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HomeMy WebLinkAbout1115, 1111 Petersen Plral- CA•Icf i FEB 2 4 2014 Q Application No: I -1 20 CITY OF SANFORD BUILDING & FIRE PREVENTION P RMIT APPLICATION /9? ?%7,4 Documented Construction Value: $ 1 Job Address: L�IFJ�P� 4'P'1�'rnIG�L Parcel ID: Historic District: Yes ❑ No S' Zoning: Description of Work: r�± -Sff Plan Review Contact Person: TT11A It moo Title: Yl.,llt eOGrd1V1(,l�q/ Phone: 1.U0'T - C %- V'T'(C0 Fax: -A`(Fj -111a E-mail: 1��22 QD (ift1( \A • ( ► Property Owner Information Name �J,IL. k140Vi0VA , k M, I Phone:UO`f '7T�D 5o) CC Street: (P6200 i C!E %= I�� * (AM Resident of property?: t',O I City, State Zip: Qmydo )5 ;159saa Contractor Information Name 'Sfi Lf�1�9. Vol,tyin)VI-Q_ "C'AOJI,100 Phone: Ll0`T ��-tDo Street: (Q 0Q0 L -e±,- 1 V A W Lwo Fax: � -Wo ~G��[ rj- is to City, State Zip: (0111(x► A(Q . "P\' ?39102 State License No.: � ,152CJ�a I a Architect/Engineer Information Name: ',TO (15h-ACAIn Phone: 'El ((AQ U Street: t?�`T W. Lffit aunyll Ax+; 4 in Fax: City, St, Zip: Tak,tQg .F1 "J".J Qf o E-mail: hdACAIACO_Ar iknQ:&�Vl � S�I.,IGI l ip • CnM Bonding Company: h( (Ar Mortgage Lender: W (d� Address: Ig Address: Ac a6 AfTcS a f 14'tv -PERMIT INFORMATION (-2, 9,,p/.� s��' Vel Building Permit ❑ Square Footage: RCi (v Construction Type: CPSO No. of Stories: No. of Dwelling Units: i Flood Zone: Electrical ❑ i New Service - No. of AMPS: O_Cco Mechanical ❑ (Duct layout required for i new systems) I3g3 S - �aa5 Plumbing ❑ a New Construction - No. of Fixtures: Fire Sprinkler/Alarm ❑ No. of heads: CITY OF SANFORD LFEB 2 4 2014 BUILDING & FIRE PREVENTION ERMIT APPLICATION l ' 19 ' tri%/6 Application No: � —9 Documented Construction Value: $ `(L-lfo JobAddress: IM Description of Work: Historic District: Yes ❑ No D"' Zoning: Plan Review Contact Person: r -on (kvl oloi Phone: 401-g1510- �4-1-fo Fax:IM 'C�`fF5-1 1l�tD E-mail: E1 %gn(c)1lj Oot,%If1� Property Owner Information E Name A -)AGO i (tilt✓ Phone: L(fp1 npno _r�:O Street: CD PM VQtO RYA -* UM Resident of property? City, State Zip: noko ,1K 52:EaQ Contractor Information Name jlaVL� IF . \(Q(,(1�1 , V01/100 , ( Phone: Street: U RC0 (__-�, \fh GQ 'd tf- 1 cc Fax: `J&. x� -Cl'1 CJ- lZ t a City, State Zip: nt/1(;tl(ld( ?tea State License No.:�a� l a Architect/Engineer Information l •/�:�.� .I. Street: V1` AIS.Gm ! L. M 0. Bonding Company: �c , Phone: �.1�1,1 Fax: E-mail: �(,�,IIcLZYI S10iV1 S�t,+dt t� • Cot., Mortgage Lender: i�(I Address: _A L G) /fid, 2E : &Z. %,Z ddress: 14d.4 f 4 1W. , J?97 ooze ® PERMIT INFORMATION , Building Permit ❑ Square Footage: Construction Type: No. of Stories: oQ No. of Dwelling Units: -P Flood Zone: Electrical ❑ New Service- No. of AMPS: -200 Mechanical ❑ (Duct layout required for new systems) Plumbing ❑ New Construction - No. of Fixtures: 1 Fire Sprinkler/Alarm ❑ No. of heads: The Reserve at Hidden Lakd rol ADJ. ADJUSTABLE DW. DISHWASHER H.B. HOSE BIBB REGR RECEPTACLE AIG AIR CONDITIONING PWR DRAWER HR. HOUR REF. REFERENCE ALT, ALTERNATE DWG. DRAWING HYD, HYDRANT REINF. REINFORCE (P) (INC) A.B. ANCHOR BOLT DIV, DIVISION IN. INCH R.A. RETURN AIR ABV. ABOVE DN. DOWN INCL. INCLUDE (ED) (ING) RAS ROD AND SHELF A.F.F. ABOVE FINISHED FLOOR P5. DOWNSPOUT IN5UL. IN5ULATE RM, ROOM ARCH, ARCHITECTURAL ELEG. ELECTRICAL INT, INTERIOR K.O. ROUGH OPENING AUTO. AUTOMATIG EA. EACH KIT. KITCHEN SGH. SCHEDULE A5PH. ASPHALT EQ. EQUAL LAM. LAMINATE 511T. SHEET BM. BEAM EQUIP. EQUIPMENT LAV. LAVATORY SIM. SIMILAR BRC, BEARING EXIT. EXHAUST LAUN. LAUNDRY 5.6. 50LID GORE BET. BETWEEN EXIST. EXISTING LVR, LOUVER 56L. SINGLE B.L. BUILDING LINE EXT. EXTERIOR LTG, LIGHTING SPEC. SPECIFICATION BLK. BLOCK FIN, FINI511 LT. LIGHT 50. 5QUARE BLKG, BLOCKING F.G. FIXED 6LA55 MR MACHINE BOLT 5TP. STANDARD BP. BOARD FLR FLOOR MFR. MANUFACTURE (R) 51 51EEL BOT. BOTTOM F.D. FLOOR DRAIN MA5. MASONRY 5TOR. STORAGE BLDG. BUILDING F.B. FLOOR BREAK M.O. MASONRY OPENING 5TRUGT. STRUCTURAL GAB. CABINET FLUOR. FLUORESCENT MAIL. MATERIAL SIM. SIMILAR GPT. CARPET FT. FOOT MAX. MAXIMUM SYS, SYSTEM GLC, GEILING FTG. FOOTING MECH. MECHANIC (AL) 5HT6. 5HEATHIN6 GLC. HT. CEILING HEIGHT FNP. FOUNDATION MED. MEDIUM TEL. TELEPHONE GEM, GEMENT FURR. FURRED (ING) MEMB. MEMBRANE T.V. TELEVISION GTR. GENTER FUT, FUTURE MIL. METAL TEMP. TEMPERED G.T. GERAMIG TILE FR. FRENCH MIR. MIRROR THRES. THRE5HOLP GLR. CLEAR (ANGE) F.A.U. FORGED AIR UNIT MISC. MISCELLANEOUS Tib TONGUE AND GROOVE CLO. GL05ET F.0.5. FACE OF STUD MIN. MINIMUM T8P LINE TEMP i PRESSURE LINE COL. COLUMN F.G. FIXED GLA55 MLU. MOLDING T.0.5, TOP OF 5LAB GONG. CONCRETE (GA5T-IN-PL AGE) F.5. FREE STANDING N.T.S. NOT TO 56ALE T.U.P. TOP OF PLATE COMB. GOMBU5 TION FA FLOOR J015T OFF. OFFICE TYP. TYPICAL CMU CONCRETE MA50NRY UNIT G.A. GAUGE O.G. ON CENTER T.BM. TOP OF BEAM GON5T. GON51RUGTION GALV. GALVANIZED O.H.G. OVER HEAD CABINET TPL. 'FOP PLATE CONT. CONTINUOUS OR CONTINUE G.G. GENERAL GONTRAGTOR O.H.P. OVER HEAD DOOR Uall. UNLE55 OTHERN15E NOTED GJ. CONTROL JOINT GL, GLASS, GLAZING OPG. OPENING VEST. VESTIBULE CORR. CORRIDOR GL. BLK. 6LA55 BLOCK OPT. OPTION, OPTIONAL V.G.T. VINYL COMP051TION TILE G.W. GOLD WATER GYP. BP, GYPSUM BOARD 0135. 005CURE U.I.F. VERIFY IN FIELD GER. GERAMIG GYP. GYPSUM PNL, PANEL V.T.R. VENT THROUGH ROOF GIR. CIRCLE G.1. GALVANIZED IRON P.BP, PARTICLE BOARD W.G. WATER CLOSET GLKG CAULKING ONE GYPSUM BOARD PL. PLATE HP. WATER PROOFING G.J. CEILING 1015T HPW. HARDWARE PLMB. PLUMBING w/ WITH PET. DETAIL NPR, HEADER PLWP. PLYWOOP WIN, WINPOW DIAD, DIAGONAL H.V.A(, HEATINGNENTING/ PVG. POLYVINYL CHLORIDE w/0 WITHOUT DIA. PIAMETER AIR CONDITIONING P 5.F. POUND5 PER 5QUARE FOOT WP. HOOP DIF. DIFFUSER HT, WT.) HEIGHT P.5.1. POUNDS PER 5QUARE INCH W&D WASHER AND DRYER DIM, DIMENSION H.G. HOLLOW GORE P.L. PROPERTY LINE W.I. HROURT IRON DISP. DISPENSER H.M. HOLLOW METAL PR, PAIR W.H. WATER HEATER DR. POOR HORIZ. HORIZONTAL RAP. RADIUS W.R.G.B. WATER RE515TANT GYPSUM BOARD '2 -PLEXI LOT 25-26 ELEVATION - "MEDITERRANEAN" INDEX OF DF -:,A I N65 o ARGHITEGTURAL SHEETS G5 GO\/ER SHEET A1.0 F=OUNDATION PLAN FOUNDATION DETAILS A2.0 MAIN FLOOR PLAN, FLOOR PLAN NOTE=S A2.I UFFER FLOOR PLAN, FLOOR FLAN NOTES A5.0 FRONT $ R G T E\/AT ONS A5.1 REAR FT t:-LE\/ATIONS A5.2 ROOF FLAT A4.0 BUILDING SErTIONS A5.0 MAIN FLOOR EL.EGTRIGAL FLAN A5.1 UFFER FLOOR ELEGTRIGAL FLAN GB.I GAE31 NET LAYOUTS STRUCTURAL SWEETS 51 STRUGTURAL DETAILS (I STORY 52 5TRUGTURAL DETAILS 15TORY 55 5TRUGTURAL DETAIL,5 (I STORY) 54 5TRUGTURAL. DETAILS (I $ 2 STORY 55 WATER INTRUSION DETAILS N TRU55 LAYOUT TRS 1 I LOWER ROOF/UPPER FLOOR FRAMING PLAN TR52 I UFFER ROOF FRAMING PLAN J AREA CALCULATIONS PER UNIT UPPER FLOOR LIVING AREA 9615.F. MAIN FLOOR LIVING AREA 1015.H. TOTAL LIVING AREA 1,668 5.F. PORCH 26 5F, COVERED PATIO 29 S.F. GARAGE 213 5.F. � TOTAL UNDER ROOF ®vur�®►ruG Drv�sra� : . SANFOR T14ESE PLANS ARE REVIEWED AND CONDITION� � ACCEPTED FOR PERMIT. A ISSUED PERS T� �K DEEMED PERMISSION TO PR0CEED 1p1.ATE, CANCEL, AMR AND NOT AS AUTHORITY TO V ANY OF THE PROVISIONS OF WE TECHNICAL QR SET ASIDE S NOR SHAtiI ISSUANCE OF A PERMIT R �I A CQQE . BUILDING DIVISIONFROM THEA PLANS; OR OTHER VIO�CONSTRUCTION CORRECTION OF ERRORSON DF THE CODE. I. IT 15 THE RESPONSIBILITY OF THE DR HORTON (DRH) CONTRACTORS TO REVIEW THESE PLANS AND CONTACT DRH WITH ANY GONFLI6T5 PRIOR TO THE BEGINNING ANY WORK, 2, DO NOT SCALE THESE DRAWINGS, CONTACT DRH CONSTRUCTION MANAGER WITH ANY CONFLICTS IN THE PLANS PRIOR TO BEGINNING ANY WORK. 3. IT 15 THE INTENT THAT THESE DRANIN65 BE IN CONFORMANCE KITH THE 2010 FLORIDA RESIDENTIAL CODE R301, 2008 NEG AND ALL APPLICABLE LOGAL, COUNTY, STATE AND FEDERAL GODE5, ORDINANGE5, LAWS, REGULATION5 AND RE5TRI6TIVE COVENANTS GOVERNING THE SITE OF WORK. 4.5EE DRH FOR SCOPE OF WORK AND OR 5PEGIFIGATION5 FOR ADDITIONAL INFORMATION. 5. SEE SHEET 5-1 FOR GENERAL STRUCTURAL NOTES. 6. ALL DIMENSIONS ARE FROM FACE OF -IN" BLOCK WALL (OR EDGE OF FLOOR 5LAB) TO FACE OF WALL 5TUD URO. 1. ALL INTERIOR WALL5 ARE 3V2" U.N.O. 8. AIR CONDENSER GONG. SLAB TO BE 4" THICK MINIMUM, WHEN PAD 15 NEXT TO LANAI, IT SHOULD BE SAME LEVEL A5 LANAI. q. ALL WALL CHASES TO BE GAPPED WITH 05B BOARD AT WALL. HEIGHT, 10. DRAFT5TOP 5HALL BE INSTALLED IN FLOOR TRUSS NE55 EVERY 1,000 50. FT, 11.5EE 5TRUGTURAL SHEET 5-5 FOR WATER INTRUSION APPLI6ATION5. 12. DRYER VENTED TO EXTERIOR THROUGH ROOF OR THROUGH WALL. 13, WALL SEPARATION BETWEEN GARAGE AND RESIDENCE AND ATTIC 5PAGF TO BE 1/2" 6YP5UM BOARD APPLIED TO GARAGE WALL AND GEILING • a COMP FILE - ISSUED q.5.0 (DEVISED 2.11.14 ISSUED 02-12-2014 SHEET INDEX - 2 STORY • PLAN DATA • s • DWN BY: R.R. CHECKED BY: D.U. s • • SHEET NUMBER • CS s OF • �r Q� r-- N J N O J SHEET INDEX - 2 STORY • PLAN DATA • s • DWN BY: R.R. CHECKED BY: D.U. s • • SHEET NUMBER • CS s OF • �r a�L CONIC. PATIO I I I CONC. PATIO 42'•0' 2' I f-- INDICATE61- 05 VERT, REBAR IN MA50NRY CELL FILLED SOLID W/ CONCRETE. VERT. REINF. SHALL BE HOOKED INTO BEAM ABOVE FTG. BELOW PROVIDE 25' MIN. cc� CF3 (CF CF5 LAP WHERE SPLICED AND WIRE Q Q TOGETHER 6 1'•6' P -v S'-0' �I' 0' , 1'-6' 8' 4'-0' 1'-4' 24' 24' 1'-4' 44' 1 8' I'-6' I'•0' 8'-0' I'-0' I'-6' 13'-0' FOUNDATION PLAN SCALE: I/4' -1'-0' SLAB LEG, END ��Q .... f,�FOENTEP CESS ON SLAB __.. – ------------ — Q - -�-- = -- - - -- -_'■ ■ - - ■ DENOTES ONE #5 VERT. REBAR CELL FILLED SOLID FROM FTG. TO TIE BEAM ® DENOTES TWO #5 VERT. REBAR CELL FILLED cn C) ❑ CFL} – – `n – .�, - I I INDICATES OPENING I ■ ■ _. - ::_ .Y: �::::. I —----— = _.....■ - ■ I IN WALL I ._...... __.�...-_ ■L ABOVE - rYP----- ' ::�:::. _... - ....-_ .-��:::� � -...._ ® 1/2' P RECE55 FOR C N R1 ■ LO � • O s SLIDING GLA56 DOOR I CFS I CF5 SLIDING GLA55 DOOR A/C CONDEN5ER PAD VERIFY 51ZE 4 LOCATION I IN FIELD, VERIFY CONDENSER TO PAD CONNECTION WITH MANUR I I ■ i I I I � INDICATES OPENING I I I I IN WALL APOVE - I—r _ I w TYP. cO CFS} -■ I f O OA% BELOW CABINET I I TO CHME BELOW CABINET I Off 5 I I Q CABINET FACE I I 3 CABINET FACE —Q ■ � I ' I � I ■ " 1 I 2X4 PLUMB WALL ...... .......... ... 2X4 PLUMB WALL — Q r L- -- ------ I I -- -� ®P AV I cF2 I I CF I ■ I --j o — .21 ® I � r I _ 2X6 PLUMB WALL I I I I 2X6 PLUMB WALL ■ 2X8 PLUMB WALL FOR WA5TE LINEI -1 I W/C 2X8 PLUMB WALL FOR WASTE LINE — __ �' F- - . IL-------- - - ---�� - - 1.3' ------- FF 5' 4' 6'-4' 6'-5' 1 2' I 5' 6'-4' 514' 8' I I I 1 ■ -,r cF2 I I I CF I 18 1 I I 4'-6' T-2' I I I 4'-2' 4'-6' I I ■ ELEVATION AT 0'.0' (A55UMED) — CC!)5 I 4 THICK, 2500 P.5.1. CONCRETE I I ` I 4' I SLAF ON GRADE W/ 6x6 WELDED WIRE MESH OR FIFER I I I MESH OVER 6 MIL VAPOR I m l ■ I I I FARRIER ON CLEAN, WELL- 1 11 4I I I ■ COMPACTED, GRANULAR FILL. I I :y UA I I I Q5 1 Z. I ry I CF5 �v - LLIPLUQ 8 II 8 8 5 -2 2 10 2 IID 5.2 51 11 14 8 3/4'p RECE55 FOR 11'� — 0-- - — — — c1=4 — w °' — — i 3/4'D RECE55 FOR eH u — GARAGE DOOR I — — — — — — — J ■ ■ 'D "2 — ■ ■ - �' ■ ■ � «, ■ ■ GARAGE DOOR I— — ----- — }HB ■ ♦ _ _ _.. �: �: =_ _ `'=- _.._ ♦ ■ IN I CFI ............. ■ ■ ♦ _ :::� �:�:::_: ....�. :..., ` 6 1'•6' P -v S'-0' �I' 0' , 1'-6' 8' 4'-0' 1'-4' 24' 24' 1'-4' 44' 1 8' I'-6' I'•0' 8'-0' I'-0' I'-6' 13'-0' FOUNDATION PLAN SCALE: I/4' -1'-0' SLAB LEG, END ��Q .... f,�FOENTEP CESS ON SLAB ........................... ENING IN WALL ABOVE X' DOWN AND MEASUREMENT IN SLAB ■ DENOTES ONE #5 VERT. REBAR CELL FILLED SOLID FROM FTG. TO TIE BEAM ® DENOTES TWO #5 VERT. REBAR CELL FILLED SOLID FROM FTG, TO TIE BEAM ❑ DENOTE5 ONE #5 VERT. REBAR GELL FILLED SOLID @ COLUMN BASE / LOW WALL I6"w x 20"d GONC, MONOLITHIC FOUNDATION 0w/ (2) #5 RE15AR CONTINUOU5. EXTERIOR OR I+OUNDATION POURED SOLID A/ GONG, 5LAE3 ON GRADE. 5EE CONSTRUCTION DETAIL5 EOR ADDITIONAL INFO. Ib"w x 12"d CONC. MONOLITHIC FOUNDATION w/ (2) 45 REBAR CONTINUOUS. INTERIOR GFS FOUNDATION POURED SOLID w/ GONG. SLAB ON GRADE. 5EE CONSTRUCTION DETAILS FOR ADDITIONAL. INFO. 12"w x a"d GONG. MONOLITHIC FOUNDATION w/ Q(1) 15 REF3AR CONTINUOUS. EXTERIOR 3 FOUNDATION POURED SOLID w/ CONC. SLAB ON GRADE. SEE CONSTRUCTION DETAILS FOR ADDITIONAL- INFO. 24"w x 12"d CONC. MONOLITHIC FOUNDATION w/ (3) 05 REBAR CONTINUOUS, INTERIOR Cr -:4) FOUNDATION POURED 50LID w/ GONG. SLAB ON GRADE. SEE CONSTRUCTION DETAILS FOR ADDITIONAL. INFO. 20"w x 20"d CONC. MONOLITHIC FOUNDATION w/ (3) 05 REBAR CONTINUOUS, EXTERIOR GF' FOUNDATION POURED SOLID w/ GONG. 5LAB ON GRADE. SEE CONSTRUCTION DETAILS FOR ADDITIONAL. INFO. TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND SPEGIFICATIONS COMPLY WITH THE MINIMUM REQUIREMENTS OF THE FLORIDA BUILDING GODS - RESIDENTIAL SECTION R30I(2010 EDITION) PLANS AND SPEGIFIGATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SEGTION IhO11,1 FOR 131� MPH WIND ZONE (2010 EDITION) THIS DRAWING 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED OR UNTIL THE REOUIREMENTS OF THE FLORIDA BUILDING CODE 15 GHANOEP. THI5 DRAWING 15 SIGNED AND SEALED FOR THE STRUCTURAL PORTIONS OF THE DRAWING ONLY. ARGHITEGTURAL, ELEGTRIGAL, OR MEGHANIGAL DETAILS, IF 51-101,NN, ARE FOR VISUAL REFERENGE ONLY AND ARE NOT COVERED UNDER THIS SEAL. NOTE: IT 15 THE GONTRAGTOR5 RE5PON51BIL ITY TO REVIEW ALL DRAWING5 BEFORE GON5TRUGTION BEGINS. THE -ENGINEER OF RECORD IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THI5 PROJECT ONLY. ANY DISGREPANGY BETWEEN FIELD GONDITIONS, OTHER DF -516N PROFESSIONALS' SHOP DRAWINGS, GONTRAGTOR5' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWING5 MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF REGORD PRIOR TO THE GOMMENGEMENT OF GON5TRUGTION. GONTRAGTOR TO VERIFY ALL DIMFN51ONS PRIOR TO START OF ANY GON5TRUGTION. THE STRUGTURES GROUP 15 NOT RESPONSIBLE FOR ANY DIMENSIONS. THE 5TRUGTURE5 GROUP IS RESPONSIBLE FOR PROPOSED GHANGES TO ORIGINAL 5TRUGTURE SHOWN ON THESE PAGES ONLY. THE STRUGTURES GROUP 15 NOT RESPON5IBLE FOR EXI5TING 5TRUGTURAL GOMPONENT5. The Structures Grog, Inc. Dr. Nick M. Bradford, P.E. S.E. FL. Reg. #.52585 CA 8956 ' 1714 N. Armenia Avenue, #B Tampa, FL 33607 Phone (813)877-3421 Fax (813)875-9320 � www.Structur•es—Group.corn 18 COMP FILE - ISSUED 9.3.13 REVISED 2.11.14 ISSUED 02-12-2014 e • FOUNDATION PLAN � • FOUNDATION DETAILS e MI • DWN B R.K. • • CHECKE B v.v. ,�, • SHE T UMBER 1.0 OF • N C� Q� F-�-1 C N LO � • O s • FOUNDATION PLAN � • FOUNDATION DETAILS e MI • DWN B R.K. • • CHECKE B v.v. ,�, • SHE T UMBER 1.0 OF • 2; 1m 5'•1' 5'-1' 9'-6' 42'•m' 19' 9''6' 5'•1' 1' A/C CONDEN5FR PAD VERIFY 517E 4 LOCATION IN FIELD, VERIFY CONDENSER TO PAD CONNECTION WITH MANUF. A/C CONDENSER PAD VERIFY 517E 4 LOCATION IN FIELD, VERIFY CONDENSER TO PAD CONNECTION WITH MANUF. MAIN FLOOR PLA .- SCALE: I/4' =1'-o' SHEAR CALCULATIONS I1'-0" HT. GMU WALL. NOTE: ALL CMU MASONRY WALLS QH61CiNED TO 10'-8" HT. GMU WALL. RE515T WIND INDUCED SHEAR FORCES. --------- ....... GMU WALL W/ I" (NOM.) PURRING. SHEAR WIND PRESSURE = 35 P5F FIRE-RESISTANT GMU WALL W/ 2" (NOM) FURRING 2ND FLOOR LEVEL C� DENOTES ONE #5 VERT. REBAR GELL FILLED 1. FRONT - BACK DIRECTION 50LID FROM FTG. TO TIE BEAM SHEAR FORCE = 24000 LB SHEAR WALL REQUIRED = 24.0 FT SHEAR WALL PROVIDED = 138 FT SAFETY FACTOR - 5.15 2. SIDE - 61DE DIRECTION HEIGHT, SHEAR FORCE - 18500 LB SHEAR WALL REQUIRED = 18.5 FT SHEAR WALL PROVIDED = 60 FT SAFETY FACTOR = 3.24 L0 IST FLOOR LEVEL • I. FRONT - BACK DIRECTION SHEAR FORCE = 38940 LB SHEAR WALL REQUIRED = 39.0 FT SHEAR WALL PROVIDED = 144 FT SAFETY FACTOR 3.69 2. SIDE - 51DE DIRECTION SHEAR FORCE = 31100 LB SHEAR WALL REQUIRED = 31.0 FT SHEAR WALL PROVIDED = 34.0 FT SAFETY FACTOR = 1.01 SOL LE6END I1'-0" HT. GMU WALL. RECORD 15 RESFON5115LE FOR THE STRUCTURAL INTFORITY OF THI5 10'-8" HT. GMU WALL. PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, --------- ....... GMU WALL W/ I" (NOM.) PURRING. FIRE-RESISTANT GMU WALL W/ 2" (NOM) FURRING EACH SIDE C� DENOTES ONE #5 VERT. REBAR GELL FILLED ® 50LID FROM FTG. TO TIE BEAM DENOTES TWO #5 VERT. REBAR CELL PILLED ® SOLID FROM FTG. TO TIE BEAM o DENOTES ONE #5 VERT. REBAR CELL FILLED 50LID @ GOLUMN BASE / LOW WALL 7� INT. BEARING FRAME WALL- SEE FLOOR PLAN FOR HEIGHT. INT. NON-BEARING WALL- SEE FLOOR PLAN FOR HEIGHT, LrLE;�O R 5CF_rUL,F_ (70 CMU) (2) 2" X 12" PRE55URE TREATED WOOD LEGDER N/ '4 EPDXY ANGHOR BOLT5 5PAGED @ 24" O.G. (TWO UJLI RON5 5TA66ER PATTERN) INTO MA5ONRY/GOGRETE WALL. (6" EMBEDMENT IN GONGRETE N/ 5IMP50N 5ET EPDXY). LE-12r-7ES 5CEt�)ULE (70 VMU) (2) 2" X 8" PRE55URE TREATED NOOD LEGOER N/ %" � EPDXY ANCHOR DOLTS 5PAGED @ 24" O.G. (TWO �1-2 ROWS STAGGER PATTERN) INTO MASONRY/GONGRETE WALL. (6" EMDEDMENT IN CONCRETE N/ 51MP50N 5ET EPDXY). 