ'D. FOR KNEE WALL ABOVE MASONRY WALL DETAIL STRUCTURES ST�DMMM Pr" TO START OF � T � FOR LOCATION. ALL EXTERIOR OR SHEAR WALLS SCALE: N.T.S. ANY pompe, AS INDICATED ON THE PLAN. THE SIRU1.'IUM GRO11P IS RESi'OI E FOR PROPOSED CHANGES _ 8 C.M. A w/ DURO-WALL ATTACH SHEATHING W/ 8d TO OR OINAI. SiRUCIUNE S1 W ON TFESE PAGES HORIZONTAL . CC REINFORCEMENT RINGDSHANK NAILS @ 3" O.C. @ ONLY, INE siR1 OURES GROUP IS NOT FASPONSIBLE 1X P.T. BASE NAILER - AT EVERT` 3rd. COURSE CONT. BOUNDARIES, 4" O.C. 0 EDGES, C CONC. SILL � �M AL �' 'Po the best of the encineer's knowledge, the 4T E INSPECTION PORT AND @ 6" O.C. Cu? FIELD ---`�� 1 ROW 2x BLOCKING FOR PC, ,11 un requirements of 'rhe Florida Building BASEBOARD — 6X6 W1.4XW1.4 WWF mini AT EACH FILLED CELL TYPICAL () OR FIBER WINDOW M U Mans atul specificaCions compiy with the WALL HGT. T. > (2) ROWS 2x BLOCKING node - 1tesidenti i. (2VW 11dltioN FOR WALL HGT. > 8'-6". C.M.U. -°..............................................° w LOAD BEARING OR G-°...�... GF.ADE FlArm and specitlaatiaris coWIV with ttr laloriga MIN. 2500 PSI - 0 FEh?MFFE Pi?0TEGTIOi1 MUST GONiFL'f WI"f I SEG. lOri.3.4, EXTERIOR WALL SINGLE 2"x P.T. STUD fi r / D D r (29WIng code edition) - PROVENTl , o berm F GONG SLAB - ii 1403.U, 1503.6, 016, 2303.1.5.3.1, 2303.1.8 AND 2504.11 ({=BG 2010) d �� /�/ cv 6X6 W1.4XW1.4 WWF _N V)N ¢ HEADER BLOCK U.N.O. VERT. IN FILLED CELL\� \ \ /\ ;� f•Isris and spea*actilanns 05 for etch frit mindzFlorida \ bwkling oodr, *action riO9 far t"J!I mph ■rnci nprw 1/2" 0 EPDXY ANCHOR ® 24" /2" x 6" "J" BOLT @ 24" 4" 8" —(1) #5 CONT. (Sao �ItioN O.C. W/6" MIN. EMBEDMENT USE O.C. VERT. OR This drawingis valid far 12 wmft after the date "••-----' ------..1`..._..- ----- --- � / ( n is • and seaLd or until the reel.nta of N z SIMPSON SP4 CONNECTOR - SIMPSON SET EPDXY) OR 1/2" x ) SIMPSON S YP. 1 2" X 6" WEDGE ANCHOR MIN. thea Building o #H @ EACH STUD vi GRADE 6" J BOLT @24" O.C. c I 2"x P.T. PLATE T TICAL THICKENED 5LAEj EDC, 10 / / \ SEE ATTACHMENT DETAIL ABOVE. a►+e draw tNs drawing Is sIC#red +Ind *"led for the structural TES:port of s* klg only. �tecf�a1, 6 MIL VAPOR BARRIER / \ \�\ N -� 1.OFILL ALL CELLS WHEN �3 1/2" MIN. 6X6 W1.4XW1.4 WWF SCALE: N.T.S.T eb�trr�e 1, or smoctiNnIcal details, If *h®ee,are for -----�----------------------------- -- - -------°------------- -- -------- p-� vleuml ref only and are riot covered under CLEAN POISONED AND COMP. / / / z w STEM WALL IS BETWEEN _--, p D D �lIIIII eECT I OI `l l3 this ssaL L 24" AND 40" IN HEIGHT '".....,..� ° p D D TRUSSES J .� �/ l�J \/\/\� SOIL. (95% MODIFIED PROCTOR /\/\ N ° SEE UPLIFT SCHEDULE STALE: N.T.S. PER ASTM D1557) / ABovE GRADE. co c - ° _ \ \��' 3 1/2" Mw. D \��\��\�� REV. DATE &COMMENTS BY STD. 90° HOOK 3 1/2 'MIN ` D SEE PLAN 3 Mw. cLR. (SEE DETAIL) 2. FOR STEM WALLS TEC / \\�j/ TOP PRECAST LINTEL (W/(1) SEE PLAN HIGH- CONSULT ENGINEER \ /\\/\\/ \j \/�\�j�\��\��\ �� /\ a^xa°x16" CONC. #5 CONT. FOR OPENINGS ouRSE SEE PLAN 4" SEE PLAN 8" �` //� //\//. ��/ // /� K.O. BLOCK uJ/ GREATER THAN 6'-0", SEE • POURED CONC. 4 PLANS FOR ADDITIONAL MIN. 1X6 PT I-*� REINF, CONT. REQUIRED REINFORCEMENT. TY ICA STEMWALL WALL SECTION 1 U.N.O. I=i�AME WALL TO C.M.U. - CONTRACTOR 'TO PROVIDE SOIL TREATMENT SCALE: N.T.S. 7-t'j�,1C4L ��'IN� WALL ,� ��.E)'' 4 PRELINTCA 5r/ CONG. WINDOW BUCK WALL CONNECTION SCALE: N'T•v REINFORCING DOCUMENTATION TO INSPECTOR FOR REVIEW. SCALE: N.T.S. r ALUMINUM WINDOW rEMPERED(SEE FLOOR PLAN) DOOR TRACK (2) 2"x 12" WOOD HEADER W/ 1/2" PLYWOOD GLAss Ix P.T. BASE NAILER- _ NOTE: (1) ROW 2x BLOCKING FOR FLITCH PLATE UNLESS NOTED OTHERWISE ON PLAN - --- 4"x4" INSPECTION PORT AT(2) SIMPSON MS•1-A24@ EACH END EACH FILLED CELL TYPICAL SEE SECTION C/S2 WALL HGT. .8'-6". (2) ROWS 2x BLOCKING \ UNLESS NOTED OTHERWISE ON PLAN 4" CONCRETE SLAB I -U/ FOR ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6". 6"X 6' WI.4WI.4 WWF 2 -ROWS 16d NAILS STAGGERED © SET TRACK IN CAULK ®EA. WINDOW 16" 0/C EACH FACE OR :5 -ROWS A FULL BED BASEBOARD SIMPSON SP4 CONNECTOR 1 2"0 WEDGE TYPE 16d NAILS STAGGERED @ 16' 0 C of CAULK / / PRECAST CONC. SILL WF STD. 90° HOOK 6x6 W1.4xW1.4 W ANCHOR BOLT @ 24" O.C. FOR 2"x10" OR GREATER HEADER N (SEE DETAIL) W/4" MIN. EMBEDMENT P ° z6X6 W1.4XW1.4 WWF 16d NAILS 0-\-- - --------- r ----= — - 2"x PLATE N — /° �"" 00 - z z 16" 0/C TYP. SEE FLOOR PLAN FOR _........ - - _.... HEADER SIZE • ° . ............... S�• -f — _ ° CLEAN, POISON AND COMPACT SOIL 6 MIL VAPOR � (COMPACTED O 95% M ODIFIED/\/ T'F. SECTION T�u iNDOW 14BARRIERPROCTOR ASTM D1557)J> �/ 2"x4" \� CRIPPLE /� SCA STUD (1) 2"x4" TRIMMER \\��\ IVA SE=E PLAN LE: N.T.S. NOTE: TYPICAL SEE STUD (TYP.) //. #5 CONT. /� \ i NOTE: INSET TRACK el L 3 MIN. CLR. ////j'/�/ HILTI 1/2"0 KWIK BOLT II FLOORPLAN #5 REBAR CONT. SEE PLAN SO L.N(COMPACiDEDATO 90% MODIFIED 8" SEE PLAN 8" used IN LEU OFANCHOR FOR COLUMN FROM OUTSIDE FACE ON 3" CHAIRS TYP. BOLTS• SIZE 11 S CJ D S E r I N of BLOCK PROCTOR ASTM D1557) CH POST EXTEND FILLED CELL SEE PLAN CONTRACTOR TO PROVIDE SOIL TREATMENT T�J'PIC,4L INTERIOiz �EARINr uJALL rJ UNLESS SP NOTEDTOTH©RWA E ON PLAN NOT TO SCALE REINFORCEMENT TO PAD MAL REINFORCING DOCUMENTATION TO INSPECTOR FOR VIEW. SCALE: N.T.S. LINE OF CONT. STEM P.T. BOT. PLATE ALTERNATE MONO-FOOTINC-� � op000 /' WALL FOOTING " SCALE, N.T.S. FNc /1/2" MIN. PLYWOOD SHEATHING NAILED / W/ 3d RINGSHANK NAILS @ 3" 0/C BOUNDARIES, i/ 4" 0/C EDGES, AND 6" 0/C FIELD. STUD OPTIONS; NOTCH LINTEL WHERE REQUIRED UPLIFT CONNECTIONS REQUIRED 1/2" MIN. PLYWOOD SHEATHING NAILED 2"x 4" SYP /p2 SPACED @ 12" O.C. CUNT. FOOLING W/ 8d RINSHANK NAILS @ 3" 0/C BOUNDARIES, FOR CONCRETE PLACEMENT 1 ROW OF BLOCKING FOR WALL 2"x 6" SYP #2 SPACED @ 16" O.C. STEEL KNOCK -OUT BLOCK W AT LOAD BEARING WALLS ONLY ( ) 4" 0/C EDGES, AND G" 0/C FIELD. rr STUD OPTIONS / (1) #5 <8'-6" (2) ROWS FOR 2"x 4" SYP #1 SPACED @ 16" O.C. SEE SCHEDULE 3 0� (1) ROW OF BLOCKING FOR WALL li 8'-6" (2) ROWS FOR II WALLS > 8'-6" 1/2"0 WEDGE TYPE ANCHOR BOLT @ 