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These materials are copyrighted and prai under Section 102 of the Architectural Works Copyright Protection Act of 1990, The copyright protections apply to the
overall form of the structures,the orrangigment and composition of spaces,the materials and selections,and all other elements of the design. Unauthci use of AO - 05
PERMIT ISSUE
these materials can result in substantial aiminal and civil liability.
. ..........
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ij�
GENERAL NOTES: DO NOT MEASURE DRAWINGS
NOZW MMMOf or MY RM Am
PEOR M CONS71IMMON. MIZ NOMS
TANCE OF PROPOSED HOUSE TO PROPERTY LINES - EXISTING.
1. DIS
2. A/C COMPRESSORS, GENERATORS, LP GAS TANKS, POOL
KEY
EQUIPMENT ETC. - EXISTING
j 3. DRIVEWAYS, WALKWAYS, PATIOS - EXISTING SLOPE
DRAINAGE DIRECTION - NO IMPACT ON EXISTING CONDITIONS
4. IMPERVIOUS SURFACE AREA ( LOTCOVEF;LAGQ CALCULATI N
EXISTING.
5. DRAINAGE PLAN WITH SUPPORTING ON-SITE WATER STORAGE
CALCULATIONS, AND LOCATION OF EASEMENTS - EXISTING.
NOTES
6. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE
#S
SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTOR 1 . NEW CONSTRUCTION - NO CHANGES ON EXISTING CONDTIONS.
USE PRIOR TO FRAMING INSPECTION ( OR ALL PROPERTY
URFACES
MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM
2. NO EFFECT FROM CURRENT DESIGN TO DRAINAGE OR PERMEABLE 50
MARKER TO MARKER TO VERIFY REQUIRED SETBACKS.
7. NEW WINDOWS TO MATCH EXISTING. DOUBLE-HUNG OR CASEMENT
TO BE USED.
ONSULTANTS:
FOUND SURVEY:
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777�7�
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overall form(9f the structures,the arrangement and composition of spaces,the materials and selections,and all other elemenis of the design. Unauth
PERMIT ISSUE .
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DO NOT MEASURE DRAWINGS
NOnff MCM7ZCT OF MY 9M ML DISCH11IMPMCICS
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These materials are copyrighted and protected under§ection 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the CARRIAGE HOUSE FIRST 110OR DEMOLITION PLAN
overall form of the structures,the arrangement and c6pposition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of
Al . 05
IIIIIII.AI-05 Scale: 1/4" = 1'-0*
these materials can result in substantial criminal and&ivil liability. II PERMMSSUE
A I
A-A
301-211
A3.15
WINDOW ASSEMBLY
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if
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1 6 overall form of the structures�,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of Scale: 3/4' -01.
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TOP OF PLATE (c,wii E HO 0
NV 17--8 TOP F PLATE (CARRIAGE H SE)
ou
1/2" GW13 OVER 2xd STUD
IT-W
5 WALL W/ BATT NSUL.
..........................................
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..........
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V HANG ..............
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(TO MATCH EXIST!
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-------------
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STRUCTURAL
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overall form qf the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of
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INSTALLATION GUID:EUNES
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A, Cut DuPont-FlexWrar at least 12'longorthan width of rough opening sill IS). L-0
for DuPont- Flashing System- with integral flanged windows
R. Remove first piece of release paper,cover horizontal sill by aligning inside edge 044ill,and adhere into rough opening acros's
06
sill and up iambs Imin.6'), Cover horizontal sill by aligning FIPXWrapedge with intide edge of sill. Z a-
CW)
AL"ER weather-resistive barrier'is installed.
INSTALLATION C. Removesexand release paper.
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DuPorvt-FIexWrap-and DuPont,StraightFlash,,are highly engineered flashingtapes toesigned to be compatible with
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Tyvek,-,�Weatherization Systems products,For optima I weather-resistive protection,weSU990st You use Tyvekt CL
G U I D E L I IN' E S Wrap Caps, 0 0 t3--
HomeWrap;.�,TyvekS StuccoWrap,�or Tyvekl-�Commercia[Wrap&,DuPonn�Tyvek%-Tapoc,and Tyvekkl 0
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GENERAL INSTRUCTIONS: 01
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WRAPPING VERTICAL WALLS: DuPonr�FlexWtap:-and Straightflash-should be instalied on DO NOT STRETCH Dulftn"FlexWrapWHEN INSTALLING, -_MAP,
f;e- pl, ,
clean,dry surfaces,Wipe surfaces to remove maisture,dirt,
* DuPont,-FlexWrap,-orforms best when installed at
grease and othar debris that could irterferavvith adhesion. temperatures above*OF(40C),
Apply pressure along entire surface to r a good bond. * For additional guidelirRes and suggested caulks,please call CONSULTANTS.