57RUCJURAL, N®ir= ATTACH WOOD rRAME WALL TO MA50NRY w/ 58 cl EPDXY ANCHOR B0LT5, 5PACED'@ 24' O.C. (6" EMBED. SIMPSON SET EPDXY) F05T 5OF_r;)UL E: OP2 (3) 2"X4" WE)JACK P05T w/ (2) 51MP50N L5TA24 (WD. BEAM) OR (1) 51MP50N HTT4 (MA50NRY/ CONCRETE)'a BA5E, UN.O. BLOCK BEARING SOLID, HrAt-:)ER SC H' J:�ULr= (2) 2'Xb' WD. HEADER w/ I/2' PLY, WD, FLITCH PLATE w/ (1) 51HP50N L5TA24 Q EA. END. SUPPORT END5 w/ (3) HI 2"X4' (MIN, DEPTH) WD. JACK POSTS w/ SIMP50N w/ (1) 6IMP50N HTT4 (MASONRY) OR (1)6IMP50N L5TA24 (0, BEAM) 0 BA5E U.N.O. (2) 2'X12' WD. HEADER w/ 1/2" PLY. WD. FLITCH PLATE w/ (2) 51MP50N L5TA24 � EA. END. SUPPORT ENDS w/ (3) (�)"2'X4" (MIN. DEPTH) WD. JACK P05T5 w/ 51MP50N w/ (1) 51MP50N HTT4 (MASONRY) OR (2) 51MP50N L5TA24 (WD. BEAM) 0 BASE U.N.O. L I Nfi�L. 5C HF_PUL E- VXS" PRECAST LINTEL GROUTED 50L0 w/ (1) # 5 REBAR. INSTALL AS PER CONSTRUCTION DETAILS ON THE CONSTRUCTION DETAIL SHEETS. 8'X16" MA50NRY COMP051TE BEAM GROUTED SOLID w/ (1) #5 REBAR IN PRECAST LINTEL AND KNOCK -OUT 0[_2 BLOCK COURSE ABOVE, INSTALL AS PER CONSTRUCTION DETAILS ON THE CONSTRUCTION DETAIL SHEETS. NOTE: ALL PRECAST/POWERDOX LINTELS SHALL BE 5UPPORTED DURING CONCRETE CURE. TO THE BEST OF THE ENGINEER'5 KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM REOUIREMENT5 OF THE FLORIDA BUILDING CODE - RESIDENTIAL SECTION R501(2010 EDITION) PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 160q FOR 15q MPH WIND ZONE (2010 EDITION) THIS DRAWING 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 516NE17 AND SEALED OR UNTIL THE REG2UIREMENT5 OF THE FLORIDA BUILDING CODE 15 CHANGED. THI5 DRAWING 15 SIGNED AND SEALED FOR THE STRUCTURAL PORTIONS OF THE DRAWING ONLY. ARCHITEGTURAL, ELEGTRIGAL, OR MECHANICAL DETAILS, IF SHOWN, ARE FOR VISUAL REFERENCE ONLY AND ARE NOT COVERED UNDER THIS SEAL. NOTE: IT 15 THE CONTRACTORS RE5PON515ILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BE01N5. THE ENGINEER OF RECORD 15 RESFON5115LE FOR THE STRUCTURAL INTFORITY OF THI5 PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, vi OTHER DESIGN PROFESSIONALS' SHOP DRAWING5, CONTRACTORS' BUILDING METHODS, AND THESE 516NED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD C� PRIOR TO THE COMMENCEMENT OF CON5TRUCTION. O CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY CONSTRUCTION. THE STRUCTURES GROUP 15 NOT RESPONSIBLE FOR o ANY DIMENSIONS. THE STRUCTURES GROUP 15 RESPONSIBLE FOR PROPOSED CHANGES TO ORIGINAL 5TRUGTURE SHOWN ON THESE PAGES ONLY. THE STRUCTURES GROUP 15 NOT RESPONSIBLE FOR EXISTING STRUCTURAL COMPONENTS. I" The Structures Grog, Inc. Dr. Nick M. Bradford, P.E. S.E. " FL. Reg. #52585 CA 8956 1714 N. Armenia Avenue, #B Tarnpa, FL 33607 Phone (013)877-3421 Fax (813)875-9320 www.Structures—Group.com • , COMP FILE - ISSUED 9.3.13 REVISED 2.11.14 ISSUED 02-12-2014 EFLOOR S �mlq 1 C •• tmw rr I I • SHE T UMBER .o OF vi C� Q.) W O I®�'1 � I CO L0 s • EFLOOR S �mlq 1 C •• tmw rr I I • SHE T UMBER .o OF II d7'l0�' SCALE: 114' =1'-0' r SHEAR CALCULATIONS 124' 19'-0" HT. GMU WALL. 1'-4' 1 6'-4' 1'-4' g .01 SHEAR WIND PRESSURE = 35 P5F EACH 51DE 2ND FLOOR LEvEL DENOTES ONE #5 VERT. REBAR GELL FILLED I. FRONT - BACK DIRECTION DENOTES TWO #5 VERT. REBAR GELL FILLED SHEAR FORCE - 24000 LE3 SHEAR WALL REQUIRED = 24.0 FT SHEAR WALL PROVIDED = 138 FT wl LI 4,0 wl L.I I wl 8 wl l_i HEIGHT, SHEAR FORCE - 18500 3050 5N EGRIE55I 3050 5N EGRE55 3050 5H FGRF55 3050 5N EGRF55 SHEAR WALL PROVIDED = Liv RR Liv OWNER'S 3.24 OWNER'S--,L$v RR Liv - -y I. FRONT - BACK DIRECTION BATH SHEAR FORCE = BATH - "" 4' 1' 6' S'•4' CLG. 12' II' d 12' II' V-4' CLG. 3' 6 4'-1' 2. SIDE - 51DE DIRECTION SHEAR FORCE = 31100 LB SHEAR WALL REQUIRED 31.0 FT SHEAR WALL PROVIDED 34.0 FT SAFETY FACTOR - 1.01 2a6S CPT. N.5. 2a6a TEMP. GLA55 ENCL TEMP, GLA55 ENCL. 3' 6' FULL WALL TO 84" m FULL WALL TO V' 314' WIc OWNER'S 4 OWNER'S WIc, SHOWER SUITE SUITE SHOWER V-4' CLG. 64 CLG. IR�2S 2Xj WALL-- W.I.0 8' I' 4'-1' 3' 9' 4'-1' 41' 3' 9' 4'-1'71 I 2868 2868 I I I W.I.C. I �� I W.I.C. V-4' CLG. BEDROOM ro 3 I I I ► w W BEDROOM 3 8'-4' CLG. V-41 SEE MAIN FLOOR 5EE MAIN FLOOR FOR 5TAIR DATA FOR STAIR DATA Y i 22'x30' ATTIC b 22'x30' ATTIC I ACCE55 286 DN d DN ACCE55 2868 �'.".I.C. 4068 PAIR I 4068 PAIR W.I.C, I 31-61 CLI 8 �' 51.11 [x I 1-1 V-4' CLG. tY 3' b' CLR R5 R4S 2X6 WALL MI 5 5N2X6 5 SH WALL LAY Wic 42' N. KNEEWALL 42' N. KNEEWALL ° Av a X . c X «� u> BATH 6 �� Wic WH 2 Uu 3' 3' 5'-I CPT. 3,1 4' 4' 0' 4'4 3' 1' PT-_)N.S. 5' 10' 3'-TN.S.- 4' 0' ° 2868 — — - RAS — — — HANDRAIL IN5TALLED +36' ABV. 5TAIR NOSING LANDING u �' HANDRAIL INSTALLED 9 _ +36' ABV. 5TAIR N06ING -- R�5 — — — — — 4068 PAIR OR u --OR LANDING - - — 4068 PAIR z r- z I < � � IW I i i I Di � p LAUN PRt !—� L ! 1L NDRI� I Ix IQ 8'-4' CLG. s' XI D I WI BEDROOM 2 — II L —�' BEDROOM 2 I V-4' CLG. 16'X36" F.G. 16'X3 ' F.G. 16'X136' F.G. 16'X36' F.G. wl wl I wl wl s 3050 0.4 EGRE55 OSI 3050 5 FGRF55 O[1 - 4.0 i 6' 6' 6'-6' 1'-4' 2'-2' T-6' I 2'-2' 2'-10' 6'-6' 61.61 I 1610, 134' 42 0' SCALE: 114' =1'-0' r SHEAR CALCULATIONS 19'-0" HT. GMU WALL. NOTE: ALL CMU MASONRY WALLS DE51GNEO TO 10'-8" HT. GMU WALL. RE515T WIND INDUCED 5HFAR FORCES. GMU WALL W/ I" (NOM.) FURRING. SHEAR WIND PRESSURE = 35 P5F EACH 51DE 2ND FLOOR LEvEL DENOTES ONE #5 VERT. REBAR GELL FILLED I. FRONT - BACK DIRECTION DENOTES TWO #5 VERT. REBAR GELL FILLED SHEAR FORCE - 24000 LE3 SHEAR WALL REQUIRED = 24.0 FT SHEAR WALL PROVIDED = 138 FT SAFETY FACTOR = 5.15 Q� 2. SIDE - SIDE DIRECTION HEIGHT, SHEAR FORCE - 18500 1_5 SHEAR WALL REQUIRED = 18.5 FT SHEAR WALL PROVIDED = 60 FT SAFETY FACTOR = 3.24 15T FLOOR LEVEL I. FRONT - BACK DIRECTION SHEAR FORCE = 38940 LD SHEAR WALL REaUIRE0 = 39.0 FT SHEAR WALL PROVIDED = 144 FT SAFETY FACTOR = 3.69 2. SIDE - 51DE DIRECTION SHEAR FORCE = 31100 LB SHEAR WALL REQUIRED 31.0 FT SHEAR WALL PROVIDED 34.0 FT SAFETY FACTOR - 1.01 ALL LEG -END 19'-0" HT. GMU WALL. • 10'-8" HT. GMU WALL. GMU WALL W/ I" (NOM.) FURRING. FIRE-RE515TANT GMU WALL W/ 2" (NOM.) FURRING EACH 51DE ® DENOTES ONE #5 VERT. REBAR GELL FILLED SOLIP FROM FTG. TO TIE BEAM DENOTES TWO #5 VERT. REBAR GELL FILLED 50LID FROM FTG. TO TIE BEAM DENOTES ONE #5 VERT. REBAR GELL FILLED SOLID @ GOLUMN BASE / LOW WALL INT. BEARING FRAME WALL- SEE FLOOR PLAN FOR HEIGHT. Q� INT. NON-BEARING WALL- SEE FLOOR PLAN FOR HEIGHT, FC5T �CHE:IULE (3) 2'X4' UID. JACK P05T w/ (2) 51MP50N L5TA24 (WD, P2 BEAM) OR (U 51MP50N NTT4 (MASONRY/ CONCRETE) � BASE. U.N.O. BLOCK BEARING SOLID. HF_Ar;)ER 5CHE1;)ULrz (2) 2"XS" WD. HEADER w/ 1/2" PLY. WD. FLITCH PLATE w/ (1) 51MPSON L5TA24 @ EA. END. SUPPORT ENDS w/ (3) 1 2"X4' (MIN. DEPTH) WD. JACK P05T5 w/ SIMP50N w/ (1) 51MP50N NTT4 (MASONRY) OR (1) 51MP50N L5TA24 (WD. REAM) q RASE U.N.O. (2) 2'X12" WD. HEADER w/ 1/2" PLY. WD. FLITCH PLATE w/ 0�(2) 22)51MP50N L5TA24 'a EA. END. SUPPORT ENDS w/ (3) 2'x4' (MIN. DEPTH) WD, JACK P05T5 w/ 51MP50N w/ (1) 51MP50N NTT4 (MA50NR1 OR l2) 51MP50N L5TA24 (WD. BEAM) v DA5E U.N.O. L I Ni'r=-L QC H��IJLrz S'XS' PRECAST LINTEL GROUTED 30LID w/ (1) # 5 LI REBAR. INSTALL A5 PER CONSTRUCTION DETAIL5 ON THE CONSTRUCTION DETAIL 5HEET5, S'XI6' MASONRY COMP061TE DEAN GROUTED SOLID w/ (1) 15 REDAR IN PRECAST LINTEL AND KNOCK -OUT 9 BLOCK COUR5E ADOYE. IN5tALL A5 PER CONSTRUCTION DETAIL5 ON THE CONSTRUCTION DETAIL 5HEET5. NOTE: ALL PRECAST/POWERDOX LINTEL5 SHALL 5E SUPPORTED DURING CONCRETE CURE. TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND SPEGIFIGATIONS GOMPL Y WITH THE MINIMUM REOUIREMENT5 OF THE FLORIDA BUILDING GODS - RE51DENTIAL SECTION R301(2010 EDITION) PLANS AND 5PEGIFIGATIONS COMPLY WITH THE FLORIDA E31JILDINO CODE, 5EGTION 160a FOR 13a MPH WIND ZONE (2010 EDITION) TH15 DRAWING 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED OR UNTIL THE REG2UIREMENT5 OF THE FLORIDA BUILDING CODE 15 GHANGED. TH15 DRAWING 15 SIGNED AND SEALED FOR THE STRUGTIJRAL PORTIONS OF THE DRAWING ONLY. ARGHITEGTURAL, ELEGTRIGAL, OR MEGHANIGAL DETAIL5, IF 5HOWN, ARE FOR VISUAL. REFERENCE ONLY AND ARE NOT GOVERED UNDER THIS SEAL. NOTE: IT 15 THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE GONSTRUGTION BEGINS. THE ENGINEER OF RECORD 15 RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY D15GREPANGY BETWEEN FIELD CONDITION5, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, GONTRAGTOR5' BUILDING METHODS, AND THESE 51ONED AND SEALED DRAWIN65 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 GONSTRUGTION. THE STRUCTURES GROUP 15 NOT RESPONSIBLE FOR ANY DIMENSIONS. THE STRUGTURES GROUP 15 RESPONSIBLE FOR PROPOSED GHANGES TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES ONLY. THE STRUGTURE5 GROUP 15 NOT RESPONSIBLE FOR EXISTING 5TRUGTURAL COMPONENTS. The Structures Group, Inc. Dr. Nick M. Bradford, P.E. S.E. FL. Reg. #52585 CA 8956 1714 N. Armenia Avenue, #B Tampa, FL 33607 \w Phone (813)877-3421 Fax (813)875-9320 www.StrucLures- Gro up. coal COMP FILE ISSUED q.3B REVISED 2.11.14 ISSUED 02-12-2014 UPPER FLOOR PLAN FLOOR PLAN NOTES DWN B CHECKE Y: D.D. • • aHEE NUMBER ,1 OF , FEB 1 2 14 • QJ Q� 7 1 UPPER FLOOR PLAN FLOOR PLAN NOTES DWN B CHECKE Y: D.D. • • aHEE NUMBER ,1 OF , FEB 1 2 14 2'X11' RAISED BANDING (+IR') 4'X18' IRA15ED BANDING (+I') 8'X4' RA15ED BANDING FOAM DETAIL 2' RAISED FOAM (+67 RAISED FOAM Or DECORATIVE CORBEL -4- r- -CTURAL COMP051TE ROOF SHINGLE- TYR ;G. HT. �- TOW OL �. NT. 4' BANDING (+2� �l 12' BANDING (+ FIN. 2ND 15T. F - WIND Nq. E 2 DECORATIVE WINDOW SILL DETAIL % SCALE: 11/2' = 1'-0' MAINTAIN MIN. DISTANCE FOR HURRICANE SHUTTER ATTACHMENT A5 REGUIRED BY CODE DEGORATIVE FOAM TRIM ✓ 5AND FIN15H 5TU000 FIN15H PAINTED TRIM GOLOR J DECORATIVE SHUTTERS WINDOW FRAME MAINTAIN MIN. P15TANGE FOR HURRICANE 1 SHUTTER ATTACHMENT AS REQUIRED BY ..--...... CODE DECORATIVE 5HUTTER5 WINDOW FRAME 5AND FINISH STUCCO FINISH PAINTED TRIM COLOR DEGORATIVE FOAM 51LL MAINTAIN MIN. DISTANCE FOR HURRICANE SHUTTER ATTACHMENT A5 REG2UIRED E3Y CODE SHUTTER DETAIL J SCALE: 1/2' = 1'-0' 61 $' Ik - : I 1' 4' I FOAM CORBEL DETAIL C-4) SCALE: 11/2 = 1'-0' -All T.Or1. ARG, NT, WINDOW HID. NT. FLUSH STUCCO TO MATCH - MAIN BODY FINISH )ECORATIVE 5HUTTER - TYP.- (5EE DETAIL 3/A30) -� CI.GtHfi. 9'� 4� Ak WINDOW HP. NT. RIGHT ELEVATION 12 b V RAISED BANDING (+1.5') 6:12 I 3.0 4 FYPON SX24X2 V RAISED BANDING bl') DECORATIVE LOUVER , I ------ ----- 21 - F-RONT ELEVATION SCALE: 1/4' - 1'-0' 6:12 — 4' RAISED BANDING ARCHITECTURAL CONP051TE ROOF SHINGLE- TYP. 12 6 03b. BANDING (+1.5') T.O.M. r, — — — PRG. NTS WINDOW DECNq.TIVE N� _-_____----ORA5H fTER - TYF -- "' (5EE DETAIL 3/A30) ❑a oo _m r - �)4' BANDING (+2D') of 12" BANDING (+10' FIN. 2N . 15T. FLK O, CLG, NT, V-4' WINDOW OL HD. NT. -GOAGN LIGHT +102' A.T.O.S. �3)8' BANDING (6') NOTE: FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTER5ECTION5, DECK AND WALL INTERSECTIONS, AT GUTTER5, AT ALL CHANGES IN ROOF 5LOPE OR DIRECTION, AND AROUND ROOF OPENINGS. FI� LL HEIGHT5 VERIFY ALL SEARING WALL HEIGHT5 WITH AL TRU55 LAYOUTS EXTERIOR FINISH NOTES I. CEMENT PLA5TER FIN15H OVER CONCRETE MASONRY 5HALL BE 5/5' THICK TEXTURED PER COMMUNITY SPECIFICATIONS, 2, CEMENT PLASTER FIN15H OVER FRAMED WALLS 5HALL BE 1/6' (3 -GOAT) TEXTURED PER COMMUNITY 5PECIFIGATION5, OVER ASPHALT IMPREGNATED PAPER BACK WIRE LATH, OVER HOU5E WRAP o/ EXTERIOR 5HEATHING PER STRUCTURAL DRAWINGS, LATHE TO BE FURRED OUT FROM BACKING BY AN APPROVED METHOD, FBC R103b. 3. FRONT ELEVATIONS: BANDING, MOLDING, COLUMN5 4 TRIM 5HALL RECEIVED A 5AND FIN15H. 5EE ELEVATION FOR DEPTH OF RA15ED BANDING. 4.51DE 4 REAR ELEVATION: BANDING AROUND WINDOW5 4 DOORS MAY BE OPTIONAL PER COMMUNITY 5PEC5 -5EE COMMUNITY 5PECIFICATION5 OR CONSULT D.R. NORTON CONSTRUCTION MANAGER ALL BANDING SHALL REGEIVE A 5AND FIN15H. 5. ROOF COVERING: 5EE COMMUNITY 6PECIFICATION5 OR CONSULT D, HORTON CON5TRUCTION MANAGER, 5EE 5TRUCTURAL 6HEET5 FOR 5HEATHING REQUIREMENTS, TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND SPEGIFIGATIONS COMPLY WITH THE MINIMUM REQUIREMENTS OF THE FLORIDA BUILDING CODE - RESIDENTIAL 5EGTION R30I(20I0 EDITION) PLANS AND SPEGIFIGATIONS COMPLY WITH THE FLORIDA BUILDING GODS, SECTION 1601 FOR 151 MPH WIND ZONE (2010 EDITION) TH15 DRAWING 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED OR UNTIL THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 15 GHAN61nD. THI5 DRAWING 15 5I(5,NED AND SEALED FOR THE STRUCTURAL PORTIONS OF THE DRAWING ONLY. ARGHITEGTURAL, ELECTRICAL, OR MEGHANIGAL DETAILS, IF SHOWN, ARE FOR VISUAL REFERENGE ONLY AND ARE NOT COVERED UNDER THI5 SEAL. NOTE: IT 15 THE GONTRAGTORS RE5PON5151LITY TO REVIEW ALL DRAWINGS BEFORE GON5TRUGTION BEGINS. THE ENGINEER OF RECORD 15 RESPONSIBLE FOR THE 5TRUGTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DE51ON PROFE5510NAL5' 5HOP DRAWINGS, CONTRAGTOR5' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWING5 MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUGTION. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY GONSTRUGTION. THE STRIJGTURES GROUP 15 NOT RESPONSIBLE FOR ANY DIMENSIONS. THE 5TRIJGTURES GROUP 15 RESPONSIBLE FOR PROPOSED GHAN6E5 TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES ONLY. THE STRUGTURES GROUP 15 NOT RE5PON51BLE FOR EXI5TING STRUCTURAL COMPONENTS. The Structures Group, Inc. Dr. Nick M. Bradford, P.E. S.E. FL. Reg. #52585 CA 8956 1714 N. Armenia Avenue, #D v- Tarnpa, FL 33607 Phone (813)877-3421 Fax (813)875-9320 www.SLructures—C7roup.corri e e COMP FILE - ISSUED 9 x,13 REVISED 2.11,14 ISSUED 02-12-2014 ami � Io a CO �s �W w 0 a P. W U � c � Q> ANmf c 1z -f r s • �y C/1 u� d i3 �-�-I C e e COMP FILE - ISSUED 9 x,13 REVISED 2.11,14 ISSUED 02-12-2014 ami � Io a CO �s �W w 0 a P. W U � c � Q> ANmf c 1z -f r 4 t e FRONT RIGHT R R G T ELEYATIONS ELEVATION DETAIL5 • e e DWN Y: R.R. CHECI fD BY: D.D. • • SHEk NUMBER e ,Q e OF e s � C/1 �-�-I C N LO O J 4 t e FRONT RIGHT R R G T ELEYATIONS ELEVATION DETAIL5 • e e DWN Y: R.R. CHECI fD BY: D.D. • • SHEk NUMBER e ,Q e OF e ARCHITECTURAL COMP051TE ROOF 5HING elm T.01 � ND Hq. { O.M. G. W �- VOW ), K 1' BANDING NO') 12' BANDING (+1.0' FLR HT. 9'-4' 60W ). HT. ARCHITECTURAL COMP051TE ROOF SHINGLE- TTP. j, WINDOW IV HP. HT. j, FIN. 2ND. FL.R 15T, rLR CA HT. 9'-4' WINDOW HP, HT. LEFT ELEVATION SCALE: 1/4' - 1'-0' REAR ELEVATION SCALE: 1/4' = 1'-0' 7- NOTE: FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. WALL HEIGHTS VERIFY ALL BEARING WALL HEIGHTS WITH FINAL TRU55 LAYOUTS EXTERIOR FINISH NOTES I. CEMENT PLASTER FINISH OVER CONCRETE MASONRY SHALL BE 5/V THICK TEXTURED PER COMMUNITY SPECIFICATIONS. 2. CEMENT PLASTER FINISH OVER FRAMED WALL5 SHALL BE 1/V (3 -COAT) TEXTURED PER COMMUNITY SPECIFICATIONS, OVER ASPHALT IMPREGNATED PAPER BACK WIRE LATH, OVER HOUSE WRAP o/ EXTERIOR SHEATHING PER STRUCTURAL DRAWINGS. LATHE TO BE FURRED OUT FROM BACKING BY AN APPROVED METHOD, FDC 8103.6. 3. FRONT ELEVATIONS: BANDING, MOLDING, COLUMNS 4 TRIM SHALL RECEIVED A SAND FINISH. SEE ELEVATION FOR DEPTH OF RA15ED BANDING. 4.51DE 4 REAR ELEVATION: BANDING AROUND WINDOWS 4 DOORS MAI' BE OPTIONAL PER COMMUNITY 5PEC5 -SEE COMMUNITY SPECIFICATIONS OR CONSULT DR, HORTON CONSTRUCTION MANAGER ALL BANDING SHALL RECEIVE A SAND PIN15H, 5. ROOF COVERING: SEE COMMUNITY 6PECIFICATION5 OR CONSULT D.R. HORTON CONSTRUCTION MANAGER. SEE STRUCTURAL SHEETS FOR SHEATHING REQUIREMENTS. TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS GOMPLY WITH THE MINIMUM REQUIREMENTS OF THE FLORIDA DUILDING GORE - RESIDENTIAL SEGTION R501(2010 EDITION) PLANS AND SPEGIFIGATION5 COMPLY WITH THE FLORIDA BUILDING (,ODE, SECTION I60G FOR 13Q MPH WIND ZONE (2010 EDITION) TH15 DRAWING 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED OR UNTIL THE REOUIREMENT5 OF THE FLORIDA BUILDING CODE 15 CHANGED. THIS DRAWING I5 51GNE17 AND SEALED FOR THE STRUCTURAL PORTIONS OF THE DRAWING ONLY. ARCHITECTURAL, ELEGTRGAL, OR MECHANICAL DETAILS, IF SHORN, ARE FOR \/15UAL REFERENCE ONLY AND ARE NOT COVERED UNDER THIS 5EAL. NOTE: IT 15 THE CONTRACTORS RE5PON510ILITY TO RE\/IEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. THE ENGINEER OF RECORD 15 RE5PON5151-E FOR THE STRUCTURAL INTEGRITY OF TH15 PRO.JEGT ONLY. ANY DISCREPANGY BETWEEN FIELD CONDITIONS, OTHER DE516N PROFE55IONALS' SHOP 7,)RAWIN05, CONTRAGTOR5' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF GON5TRUGTION. GONTRAGTOR TO \/ERIFY ALL DIMENSIONS PRIOR TO START OF ANY CONSTRUCTION. THE STRUCTURES GROUP 15 NOT RESPONSIBLE FOR ANY DIMENSIONS. THE STRUCTURES GROUP 15 RESFON515LE FOR PROPOSED GHANCGE5 TO ORIGINAL. STRUCTURE SHOWN ON THESE PAOE75 ONLY. THE STRUCTURES GROUP 15 NOT RE5PON51BLE FOR EXISTING STRUCTURAL COMPONENTS. The Structures Group, Inc. Dr. Nick M. Bradford, P.L. S.L. 11'L. Reg. #52585 CA 3956 1714 N. At-menia Avenue, #B Tampa, FL 33607 Phone (813)877-3421 Pax (813)875-9320 www.SLructures—Grou1).coin • • COMP FILE ISSUED Q.3.13 REVISED 2.11.14 ISSUED 02-12-2014 c q, W O w� �l 0 v kj vi P, �j P4 a Oma. o�� X90 REAR 4 LEFT ELEVATION5 NATION DETAIL -5 • • \ � 11 SHE NUMBER • OF • FEB'1 2014 Cl� Qa N O REAR 4 LEFT ELEVATION5 NATION DETAIL -5 • • \ � 11 SHE NUMBER • OF • FEB'1 2014 (FRONT ELE 31-81 L 31'8' L 5'-41 L 5'.4" 1 5'-4' 1 5'•4' 1 51•4" �. 