2325 Seminole Rd 2014 fire restoration GENERAL NOTES
DESIGN—REQUIREMENTS PREFABRICATED WOOD TRUSSES TANNER RESIDENCE
DESIGN LIVE LOADS(M INIMUM): 1. ALL PREFABRICATED WOOL)TRUSSES SHALL BE SECURELY FASTENED TO
A)ROOFS_20 P3F THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS ORANCHORS.
B)FLOORS-40 P SF
C)BALCONIES-40 PSF 2 TRUSSES SHALL BE DESIGNED BY MVVFRS METHODOLOGY FOR LONG SPAN
TRUSSES TO DETERMINE UPL FT AND REACTION VALUES.MEMBERAND PLATE
WIND DESIGN LOAD INFORMATION- DE51GN TO 13E CALCULAT D BIY COMPONENTS AND CLADDING METHOD 2325 SEMINOLE RD.
tPER FBC 2010 SECTION 2012 SUPPLEMENTS,REP.ASCE 7-1 UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD
BASIC WIND SPEED(VI) 1 30 MPH(3 SECOND GUST) I z
(V.,)=100 MPH(3 BE ONO GUST) 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH
BUILDING CATE51IRY=11(ASCE 7-1 G)C THE LATEST EDITION OF THE"NATIONAL DESIGN SPECIFICAT ON FOR FL 328 09 AUG 0820 0
WIND EXP05URE(ALL SIDES)=D(ASCE 7-10) STRESS-GRADE LUMBER AND ITS FASTENERS"AS RECOMMENDED BY THE ATLANTIC BEACH , 1,_
INTERNAL PRESSURE COEFFICENTS(ASCE 7-10) NATIONAL FOREST PRODUCTS ASSOCIATION. 9:
ENCLOSED BUILDING =�1-0.18 - -— —, 0�
PARTIALLY ENCLOSED BUILDINGS=-/-0.55 4. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED(WITH A
(NOTE:COEFFICIENTS FOR PARTIALLY ENCLOSED STRUC URES ARE APPLIED MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%)TO U)
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WHEN DES IGN OF M5MBER(S)FALLS UNDER ASCE 7-10 DE FINITIONS WITHSTAND DESIGN LOAD5.
CLA83IFYINGAS SUCH) 5. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS
ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PU NS SHALL BE MANUFACTURER UNLESS NOTED ON PLANS
DESIGNED To W THSTAND THE FOLLOWING PRESSURES I—):
I
FOR WALL LOCATIONS:-33.7 PSF,�30.9 PSF 6. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF
FOR ROOF LOCATIONS:-73.0 PSF.+17.9 PSF TRU SSE S C)NLY_WEB MEMBERS ARE NOT SHOWN,BUT SHALL BE DESIGNED
SY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS.
WOOD CONSTRUCTION TRUSS DE ON LO DS:
S
TOP CHORD ILL=20 PSF z
1 WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA T IATIONAL DESIGN a-v") I ,I I� I I I
DL=10 PSFSHINGLE TYPE ROOF COVER) z E I
SPECIFICATION FOR WOOD CONSTRUCTION",LATEST EDITION.(NDS) i
BOTTOM CHORD:LL=10 PSF 0
507T MCHORD:DL=10PSF
CING),SHALL BE SPRUCE PINE FIR OR EQ G POINTS,AND SIMILAR CONDITIONS.TRUSS SHOP DRAWINGS SHALL LU %
2. ALL EXTERIOR WOOD STUD WALLS,BEARING WAUL$.SHEAR WALLS AND MISC. 0
S BE USED REGARDLESS OF SPECIES. WIND LOAD SEE DESIGN REQUIREMENTS
TR CTURAL WOOD FRAMING MEMBERS.(I.E.BLOCKINC OR GABLE END
B U UIVALENT. 140.2 GRADE SHALL MANUFACTURER SHALL DETERMINE ALL SPANS,WORKING POINTS, N
RA T. THE TR I
13EARINUSS
W Q
SHOW ALL TRUSSES,ALL BRACING MEMBERS,AND ALL TRUSS TO TRUSS
3. ALL TRUSS MEMBERS(I.E.TOP&BOTTOM CHORD,VV BS)TO BE SOUTHERN PINE HANGERS. It,
8. P
a 1
NO.2 GRADE ROVIDE ADDITIONAL 13RACING AND BLOCKING PER BCSI-1-03 AND TRUSS ;J —
MANUFACTURERS DRAWINGS
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PRIME PROFESSIONAL SCOPE OF WORK
A (0 5
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FIRE DAMAGE: z 8,
5_3 F_ --
DBSS, INC * REMOVE AND REPLACE DAMAGED WALLS PER PLAN -CN
3662 AVALON PARK EAST BLVD. * REMOVE AND REPLACE FLOOR TRUSSES PER PLAN 0) 0 LIE,
Z N c)_J
9 REPAIR FLOOR TRUSSES PER PLAN Ey,CNI LL
SUITE 2072 SITE KEY PLAN a) (n C4 <LLI -
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PH: 321.251.6006 C:
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CODE DATA INDEX OF DRAWINGS 0
ABBREVIATIONS
06
CODES IN FLORIDA BUN=CODE 2010
A.B. Anchor But F.G. Fixed Glass PftSh. Plant Shelf NO. DESCRIPTION