Remove all wrinkles and bubbles by smoothing surface and 1-800-44-TYVEK 1goo-4W-9835�,
-AW� J. %1" SURVEY:
repositioning as necessary, wel-r
UNWRAP roll of com :r,
WWI
leaving V-112r overlap,
r masonry applications,
mporarily attach to
NOTE;Apply wrap with
sonry,using adhesives
grooved surface pattern in with polyurethane,
VERT11CALpositio PREPARE WEATHER-RESISTIVE BARRIER FOR WINDOW OR DOOR INSTAL
alastomeric or latex base LAjrION:
-----------
in vertical strips spaced
A. Make a modifilad"I-Cut" in the weather-resistive barrier by cutting strajilit across tile 100)of the window frame,from the center
approximately N open. cut straight down about two-thirds of the way then angling the cut to each corner(see AN),
For a list of suggested
B. Cut a flap above t.he rough opening to expose sheathing fir framing mernbers and allow h1pad flashing installation.Head flashing
dhesives,call 1-800 5-:-t a STRUCTURAL:
should adhere to exposed sheathing or framing members.
TYVEX.Use cladding
all should be plumb. .44-
A. Fan DuPont-RexWrar at butforn cornem onto face of wall, A, Apply cortfinufbus head of caulk to wall or back side of
14INGLE Stuccowrwt C, Fold side and bottom flops into rough opening and secure, Flip heaci flap up and temparaidii!Y ser-ure,
fasteners as permanent
window mOunhing flange across iambs and head,but leave
over back edge of weep 8,, Firmly press sill flashing to ensure full adhesion,
s of attachment,
mean
screed for peeper moisture bottom sill 08%ge uncaulked,
%* ................................... ................ G, SECURE FANNED EDGES WITH MECHANICAL FASTENERS.
LU S. DO NOT APPILN CAULK ACROSS F30TTOM SILL FLANGE.
ma"ageamt
(i.e,CapNails,stapies,screws,etc.)
For maximum.air leakage
< redurfion,seal wrap with 00
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D REVISION:
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DATE
CARRIAGE HOUSE
Z
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03/15/11
N
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0 ,...............
horizontally.
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3F17 M�,J(4f
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weather resistivabiarrier
Secure Tyvek?
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every
17'49'on vertical stud line,With
%. 9 1
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wood,insulated sheathing boa-rdor OVER interface of upper
Z
and lower too plates with
Uj extefior gypsum board,use large head or
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Tyveklk As a best practice,
3:
Tyvok,�,,Wrap Caps at Wrap Cap Screws), 1 TAPE all hwizontall seam ivol
0 ass at b*W joism headfirs and
best practice�Wide staples with 1.0
0- inch minimurn crown can also be used, FOR.ROUNOTOP WINDOWS
fall ovedaps wkb r or 3" FOR RECTANGULAR WINDOWS
0 1 DuPontnA TyvW&Tape-
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damage orpenetrations
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0 ARCHITECT'S SEAL
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< FOR RECTANGULAR WINDOWS: ---------------- ----------------_----
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FOR ROUNDT011 WINDOWS: iIJ111.01MG CODE NEP�OATS NOTE
Nationaf Evaloation Rapwt NEW642.M"U ft ASTM,E1677 Ty n I Alf 116 Achieve gmaUr emfgy*"�rjs and
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mAl on
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D .........
A, Cut head flashit ig at!east 12"longer than the a ru len gth(H) Secure outer edges of h&d flashing using mechanical
:E d UO PM
TECHNICAL SPEC11FICATIONS and Str ightFllsi�l I PA61 SWAOted with these i WW's,8�3
5, Cut two pieces of DuPont,StraightFla sh-or FlexWrapm for jamb flashing extending V above w"Now head flange and below
of round-top wi:!dow, fasten that walef is&0"OOAo tia extuirr of the wa����-aam,Tvv,3k;&pro�ur tst
ers, leg,CapNailt�,st*Os,screws 010. lVvWlu�ed iti cvnstrutfion prodacts is w4e from 100%flash spunbqndod N
bottom edge of sill flashing.Remove release paperand press tightly along sides of win0owframe,(jhlQ
0 ation$y tesislive bafl,to
high clensity fibors wNv�have beet%.�booded togethsif by heat ery not the primary wou"bwer(the Outer*ad#kis
X
U B. Remove both releaso papers and install to conform around tile primary barfieo- of
C, Cut a piece of DuPont,Straighflashw or FlexWrap-w for head flashing,whicb mends beyond QM("_ges of jamb flashings,Remove and irewire,wiftl9t birdersxiMers,into a tougfi,durable sficul
and buildinm
top o.f window, -.overing entire mounting flange and Additivis�tave btan iacwporatsed into tho polyethViere vi pmVide ARriviniet
release paper and install completely covering mounting flange and adhering to exposed sheathing Wr framing members.Jiflus"tion Q sorfa�qt.
'ants)WO attversaly affuttlWr water M. �%tars ond
adhering to exposed sheathing or framing members,Head M4�ft rw;istancs.DuPont sugge%ts that Tyvek*N covered wftNn four montin the(efore,theif�,w*ifbution W th,�overall of th,�wiol-4
4120 fjaysl of irwallation,
StUc1;1;6W!ap�,,,Du ant,FleMtspl and Was.' MR A�l
flashing should overlap jamb flashings at least V. SYSM -TYvck' P
g
suggested Inrusaiis%glined jj b
0&nw',FlexVlrap,and StraightNish,are made from a synthetic rubber this roe
!y Str30MOSh"NO 0U4,sijq Adows.Fursqpweri
adhame and a Wminatv ol prAyethyicrne f i1m,elastic fiber,Mmi:Wic R117.0
geited for ijm an For q-
0
adh"' potyurethana 4.d4isj",4vd,a top shee.of 11asli Pr*t""n egg'"h1ft WaWr POPIWa�Qfl DtiP"SUgQRSU3&Y,06m.