5'-4' 1 5'-8' RAKE WALL DETAIL 5CALE: 1/4' = 1'-0' VERTICAL REINFORCEMENT SPACING M CGNTINLIED FROM SECOW FLOOR WALLS PARTY WALL G. NT. -' Q 101-a' a GAST IN PLACE CONCRETE WALL - 0A, WALE RAKE WALL DETAIL ENTRY PARTY WALL 5CALE: 1/4" = 1'-0' WILE END WALL ROOF PLAN 5CALE: 1/4" - 1'-0' //]]�� FIRE STOP // 4''J' 4'-0' I'-2' TTP. 9 LADLE _..._ .... ...... ....... .- I...... ...... .... __ GADLE END WALL L CA Z Lu I _y r COUP FILE - ISSUED 9,3.13 REVISED 2.11.14 ISSUED 02-12-2014 a • s Q� C� h� :.lo COUP FILE - ISSUED 9,3.13 REVISED 2.11.14 ISSUED 02-12-2014 �RDOF PIAN • DWN BY: R.R, • . CHECKED BY: DD. • SHEET NUMBER • A3.2 s OF • Q� C� h� N a ° L J ° �RDOF PIAN • DWN BY: R.R, • . CHECKED BY: DD. • SHEET NUMBER • A3.2 s OF • HANDRAILS SHALL NOT BE LE55 THAN 34" OR MORE THAN 36" IN HEIGHT ABOVE THE STAIR NOSING. HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS. HANDRAIL5 SHALL BE I I/2" CLEAR OF ALL ADJACENT FINISH MATERIALS AND ENDS SHALL RETURN TO WALL OR 2X6 LEDGER ATTACHED TO TERMINATE IN NENEL POSTS OR SAFE TERMINALS. HANDR.AIL5 SHALL BE 11/4"-2" IN GROSS SECTIONAL DIMENSION, OR APPROVED EQUIVALENT, AND BE SMOOTH WITH NO SHARP EDGES/GORNERS. VOL. STA66EPEO STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL BUILDING DEPARTMENT APPROVAL REOUIREMENT5 FOR w� THE PRODUGT5 THE'f PROVIDE OR INSTALL SHOULD COMPLY W/ 2010 FLORIDA BUILDING CODE E 5/6" PLYWOOD RI5ER5 (TYP.) 2x12 NOTCHED STRINGER GUARDRAILS SHALL NUT BE LE55 THAN 56" IN J 51MP50N L550 OR EQUAL HEIGHT. 2X8 JOIST @ LANDING p�p tx y AND CEILING OF FNGLOSED U5ABLE SPACE UNDER STAIR 1Y1 OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERN SUCH THAT A 4" DIAMETER SPHERE GANNOT PA55 THROUGH. U 4"5PHEPE THE TRIANGULAR. OPENIN05 AT STAIR MAY NOT TREAD, RISER, 8 BOTTOM SHALL BE SUCH PA55 'THAT A 6" DIAMETER SPHERE GANNOT THROUGH PA55 THROUGH. 6" SPHERE MAY No- `'`_ PA55 THR Ghl GUARDRAIL DETAIL 56ALE: N.T5. MATCH HEIGHT OF BASEBOARD 51MP50N L5G OR t 2x12 NOTCHED 5TF 1/2 GYP. BD. AT Al AND GEILING OF EI USABLE SPACE UN[ 7X17 STRlNrlFQ4 T STRINGER/LANDING TOP D F ----.TAIL FINISHED 5URFAGE 5/4" PLYWOOD TREAD5 2X6 LEDGER ATTACHED TO MA5. W/ 114'X 3' TAPGON5 VOL. STA66EPEO 5/4" PLYWOOD TREAD5 w� E 5/6" PLYWOOD RI5ER5 (TYP.) 2x12 NOTCHED STRINGER J 51MP50N L550 OR EQUAL 51MP5ON LU526 OR EQUAL LANDING TYP.- 2X8 JOIST @ LANDING 1/2" GYP, BD. AT ALL WALL5 AND CEILING OF FNGLOSED U5ABLE SPACE UNDER STAIR 5/4" TYP GAN51ON/ GAP (TYP) — 2x6 END J015T ATTAGH 2X6 LEDGER TO EA VERT 5TUD W/ LEDGER a MASONRY (5) 1691) NAILS ALT LEDGER ® WD FRAMED WALL 2X12 STRINGERS TYP. STRINGER//LANDING DETAIL FINISHED SURFACE — 5/4" PLYWOOD TREAD5 I 2x12 NOTCHED STRINGER 5/6" PLYNOOD RISERS SECURE NOTGHED STRINGER TO FOOT N/ (2) 12d GUM MIN. SECURE FOOT TO SLAB N/ 1/4`�x3-I/2" TAPGON5 © 6" a, ALL WOOD IN DIRECT CONTACT WITH CONGRETE TO BE PRESSURE TREATED OR PROVIDE IMPERVIOU5 MEMBRANE SEPARATION A5 ALLOWED BY CODE. - 2X12 5TRINGER5 TYP TYP TYP �r XPANSI _ GAP (T`(P.)/ :FLOOR /ST'RINGER DETAIL 5GALE: N.T.5. 00 Tr w v vl N 0 BUILDING SECTION "A -A" o+l �r I BUILDING SECTION "B -B" 5CAL.E: 1/4' - 1'-0' COMP FILE - ISSUED q.3.13 REVISED 2.11.14 ISSUED 02-12-2014 • s • o� s � q 1° ° w c.i ani PA pW, o a� �mE--a CQ QQc Fw • s pUILpINCi 5EGTIG4l5 • e DWN BY: R.R, • CHECKED BY: U.U. • SHEET NUMBER • A4.0 OF I CQ pUILpINCi 5EGTIG4l5 • e DWN BY: R.R, • CHECKED BY: U.U. • SHEET NUMBER • A4.0 OF MAIN FLOOR ELECTRICAL PLAN ALL ELECTRICAL DESIGN AND WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2008 NATIONAL ELEGTRIG CODE 6ENERAL ELECTRICAL NOTES: 1) PER NEG 5EGTION 210.12(8) ALL 15A i 20A, 120V BRANGH GIRGUIT5 SUPPLYING OUTLETS REQUIRE AFGI PROTECTION. 2) CARBON MONOXIDE PROTECTION PER FLORIDA STATUTES 553.885 (2). TO BE INSTALLED WITHIN lo' OF EVERY 5LEEPIN6 ROOM. 3) PER NEC SECTION 210.8(8)(4) ALL 15A T 20A, 125V RECEPTACLES INSTALLED OUTDOORS MUST BE GFGI-PROTECTED. 4) PER NEC 5EG1ION 210.8(8)(5) ALL 15A i 20A, 125V RECEPTACLES INSTALLED WITHIN 6' OF A SINK (IN NON -DWELLING UNIT OGGUPANGIE5-i.e. OUTDOOR SUMMER KITCHENS RECEPTACLES) MUST BE GFGI-PROTEGTED. 5) PER NEC SECTION 406.8(8)(1)15A R 20A RECEPTACLES IN A WET LOCATION MUST BE WITHIN AN ENGLO5URE THAT 15 WEATHERPROOF WHEN AN ATTAGHMENT 15 PLUGGED IN AND ALL NON-LOGKING REGEPTAGLE5 SHALL BE LISTED AS HEATHER RE515TANT. 6) PER NEC 5EGTION 406.11 IN DWELLING UNIT5, ALL 15A 4 20A, 125V REGEPTAGLE5 SHALL BE LISTED A5 TAMPER-RESISTANT. 1) PER NEG SECTION 800.156 NO LE55 THAN ONE COMMUNIGArlOH5 OUTLET SHALL BE INSTALLED WITHIN EACH UHELLING UNIT. 8) PER NEC 5EGTION5 83.14.3 AND 8315.1 SMOKE DETECTOR5 TO BE INSTALLED IN51DE EA SLEEPING AREA H) PROVIDE 6A5 DROP5 A5 PER COMMUNITY ONLY 10) JUNCTION BOX AT HATER HEATER, RANGE AND/OR DRYER TO BE 220v IN NON 6A5 COMMUNITIES, AND IIOv IN COMMUNITIES THAT HAVE OAS OPTION PROVIDE APPROPRIATE REGEPTAGLE PER APPLIANCE -ELECTRICAL SYM0L KEY 0 GABLE TV DAiA OR DT DATA OUTLET –m -F 1105E BIB w/ SHUT OFF VALVE Off GA5 METER —+ H6 HOSE BIB GA5 KEY –G� FUEL 6A5 H/ SHUTOFF VALVE TELEPHONE OUTLET AT 0' ABOVE FLOOR AND COUNTER 120V DUPLEX GONVENIENGE DUPLEX OUTLET 120V DUPLEX CONVENIENCE DUPLEX OUTLET AT GOUNTER w� �L �REEPLF ID GTAGEW/G G1=1 . OF OR OUTLET 220V OUTLET 120V DUPLEX GONVENIENGE REGEPTAGLE,1/2 HOT 5HI TGHE5 3—HAY SHITGH 4—HAY SHITGH f ELECTRICAL PANEL �7 ELECTRIC METER - GA5 METER NT INTERCOM SPRINKLER PANEL HOME RUN STD. J -Box OPT. CEILING MOUNTED FAN 4 OR 5BLADE 5HLTGH V CONT ROLLED ® RECESSED FRACTIONAL HP EXHAUST FAN _ RECESSED COMBINATION OF LIGHT/EXHAUST FANH SHrrcCONTROLLED COMBO SMOKE /GARBUN MONOXIDE DETECTOR 05 SMOKE DETECTOR � CARBON MONOXIDE DETECTOR -�- RECESSED GAN J -BOX CEILING FIXTURE SPEAKER Q DIRECTIONAL EYEBALL GAN 24" FLUORE5GENr FIXTURE —� UNDER UPPER CABINET 0 0 0 0 0 INGANDE5GENT BAR LIGHT FIXTURE 46" FLUORE5GENT LIGHT FIXTURE 24" FLUORESCENT LIGHT FIXTURE V FLOOD LIGHT 5URFAGE MOUNTED INGANU. HALL LIGHT FIXTURE HALL 5GONCE U15GONNEG-1 JUNCTION BOX DOOR CHIME DOOR CHIME PU5H BUTTON THERM05TAT PUSH BUTTON ILLUMINATED ADDRE55 +84" ABOVE T.O.G. COMP FILE - ISSUED q.3,13 REVISED 2.11.14 ISSUED 02-12-2014 CA Q) 3 COMP FILE - ISSUED q.3,13 REVISED 2.11.14 ISSUED 02-12-2014 •MAIN FLOOR ELECTRICAL PLAN • • DWN BY: R.R. • CHECKED BY: F)D. • • SHEET NUMBER • A5.® OF CA Q) 7:$ 7:� C� �N J •MAIN FLOOR ELECTRICAL PLAN • • DWN BY: R.R. • CHECKED BY: F)D. • • SHEET NUMBER • A5.® OF UPPER FLOOR ELECTRICAL PLAN 5GAt_F: 114' = I'-0' ALL ELECTRICAL DE516N AND WORK SHALL BE IN STRICT 60HPLIANGE WITH THE 2008 NATIONAL ELECTRIC, CODE GENERAL ELECTRICAL NOTES: 1) PER NEG SECTION 210.12(B) ALL 15A R 20A, I20V BRANCH CIRCUITS SUPPLYING OUTLETS REOUIRE AFGI PROTECTION. 2) CARBON MONOXIDE PROTECTION PER FLORIDA STATUTES 553.885 (2). TO BE INSTALLED WITHIN IO' OF EVERY SLEEPING ROOM. 3) PER NEC SECTION 210.8(B)(4) ALL 15A R 20A, 125V RECEPTACLES INSTALLED OUTDOORS MUST BE GFCI-PROTECTED. 4) PER NEG SECTION 210.0)(5) ALL 15A 8 20A, 125V RECEPTACLES INSTALLED WITHIN 6OF A 51NK (IN NON -DWELLING UNIT OGGUPANGIE5-i.e. OUTDOOR SUMMER KITCHENS RECEPTACLES) MUST BE GFGI-PROTEGTED. 5) PER NEG SECTION 406V15)(1)15A i 20A REGEPTAGLE5 IN A NET LOCATION MUST BE WITHIN AN ENGL05URE THAT 15 WEATHERPROOF WHEN AN ATTACHMENT 15 PLUGGED IN AND ALL NUN -LOCKING RECEPTACLES SHALL BE LISTED AS WEATHER RESISTANT. 6) PER NEC SECTION 406.11 IN DWELLING UNITS, ALL 15A ,q 20A, 125V RECEPTACLES SHALL BE L15TED A5 TAMPER-RE515TANT -1) PER NEC SECTION 600.156 NO LE55 THAN ONE COMMUNICATIONS OU [LET SHALL BE INSTALLED WITHIN EACH DWELLING UNIT. 6) PER NEC 5EGTION5 83.14,3 AND R315.1 SMOKE DETECTORS TO BE INSTALLED IN51DE EA SLEEPING AREA q) PROVIDE GA5 DROPS AS PER GOMMUNITY ONLY 10) JUNCTION BOX AT WATER HEATER, RANGE AND/OR DRYER TO BE 220v IN NON GAS GOMMUNI TIE5, AND IIOv IN COMMUNITIES THAT HAVE 6A5 OPTION PROVIDE APPROPRIATE RECEPTACLE PER APPLIANCE TVM GABLE TV 90R DT DATA OUTLET �+ � 1105E BIB W/ SHUT OFF VALVE —+- HS 1105E BIB --y 6A5 KE'( FUEL 6A5 W/ SHUTOFF VALVE TELEPHONE OUTLET AT 0" ABOVE FLOOR AND COUNTER 120V DUPLEX CONVENIENCE DUPLEX OUTLET 120V DUPLEX CONVENIENCE DUPLEX OUTLET AT COUNTER wp 120V OR 24OV, WEATHERPROOF GFI DUPLEX REGEPrAGLE,W/G,F.I. 6FI GFIOUTLET 220V OUTLET 120V DUPLEX CONVENIENCE RECEPTACLE, I/2 HOT 5WITGHE5 3 -WAY 5WITGH 4 -WAY 5WITGH STD. J -BOX OF`T. GEILING MOUNTED FAN 4 OR 5 BLADE 5WITGH CONTROLLED REGE55ED FRACTIONAL HP EXHAUST FAN RECESSED COMBINATION OF LIGHT/EXHAUST FAN 5WITGH CONTROLLED COMBO SMOKE / CARBON MONOXIDE DETECTOR SMOKE DETECTOR CARBON MONOXIDE DETECTOR RECESSED GAN J -BOX GEILING FIXTURE SPEAKER Q DIRECTIONAL EYEBALL GAN 24" FLUORE5GENT FIXTURE �� UNDER UPPER CABINET 00000-1 INGANDE5GENT BAR LIGHT FIXTURE 48" FLUORESCENT LIGHT FIXTURE 24" FLUORE56EN-F LIGHT FIXTURE V FLOOD LIGHT SURFACE MOUNTED INLAND. WALL LIGHT FIXTURE WALL 56ONGE DISCONNECT JUNCTION BOX DOOR CHIME DOOR CHIME PUSH BUTTON THERMOSTAT PUSH BUTTON ILLUMINATED ADDRESS +84" ABOVE T.O.C. ELECTRICAL PANEL �] ELECTRIC METER GA5 METER ' T INTERCOM SPRINKLER PANEL HOME RUN STD. J -BOX OF`T. GEILING MOUNTED FAN 4 OR 5 BLADE 5WITGH CONTROLLED REGE55ED FRACTIONAL HP EXHAUST FAN RECESSED COMBINATION OF LIGHT/EXHAUST FAN 5WITGH CONTROLLED COMBO SMOKE / CARBON MONOXIDE DETECTOR SMOKE DETECTOR CARBON MONOXIDE DETECTOR RECESSED GAN J -BOX GEILING FIXTURE SPEAKER Q DIRECTIONAL EYEBALL GAN 24" FLUORE5GENT FIXTURE �� UNDER UPPER CABINET 00000-1 INGANDE5GENT BAR LIGHT FIXTURE 48" FLUORESCENT LIGHT FIXTURE 24" FLUORE56EN-F LIGHT FIXTURE V FLOOD LIGHT SURFACE MOUNTED INLAND. WALL LIGHT FIXTURE WALL 56ONGE DISCONNECT JUNCTION BOX DOOR CHIME DOOR CHIME PUSH BUTTON THERMOSTAT PUSH BUTTON ILLUMINATED ADDRESS +84" ABOVE T.O.C. COMP FILE - ISSUED 83.13 REVISED 2.11.14 ISSUED 02-12-2014 s • dJ Q� 7) a COMP FILE - ISSUED 83.13 REVISED 2.11.14 ISSUED 02-12-2014 NIPPER FLOOR ELECTRICAL PIrW DWN BY: R.R. • CHECKED BY: D.D. SHEET NUMBER • A5.1 OF dJ Q� 7) CAC Q J NIPPER FLOOR ELECTRICAL PIrW DWN BY: R.R. • CHECKED BY: D.D. SHEET NUMBER • A5.1 OF DR HORTON HOMES MODEL: 1667 GrARAC:TE LEFT DR HWRFON HOMES MODEL: 1007 GARAGE LEFT DR 1101 I'ON H0MES MODEL: 1667 GARAGE LEFT SUBDIVISION:THE RESERVE AT HIDDEN LAKE 3EI''1'EM13ER 2013 S1Ji3DIV[S[ON: 'CFCE RESERVE AT EIIDUL,N LADE PTE - � � _ , r , SL1 I EMBER 201,E SUBDIVISION,. HE RESERVE, Al HIDDEN LAKE SEIY EMBER 2013 LOT _ BLOCK: PCT of LOT _ BLOCK: PG — 01'— LOT DLOC:K: PG _ of KITCHEN 36" UPPERS KITCHEN 42" UPPERS 13ATHS — f w-24'11 I —24"— (` 4 r 36' HIGH FLUSH ISLAND _ ,? �_- . .• 1- ... BAR TOP w/16" OVERHANG"UPPERS"-::, r: ,. ...-- ---;--- �• ----- .- l 36" HIGH FLUSH ISLAND BAR TOP to/I6" OVERHANG x Doorstyle: 3 �'1 L C I� n( ii i ..il.® kk`t r2" UPPL.RS>F rr is !fi, n tQ r B ' �-rr 1 R J� [� i-+ ra VS1�33 �4I E3UI I VS3 3 I ALJ "I i� I PARTS: -- --- -- 3 UF3 W D l I A, {� to W (( - Q co ,� C4 td i J Doorstyle: 93 ;style: ....: a I - UF342F' - 0 1 = UF3P F 1 t 3 �I PARTS: � OWNER'S LN1'H ._... ..._ _ (/ J j { ------ [ I - UF'G � ll ; i cj - C1I3 WD 1 1j 1 - DW123 I 1 - U1t;34'LP Doorstyle: E f 1 - �a I -- F1,2112�l (VOIDS) l r 1 u1 UF3Pji E Q 1 - FP9634 WD 1 - UF6 WD PAR` S: eo C3� i Q I_ DWR3 CA r FL118 (ISLAND SACK _ UF3P 1112I (VOIDS)52n PANEL SUPPORT) 1 - bTKB PRT F co 12 L . CS - 3 C /i 5� - JM8 BLD W c? v cam....: �, - 1 - FI 9G�4 WD l [ a k 2- BTK8 PRT E I n 2- 11148 (ISLAND BACK Outlet 1 Il G u u __-..._. 2 - UM8 BLL) PANEL POR) FLDWE S Outlet > u R I - OCM8 131.D (TOE CAP) �I--------- C S12 LC P 5 - DOORS i lllt> i 3 - C1vI8 BLL) 2 - 3TK8 PRT UM8 BLD ' � Ul-•.1 Ln -� � �i -. 14 b � � - D �.:� ....., .- HDWE: I, t U O.CM8 BLD (`1'OL CAP) J , � 15 - DOORS o In C y ,� �� a:. � � �, ; ' n 3 - C:MB BLD 17W-( 3 {Il} [ 4 - DRAWERS z" /,S E; f3 131J'I�!' `���'D w 1 u W 1 .. 15 -DOORS DRS c7 c C:l - ; ^i ^Pedestal Lavatory lin Poauc�er Room*** BIV1'H 2 7t T—i co € � Doorstyle: L rll �4 tt :r € PAR'I'S: - -- i LTI " k......... %[ - ( J I BUILT-IN i .::... 1 - I3Tk8 �� _ .. _ of EUIL'1`-!N PANTRY 7611 __ __ _ __�,. 1 - UM8 BLD 143n- PANTRY 1 - GCM8 BLD HDWE: 2- DOORS :: s ,., : - All dunnn ton., .,v., d�.,l nrat tin.. 7 • o _ E, t Tln/i��rafal« I)es,�,nw. Jwurtt�t rh.yslun L)u.>tgtzecL 9l18/_U 13 All diniahsiuns StGe designations TIMBERt/1KE Ddstgnct..Icnntt�l tic,ydon ]JystUnad. 9/lh/_013, 6111 duncnstons.,vu dc:.tt;nuuons TIMREfZI.hK� dcste�ncr. Junnitvr Ncydun I)ustencd::9/LSL�0l3 g! von are sub ect to toriheation cai Printed: 9/19/.;30.1'3 ivau era subject to verification on •' . �) "i v rc r:ub'cct to veriticatii,n ;,u :' 9/?Il I o 1 ._<.;,: :•,..: Pzurtad.919_C1_t un. 1 Printed: __13 ob ,lte nc[ adjustment lq ITL uU I hl., 1., an original del a /.nil iiitt.,t job site , u eel tsh et t [ ft b ,:: This is ] u * t al des'g i -t 1 itu acid ad ustirient to lit ub o ' 'rrt lc;' t MUM J.l .� ;. .. � �, I 1 d 1r u t o t10 at n_t ] tpn enc mull 1) � ., 1 .I 1 ht, t,.. n ubrt . I t , tl,n enc m t. t couditivrza. not be rcleascct or copied unlc 3 conditions, not be released or copied ualesa conditions, not be released or copied unless applicable 1ec bila been paid orjob = ria applicable Fee has been paid ur job applicable fcc bas bcou paid or job rdar,plitucd. urclot placed. order placed. r i � - � 7.GG7IvIF U UI (0. 18 1_,9 Floor l len lJrawing #: 1 Scala : 0 1/_ 1' 1Gfi7 K1T 32 t1L (OJ-lti-13). Floor Plan drawing t: 1 Sade : Cl. 1!>" - 1' 1GG713[1'fHS: rJPTS GL tU9-13-137 Flour Flarz )rnwittg , . 1 Sculu : 0 1/2 1' 1' DR HORTON HOMES MODEL: 1667 GARAGE LEFT DR IJ0I_,ZI'ON HOMES MODEL: 1667 GARAGE LEF'1' DR HORTON HOMES MODEL: 1667 GARAGE LEFT SUBDIVISION: THE RESERVE A"1' HIDDEN LAKE SE1''1'EMBEk 201:3 SUBDIVISION: THE RESERVE A`1' HIDDEN LAKE SEPTEMBER : 013 SUBDIVISION: THE RESERVE AT HIDDEN LAKE SEPTEMDER 2013 LOT_ BLOCK: PG — of — LOT _ BLOCK: PG — of — LOT _ BLOCK: PC1 — of — OPT. 30" LAUNDRY UPPERS COUNTERTOPS COUNTERTOPS -A- R -R P . ................ ......... ..........-� 7r r 6_ J__ OPT. LAUNDRY UPPERS Doorstyle: r PARTS: o OWNER'S W I'H 2 - U 6P 1 - UM8 BLL) TOP COI,Ok:-- - EDGE: _ 1 - F'L24 (VOIDS) - 1 - CM3 BLD ((=71''1`,) bXX w HDWE: 4 - DOOC:S IAF �F" I I KITCHEN TOP TOP COLOR: LEDGE:R G" BACKSPLASII IN KITCHEN ONLY -- 7 USED COLORED CAULK R 2 L/2" RADIUS L'A'I'I-I 2 TOP COLOR: EDOrU, , R= 2 1/2" RADIUS ,. ions _ ifer -- - + t - _ .1,f ... _-...,-. _ All dnn�nslun.. ;,trc d�si `natlun5 I)�., h.t n1tc1 N� Ddu �) �.f1. 4 ��2c' 1 6 TIMt3�f2tAl4h ,k,nct., z y 1 llvat�n�d,..1S/�_1_ Alldtmenstom:-;;IGcdu�a>:;nabon:: rIMU�(��I(� lJost�;nur:.lcnnllc,Nc)+dun lluslgnBd.J+1ct,,.U13,!\ILdilncn�li,u._:;ircdc.;i�i.natii,ns T�1�/��,�(ZL/`I(� 1.)ce:igucr:.Icttai.tcrNuydpn I)csiGngd..>/1$/301:3 given are sabject to verification on Printed 9/19/"2.013 iven arc suh'zcl Lo vcrifiwation on S:? r / c/ 3 oiven arc rcub cel to verilicatiou oil of I A l untul. 9 19 _U 1_ I Printed. 9+ 19/. 13 - .,, trh siteend a i u. Lntc.nl l0 1tL oh _. ..... .. , ,� . � :::< :.:-:::o-•Y.: • ' '•. •.. • ,• ., • , ,. .. J e -I 5 J ,v lhts is an ouC_tntl de..t�n cud enu.,t Jub .,tie and adlusltuenl h) Ll1ob 1� . , l hr, t, all ou,uw,l desl�n and nu4.l lob �tk .utd .ul1u:>tutcnt la filljob > I'bir i:, un crib+ivaLdC:ilgtz at[d must coadiiions. I not be released or copiecLunlvss conditions. 4 not be rcicascd ur copied unlet;a conditions. �' not be rcica:;cd or copied unless applicably fco kiwi boon paid orjob applicable leu ltas Lean paid or tpplicable 1'ec ltaa bucn paid orjob unlet placed. a unlor ptaocd. urdut placed. 1G[i7 PA'1HS-t_IPTS CTL(.09-18-13)Flraur 1'lwn rJta�i`in : i Scale : 0 1/2" - 1' 1667 KL'1' 3G l L 09-18-13 rloz r Plain L7nnviu = : 1 Scale : 0 113" = 1' 1667 ]3A'1'LI5-i �F''fS GL G9 -l`3-13 Flour Pla - - - - i �. -- -- I J._._. I n Lllt t zus : 1 Scaly : 0 1/ 1' A I N T LAYOUTS- 5CkE: N.T.S. u� s • COMP FILE - ISSUED q.3.13 REVISED 2.11.14 ISSUED 02-12-2014 ♦ d y al l, w I o m py �a w� OQ U o aW 8 26 U4 N ;U mp. o I� LI 123 Cq °'^ ti v z l z o4 � a .l r a, s ♦ s • j �s CA 0 S t �3 1� 'y 6$ e ' lj :3 N s • COMP FILE - ISSUED q.3.13 REVISED 2.11.14 ISSUED 02-12-2014 ♦ d y al l, w I o m py �a w� OQ U o aW 8 26 U4 N ;U mp. o I� LI 123 Cq °'^ ti v z l z o4 � a .l r a, s ♦ CABINET LAYOUTS • DWN BY: R.R. • CHECKED BY: D.D. SHEET NUMBER • CB®1 • OF • CA 1� N N 1 1 • �1 j O J s CABINET LAYOUTS • DWN BY: R.R. • CHECKED BY: D.D. SHEET NUMBER • CB®1 • OF • 2"X61? FACIA --- ARROW INDICATES LONG DIR. OF PLYWD. OUT LOOKERS 24" U.C. GABLE END TRUSS _Zo (WEBS REMOVEDNN FOR CLARITY) X = 8d RING SHANK ©3" U.C. ON EACH SHEET OF PLYWOOD 0 = 8d RING SHANK Q 6" O.C. ON EACH SHEET OF PLYWOOD ❑ = 8d RING SHANK 0 8" O.C. ON EACH SHEET OF PLYWOOD NAILING 5CH1=-1DJGA15_r= t N♦TA RIDGE LW 0 = 8d ringshank © 6" O.C. ON EACH SHEET OF SHEATHING NAILING a`r>t ED /Hid 8Ca Ws KTB♦ SCHEDULE- 145 mbh ZONE (1 TAX) '+'+`+ +*t+++++ *+++*+• ad RING sHANK 3' o/c + + + + ++++++++++++++++ + + + + + + + + GABLE END WALL_ OR OR BUILDING END ZONE ad RING 5HANK 1w 6' O/C +++++++++++ + + * + * + + * ad RING SHANK to a'O/C; INTERMEDIATE SHEATHING NAIL PATTERN NOT TO SCALE TYPICAL HUS INOTALLATIC7N TYPICAL META / HETA INSTALLATION BUILT-UP COLUMN EVERY NAIL E W/1 6d _S h8" "J" BOLT OR 0 WEDGE ANCHOR 11N. 5" EMBEDMENT 51MP50N 1-IMT515 w/ (4) 1/4" x 1 1/2" TAP- CON5 INTO TIE�l3EA RETIR0FIT-MT5 ANCHOR TYPICAL HTS INSTALLATION SIMPSON HTT - TYP. 3/4"0 THR BOLT SIMPSON HIT TYP. .4 { ;,-GIRDER TRUSS FILL EVERY NAIL HOLE W/16d NAILS �-- 2X TOP PLATE FILL EVERY NAIL HOLE W/16d NAILS 2 X B.U.0 TYPICAL HTT TO BUILT-UP COLU11111 DWAIL RMUIRRD 5 Fraor i' GLAZING iN HAZARDOUS 2406.3 HAZARDOUS LOCATIONS I GNS 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. cONT. #5 BA 1� 1/� 2"x 4" COLUMNS W/ (1) ROW 2"x 6" OR 2"x 8" COLUMNS W/ (2) ROWS OF STAGGERED 16d COMMON WIRE NAILS OF STAGGERED 16d COMMON WIRE NAILS (D = 0.162", L = 3 1/2") (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) 5tructura I Notes 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 PC]ST NAILING NOT TO SCALE IJ CODES: 1.1 The Florida Building Code (2010 Edition). 