24" O.C. W/4" MIN. EMBEDMENT 6X6 W1.4XW1.4 WWF — -, 1-------------------"T "--- d' 6 MIL VAPOR /\ BARRIER 2"x 4" SYP #2 SPACED @ 12" O.C. 2"x 6" SYP #2 SPACED @ 16" O.C. 2"x 4" SYP #1 SPACED @ 16" O.C. WOOD SIDING TO FINISH 6" ABOVE FINISHED GRADE OR DECORATIVE CEMENT OVER WIRE LATH SIMPSON SP4 (9 EA. SD 2X P. . PLATE - z 10 - \� w z . V) n z LOAD BEARINr-�/EXTERIOR WALLS > 8-6" & FND, PLAN WALL HEADER DETAIL 1/2"0 WEDGE TYPE WOOD SIDING TO FINISH 6" FOR FOOTING DEPTH MIN. v� ABOVE FINISHED GRADE OR &. REINFORCEMENT SCALE: N.T.S. ANCHOR BOLT @ 24" O.C. DECORATIVE CEMENT W/5 MIN. EMBEDMENT OVER WIRE LATH T�'PICAL FAD FOOTING DETAIL FOR STEMWALL FOUNDATION 15 JOB NUMBER: 2012 6X6 W1.4XW"1.4 WWF SIMPSON SP4 @ EA. STUD SCALE: N.T.S. DATE: .JUNE 1, 2013 Z � 2X P.T. PLATE BLOCK WALL BEYOND 1 _ - EXPANSION JOINDRAWN BY: VARI' S — q '- N z FILLED CELL W 5 VERTICAL O.H.D. RECESS "' GO E wc `�' GRADE / �� 4/- Q., SCALE: 6 MIL VAPOR BARRIER ��\ �\ / \\/\\/� /\\/� j (4) 1/2"0 x 6" "J" BOLTS @)24" O.C. OR ° D /// \//�//\%//`\�%� C,i -1/2" X 6" WEDGE TYPE ANCHOR SHEET NUMBER CLEAN POISONED AND COMP. // // // w z a /i / NOT 5. /� >�' o SOIL. (95% MODIFIED PROCTOR • CONT. WOOD TRIM S \//�\/\ �\\i .: _ \j�\%�\j� I PER AS��M D1557) 3" MIN. cLR. � 2"x6" P.T. WOOD JAMB \ 1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. D /��//\/�� — NOTES: �" SEE PLAN S E PLAN I MIN. CLR 2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. \��\�\ \� °\, 1. FILL ALL CELLS WHEN _ #5 REBAR CONT. '(� I / ON 3" CHAIR STEM WALL IS BETWEEN 24" AND 40" -� ON 3" CHAIRS TYP. SEE PLAN J SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. /��/ / //i//\��,�\ IN HEIGHT ABOVE GRADE.IT SIGN &SEAL SEE PLAN —� � OPENINGS LESS THAN OR EQUAL TO W-0" IN WIDTH V-�4" 2. FOR STEM WALLS GREATER THAN NOTE: SEE PLAN FOR GARAGE DOOR DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT (2) #5 CONT. 40" HIGH- CONSULT ENGINEER ENGINEERED WINDSPEED DOOR AND CONNECTION PER UNLESS NOTED ON FLOOR PLAN. TYPICAL � ARAr r',_,- GARAGE DOOR MANUFACTURER �P c �xTERloI� �fzAME WALL 3 c DOOM REcE55 g MONOL ITNIG 1=OOTINC, SCAL E: N.T.S. TYFIGAL EXTERiOR FRAME WALL rl2TYFICAL CiARAGE DOORTYPIC�4L 1=1LL�D L.INT�L >g�5�1V1�3L'r' SCAL E: N:r.S. SCALE: N.T.S. STEM WALL FOOTING SCALE: N.T.S. TRACK MOUNTIN(- DETAIL SCALE: N.T.S. ;I 0 a • . , 7 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 FDN. PLAN FOR LOCATION i i LOAD BEARINr-�/EXTERIOR WALLS > 8-6" & FND, PLAN WALL HEADER DETAIL 1/2"0 WEDGE TYPE WOOD SIDING TO FINISH 6" FOR FOOTING DEPTH MIN. v� ABOVE FINISHED GRADE OR &. REINFORCEMENT SCALE: N.T.S. ANCHOR BOLT @ 24" O.C. DECORATIVE CEMENT W/5 MIN. EMBEDMENT OVER WIRE LATH T�'PICAL FAD FOOTING DETAIL FOR STEMWALL FOUNDATION 15 JOB NUMBER: 2012 6X6 W1.4XW"1.4 WWF SIMPSON SP4 @ EA. STUD SCALE: N.T.S. DATE: .JUNE 1, 2013 Z � 2X P.T. PLATE BLOCK WALL BEYOND 1 _ - EXPANSION JOINDRAWN BY: VARI' S — q '- N z FILLED CELL W 5 VERTICAL O.H.D. RECESS "' GO E wc `�' GRADE / �� 4/- Q., SCALE: 6 MIL VAPOR BARRIER ��\ �\ / \\/\\/� /\\/� j (4) 1/2"0 x 6" "J" BOLTS @)24" O.C. OR ° D /// \//�//\%//`\�%� C,i -1/2" X 6" WEDGE TYPE ANCHOR SHEET NUMBER CLEAN POISONED AND COMP. // // // w z a /i / NOT 5. /� >�' o SOIL. (95% MODIFIED PROCTOR • CONT. WOOD TRIM S \//�\/\ �\\i .: _ \j�\%�\j� I PER AS��M D1557) 3" MIN. cLR. � 2"x6" P.T. WOOD JAMB \ 1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. D /��//\/�� — NOTES: �" SEE PLAN S E PLAN I MIN. CLR 2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. \��\�\ \� °\, 1. FILL ALL CELLS WHEN _ #5 REBAR CONT. '(� I / ON 3" CHAIR STEM WALL IS BETWEEN 24" AND 40" -� ON 3" CHAIRS TYP. SEE PLAN J SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. /��/ / //i//\��,�\ IN HEIGHT ABOVE GRADE.IT SIGN &SEAL SEE PLAN —� � OPENINGS LESS THAN OR EQUAL TO W-0" IN WIDTH V-�4" 2. FOR STEM WALLS GREATER THAN NOTE: SEE PLAN FOR GARAGE DOOR DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT (2) #5 CONT. 40" HIGH- CONSULT ENGINEER ENGINEERED WINDSPEED DOOR AND CONNECTION PER UNLESS NOTED ON FLOOR PLAN. TYPICAL � ARAr r',_,- GARAGE DOOR MANUFACTURER �P c �xTERloI� �fzAME WALL 3 c DOOM REcE55 g MONOL ITNIG 1=OOTINC, SCAL E: N.T.S. TYFIGAL EXTERiOR FRAME WALL rl2TYFICAL CiARAGE DOORTYPIC�4L 1=1LL�D L.INT�L >g�5�1V1�3L'r' SCAL E: N:r.S. SCALE: N.T.S. STEM WALL FOOTING SCALE: N.T.S. TRACK MOUNTIN(- DETAIL SCALE: N.T.S. ;I 0 # GABLE TRUSS a.. a� 2"x 4" TOP CORD BLOCKING 0 48" O C FUR d SEE STRUCTURAL NOTES AND NAILING FIRST FOUR ROWS OF TRUSSES 0 EDGES OF 20'-0" MAX 20'-0" MAX SCHEDULE FOR SHEATHING DETAIL SHEATHING TYPICAL. BACK NAIL AND TOE NAIL ALTERNATE ENDS W/ (2) 16d NAILS. 2X6 FASCIA DOWNSET TOPCHORD OF GABLE END TRUSS TO RUN 2"x 4" 2'- 0" OUTLOOKERS SPACED 0 24" O.C. 1 SIMPSON H5 0 EACH (2) 16d TOENAILS MAX OUTL INTO EACH LEDGER. OOKER 2"x 4" LEDGER. (2) 121 TO EACH TRUSS WEB. "L" BRACE TO EXTEND AT LEAST "L" BRACE W/ 10d Cc) 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 AND LOCATION) SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. ACED ®48" 0/C. (4) 16d 8 MAX, NAILS ®EACH END (TYP) / 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH ABLE TRUSS 10dx;5° NAILS ©4" O/C. l� 2x4 PANEL BLOCKING 0 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 CORDEDGES AND 12" O.C. FIELD ATTACHED W/ (2) 16-d TOENAILS 1OdX3" 0 3" 0/C THROUGH CHORD INTO 2"x6" P.T. PLATE "X" BRACE SEE DETAIL ONTINUOUS !L' 115R,4CING 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" 010" - 4'-5" 4'-5" - 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" SCISSOR GABLE — (2) 2"x8" (1) 2"x8" #2 S.P.F. @ EACH VERTICAL FULL HEIGHT @ DIAPHRAGM BLOCKING AND a.. a� 2"x 4" TOP CORD BLOCKING 0 48" O C FUR d SEE STRUCTURAL NOTES AND NAILING FIRST FOUR ROWS OF TRUSSES 0 EDGES OF 20'-0" MAX 20'-0" MAX SCHEDULE FOR SHEATHING DETAIL SHEATHING TYPICAL. BACK NAIL AND TOE NAIL ALTERNATE ENDS W/ (2) 16d NAILS. 