QqNrior facade,a good s#emAary weather re
0
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donsiry poiyellykano f en �Alo these
ibefs,Addirivas have be
membrone and an Vq'rVsh"whing,appr6ptow flashing mat(�rialws
MwerWsto provide uttreviolat light resistatim DuPont suggests that detaift,arA hiqh quWih -.A*partir War Amtomliw
U on ex ra WI ra as. covere W1 $.fll UF MO( Ill
4 symbro where no OKWAX
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in
INSTALLATION TIP! 'r
sheathing is usadim�jr9jT,i�ivigta��erl doqc* Wall stuft..
11 ZZ riar CADD DWG. FILE NO.
over the wall saids.
fu ads materials sho
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0 prot*qi"p
Remove short lengths _TE —--------- water intrusiol,
D P 4no pr000f instaftf*n of each
DuPont wili roj)Na�ooki TyvW Weather4alian System orodoct domaged component is very imp
of release papers,begin
ant.
d
during ing
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WW to procedwas pi,,Nishad by DuPorn,lfyw have any questimuird NiNfiV OuPoM believos tNs igAf
;5:� installation,then repeat ormaroa Its be taliabt4nd amarate.Tf�e i oion SCALE:
Trek*Weathetizaiion Systems at I-801144-TYVEK,
mOy bO skib*t tO figviNon as addi�oiml expe4ince aln'd.;
to
LU
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it oopwr,Fleyyvrar and str M%Mls PeO(JtMHW�%use condi-10s aresituildeof our coatrol, NIT
comple
until installation is gained,it is�bu .6 the proper v�lwi AS SHOWN
------ - i t the fte of Wpmem,at twisms datects tromf d MAKES NO WARRAN7,4NES EXPRESSEO OR IMPLIED,AND ASSUME 0
ft! twili Ap"'."ficat rips
"0"
CADD USER ID:
4uring 0 PMdt;cfmn,&Ront will reptace deforlive material at no charqe� LIABILITY WHATSONkp AS To THE PERF-04%
A V
0 (_0 INCE OF T E PRO S FOR
14
U.J
O-V" WARNING
by rs for
CL A PARTICUIAR UV.Tihis iftio(malion ie 1vt i4fAdedf*ho v"
-omvtaPj,0,oftt p1lblica6on far,
advartising,p, FSMZ
4W 1`fVt-V i;§WfpPoof ond should 1101 be used if)any Rp where it Mi bo
LU
V) LEGAL DESCRIPTION:
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Dvftntrecumm
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LU
ca be used,1wra caption must be taken to uve them sahtv by tollow-�ng the
requiromems svt f6rth in ANSI Standads 14.1,14,2 attzl 14.5 for laddets
4do of mmots,aWrrimm,oorl fi�prglsss,respoctively.Ty#011 is�ombosbbja
and 3rhmald be Protected from a fierne and other Nigh heat
0 5rF
wil melt at 2.751(1350C)and it th a tem ersturn of Tyvelt"*resthes 7
A.Flip down upper flap of wea6er-resistive barrier so it lays flat across head fashirig�
3� (40(rc),a WRI b1stp.and the live may spmad aad foR away trom The point of
'Tape, igni an For more'aformation,cog I-O"41-TYVEK,
13� Tape along all cuts in weather-resistive barrier and across head of the window with Dupotj*,TyveV,
gh,,oDpening across bottom and a oupent-FlexWtor arid stmiq4triasir xid their mlease Paper ate Appery
PROJECT PHASE:
.............. C, Caulklusing backer rod if necessary)to seal rear of window/door frame to insid. 0 of fou
0 A, Flip down upper,Pop of weatber-re sistive barrier so it lays Caulk(using backer rod it nsCftsary)to seal rear of winftw/ r6wilt completely around the back edge
minimum of 12"up the sides to form a back dam.To air seal aruund the window opening and stovid not be walked on,Ra�wve mlea%,*paper!rarn wark ama
flat across head flashing. door frame to inside of'rough Qoening across bottom and a imm'dicaty.DiftorFlexWrapond Straightfiastr wilt mo�t attempeta- PERMIT ISSUE
of the window perimeter F
CL
8, Tape along all cuts in weath er-resistive barrier and across minimum of 12'up the sides tor Jorm a back dam.To air seal
0 combustbeand shautd be PfaWt"kom flome"d MW hilh boat soumm's.