1.2 Building code requirements for reinforced concrete (4C1 31806) TOP OF FOND BEAM STEP MASONRY WALL STEP NOT TO SCALE NAL INS SCI�4EDUL_E Ledger strip 16d common 3 at each joist sole plate to joist or 16d common 16" O.C. t.+ + +++++ structures (ASCE 1.10). 6.1 Wood framing structural members: Southern Yellow Fine STEEL: 1.4 Specification for the design, Fabrication and erection of structural steel for + + + i ++++ 16d common 2 and nailed buildings (RISC 9th edition). Bearing Wall Wood Stud Framing± Southern fellow Stud to sole plate, toe nail t+++ ++++ Doubled studs, face nail 106 common 24" O.G. Doubled top plates, face 10d common +++++ +tt++ ++++++++ Fine #1 studs 2"x edge Continuous header to 8d common 3 ++++ +++t Design methods. IXa 6heathincl or less to 06 common 2 each bearing, face nail ++++ ++++ Over IXa sheathing to ad common 3 each bearing, face na i I 3.1 ++++ +++ + 16d common 24" O.C. Build-up c1riders and 206 common 32" O.C. at to + +tt+ ++++ and bottom and Fcl = 1020 PSI (perpendicular) sta Bred 2 ends 0z + +++ +++t ++++ It is the Contractors responsibility to have a g eotechn i ca I invest i a t i on conducted to s lice 1/2" C� psum Sheathincl 11 ga 1-1/2" ++++ ++++ 1/16" head S" o.c. at other bearin C sum 5heathin 11 ga 1-3/4" 4"O.C. at ed e5 C� + + + + 8" o.c. at other bearin Cipsum Wallboard 9.3 IF THE TRUSS INFORMATION PROVIDED IN THESE CONSTRUCTION DOCUMENTS 5.4 + + + + ++++++++ rj'-0 5.5 0"O.C. on walls side of E,1 -m' SHEET NUMBER Openings greater than or equal to 6'-O", fill cells w/(2) 415 vert. shall be located at each 1-1/2" drywall nail -i"O.C. on ceilings side of openings 10'-0" and greater, at all girder bearings, including hip -set cgirder5. VO.C. on walls ++++++++ 8d corrosion resistant 16" O.C. at top *,*+'+*+ with minimum shank and bottom ed es RIDCx LINE +++;+++++ and minimum head dia. of 0.240 inch ++++ ++++ Hardboard Lap Sidin_ , 0 16" O.C. at to overs eat ing with minimum shank +t+++ ++++ ++++ +++ dia. of 0.0990 inch and minimum head ++++++++ + ++*+++++ X11 Hardboard Panel sidin , +++'+*+' 6" D.C. at edges Direct to 6to s with minimum shank 12" O.G. at dia. of 0.0920 inch Intermediate ++++ ++++ and minimum head supports dia. of 0.225 inch ++++ ++++t +++ + t + + + + + + + + + t + + + + + + + + + + + + + Over to Studs +++ + t t + +%% + + + + +++++++++++ + + + + + + + + + + + +++++++++++ + + + + + + + + + + + + and minimum head ++++ + + + + ++++ dia. of 0.225 inch ++++++++tt++ ++++++++t+++ ++++ ++++ ++tt+++++ +t+++++++++++++ ++t+ ++++ + + + + +++.+++++++++ + + t + + t + + + + + + + ++++++++++++ + + + + + + + + + + + + + ++++ + + + + + +++t ++++t+t+++ +++ +++++++++++++ ++++ SCHEDULE- 145 mbh ZONE (1 TAX) '+'+`+ +*t+++++ *+++*+• ad RING sHANK 3' o/c + + + + ++++++++++++++++ + + + + + + + + GABLE END WALL_ OR OR BUILDING END ZONE ad RING 5HANK 1w 6' O/C +++++++++++ + + * + * + + * ad RING SHANK to a'O/C; INTERMEDIATE SHEATHING NAIL PATTERN NOT TO SCALE TYPICAL HUS INOTALLATIC7N TYPICAL META / HETA INSTALLATION BUILT-UP COLUMN EVERY NAIL E W/1 6d _S h8" "J" BOLT OR 0 WEDGE ANCHOR 11N. 5" EMBEDMENT 51MP50N 1-IMT515 w/ (4) 1/4" x 1 1/2" TAP- CON5 INTO TIE�l3EA RETIR0FIT-MT5 ANCHOR TYPICAL HTS INSTALLATION SIMPSON HTT - TYP. 3/4"0 THR BOLT SIMPSON HIT TYP. .4 { ;,-GIRDER TRUSS FILL EVERY NAIL HOLE W/16d NAILS �-- 2X TOP PLATE FILL EVERY NAIL HOLE W/16d NAILS 2 X B.U.0 TYPICAL HTT TO BUILT-UP COLU11111 DWAIL RMUIRRD 5 Fraor i' GLAZING iN HAZARDOUS 2406.3 HAZARDOUS LOCATIONS I GNS 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. cONT. #5 BA 1� 1/� 2"x 4" COLUMNS W/ (1) ROW 2"x 6" OR 2"x 8" COLUMNS W/ (2) ROWS OF STAGGERED 16d COMMON WIRE NAILS OF STAGGERED 16d COMMON WIRE NAILS (D = 0.162", L = 3 1/2") (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) 5tructura I Notes 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 PC]ST NAILING NOT TO SCALE IJ CODES: 1.1 The Florida Building Code (2010 Edition). 1.2 Building code requirements for reinforced concrete (4C1 31806) TOP OF FOND BEAM STEP MASONRY WALL STEP NOT TO SCALE NAL INS SCI�4EDUL_E Ledger strip 16d common 3 at each joist sole plate to joist or 16d common 16" O.C. blockin , face nail structures (ASCE 1.10). 6.1 Wood framing structural members: Southern Yellow Fine STEEL: 1.4 Specification for the design, Fabrication and erection of structural steel for Top of sole plate to stud, 16d common 2 and nailed buildings (RISC 9th edition). Bearing Wall Wood Stud Framing± Southern fellow Stud to sole plate, toe nail 86 common 4 Doubled studs, face nail 106 common 24" O.G. Doubled top plates, face 10d common 16" alonEj each rail Fine #1 studs 2"x edge Continuous header to 8d common 3 stud, toe nail Steel tubing shall be ASTM 4500, grade B. Design methods. IXa 6heathincl or less to 06 common 2 each bearing, face nail 1.1 Gang -Lam. stress grades shall provide the following minimum properties: Over IXa sheathing to ad common 3 each bearing, face na i I 3.1 The foundation system for the attached project is designed for a minimum soil l5uild-up corner studs 16d common 24" O.C. Build-up c1riders and 206 common 32" O.C. at to beams up to three members Table 8401.4.1 (FE3C-R) for Sand, Silty Sand, Clayey Sand, Silty Gravel and Clayey and bottom and Fcl = 1020 PSI (perpendicular) sta Bred 2 ends 0z Fcll = 3,184 PSI (parallel) at each It is the Contractors responsibility to have a g eotechn i ca I invest i a t i on conducted to s lice 1/2" C� psum Sheathincl 11 ga 1-1/2" 4"O.C. at edges 1/16" head S" o.c. at other bearin C sum 5heathin 11 ga 1-3/4" 4"O.C. at ed e5 C� -f /16" head 8" o.c. at other bearin Cipsum Wallboard 9.3 IF THE TRUSS INFORMATION PROVIDED IN THESE CONSTRUCTION DOCUMENTS 5.4 1-3/a" drywall nail -I"O.C. on ceilin 5 IS REYI5ED BY ANY OTHER PARTY (TRUSS MANUFACTURER, CONTRACTOR, OTHER 5.5 0"O.C. on walls side of DE51GN F'ROFE5510NAL), iT IS THE CLIENTS RESF'ONSIBILITY TO SUBMIT CHAN(:;ES TO SHEET NUMBER Openings greater than or equal to 6'-O", fill cells w/(2) 415 vert. shall be located at each 1-1/2" drywall nail -i"O.C. on ceilings side of openings 10'-0" and greater, at all girder bearings, including hip -set cgirder5. VO.C. on walls Hardboard Lap 5idin , 8d corrosion resistant 16" O.C. at top Direct to 5tuds with minimum shank and bottom ed es dia. of 0.0990 inch and minimum head dia. of 0.240 inch Hardboard Lap Sidin_ , 106 corrosion resistant 16" O.C. at to overs eat ing with minimum shank and bottom ed e5 dia. of 0.0990 inch and minimum head dia. of 0.240 inch Hardboard Panel sidin , 6d corrosion resistant 6" D.C. at edges Direct to 6to s with minimum shank 12" O.G. at dia. of 0.0920 inch Intermediate and minimum head supports dia. of 0.225 inch Hardboard Panel siding, ad corrosion resistant 6" O.C. at edges Over to Studs with minimLlm shank 12" O.C. at dia. of 0.0920 inch Intermediate and minimum head supports dia. of 0.225 inch 1.3 American Society of Civil Engineers minimum design loads for buildings and other 6-) WOOD: t) 2.2 Balconles -60 FSI= live load or adjacent living space live load. 6.2 Design, fabricate and erect wood trusses in accordance with the "design specification for structures (ASCE 1.10). 6.1 Wood framing structural members: Southern Yellow Fine STEEL: 1.4 Specification for the design, Fabrication and erection of structural steel for Headers/Beams/Posts± Southern Yellow pine #1 Installation of all steel to be performed by a qualified, licensed steel erector. BCSI, 2008 ed. Cif applicable). 4,1 buildings (RISC 9th edition). Bearing Wall Wood Stud Framing± Southern fellow Pine 412 studs 2"x 4" spaced 12" O.C. 1.5 "Design Specification for light metal plate connected wood trusses" by the Truss Southern Yellow Pine *12 studs 21'x 6" spaced 16" O.C. a.3 Plate Institute (TFI) 1985 Edition. Southern Yellow Fine #1 studs 2"x 4" spaced Q 16" O.C. 2.) DESIGN CRITERIA: UNLESS NOTED OTHERWISE ON PLANS Steel tubing shall be ASTM 4500, grade B. 2.1 Dwelling floors - 40 FSF live load. Contact engineer if other types of LVL beams are to be used. t) 2.2 Balconles -60 FSI= live load or adjacent living space live load. 6.2 Design, fabricate and erect wood trusses in accordance with the "design specification for 2.3 Walkways - 8O FSF Live load. STEEL: light metal plate connected wood trusses" by the truss plate institute, TPI 1, 2001 ed. and 2.4 goof over living areas - 30 FSF live load. 11 PSF (7 F'SF TIC, 4 10 FSF B/C) dead Installation of all steel to be performed by a qualified, licensed steel erector. BCSI, 2008 ed. Cif applicable). 4,1 load for shingle roofs: 25 PSF(15 PSF TIC 4 10 FSF B/C) dead load for the roofs. 63 All exposed wood or wood in contact with earth or concrete to be pressure treated. 2.5 Wind Speed -139 MFH and has been interpolated as allowed by note 2 in Figures 8301.2(4) 6.4 Roof sheathing: 1/2" G.D. grade plywood Cor 15/32" OSB), when using fiberglass/asphalt 4.3 and 16094 in the FBC - Residential and FBC. interpolation has been conducted using a.3 shingles over felt. 5/8" C.D. grade plywood (19/32" 055), when using concrete / ceramic the roofing 4.4 the property location and the Applied Technology Council Windspeed Website. 65 Untreated wood shall not be in direct contact with concrete. SEAT later shall be provided I� 2.6 Note all structural members in the residence will be designed using Allowable Stress Concrete coverage of reinforcement. Footings 3: bottom and sides. at bearing locations without wooden top plates. Steel tubing shall be ASTM 4500, grade B. Design methods. 1.) C3ANG- LAM LVL: 2.1 Net uplift dead loads 10 PSF Shincgle 15 FSF tile. 1.1 Gang -Lam. stress grades shall provide the following minimum properties: 3.) SOIL- E = 2,000,000 PS 3.1 The foundation system for the attached project is designed for a minimum soil 8.7 Fb = 3,100 PSI 4.8 bearing pressure of 2000 p5f. The soil bearing pressure is in compliance with U! Ft - 2,300 FSi 4.9 5.) Table 8401.4.1 (FE3C-R) for Sand, Silty Sand, Clayey Sand, Silty Gravel and Clayey 2 Fcl = 1020 PSI (perpendicular) Gravel (SW,5IP,SM,5C,GM and GC) 0z Fcll = 3,184 PSI (parallel) 3.2 It is the Contractors responsibility to have a g eotechn i ca I invest i a t i on conducted to FV - 290 PS �Y ZZ) verifythat the on-site conditions the n n -se soconitions fue soil deli characteristics listed here. Contractor to Contact engineer if other types of LVL beams are to be used. t) submit geotechnical engineering report toSeineer of Record for review_ 114 SO P4 8.) STEEL: 4.) CONCRETE: 8.1 Installation of all steel to be performed by a qualified, licensed steel erector. z 4,1 Concrete compressive strength at 20 clays: 3000 psi (normal weight). a.2 Fabricate and erect all structural steel in accordance with AIS( "Specifications for the design, 4.2 Reinforcing bars: ASTM 4615 (Grade 60). 1HE OMIMNCOM OF OON51RI1C110N. fabrication, and erection of structural steel for buildings. 4.3 Welded wire fabric (WU1F): ASTM Alas. a.3 Structural steel to be ASTM A36 unless noted otherwise. 4.4 Detail reinforcement in accordance with ACI 315. a'.4 Steel Wide Flange to be ASTM A592 unless noted otherwise, 4.5 Concrete coverage of reinforcement. Footings 3: bottom and sides. a.4 Steel tubing shall be ASTM 4500, grade B. 4.6 Earth supported 51abs. (including exterior walk and drive slabs) 4" thick, reinforced 0.5 Welded connections: E-10XX electrodes, minimum size fillet welds 3/16", AW5 certified welders. with 6x6 w1.4x wl.4 W.W.F_ at mid depth of slab. fibermesh may be used in lieu of WWF 0.6 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. 8.7 The steel frame is "non -self supporting". Adequate temporary support shall be provided by the 4.8 Lap splice shall be as follows: #6 bar 36", 4*5 bar 30", 04 bar 24", #3 bar 18". U! Contractor until required connections or elements are in place. 4.9 5.) 90 deol ree hooked bars shall have a 10" leg and be bent with a radius of 2" MASONRY: 2 9.) TRUSSES: 0z 5.1 Design and construction shall conform to the specification of the National concrete masonry 9.1 ALL. CONNECTORS SFECIFiED AS PER SIMPSON CATALOG C-2011. CONTACT Association and ACI 530. Contractor is solely responsible for all temporary bracing and shoring THE STRUCTURES GROUP, INC., FOR ALL CONNECTOR SUBSTITUTIONS. required during construction. 132 FRE -ENGINEERED WOOD TRUSSES TO E3E SPACED a)24" O.,C. TYPICAL 5.2 Minimum masonry unit strength: (Fm) 1900 F51 C� UNLESS NOTED OTHERWISE ON TRUSS ENC;INEERINC-s PACKAC:sF. 5.3 Mortar shall be type S or M_ 9.3 IF THE TRUSS INFORMATION PROVIDED IN THESE CONSTRUCTION DOCUMENTS 5.4 All Block cells and cavities below grade shall be filled with concrete, IS REYI5ED BY ANY OTHER PARTY (TRUSS MANUFACTURER, CONTRACTOR, OTHER 5.5 Fill cells w/(I) #5 bar shall be located PER PLAN ( 4'-0" O/C TYP.) at each corner and each side of DE51GN F'ROFE5510NAL), iT IS THE CLIENTS RESF'ONSIBILITY TO SUBMIT CHAN(:;ES TO SHEET NUMBER Openings greater than or equal to 6'-O", fill cells w/(2) 415 vert. shall be located at each SIGN & S A THE STRUCTURES GROUP, INC. FOR i;PEVlr=W. THE CLIENT IS RESPONSIBLE FOR ANY side of openings 10'-0" and greater, at all girder bearings, including hip -set cgirder5. CONSTRUCTION COSTS RESULTING FROM TRUSS PACKAGE REViSION5 DEVELOPED BY OTHER: �Y 0 t) 114 SO P4 a � �a Q :0 CO z <L> O 11 mom ME im PR IRM OF NICK IL NMDM PL Nnr NP0111111111M all UNW1010M UK 4 FR 10M WE' R IS 1HE OON1RACM REW=Kff PO REM AL MAN N0 8117W CONSIftIJCRON 0 -MM 1HE UMW OF REOORD IS i E"WF FOR 1NE S1RI TWAT. INTEGRITY OF THIS P110401 OKY. ANY DISCREPANCY BEiN1111?I FMD CONDITION$, OTHER OE" PROFESSIONAIS SHOP MANNA CMWACIORS' BUl.ONi6 WMOK Ate 1HESE SIM AND SEALED DRANO YUST BE BROUQIT TO 1HE ATIEIliON OF 1HE ENOL OF RECORD PRIOR TO 1HE OMIMNCOM OF OON51RI1C110N. ®pliRA " W WWY ALL OMMM PRIOR TO START OF ANY AcoNswicna NY IM 3111MIM OW IS WT FRWUdW FSR '11!£ SIR== MW 0 R IMIG elf FOR PROP= O M M TO ORICl K SIIMJO1lJRE =W ON "M P#= my. im Sii01Cpim 000 6 NOT IASPO OM FOR 04MM 311M1CIUM M PO1EM ro the best of the engineer's knowledgQ, the pl_uvs zid specifications ccnply with the Irdn LLU11 requirements of Th, Fiorida Puilding Code - Residential. (2" admag MOO aril Mfh Or Flslldo (2" . Msoeloll PM bldllMOM � � 11ft ftir �d Jnr MW �Nt ThM t. wlld f+or � s�}e� sft�r the � R M • ntd ssS Wd or W" *W r+Mof ow I OdIM M or tw Miwkk Du11dUNj Is ThA " IM�onlip i�G4fruafurlll 4 or doulM, iF slow am for � IrIrwww yr " aw s not Aavwed rder REV. DATE & COMMENTS BY U) U! W W F_ 2 0 0z 0 i� C� 0 F JOB NUMBER: 2012 DATE : JUNE 1, 2013 DRAWN BY: SCALE: SHEET NUMBER S1 SIGN & S A FEB 13 20% �Y 1 4j t' 0 kVww open oWkmd sprayed ?oven MpAotion ® � with *"va!s!* kwAm ion ratlnB or SD M dol' tIM Nt tha r2 12 WOOD WALL ATTACHMENT taln. Inw tion erten to b� trnialled by RE-ENGINEEF�CD WOOD TRUSSES C� 24 ��C «5 REBAR, CxRApE 6® ATTACH WINDOW FLANGE/FRAME TO BUCKS WITH MIN #8x2)2"" WOOD MASONRY WALL OR WOOD 0 C:mtinad I09mw k"14tlon NNtaller. k*tal (TYP) 5EE ELEv UPLIFT CONNECTOR (SEE SCHEDULE) (SEE PLAN FOR SCREW 0 8" O.C. OR AS REQUIRED BY WINDOW MANUFACTURER TO FRAMED WALL to prDYlClr Gankraoiar with NNtdatlon — MEET REQUIRED WIND PRESSURES. ^ 0 Ger011iGt� at tNIM of tlwtall+ltion NUN15ER AND ; , vo I DOUBLE 2x4 TOP PLATE LOCATIONS) PRE—ENGINEERED WD TRUSS 0240 O.C. U.N.O. TOP SPLICE CO �. 12 PEEL AND STICK ROOFING UNDERLAYMENT (TILE) OUBLE 10d CMU MASONRY UNITS COMPLY WITH a" 15 LB ROOFING FELT (SHINGLES) 2S�'' ASTM CS0, GRADE N LU/ Pm ■ 1900 7� (TYP) VARIES 2jjN PE " ' MORTAR GRO I�� SJJ�q� PSI. TY 5 MO HURRICANE IANCHOR N EACH TRUSS _ CRICKET AS REQUIRED ALL CELLS SOLID. 3 (SEE UPLIFT SCHEDULE) 1Od ©8" 0/C IC a S�ta� OR CONCRETE TILE (INSTALL AS PER MANUFACTURER) n� GROUT ■3,000 PSI. SLUMP RANGE 8' - DAWMA01lWpMAllt�eo� n. SIMPSON SP4 @ EA. STUD � r+ II . ROD OR VIBRATE GROUT �4THINS To V KM �ADEQUATELY TO ENSURE OPENING rn 0 -m TIIIIIIIJUM MSH Od PONO64AW NA" + alb K&AA s •° of 0C wwm 4 r CONSOLIDATION OF GROUT (NO AIR SL r t NOTE: OTTOM OVER STUD SPLICE POCKETS). GROUT SHALL COMPLY PLATE LENGTHS MUST BE WITH A5TM 0476-83 AND BE EITH - D ©RIP _ FINE GROUT. �p FASCIA BOARD AT LEAST 8'-0" LONG. TYPICAL 1/2- CD CEILING PREFORMED POWERS STEEL 0 TOP PLATE SPLICE B _ z DENSITY BOARD) __= LINTEL SHALL eE "5 REBAR, GRADE 60 GALVANIZED COIL STEEL AS �' ® 0 W/ 1 3/8" DRYWALL 8"X8"X16" KNOCK—OUT BLOCK SCALE: N.T.S. (SEE PLAN FOR MANUFACTURED IL TEFLPOWEs ed 0 NAILS OR DRYWALL7.O/C W/ 1#5 CONT. FILLED SIMPSON SP4 @ EA. STUD NUMBER AND STEEL AND WIRE PRODUCTS, SCREWS % O/C • LOCATIONS) INC. STEEL GRADE SHALL. 