2X6 FASCIA DOWNSET TOPCHORD OF GABLE END TRUSS TO RUN 2"x 4" 2'- 0" OUTLOOKERS SPACED 0 24" O.C. 1 SIMPSON H5 0 EACH (2) 16d TOENAILS MAX OUTL INTO EACH LEDGER. OOKER 2"x 4" LEDGER. (2) 121 TO EACH TRUSS WEB. "L" BRACE TO EXTEND AT LEAST "L" BRACE W/ 10d Cc) 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 AND LOCATION) SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. ACED ®48" 0/C. (4) 16d 8 MAX, NAILS ®EACH END (TYP) / 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH ABLE TRUSS 10dx;5° NAILS ©4" O/C. l� 2x4 PANEL BLOCKING 0 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 CORDEDGES AND 12" O.C. FIELD ATTACHED W/ (2) 16-d TOENAILS 1OdX3" 0 3" 0/C THROUGH CHORD INTO 2"x6" P.T. PLATE 2x4 T ON TOP OF PANEL � a q W BLOCKING, FASTEN WITH MOISTURE BARRIER GABLE END BRACING, 0 � � W CO CO IOdx3" 0 4" O/C 4'-0" 0/C MAX FOR ,�I .� 4111%SIMPSON META20 OR LTAI FIRST (4) ROWS OF TRUSSES b ( 0 4) IF 5/8" OR 1/2" CEILING DENSE GYPSUM WALL SPACED 0 24" O.C. SEE DETAILS. md BOARD FASTENED WITH 8d COOLER NAILS OR 1 0 1/4" LONG DRYWALL SCREWS COMPLYING WITH n ...... ..... .......... ............. ............ ASTM C1002 FOR FIRST 8'-0" FROM END WALL 7 R ❑ ❑ F BRACING PLAN ........... .................. ... ............ ........................ ...... 0 4 O/C TYPICAL IN 4 GABLE SECTION N❑T T❑ SCALE �TM�ORA"'"�"�'"� 11110 MY at Um 0momm NOTE: rT Is 11HE CONTRACTORS RESPONSlBIUTY TO REVIEW �� N ❑ T T ❑ SCALE ALL nwcaNsiRucTHE GNEER OF OF noE RECORD IS RESPONSIBLE FOR THE STRUCTURAL --1111— I�� INTEGRITY OF 1FN5 PRO�CT ONLV ANY 015CREPANCY CON"F. BEARING SIMPSON META20 OR LTAI 2% 4" TOP CORD BLOCKING 0 48" U.C. FOR BETWET?I FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SEE STRUCTURAL NOTES AND NAILING FIRST FOUR ROWS OF TRUSSES 0 EDGES OF x x x SHOP DRAWINGS, CONTRACTORS' BUILDING METH00% AND SPACED 0 24" O.C. SEE ARCHITECTURAL SCHEDULE FOR SHEATHING DETAIL SHEATHING TYPICAL. BACK NAIL AND TOE THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT 1 GABLE END DETAIL SHEETS FOR ALL NAIL ALTERNATE ENDS W/ (2) 16d NAILS. 70 THE A111ENTIION OF THE ENGINEER OF RECORD PRIOR TO 2X6 FASCIA THE COM+T OF CONSTRUCTION. MVIM" AL,MSTMT OFMY NOT FO SCALE INFORMATION REGARDING DOWNSET TOPCHORD OF GABLE MY� NOT fat NON—STRUCTURAL ISSUES. END TRUSS TO RUN 2"x 4" THE S>RUCnM MW is FOR PRWM 01AtaM 2'- 0" OUTLOOKERS SPACED 0 24" ANY FINISHES, TR M WO R K , (2 16d TOENAILS MAX OUTLOOKER SIMPSON H5 0 EACH BRACING MINIMUM Z EE PLANS oR NIG 51fiLCTlJ1tAl OOMPo�N�1 5 ETC... SHOWN ON THIS INTO EACH LEDGER. ) FOR LOCAfIUNS To the beet of the engineer's knowledge, the SHEET I S FOR R E F E R E N C E TO A LEDGER. (2 121 pians and specifications comply with the \ TO EACH TRUSS WEB. 90% OF WEB LENGTHTO D (SEEAT LTABLE) minimum requirements of The Florida Building 12 — Code - Residential. (2" Lalltlon) - PURP05ES ON E Y.(2)AC2"x4° DIAG. BRACING 2) 16d PER JOINT � anal �1f�y; {S gym am morlds SPED 0 48' 0/C. (4) 16d build $ MAX. NAILS 0 EACH END (TYP) lz��edre R7�i ABLE TRUSS "L" BRACE W/ 10d ©4" 0/C roans and specifloatima sogly mM the Marids (SEE SCHEDULE FOR SIZE 2x4 PANEL BLOCKING 0 48" O.C. 1 /2" CDX PLYWOOD OR 7/16" OSB F9ulldk�g ate, section lA.� far e�h atn�l ions AND LOCATION) FOR THE FIRST 8'-0" OF END WALL SHEATHING ATTACHED W/ 8d RINGSHAND NAILS 0 4" O.C. (i!!ID R�dlttan) FROM EA. END TYP, BOTTOM CORD EDGES AND 12" O.C. FIELD This dyer is valid far 12 nonft aftr the date ONTINUOUS BOTTOM CORD BRACING 1°x4° MIN. it is • and seabed or well the raquwrants of Nv�ATTACHED W/ (2) 16-d TOENAILS 10dX3" ©3" 0/C THROUGH CFIORD INTO 2"x6" P.T. PLATE the 29W edition of the Pkwida Mild" is n�n�3 „X„ BRACING DETAIL_ nft �rne 'daid*"sral 2x4 "T" ON TOP OF PANEL SIMPSON HGA1 O @ 36" O.C. eleatrtaal, f N � raud®taih, it shin, ars Pow , FASTEN WITH N ❑ T T ❑ SCALE vi"I Gar re�,� onbj and are not eovrsd and w BLOCKINGF ABLE TRUSS BLOCKING, 10dF 0 4" 0/C r -SCUD WALL (SEE TYP. SEC.) this *""m EACH O T 4 (9UD 5/8" OR 1/2" CEILING DENSE GYPSUM WALL BOARD REV. DATE & COMMENTS BY _ FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG OP PLATE DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR DBL. T 81M FIRST 8'-0" FROM END WALL 0 4" 0/C TYPICAL 5 GABLE SECTI❑N -- NOT TD SCALE 743 7F Ff T _ __ - PRE-ENGINEERED WOOD TRUSSE AT LEAST ONE TRUSS OVERLAP 2 "x L - BRACE 2 )2 "x 4" p IAC -CONAL i�RAGINCx SPACE ATTACHED W/ I&d NAILS - ATTACHED W1 «) Od NAILS 4" O/C TYPICAL DBL. TOP PLATE SIMPSON HGA10 STUDS @ 16" O.C. "r CONT. BEARING (TYP) SIMPSON SP4 C3ABLE TRU55 WEA (9 EACH STUD 9 GABLE END DIAG ATTACHMENT Uj CABLE END DETAIL- — FRAMENOT T❑ SCALE Q MINIMUM (2) 12d PER JUIN' MINIMUM 1"x4" TRUSS BRACING 2 Na r ra SCALE 6 RAT—RUN BRACING DETAIL W NOT TO SCALE WOOD HEADER AS PER STRUCTURAL PLANS CONTRACTOR TO PROVIDE PRE-CUT 7/16" WOOD STRUCTURAL "X" BRACE SEE DETAIL ONTINUOUS MOTTOM CORD 1"X4" MIN. ly MISSILE IMPACT. ALL PANELS TO BE LABELED AND STORED. 2'-0" < L <= 4'-0" ®4 ELCO TEXTRON FEMALE PANELMATE FACE OF MASONRY OR PANELS TO BE CUT TO PROTECT STOREFRONT WINDOWS 4'-0" < L <= 6'-0" d0 ANCHOR SCHEDULEOR SPACING FEMBEDMENT SEE SITYEATHNG ALL WHICH ARE LESS THAN 96" IN WIDTH. PRE -DRILL PANELS TO HIP GIRDER to to a. 130 7/16' MIN. 7„ i6 MINIMUM PLYWOOD / in e0 z I CD OSB SHEATHING. ATTACH �cO1- W SHEETS IN STAGGERED :; .. RECEIVE 2 1/2" LONG #8 SHEET METAL SCREWS AS PER FBC Li PATTERN STARTING FROM CL V) L� �1 CEMENTITIOUS OR OTHER FINISH SECTION 1606.1.4 AND TABLE 1606.1.4. SEE UPLIFT SCHEDULE FOR STRAPPIN' 0 � 2x4 T ON TOP OF PANEL � a q W BLOCKING, FASTEN WITH MOISTURE BARRIER GABLE END BRACING, 0 � � W CO CO IOdx3" 0 4" O/C 4'-0" 0/C MAX FOR ,�I .� 4111%SIMPSON META20 OR LTAI FIRST (4) ROWS OF TRUSSES b ( 0 4) IF 5/8" OR 1/2" CEILING DENSE GYPSUM WALL SPACED 0 24" O.C. SEE DETAILS. md BOARD FASTENED WITH 8d COOLER NAILS OR 1 0 1/4" LONG DRYWALL SCREWS COMPLYING WITH n ...... ..... .......... ............. ............ ASTM C1002 FOR FIRST 8'-0" FROM END WALL 7 R ❑ ❑ F BRACING PLAN ........... .................. ... ............ ........................ ...... 