AbV. Also, Fir. Floor PSF Pounds per Square feet PROJECT: TANNER RESIDENCE EFFECT: FLORIDA BU LD NG CODE EXISTING 2010(ADDITION) <
a
A/C Air-Coruliti-ef Fu%ya. Founclabou P.T. Pressure Treated FLORIDA FIRE PREVENTION CODE,2010 EDITION <
Adj. Adjust ble Ph. F oor System Pd. PowdefRoo. ADDRESS: 2325 SEMORAN RD. NFPA-1(UNIFORM FIRE CODE),2009 EDITION WITH FLORIDA C COVER SHEET, CODE DATA&SITE KEY PI AN UJ
I D,
A.F.F. Abovel'inishcl Floor F/P Fireplace Rad. Radius ATLANTIC BEACH,FL 32809 AMENDMENTS 0 <
A.H.U. Air Handl r Unit F t9 Feet I Feet Ref. Refrigerator NFPA-101(LIFE SAFETY CODE),2009 EDITION WITH FLORIDA 01 2nd &3rd FLOOR DEMOLITION PLANS C)
a I
ALT. Alternate F Footing Req'd. Required z LLI
B C. Base Cabinet FX Fixe R Room FIRE DAMAGE REPAIR,EXISTING 8 UNIT THREE STORY AMENDMENTS <
r d Round SCOPE: 02 FLOOR PLANS (9
B�F. Bifold Door GEN. 'alvanized Find BUILDING NATIONAL ELECTRICAL CODE(NEC)2008 EDITION Z P UJ
C)
B.F.F. Below Finished Floor D.C. General Cent—tor R&5H Rod and Shelf FBC 2010-PLUMBING 10
BkSh Be k Shelf G.F.I. Ground Fault Interrupter SID. Smoke Detector GROUP R-2 FBC 2010-ELECTRICAL 03 EXTERIOR ELEVATION
o Square Ft. BUILDING DATA: OCCUPANCY(CH3) L" W 0
BIT. Beam G.T. Girder Truss S�F. 100 S.F. ?
BOT. Bottom Hdr. Header Sh. Shial,es AREA OF REPAIR. EXISTING(3 STORY� FBC 2010-MECHANICAL LU >
04 3rd FLOOR ELECTRICAL PLAN 0 0
B-P. Bypass door H I. Height BHT Sheet BUILDING HEIGHT:
C TYPE VB 1 UNPROTECTED 0
Bean' g Side Lights 0 Cz
BB. ng HB Hose Bibb S.L. ONSTRUCTION TYPE(CH 6): 1 1
Ch. Circle Int. Interior S.P.F. Spruce Pine Fir FIRE SEPARATION DETAILS
05 z
19 Ceiling KANEII Kneewall Sq. Square 0 Q)
C.l� column K.S. Knee Space S.Y.P. Southern Yellow Pine S1 FLOOR FRAMING PLANS
C=P. AIC Compress., Laun. Laundry T mp Tempered TY: F�RE 5 RINKLERS: NO.
a LIFE SAFE ce
C.T. C ramicTile LEV. La-toy Thik'n� Thicken F RE APARM SYSTEM Wo <
D NO 0 C0 Q
D Dryer L F Linear F. T.O.B. Top of Block EMERGENCY LIGHTING&EXIT SIGNS SD1 DETAILS M
Dec. D live _�T� La.ndrytTub T.O.M. Top of Masonry e,
e of 0
Ded. Dedicated Outlet Mas. Masonry T'O.P. Top of Plate LU _J
Dbi. Do bl Max maximum Trans. Transom Window ILL. ?
arnoter M.C. Medicine Ca inet Typ. Typical CI Q)
Dia. Di u INTERIOR FINISH EXIT ENCLOSURES&EXIST PASSAGEWAYS B C)
CORRIDORS B
Disp. p.Sal Mfgr. Manufacture UCL Under Cabinet Ughthg CLASSIFICATION: RO Z W Q)
stauce Micro Microwave U.N.O. Unless Noted Otherw,se OMS&ENCLOSED SPACES C
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Dist. Di (TABLE 803.9) LU 0
D.S. Drawer Stack Min. Minimum VB Vanity Base ELOPED INDEX 0-450.)
'Y (CLASS A:FLAME SPREA �NDEXO-25;SMOKE-DEV _1 <
V. (CLASS B 75;SMOKE-DEVELOPED INDEX 0450.) U) 0 W
D.V. D er vent M.L. Microlam V rt. Vertical IFLAMESPREA NDEX25- is
D.W. Dishwasher Mir. Mi r L. Versalarn SPRE INDEA76 LU Z CO
Ea. Each Mon' Monorithic vp Vapor Protected tCLASS C:FLAME AD -2DO;SMOKE-DEVELOPED INDEX 0450.)
E.VV. Each Way N.T.S. Net to Scale VTR Vent through Roof
Opn'g. Opening W Wa he
2ec. Electrical 11 s INTERIOR FLOOR CLASS 11 OR BETTER ED P
E eV. El,sVati.n opt Options w/ With
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Ext. Exterior Pc. Piece W.C. Water Closet FINISH(804): LLJ z
Ex p. Expansion Ped. Pedestal W.A. Wedge Anchor <
P.L. Parallam Wd. we d
FB . Florida B"".Code W.o
PLF Pounds per near foot WP to,Proof < Z,3 1--
F�NC.R. Florida Bldg.Code Resid. pit Ht — N <
F.F. Finished Floor Plate Heigh <
DESIGN 11—N
RD/CRS
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AS NOTED
I—E 08.06.2014
22 C
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DEMOLITION NOTES: cl
1. G.C.TO CONTACT DESIGN PROFESSIONAL IF EXIST.CONDITIONS
VARY FROM PLANS.