13E MASONRY WALL ATTACHMENT CLG.de 8" O/C WALLS W/ 2500 P.S.I. CONCRETE SEE UPLIFT SCHEDULE 2% P.T. PLATE MAIN SPAN ROOF TRUSS 4 'LX PT BUCKS ATTACHED TO MASONRY W �" ASTM A5H0 GRADE G (F / J" Ox2 MIN 1X P.T. NAILER FOR UPLIFT CONNECTIONS gl� - S cT1 196A1tt>A�PRMER11rMM�(IL 4PlE 8" C.M.U. TYPICAL 1/2"0 WEDGE TYPE \� SHORE I-INT919SK>4S REQUIRED EMBED TAPCON MASONRY SCREWS AT 8" O.C. MAX AND STD. 9®• HOOK AT h" FROM CORNERS. SET BUCKS IN CONTINUOUS SEE DETAIL THIS SHEET ANCHOR BOLT © 24" O.C. TO COMPENSATE FOR DEAD SEALANT BED NOTE. IT IS THE ACTORS TO RIVEN 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, WAYS= BUM ONION MW THE R4.2 MIN. INSULATION STUD OPTIONS: NON -CURED MASONRY GROUT. THIS SPEC WITH FLORIDA PRODUCT APPROVED DOCUMENTATION. EMMM OF RECON IS RESOISIBLE FOR THF STRUC U M, #2 SYP. DOUBLE TOP PLATE 2"x 4" SYP #2 SPACED 0 12" O.C. SHORING TO REMAIN IN PLACE WINDOW/ DOOR BUCK AND FASTENER SPECIFICATIONS SHOWN ON MMM OF THIS PROD= ONLY. ANY DWOMCY ON EXT. BLOCK WALLS A MINIMUM OP 14 PAYS TO FLORIDA PRODUCT APPROVAL DOCUMENTS OVERIDE THE BETYM FM CON01111I�. OM DM PROFES90K410 DECORATIVE COATING 2"x 6" SYP #2 SPACED 0 16" O.C. 8"X8FILLE K.O. BLOCK W/ 1 #5 CONT. ALLOW FOR CONCRETE GROUT SPECIFICATIONS SHOWN HERE. SLOP ORAWINGS, �' MEMM AHD 1X WD FURRING SIMPSON SP4 CONNECTO 2"x 4" SYP #1 SPACED ®16" O.C. AND FILLED W/ 2500 PSI CONCRETE CURING. THS WO AND St M DA MIM BE 6ROIlGF� 024" O.C. 1 #5 VERT. IN CONC. FILLED CELL 'OUJERBOX 1 INTEL 3 AM DETAIL WINDOW / DOOR E3UCK ATTACHMENTS TC THE ATWW of THE r� OF REM PRO T© R-11 INSULATION / 17 18 THE OF 1/2" GYPSUM W STD. 90' HOOK IN K.O. BLOCK SCALE: N.T.S. WALLBOARD U.N.O. (1) #5 VERT. REBAR IN FILLED 1/2" CDX PLYWOOD OR 7/16" KNEE WALL. AE30VE MA50NRY WALL DETAIL g OWNVMM TO WRY Au OWWW PRM TO ,TART OF ANY CELLS, SEE FOUNDATION PLAN O.S.B. SHEATHING REQ'D. FOR CCONMRUCWL arr TFC 31ROC1URI�3 GROUP IS NOS RAPONM FOR FOR LOCATION. ALL EXTERIOR OR SHEAR WALLS SCALE: N.T.S. AS INDICATED ON THE PLAN. 711E SIRUCIUM GROUP 18 RF8pmm FOR PROPOW C1vmm 10 ORIGVA1. 31RUCTME >l1 n am "N PAE3 Po �0100ID RII UC1URAL 8 8' C1 LU WALL w/ DURO-WALL ATTACH SHEATHING W Sd PC CONC. SILL HORIZONTAL WALL REINFORCEMENT RINGDSHANK NAILS 0 3" O.C. 1X P.T. BASE NAILER AT EVERY 3rd. COURSE CONT. BOUNDARIES, 4" O.C. 0 EDGES, To the besL of the engineer's knowledge, the `�•"X4" INSPECTION PORT AND 0 6" O.C. 0 FIELD - 6X6 W1.4XW1.4 WWF -M.U- plans euid specificati fls comply with the BASEBOARD (1) ROW 2x BLOCKING FOR OR FIBERMESH WINDOW nti.r.Livan rec�uirernenes of The Florida Building T EACH FILLED CELL TYPICAL WALL HGT. _<8'-6 (2) ROWS 2x BLOCKING Code - Residential. (lqo PdRiGN OR WALL HGT. > 8'-6 " C.M.U.-°- ....:: :Zf ..........._--......-.G.... :..----:.._----...:,> w LOAD BEARING OR GRADE �vde I �� � MIN. 2500 PSI- TERMI rE PRO I"EGTION MUS F COMPLY WIT I SEG. 10�i.3.4, EXTERIOR WALL SINGLE 2"x P.T. STUD d ��/ cv !2� CONC SLAB a 1403.6, 1503.6, 1616, 2303.1.5.3.1, 2303.1.8 AND 2304.11 (FBG 2010) \\\�\/\� j\\j� 6X6 W1.4XW1.4 WWF N N 5 VERT. IN FILLED CELL /` /\� �� ° t� aw � am the maida ��\ \ /\ �� mm; � aodrl, motion 1f14 ®r t" Vh WA mom HEADER BLOCK U.N.O. /2" x 6" "J" BOLT @ 24" 4» 8» (1) #5 CONT. it+ds N !3 alter the 1/2" EPDXY ANCHOR ®24" O.C. VERT. OR R Is s OW waled or mW " dem or O.C. W/6" MIN. EMBEDMENT USE 1 2" X 6" WEDGE ANCHOR MIN. the ,POW ®t thsR"kIIa �e b N z SIMPSON SP4 CONNECTOR SIMPSON SET EPDXY) OR 1/2" X ) SIMPSON S P. / SEE ATTACHMENT DETAIL ABOVE. vii # 2 GRADE C) EACH STUD 6" J BOLT ®24" O.C. N 2"x P.T. PLATE TYP=ICAL THICKENED 5LAE3 EDGE 10 nft bs &*"ledrortr�.« l L or w 6 MIL VAPOR BARRIER \�\\� \%\%\ c l -1 NOTES:. FILL ALL CELLS WHEN 3 1/2" MIN. 6X6 W1.4XW1.4 WWF SCALE: N.T.O. =01 Away _ - - ---- - --------- - - --------- 7 --------- D-- - WINDOW 5E CT' I ON I3 ,".OWL CLEAN POISONED AND COMP. STEM WALL IS BETWEEN ..._..-�_...._.. - - b: - .:.-...-.� AD D P D p oP TRUSSES SOIL. (95% MODIFIED PROCTOR • 24" AND 40" IN HEIGHT SEE UPLIFT SCHEDULE SCALE. N.T,g. EV DATE &COMMENTS BY p. ° A /� /i,/ ABOVE GRADE. _......._...;... W.......D.....- A //\//. 3 1/2" MIN. ° °. A / / \ PER ASTM D1557) 3 1/2",tA� \ ° . \\ /�/�/' R STD. 90' HOOK 2. FOR STEM WALLS \ SEE PLAN 3 Mw. CLR. (SEE DETAIL) GREATER THAN 40" \\ \\ \\j \\ / \ PRECAST LINTEL (W/(1) /� �� /\�/\/\/\/\/\�/\�/\��\\ a� S x 6uRcoNc. #5 CONT. FOR OPENINGS SEE PLAN HIGH- CONSULT ENGINEER SEE PLAN 4" SEE PLAN 8" �/� //\//. \//� �/ /� K.O. 15LOCK LU/ GREATER THAN W-0 SEE . POURED COON 4 PLANS FOR ADDITIONAL TYPICAL 5TEM.UALL WALL SECTION I U.N.O. MI"' FRAME IUALL TO C.M.U. 1X6 PT PO REINF. CONT. REQUIRED REINFORCEMENT. (o __ PRECAST CONC. WINDOW BUCK SCALE: N.T.S. CONTRACTOR TO PROVIDE SOIL TREATMENT TYPICAL BEARING WALL Q STEF r4 WALL CONNECTION SCALE: N.T.5. f LINTEI_ W/ REINFORCING DOCUMENTATION TO INSPECTOR FOR REVIEW. SCALE: N.T.S. ALUMINUM WINDOW TEMPERED DOOR TRACK c,1ASS (SEE FLOOR PLAN) (2) 2"x 12" WOOD HEADER W/ 1/2" PLYWOOD 1 x P.T. BASE NAILER FLITCH PLATE UNLESS NOTED OTHERWISE ON PLAN NOTE: (1) ROW 2x BLOCKING FOR 4"x4" INSPECTION PORT AT SEE SECTION C/S2 WALL HGT..8'-6". (2) ROWS 2x BLOCKING (2) SIMPSON MSTA240 EACH END I S — �,/ ♦ V EACH FILLED CELL TYPICALUNLESS NOTED OTHERWISE ON PLAN 4' CONCRETE SLAB W/- FOR ADDITIONAL INFORMATION FOR WALL HOT. > 8'-6". 6'X6' LUTAWIA W LF 5ET TRACK IN 2 -ROWS 16d NAILS STAGGERED 0 A FULL BED CAULK OEA. WINDOW 16" O/C EACH FACE OR 3 -ROWS BASEBOARD SIMPSON SP4 CONNECTOR 1/2"0 WEDGE TYPE 16d NAILS STAGGERED 0 16" 0/C OF CAULK PRECAST CONC. SILL STD. 90' HOOK ANCHOR BOLT ® 24" O.C. FOR 2"x10' OR GREATER HEADER 6x6 W1.4xW1.4 WWF c`nv (SEE DETAIL) W/4" MIN. EMBEDMENT r. 11 6X6 W1.4XW1.4 WWF 16d NAILS 0 _ 2"x PLATE 16" O/C TYP. — OC) L / SEE FLOOR PLAN FOR '.:; •:° / A .• A -o ' 4 HEADER SIZE ;, ... . [moi z . ------'.......... -. A .... -.:A...-- _....... - CLEAN, POISON OAND eCOMPACT SOIL 6 MIL VAPOR /\�2v �_ w i / / ° / / 4„ ¢ // ..wee..:.+at d (COMPACTED T 95% MODIFIED TYP. SECTION THRU UJINL O) 14 BARRIER \� a \ �\ a w\�\ \ D\�\ J / �` \\ PROCTOR ASTM D1557) / • r / \\ j /\ ° .. m. \ \ \ CL CRIPPLE � `"' ��/ ' SCALE: N.T.S. STUD (1) 2"x4" TRIMMER \. SEE PLAN J /\\\\\\ \\ \� NOTE: TYPICAL SEE STUD (TYP.) �/� NOTE: INSET TRACK �/, #5 CONT. i, FROM OUTSIDE FACE 3" ��j�� HILTI 1/2"� KWIK BOLT II FLOORPLAN MIN. CLR• CLEAN POISONED AND COMP. W/ s" EMBEDMENT MAY BE FOR COLUMN � OF F3LOGK #5 REBAR CONT. SEE PLAN SOIL. (COMPACTED TO 95% MODIFIED 8" SEE PLAN 8" USED IN LIEU OF ANCHOR SIZE � 1 S G D SECTION ON 3' CHAIRS TYP. DOLTS. _ EXTEND FILLED CELL /r PROCTOR ASTM D1557)1) SIMPSON HTTS c� EACH POST ------- ---- " REINFORCEMENT TO !� SEE PLAN CONTRACTOR TO PROVIDE SOIL TREATMENT T•YFICAL INTERIOR BEARING WALLr5ft"NUNLESS NOTED OTHERWISE ON PLAN NOT TO SCALE PAD MAT REINFORCING DOCUMENTATION TO INSPECTOR FOR VIEW. SCALE: N.T.S. {= LINE OF CONT. STEM ALTERNATE MONO -FOOTING 2 p0 P.T. BOT. PLATE WALL FOOTING 0 Op OR SCALE: N.T.S. FN�'vc 1/2" MIN. PLYWOOD SHEATHING NAILED W/ 8d RINGSHANK NAILS 0 3" 0/C BOUNDARIES, 1/2" MIN. PLYWOOD SHEATHING NAILED NOTCH LINTEL WHERE REQUIRED 4" 0/C EDGES, AND 6" 0/C FIELD. STUD OPTIONS: 2"x 4" SYP #2 SPACED FOR CONCRETE PLACEMENT * UPLIFT CONNECTIONS REQUIRED ® 12" O.C. CONT. FOOTING z W/ 8d RINSHANK NAILS 0 3" O/C BOUNDARIES, AT LOAD BEARING WALLS ONLY (1) ROW OF BLOCKING FOR WALL 2°x 6" SYP #2 SPACED ®16" O.C. STEEL KNOCK -OUT BLOCK W 1 5 <8'-6" (2) ROWS FOR 2"x 4" SYP #1 SPACED C� 16" O.C. SEE SCHEDULE S„ 4" 0/C EDGES, AND 6' 0/C FIELD. STUD OPTIONS: / () # WALLS 2"x 4" SYP #2 SPACED O 12" O.C. (1) ROW OF BLOCKING FOR WALL 2"x 6" SYP #2 SPACED 0 16" 0-C. 8'-6" (2) ROWS FOR 2"x 4" SYP #1 SPACED ® 16" O.C. WALLS > W-6" 1 /2"A WEDGE TYPE OOD SIDING TO FINISH 6" ABOVE FINISHED GRADE OR ANCHOR BOLT @ 24" O.C. DECORATIVE CEMENT W/4" MIN. EMBEDMENT OVER WIRE LATH 6X6 W1.4XW1.4 WWF — SIMPSON SP4 0 EA. STUD - 2X P.T. PLATE sem__:---------��---•� -,---, Z Ljj 6 MIL BARRIERAPOR \ A \... /\\\\\, N L 4 STD. 90' HOOK /PRECAST LINTEL FILLED W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE AND AS NOTED ON PLANS. OPENING I� FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION > 8-6 LOAD BEARING/EFOR & FIND. PLAN XTERIOR & REI FOOTING �ORCEMENTMIN. `, i/1 n J� I� WALL HEADER DETAIL 1/2"�h WEDGE TYPE Ao0D SIDING -fo FINISH 6" ABOVE FINISHED GRADE OR SCALE: N.T.5. ANCHOR BOLT @ 24" U.C. DECORATIVE CEMENT TYPICALPAD FOOTING DETAIL W/5" MIN. EMBEDMENT OVER WIRE LATH FOR STEMu1ALL FOUNDATION 15 JOB NUMBER: 2012 6X6 W1.4XW1.4 WWF SIMPSON SP4 0 EA. STUD SCALE. NTS DATE: JUNE 1, 2013 z 2X P.T. PLATE BLOCK WALL BEYOND EXPANSION JOINT N A. -DRAWN BY: VARI S 4 -+ N z FILLED CELL W/ #5 VERTICAL H.D. RECESS �/� j/\/ liz %z GRADE SCALE: 4"4) \\ 4) 1/2"0 x 6" 'J" BOLTS ©24" O.C. OR 6 MIL VAPOR BARRIER / / 1/2" X 6" WEDGE TYPE ANCHOR /\ N .. - - .•- SHEET NUMBER eI>- _-____=_� CLEAN POISONED AND COMP. \//\// // w z SOIL. (95% MODIFIED PROCTOR \\ Z CUNT. WOOD TRIM NorES= � • \\\\�\\� a PER ASTM D1557) „ „ \ \ 1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. /� /�' / P' \��\��\� MIN. CLR. NOTES: 2x6 P.T. WOOD JAMB 3 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. \�\�\ \/\/ SEE PLAN SEE PLAN 1. FILL ALL CELLS WHEN #5 REBAR CONT. MIN- CLR. \�j\\� /,///\ j/ \\//\/ ON 3' CHAIR NH EIGHTLIS BETWEEN ABOVE RADE?4" AND 40" SIGN &SEAL SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. �\ NOTE: SEE PLAN FOR GARAGE DOOR SEE PLAN 2. FOR STEM WALLS GREATER THAN ON 3' CHAIRS TYP. �� OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH 1 -4 ENGINEERED WINDSPEED SEE PLAN 40" HIGH- CONSULT ENGINEER DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT (2) #5 CONT. DOOR AND CONNECTION PER TYPICAL EXTERIOR FRAME WALL 3 UNLESS NOTED ON FLOOR PLAN. TYPICAL GARAGE DOOR RECE55 8 GARAGE DOOR MANUFACTURER MONOLITHIC FOOTING gGALE: N.T.S.TYFICAL FILLED LINTEL 455EME3LY SCALE: N.T.S. TIT 'PICAL EXTERIOiz F1�AME UJ,�,LIo rl2 TYPICAL GARAGE DOOR SCALE: N.T.S. STEM WALL FOOTING SCALE: "'T•5• TRACK MOUNTING DETAIL SCALE: N.T.S. FEB 13 2014 ABLE TRUSS 'L' E3RACINC% REQUIREI"ENTS05A,040 ON NEIG VERTICAL WEB NO (1) 2'x4" (2) 2"0" (2) 2"x6" SPACING "L" BRACE "L" BRACE "L' BRACE "L" BRACE 16' 0'0" - 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 - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT 0 DIAPHRAGM BLOCKING 2 x 4 TOP CORD BLOCKINGO.C. FOR 20'" '" SEE STRUCTURAL NOTES AND NAILING FIRST FOUR ROWS OF TRUSSESS 0 ®EDGES OF -t)MAX 20-0MAX SHEATHING TYPICALC SCHEDULE FOR SHEATHING DETAIL . BACK NAIL AND TOE T) NAIL ALTERNATE ENDS W/ (2) 16d NAILS. "X" BRACE SEE DETAIL ONTINUOUS OTTOM CORD BRACING 1"X4" MIN. 2X6 FASCIA JF- DOWNSET TOPCHORD OF GABLE 7AX END TRUSS TO RUN 2"x 4" OUTLOOKERS SPACED 024" (2) 16d TOENAILS O.C. (1) SIMPSON H5 0 EACH INTO EACH LEDGER. OUTLOOKER 2"x 4" LEDGER. (2) 12d BLOCKING, FASTEN WITH MOISTURE BARRIERgo GABLE END BRACING 4 0 � W 1Odx3" 0 4" 0/C SIMPSON META20 OR LTA1 4'-0" O/C MAX FOR .s SPACED 24O.C. " FIRST (4) ROWS OF TRUSSES �Z rT 5/8" OR 1/2" CEILING DENSE GYPSUM WALL 5EE DETAILS. � � � a ® �, ...... ......... ... ......... ... .... BOARD FASTENED WITH 8d COOLER NAILS 0R 1 " 1/4" LONG DRYWALL SCREWS COMPLYING WITH .a ..... . ..... ....... . ASTM C1002 FOR FIRST 8'-0" FROM END WALL ROOF BRACING PLAN 09 ®4" 0/C TYPICAL NOT TO SCALE ©7 Pe GABLE SECTION NOIR IT IS RE CWI[RAMORS RMMM m RE1" N❑T T❑ SCALE AU ORAVM� Off= CM61MIC11011 IKOW 1�� lY OF M PR(kM ONLY. ANY FANCY BEARING SIMPSON META20 OR LTAI � SEE STRUCTURAL NOTES AND NAILING 2"x 4" TOP CORD BLOCKING ®48" O.C. FOR �T� �p oM SPACED �9 24" O.C. FIRST FOUR ROWS OF TRUSSES 0 EDGES OF SHOP DRANI(>�, CONK 9U�9Ni6 AND SCHEDULE FOR SHEATHING DETAIL NAIL ALTERNATE W/ (2) 1 dNNAILLS. TO IM ATUTION OF 1M ETIGa1EER OF RECORD PRIOR TO SEE ARCHITECTURAL *M 1 AND � DRAWM MUST HE MMM 1 GABLE END DETAIL _ SHEETS FOR ALL 2X6 FASCIA - - 1 OF 00a)CM NOT TO SCALE INFORMATION REGARDING®o1 NVCIOR 10 %99"ALL 111110=4 PRIOR W START OF Na DOWNSET TOPCHORD OF GABLE 7w S'IIUJCRM a" Ill wt mm0 mm -01 FOR END TRUSS TO RUN 2"x 4" ANY NON—STRUCTURAL ISSUES . 2'-0„ OUTLOOKERS SPACED 0 24" TIE 31RICRMaRouP ISR altsL FUR pvan ANY FINISHES, TR I M WOR K, TO EACH TOENAILS LEDIGER. AX OUTLOOKER PSON H5 ®FACET BRACING (SEE PLANS 10 01001k MUMK WM ON lWK PAM OLr0t � ETC... SHOWN ON THIS FOR LOCATIONS) TO the bt 5t of the engin_�r' s kn G{,_ the SHEET 2"x 4" LEDGER. (2) 12d �"� W� Mans and sperificatiotLs culply with tt,e 12 I S F 0 R REFERENCE TO EACH TRUSS B. "L" BRACE TO EXTEND AT LEAST nut,irnum r�cp.lirFlrents of The � lorida E1.n 1<{ing ( ) 71111�SEE TABLE) Code - Resicleutial. (2m X� WaV PURP0SES 0NLY. S2PACEDx 0 48 SAO%CR(2) 16d PER JOINT "�Vw MarWa 8 MAX. ss�tlot� Il'!�)NAILS ®EACH END (T) bu d" BRACE W/ 10d ® 4" O/C I I ABLE TRUSS ( aeten) SEE SCHEDULE FOR SIZE 1/z CDX PLYWOOD OR 7/16 os6 "M+� �+t++ MMMM ( 2x4 PANEL BLOCKING C� 48" O.C. �� �� �N rrid AND LOCATION) FOR THE FIRST 8'-0" OF END WALL butldR� .o*u®n II�00 I� SHEATHING ATTACHED W/ 8d RINGSHAND NAILS ®4" O.C. �Mc mph oW mom FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD l�lO ATTACHED W/ (2) 16-d TOENAILS VCONTINUOUS BOTTOM CORD BRACING 1"A" MIN. 71w >. NaNd 0 �n*n alter *w data t OdX3" @ 3" 0/C THROUGH mftO the noul�wents a/ CHORD INTO 2"x6" P.T. PLATEad 00 edfflm of 00 Maivid MMq Code to 8 " X " BRACING DETAIL " &Oft"&'°` O*Waled for *„ .,,.„ ot,nl *4011 2x4 "T" ON TOP OF PANEL SIMPSON HOA10 0 36" O.C. NOT T❑ SCALE mow, I1*•1 aamftw Bdor LOCKING, FASTEN WITH TUD WALL (SEE TYP. SEC.) �" vWV &W am ABLE TRUSS 10dx3" 0 4" 0/C SIMPSON SP4 EACH STUD REV. DATE & COMMENTS BY 5/8" OR 1/2" CEILING DENSE GYPSUM WALL BOARD FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR DBL. TOP PLATE FIRST 8'-0" FROM END WALL 0 4" O/C TYPICAL 5 GABLE SECTIHN NUT TO SCALE PRE-ENGINEERED WOOD TRUSSE AT LEAST ONE TRUSS OVERLAP 2'x L- f3RACE _ (2)2"x 4" DIAGC)NAL BRACING SPACE ATTACHED u1/ 16d NAILS ATTACHED UJ/ (5) 8d NAILS m 4" O/C TYPICAL DBL. TOP PLATE SIMPSON HOA10 STUDS ®16" O.C. r� ONT. BEARING SIMPSON SP4 V ) (TYP.) ®EACH STUD C-�At�LE TRLJ55 WE 9 GABLE END DIAL, ATTACHMENT 2 GABLE END DETAIL — FRAME NOT T❑ SCALE INIMUM (2) 12d PER JOINT 2 Q NOT TO SCALE INIMUM 1"x4" TRUSS BRACING 0 6 RAT—RUN BRACING DETAIL NOT TO SCALE WOOD HEADER AS PER STRUCTURAL PLANS 7 CONTRACTOR TO PROVIDE PRE-CUT 7/16" WOOD STRUCTURAL PANELS TO PROTECT WINDOW / DOOR OPENINGS AGAINST MISSILE IMPACrF. ALL PANELS TO BE LABELED AND STORED. ELCO TEXTRON FEMALE' PANEIMATE FACE OF MASONRY OR PANELS TO BE CUrI, TO PROTECT STOREFRONT WINDOWS L S (FASTENER SPACING) "L" BRACE W/ 10d CD 4" O.C. NOTE: "L" TO EACH TRUSS W B. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) U O 12 GO V4 7/16" MIN. (SEE SCHEDULE FOR SIZE 1) BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, �22"x4" D,�AG. BRAC6d T 6'-0" < L <- 8'•®O" MAX. V) ND LOCATION SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. "L" SING ACED ® 48 0/C. (4 16d8 NAILS ® EACH END (TYP) ---- — PATTERN STARTING FROM — AIM 2) BRACE TO BE FASTENED TO GABLE STUD WITH Ct IENnTlous OR OTHER 10dx3" NAILS ® 4" 0/C. ABLE TRUSS DRAWN BY: FINISH SECTION 1606. I.4 AND TABLE 1606.1.4. SCALE: 2x4 PANEL BLOCKING 0 48" O.C. 1/2" CDX PLYWOOD OR 7/16" OSB RINGSHANK NAILS @ 3" 0. C. S3 PERIMETER, 4" O.C. EDGES FOR THE FIRST 8'-0" OF END WALL SHEATHING ATTACHED W/ 8d RINGSHAND NAILS 0 4' O.C. CORNER JACK o SIGN & AL FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD TE, SEE TYP, WALL L ATTACHED W/ (2) 16-d TOENAILS > 1OdX3" 0 3" O/C THROUGH PLA «r CHORD INTO 2"4" P.T. PLATE 1. 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH MOISTURE BARRIERgo GABLE END BRACING 4 0 � W 1Odx3" 0 4" 0/C SIMPSON META20 OR LTA1 4'-0" O/C MAX FOR .s SPACED 24O.C. " FIRST (4) ROWS OF TRUSSES �Z rT 5/8" OR 1/2" CEILING DENSE GYPSUM WALL 5EE DETAILS. � � � a ® �, ...... ......... ... ......... ... .... BOARD FASTENED WITH 8d COOLER NAILS 0R 1 " 1/4" LONG DRYWALL SCREWS COMPLYING WITH .a ..... . ..... ....... . ASTM C1002 FOR FIRST 8'-0" FROM END WALL ROOF BRACING PLAN 09 ®4" 0/C TYPICAL NOT TO SCALE ©7 Pe GABLE SECTION NOIR IT IS RE CWI[RAMORS RMMM m RE1" N❑T T❑ SCALE AU ORAVM� Off= CM61MIC11011 IKOW 1�� lY OF M PR(kM ONLY. ANY FANCY BEARING SIMPSON META20 OR LTAI � SEE STRUCTURAL NOTES AND NAILING 2"x 4" TOP CORD BLOCKING ®48" O.C. FOR �T� �p oM SPACED �9 24" O.C. FIRST FOUR ROWS OF TRUSSES 0 EDGES OF SHOP DRANI(>�, CONK 9U�9Ni6 AND SCHEDULE FOR SHEATHING DETAIL NAIL ALTERNATE W/ (2) 1 dNNAILLS. TO IM ATUTION OF 1M ETIGa1EER OF RECORD PRIOR TO SEE ARCHITECTURAL *M 1 AND � DRAWM MUST HE MMM 1 GABLE END DETAIL _ SHEETS FOR ALL 2X6 FASCIA - - 1 OF 00a)CM NOT TO SCALE INFORMATION REGARDING®o1 NVCIOR 10 %99"ALL 111110=4 PRIOR W START OF Na DOWNSET TOPCHORD OF GABLE 7w S'IIUJCRM a" Ill wt mm0 mm -01 FOR END TRUSS TO RUN 2"x 4" ANY NON—STRUCTURAL ISSUES . 