PROJECT NUMBER
and Nat
head of the window with DuPonr-Tyveke Tape�
LU 18-10-1231
imm 04 point of i9nWom Fm moro intotVintoo,nag I-XID-44-TYWk
Z ground the window opening,q*ulk completelyaround the
; rm Howerwr,it hurning occ ors,ignited 4roplW may fall away
back edge of the window per*fttqr, sotirce aved
V. ,
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12
RENOVATION
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ATLANTIC BEACH, FL
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HUGHES RESIDENCE
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HOUSEWRAP
IMP"
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DETAILS
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These materials are copy(ighted and protected under Sectiff 102 of the Architectural Works Copyright Protection Ad of 1990. The copyright protections apply to the
A5 . 1 0
overall form of the structures,the arrangement ond compogition of spoces,the materials and selections,and all other elements of the design. UnaAo(ized use of 3 M-3rK
For maso Iry ap
temporarily atu
these materials can result in substantial criminal and ciyil lidbilk PERMIT ISSUE
DO NOT MEASURE ))RAWINGS
MY MD ML DMCF"MCMS
N07W ABCWMCT OF
MOR SIR GMML NOMI
GENERAL NOTES:
I A,
1 DISTANCE OF PROPOSED HOUSE TO PROPLERTY LINES-EXISTING.
2. A/C COMPRESSORS,GENERATORS,LP GA§TANKS,POOL
EQUIPMENT ETC.-EXISTING
3. DRIVEWAYS,WALKWAYS,PATIOS-EXISTINO
'ROLL-ON'MEMBRANE
)LL-ON'MEM NE NOTE: FLUID APPLIED
NOTE: FLUID APPLIED'R( BRA 4. IMPERVIOUS SURFACE AREA (LOT COVEPAGED CALCULATIONS
COMPATIBLE W/ALL METERIALS USED. COMPATIBLE W/ALL METERIALS,USED.
EXISTING.
MATERIAL DIR
3�
MATERIAL DIRECTLY APPLIED TO SHE THING
ECTLY APPLIED TO SHEATHING
5. DRAINAGE PLAN WITH SUPPORTING ON-SITLE WATER STORAGE
CALCULATIONS,AND LOCATION OF EASEMLENTS-EXISTING.
CEDAR SHINGLES
CEDAR SHINGLES
OR SIDING
6. A FOUNDATION SURVEY SHALL BE PERFORWED AND A COPY OF THE
....... ............ ..........
.....................
........... ....... IIX P.T. ..................... SURVEY SHALL BE ON THE SITE FOR THE BLtOILDING INSPECTOR'S
.............. ... ....................... ------------- ..............
1 X P.T.
FURRING (TYP)
FURRING (TYP) t i USE PRIOR TO FRAMING INSPECTION (OR)) ALL PROPERTY
MARKERS SHALL BE EXPOSED AND A STRINkG STRETCHED FROM
1/2"GWB 1/2"GWB
1/2"PLYWOOD SHEATHING MARKER TO MARKER TO VERIFY REQU I RED)SETBACKS.
1/2"PLYWOOD SHEATHING
2x6 STUD WALL W/ 2x6 STUD WALL W/ 0
MASTIC TAPE (ADHESIVE PRIMER 7. NEW WINDOWS TO MATCH EXISTING. DOUIPLE-HUNG OR CASEMENT
MASTIC TAPE (ADHESIVE: PRIMER
R-19 INSUL. (SEE SPECS) OVER SHEATHING PRIOR TO TA R-19 INSUL. (SEE SPECS) TO BE USED. ok.4
PQ
OVER SHEATHING PRIOR TO TAPE)
Aj
CAULKING
CAULKING
6
METAL FLASHING
6
METAL FLASHING
'j
2
2
CONSULTANTS:
V V
A
Li
SURVEY:
MATCH EXIST.
MATCH EXIST.
HEAD DETAIL
HEAD DETAIL
2
2
2 T---kWINDOW HEAD TRIM
2 WINDOW HEAD TRIM
(SEE SHEET A8.20
SEE SHEET A8.20
1-1� \Zz FOR ADD'L. INFO)
j
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%
MASTIC TAPE
WOOD JAMB
�WOOD JAMB
EXTENSION
[EXTENSION
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HAND-PAINTED VULCUM
w DOOR ASSEMBLY
z TRIM (BEYOND)
J� -J
-TRIM (BEYOND)
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(SEE SPECS.)
STRUCTURAL:
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VULCUM CAULKING PRIOR T?� 0 x
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VV (A V �t.1�5 Scale: SCALE: 3" V-0--
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J, Ne CDI - PERMIT ISSUE
z
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FURRING (TAPE FROM FINISH
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3r CEDAR
CEDAR
0 SHINGLES
SHINGLES
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1/2"PLYWOOD SHEATHING
L0
2x6 STUD WALL W/
2x6 STUD WALL W/
F............
DRYLIN MASTIC TAPE
DRYLIN MASTIC TAPE R-19 INSUL. (SEE SPECS) R-1 9 INSUL. (SEE SPECS)
(ADHESIVE PRIMER OVER
(ADHESIVE PRIMER OVER
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1X P.T.
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I X P.T.
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.11 , I I - CSIS 1705 ; (13)8d EA. END I (3)Bd . . Associates
I ,
-1 I tt! � I I I �. FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION, FOR GENERAL FEATURES, CONDUITS, ELECTRICAL PEMIBEW-�STEP HEIGHTS,, : I
I i `1 I I i �. I � RWF ' FLOOR I THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE LIMITED TO:.THE FOLLOWING. CONTINUOVS LOA
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, ; I 1, I I RAFTER TO PLATE I TWNAIL
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!� _� ��: I I � I I � I WIND UPLIFT. WOOD PANEL SHEARWALLS, WAW FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTI ETC., SEE ARCHITECTURAL PLANS.DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE FOUNDATION piLAN SHOWN.ONI'51 O.- DO �, .