2. G.C.TO VERIFY WALLS AS NON-LOAD BEARING BEFORE REMOVAL
OR PROVIDE SHORING AS REQ'D. z
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3. ALL CHARRED GYPSUM BOARD TO BE REMOVED AND REPLACED.
ADDITIONAL WATER AND SMOKE DAMAGED GYPSUM BOARD TO BE 13f
REMOVED AND REPLACED AT G.C.'s DISCRETION OR SEALED 0
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APPROPRIATELY TO ELIMINATE ODORS.GYPSUM BOARD TO ALSO w
BE REMOVED AS REQUIRED TO REPLACE INSULATION AFFECTED 0
REMOVE
BY SMOKE. REFLACE4EXIST.
2.6 FLOOR J015TS
4. ALL CHARRED WOOD AND SHEATHING TO BE REMOVED AND
REMOVE 4
REPLACED. REPLACE FLOOR <
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DEC<NG AS REOV. 1�
5. ALL WINDOWS,DOORS,CABINETRY,COUNTERS,APPLIANCES,
FIXTURES AND SHELVING TO BE REMOVED AND REPLACED AT
G.C.'S DISCRETION OR SEALED/CLEANED APPROPRIATELY TO
ELIMINATE ODORS/STAINS. APPROX.
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EXISTING TO BE REMOVED THIS UNIT AS REQ'D.
REMOVE 4 REPLACE
REMOVE 4 _EPLACE
GYP E31D ON WALLS CEILING FlN;lplH
TH16*UNIT AS FREQ':D.
EXISTING 1 HR FIRE SEPARATION TO REMAIN
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N.T.S. I ICALE AS NOTED
2nd FLOOR DEMOLITION PLAN 3rd FLOOR DEMOLITION PLAN
0 DATE
08.06.2014
01
EHT 2
GENERAL NOTES: LEGEND
1.WINDOW AND DOOR SUPPLIERS SHALL PROVIDE
CURRENT ROUGH OPENING INFO WHICH SHALL 7777717Zj HATCH INDICATES NEW 2x4(U.N.O.)
HAVE PRECEDENCE OVER THE WINDOW AND DOOR FRAMING(LOAD BRG.)STUDS @16"O.C.
SCHEDULES ON PLAN.WINDOWS&DOORS TO PER DETAIL 4/SDI
COMPLY WITH 2010 FBC ENERGY EFFICIENCY CODE. F INDICATES EXISTING WALL TO REMAIN
2.DO NOT SCALE PLANS.DIMENSIONS ARE TO BE z
FOLLOWED AS NOTED. HATCH INDICATES NEW 1HR FIRE
SEPARATION(TO MATCH EXIST.).2X4
OMNI a-
3.G.C.TO VERIFY ALL DIMENSIONS WITH FIXTURES �U.N.O.)FRAMING(LOAD BRG.)STUDS
@16"O.C.PER DETAIL 1105
TO BE INSTALLED TO ENSURE COMPLIANCE
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EXISTING 1HR FIRE SEPARATION TO
4.H.V.A.C.SYSTEM TO BE SIZED AND DESIGNED BY REMAIN
H.V.A.C.CONTRACTOR
5.REFER TO FLOOR PLAN FOR CEILING HEIGHTS <
6.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
EXISTING
EXISTING CONDITIONS AT SITE BEFORE WINDOWS TO
PROCEEDING WITH ANY WORK REMAIN
7.NOTES INDICATING TYPICAL CONDITIONS SHALL
APPLY TO ALL LIKE AREAS UNLESS NOTED EXIeT. EX151. TIJ5
7w� F=7
OTHERWISE COVERED
COVERED
FORCH
8.IF WATER BASED CEILING TEXTURE IS USED, FORCH
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PROVIDE 1/2"GYPSUM BOARD FOR 16" D.C. CID z
FRAMING OR 5/8"GYPSUM BOARD FOR 24"O.C.
-RESISTANT GYPSUM BOARD
FRAMING(1/2"SAG X.
REMOVE 4 REF
MAY BE USED I.L.O.OF 5/8"GYPSUM).
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02
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ELECTRICAL NOTES: ELECTRICAL LEGEND F_
$ SINGLE POLE SWITCH
1. THIS ELECTRICAL PLAN IS TO BE USED FOR PLACEMENT THREE WAY SWITCH
PURPOSES ONLY. DESIGN AND CALCULATIONS TD BE THE FOUR WAY SWITCH
RESPONSIBILITY OF THE ELECTRICAL CONTRACT DR. SINGLE POLE SWITCH,OPTIONAL 120V DIMMER
2. LOCATION OF EXISTING UNDERGROUND UTILITY LINES AND THREE WAY SWITCH,OPTIONAL 120V DIMMER
STRUCTURES SHALL BE DETERMINED AND VERIFI ED IN THE z
FIELD PRIOR TO COMMENCING WORK,ELECTRICAL d OUTLET 110-115 0
CONTRACTOR SHALL BE RESPONSIBLE FOR HIS DAMAGE TO
OTHER TRADES. 1. OUTLET 110-115,GROUND FAULT CIRCUIT a.