2'-0„ OUTLOOKERS SPACED 0 24" TIE 31RICRMaRouP ISR altsL FUR pvan ANY FINISHES, TR I M WOR K, TO EACH TOENAILS LEDIGER. AX OUTLOOKER PSON H5 ®FACET BRACING (SEE PLANS 10 01001k MUMK WM ON lWK PAM OLr0t � ETC... SHOWN ON THIS FOR LOCATIONS) TO the bt 5t of the engin_�r' s kn G{,_ the SHEET 2"x 4" LEDGER. (2) 12d �"� W� Mans and sperificatiotLs culply with tt,e 12 I S F 0 R REFERENCE TO EACH TRUSS B. "L" BRACE TO EXTEND AT LEAST nut,irnum r�cp.lirFlrents of The � lorida E1.n 1<{ing ( ) 71111�SEE TABLE) Code - Resicleutial. (2m X� WaV PURP0SES 0NLY. S2PACEDx 0 48 SAO%CR(2) 16d PER JOINT "�Vw MarWa 8 MAX. ss�tlot� Il'!�)NAILS ®EACH END (T) bu d" BRACE W/ 10d ® 4" O/C I I ABLE TRUSS ( aeten) SEE SCHEDULE FOR SIZE 1/z CDX PLYWOOD OR 7/16 os6 "M+� �+t++ MMMM ( 2x4 PANEL BLOCKING C� 48" O.C. �� �� �N rrid AND LOCATION) FOR THE FIRST 8'-0" OF END WALL butldR� .o*u®n II�00 I� SHEATHING ATTACHED W/ 8d RINGSHAND NAILS ®4" O.C. �Mc mph oW mom FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD l�lO ATTACHED W/ (2) 16-d TOENAILS VCONTINUOUS BOTTOM CORD BRACING 1"A" MIN. 71w >. NaNd 0 �n*n alter *w data t OdX3" @ 3" 0/C THROUGH mftO the noul�wents a/ CHORD INTO 2"x6" P.T. PLATEad 00 edfflm of 00 Maivid MMq Code to 8 " X " BRACING DETAIL " &Oft"&'°` O*Waled for *„ .,,.„ ot,nl *4011 2x4 "T" ON TOP OF PANEL SIMPSON HOA10 0 36" O.C. NOT T❑ SCALE mow, I1*•1 aamftw Bdor LOCKING, FASTEN WITH TUD WALL (SEE TYP. SEC.) �" vWV &W am ABLE TRUSS 10dx3" 0 4" 0/C SIMPSON SP4 EACH STUD REV. DATE & COMMENTS BY 5/8" OR 1/2" CEILING DENSE GYPSUM WALL BOARD FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR DBL. TOP PLATE FIRST 8'-0" FROM END WALL 0 4" O/C TYPICAL 5 GABLE SECTIHN NUT TO SCALE PRE-ENGINEERED WOOD TRUSSE AT LEAST ONE TRUSS OVERLAP 2'x L- f3RACE _ (2)2"x 4" DIAGC)NAL BRACING SPACE ATTACHED u1/ 16d NAILS ATTACHED UJ/ (5) 8d NAILS m 4" O/C TYPICAL DBL. TOP PLATE SIMPSON HOA10 STUDS ®16" O.C. r� ONT. BEARING SIMPSON SP4 V ) (TYP.) ®EACH STUD C-�At�LE TRLJ55 WE 9 GABLE END DIAL, ATTACHMENT 2 GABLE END DETAIL — FRAME NOT T❑ SCALE INIMUM (2) 12d PER JOINT 2 Q NOT TO SCALE INIMUM 1"x4" TRUSS BRACING 0 6 RAT—RUN BRACING DETAIL NOT TO SCALE WOOD HEADER AS PER STRUCTURAL PLANS 7 CONTRACTOR TO PROVIDE PRE-CUT 7/16" WOOD STRUCTURAL PANELS TO PROTECT WINDOW / DOOR OPENINGS AGAINST MISSILE IMPACrF. ALL PANELS TO BE LABELED AND STORED. ELCO TEXTRON FEMALE' PANEIMATE FACE OF MASONRY OR PANELS TO BE CUrI, TO PROTECT STOREFRONT WINDOWS L S (FASTENER SPACING) PLYWOOD PANEL THICKNESS L <- 2'-0" 10 tl U O 2'--0" < L <- 4'-0" GO V4 7/16" MIN. x ITE T 6'-0" < L <- 8'•®O" Cl) Z U CD 0 V) P SHEETS IN STAGGERED ---- — PATTERN STARTING FROM — AIM RECEIVE 2 1/2" LONG 48 SHEET METAL SCREWS AS PER FBC Ct IENnTlous OR OTHER DATE: DRAWN BY: BLOCKING, FASTEN WITH MOISTURE BARRIERgo GABLE END BRACING 4 0 � W 1Odx3" 0 4" 0/C SIMPSON META20 OR LTA1 4'-0" O/C MAX FOR .s SPACED 24O.C. " FIRST (4) ROWS OF TRUSSES �Z rT 5/8" OR 1/2" CEILING DENSE GYPSUM WALL 5EE DETAILS. � � � a ® �, ...... ......... ... ......... ... .... BOARD FASTENED WITH 8d COOLER NAILS 0R 1 " 1/4" LONG DRYWALL SCREWS COMPLYING WITH .a ..... . ..... ....... . ASTM C1002 FOR FIRST 8'-0" FROM END WALL ROOF BRACING PLAN 09 ®4" 0/C TYPICAL NOT TO SCALE ©7 Pe GABLE SECTION NOIR IT IS RE CWI[RAMORS RMMM m RE1" N❑T T❑ SCALE AU ORAVM� Off= CM61MIC11011 IKOW 1�� lY OF M PR(kM ONLY. ANY FANCY BEARING SIMPSON META20 OR LTAI � SEE STRUCTURAL NOTES AND NAILING 2"x 4" TOP CORD BLOCKING ®48" O.C. FOR �T� �p oM SPACED �9 24" O.C. FIRST FOUR ROWS OF TRUSSES 0 EDGES OF SHOP DRANI(>�, CONK 9U�9Ni6 AND SCHEDULE FOR SHEATHING DETAIL NAIL ALTERNATE W/ (2) 1 dNNAILLS. TO IM ATUTION OF 1M ETIGa1EER OF RECORD PRIOR TO SEE ARCHITECTURAL *M 1 AND � DRAWM MUST HE MMM 1 GABLE END DETAIL _ SHEETS FOR ALL 2X6 FASCIA - - 1 OF 00a)CM NOT TO SCALE INFORMATION REGARDING®o1 NVCIOR 10 %99"ALL 111110=4 PRIOR W START OF Na DOWNSET TOPCHORD OF GABLE 7w S'IIUJCRM a" Ill wt mm0 mm -01 FOR END TRUSS TO RUN 2"x 4" ANY NON—STRUCTURAL ISSUES . 2'-0„ OUTLOOKERS SPACED 0 24" TIE 31RICRMaRouP ISR altsL FUR pvan ANY FINISHES, TR I M WOR K, TO EACH TOENAILS LEDIGER. AX OUTLOOKER PSON H5 ®FACET BRACING (SEE PLANS 10 01001k MUMK WM ON lWK PAM OLr0t � ETC... SHOWN ON THIS FOR LOCATIONS) TO the bt 5t of the engin_�r' s kn G{,_ the SHEET 2"x 4" LEDGER. (2) 12d �"� W� Mans and sperificatiotLs culply with tt,e 12 I S F 0 R REFERENCE TO EACH TRUSS B. "L" BRACE TO EXTEND AT LEAST nut,irnum r�cp.lirFlrents of The � lorida E1.n 1<{ing ( ) 71111�SEE TABLE) Code - Resicleutial. (2m X� WaV PURP0SES 0NLY. S2PACEDx 0 48 SAO%CR(2) 16d PER JOINT "�Vw MarWa 8 MAX. ss�tlot� Il'!�)NAILS ®EACH END (T) bu d" BRACE W/ 10d ® 4" O/C I I ABLE TRUSS ( aeten) SEE SCHEDULE FOR SIZE 1/z CDX PLYWOOD OR 7/16 os6 "M+� �+t++ MMMM ( 2x4 PANEL BLOCKING C� 48" O.C. �� �� �N rrid AND LOCATION) FOR THE FIRST 8'-0" OF END WALL butldR� .o*u®n II�00 I� SHEATHING ATTACHED W/ 8d RINGSHAND NAILS ®4" O.C. �Mc mph oW mom FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD l�lO ATTACHED W/ (2) 16-d TOENAILS VCONTINUOUS BOTTOM CORD BRACING 1"A" MIN. 71w >. NaNd 0 �n*n alter *w data t OdX3" @ 3" 0/C THROUGH mftO the noul�wents a/ CHORD INTO 2"x6" P.T. PLATEad 00 edfflm of 00 Maivid MMq Code to 8 " X " BRACING DETAIL " &Oft"&'°` O*Waled for *„ .,,.„ ot,nl *4011 2x4 "T" ON TOP OF PANEL SIMPSON HOA10 0 36" O.C. NOT T❑ SCALE mow, I1*•1 aamftw Bdor LOCKING, FASTEN WITH TUD WALL (SEE TYP. SEC.) �" vWV &W am ABLE TRUSS 10dx3" 0 4" 0/C SIMPSON SP4 EACH STUD REV. DATE & COMMENTS BY 5/8" OR 1/2" CEILING DENSE GYPSUM WALL BOARD FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR DBL. TOP PLATE FIRST 8'-0" FROM END WALL 0 4" O/C TYPICAL 5 GABLE SECTIHN NUT TO SCALE PRE-ENGINEERED WOOD TRUSSE AT LEAST ONE TRUSS OVERLAP 2'x L- f3RACE _ (2)2"x 4" DIAGC)NAL BRACING SPACE ATTACHED u1/ 16d NAILS ATTACHED UJ/ (5) 8d NAILS m 4" O/C TYPICAL DBL. TOP PLATE SIMPSON HOA10 STUDS ®16" O.C. r� ONT. BEARING SIMPSON SP4 V ) (TYP.) ®EACH STUD C-�At�LE TRLJ55 WE 9 GABLE END DIAL, ATTACHMENT 2 GABLE END DETAIL — FRAME NOT T❑ SCALE INIMUM (2) 12d PER JOINT 2 Q NOT TO SCALE INIMUM 1"x4" TRUSS BRACING 0 6 RAT—RUN BRACING DETAIL NOT TO SCALE WOOD HEADER AS PER STRUCTURAL PLANS 7 CONTRACTOR TO PROVIDE PRE-CUT 7/16" WOOD STRUCTURAL PANELS TO PROTECT WINDOW / DOOR OPENINGS AGAINST MISSILE IMPACrF. ALL PANELS TO BE LABELED AND STORED. ELCO TEXTRON FEMALE' PANEIMATE FACE OF MASONRY OR PANELS TO BE CUrI, TO PROTECT STOREFRONT WINDOWS L S (FASTENER SPACING) PLYWOOD PANEL THICKNESS L <- 2'-0" 10 tl U O 2'--0" < L <- 4'-0" GO V4 7/16" MIN. U 12" O.C. T 6'-0" < L <- 8'•®O" 9" O.C. V) P SHEETS IN STAGGERED Q PATTERN STARTING FROM AIM RECEIVE 2 1/2" LONG 48 SHEET METAL SCREWS AS PER FBC BLOCKING, FASTEN WITH MOISTURE BARRIERgo GABLE END BRACING 4 0 � W 1Odx3" 0 4" 0/C SIMPSON META20 OR LTA1 4'-0" O/C MAX FOR .s SPACED 24O.C. " FIRST (4) ROWS OF TRUSSES �Z rT 5/8" OR 1/2" CEILING DENSE GYPSUM WALL 5EE DETAILS. � � � a ® �, ...... ......... ... ......... ... .... BOARD FASTENED WITH 8d COOLER NAILS 0R 1 " 1/4" LONG DRYWALL SCREWS COMPLYING WITH .a ..... . ..... ....... . ASTM C1002 FOR FIRST 8'-0" FROM END WALL ROOF BRACING PLAN 09 ®4" 0/C TYPICAL NOT TO SCALE ©7 Pe GABLE SECTION NOIR IT IS RE CWI[RAMORS RMMM m RE1" N❑T T❑ SCALE AU ORAVM� Off= CM61MIC11011 IKOW 1�� lY OF M PR(kM ONLY. ANY FANCY BEARING SIMPSON META20 OR LTAI � SEE STRUCTURAL NOTES AND NAILING 2"x 4" TOP CORD BLOCKING ®48" O.C. FOR �T� �p oM SPACED �9 24" O.C. FIRST FOUR ROWS OF TRUSSES 0 EDGES OF SHOP DRANI(>�, CONK 9U�9Ni6 AND SCHEDULE FOR SHEATHING DETAIL NAIL ALTERNATE W/ (2) 1 dNNAILLS. TO IM ATUTION OF 1M ETIGa1EER OF RECORD PRIOR TO SEE ARCHITECTURAL *M 1 AND � DRAWM MUST HE MMM 1 GABLE END DETAIL _ SHEETS FOR ALL 2X6 FASCIA - - 1 OF 00a)CM NOT TO SCALE INFORMATION REGARDING®o1 NVCIOR 10 %99"ALL 111110=4 PRIOR W START OF Na DOWNSET TOPCHORD OF GABLE 7w S'IIUJCRM a" Ill wt mm0 mm -01 FOR END TRUSS TO RUN 2"x 4" ANY NON—STRUCTURAL ISSUES . 2'-0„ OUTLOOKERS SPACED 0 24" TIE 31RICRMaRouP ISR altsL FUR pvan ANY FINISHES, TR I M WOR K, TO EACH TOENAILS LEDIGER. AX OUTLOOKER PSON H5 ®FACET BRACING (SEE PLANS 10 01001k MUMK WM ON lWK PAM OLr0t � ETC... SHOWN ON THIS FOR LOCATIONS) TO the bt 5t of the engin_�r' s kn G{,_ the SHEET 2"x 4" LEDGER. (2) 12d �"� W� Mans and sperificatiotLs culply with tt,e 12 I S F 0 R REFERENCE TO EACH TRUSS B. "L" BRACE TO EXTEND AT LEAST nut,irnum r�cp.lirFlrents of The � lorida E1.n 1<{ing ( ) 71111�SEE TABLE) Code - Resicleutial. (2m X� WaV PURP0SES 0NLY. S2PACEDx 0 48 SAO%CR(2) 16d PER JOINT "�Vw MarWa 8 MAX. ss�tlot� Il'!�)NAILS ®EACH END (T) bu d" BRACE W/ 10d ® 4" O/C I I ABLE TRUSS ( aeten) SEE SCHEDULE FOR SIZE 1/z CDX PLYWOOD OR 7/16 os6 "M+� �+t++ MMMM ( 2x4 PANEL BLOCKING C� 48" O.C. �� �� �N rrid AND LOCATION) FOR THE FIRST 8'-0" OF END WALL butldR� .o*u®n II�00 I� SHEATHING ATTACHED W/ 8d RINGSHAND NAILS ®4" O.C. �Mc mph oW mom FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD l�lO ATTACHED W/ (2) 16-d TOENAILS VCONTINUOUS BOTTOM CORD BRACING 1"A" MIN. 71w >. NaNd 0 �n*n alter *w data t OdX3" @ 3" 0/C THROUGH mftO the noul�wents a/ CHORD INTO 2"x6" P.T. PLATEad 00 edfflm of 00 Maivid MMq Code to 8 " X " BRACING DETAIL " &Oft"&'°` O*Waled for *„ .,,.„ ot,nl *4011 2x4 "T" ON TOP OF PANEL SIMPSON HOA10 0 36" O.C. NOT T❑ SCALE mow, I1*•1 aamftw Bdor LOCKING, FASTEN WITH TUD WALL (SEE TYP. SEC.) �" vWV &W am ABLE TRUSS 10dx3" 0 4" 0/C SIMPSON SP4 EACH STUD REV. DATE & COMMENTS BY 5/8" OR 1/2" CEILING DENSE GYPSUM WALL BOARD FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR DBL. TOP PLATE FIRST 8'-0" FROM END WALL 0 4" O/C TYPICAL 5 GABLE SECTIHN NUT TO SCALE PRE-ENGINEERED WOOD TRUSSE AT LEAST ONE TRUSS OVERLAP 2'x L- f3RACE _ (2)2"x 4" DIAGC)NAL BRACING SPACE ATTACHED u1/ 16d NAILS ATTACHED UJ/ (5) 8d NAILS m 4" O/C TYPICAL DBL. TOP PLATE SIMPSON HOA10 STUDS ®16" O.C. r� ONT. BEARING SIMPSON SP4 V ) (TYP.) ®EACH STUD C-�At�LE TRLJ55 WE 9 GABLE END DIAL, ATTACHMENT 2 GABLE END DETAIL — FRAME NOT T❑ SCALE INIMUM (2) 12d PER JOINT 2 Q NOT TO SCALE INIMUM 1"x4" TRUSS BRACING 0 6 RAT—RUN BRACING DETAIL NOT TO SCALE WOOD HEADER AS PER STRUCTURAL PLANS 7 CONTRACTOR TO PROVIDE PRE-CUT 7/16" WOOD STRUCTURAL PANELS TO PROTECT WINDOW / DOOR OPENINGS AGAINST MISSILE IMPACrF. ALL PANELS TO BE LABELED AND STORED. ELCO TEXTRON FEMALE' PANEIMATE FACE OF MASONRY OR PANELS TO BE CUrI, TO PROTECT STOREFRONT WINDOWS L S (FASTENER SPACING) PLYWOOD PANEL THICKNESS L <- 2'-0" 16" O.C. 7/16" MIN. 2'--0" < L <- 4'-0" ANCHOR W/ 1-s MIN. EM ME NT SEE PLYWOOD WALL SCHEDULE FOR SPACING 7/ SHEATHING WI IGH. ARE .LESS THAN 96" IN WIDTH. PRE -DRILL PANELS TO 7/16" MIN. 4'-0" < L <- 6'-0" 12" O.C. HIP GIRDER 6'-0" < L <- 8'•®O" 9" O.C. 7/16" MIN. SINi SHEETS IN STAGGERED Q PATTERN STARTING FROM RECEIVE 2 1/2" LONG 48 SHEET METAL SCREWS AS PER FBC Ct IENnTlous OR OTHER DATE: DRAWN BY: FINISH SECTION 1606. I.4 AND TABLE 1606.1.4. SCALE: SHEATHING W/ 8d SEE UPLIFT SCHEDULE FOR STRAPPIN RINGSHANK NAILS @ 3" 0. C. S3 PERIMETER, 4" O.C. EDGES CORNER JACK o SIGN & AL k ANCH. ALTERNATE PROTECTION MAY BE PROVIDED USING TE, SEE TYP, WALL L r "•.:HURRICANE SHUTTER SYSTEMS APPROVED FOR USE IN WIND > /4-20 SCREW W/ BOURNE DEBRIS ZONES AS PER FBC, 2010. PLA «r 1. \_-PLYWOOD PANE - SEE TIMBER OR SCHEDULE FOR MIN. m MASONRY OPENING THICKNESS EDGE OF PLYWOOD PANEL z ® TYPICAL PARR ATTACKIIIIIIIII[liff PLYWOOD PRO`I EC III -PAM SCHEDW L - GREATER VALUE OF Ll OR L2 , S a FANNER 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 <- 8'•®O" 9" O.C. 7/16" MIN. PLYWOOD PANEL 2T PIN. 1) SIMPS ETA12 0 EACH END JACK (TYF, 1 E.CO TEXTRON FEMALE UNE OF WALL OPENING 1) SIMPSON ETA20 @ HIP JACK PANEWATE ANCHORS W/ 1-3/4' MIN. ruRrn • NOTES: 1. ALL PANELS SHALL BE PRE-CUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. • • OUBLE TOP PLATE D[ 0 7" 0OOD ;7 OSB SHEATHING, ATTACH SINi SHEETS IN STAGGERED Q PATTERN STARTING FROM CORNER OF WALL. JOB NUMBER: DATE: DRAWN BY: ATTACH PLYWOOD SCALE: SHEATHING W/ 8d SHEET NUMBER RINGSHANK NAILS @ 3" 0. C. S3 PERIMETER, 4" O.C. EDGES AND 6" O C, FIELD. SIGN & AL GLE P,T, BOTTOM TE, SEE TYP, WALL TI❑N F❑R PLA «r OUBLE TOP PLATE 0 7" 0OOD MINIMUM PLYW❑❑D / OSB SHEATHING, ATTACH I SHEETS IN STAGGERED Q PATTERN STARTING FROM CORNER OF WALL. JOB NUMBER: DATE: DRAWN BY: ATTACH PLYWOOD SCALE: SHEATHING W/ 8d SHEET NUMBER RINGSHANK NAILS @ 3" 0. C. S3 PERIMETER, 4" O.C. EDGES AND 6" O C, FIELD. SIGN & AL GLE P,T, BOTTOM TE, SEE TYP, WALL TI❑N F❑R A s 3 HIP ROOF FRAMING 10 WALL SHEATHING ATTACHMENT ATTACHMENT. EXTERNAL PLYWOOD PANEL PROTECTION SCHEDULE NTS NOT TO SCALE NOT TO SCALE FEB 131014 Window au d door open require debris impact protection as per Chapter 16 of the FBC, 2010 Edition. Protection can be provided through external panels (shown dere), pre-engineered Shutters (by others) or impact rated windows/doors (by others) FIRE RATED 5H€ATIIING6"X 12" (minimum depth) CIF (48" BEYOND EACH WALL) �- RAKE BEAM W/ (2) #5 REBAR ]1, SEE ,••;• , I PLANS R30 BLOWN INSUL FLAT LIVING CLO. AREAS VAULTOED BATT INSUL AREAS M, , , , 1 I\ 11 ri i I , jl i 1/2" GYP WB R30 BATT INSUL j) _ CEILING BOARD K.& BLOCK W%F(1) #5 CONT. IN EACH ((1 2x8 PT LEDGER W/ 2 ROWS OF 1)2"0 THRU- BOLTS FIREWALL CLASSIFICATION (2 HOUR) AT 32" O.C. & STAGGERED MASONRY FIREWALL; UL U901 "- NON -LOAD BEARING TENANT FIRE WALL 2 SECTION - 2 -HOUR RATED 3/4 -STRUCTURAL SHEATHING GLUED AND NAILED W/ 8d COMMON SCALE: N.T.S. 6" 0/C EDGES AND 12" 0/C FIELD FIRE RATED SHEATHING 8"X 12" (minimum depth) CIP FLOOR SYSTEM (48" BEYOND FIREWALL FACE) RAKE BEAM W/ (2) #5 REBAR SEE FRAMING PLAN FOR MORE INFORMATION 1/2" CD GYP. (TYP) GAP TRUSS 0 2'-0" O.C. TYP. TYP. 2-2x12 LEDGER W/ 2 ROWS OF 5/8" DIA.x6" ANCHOR BOLTS AT 16" O.C. & STAGGERED 1 j " GYP. BD. DRYWALL OVER 33//4" RICIDFINSUILATION STRIPSZX R30 BATF INSUL CEILING BOARD (1) COURSE W/ (1) #5 CONT. FIREWALL CLASSIFICATION (2 HOUR (1) 2x8 PT LEDGER W/ 2 ROWS OF MASONRY FIREWALL; UL U901 1/2AT 32" OTIC & STAGGERED NU AND 2" WASHER TYP. LOAD BEARING TENANT SEPERATION 2-2 X 12 S.Y.P. r33 . CONTRACTOR TO PROVIDE SOIL TREATMENT SCALE: N.T.S. DOCUMENTATION TO INSPECTOR FOR REVIEW. .a 4" THICK 3000 PSI CONC. SLAB 31/2- ___o w/ 6x 6 W1.4W1.4 WWF 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON .006" POLYETHYLENE VAPOR BARRIER 4 1/4" a UNDER SLAB OVER CLEAN COMPACTED 6" 0/C EDGES AND 12" 0/C FIELD FILL (AS PER CODE REQUIRED) w/ TERMITE TREATMENT 3 1 ° 4" THICK 2500 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 \ -4 4' '" FLOOR SYSTEM SEE FRAMING PLAN 1\ FOR MORE INFORMATION ,� 1/2- CD GYP. (TYP) -� 1, /2 CAP TYP. 2-2x12 LEDGER W/ 2 ROWS OF - 5/8" DIA.x6" ANCHOR BOLTS AT 16" O.C. & STAGGERED 5/8"� X 6" ANCHOR BOLTS (OR THRU BOLTS) AT 16 O.C, (STAGGER BOLT LOCATION TO AVOID INTERFERENCE FIREWALL CLASSIFICATION (2 HOUR) MASONRY FIREWALL; UL U901 GYPSUM KNEEWALL; UL U308 (2) COURSES / O F - #5 CUNT. K. BLOCK W 1 IN EACH LOAD BEARING TENANT SEPERATION SCALE: N.T.S. 8" C.M.U. MASONRY WALL SEE PLANS FOR REINFORCEMENT LOCATION AND SPECIFICATIONS OL ELEVATION 0'-0" ASSUMED 8" 7 FINISHED FLOOR GRADE MIN. � nN STD. 90' HOOK --f! (SEE DETAIL) SEE PLAN SEE PLAN ALTERNATE WALL SECTION SCALE: N.T.S 8" CMU BLOCK MASONRY 1/2" GYPSUM DRYWALL 1x4 WD FURRING 0 16" 0/C 3 1/4" BASEBOARD (1) #5 VERIT. 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" a TOP OF SLAB 6 MIL VISQUEEN III - CLEAN COMPACTED FIL_ _ _= SEE PLAN SEE PLAN STD. HOOK (SEE DE .) 2 -HOUR FIRE _RATED PARTY WALL r7 SCALE: N.T.S ! a i 4 4 i' q a ---------- ]4 :Aj-41 4a : 8"X 12" (minimum depth) CIP 1/2" GYP. B :ENCLOSED BUILDING AND AS SUCH HAS BEEN DESIGNED WITH AN 12 MAX a .. 'a4 .Y a 4.. a.. '• •.. •.4. RAKE BEAM W/ (2) #5 REBAR ROOF HEIGHT OF 30 FEET AND COMPLIES WITH WIND SPEED MAPS AS 2x4's 0 16" 0•C- . •' USING ALLOWABLE STRESS DESIGN METHODS. AS SUCH VASD HAS BEEN 2"x P.T. LEDGER AS NEEDED DESIGN WIND PRESSURES •', y ' a,' .a: a 4' a a s ' d DESIGN WIND PRESSURE (PSF) TO MATCH CEILING BEARING. SEE Ultimate Wind Speed •; 4 Effective SEE SECTIONS FOR LEDGER SPEC. 139 MPH 3 -sec. Gust 4 /C EACH FACE OR 3 -ROWS 5 1x- BALUSTERS NAILS STAGGERED 0 16" 0/C °. �. 4.. ' (1) COURSE OF GROUTED SOLID SQ FT ' ••♦ '! '4 ♦n♦a a 4 1, , K.O. BLOCK W 1 5 CONT. 33.0 ..a a• .4 ® .' 40.7 16d NAILS16" ES RUN d 0/C TYP•BLE 2"X 12" HEADER W// 1//2"H P�RALLELHTOEPAR�Y WALL,SLEDGER PLATE UNLESS NOTED OINERYASE ON PLANS m 4x4 NEWEL POST CAN CONSIST OF (1) 2"x 4" P.T. W/ Q . oa l° '!: .