0 4 O/C TYPICAL IN 4 GABLE SECTION N❑T T❑ SCALE �TM�ORA"'"�"�'"� 11110 MY at Um 0momm NOTE: rT Is 11HE CONTRACTORS RESPONSlBIUTY TO REVIEW �� N ❑ T T ❑ SCALE ALL nwcaNsiRucTHE GNEER OF OF noE RECORD IS RESPONSIBLE FOR THE STRUCTURAL --1111— I�� INTEGRITY OF 1FN5 PRO�CT ONLV ANY 015CREPANCY CON"F. BEARING SIMPSON META20 OR LTAI 2% 4" TOP CORD BLOCKING 0 48" U.C. FOR BETWET?I FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SEE STRUCTURAL NOTES AND NAILING FIRST FOUR ROWS OF TRUSSES 0 EDGES OF x x x SHOP DRAWINGS, CONTRACTORS' BUILDING METH00% AND SPACED 0 24" O.C. SEE ARCHITECTURAL SCHEDULE FOR SHEATHING DETAIL SHEATHING TYPICAL. BACK NAIL AND TOE THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT 1 GABLE END DETAIL SHEETS FOR ALL NAIL ALTERNATE ENDS W/ (2) 16d NAILS. 70 THE A111ENTIION OF THE ENGINEER OF RECORD PRIOR TO 2X6 FASCIA THE COM+T OF CONSTRUCTION. MVIM" AL,MSTMT OFMY NOT FO SCALE INFORMATION REGARDING DOWNSET TOPCHORD OF GABLE MY� NOT fat NON—STRUCTURAL ISSUES. END TRUSS TO RUN 2"x 4" THE S>RUCnM MW is FOR PRWM 01AtaM 2'- 0" OUTLOOKERS SPACED 0 24" ANY FINISHES, TR M WO R K , (2 16d TOENAILS MAX OUTLOOKER SIMPSON H5 0 EACH BRACING MINIMUM Z EE PLANS oR NIG 51fiLCTlJ1tAl OOMPo�N�1 5 ETC... SHOWN ON THIS INTO EACH LEDGER. ) FOR LOCAfIUNS To the beet of the engineer's knowledge, the SHEET I S FOR R E F E R E N C E TO A LEDGER. (2 121 pians and specifications comply with the \ TO EACH TRUSS WEB. 90% OF WEB LENGTHTO D (SEEAT LTABLE) minimum requirements of The Florida Building 12 — Code - Residential. (2" Lalltlon) - PURP05ES ON E Y.(2)AC2"x4° DIAG. BRACING 2) 16d PER JOINT � anal �1f�y; {S gym am morlds SPED 0 48' 0/C. (4) 16d build $ MAX. NAILS 0 EACH END (TYP) lz��edre R7�i ABLE TRUSS "L" BRACE W/ 10d ©4" 0/C roans and specifloatima sogly mM the Marids (SEE SCHEDULE FOR SIZE 2x4 PANEL BLOCKING 0 48" O.C. 1 /2" CDX PLYWOOD OR 7/16" OSB F9ulldk�g ate, section lA.� far e�h atn�l ions AND LOCATION) FOR THE FIRST 8'-0" OF END WALL SHEATHING ATTACHED W/ 8d RINGSHAND NAILS 0 4" O.C. (i!!ID R�dlttan) FROM EA. END TYP, BOTTOM CORD EDGES AND 12" O.C. FIELD This dyer is valid far 12 nonft aftr the date ONTINUOUS BOTTOM CORD BRACING 1°x4° MIN. it is • and seabed or well the raquwrants of Nv�ATTACHED W/ (2) 16-d TOENAILS 10dX3" ©3" 0/C THROUGH CFIORD INTO 2"x6" P.T. PLATE the 29W edition of the Pkwida Mild" is n�n�3 „X„ BRACING DETAIL_ nft �rne 'daid*"sral 2x4 "T" ON TOP OF PANEL SIMPSON HGA1 O @ 36" O.C. eleatrtaal, f N � raud®taih, it shin, ars Pow , FASTEN WITH N ❑ T T ❑ SCALE vi"I Gar re�,� onbj and are not eovrsd and w BLOCKINGF ABLE TRUSS BLOCKING, 10dF 0 4" 0/C r -SCUD WALL (SEE TYP. SEC.) this *""m EACH O T 4 (9UD 5/8" OR 1/2" CEILING DENSE GYPSUM WALL BOARD REV. DATE & COMMENTS BY _ FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG OP PLATE DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR DBL. T 81M FIRST 8'-0" FROM END WALL 0 4" 0/C TYPICAL 5 GABLE SECTI❑N -- NOT TD SCALE 743 7F Ff T _ __ - PRE-ENGINEERED WOOD TRUSSE AT LEAST ONE TRUSS OVERLAP 2 "x L - BRACE 2 )2 "x 4" p IAC -CONAL i�RAGINCx SPACE ATTACHED W/ I&d NAILS - ATTACHED W1 «) Od NAILS 4" O/C TYPICAL DBL. TOP PLATE SIMPSON HGA10 STUDS @ 16" O.C. "r CONT. BEARING (TYP) SIMPSON SP4 C3ABLE TRU55 WEA (9 EACH STUD 9 GABLE END DIAG ATTACHMENT Uj CABLE END DETAIL- — FRAMENOT T❑ SCALE Q MINIMUM (2) 12d PER JUIN' MINIMUM 1"x4" TRUSS BRACING 2 Na r ra SCALE 6 RAT—RUN BRACING DETAIL W NOT TO SCALE WOOD HEADER AS PER STRUCTURAL PLANS CONTRACTOR TO PROVIDE PRE-CUT 7/16" WOOD STRUCTURAL L P 0 BRACING 1"X4" MIN. ly MISSILE IMPACT. ALL PANELS TO BE LABELED AND STORED. 2'-0" < L <= 4'-0" ®4 ELCO TEXTRON FEMALE PANELMATE FACE OF MASONRY OR PANELS TO BE CUT TO PROTECT STOREFRONT WINDOWS 4'-0" < L <= 6'-0" d0 ANCHOR SCHEDULEOR SPACING FEMBEDMENT SEE SITYEATHNG ALL WHICH ARE LESS THAN 96" IN WIDTH. PRE -DRILL PANELS TO HIP GIRDER to to a. 130 7/16' MIN. 7„ i6 MINIMUM PLYWOOD / in e0 SIN OSB SHEATHING. ATTACH �cO1- W SHEETS IN STAGGERED :; .. RECEIVE 2 1/2" LONG #8 SHEET METAL SCREWS AS PER FBC Li PATTERN STARTING FROM CL V) L� �1 CEMENTITIOUS OR OTHER FINISH SECTION 1606.1.4 AND TABLE 1606.1.4. SEE UPLIFT SCHEDULE FOR STRAPPIN' 0 � JOB NUMBER: ire DATE ) CORNER JACK C� 2x4 T ON TOP OF PANEL � a q W BLOCKING, FASTEN WITH MOISTURE BARRIER GABLE END BRACING, 0 � � W CO CO IOdx3" 0 4" O/C 4'-0" 0/C MAX FOR ,�I .� 4111%SIMPSON META20 OR LTAI FIRST (4) ROWS OF TRUSSES b ( 0 4) IF 5/8" OR 1/2" CEILING DENSE GYPSUM WALL SPACED 0 24" O.C. SEE DETAILS. md BOARD FASTENED WITH 8d COOLER NAILS OR 1 0 1/4" LONG DRYWALL SCREWS COMPLYING WITH n ...... ..... .......... ............. ............ ASTM C1002 FOR FIRST 8'-0" FROM END WALL 7 R ❑ ❑ F BRACING PLAN ........... .................. ... ............ ........................ ...... 0 4 O/C TYPICAL IN 4 GABLE SECTION N❑T T❑ SCALE �TM�ORA"'"�"�'"� 11110 MY at Um 0momm NOTE: rT Is 11HE CONTRACTORS RESPONSlBIUTY TO REVIEW �� N ❑ T T ❑ SCALE ALL nwcaNsiRucTHE GNEER OF OF noE RECORD IS RESPONSIBLE FOR THE STRUCTURAL --1111— I�� INTEGRITY OF 1FN5 PRO�CT ONLV ANY 015CREPANCY CON"F. BEARING SIMPSON META20 OR LTAI 2% 4" TOP CORD BLOCKING 0 48" U.C. FOR BETWET?I FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SEE STRUCTURAL NOTES AND NAILING FIRST FOUR ROWS OF TRUSSES 0 EDGES OF x x x SHOP DRAWINGS, CONTRACTORS' BUILDING METH00% AND SPACED 0 24" O.C. SEE ARCHITECTURAL SCHEDULE FOR SHEATHING DETAIL SHEATHING TYPICAL. BACK NAIL AND TOE THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT 1 GABLE END DETAIL SHEETS FOR ALL NAIL ALTERNATE ENDS W/ (2) 16d NAILS. 70 THE A111ENTIION OF THE ENGINEER OF RECORD PRIOR TO 2X6 FASCIA THE COM+T OF CONSTRUCTION. MVIM" AL,MSTMT OFMY NOT FO SCALE INFORMATION REGARDING DOWNSET TOPCHORD OF GABLE MY� NOT fat NON—STRUCTURAL ISSUES. END TRUSS TO RUN 2"x 4" THE S>RUCnM MW is FOR PRWM 01AtaM 2'- 0" OUTLOOKERS SPACED 0 24" ANY FINISHES, TR M WO R K , (2 16d TOENAILS MAX OUTLOOKER SIMPSON H5 0 EACH BRACING MINIMUM Z EE PLANS oR NIG 51fiLCTlJ1tAl OOMPo�N�1 5 ETC... SHOWN ON THIS INTO EACH LEDGER. ) FOR LOCAfIUNS To the beet of the engineer's knowledge, the SHEET I S FOR R E F E R E N C E TO A LEDGER. (2 121 pians and specifications comply with the \ TO EACH TRUSS WEB. 90% OF WEB LENGTHTO D (SEEAT LTABLE) minimum requirements of The Florida Building 12 — Code - Residential. (2" Lalltlon) - PURP05ES ON E Y.