INTERRUPTER
F,
3. ELECTRICAL BOXES INSTALLED IN FLOORS,WALLB,OR &C OUTLET 110-115,WATER PROOF G.F.I. U)
CEILINGS SHALL BE MOUNTED FLUSH WITH FINIS
SURFACE AND CONDUITS AND/OR CABLES SHAL.BE OUTLET 110-115,SPLIT WIRED
CONCEALED UNLESS OTHERWISE NOTED.
OUTLET 110-115,CEILING MOUNTED
4. EXTERIOR,GARAGE,KITCHEN,BATHROOM OR AN f OUTLETS OUTLET 110-115,FLOOR MOUNTED
WITHIN 6' OF A WATER SOURCE ARE GFI. 220-240,SPECIAL PURPOSE OUTLET
5. ALL SMOKE DETECTORS TO BE INSTALLED PER NEC 2008. LIGHT FIXTURE,CEILING MOUNTED
6. ALL 15-20 AMP BRANCH CIRCUITS THAT SUPPLY CUTLETS IN LIGHT FIXTURE,WALL MOUNTED _vF
FAMILY ROOMS,DINING ROOMS,LIVING ROOMS,FARLORS, EX15T.
@ LIGHT FIXTURE,HANGING
LIBRARIES,DENS, BEDROOMS,SUNROOMS,RECREATION COVERED
ROOMS,CLOSETS,HALLWAYS,OR SIMILAR ROOMS OR LIGHT FIXTURE,RECESSED
C-3
AREAS PER NEC 210.12(B)SHALL BE PROTECTED 3Y AN F' LIGHT FIXTURE,VAPOR PROOF C'j
ARC-FAULT INTERRUPTER(S)OR COMBINATION T'PE. <
El RECESSED EYEBALL,ADJUSTABLE GM
7. ALL ELECTRICAL WORK AND APPLIANCES SHALL TONFORM C:
LAMP HOLDER W1 PULL CHAIN
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TO NEC 2008.
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a. EXCEPTIONS FROM GFI REQUIREMENTS SHALL Bl' FLOOD LIGHTS
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\F/ TELEVISION OUTLET
DESIRED IS ALLOWED PER NEC 2008. EXIST. 0
PERMITTED PROVIDED LOCATION WHERE EXCEP rION Is EXI51.
.i I MA&TER M:W_
TELEPHONE OUTLET
9. CARBON MONOXIDE ALARMS AS SHOWN PER PLAN.ALARMS INTERCOM H 5EDFROOM ....(b'Li
SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING C:) > Bo
6 Eil "
WIRING,BE INTERCONNECTED AND HAVE BATTERY BACKUP. CHIMES 2 (0 CO
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A SINGLE COMBO DETECTOR MAY BE USED ILO 11\DIVIDUAL SMOKE DETECTOR 0
CN C�
SMOKE&CARBON MONOXIDE DETECTORS. CARBON MONOXIDE DETECTOR z c)CN �e ED-J
of C14 Lt-
10. ALL 120 VOLT 15-20 AMP RECEPTACLE OUTLETS 114 FAMILY EXHAUSTFAN U�04 <LU -
ROOMS,DINING ROOMS,LIVING ROOMS,PARLORS, [Z)it co 0- 0
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ROOMS,CLOSETS,HALLWAYS,OR SIMILAR ROOIVS OR 7 _j
AREAS PER NEC 210.12(6)SHALL BE TAMPER REZ ISTANT DISCONNECT SWITCH
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TYPE PER NEC SECTION 406.11. ELECTRICAL PANEL
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(E-] CEILING FAN,INSTALLED
11. VERIFY LOCATION OF ALL COMPONENTS wl HOME OWNER
PRIOR TO COMMENCEMENT OF WORK ffq CEILING FAN,PREWIRED
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12. ALL OUTLETS TO BE TAMPER RESISTANT <
DIGITAL THERMOSTAT 0
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13. ALL WIRING IS TO BE 912 AWG OR LARGER SOLID COPPER METER
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(ROMEX) EXIST. 0
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16. EACH CIRCUIT IS TO HAVE CONTINUOUS SOLID COPPER
BARE GROUND WIRE CONNECTED TO EQUIPMEN-'GROUND
BAR IN THE MAIN DISTRIBUTION PANEL. ALTERW TE
0
INSTALLATION OF A GREEN PIGTAIL FROM THE GI ZOUND LU LL
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SCREW TO THE LUG ONTHE BOX WHERE THE GREEN Z
GROUND WIRE IS CONNECTED.(if metal box)
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ELECTRICAL CONTRACTOR TO IDENTIFY REWIRE (9 1
I SCALE AS NOTED
ALL HOMERUNS,CIRCUITS,AND COMPONENTS LOCATOR PLAN E
DAMAGED BY FIRE. UNDAMAGED COMPO�ENTS TO 3rd FLOOR ELECTRICAL PLAN OAT 08.06.2014
REMAIN. N.T.S.
04
BHT 5
Dcsig.N.U341 5A Fiber,Spray,rif'-As an alternate to Batts and Blaacts(item 5)-Spray applied cell"I"
Noverriber 2'1,201 1 Th.fiber is applied with water to completely fill the criclosed caity in ac,m)...c w'all he
Bearing Wall Rating- th r=or ans supplied with the Ford.I.Nominal dry donsity of 3.0 lb/fi Alternate
p '�i.ustrudi ffiU.`S.GmcnfibcrLLC ry,p,,AD WO hot their adhesive at a
pic i��i.,�thd:lhfb,,,i�.ppli,d,,i
Finish Rating-Min 20 warnal ratio of onse pan adhosai e to 6.6 parts fiber to completely fill the arielmed cav I LY in accordance
with the application instructions supplied with the predict.Nominal dq density of 21[1,1113.