<. ♦d a Y4"O TAPCONS @ 16" O.C. TO CARRY 1" ING 2"x4"LEDGER BLOCK W/ 16d TYP. _ o UNLESS NOTED OTHERWISE CEILING DIAPHRAGM PATTERN) INTO CMU ! a i 4 4 i' q a ---------- ]4 :Aj-41 4a : 8'-0" MAX." (SEE PLAN FOR SPACING)I" 11" A , 8'-0" MAX � 8'-0" MAX PARTY WALL RAKE BEAM NOTE; SEE PLAN SHEETS FOR ALL DIMENSIONAL INFORMATION _ Nln"r Tn CrAI 17 CONCRETE ROOF TiL€S OR SHINGLES- PRE-ENGINEERED HINGL€CPRE-ENGINEERED WOOD TRUSSES /mow/2X4 TOP CHORD AT 24" O.C. PEEL AND STICK ROOFING UNDERLAYMENT (TILE) 15 LB ROOFING FLTT ((SHINGLES) SHINGLE ROOF S�TEfJI TILE ROOF SYSTEM 7/16" RADIANT BARRIER OSB 17/32" RADIANT OSB SHEATHING SHEATHING FASTENED TO TRUSSES FASTENED TO TRUSSES WiTH 8d WITH 8d RINGSHANK NAILS 0 RINGSHANK NAILS 0 4"0/C / 4"0/C BOUNDARIES, 6" 0/C EDGES BOUNDARIES, 6" 0/C EDGES & 8" & 8" 0/C FIELD O/C FIELD -SIMPSON META20 U.N.O TRUSS w/ METAL PLATE UNDER EACH TRUSS TOP OF LINTEL ELEV. SEE ARCHITECTURALS SEE ARCHITECTURALS FASCIA TYPE NU� AND 2" WASHER TYP. 2-2 X 12 S.Y.P. •a 3 1/2' 4 1/4" a 3 1/ 2 -STAGGERED ROWS OF 5/8"� X 6" ANCHOR BOLTS (OR EXP. BOLTS) AT 16" O.C. (STAGGER BOLT LOCATION TO AVOID INTERFERENCE W/ FLOOR TRUSSES) K2& BLOCK W/URSES (1) #5 CONT. IN EACH 8"x 16" COMPOSITE MASONRY BEAM FILLED W/ (1) #5 REBAR IN PRECAST LINTEL AND KNOCK OUT BLOCK ABOVE. WINDOWS AND DOORS MUST BE FASTENED INTO STRUCTURAL MEMBERS PER MFG'S DETAIL REQUIREMENT PER DESIGN CRITERIA. NO SILLS AT WINDOWS FILL TOP BLOCK SOLID w/ CONC. AT WINDOW SILLS 5/8" STUCCO WALL FINISH LIMED OL ELEVATION,0'-0" DE T FINISHED FLOOR FINISH GRADE \�� > SEE PLAN MIN• MIN. SEE PLAN 4" SEE PLAN 41 TYPICAL 2 -STORY WALL SECTION SCALE: N.T.S STUD OPTIONS: 2"x 4" SYP #2 SPACED 0 12" O.C. 2"x 6" SYP #2 SPACED 0 16" O.C. 2"x 4" SYP #1 SPACED ® 16" O.C. (1) ROW OF 2x BLOCKING 0 MID HT FOR WALL HT S 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HT > W-6" R11 INSULATION 0 EXT. WALLS SIMPSON SP1 0 EA. STUD 2X P.T. PLATE WD. CAP FBC-2010 INCLUSIVE OF ASCE 7-10 WIND PROVISIONS FOR A NOMINAL .DESIGN 3 -SECOND GUST OF :139 MPH (VUL,T) OR 107.7 MPH (VASD). AS DEFINED 1/2" GYP. B :ENCLOSED BUILDING AND AS SUCH HAS BEEN DESIGNED WITH AN INTERNAL PRESSURE COEI{FICIENT OF +0.18 AND -0.18, UNADJUSTED FOR TOP PLATE 1.00 FOR BUILDING CATEGORY 11 IN AN EXPOSURE C AREA WITH A MEAN ROOF HEIGHT OF 30 FEET AND COMPLIES WITH WIND SPEED MAPS AS 2x4's 0 16" 0•C- ALL STRUCTURAL MEMBERS IN THIS BUILDING HAVE BEEN DESIGNED USING ALLOWABLE STRESS DESIGN METHODS. AS SUCH VASD HAS BEEN SEE PLAN WIND❑WS, D❑❑RS, COMPONENTS DESIGN WIND PRESSURES BOT. PLATE DESIGN WIND PRESSURE (PSF) MSTA24 ' Ultimate Wind Speed •; 4 Effective TOP RAILING WS 16d NAILS STAGGERED 139 MPH 3 -sec. Gust 4 /C EACH FACE OR 3 -ROWS 5 1x- BALUSTERS NAILS STAGGERED 0 16" 0/C 8'-0" MAX." (SEE PLAN FOR SPACING)I" 11" A , 8'-0" MAX � 8'-0" MAX PARTY WALL RAKE BEAM NOTE; SEE PLAN SHEETS FOR ALL DIMENSIONAL INFORMATION _ Nln"r Tn CrAI 17 CONCRETE ROOF TiL€S OR SHINGLES- PRE-ENGINEERED HINGL€CPRE-ENGINEERED WOOD TRUSSES /mow/2X4 TOP CHORD AT 24" O.C. PEEL AND STICK ROOFING UNDERLAYMENT (TILE) 15 LB ROOFING FLTT ((SHINGLES) SHINGLE ROOF S�TEfJI TILE ROOF SYSTEM 7/16" RADIANT BARRIER OSB 17/32" RADIANT OSB SHEATHING SHEATHING FASTENED TO TRUSSES FASTENED TO TRUSSES WiTH 8d WITH 8d RINGSHANK NAILS 0 RINGSHANK NAILS 0 4"0/C / 4"0/C BOUNDARIES, 6" 0/C EDGES BOUNDARIES, 6" 0/C EDGES & 8" & 8" 0/C FIELD O/C FIELD -SIMPSON META20 U.N.O TRUSS w/ METAL PLATE UNDER EACH TRUSS TOP OF LINTEL ELEV. SEE ARCHITECTURALS SEE ARCHITECTURALS FASCIA TYPE NU� AND 2" WASHER TYP. 2-2 X 12 S.Y.P. •a 3 1/2' 4 1/4" a 3 1/ 2 -STAGGERED ROWS OF 5/8"� X 6" ANCHOR BOLTS (OR EXP. BOLTS) AT 16" O.C. (STAGGER BOLT LOCATION TO AVOID INTERFERENCE W/ FLOOR TRUSSES) K2& BLOCK W/URSES (1) #5 CONT. IN EACH 8"x 16" COMPOSITE MASONRY BEAM FILLED W/ (1) #5 REBAR IN PRECAST LINTEL AND KNOCK OUT BLOCK ABOVE. WINDOWS AND DOORS MUST BE FASTENED INTO STRUCTURAL MEMBERS PER MFG'S DETAIL REQUIREMENT PER DESIGN CRITERIA. NO SILLS AT WINDOWS FILL TOP BLOCK SOLID w/ CONC. AT WINDOW SILLS 5/8" STUCCO WALL FINISH LIMED OL ELEVATION,0'-0" DE T FINISHED FLOOR FINISH GRADE \�� > SEE PLAN MIN• MIN. SEE PLAN 4" SEE PLAN 41 TYPICAL 2 -STORY WALL SECTION SCALE: N.T.S STUD OPTIONS: 2"x 4" SYP #2 SPACED 0 12" O.C. 2"x 6" SYP #2 SPACED 0 16" O.C. 2"x 4" SYP #1 SPACED ® 16" O.C. (1) ROW OF 2x BLOCKING 0 MID HT FOR WALL HT S 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HT > W-6" R11 INSULATION 0 EXT. WALLS SIMPSON SP1 0 EA. STUD 2X P.T. PLATE WD. CAP FBC-2010 INCLUSIVE OF ASCE 7-10 WIND PROVISIONS FOR A NOMINAL .DESIGN 3 -SECOND GUST OF :139 MPH (VUL,T) OR 107.7 MPH (VASD). AS DEFINED 1/2" GYP. B :ENCLOSED BUILDING AND AS SUCH HAS BEEN DESIGNED WITH AN INTERNAL PRESSURE COEI{FICIENT OF +0.18 AND -0.18, UNADJUSTED FOR TOP PLATE 1.00 FOR BUILDING CATEGORY 11 IN AN EXPOSURE C AREA WITH A MEAN ROOF HEIGHT OF 30 FEET AND COMPLIES WITH WIND SPEED MAPS AS 2x4's 0 16" 0•C- ALL STRUCTURAL MEMBERS IN THIS BUILDING HAVE BEEN DESIGNED USING ALLOWABLE STRESS DESIGN METHODS. AS SUCH VASD HAS BEEN SEE PLAN WIND❑WS, D❑❑RS, COMPONENTS DESIGN WIND PRESSURES BOT. PLATE DESIGN WIND PRESSURE (PSF) MSTA24 PLYWD. FLOORING Ultimate Wind Speed D OTHERWISE ON PLANS Effective TOP RAILING WS 16d NAILS STAGGERED 139 MPH 3 -sec. Gust 4 /C EACH FACE OR 3 -ROWS 5 1x- BALUSTERS NAILS STAGGERED 0 16" 0/C SQ FT 4" O.C. MAX.1x- 4(2N 2"x10" OR GREATER HEADER SQ FT + - TREADS & 30.5 33.0 RISERS 30.5 40.7 16d NAILS16" 0/C TYP•BLE 2"X 12" HEADER W// 1//2"H 29.1 •' PLATE UNLESS NOTED OINERYASE ON PLANS m 4x4 NEWEL POST DOUBLE 2' X CRIPPLE STUD v FLOOR JOISTS (1) 2"x8" P.T. LEDGER W/ „o 2"xSTUDS TYP. UNO ON PLAN FILLING AND BLOCKING AS z FLOOR GIRDER/BEAM TAPCONS (1.5" EMBED) SPACED REQUIRED FASTENED TO HEADER W/ (2) 16d 0 16" 0/C 1" ING 2"x4"LEDGER BLOCK W/ 16d TYP. 0 16" O.C. (TWO ROWS STAGGER UNLESS NOTED OTHERWISE 28.6 PATTERN) INTO CMU 25.9 NAILS 0 6" O.C. (TWO ROWS STAGGER PATTERN) LAND. FIN. FL. SEE PLAN F f ��j 3-2x12 STRINGERS 22.725.3 L2"x 8" JOISTS ® 16" O.C. W/ SIMPSON HUS28 ® EACH END M M (2) 2"x8" W/ SIMPSON MTS18 OR HUC28-2 0 EACH END. 2"x4" P.T. KICK PLATE W/ SUPPORT ENDS W/ (3) 2"x 4" "0 TAPCONS 0 12" O.C. WOOD JACK POST. FIN. FLOOR SEE PLAN / SEE PLAN NOTE: STAIR DETAILS ON FLOOR PLANS / ELEVATION SHEETS TAKE PRECEDENCE OVER THE INFORMATION SHOWN ABOVE. 10 TYPICAL INTERIOR STAIR NOT TO SCALE 2nd FLOOR WALL BAND JOIST NOTE: EXTEND EXTERIOR 15/32 PLYWOOD OR 7/16 OSB 1st FLOOR WALL SHEATHING OVER BAND BEAMS, ATTACH SHEATHING TO EACH BAND BEAM W/8d 0 2" O.C. MAX STAGGERED. SIMPSON MSTA36 STRAP W/ 10-8d NAILS TO STUD & 10-8d TO BAND JOIST 0 EA. S.Y,P. STUD (16" O.C.) OR 0 EVERY OTHER S.P.F. STUD (24" O.C.) SIMPSON & 10-80 IV UANU JVIJI U tA. J.T.P. JIUU k1b U.C.) 2ND FLOOR FRAME CONNECTION 22 2ND FLOOR FRAME CONNECTION FLOOR BEAM/TRUSS GIRDER-� (2) SIMPSON MSTA24 UNLESS NOTED OTHERWISE ON PLANS NOTE: HEADER / POST CALLOUTS ON FLOOR PLANS TAKE PRECEDENCE OVER THE INFORMATION SHOWN ABOVE. (�11:� 2ND FLOOR OPENING DETAIL NOT TO SCALE NOTE: EXTEND EXTERIOR 15/32" PLYWOOD OR 7/16" OSB SHEATHING TO BOTTOM OF BEAM OR GIRDER ATTACH SHEATHING TO BEAM W/8d 0 2" O.C. STAGGERED PATTERN NAILS MUST HAVE MINIMUM 3" EDGE DISTANCE. 0 WOOD 1 ST FLR. 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 0 24" O.C. 6" MINIMUM EMBEDMENT AND 2" MINIMUM EDGE DISTANCE \4 x6 W1.4xW1.4 WWF OR FIBERMESH • z 8" SEE PLAN 8 #5 CONT. NOTE: SEE TYPICAL WALL SECTIONS FOR CLEAN, POISON AND COMPACT SOIL g INTERIOR BEARING ADDITIONAL INFORMATION (COMPACTED TO 957 MODIFIED PROCTOR ASTM D1557) NOT TO SCALE SCALE: N.T.S. 135 ENCLOSED EXP C AHowaNe Stress Design SCALE: N.T.S. JSS/JOIST THIS PLAN HAS BEEN DESIGNED TO COMPLY WITH ALL PROVISIONS OF FBC-2010 INCLUSIVE OF ASCE 7-10 WIND PROVISIONS FOR A NOMINAL .DESIGN 3 -SECOND GUST OF :139 MPH (VUL,T) OR 107.7 MPH (VASD). AS DEFINED IN SECTION 1609, THIS SrTRUCTURE DOTES MEET THE REQUIREMENTS FOR AN :ENCLOSED BUILDING AND AS SUCH HAS BEEN DESIGNED WITH AN INTERNAL PRESSURE COEI{FICIENT 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 11 IN AN EXPOSURE C AREA WITH A MEAN ROOF HEIGHT OF 30 FEET AND COMPLIES WITH WIND SPEED MAPS AS ADOPTED BY THE LOCAL JURISDICTION. ALL STRUCTURAL MEMBERS IN THIS BUILDING HAVE BEEN DESIGNED USING ALLOWABLE STRESS DESIGN METHODS. AS SUCH VASD HAS BEEN USED TO DEVELOP WIND PRESSURES. WIND❑WS, D❑❑RS, COMPONENTS DESIGN WIND PRESSURES ENCLOSED BUILDING DESIGN WIND PRESSURE (PSF) Zone Effective Ultimate Wind Speed Zone Effective Ultimate Wind Speed 139 MPH 3 -sec. Gust 139 MPH 3 -sec. Gust 4 Wind Area 5 Wind Area SQ FT + - SQ FT + - <10 30.5 33.0 <10 30.5 40.7 20 29.1 31.6 20 29.1 38.1 50 27.3 29.8 50 27.3 34.4 100 25.9 28.6 1 100 25.9 31.6 500 22.725.3 500 22.7 25.3 GARAGE DOOR 9' -0 WIDE 7'-0" HEIGHT 26.7 30.2 16'-0" WIDE 7'-0" HEIGHT 25.6 28.6 ROOF WIND ZONES DESIGN PRESSURES FOR THE ROOF ZONES ARE TAKEN FROM THE MOST CONSERVATIVE CASE. (INCLUDING ROOF SLOPE, EFFECTIVE AREA AND OVERHANG CONDITIONS) ZONE 1 27.9 30.5 ZONE 2 27.9 51.1 ZONE_ 3 27.9 77.0 N❑TESI 1, ANY WINDOW, ALL OR PART, WHICH IS WiTHIN 6' OF A CORNER SHALL BE CONSIDERED ZONE 5 PER CHART ABOVE, 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 SQUARE FOOTAGE. a] {a r � N FA CO U CO � O® 4 P-1 O F1 UD q - COI U C7 `-' ?-0 U Cd ed IL., w �-� W co Q) U 01 C� b � �:j1 , � D CID T Pq Lo 'D U) coo LO LO +aW � Z)Z P�v a C1� 0� E n E- N W �,.�THESE DRANiNGS ARE 1HE 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 STRUCiURAL COMPONENTS. To the best of the engineer's knowledge, the plans and specifications comply with the minimum requirements of The Piorida Building Code - Rcaidentiai. (2010 Edition) Plans and specifications 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 BY DRAWN BY: SCALE: SHEET NUMBER S4 SIGN & SEAL FEB t3 2014 J 0 0 W ® U) z 00 LL ® 2 z < LL F- W ID J JOB NUMBER: 20t2 DATE: DECEMBER 23, 20t3 DRAWN BY: SCALE: SHEET NUMBER S4 SIGN & SEAL FEB t3 2014 NOTES: 1. APPLY SOLID BEAD OF ROOF MASTIC JUST Q) ABOVE THE ROOF JACK. (� 2. SLIDE STORM COLLAR DOWN MAKING SURE 9 COLLARTHE IS COMPLETELY SEATED IN MASTIC AND RE ARE NO VOIDS. O 1 N 3, WHEN COLLAR IS IN FINAL POSITION APPLY FINAL BEAD OF MASTIC AROUND TOP OF STORM ASPHALT SEALANT: ASPHALT SEALANT: COW+R EXTENSTUCCO FINISH Ca�2 EXTEND MIN. 6" ABOVE D MIN. 6" 2 2 - 3 MIN 0 FLASHING n C.M.U. ` o R, ABOVE 2 r 5" MIN. FLASHING MIN. GALV. MTL. 5X4" ° DCB 10038 OR EQUAL 0�0 FLASHING DIVERTER 5" MIN. DIVERTER -:> ' V:- FLASHING STORM C LAR TOP AND SIDES OF a 4" M ,;... •• •. (SLOPED w/ DRIP EDGE) 1 1 1 1 1 " FLASHING UNDER ROOF. ' FLASHING *!' SHINGLES OR f4 MIN./N 0/ ® 45 DEGREE ANG. PREMANUFACTURED + / 3' MIN CONCRE"fE TILE R F JACK 2 ¢ +� Ar ' o o SOLID ROOF MASTIC DRYER VENT CAP 1 1 1 1 C j �+ ro 4-) N EXTEND 1 �" MIN. •'�°"•�'' � •'�° __ ____ GALV. 'L' FLASHING / � � � ,. BEYOND DRIP EDGE ' ' `' - 1 _ i F, r.. a.r„�;” - -- TYPICAL ® WALL. _ '''--_____- ____ _________ o (SET IN CONT. SEALANT) 1-1 /2" TO -- a z" GAP '`yt,y.. ROOFING FEL.i ---__ _-—-___=-_-- ° DRIP EDGE CAULK BOTTOM va pq STEP 1 STEP 2 STEP 3 *NOTE*: __-- ONLY BOTTOM FLANGE BOTTOM OF FLASHING & TWO SIDES STEP 1TS EP 2 STEP 3 INSTALL 6' MIN. M❑ISTOP APPLY SEALANT PER INSTALL 6' MIN, M❑ISTOP W CUT BACK FASCIA DRIP -- NAILS EXPOSED OVER ROOFING INSTALL 9' MDISTBP INSTALL STUCCO STOP INSTALL 9' MOISTOP JAMB FLASHING DOOR MANUFACTURER O BETWEEN 1-1/2" TO EDGE FASCIA JAMB FLASHING OR J -MOLD HEAD FLASHING HEAD FLASHING p; U /FASCIA AND INSTALL DOOR 2 FIGURE 1 : FLASHING DRYER VENT M❑ISTOP PRODUCTS BY FORTIFIBER APPLYTBUILDING PAPER M❑IST❑P PRODUCTS BY FORTIFIBER STEP 4 'd p BUILDING PRODUCTS SYSTEMS IN WEATHERBOARD FASHION BUILDING PRODUCTS SYSTEMS APPLY BUILDING PAPER <U d' 1 INSTALLATION(_2_FIGURE 2: CORNER DETAIL 3 VENT PIPE PENETRATION 4 PENETRATION IN CMU IN WEATHERBOARD FASHION SCD 8 VAPOR BARRIER AT DOORSIn �`r) eg VAPOR BARRIER AT SGD -+-7 a� ��'� SCALE: N.T.S. SCALE: N.T.S. SCALE: N,T.S. SCALE: N.T.S. C-) 02 co D,° c0 SCALE: N.T.S. ` , a 0) SCALE: N.T.S. - �, cc) CO (U cv _................................................_....................................._..........................................:q a� z x d, P, s� REFER TO NOTE ASPHALT BASED ROOF CRICKET: a 'Cl PQ BELOW FLASHING MEMBRANE SEALANT APPLIED I MIN. 3:12 SLOPE (REQUIRED � �, q �, , , H p., W 7/8" STUCCO SEALANT BEHIND FLASHING AT ALL LEVEL VALLEY AND EXTENDING A LOCATIONS) PAPER BACKED LATH - - DO NOT TAPE BOTTOM OF PLASTER STOP I VERTICAL WALL C THESE DRAWINGS ARE THE PROPERTY OF NICK M. BRADFORD, RE INSULATION FLASHING TAPE T❑ 1 1/2" GAL WD MEMBRANE TO BUILDING MINIMUM OF 6" ! AT ENTRY OAtIY REPRODUCTION OR UNAUiHORIZED USE IS PROHIBITED. PER PLAN SHEATHING PER SPECS SEAL GASKET SCREW 6" OC ® ;SEALANT ABOVE NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW DAM VERTICAL RISE OF ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. THE 15# FELT SHINGLES OR vz) FLASHING I, ENGINEER OF RECORD IS RESPONSIBLE FOR THE STRUCTURAL / LAP 4 OVER FLASHING SILL I CONCRETE TILE AT WALL SHINGLE OR INTEGRITY OF THIS PROJECT ONLY, ANY DISCREPANCY APPROVED FLASHING I PIPE THROUGH WALL ,- I CONCRETE TILE BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' (0.19 x 10" ROLL) 1 4" X 5" 1 X 2 WD DAM NO SEALANT 0 FLANGE � ! SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND HORIZONTAL ! THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT ATTACH 2x6 SYP#2 "J" CHANNEL STUCCO STOP AT SILL I GALV. FLASHING 1n I VULKEM SEALANT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO w/ 4-16d NAILS 3/4" CLEARANCE MIN.BEAD BELOW 1x WD STUCCO, SIDING, BRICK, ETC. I CONT. N THE COMMENCEMENT OF CONSTRUCTION. TO EACH STUD CAP SHINGLE 'QUICK FLASH' GASKET DAM & RETURN UPI WEATHER RESISTANT WINDOW CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY i ROOF SHINGLES INSTALL PER MFG, CORNERS FLASHING I CONSTRUCTION. THE STRUCTURES GROUP IS NOT RESPONSIBLE FOR ' 15# FELT ANY DIMENSIONS. WEATHER RESISTANT HOUSE WRAP 1 — - 1/2" GYPBD. (TYPAR, TYVEK, OR EQUAL) THE STRUCTURES GROUP IS RESPONSIBLE FOR PROPOSED CHANGES . BUILDING PAPER i ONLY. THE STRUCTURES GROUP IS NOT RESPONSIBLE TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES ROOF SHEATHING PER SPECS UNDER 'QUICK FLIASH'O2 SHEATHING 4° HORIZONTAL To the hest of the engineer's xnowTedce the BLOCKING *NOTE: SEAL ALL EXPOSED ROOF TRUSS OR 2x4 FRAME WALL FLASHING NOTE: THIS DETAIL IS FOR EXISTING STRUCTURAL COMPONENTS. REQUIRED plans and specifications comply with the AIL HEADS ®CAP SHINGLES NOTE: ;! AT ALL VERTICAL WALL minimum requirements of The Florida Building FOR USE W/WINDOW FRAMES 3" OR LESS I INTERSECTIONS Code - Residential. (2010 Edition) 3 WITH ROOF VALLEYS & ROOF Plans and specifications comply with the Florida 5 ROOF TO WALL FLASHING(--6-\\,VENT PENETRATION � CRICKETS. IN WIDTH, COORDINATE WITH THE WINDOW building code -RESIDENTIAL ,section R301 MANUFACTURER TO INSURE ADEQUATE CLEARANCE `•......................................................................................................................................................................... SCALE: N.T.S. FOR WOOD FRAME FOR USE OF LOCKS AND LIFT RAIL. (2010 edition) SCALE: N.T.S. Plans and specifications comply with the Florida WOOD D 0 P E N I N G PAN FLASHING DETAIL A T 7 building code, section 1609 for 139 mph wind zone (2010 Edition) C RICKET WALL INTER . This drawing is valid for 12 months after the date FLASHING F0R WINDOW SILL('10it is signed and sealed or until the requirements of the 2010 edition of the Florida Building Code is SCALE: N.T.S. SCALE: N.T.S. changed. This drawing is signed and sealed for the structural portions of the drawing only. Architectural, 4" WIDE VINYL CONTROL JOINT BY 4" WIDE VINYL CONTROL JOINT BY D R H 0 R TO N DEFAULT N 0 TE S visual reference only and are not covered under electrical, or mechanical details, if shown, are for VINLYCORP 1578-U OR EQUAL VINLYCORP (1578-U) OR EQUAL this seal. BLK WALL TO FRAME WALL MANUF. TRUSS OR RIBBON MANUF. TRUSS OR RIBBON VERT CONTROL JOINT 0 BLK NOTE; THESE STRUCTURAL NOTES ARE TO BE USED AS DEFAULT TYPICAL STRUCTURAL CALLOUTS IF NOTES ARE MISSING HORZ CONTROL JOINT DETAIL BOARD OFFSET W/ BLOCK BOARD OFFSET W/ BLOCK WALL TO FRAME WALL HORZ SPLICE SHOULD NOT BE WITHIN ON THE STRUCTURAL FRAMING PLANS. IN ALL CASES OF CONFLICTING NOTES, THE STRUCTURAL NOTES ON THE FRAMING REV. DATE &COMMENTS BY /16" O.S.B. OR 15/32" OSB 2'-0" OF VERT CONTROL JOINT / FLOOR PLANS OVERRIDE THE NOTES SHOWN ON THIS SHEET. / /16" O.S.B. OR 15/32" OSB TRANSITION DETAIL THER RESISTANT BARRIER WEATHER RESISTANT BARRIER #1 - HOUSE WRAP #1 - HOUSE WRAP 9" BITUMINOUS TAPE FLASHING BITUMINOUS TAPE FLASHING MONOLITHIC FOOTING SCHED. STEMWALL FOOTING SCHED. PAD FOOTING SCHEDULE ATHER RESISTANT BARRIER WEATHER RESISTANT BARRIER 16"w x 20"d CONC. MONOLITHIC 24" x 24" x 12" DEEP REINFORCED #2 - PAPER -BACKING OR #2 - PAPER -BACKING OR 16' w x 12"d CONC. STEMWALL CONC. FOUNDATION PAD EQUAL EQUAL FOUNDATION W/ (2) #5 REBAR