(2)AC2"x4° DIAG. BRACING 2) 16d PER JOINT � anal �1f�y; {S gym am morlds SPED 0 48' 0/C. (4) 16d build $ MAX. NAILS 0 EACH END (TYP) lz��edre R7�i ABLE TRUSS "L" BRACE W/ 10d ©4" 0/C roans and specifloatima sogly mM the Marids (SEE SCHEDULE FOR SIZE 2x4 PANEL BLOCKING 0 48" O.C. 1 /2" CDX PLYWOOD OR 7/16" OSB F9ulldk�g ate, section lA.� far e�h atn�l ions AND LOCATION) FOR THE FIRST 8'-0" OF END WALL SHEATHING ATTACHED W/ 8d RINGSHAND NAILS 0 4" O.C. (i!!ID R�dlttan) FROM EA. END TYP, BOTTOM CORD EDGES AND 12" O.C. FIELD This dyer is valid far 12 nonft aftr the date ONTINUOUS BOTTOM CORD BRACING 1°x4° MIN. it is • and seabed or well the raquwrants of Nv�ATTACHED W/ (2) 16-d TOENAILS 10dX3" ©3" 0/C THROUGH CFIORD INTO 2"x6" P.T. PLATE the 29W edition of the Pkwida Mild" is n�n�3 „X„ BRACING DETAIL_ nft �rne 'daid*"sral 2x4 "T" ON TOP OF PANEL SIMPSON HGA1 O @ 36" O.C. eleatrtaal, f N � raud®taih, it shin, ars Pow , FASTEN WITH N ❑ T T ❑ SCALE vi"I Gar re�,� onbj and are not eovrsd and w BLOCKINGF ABLE TRUSS BLOCKING, 10dF 0 4" 0/C r -SCUD WALL (SEE TYP. SEC.) this *""m EACH O T 4 (9UD 5/8" OR 1/2" CEILING DENSE GYPSUM WALL BOARD REV. DATE & COMMENTS BY _ FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG OP PLATE DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR DBL. T 81M FIRST 8'-0" FROM END WALL 0 4" 0/C TYPICAL 5 GABLE SECTI❑N -- NOT TD SCALE 743 7F Ff T _ __ - PRE-ENGINEERED WOOD TRUSSE AT LEAST ONE TRUSS OVERLAP 2 "x L - BRACE 2 )2 "x 4" p IAC -CONAL i�RAGINCx SPACE ATTACHED W/ I&d NAILS - ATTACHED W1 «) Od NAILS 4" O/C TYPICAL DBL. TOP PLATE SIMPSON HGA10 STUDS @ 16" O.C. "r CONT. BEARING (TYP) SIMPSON SP4 C3ABLE TRU55 WEA (9 EACH STUD 9 GABLE END DIAG ATTACHMENT Uj CABLE END DETAIL- — FRAMENOT T❑ SCALE Q MINIMUM (2) 12d PER JUIN' MINIMUM 1"x4" TRUSS BRACING 2 Na r ra SCALE 6 RAT—RUN BRACING DETAIL W NOT TO SCALE WOOD HEADER AS PER STRUCTURAL PLANS CONTRACTOR TO PROVIDE PRE-CUT 7/16" WOOD STRUCTURAL L S (FASTENER SPACING) PANELS TO PROTECT WINDOW / 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'-0" < L <= 6'-0" 12" O.C. ANCHOR SCHEDULEOR SPACING FEMBEDMENT SEE SITYEATHNG ALL WHICH ARE LESS THAN 96" IN WIDTH. PRE -DRILL PANELS TO HIP GIRDER 9' O.C. 7/16' MIN. 7„ i6 MINIMUM PLYWOOD / SIN OSB SHEATHING. ATTACH SHEETS IN STAGGERED :; .. RECEIVE 2 1/2" LONG #8 SHEET METAL SCREWS AS PER FBC PATTERN STARTING FROM L� CORNER [IF WALL. CEMENTITIOUS OR OTHER FINISH SECTION 1606.1.4 AND TABLE 1606.1.4. SEE UPLIFT SCHEDULE FOR STRAPPIN' JOB NUMBER: .:'• DATE CORNER JACK Fel SCALE: k ANCH. ALTERNATE PROTECTION MAY BE PROVIDED USING ATTACH PLYWOOD SHEATHING W/ Gol SHEET NUMBER RINGSHANK NAILS R 3" O,G `:.•,HURRICANE SHUTTER SYSTEMS APPROVED FOR USE TN WIND �/4-20 3 AND 6" ❑,C, FIELD. C) SIGN & SEAL �,� SCREW W/ WASHY BOURNE DEBRIS ZONES AS PER FBC, 2010. GLE P,T, BOTTOM PLA SEC �C -FION FOR PLYWOOD PANEL - SEE o TIMBER OR SCHEDULE FOR MIN.lu MASONRY OPENING THICKNESS EDGE OF PLYWOOD PANEL ® TYPICAL FASTENER ATTACHMENT GUM ® PLYWOOD PROTECTION PANEL SCHEDtRJ L = GREATER VALUE OF L10R 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'-0" < L <= 6'-0" 12" O.C. 7/16" MIN. 6'-0" < L <= W-0" 9' O.C. 7/16' MIN. 2' MIN.` -{1) SIMPS( ETA12 EAC END JACK (TY , PLYWOOD PANEL TYP 1 ELCO TEXTRON FEMALE LINE OF WALL OPENING 1) SIMPSON ETA20 @ HIP JACK PANELMATE ANCHORS W/ 1-3/4" MIN. EMBED NOTES: 1. ALL PANELS SHALL BE PRE-CUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED TOP PLATE ATE. i Dc DL 0 Imo. 0 7„ i6 MINIMUM PLYWOOD / SIN OSB SHEATHING. ATTACH SHEETS IN STAGGERED PATTERN STARTING FROM L� CORNER [IF WALL. JOB NUMBER: DATE DRAWN BY: SCALE: ATTACH PLYWOOD SHEATHING W/ Gol SHEET NUMBER RINGSHANK NAILS R 3" O,G PERIMETER, 4" ❑ C EDGES 3 AND 6" ❑,C, FIELD. SIGN & SEAL GLE P,T, BOTTOM PLA SEC TOP PLATE ATE. 0 Imo. 0 7„ i6 MINIMUM PLYWOOD / OSB SHEATHING. ATTACH SHEETS IN STAGGERED PATTERN STARTING FROM L� CORNER [IF WALL. JOB NUMBER: DATE DRAWN BY: SCALE: ATTACH PLYWOOD SHEATHING W/ Gol SHEET NUMBER RINGSHANK NAILS R 3" O,G PERIMETER, 4" ❑ C EDGES 3 AND 6" ❑,C, FIELD. SIGN & SEAL GLE P,T, BOTTOM SEE TYP. WALL -FION FOR LS -1 TENER SPACING SEE 3 HIP R❑❑F" FRAMING 10 WALL SHEATHING ATTACHMENT ATTACHMENT, EXTERNAL PLYWOOD PANEL PROTECTIONSCHEDULE - NITS NOT TO SCALE NOT TO SCALE Window and door ope require debris impact protection as per Chapter 16 oP the F t3C, 20101?dition. Protection Can be ' 3 (] '% 1`113 provided tl>_rough external panels (shOW11 here), pre-Cnginecred shutters (by others) or impact rated Windows/doors (by others) FIRE RATED SHEATHING (48" BEYOND EACH WALL) 2k ;i2, )W2�(22 R30 BATT INSUL CEILING BOARD --"2 1/2 Dx$HRUPT LEBOLRSW/ 2 ROWS OF FIREWALL CLASSIFICATION (2 HOURS AT 32" O.C. & STAGGERED MASONRY FIREWALL; UL U901 GYPSUM KNEEWALL; UL U308 NON -LOAD BEARING TENANT EIRE WALL rA' SECTION-2-110UR 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) R"TYPE X GYPSUM (2) COURSES OF LAYERS EACH FACE. K.V. BLOCK W/ (1) #5 CONT. INSTALL AS PER UL U308 (2 HOUR) FIREWALL CLAS51FIQATION (2 HOU ((1 2x8 PT LEDGER W/ 2 ROWS OF MASONRY FIREWALL; UL U901 1>2" O THRU- BOLTS GYPSUM KNEEWALL; UL U308 AT 32" O.C. & STAGGERED AA LOAD BEARING TENANT SEPERATION SCALE: N.T.S. STUCCO & PAINT BLOCK AT INSIDE OF GARAGE AREA 4" THICK 2,500 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 \ STD. 90' HOOK (SEE DETAIL) 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 FOR MORE INFORMATION 1/2" CD GYP. (TYP) OA" TYP. 2-2x12 LEDGER W/ 2 ROWS OF 5/8" DIA.x6" ANCHOR BOLTS AT 16 O.C. & STAGGERED r 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 - R.W/ CBLOCK OURS 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 8' FINISHED FLOOR rRAnF MIN. SEE PLAN SEE PLAN ALTERNATE WALL SECTION SCALE: N.T.S 3 1/2" 4 1/4" NUT AND 2" < WASHER TYP. 2-2 X 12 S.Y.P. a Q 12 -- (PLANS R30 BLOWN INSUL FLAT LIVING CLG. AREAS & R30 BATT INSUL 0 VAULTED CLG. AREAS 1/2" GYP WB (2) COURSES OF N EACH BLOCK W/ (1) #5 CONT. 3/4"STRUCTURAL SHEATHING GLUED AND NAILED W/ 8d COMMON ® - 6" 0/C EDGES AND 12" 0/0 FIELD FLOOR SYSTEM SEE FRAMING PLAN FOR MORE INFORMATION 1/2" CD GYP. (TYP) 1 ( 1 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 P.T. FURRING STRIPS & - 3/4" RIGID INSULATION (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 WD. CAP 1/2" GYP. B . TOP PLATE CONCRETE ROOF TILES OR SHINGLES 2x4's (� 16" O.C. -PRE-ENGINEERED WOOD TRUSSES BUT. PLATE - SEE PLAN w/2X4 'TOP CHORD AT 24° O.C. , \\ (2) SIMPSON MSTA24 -PEEL AND STICK ROOFING UNDERLAYMENT (TILE) PLYWD. FLOORING UNLESS NOTED OTHERWISE ON PLANS 15 LB ROOFING FELT .