5 4 1. 2 U S GREENTIBER L L C--C---I Stabilized or Cue-a-FRM(Fire Rated Mari
171yurrmymn"
CRAM I rl V X 11
5B.Fiber,Sprayed--Aann alternate to Batts and Blankets(Item 5),,d Item 5A olivu Sheathing
I (Im.4)is used on both halves of wall-Spray applied�lluluso insulation material.I ho fiber is applied
FEW w ith the product. Z
with water to itacrior surfaces in accordance with the application instructions sup
Applied to emplet6y fill th.-closed ca,ity.Nliturmundry dersity of 4.3 p...ds pcf cubic ft. 0
NU-WOOL CO INC--CcllaIme Insulation
a_
5 .Batis and Blankets--(Required for use with Wall and Partition Facings and Accessories.from
C
2A.Use of Sheathing,Iters 4,does not nullify requirement of item 5C for,sc with Imin 2A)-Glass U)
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fiber mulation,n,m3-1/2in.thivk,min.d,n,iy�fO.90p�f,,,ith�fl�-,p�.,i.f-'5.,I.,�.da
I md cavitics.&.Dam and B1kcta
�nuka c,clopod of 50 m 1.a,firionut-fitted to completely Fill the
_amgmy(BKNV Ruramosofmanufacturears.
5D,Fiber,Spra,cd--As an alternate to Batts and Blaakcts(Item 5)and Item 5A,[am Sheathing
( an The fiber is irplied,ith wat.,to
Ito 11
completely 11thee lewd cavity in accoralme,with the application inotractions supplied with the as
product.the anniminim dn�d...in,shall be 4.30 lb,/ft3,
MERNATIONAL CELLULOSE COPP--C.lb--RL
HORIZONEAL SEC FION
1.Wood Stud,-Noun 2 by 4 in.,spaced 24 in.CC max.Cress braced at crad-livight and effectively 6 Steel Framing Member,(Optimid,Not Shoend--Furring chamels,nd steel Framing Members
fire'uppcd at wipmd bottom ofall.No m.air paeo between stud Is except to ree--d-to as dmenbed below
as
attachment ofshicathing,where requited.See items 4 and 5. A.Furring Channel,-Formed of No.25 MSG galv steel.2-3/9 in.wide by 718 in.deep, r
2 G 4 ft wide,Gypsum board or lath applied horizontally.1ticr[h, xi in Item b.
. ypauns Board--5/8 in.thick spiced 24 iu,�OC perpendicular to studs,Channels seemed to studs as desciibe
miless speciflod below,and nailed to studs and bearing plate 7irroCivith6deortareatcouteduads. Ends of adiuming channels am overlapped 6 in.and tied t.gethe,with duabi.,hand fNe.
18 SWG gub,si�lwioe nearench end of,neflap.As an a in IT 1 4
i-719in.l,ng,O.U9i5in.shaaLdi,m,ndl/4in,di,mh�d.i,sinaltem,tc,No.6bt�gl�h.dd,y,,�lI c
-d for the 6d cement,outed nails, #6
ingicharn Is
wmivs,1-7/8 in.long,may be substitute mav bv overlapped 6 in.and secured togederwith to f-tapping framing screws,man
When Steel Training Members'(Itern 6)am used,wallboard allachcd to Rating channel,w ith I in. 7/16 in,l,ng,t the midpoint ofthe overlap,with one s-m each flange vfthv channel.
long Type S b.glc-hc.d steels�pwed 12 m,OC. Wallboard attached to Turing,channels a,described in Item 2.
When used in w idths other than 49 in.,gypsum board to be mstalled hmmorially. B,Steel Framing Members--Used to attach firring channels(how a)to studs(Itern 1).
Clips sT..d 48 in.OC.,and seenned to studswith No.8.,1-1/2 in.cca-dr,11-11-It' 0
4
Arw UL Classified Gypsom Board that is eligible form,in)c,iimNm.L5QI,O5I2,rU3Q5.S_ through the center grommet.Furring channels am friction fitted into clips.
<
G� mr,Board-(CKNX)category for mares of Classified emparres. ;
P' PAC INTERNATIONAL INC--1)p.RSIC-1. \Z LLF-
2A. (As a ft alternate in It_12,not shown)-Nominal
�,Il and Partition Facings and Accessories
9 thick,4 ft wide panels,applied vertically to studs and bearing plates on one side of the assembly
Z
with 1-5/9 in.long fy pe S semw s spaced 12 in.OC at perim�mr of Pawls and 8 to OC at the field. 7.Wall and Pmrtitimi Facings ad Arce...cic,--(optional,Not shown)-Nominal 1/2 in.thick,4
Horizontal joints I'verfic,illy applied panclswedrotbe backed by studs.Parreljourbcoveredwith ft wide pawls,for optional use as an additional layer on me or both sides of[he assembly Pon Is
a a installed as
apx�ta�and two In,ers i..pound.S,mvi to,cred with two layers limit curopeard shathed in accordance with nomufacturor's ox,ornmendations,When the QR-5 10 p nel i ra 0
p between the wood framing ad the UL Classified gypsum board,the requircd UL CIT-ified gypSour -i
Batisand Blankets placed at stud cavity as described in Item 5C.Not evaluated for mewith Steel d as to firsencr ty Pe sod sp -19
F amingbActwers,Furring Channels or Fiber,Sprayed. board lai to be nodalled as ind acing,except that the requirod
i""
SERIOUS ENERGY INC--Type QcietRk QR-530(fin sh rating 23 miard. ficactic,length shelf be increased by a minimum of L/2 in.Not evaluated or imendi,da,a abstmate let
,be"Saiinol hrycrfs)of UL Classified G)psaun Board.