" , I . LSIB . ROOF �
I l I ! ��! . . LSIB 1005 , 804 1 (14)1Odx11/2" . � (3)GUN NAIL . , NOT DETERMINE FOOTING LOCATION BASED ON OTHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT By DI*AENSIONS PROVIDE6.0
I ! 1, :1 .(cd=1.25 (cd-1.00) . . . I
' ' It � � I ROOF LOADING . I I I . 420 Osceola�
� � , I i � ' 'i 1 ) . I - . - FRAMING. ,ITEMS NOT DESIGNED PRE--ENGINEERkD WOOD FLOOR AND ROOF TRUSSESi' FLOOR FRAMING NOT SPECIFICAI-ii ADDRESSED, 1 .
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i I � i1i t, I ,r �. 40 pat I
I , , �� i" i 1, . . I . . . TRUSS-70-TRUSS CONNECTION, AND ANY ARCHITECTURAL. MECHANICAL OR ELECTRICAL SYSTEM. FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF FKCORD.(EOR)-;:,�' � ' '
� % � . I . Jax. Beach,Florh
� ; 3 :L ��! ; MS24 `11270 1016 (18)1OdxI'/2" : I � � I . I
i ,i � � . 7 pit (ARCH SHINGLES) 10 pot (3)10d ,. �I I _. �,; . . 11 I � I I . 1 - I�r " - I
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I "� i � . I . - IfOENAIL . : , � . Ph.242-0908 Fa:
, i ii�� It, t� . 20 par (TILE SHINGLES) 10 pot I � -DESIGN IS VOID ONE YEAR AFTER 714IE DATE'* THE ORIGINAL DOCUMENTS. UNLESS MANS HAVE BEEN REMEINM FCR ftDE � . UNLESS OTHERWISE N07ED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTIWS AND:IESH SHALL BE I
11 1; I 121i 11 � I j I . I I . .1�� I . . -CA#8344 SC:
1; �. �!� . 1 � I I -NAIL I . I COMPLIANCE. I :��:, I ,. FL:
� i� ,; BOTTOM CHORD LIVE LOAD 10 par 0 par .� . SC35 Z95 236 (12)1Odx1'/2' � . (4)GUN I � I m ;;:- I � . i . .
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,: � . I . . " O.C. OR ROD CHAIRS. PROVIDLE CONTINUITY.bf'� I
1 I ,� � CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 0 48
li - 'I " ,�I I 5 pot . ,, . ----- JACK RAFTER TO HIP . I i .�., .. .,
'I il BOTTOM CHORD DEAD LOAD 5 pot I � . . 1. . , :
� 1.i � il" ,,.,�:; I I - * . I . 11 I I �.� C., . . I I . 1. . RONFORCING AT INTERSEC71ONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS. MINIMUM OF 40:BAR:DIAMETERS
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I I , ,, 11 � I I � � � 4 . (12)10dxll/2* . I (2)16d . . MAJEMAL 9PECIFICA11ON19! I ::,.,, , . � I I , I � .1 .. ...''111 Ij �1_ . .I. 1 . COILACr V I!1110 Tot
� : i : t r I� : I = -_ . - . . 1. . . . I :; - INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL 13E 4.8 BAR DIAMETERS : . .� _ I I
� 1, 21 1 I I , I I I FAI�PE NAIL I , � I . ;! . � � : ,: � � . ., . LUMMINTS 0 L
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1� il I I I :1 " ! I DEFL=ON CRITERIA: . I ;) . . LS121 -#1 5 .572 i (10)8d � I (3)GUN NAIL I I � I I I .HARDWARE AND AN04M I . . ,:. I � � �
i �21, j � J"� " � � I I . . � � I� .1 I . . MASONRY STEMWALL2 ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HoILLOW.CONCRETE;IMASONRY ,
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I " I � I . ;11 I . . I I . �� . :,. 'ACCORDANCE WITH.ASTM A .307 54 .. e, - .
i q: : T1 't, :�i, , . MOM BOLTS & TWA= ROD.- SHALL BE�'IN
;,, ; , . , OR ASTM F 15 GRADE 36. UNITS NTH TYPE 'S' MORTAR. WALL COURSING SHALL 13E RUNNING BONDS. STACK BOND SHALL NOT BE USED. OROUT,ALL�CELLS I
i . 1 III", I, I ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L1180 I . QGT Z217 1773 : (1B)!Odx1V2" (2)16d ' ' 111111�1!
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I , it, . . . QT WIRE ROPE."/4*0 NIZED:�:` iRCRAFT" DESIGNED 7XI13 w/ A MIN"EiREAKING STRENGTH OF 7,0001ba. 4k 14,0001b . OUT. SPLICES ,IN REINFORCING, VAHERE PE MI D,...SHALL BE IN -
I , M . . ROOF RAFTER TO (2) PLY TOIi OR GALVA j 9 CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GR ('"
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ii,I � "I, FLOOR FRAMING: LIVE LOAD L/36, 0 & TOTAL,LOAD L/240 I , . I .b � �I RIDGE BEAM I L - .RESPECTFULLY. � . _11; 48 BAR DIAMETERS ALL CELLS BELOW FINISHED SHALL BE GROUTED SOLID. ALL EXTERIOR�WALLS SHALL BE REINFORCE I
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i il : 0 I , I I I � � . . 00 30 I Lid 3 GUN NAIL � I . ". .. I
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t l ,,I : i::j il i. IL . � - - WASHERSk SHALL BE IN ACCORDANCE WI . I - 0 4'-O* O.C. MAX. AND AT EACH CORNER. WALL END. AND WALL INTERSECTIONS. PROVIDE CON I ,, t, .