(.SHINGLES) 'TOP RAILING 2 -ROWS 16d NAILS STAGGERED 0 SHINGLE ROOF SYSTEM TILE ROOF SYSTEM 16" 0/C EACH FACE OR 3 -ROWS 7/16" RADIANT BARRIER OSB 17/32" RADIANT OSB SHEATHING 1x- BALUSTERS 16d NAILS STAGGERED 0 16" 0/C SHEATHING FASTENED 70 TRUSSES FASTENED TO TRUSSES WITH 8d 4" O.C. MAX.\` ` FOR 2'x10° OR GREATER HEADER WITH 8d RINGSHANK NAILS 0 RINGSHANK NAILS ® 4"O/C & 4" 0/C BOUNDARIES, 6" 0/C EDGES BOUNDARIES, 6" 0/C EDGES & 8" o 1x- TREADS & 8' 0/C FIELD 0/C FIELD - RISERS SIMPSON META20 U.N.O 16d NAILS 0� TRUSS w/ METAL PLATE UNDER 16" 0/C TYP. EACH TRUSS DouULE 2"X 12" HEADER W1 I/2" c FLIICH PLATE UNLESS NOIED 01HERWISE ON PLANS OL m 'TOP of LINTEL 4x4 NEWEL POST DOUBLE 2" x ELEV. SEE ARCHITECTURALS m CRIPPLE STUD FILLING AND BLOCKING AS o FLOOR JOISTS (1) 2"x8" P.T. LEDGER W/ J"2 2"xSTUD5 TYP. UNG ON PLAN REQUIRED FASTENED TO z FLOOR GIRDER/BEAM I TAPCONS (1.5" EMBED) SPACED SEE ARCHITECTURAL1" 00ING (9 16" O.C. (TWO ROWS STAGGER HEADER W/ (2) 16d 0 16" O/C FASCIA TYPE 2"x4"LEDGER BLOCK W/ 16d TYP. UNLESS NOTED OTHERWISE Nor AND NAILS 0 6" U.C. (TWO ROWS PATTERN) INTO CMU LAND. FIN. FL. 2"WASHER TYP. STAGGER PATTERN) SEE PLAN 2-2 X 12 S.Y.P. 3-2x12 STRINGERS \ �.. \. JOISTS' 6 3 1/2" SIMPSON HUS28 @EACH END o ' -- --- m m .... (2) 2"x8" W/ SIMPSON MTS18 OR 4 1/4" !r n HUG28-2 0 EACH END. BEAM/ TRUSS P.T. KICK PLATE W/ FLOOR BEAM TRUSS GIRDER -` - I Z"0 TAPCONS 0 12" U.C. SUPPORT ENDS W/ (3) 2"x 4" P.' � � WOOD JACK POST. (2) SIMPSON MSTA24 3 1/ ' - UNLESS NOTED OTHERWISE ON PLANS --- NOTE: HEADER / POST CALLOUTS ON FLOOR PLANS -TAKE FIN. FLOOR -I PRECEDENCE OVER THE INFORMATION SHOWN ABOVE. SEE PLAN - -- 2 -STAGGERED ROWS OF SEE PLAN 5/8"� X 6" ANCHOR BOLTS (OR EXP. BOLTS) A 16" U.C. (STAGGER BOLT LOCATION NOTE: TO AVOID INTERFERENCE STAIR DETAILS ON FLOOR PLANS / ELEVATION SHEETS TAKE W/ FLOOR TRUSSES) PRECEDENCE OVER THE INFORMATION SHOWN ABOVE. KS OF .& BLOCK W/ IN EACH / (1) #5 CON f. 1U TYPICAL INTERIOR STAIR l 2ND FLOUR OPENING DETAIL NOT TO SCALE NOT TO SCALE 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. 2nd FLOOR WALL BAND JOIST NO SILLS AT WINDOWS FILL TOP BLOCK SOLID w/ CONC. AT WINDOW SILLS 5/8" STUCCO WALL FINISH ASSUMED ELEVA'TIO 0'-0" a GRADE FIN(^HED F R FINISH GRADE SEE PLAN 12„ MIN. • o' �` a MIN. r SEE PLAN 4"� SEE PLAN CONTRACTOR TO PROVIDE SOIL TREATM NT 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 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" 0. TOP OF SLAB Ell I _ 6 MIL VISQUEEN -�y�-- :'.• -•' :•,.�: •. ^TTI- � CLEAN COMPACTED FILL J I I II I- I I I I I, SEE PLAN SEE PLAN STD. HOOK (SEE DE" .) 2 -HOUR FIRE RATED PARTY WALLA R STUD OPTIONS: 2"x 4" SYP #2 SPACED © 12" O.C. 2"x 6" SYP #2 SPACED © 16" O.C. 2"x 4" SYP #1 SPACED ® 16" O.C. (1) ROW OF 2X BLOCKING ® MID HT FOR WALL HT < 8'-6". (2) ROWS OF 2x BLOCKING 0 3rd PTS FOR 'NALL HT > 8'-6" R11 INSULATION 0 EXT. WALLS SIMPSON SP1 © EA. STUD 2X P.T. PLATE SCALE: N.T.S SHEAR WALLS ONLY 1/2" MIN. PLYWOOD SHEATHING NAILED W/ 8d RINGSHANK NAILS © 3" 0/C BOUNDARIES, 6" 0/C EDGES, AND 6" 0/C FIELD. 1/2" 0 SIMPSON TITEN HD ANCHOR OR SET EPDXY ANCHOR © 24" O.C. 6" MINIMUM EMBEDMENT AND 2" MINIMUM EDGE DISTANCE x6 W1.4xW1.4 WWF OR FIBERMESH D p , Ld A w 8" SEE PLAN g" #5 CONT. NOTE: SEE TYPICAL WALL SECTIONS FOR CLEAN, POISON AND COMPACT SOIL5 (COMPACTED TO 95% MODIFIED INTERIOR BEARING ADDITIONAL INFORMATION PROCTOR ASTM D1557) NOT TO SCALE 2nc BEAM 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 CN SIMPSON MSTA36 STRAP W/ 10-8d NAILS TO STUD L" U.C. MAX STAGGERED. & 10-8d TO BAND JOIST 0 EA. S.Y.P. STUD (16" O.C.) OR a EVERY OTHER S.P.F. STUD (24" O.C.) SIMPSON LSTA, & 10-8d TU BAND JUIJ I U LA. ;.Y-[`. S I UD (16 U.C.) 2ND FLOOR FRAME CONNECTION 2ND FLOOR FRAME CONNFCTi0N NOTE: EXPEND EXTERIOR 15/32" PLYWOOD OR 7/16" USB SHEATHING TO BOTTOM OF BEAM OR GIRDER ATTACH SHEATHING TO UEAM W/8d 0 2" O.C. STAGGERED PATTERN NAILS MUST HAVE MINIMUM .3" EDGE DISTANCE. 9 WOOD 1 ST FLR. (3) 2x4 Stud � - 2x4 Top Plate -7/16" OSB ~�`-�� „ 2x4 Flat @48 a.f.f & Sheathing 48" Below Clg, 7 CORNER FRAMING8 INTERIOR WALL FRAME NOT TO SCALE NOT TO SCALE SCALE: N.T.S. LNICLOSED EXP C AHowable trp llp _ clY SCALE: N.T.S. J SS/JOIST THIS PLAN HAS BEEN DESIGNED TO COMPLY W1T1 f ALLPROVISIONS OF FBC-2010 INCLUSIVE OF ASCE 7-10 WIND PROVISIONS FOR A NOMINAL DESIGN 3 -SECOND GUST OF 139 MPH (VuL,r) OR 107.7 MPH (VASD). AS DEFINED IN SECTION 1609, THIS STRUCTURE DOES MEET 'I IE REQUIREMENTS FOR AN .ENCLOSED BUILDING AND AS SUCI-1 HAS BEEN DESIGNED WITH AN INTERNAL PRESSURE COEFFICIENT 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 R IN AN EXPOSURE C AREA WITH A MEAN ROOF FLEIGHT OF 30 FEET AND COMPLIES WITH WIND SPEED MAPS AS ADOPTED BY TIDE LOCAL JURISDICTION. ALL STRUCTURAL NIEIVIBERS IN TEAS BUILDING HAVE BEEN DESIGNED USING ALLOWABLE STRESS DESIGN METHODS. AS SUCH VASD HAS BEEN USEDTO DEVELOP WIND -PRESSURES. WIND❑WS, DOORS, COMPONENTS DESIGN WIND PRESSURES ENCLOSED BUILDING DESIGN WIND PRESSURE (PSF) Zone 4 Effective Wind Area Ultimate Wind Speed Zone 5 Effective Wind Area Ultimate Wind Speed 139 MPH 3 -sec, Gust 139 MPH 3 -sec. Gust SQ FT + - �Jrr�� SO FT + - <10 30.5 33.0 <10 30.5 40.7 Cj1 20 29.1 31.6 20 29.1 38,1 50 27.3 29.8 50 27.3 34.4 `l 