SERIOUS ENERGY INC-F�pe Q,ietRock QR-5 10. C:) �O
2B.Gyr psums Board--(As w alternate to Itern 2,not Im,u)-Am,518 in.thick gypsum panels that Z
am eligible for use in Design Nos.L50�0512 or U305,supplied 1,the listed 0
C10 00
I C14
be aw he,,.in the Gypsum Smisi(KNX)category.Applied honzom Ily , id"and 8 Nn-Bearing Wall Partition Inficoaction-(optional)To,nominal 2 by 4 in. tod or I'mitud 2 0
b
attachcd to studs and bearing pi,tvs with 1_114 in.long Typo W coarse thread gypsum panel steel by 6 in.stnd nailed ng,ther with o-3m.long 10d nails spaced a max.U6 in.oc.licully and 0)
--s spa ed a max 9 in.OC,with last sciew I m.fmm edi e ofboard,When usxd inwidths other -ced I--a,16 in.OC. Z -J
scre fastened to raw side.fthe antorman 2 by,l in.studwith 3 mr.long 10d nails 1p cc)"
than 48 ur'gypsaan board to be installed hrizontrally. veiiic,liv.intersection between partition�'d studs to be flush,ith the 2 by 4 in.studs,The wall N LL
43) LJJ C;
c') 0-
CGC INC partition wood studs...t,befirannecity ith amd2by 4 hi�wood sualfirstered with3 in.long Q) 2'
10d mul,,px,cd.rii16 in,OC. cincally.Maximum one non-wanngwill partition intersection per
UNITED STATES GYPSUM CD stud cavity.Non-bearing wall partition stud depth shall be at a minimum equal to the depth of the ED <
an 0) Lli 0 Z
2: <
USGMEXICO S A BE C V be.n.gwall.
LLJ
2C.Gy psturn Board--(As an alternate to Itent 2, or i n)-5/8 in.thick gypsum panels applied -Bearing the UL Classification Mark 0 < Of
hmi..rally or verticifly and attached t.,I.d,and bearing[hates with 1-1/4 or long Type Wause T 0
firead gypsom panel stecl screws spaced a max 9 in.OC,with last screw I in.from edge of board. 0
When used in w idibs oflacr than 48 w,gv 0
psuarn board to be 1 mwELd horizontally. 0
AlME RICAN GYPSUM CO--T)p,sAGX-I,MGlasa.AG-C
CERTAINTEEDGYPSUMENC--f)p,Cc,TyNX
Z
CERTAIN FEED GYPSUM CANADA INC--T)p�CcaTypeX as
0
2D.GypsumBo rd--(As an alternate to Items 2,2A,2B ad 2C)-519 in.thick gypsum panels,
,,ith�q,-�dg.,��ppli�d�ith�,h�fizontallyorvu�ically.,3ypsumpamNf,�,tc,�dtofmniing�vith UJ
1-1/4 im long Type W �;thread gypsum panel steel senns spaced smax 8 in.OC,with last 2 W 2� <
se and 4 in. an of board or nailed as descubed in Itern 2.When med in w idths of other <
_"'I m. - e L)
dia.IS gy Z F- LL <
.psurn boards are to be installed horizontally.
TEMPLE-INLAIND--CrecoGIm,Type X. wz
LLI
to ILI UJ
2E.Gypsum Board--(As-alternate to Items 2 through 2D)-518 in.thick,4 11.wide,paper a :E
"arficed applicd vertically only and sceured a,described in te.2. 0 (J)
0
TEMPLE-INLAND--F,pe,X C.nT6aGmrd Sound Do.,citing Gypsum Board. (D
Z
lip)
2F.G�psarrlloaard(Asanaltemateloltums2thmueh2E)-Instull�dasde�nb,-dinti,m2.5/8
m.thick,4 ft.wido,paper surfaced,applied vertically only;.df��t�n�dt.tl,.�tud,��,dpl�t.,,ith6d an
ectrour coated nails 1-7/8 in.long,0.0915 in.shank diant at d 1/4 in.diam head,,7 in.OC.Not for use
with itc.#6. 0
1
--S.mi XP Type X G,pamn Bond a- LLI
NATIONAL GYPSUM CO LL Cl R
M C) 0 q)
2G,Wall ad Partition Facing,and A-esmn.--(As an altounto to Items 2 through 2F)- Z 01� af 0)
to LLJ
LLJ 0
aad,mmcdmd.c,dedinitcm2. to _J <
SERIOUS ENERGY INC-r,p�,Q,�i�iR.�kES,Q,��ll.-k527. 0
Z U) 0 W
211.G)Intran Bmr&-(As a.alternate 1.Items 2 donouid 2G)-lc,Wllcd as described in Item 2.5/8 Lu Z ca
it.thick,4 ft.wide,paper surfaced,applied vertically only and faStered to the studs and plates with N1
=yttemeosted nails 1-7/8 in.Ion g,0.D9 15 in.shank diant a A 1/4 in.diam heads,7 in.OC.Not for use
ED
96. o LU Z
Z