i I � � �11 , I I. , . . 1 . . I I - . -' I.''. O)F REINFORCING AT _' . 1W
,
, IT J� �4t�`! � I 11 I I I . NUTS: SHALL BE IN ACCORDANCE WITH I , I I I IN IRSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAW TE
11 � z I . . I I .1 . ASTM;,A 563 GRADE A HEX.' � E RS INTO EACH . �
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I i it � I WIND LOADING: I . . . METAL CONNECTORS; ALL METAL CONNECTORS, MICH ARE EXPOSED M EXTERIOR:SHALL BE GALVANIZED. . . � .,
� . I il � . QHD2 4to5o --- JOIST TO BAND JOIST - . -NAIL ELEMENT..AT STEMIWALL-CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL INT AIT 16"'O.b � �
i I I I 1: 3240 JO .i VER 711CALLY,
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� I i,�, � , I I I Is/."O A304 ROD . (4)GUN NAIL , RETROFIT REBAR/IROD INSTAUATICN: EMBEDMENT OF RODS OR REBAR.DOWELS SHALL BE 12 BAR DIAMETER MINIMUM. iHOLES SHALL 1 1.0. UNLESS NO LAP 1. I
I f, JO III I , I ; I . .' � I (EVERY OTHER COURSE). AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON TED OTHWRWSE. -* No.533
I + : i I It I 1, . ASCE 7/05 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED NTH A MIN. I � I . . IY," LARGER THAN REBAR SIX AND I/.`L411GER.THAN THREADED ROD SIZE. (q.O, .Nr I I . � .� I :,, 11 � .
,
i �� �r I;' __ BE. REINFORCING SHALL BE A MINIMUM OF 6". 1 1 : i . z :
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I .! I DEAD LOAD CONDITION OF 5 PSF TOP CHORD , AND 5 PSF BOTTOM A35 4t5O 1 450 1 (1 2)8dxl'/,0 1 .ANCHORING ADHESIi SHALL BE ONE OF THE%FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): . . I A *
,
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I � ,� ` ,� . CHORD. REACTIONS CALCULATED FOR THE;BEARING POINTS OF ROOF I I _. F BLOCKING BETWEEN JOISTS (-3)"4 - . � . I I - I I
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I ,It ,I I � . I EHip NAIL OV". QUICK TIE. PRODUCTS: 'Q1OOO' FAST.'CURE EPDXY I 1 I I I CONCRETE 3.= ON . I 11 1 I 11'' I I z
11: 11� 1� 1� I I TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR LIVE LOADS . I OR RAFTERS TO TOP PLATE . . I 11 I
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� i, i � - ,it " H2.5A fto , 5 (3)GUN NAIL . . .. ,.USP CIA-GEL 7000 HIGH STRENGTH EPDXY:, �i': ' .�� I SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER NTH JOINTS LAPPED 6- AND SEAL§D ow �� . E I
: " I 1 i 20 , (5)8d EA. END � . �
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i� ��� :i I " COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED BY 0.75 WHEN I � . - - . � - .� 11 1, ERI CLEA . I 0.
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I � I'll il, � .� ," . I I � . I. I __ REINFORCING STEEL SHALL BE ASTM A61S.'GRADE 60. . 1, i COMPACTED EARTH OR FILL NTH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN '154RMITES. �,,,: I I I t ., - _P1
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11 �, I,i 7 i j�11, COMBINED w/ DEAD LOAD. � � HB � %20 530 (5)10dxI'/2" EA. END Bd 0 6"O.C. � I .. 57RWWRAL STEE2_- SHALL BE ASTM A99Z . E 50. . ., i I � I � . I I : I I . . * Ir
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I I" 1- . . I RIM JOIST TO TOP PLATE ----- TOENAIL WELDED WIRE FABRIC (WWF): SHALL BE ASTM' .1 SAWCUTS: I -160.60,
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�, i i�i ET 1,I 1 , BASIC WIND SPEED (ASCE 7-05)� I � MTS12 11i(000 � 860 (7)10dxl'/-.w EA. END I (3)GUN NAIL 0 6"O.C. � I I . I � . . . I I . � �. . I I FOR CONTROLLED CRACKING CUT A I' SAWCUT.INM SLAB IN A.2(Yx2O' GRID WITHIN 12 HOURS OF CONCRETE FFILACEMENT. PROVIDE�. . , --I Iris_
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I " I -1.00 . MASONRY SPECIFICA71i I . I H ON ATION PLAN Si.O. CALL EOR FOR ALTERNATIVE Me.71HODS. . :. �' '; 0
I � � !'i ,� IMPORTANCE FACTOR --------------- I 11 'i i I . �
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, 27.0 FT . I 7. � . I I 1, .
I 11 4 � !� I . - . MP PLATES, LAPS AND . . e'; . ,.., I I I I I I I � .