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 T-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 MUST CONSERVATIVE CASE. (INCLUDING ROOF SLOPE, EFFECTIVE AREA AND OVERHANG CONDITIONS) ZONE 1 27.9 30.5 ZONE 2 27.9 51,1 ZONE 3 27.9 77.0 NOTES: 1. ANY WIND❑W, ALL ❑R PART, WHICH IS WITHIN 6' OF A CORNER SHALL BE CONSIDERED ZONE 5 PER CHART AB❑VE, ALL OTHER WINDOWS ARE CLASSIFIED IN ZONE 4, 2. ROUND AREA DOWN TO THE LARGEST PRESSURE IN THE CHART ABOVE, - 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 SOUARF FnnTArF 'I r � c U@ 1 LO ;O 00 � Q 000 Q N a � U (0 F -I W Ul : Fq =T1 Q) O P C/D O (d CD DO u) �Q) c'7 C� > 00 LSC) DO CO cd 4 Pa 0TIJE5E DRAWINGS ARE THE PROPERTY OF NICK M. BRADFORD, P.E. ANY 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 STRUCTURAL 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 IS NOT RESPONSIBLE FOR 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 the engineer's knowledge, the pians and specifications Comply with the m.iriimum requirement's of The Florida Building Code - Residential -(2010 Edition) Plans and veeifications comply with the Florida building code - RESIDENTIAL , section R301 (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 mm 7BY C/) J p F_ W D ® F- �t U/ z 0 0� U x z W �Jrr�� JOB NUMBER : 2012 DATE: JUNE 12, 2013 DRAWN BY SCALE: SHEET NUMBER S4 SIGN & SEAL CT 3 0 2013 NOTES: 1. APPLY SOLID BEAD OF ROOF MASTIC JUST ABOVE THE ROOF JACK. 0 2. SLIDE STOW COLLAR DOWN MAKING SURE THE COLLAR IS COMPLETELY SEATED IN MASTIC AND THERE ARE NO VOIDS. 0 3. WHEN COLLAR IS IN FINAL P051TION APPLY CCq 9 FINAL BEAD OF MASTIC AROUND TOP OF W 0 ASPHALT SEALANT: STORM COLLARSTUCCO FINISH I �'�04 ASPHALT SEALANT: MIN, 6" 7� Lp ;j0 EXTENtD MIN. 6" ABOVE n _ __ Go 14 4 ABOVEf'C.M.U. o m PLASHING /SH MIN. GALV. MTL. 5X4" "MIN Co "L" PLASHING DIVERTER \ 5 — PCB 10038 OR EQUAL DIVERTER ,...;: PLASHING stoRt-t c R— -_ �S (SLOPED, w/ DRIP EDCrE� 4" MI ,.:... 4 MIN G uNDR PLASHING LLA - TOP AND 51D OF O SHINGLES OR f FLAS+�IN ROOF, v� r W jj ROOF JACK PREMANUFACTURED W •� � 45 DEGREE ANG. CONCRETE TILE -� - -- I SOLID ROOF MASTIC M GALV. 'L' PLASHING - - DRYER VENT CAP 1� =XTEND I MIN.-------------------- (D ---- - BEYOND DRIP :.:.:':," :;. TYPICAL. (SET IN GONT. SEALANT) ti EDGE o WALL.-------------------- - - - z' GAP- `� ROOFING PELT \�----------------- -------- - \ --- DRIP EDGE G AULK BOTTOM L11- R NOTE _______--- ONLY BOTTOM FLANGE BOTTOM OF FLASHING TIDO SIDES 0 GUT BACK FASCIA DRIP NAILS EXPOSED OVER ROOFING r BETWEEN 1-1/2" TO 2" EDGE FASCIA U 2to � t0 FASCIA GO F- 16 U R Em" 1: *FLASH I NO 1�)RYR TIENT %1: NST L.L. TION PENETRATION IN GMU 11 LI SCALE: N.T.S. SCALE: N.T.S. SCALE: N.TJ5. SCALE: N.T.S. ©/y1YtUUIL URANIUM IIpAI1F F PE NOTE: IT I5 THE CONTRACTORS RE"SWATY TO REVU ALI DRAWINGS BEFORE CONSTRUCTION BEGINS. THE ENGINEER OF RECORD IS RIESPONSIBLE FOR THE SIRIICIUM INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWLS, CONTRACTORS' BULDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BRWGHT REFER TO NOTE __._ TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO BELOW PLASHING MEMBRANE THE COMMENCt]ENT OF CONSTRUCTION. SEALANT 2 2 3" MIN �� g � 13 ALL OWIM13 NS E STMT OF � DO NOT TAPE BOTTOM OF 1/8" STUCCO 1 I/2" GAL WD MEMBRANE TO BUILDING THE STRUCTURES WR IS RE"4=E FOR PROl`%M 0"M SCREW 6" DG @) --- TO ORIM& STRUM aE %M ON TNEX Pis ONLY. THE 3I10)OR 63 GROUP IS NOT RERIONSI F INSULATION PAPER BACKED LATH FLASHING TAPE TO I DAM To Co�P0M tengineer's1knowledge, the PER PLAN SHEATHING PER SPECS SEAL GASKET SILL 1 1 1 pian:, and epeu fications compiy With the _ 11 Buil f I'rJ# FELT 1 Gocla R_ _a_. (2Edition)-- - -- � minimum � �]ulrPmanCs of P1ori�= .................aFira Yi 1 QIQ / LAP 4" OVER }=LASHING / ----__ ' );oompkj with the Norlds APPROVED FLASHING I X 2 WD DAM ( AT SEALANT FLANGE _-- 1 / ` ne26C iTLAL,�salon Poo VULKEM SEALANTS ��I PIPE THROUGH WALL T ..� - -- STUCCO, SIDING, BRICK, ETC. Man. a� naatiawa with the R"I®rl�ta (f�.19 x 1>a ROLL) BEAD BELOW Ix ATTACH 2x�o SYP#2 " " r1►g section � u� w ane J CHANNEL STUCCO STOP WD DAM RETURN WEATHER RESISTANT WINDOW _� w/ 4-I6d NAILS 3/4" CLEARANCE MIN. el UP CORNERS ��_ FLASHING mis drays1� Is v teT for 12 Greer the Mata TO EACH STUD GAP SHINGLE "QUICK FLASH" GASKET ��- S"TEP 1 STEP 2 STEP 3 n Is Vlaw "Clod or until the or /''" I WEATHER RESISTANT HOUSE WRAP the 2 edltlan or the Florida ®uild Code Is INSTALL PER MFG. �' - \ INSTALL 9' MUISTUP INSTALL STUCCO STOP INSTALL 9' MOISTOP I/2 GYP. BD, r JAMB FLASHING OR --MOLD HEAD FLASHING It" area is eand sealed tar the structural ROOF SHINGLES (TYPAR, T,I'VEK, OR EQUAL) � w � an�1y. gyral, 15# FELT _ SHEATHINGrt1 w STEP 4 eleatrlaal, ar sntaal details, It shaexy are for FRAME WALL M❑IST❑P PRODUCTS BY F❑RTIFIBER APPLY BUILDING PAPER�°eA a1e not under BUILDING PAPER BUILDING PRODUCTS SYSTEMS IN WEATHERBOARD FASHION ROOF SHEATHING PER SPECS UNDER 'QUICK FLASH" 2� NOTE: NOTE: SEAL ALL EXPOSED ROOF TRU55 OR 2x4 FOR USE W/WINDOW FRAMES 3" OR LESS \ , REV. DATE & COMMENTS BY NAIL HEADS GAP SHINGLES BLOCKING IN WIDTH, GOORDINATE WITH THE WINDOW a x A 0 BARRIER AT ®ORS I I/�I \ ,IoI�jI MANUFAGTURER TO INSURE ADEQUATE GLEARANGE SCALE: N.T.S. r-5--�RCOI= TO �AL'L' r—L A5HI & �p X EN7 IT ENETI`ATIOI�I FOR USE OF LOCKS AND LIFT RAIL. SCALE: N.T.S. FOR AOOO FRAME A001;) OPEN INS PAN -- SCALE: N.T.S. ��I=LA!BHIN& FOR i� I NOOW 5 1 �..�.. ROOF CRICKET: - MIN. 3:12 SLOPE (REOUIRED AT ALL LEVEL VALLEY SCALE: N.T.S. LOCATIONS) VERTICAL WALL - AT E=NTRY \ 2 (Y) 1 1 1 1W SHINGLE OR CONCRETE TILE STEP 1 STEP 3 INSTALL 6' STEP 2 MIN, MOISTOP APPLY SEALANT PER INSTALL 6. MIN, MUISTOP JAMB FLASHING DOOR MANUFACTURER HEAD FLASHING AND INSTALL DOOR M❑IST❑P PRODUCTS BY F❑RTIFIBER STEP 4 APPLY BUILDING PAPER BUILDING PRODUCTS SYSTEMS IN WEATHERBOARD FASHION --.