FOUNDATION w/ (2) #5 REBAR F1 REINFORCED w/ #5 REBAR SPACED CONTINUOUS, EXTERIOR FOUNDATION CONTINUOUS. EXTERIOR MASONRY ® 6" O, C. EACH WAY. 7/8" O OVER w/ LATH - 7/8" O OVER w/ LATH - CF1 POURED SOLID w CONC. SLAB ON CF1 STEMWALL POURED SOLID TO CONC. LAM TO OVERLAP CONTROL LATH TO OVERLAP CONTROL JOINTS PER MANUF SPECS JOINTS PER MANUF SPECS GRADE. SEE CONSTRUCTION DETAILS SLAB ON GRADE. SEE CONSTRUCTION FOR ADDITIONAL INFO, DETAILS FOR ADDITIONAL INFO. 830" x 30" x 12" DEEP REINFORCED 6" TALL VINYL CONTROL JOINT BY 6" TALL VINYL CONTROL JOINT BY CONC, FOUNDATION PAD VINLYCORP (1578-50 UL) OR VINLYCORP (1578-50 UL) OR 16"w x 12"d CONCREINFORCED w/ #5 REBAR SPACED. MONOLITHIC 16"w x 12"d CONC. MONOLITHIC EQUAL EQUAL FOUNDATION w/ (2) #5 REBAR FOUNDATION w/ (2) #5 REBAR ®6" O.C. EACH WAY. 1/2" STUCCO OVER CMU 1/2" STUCCO OVER CMU APPLY BEAD of ELASTOM3" UNPUNCHED CF2 CONTINUOUS. INTERIOR FOUNDATION CF2 CONTINUOUS. INTERIOR FOUNDATION 36" x 36" x 12" DEEP REINFORCED ERIC SEALANT OR E AL CONNECTOR 3 1/2" FELT PAPER BTWN 3 1/2" FELT PAPER BTWN ON CONNECTOR BEFORE POURED SOLID w/ CONC, SLAB ON POURED SOLID w/ CONC. SLAB ON CONC. FOUNDATION PAD BLK &WOOD CONT BLK &WOOD CONT ASSEMBLYING IN FIELD GRADE. SEE CONSTRUCTION DETAILS GRADE. SEE CONSTRUCTION DETAILS F3REINFORCED w/ #5 REBAR SPACED NOTCH BOTTOM OF VERT CONTROL NOTCH BOTTOM OF VERT CONTROL I I FOR ADDITIONAL INFO, FOR ADDITIONAL INFO. � 6" O.C. EACH WAY. JOINT TO SIT FLUSH ON HORZ JOINT TO SIT FLUSH ON HORZ CONTROL JOINT CONTROL JOINT 12"w x 8"d CONC. MONOLITHIC 12"w x 8"d CONC. MONOLITHIC 48" x 48" x 12" DEEP REINFORCED FOUNDATION w/ (1) #5 REBAR FOUNDATION w/ (1) #5 REBAR CMU CMU CF3 CONTINUOUS. EXTERIOR RIOR FOUNDATION CF3 CONTINUOUS. EXTERIOR RIOR FOUNDATION F4 REINFORCED FOUNDATION PAD PUNCHED PUNCHED POURED SOLID w CONC. SLAB ON POURED SOLID w CONC. SLAB ON REINFORCED A/ #5 REBAR SPACED * ALL BUTT JOINTS, INTERSECTIONS & * ALL BUTT JOINTS, INTERSECTIONS & GRADE, SEE CONSTRUCTION DETAILS GRADE. SEE CONSTRUCTION DETAILS ®6" O.C. EACH WAY. ENDS SHALL BE SEALED AT TIME OF ENDS SHALL BE SEALED AT TIME OF FOR ADDITIONAL INFO. FOR ADDITIONAL INFO. 36" x 54" x 12" DEEP REINFORCED INSTALLATION USING AN ELASTOMERIC INSTALLATION USING AN ELASTOMERIC 36" XC. FOUNDATION PAD SEALANT, OR EQUAL SEALANT, OR EQUAL 24"w x 12"d CONC. MONOLITHIC 24"w x 12"d CONC. MONOLITHIC F5 REINFORCED A #5 REBAR SPACED 3' UNCTOR D FOUNDATION / (3) #5 REBAR FOUNDATION w/ (3) #5 REBAR I I BLOCK WALL TO WOOD MECHANICAL CONTROL CONNECTOR CF4 CONTINUOUS. INTERIOR FOUNDATION CF4 CONTINUOUS. INTERIOR FOUNDATION 6" O.C. EACH WAY. �y.l POURED SOLID W/ CONC. SLAB ON POURED SOLID w/ GONG. SLAB ON 11 FRAME TRANSITION 1 2 JOINT DETAIL GRADE. SEE CONSTRUCTION GRADE. SEE CONSTRUCTION SCALE: N.T.S. SCALE: N.T.S. DETAILS FOR ADDITIONAL INFO. DETAILS FOR ADDITIONAL INFO. POST. SCHEDULE 20"w x 20"d CONC. MONOLITHIC (1) 4"X4" (MINIMUM SIZE) SOLID P.T. WD. POST W/ (1) 24"w x 12"d CONC. STEMWALL SIMPSON CB44 GONG. OR 1 FOUNDATION w/ (3) #5 REBAR P7 ( ) () SIMPSON ABU44 CONTINUOUS. EXTERIOR FOUNDATION FOUNDATION w/ (3) #5 REBAR (CONC.) OR (1) SIMPSON HD5B (CONCRETE) OR (1) CF5 CFS CONTINUOUS, EXTERIOR MASONRY SIMPSON CC#4 (INVERTED ON WOOD BEAM - POURED SOLID w/ CONC, SLAB ON STEMWALL POURED SOLI) TO CONC. COORDINATE WITH BEAM SIZE) 0 BASE U.NO, GRADE. SEE CONSTRUCTION DETAILS SLAB ON GRADE. SEE CONSTRUCTION (3) 2'x4" (MINIMUM SIZE) WD. JACK POST w/ (2) FOR ADDITIONAL INFO. DETAILS FOR ADDITIONAL INFO. P2 SIMPSON LSTA24 (WD. BEAM) OR (1) SIMPSON HTT4 (MASONRY/ CONCRETE) m BASE. U.N.O. BLOCK BEARING SOLID. HEADER SCHEDULE P3 (4) 2'X4' (MINIMUM SIZE) WOOD JACK POST w/ (1) SIMPSON HTT5 AT BASE. (2) 2 -XB- WD. HEADER w/ 1/2" PLY. WD. FLITCH BEAM SCHEDULE 3 1/2" X 5 1/4" PARALLAM POST W/ (1) SIMPSON PLATE w/ (1) SIMPSON LSTA24 O EA. END. SUPPORT P4 HTT5 ® BASE. H1 ENDS w/ (3) 2"X4" (MIN. DEPTH) WD. JACK POSTS w/ (2) 2x12 P.T. WOOD BEAM W/ (1) SIMPSON AC4/LCE4 1 FLAP FLAP FLAP - FLAP SIMPSON w/ (1) SIMPSON HTT4 (MASONRY) OR (1) B1 (WD. POST) OR (1) SIMPSON HUS210-2 (WD. BUCKET) O 3 1/2" X T PARALLAM POST W/ (1) SIMPSON HTT5 OR (1) SIMPSON HUC210-2 (MASONRY BUCKET) OR (1) P5 BASE In (2) 2"X12" WD. HEADER w/ 1/2" PLY. WD. FLITCH SIMPSON HD5B (MASONRY BEARING) ®EA. END U.N.O- SHEATHING °' SHEATHING D SHEATHING SHEATHING PLATE w/ (2) SIMPSON LSTA24 m EA. END. SUPPORT 3) 2x12 P.T. WOOD BEAM W/ (1) SIMPSON AC6/LCEB 3 1/2" X 7" PARALLAM POST W/ (2) SIMPSON HTT5 H2 ENDS w/ (3) 2"X4" (MIN. DEPTH) WD. JACK POSTS w/ w B2 (WD, POST) OR (1) SIMPSON HU210-3 MAX (WOOD OR P6 9" x SIMPSON w/ (i) SIMPSON HTT4 (MASONRY) OR (2) MASONRY BUCKET) OR (1) SIMPSON HD58 (MASONRY ® BASE SIMPSON LSTA24 WD. BEAM) EAM)® BASE U.N.O. x BEARING) O EA, END U.N.O. / 3 (2) 1.75 X 11.25 LVL HEADER W/ (3) SIMPSON LIJx P7 5 1/4" X 5 1/4" PARALLAM POST w/ (2) SIMPSON m H3 MSTA24 0 EA END. SUPPORT ENDS W 2) 1-3/4" X i1 A" LVL WD. BEAM w HTT5 AT BASE. q" ¢ / (4) 2X4 WOOD ( / (1) SIMPSON JACK POST W/ (1) SIMPSON HTT5 ® BASE B3 CC44 (WD, POST) OR (1) SIMPSON FICUS410 (WD, 1x2 i /F BUCKET) OR (1) SIMPSON MBHA3.56/11.25 (MASONRY 5 1 4" X 7' PARALLAM POST w P8 / / (2) SIMPS�HTT5 CURB g H4 (2) 1.75" X 16" LVL HEADER W/ (3) SIMPSON MSTA24 BUCKET) OR (1) SIMPSON HD5B (MASONRY BEARING) AT BASE. ® EA END. SUPPORT ENDS W/ (4) 2"X4' WOOD JACK EA, END U.N.O. 2 POST W/ (1) SIMPSON HTT5 O BASE (2) 1-3/4" X 11 Y4" LVL WD. BEAM w 0D / (1) SIMPSON NOTE; FOR ALL WOOD JACK POST AND SOLIDCONVENTIONAL JOB NUMBER: 2012 H05B (MASONRY BEARING) OR (1) SIMPSON LGUM410 B4 (MASONRY BUCKET) OR (1) SIMPSON SIMPSON HGUS41 WOOD POSTS, THE SIZE OF THE POSTS SHOULD BE LINTEL SCHEDULE (WOOD BUCKET OR 3 SIMPSON LSTA24 WOOD POST INCREASED TO FIT THE WALL (IE(3) "x WOOD JACK POST IN STEP 1 STEP 2 STEP 3 STEP 4 0 O EA. END U.N.O. () ( ) A 6" WALL WOULD CONSIST OF (3) 2"x 6" WOOD JACKS "HOUSE WRAP VENDOR" TO "BY WINDOW COMPANY" "BY WINDOW COMPANY" "BY WINDOW COMPANY" INSTALL 0 8"X8" PRECAST LINTEL GROUTED SOLID w/ (1 # 5 _ INSTEAD OF THE 2"x 4" WOOD JACKS REFERENCED IN THE DATE: NOVEMBER 13, 2013 CUT CORNERS OF BUILDING INSTALL 9" BITUMINOUS APPLY CONT. BEAD OF 6" JAMB FLASHING (EX: a REBAR. INSTALL AS PER CONSTRUCTION DETAILS ON 1K (2) 1-3/4" x 16" LVL WD. BEAM w/ (1) SIMPSON NOTE) THE CONSTRUCTION DETAIL SHEETS. HD5B (MASONRY BEARING) OR (1) SIMPSON LGUM410 PAPER 0 45' ANGLE 9" UP FLEXIBLE SILL FLASHING SILICONE CAULK ON BACK FORTIFIBER, MOISTOP, OR w 85 (MASONRY BUCKET) OR (1) SIMPSON HGUS410 (WOOD STRUCTURAL NOTE AND 9" OUT FROM UPPER OVER 1X2 CURB & HOUSE SIDE OF TOP AND SIDE WIN. EQUAL) OVER WIN. FLANGE. 8"x16" MASONRY COMPOSITE BEAM GROUTED SOLID w/ ~ BUCKET) OR (3) SIMPSON LSTA24 (WOOD POST) ® EA. DRAWN BY CORNERS, WINDOW COMPANY WRAP EX: DUPOINT FLANGES. INSTALL WIN. L2 (1) #5 REBAR IN PRECAST UNTEL AND KNOCK -OUT Z END U.N.O. ( EXTEND 4" ABOVE OPNG, & 8" -- ATTACH WOOD FRAME WALL TO MASONRY w/ %"0 TO PROVID FLEXWRAP OR EQUAL ACCORDING TO MANUF. BELOW. BLOCK COURSE ABOVE. INSTALL AS PER CONSTRUCTION EPDXY ANCHOR BOLTS, SPACED ® 24" O.C. (6" DETAILS ON THE CONSTRUCTION DETAIL SHEETS, (2) 1-3/4" X 24" LVL WD. BEAM w/ (1) SIMPSON C1 EMBED. SIMPSON SET EPDXY) SPECS. es HD5B (MASONRY BEARING) OR (1) SIMPSON LGUM410 SCALE: 8"X 24"-48" DEEP MASONRY COMPOSITE BEAM (MASONRY BUCKET) OR (1) SIMPSON HGUS414 (WOOD 1 FLAP FLAP FLAP 7 GROUTED SOLID W/ (2) #5 REBAR IN PRECAST LINTEL BUCKET) OR (4) SIMPSON HTS20 (WOOD POST) ® EA. - - -- L3 AND ALL KNOCK -OUT COURSES ABOVE. #5 VERTICAL END U.N.O. LEDGER SCEDULE TO WOODY -"'SHEET NUMBER BARS ® 48" O.C. OVERALL DEPTH OF BEAM BASED ON (2) 2" X 12" PRESSURE TREATED WOOD LEGDER W/ 5 1 TOP OF MASONRY (24" MINIMUM DEPTH) O %"0 A325 THRU-BOLTS SPACED 0 24" O,C. (TWO POWERBOX BEAM W 1 ROWS STAGGER PATTERN) INTO FRAMED WALL, BLOCK $" 4 3 4 4 3 4 4 3 4 L4 (1) 1#5 REBAR RY COMPOSITE BEAM GROUTED IN POWERBOX LINTEL AND KNOCKLiOUT/ WOOD FRAMED WALL SOLID W/ R X 12" BLOCKING IN BETWEEN STUDS TO RECIEVE TNU-BOLTS,S5 BLOCK COURSE ABOVE, INSTALL AS PER CONSTRUCTION(2) 2" X 8" PRESSURE TREATED WOOD LEGDER W/ DETAILS ON THE CONSTRUCTION DETAIL SHEETS. )200 A325 THRU-BOLTS SPACED O 24" O.C. (TWO / / 8 Xw24o48"ED EP MASONRY COMPOSITE BEAM AM KNEE WALL NOTE O WO D FRAMED STAGGER WALL SOLIDINTO W/ 2- X BD BLOLCKINGONK1L qq L5 GROUTED SOLID W/ (2) #5 REBAR IN POWERBOX LINTELOL O 2" x 4" FRAMED KNEEWALL W/ (1) SIMPSON MTS12 BETWEEN STUDS TO RECIEVE THRU-BOLTS. GN SEAL AND ALL KNOCK -OUT COURSES ABOVE. #5 VERTICAL K1 STRAPPING AT EACH STUD. BARS ® 48" O.C. OVERALL DEPTH OF BEAM BASED ON TOP OF MASONRY (24" MINIMUM DEPTH) LEDGER SCEDULE (TO CMU STEP 5 STEP 6 STEP 7 NOTE: ALL PRECAST/POWERBOX LINTELS SHALL JOIST RAFTER NOTES L(2) 2" X 12" PRESSURE TREATED WOOD LEGDER W/ BE SUPPORTED DURING CONCRETE CURE."sd EPDXY ANCHOR BOLTS SPACED O 24" O.C. (TWO "BY WINDOW COMPANY" "BY WINDOW COMPANY" "BY WINDOW COMPANY" APPLY 2'x 8" P.T. WOOD JOISTS SPACED 0 24" O.C, w/ wL1 ROWS STAGGER PATTERN) INTO MASONRY/CONCRETE INSTALL 6" HEAD FLASHING ALLOW BLDG. PAPER FLAP JAMB FLASHING OR WEATHER J1 SIMPSON H10 (WOOD) OR HUC26 (BUCKET) OR META20 WALL. (6" EMBEDMENT IN CONCRETE W/ SIMPSON SET OVER WIN. FLANGE. EXTEND TO DRAPE OVER THE HEAD RESISTANT TAPE OVER 45' CONCRETE BEAM SCHEDULE (CMU) 0 EACH BEARING END.. EPDXY). 8" BEYOND OPNG. FLASHING, ANGLE CUT IN BLDG. PAPER. 8"x 16" CONCRETE BEAM W/ (2) #5 REBAR (TOP & 2"x 10" P.T. WOOD JOISTS SPACED 0 24" D.C. w/ OD LEDER W/ OVERLAP ANGLE CUT BY MIN. CB7 BOTTOM) W/ #3 STIRRUPS SPACED 8" O.C. J2 SIMPSON H74 (WOOD) OR FiUSC28 (BUCKET) OR 11"o EPDXY ANCHOR BOLTSESPACED ATED O® 24"CO.C. (TWO OF 2". HETA20 (CMV) ® EACH BEARING END.. ROWS STAGGER PATTERN) INTO MASONRY/CONCRETE 1 q VAP 0 R BARRIER A T WINDOWS 8"x 24" CONCRETE BEAM W/ (2) #5 REBAR (TOP, J3 2"x 12" P.T. WOOD JOISTS SPACED ® 24" 0 C W/ EPOZY) 8" EMBEDMENT IN CONCRETE W/ SIMPSON SET CB2 MIDDLE &BOTTOM) W/ #3 STIRRUPS SPACED ®8" O.0 a SIMPSON H14 (WOOD) OR HUSC28 (BUCKET) OR HETA20 (CMU) O EACH BEARING END.. FEB 9 a SCALE: N.T.S. 8"x 24" CONCRETE BEAM W/ (4) #5 REBAR (2 ROWS) 20% CU3 (TOP & TPA W/ (2 ) #C REBAR (MIDDLE) W/ #3 LOWER ROOF/UPPER . FRAMING PLAN 5CALE: 1/4'-- 1'-0' 2x BLOCKING WI 2 LAYER5 OF FIRE RATED PLYWOOD e EITHER 51DE FIRE STOP BLOCKING SCALE: 1/2' = 1'-0' SG # 2013283 Prr je%t: Hidden Lake - TRISS I,D. I Bearing Uplift Step Marld. G04 L 2847 SiI��I�QN R 2847 SIMPSON ALL OTHER TRUSSES MASONRY BEARNG 0.0GD FRAMED *k MOUNT STRAPS VERTICAL POURED RAKE TENANT SEPARATION SOFFIT Tr?lSsesI6 Felirr>Ei�ary NLIfTber C�apac ity Fas PA23 1 3685 18-16d PA 23 1 3685 18-'I 6d SIMPSON ME 1`A2(3 1 14" 7-10dx 1 -1/2" SII4/IPSQN HI QA 1 1 140 18-1Cd x 1 '1/2" SIMPSON HUS26 1 '1550 20-16d WALL HEIGHTS YERIFY ALL 13EARINCx WALL HEIGHTS WITH FINAL- TRU55 LAYOUTS LEQC7EFR 50EDULE (TO CMU) (2) 2" X 12" PRESSURE TREATED WOOD LEGDER W/ %"� EPDXY ANCHOR BOLTS SPACED @0 24" O.G. (TWO u Ll ROWS STAGGER PATTERN) INTO MASONRY/GONGRETE WALL. (6" EMBEDMENT IN CONCRETE N 51MP50N SET EPDXY). (2) 2" X e" PRE55URE TREATED WOOD LEGDER 1^V o%" � EPDXY ANCHOR BOLT5 SPACED @ 24" O.G. (TAO WL2 ROA5 5TA676ER PATTERN)INTO MASONRY/GONGRETE HALL. (6" EMBEDMENT IN CONCRETE Al 51MP50N SET EPDXY). TO THE BE5T OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND SPEGIFIGATION5 GOMPLY WITH THE MINIMUM REQUIREMENT5 OF THE FLORIDA BUILDING CODE - RESIDENTIAL 5EG-FION 8301(2010 EDITION) PLANS AND SPEGIFIGATIONS GOMFLY WITH THE FLORIDA BUILDING CODE, SECTION 16oq FOR 13'� MPH WIND ZONE (2010 EDITION) THIS DRAWING 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED OR UNTIL THE REQUIREMENTS OF THE FLORIDA BUILDING GODE 15 CHANGED. THI5 DRAWING 15 5167NED AND SEALED FOR THE 5TRUGTUR^L PORTIONS OF THE DRAWING ONLY. ARGHITEG-FIJRAL, ELEGTRIGAL, OR MECHANICAL DETAIL5, IF SHOWN, ARE FOR VISUAL REFERENCE ONLY AND ARE NOT COVERED UNDER THIS SEAL. NOTE: IT 15 THE GONTRAGTOR5 RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE GONSTRUCTION BEGINS. THE ENGINEER OF RECORD 15 RESPONSIBLE FOR THE 5TRUG-FURAL INTEGRITY OF THIS PROJEGT ONLY. ANY DISGREPANGY BETWEEN FIELD GONDITION5, OTHER DEVON PROFESSIONALS' SHOP DRAWING5, GONTRAGTORV BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWING5 MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF REGORD PRIOR TO THE GOMMENCEMENT OF GONSTRUGTION. GONTRAGTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY GONSTRUGTION. THE STRUCTURES GROUP 15 NOT RESPONSIBLE FOR ANY DIMENSIONS. THE STRUCTURES GROUP 15 RESPONSIBLE FOR PROPOSED GHANGES TO ORIGINAL STRIJGTURE SHOWN ON THESE FADES ONLY. THE STRUCTURES GROUP 15 NOT RESPONSIBLE FOR EXISTING STRUCTURAL GOMPONENT5. The Structures Group, Inc. Dr. Nick M. Bradford, P.E. S.E. —vv 111. Reg. #52585 CA 8956 1714 N. Arrnerria Avenue, #B Tampa, F'L 33607 Phone (8.13)877-3421 Fax (813)875-9320 www. Struc t ures–Gr•o up. corn F FILE - 9,3.13 REVISED 2.11,14 ISSUED 02-12-2014 • S; • q �3 t W�` t m m� m� Q 1 a vi c� kj 41 vi �q w a Ago ? r t t� iia QD _ a N m pa y; 0 F FILE - 9,3.13 REVISED 2.11,14 ISSUED 02-12-2014 LOWER ROOF/UPPER FLOOR • FRAMING PIAN • DWN BY: • CHECKED BY: =NBER 1 FEB 13 2 A • S; • q Flo t W�` t m m� m� Q 1 a vi c� kj 41 vi �q w QD _ a N m pa q.7 pq E�-t7 tij'4'A, LOWER ROOF/UPPER FLOOR • FRAMING PIAN • DWN BY: • CHECKED BY: =NBER 1 FEB 13 2 A Q� CCj 7 `V 1 N 0 LOWER ROOF/UPPER FLOOR • FRAMING PIAN • DWN BY: • CHECKED BY: =NBER 1 FEB 13 2 A UPPER ROOF FRAMING PLAN 5CALE: 1/4' - 1' -Or SG # 201328'3 Project: Hidden Lake Duplex TRISseS A-elhinary r lot Truss I.D. . r7 Stap Manuf. Strep Nurrber Capacity Fastening � U V r� W A _ 91a a' � U o wq a 17 6 � G04 L 2847 SIMPSON PA23 1 3685 18-IGCI R 2847 SIMPSON PA23 1 3685 18-16d ALL OTHER TRUSSES ;I .......... 1 N .. MASONRY BEARING SIMPSON META20 1 1450 7-10dx 1 1/2" MOD FRAMED SIMPSON H10A 1 '1140 '18-'1063 x 1 1/2" SUCKEr CONNECTIONS SIMPSON HUS26 1 1550 T'I T4 MOUNT STRAPS VERTICA L T4 T1 LO - - - co r) I— Fm -- rJi G4 7f G4 G3 G3 G2 G2 G' UPPER ROOF FRAMING PLAN 5CALE: 1/4' - 1' -Or SG # 201328'3 Project: Hidden Lake Duplex TRISseS A-elhinary r lot Truss I.D. Bearing uplift Stap Manuf. Strep Nurrber Capacity Fastening � U V r� W A _ 91a a' � U o wq a 17 6 � G04 L 2847 SIMPSON PA23 1 3685 18-IGCI R 2847 SIMPSON PA23 1 3685 18-16d ALL OTHER TRUSSES ;I .......... 1 N .. MASONRY BEARING SIMPSON META20 1 1450 7-10dx 1 1/2" MOD FRAMED SIMPSON H10A 1 '1140 '18-'1063 x 1 1/2" SUCKEr CONNECTIONS SIMPSON HUS26 1 1550 20-16d MOUNT STRAPS VERTICA L WALL HEIGHT5 VERIFY ALL DEARING WALL HEIGHT5 WITH FINAL TRU56 LAYOUTS LEI:)C,C-R 5CEIDULE'. (70 CMU) (2) 2" X 12" PRE55ORE TREATED WOOD LE60ER NU C%" 4 EPDXY ANCHOR BOLT5 5PAGED @ 24" O.G. (TWO LI ROWS 5TAC76ER PATTERN) INTO MASONRY/GONGRETE WALL. (6" EMBEDMENT IN CONCRETE W/ 51MP50N 5ET EPDXY). (2) 2" X 8" PRE55URE TREATED WOOD LE6DER N %" Q EPDXY ANCHOR 5OLT5 5PAGED @ 24" O.G. (TWO wLs R015 5TA66ER PATTERN)INTO MASONRY/GONGRETE WALL. (6" EMBEDMENT IN CONCRETE W/ 51MP50N 5ET EPDXY). TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND SPEGIFIGATION5 COMPLY WITH THE MINIMUM REQUIREMENTS OF THE FLORIDA BUILDING CODE - RESIDENTIAL 5EGTION R301(2010 EDITION) PLANS AND SPEGIFIGATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 160q FOR 13G MPH WIND ZONE (2010 EDITION) THI5 ]7RAWING 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 516NED AND SEALED OR UNTIL THE REOUIREMENTS OF THE FLORIDA BUILDING CODE 15 CHANGED. THI5 DRAWING 15 510NED AND SEALED FOR THE 5TRUGTURAL PORTIONS OF THE DRAWING ONLY. ARCHITECTURAL, ELEGTRIGAL, OR MEGHANIGAL DETAILS, IF SHOWN, ARE FOR VISUAL REFERENGE ONLY AND ARE NOT COVERED UNDER THIS SEAL. NOTE: IT 15 THE GONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE GON5TRUGTION BEGINS. THE ENGINEER OF RECORD 15 RESPONSIBLE FOR THE 5TRUGTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFE551ONAL.5' 5HOP DRAWIN65, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF REGORO PRIOR TO THE COMMENGEMENT OF GON5TRUGTION. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY CONSTRUCTION. THE STRUCTURES GROUP 15 NOT RESPONSIBLE FOR ANY 0IMENSION5. THE STRUCTURES GROUP 15 RE5PONSIBLE FOR PROPOSED CHANGES TO ORIGINAL STRUGTURE SHOWN ON THESE PAGES ONLY, THE STRUCTURES GROUP IS NOT RESPON5I5LE FOR EXISTING 5TRUGTURAL COMPONENT5. The Structures Group, Inc. Dr. Nick M. Bradford, Y.E. FL. Reg. #52585 CA 8956 1714 N. Armenia Avenue, Tampa, FL 33601 Phone (813) 377-3421 S.E. E:. Fax (813)875-9320 www.Structures-Group. corn Iry • COMP FILE - ISSUED (1.3.13 REVISED 1.11.14 ISSUED 02-12-2014 • s f f IIFPER ROOF FRAMIrKi PLM DWN BY: R.R. • CHECKED BY: D.D. SHEETJ(BMER TR 11 Ile OF 1 FEB 1 : 011, i • p � s Chi � I o r lot r m yHO �a � U V r� W A _ 91a a' � U o wq a 17 6 � s0s�� CQ p h rj OJ LLl . m I 4Q] W co 93 _ U � ,.j WmV v ZD � q IIFPER ROOF FRAMIrKi PLM DWN BY: R.R. • CHECKED BY: D.D. SHEETJ(BMER TR 11 Ile OF 1 FEB 1 : 011, i ;I 1 N N ��11 0 J • s IIFPER ROOF FRAMIrKi PLM DWN BY: R.R. • CHECKED BY: D.D. SHEETJ(BMER TR 11 Ile OF 1 FEB 1 : 011, i