, I I I I �E NAIL 99bgRAL* I I FRAMING I � I ;1 -1 1. I I
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,�il)� , !,� ", I , ROOF PITCH -------'-------- ----8/12 MSTA24 t',765 1270 (9)10d EA. END . . (3)GUN NAIL 0 6"O.C. . MASONRY HAS.BEEN DESIGNED; IN ACCORDANCE NTH ACI 630-05. AND SHALL BE CONSTRUCTED IN ACCORDANCE WITHI AC1530,1-05 -TREATED. PT'
-, � I ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRE§SURE
11 11 I �
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. I � � ":I, - I . GROUT SHALL BE IN ACCORDANCE WITH ASIM,;C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 2000 pall�I:EER AgTM LUMBER INDICATED IN SECTIONS PRESERVED NTH SODIUM BORATE (DOT-DISODIUM1 OCTABORATE TETRA HYDRA7Q. AcQ OR
1 i� 11 � �i� BUILDING CATEGORY ---------------- 11 I I , .
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11 � jl� I 1, I. MSTA36 ZOSO . . 1370 (13)lDd EA. END - . .
I 1�1 I , (3)8d C1019 GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 80 To 11, SLUMP. NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA, . ,
,I�� 1 iff� EXPOSURE CATEGORY --------------- C : I I C TOENAIL I � PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL, I . . .
I
l I : !I 1! .;: , .� I I I I . EILING JOISTS TO PLATE I MORAR SHALL CONFORM TO ASTM C270 AND TYPE M OR & TYPE N MORTAR MAY BE USED IN 13RICK VENEER. . .
I .
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.
"I H " "i ENCLOSURE CLASSIFICATION ------------ENCLOSED I I : (9)10d EA, END (5)CUN NAIL CONTRACTOR SHALL BE RESPONSIBLE FOR THE'DESIGN AND INSTALLATION OF ALL.FLASHING. .
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� � t1i� "" 'F I;� . INTERNAL PRESSURE COEFFICIENT ------.----* .1a 111465 . 1270 . � I . PRE-ENGINFOwn _ . I
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� i ,, T ��_ (5)1/4%2-1/4 TITENS . (3)8d I CONCRETE MASONRY UN11TS .. SHALL BEAR THE WORAMNALGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY Wil
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i ,�, I 1� ", ,I "'� I AL 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS INDICATED) IN THE TRUSS SHOP I I
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i � : i , I LL OR HEADER jfqE N CMU SHALL BE IN ACCORDANCE WT14 ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1. GRADE N-1, NORMAL WEIFGHT W! H
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I � �I "i ,� 1��i . . (10)10d ,M STUD/13EAM/POST (2)GUN NAILS I .. I . � . T A
: � T � ii "I 5 . DRAWINGS. ALL TRUSS-M-TRUSS CONNECTIONS AND TRUSS'PROFILES ARE THE RESPONSIBILITY OF THE DELEGAff. ED TRUSS ENGINEER. ALL
'i 1 i� ,1�1 !, I MINI1ML*A COMPRESSIVE STRENGTH OF 1900 psi (fm=1500 per). I
I �, lt� i'� 11 ,:,� I , COMPONENTS & CLADDING DESIGN.,PRESSURES � i4w . . .
it I . � . I . LT7209 1290
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I It , M . � � GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-O' MAXIMUM LIFTS .
I � ,l I � � ,t til . I %"O ROD TO FTC. TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND RECOMMENDATION FOR HANDLING. INSTALUING' & BRACING METAL
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� tt, ::, I PLATE CONNECTED WOOD TRUSSES, HIB-91.* AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS M AVOID NAIJUNG CONFLICTS THROUGH
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i, , 'TRIBUTARY INTERIOR EDGE STRIP PSF): � e SUB FLOOR M BLINEP OR FACE PROVIDE CLEANOUTS PER ACI 5M.1-02 IN TIHE BOTTOM OF COURSE OF MASONRY-WHEN.THE WALL HEIGHT EXCEEDS 5:-I..O-.
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I i �, :,�* a' - 4!-6, JOIST OR GIRDER tNAIL . . I TRUSS. WHEN USING (2) STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBIL TOP PLA19 FROM EA. OTHER,
V I I r AREA (at) ZONE (PSF) I � . .
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� � 1: � I� �,,� i i�,�: ! � - (IB)16d TO TRUSS/BEAM . �. . . I I I . . . /0' FOM ALTM
I 11 I t i��I , I HTT116 N80 3080 . CLAYAWIM
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`1I � 10 +34.a -37.7 +34.8 -46.5 BRICK SHALL BE IN ACCORDANCE WITH ASTIM C62, C216, OR C652 FOR OULD14G BRICK, FACING BRICK, & HOLLOW BRIft COMUNQ SPECI I . . . I . I CONTRACTOR S-ML C
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7 ' : i - I .
I 1! � I I it "it �1 , -_ SOLE PLATE M RESPECTIFULLY, THE CONTRACTOR SHAI L BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM'.. . I . PONTMO G ASISOCIAT
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I i � �� t! 50 +31.1 -44.1 +31.1 -39.3 . . . . TYP&AL FACE � .