CERTAINTEED GYPSUM INC--Type SilentFX W
,o _, Lo
0 Z C,4
(If Cc)
3.J.dri ad N.iih-d,-G,piano board joints of out"li yet cov,cred w ith tape and joint compound. <
N,ilheadsof ,Icrla�ercovemd�ithjointcompund.A�,.�lt�.�te.3/32urffimkg�psmu
'_c - . vfC fie 'ba.b.ard,,ithpumarriamexcl DE51GIN D�M
erpl,sterina be applied to the entire surface lass d...c,r RDICRS
with paper ope. CHECKED
4.She,hing-(Optional)--Svptum may be sheathed will min 7/16 in.thick-000d structural panels 0 SSPE
MI,.IaIFibrrBmurd,
Sce Mineral and Fiber Boards(CERZ)category for min s of Cinssified companies. 'Z JOB KUS-TANNER
(D
5,Bafts ad Blasi-3-1/2 in. ,a.thickness glass or around fiber ball insulation. Optimal when us SCALE AS NOTED
an
,heatlem,(Itern 4)is used it both hal,es of,,all. TE 08.06.2014
See Batts and Blankets(131JZ)c.ogmy far Ii1tcfCI-ai led companies
UL RATED ASSEMBLY
to 05
M
I SHT 6 OF 8
(�)l HR DOUBLE BRG. WALL N.T.S. _L__j
C T CONNECTOR LEGEND <
ONNE
FL1 141S
PRODUCTAPPROVALCHAR
117'DIA ALL q1IREAD ROD W.111RF NEW B.T.PLT.TO
FRAMING NOTES: FLORIDA""DUCT NEW DEL.T&PLT.BELOW TFROM ENDS AND 32'O.C. ———
1. Top PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND SIMPSON CONNECTOR APPROVAL#_
ELEVATIONS FOR BEARING HEIGHTS. H10A HUS26
TO UNDERSIDE OF ROOF TRUSSES AT ALL NOWBEARIN 3 H1
2. FRAME WALLS UP HGA 0 6"FRc)M ENDS AND 3Z'D.C.EMST.TRUSS TO NEW
WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. H10-2 IPLATE
TOP
WH2.5A E --
3. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL H3 z
BE CONTINUOUS FROM FLOOR TO CEILING. H4 0
HTS(ALL) FL10456
4. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION
LTS(ALL)
REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION.
MTS(ALL)
SSP
NAILING SCHEDULE: ABA(ALL) FL10849
—HG FL11470
A10
SIDEWALL: LTT19 FL1 1496
ALL SH EATHING TO BE 518"M IN.T1-11 STRUCTU RAL SID ING ON 15#FELT
LSTA(ALL) FL10852
W/(1)ROW @ 6"D.C.AT TOP AND BOTTOM 8d RING SHANK NAILS,6"O.C.
LSU�AL) FL10447 <
ALL OTHER EDGES AND 12"O.C.FIELD.
MTSM16 FL1 1473
NAILS: HGAM10
NAILS USED IN ALL SHEATHING APPLICATIONS SHALL BE 8d RING-SHANK
IZE 0.28"MIN. LUS(ALL) FL10655 �2
GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD S 0
HUS(ALL) AFFROX. w
NAILS FASTENED IN PT.OR FIRE-RETARDANT-TREATED WOOD SHALL
BE HOT DIPPED ZINC-COATED GALVANIZED STEEL,STAINLESS STEEL,
SILICON BRONZE OR COPPER.
NFUJ 2X,3
FLOOR J015T5 -4:
C;"
FLOOR NAILING it it 11 11 11 X[5TlNG 5FAM �71
R
it it it 0 REMAIN
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SCHEDULE 1711
2
it
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FLOOR SHEATHING TO BE 3/4"PLYWOOD(U.N.O.)WITH LONG DIMENSION it 11 11 11 11 i 1 11
I[ it it it it it
PERPENDICULAR TO SUPPORT(FLOOR TRUSSES)
011
PLICATIONS SHALL BE 8d
NAILS:NAILS USED IN ALL FLOORING AP
RIVEN NAILS,
RING-SHANK,OR HOT DIPPED GALVANIZED,HAND OR GUN D L1-—————
IZE EQUIVALENT TO HAND DRIVEN it EX15TING FL.00
GUN DRIVEN NAILS SHALL HAVE HEAD S Ill TRJ55 TO REMAIN
NAILS,SPACING SHALL BE 6"ON EDGES AND 12"IN FIELD. it 11 11 It 11 11 It GI!I 2
C it 11 11 11 11 11 11 110
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u u u u DATE 08.06.2014
UNIT 2325
u u
3rd FL FLOOR FRAMING PLAN
LOCATOR PLAN 3rd FL ROOF FRAMING PLAN si
I SH
N.T.S.
4_0 D TO PLATE UPLIFT
CLlF5/5TRAFS AS REO'D <
PER PLAN(NOT SHOLLIN
FOR
CLARITY)
LAP AT CORNERS Wl
EXIST.2X4 H9W 2X4 (2AOd.3'NAIL.5
TOP C44D. I tff OH�X—
VERT. PROVIDE ADDITIONAL
2x4 AT COSINER 5
REQ'D FOR WALL GYP.
�j NAfLIW3 SURFACE
E 15T.FRE -.L 2.4 TOP PLT.. z
WX ,,dx NAILS
TRUSS TO REMAIN.