- � FLAP _� FLAP -_ - � FLAP __.. � FLAP -_ rcj—"� VAPOR ARR I R AT 561 � l NOTE: THIS DETAIL 15 0 SHEATHINGa' SHEATHING a SHEATHING SHEATHING —REQUIRED \ <, <r- AT ALL VERTICAL WALL SCALE. N.T.S. 9 INTERSECTIONS x WITH ROOF VALLEYS 4 3 ROOF GRIGKET5. � 0 4" WIDE VINYL CONTROL JOINT 4" WIDE VINYL CONTROL JOINT 4 a 00 0 BY VINLYGORP (15-73-U) OR BY VINLYGORP (15-73-U) OR Ix2 CURB _ lo EQUALgQUAL T - _ - - -,...................................................................................................................................................................................................................... MANUF. TRUSS OR RIBBON MANUF. TRU55 OR RIBBON LL % / BLK WALL TO FRAME WALL BOARE� OFFSET W/ BLOCK BOARD OFFSET & BLOCK VERT CONTROL JOINT BLK HORZ SPLICE SHOULD NOT BE WITHIN - �' �ASEPHAL.T BASED HORZ CONTROL JOINT WALL TO FRAME WALL 2'-0" OF VERT CONTROL JOINT SEALANT APPLIETO DETAIL /16" 0.9.8. OR Irp/32" OSB /16" O.S.B. OR 15/32" OSB TRANSITION nETAIL STEP I STEP 2 STEP 3 STEP 4 BEHIND PLASHING WEATHER RESISTANT WEATHER RES15TANT "HOUSE WRAP VENDOR' TO "BE3 Y WINDOW COMPANY' 'Y WINDOW COMPANY' 'BY WINDOW COMPANY' I PLASTER STOP AMID EXTENDING A 3 r f� BARRIER #1 - HOUSE WRAP BARRIER #I - HOUSE %TRAP CUT CORNERS OF BUILDING INSTALL 9" BITUMINOUS APPLY CONT. BEAD OF INSTALL 6" JAMB FLASHING MINIMUM OF 6" PAPER a 45• ANGLE 9' UP FLEXIBLE SILL FLASHING SILICONE CAULK ON BACK (EX: FORTIFIBER, MOISTOP,I SEALANT,v ABOVE= - q" BITUMINOUS TAPE FLASHINC7 BI'PJMINOU5 TAPE A PL5HING AND 9B E= ' OUT FROM UPPER OVER IX2 CURB4 HOUSE SIDOF TOP AND SIDE OR EQUAL) OVER WIN. FLANGE. z VERTICAL RISE - CORNERS. WINDOW WRAP (EX: DUPOINT WIN. FLANGES. INSTALL WIN. EXTEND 4' AE30VE OPNG. 4 S' :SHINGLES OR n oP FLASHING JOB NUMBER: 2012 WEATHER RESISTANT WEATH ER RE515TANT COMPANY TO PROVIDE Ix2 FLEXWRAP OR EQUAL) ACCORDING TO MANUF. BELOW. s '9 BARRIER �2 - BARRIER �2 - -- -- SPECS. CONCRETE TILE AT WALL ° N PAPER-BACKING OR EG2UAL PAPER-BACKING OR EQUAL FLAP -� FLAP FLAP 3 DATE: Munch 15, 2012 " X 511 r,/ STUCCO W/ LATH - LATH 7/3" 5N000 W/ LATH - LATH 7 7 = Y L $ m TO OVERLAP CONTROL TO O`/ERLAP CONTROL - <�// - - - - '. HORIZONTAL W ' �. f JOINTS PER MANUF SPECS JOINT5 PER MANIJF SPECS GALV. i✓LASHING , DRAWN BY 6" TALL VINYL CONTROL JOINT 6" TALL VINYL CONTROL JOINTn An - 5r CONT. iv BY VINLYCORP (1573-5o UL) OR BY `/INLYGORP (1573-50 UL) OR SCALE EG2UAL EQUAL 8" 4 3 / 4 4 3 / 4 4 3 / 4 \�— I/2" STUCCO OVER CMU 1/2" 5NGG0 OVER CMU APPLY BEAD OF 3' UNF'UNCHED SHEET NUMBER ELASTOMERIG SEALANT OR CONNECTOR 3 1/2" FELT PAPER BTWN 3 1/2" FELT PAPER BTWN EQUAL ON CONNECTOR BEFORE BLK 6 WOOD CONT BLK : WOOD CONT A55ENBLYING IN FIELD — C 4" HORIZONT S L 5 NOTCH BOTTOM OF VERT NOTCH BOTTOM OF VERT 3 FLASHING CONTROL JOINT TO SIT FLUSH ON CONTROL JOINT TO SIT PLUSH ON ---- HORZ CONTROL JOINT HORZ CONTROL JOINT GN & SEAL GMU CMU 5TEP 5 STEP 6 STEP 7 PUNCHED PUNCHED 'BY WINDOW COMPANY' 'BY WINDOW COMPANY" 'BY WINDOW COMPANY" INSTALL h" HEAD FLASHING ALLOW BLDG. PAPER FLAP APPLY JAMB FLASHING OR E * ALL BUTT JOINTS, INTERSECTIONS 4 ' ALL BUTT .JOINTS, INTERSECTIONS v OVER WIN. FLANGE. TO GRAPE OVER THE WEATHER RESISTANT TAPE LATION USING AN INSTALLATION U51NG AN ....... . ...................................................................... INSTAL ENDS SHALL SEALED AT TIME Or =NDS SHALL SEALED AT TIME OF EXTEND 8" BEYOND OPNG. HEAD FLASHING. OVER 45• ANGLE CUT IN ELASTOMERIG SEALANT, OR EQUAL E LA5TOM=RIG SEALANT, OR EQUAL BLDG. PAPER. OVERLAP �I I V � ANGLE CUT BY MIN. OF 2". 'LASH I I � 1� TAIL AT Y BLOCK 4AL.L. TO Y CCI;) Mr=CHANICAL CONTROL. �� VAPOR BARRIER AT K N00YN 12 r—RAME TRAN51 T I ON 13 JO 1 NT i)r=TA I L.SCALE: N.T.S ('11-"CR I Ci<T/?SALsL. INTER. . SCALE: N.T.S. SCALE: N.T,S.SCALE: N.T.S. ,a , IrT f9'a WALL HEIGHTS VERIFY ALL BEARING WALL HEIGHTS WITH FINAL TRUSS LAYOUTS SG # 2013283 MProject.- Truss I.D. Bearing _-.-HUden Lake DuLr&. Uplift Stip Mand. Step -.... TRISSe�: ; �r�lirru��ry Number Capacity Fastening x;04 � 2047 ,�IN1PS Odd P,A2'� 1 � _ 16,-- G�j R 2847 SIMPSON RA—)O 3��5 j � � 1�;.-1�� ALL OTHER �TRUSSE5 1 j IVIA,SONRY BEAPJNCa VMOOD FIRAMED bl) •'. o SIMPSON SIMPSON META20 H10,A 1450' 1 1140 7-1Cxix 1 1e°2" 18-1 Od x 1 112" BUCKET CONNECTION S SIMPSON HkJS2 155 20_1,ODJ LOWER ROOF/UPPER. FLOOR FRAMING PLAN • LOWER ROOF/UPPER FLOOR • FRAMING PLAN • w • N BY: R.R. ' CF CKED BY: D.D. • • S ETTNUMDEF� R• S 1 • • w d ca q w I O N F- bl) •'. o 0 rri c3 r"� U MPV • • • LOWER ROOF/UPPER FLOOR • FRAMING PLAN • w • N BY: R.R. ' CF CKED BY: D.D. • • S ETTNUMDEF� R• S 1 • s N • ca q w I O a0 v _ ma vy 0 rri c3 Vi fel V�J 1 Q� aj ww, I s�g ul�n a�ichW aNi +--' ko F—. za wrdv� �p N Awe �w� • LOWER ROOF/UPPER FLOOR • FRAMING PLAN • w • N BY: R.R. ' CF CKED BY: D.D. • • S ETTNUMDEF� R• S 1 • • w ^^v 111 e 1 `,>Jp fel V�J 1 Q� • LOWER ROOF/UPPER FLOOR • FRAMING PLAN • w • N BY: R.R. ' CF CKED BY: D.D. • • S ETTNUMDEF� R• S 1 • WALL HEIGHTS VERIFY ALL HEARING WALL HE:IGH1`5 WITH FINAL TRU55 LAY005 SG # 2513.2M Project: Uden Lake Duple—x TfLlsses7-P�67ii—rwnary Truss I -D. Bearing Uplift Shp Manlif. Strap Number Capacity Fastening C iO,4 L 2847 SIMPSON PA 2 3 1 3685 '18-16d R 2847 SIMPSON PA23 1 3685. --�V8 -1 —6d ALL OTHER TRUSSES i It IvA S ON RY DEA RING SIMPSON IvIETA20 1 1450 7-100x'1 1/211 WOOD FRAMED SIMPSON HICA 1 1,140 18-10d x 1 1/2" BUCKET CONNECTIONS SIMPSON HUS26 vl Tl T4 T4 Do T-1 (T) G-4 G4 G3 G3 G2 F— Ci G2 G1 WALL HEIGHTS VERIFY ALL HEARING WALL HE:IGH1`5 WITH FINAL TRU55 LAY005 SG # 2513.2M Project: Uden Lake Duple—x TfLlsses7-P�67ii—rwnary Truss I -D. Bearing Uplift Shp Manlif. Strap Number Capacity Fastening C iO,4 L 2847 SIMPSON PA 2 3 1 3685 '18-16d R 2847 SIMPSON PA23 1 3685. --�V8 -1 —6d ALL OTHER TRUSSES i It IvA S ON RY DEA RING SIMPSON IvIETA20 1 1450 7-100x'1 1/211 WOOD FRAMED SIMPSON HICA 1 1,140 18-10d x 1 1/2" BUCKET CONNECTIONS SIMPSON HUS26 20-16d Jn O CT UPPER ROOF FRAMING PLAN �.NIOUNT STPA PS, VEMICAL LL (D COMP FILE GOMMUNIT'( IoE. blk ISSUED q.5.13 REVISED UPPER ROOF FRAMING PLAN 5cALEE: 1/4': 1'-0' IsJ WN BY: �CKEID BY: F:ET NUMBER RS2 9 ,I ; f) 2013 C/) 7� (T) UPPER ROOF FRAMING PLAN 5cALEE: 1/4': 1'-0' IsJ WN BY: �CKEID BY: F:ET NUMBER RS2 9 ,I ; f) 2013