� V 11.1 i , ,! I I I (32)16d TO TRUSS/BEAM JOIST OR BLOCKING (3)GUNI NAIL 0 8-O.Q I � .. � . ASPHALT SHINGS SHALL COMPLY NTH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S RMUIREMENTS. ,. . MAKM ANY STIWC
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I I ,I,J [ I� j I I . CONCRETE SPECIFrAMONS: I CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE ANDcLAY ROOF TILE INSTALLATION MANUAL.
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� 2 i &50 4B70 I � I FROM THE brrENr OF'
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li, Ii � �; . . 100 I +26.6 -32.5 1 +20.5 36.1 . CONCRETE HAS BEEN DESIGNED IN ACCORDANCE NTH ACI ,316-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE *TH CI ,3DI REQUIREMENTS. � . I .
' T - I . ALL . � CONSTRCMN DOM
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.
�11 1�11 , I�, - (2)16d ' ' I ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF2600 PSI AT 28 DAYS I STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTIM E1514 AND BE INSTALLED ACCORDING TO THE MANUF-;40TURER'S REQUIREMENTS. , FEW ALTEM"TIONs h
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E � I ��. I i I . I. . I � . . .. . . THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VA[LLEY MATERIALS. . OEM APPIWVEO BY LC
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�I I ,� , I I . I 2O)SDS1/4x3* M TRUSS/BEAM . (3)GUN NAIL . I � � . .1. . .
� " I :j � . ( I I . . I . . I
I it Ii : t i � I . I ASSOCIATES MAY
I � t'-L 'I :1 i I I HDOB M25 7210 :- - - � - . � . �I
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� � "i I I '. I i 0 7/.*0 ROD TO FTG. (+)Bd I . 011ARINIILS AND HANDRAHAk
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� ,�` " !�i WALL ELEMENTS SHALL BE.DESIGNED FOR BOTH - I I � I
1" � !� �!�" I I . INTERNATIONAL RESMTIAL CODE, TABLE R301.5. COMPLIANCE NTH THESE REjPUIREMENTS IS THE
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� i 1,I �" j �: POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE I . I . . . . I
1 4, (6)10d TO HEADER . I I + I
I J: , : j �'k , ;`�it i I LUS28 . *30 7a0 I (+)GUN NAIL I .. � I . . RESPONSIBILITY OF THE RAILING MANUFACTURER. I I I ,� .
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; I 1 3 ,zzz ,�I a DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE 2"xO.113"0 = 6d 21/2"xO.131"0 = 8d LL - LIVE LOAD PRE ENG - PRE ENGINEERED SPF -SPRUCE PINE FUR
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I i� 1 :�, I I'� R , . . I . _,L LOAD 1, � IL ...; MANUF - MANUFACTURE PSF - POUNDS PER SQUARE FOOT SYP - SOUTHERN YELLOW PINE . � I . I . � .
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, I 1, ADDITIONAL\� 1. . � . . I MON\ r L AT ALL PLATE PENETRATIONS, PROVIDFE A HOLE IN 'TIE PLATE 1/," kw000 FU BEAM: H10F OR H12F. '/2* 1 2x4 OR 2x6.
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. IF HIGH SIDE OF Gk SIDE Ok WALL
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, _kj��� (4)12d ME NAILS . FINISH. INSTALL 7/16" APA FROM / \ ROD EMBEDMENT . I I .fL-4b& OF TORQUE). DUE TO SHRIN - AND CONF4ESSION OF AT 12" O.C. AT 12" O.Q *_� I .
4� li�i �' d , FASTEN (2), FIRST (2) STUDS SPACES � )r . I I �, t I EA. SIDE _�_ _9EMHl35L .. <
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,� i. ; I i 11 "i"t, . I r.W-4!" (2)2x4 %PF#2 (I)A34 + (2)124 TOE NMLS- I I I ATHING (32/16 1 BOTTOM OF \ MONOLITHIC: 6" 1 BUILDING; CONTRACTOR SHALL - NUT TO 30 ft-4b& OF I . EA. SIDE. , - 2&1 ,.
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�I I :1 I- "I I � .. I I I / (6)12d TOE N FVLL HEIGHT ANCHORING DIMENSION PERPENDICULAR I I I \ . � I . INSULATION. FURTHER IT I E CON ACT= RiMpanglUTy To I . � . I I � I , I . 1.0 . I
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, I 1,� I 11 . I I I --9 12!-CP (3)2x6 �fP #2 1(2)A35 + (5)i2d TOE NAILS SYSTEK PER PLA14 TO THE WALL STUDS . I I \ I � INSURE THAT THE ROD TAI I I -� 9 .
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�, ,; � , - 1 JACK AND KING STIES, / . � , THIS INnENING AFTER
. , i��f! . + . I � . FLOOR DRYWALL IS 114STALLED I I . I I . I ��
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, T I 0, � (3) 0 2K (4) 0 24. (5) 0 2x8. / . I DENG
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I "I, " . � -_:_ . .131x3' TOE NAILS: . \ go MIN. -
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-.1 I i I "i �. � . SOLE PLATE I . SILL,PLATE I I . ORIAto / r ; FROM CENTERLINE OF ROD TO EDGE GJF SLAB) OF 2* FOR 2x4. HEX HEAD THRUI I .
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FRAMING NOTES: FRAMING NOTts:
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NOTE
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0067
SHEET
S192
N I!: SHEET 4 OF4
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