-ENGINEERED NEW 2.4
WG 10 EXIST.TRUSS m
TONE TOFFLT.6," STAGGERED 16'O.C-
w
FROM ENDS 4 32' 7 7 114Z
PROVI E NSULATICN—\ 0 0. f EXI ST.2X4 NEW WEE3
1. 0 H 2-Xr NEW 2X
AS REDDIT MATO E!OT.CHO. LOT. ;5 ER OFFSET JOINTS 0
EXIST. MIN.45'eU.N.C.)
Z48'W DE x 15/32'Thr,PLYWOOD GUSSET w
(ONE IEA-'SIDE)W/(J)ROLLS OF Oci
NAILS STAGGERED-3'D.C.TO ALL
FIEFER TO PLAN5 TRUSS FRA-IIW�SEE DETAIL 31601
NEW 1/2' NEW 2� C;LG. D
515TANT NAILER 15TM PROVIDE CRAFT
--"E HC�AIO'.AS REO'D. TRUSS GUSSET
541�
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AS REOD.
REPAIR
55F.-16,D.C.STUD
FLT 5/5-1 M N�TI-11 STRUCTURAL SIDING
TO TOf ----ON 5-FELT W1 5d RIW.5HANr, 2.4 STUDS
MASTER NEW 5 'TYPE X. NAILS 6'D.C.EDGES AND 12'D.C. (3)ROWS STAGGERED ROW5,5TA0<.E D f0dxX O.C.W/(2)lod.3.
FIELD.OVER 5/5'TTPE'X' END-NAILS(OR -alli 1
OATH DRYUJALL OdK3'NAILS-3'C.C. NAILS-3 O.r.(MIN-)(OPPOSITE
DRYWALL. SIDE) TOE-NAL-S)EA Z�
(MIN.) END
4-
HIR.RATED UJALJ — 7-
PROVIDE INSULATION ASSEME5LY UL-341
AS RECIV.TO MATCH
F SEE CURRENT UL
I
X ST. Ix x
DIRECTORY FOR SPECIFIC X
MATER AL RE UIRE11IT5 lw
REFER TO DETAIL 3/OE,
NEW 2x4 STUD$-16' NAILS NOTED ON
FIL 5 APE MINIMUM 0-
O.C../(2)lod.3' ELEVATION VIEW EAN j
lrND NAILS OR I' 'P ADDITIONAL —wz
U,
TOE NAJL5�EA.END NAICL15�AY BE ADDED
NEW 2 4 DOT PLT AS
In"Dl;�ALL NEW/EX15T.2.4 TRUSS
THREAD ROD./WASHERS �OJWEBtVERT.
FROM ENDS 4 32'O.C.
TO TOP FLT.15ELOW
15/32'TH<P
W55 T(EA.SIDE (03)ROWS STAGGERED
LTWCOD
SEP-le' , 'i),Ll/ j FLJ
TO EOT.'oiC: STUD GRAINES WORIZCK lgld,3'11AIL5 13'Or-,
PL (MIN) PT.2.4 50T.FLT NN,
REMOVE =PI-ACE C,
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FLOOR SHI=FAirTH 5ECTION VIELU 0 ........
FASTENING PER P,�. CO
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NEW 2X5 FLOOR PROVIDE D GUSSET TYPICAL BEARING WALL
,�015T PER PPLAN STOPPIW,AS REQ'D. � K co
REFER To MAN - - MC4 LL
(�) FRAMING DETAIL q <W(j
DETAIL 3/4"=V-0" INTS (6 C14�
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z ca 6j 5
W 0) z
FX15T.FLC F;Z---- cl Cl 0 U)<
J015TS TO W Z
REMAIN w 0
W 0
NEW 1/2'FLYUJOCD 0
CFILfNG AS FREO'D. 0
TO MATCH EXIST. 0
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PROVIDE INSULATION SID'-I-TI-11 STRUCTURAL 51.1- 0
AS REOV.TO MATCH (INSTALL PER MANUF.SPECS)ON
EXIST. APFROVED VAPOR IEAFERIER W1 I
Z FRNG5HANKNAIL5 'O.C.
EDGES AND 12'CO.FIELD.OVER U)
As REOV.FOR 5/6,TYPE'X'DRYLUALL
PL.UMEING SPACE 0
55P-*,C.C.STUD
TO TOP FL-T.
2,,d EL<2QfR NO LUORK TO EF W <
COVERED NEW 5/8'TYFE'X' < -j 6
DRYWALL PEF;ZFQWE[?QN THI (9 F-
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PROVIDE ITO LATICN--�� 0
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EXIST. W
NEW 2x4 STUDS-16' 2:
0 U)
0.,
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(r
=ND NAILS OR
TCE_ z
NAILS)EA�END 0
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EX15T 2 4 E50T EXIST.WALL TO REMAIN 5
PL
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I. STUD
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EXIST.FLOOR SHEATHING —REMOVE I REPLACE 2.4 STUDS W LL
4 FASTENING PER I-LAN A 16,O.C.AS REa'D. 0
To REMAIN z cr� :If
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w 0 w
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PORCH DESIGN DFAW
RDICRS
CHECKED SSPE
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z JOB KUS-TANNER
0
lE AS NOTED
W
0 DATE
08,06.2014
w
WALL SECTION X
SD1
DETAIL 3/8"=V-0.1 SHT 8 OF 8