1852 SEA OATS DR RES23-0076 STRU DWGS_1WOOD FRAYING
FOUNDATION
GENERAL NOTES
BUILDING CODE
ORAIMGFn
WATIGNAL FOREST PROOUCIS ASSppATIEK K t PA 105-05 MIM 2003 SAROEW1. AND
AGFA SfEOK DESIGN PROVISIONS FOR IOD t SEISMIC. SOPWS-03
A!L LuMem. oun WHERE SPCorrAuy NOTED OrIOMK. SHALL a WILL SEED AND
SURFACED M 14) SEES KL SHALL K S STOOL FREE FROM WARY m OUP. AND
SNOT LEIGH PIECES SPLAES IOL NOT BE PERMITTED EXCEPT EER[ SPECNKAILY SO
DETAILED M AS DLECTED BY M D.MW.
UCH RCE SUCH COMPETENT ANDLUMBER MUC OPIG ZA ON WH SLAKE DE MARKED MMM
ERAR DT SUQI C WADES, AND RdRBLE ORGANLZA110M WHOSE RCGIILAR BLDRESS IS lO
ESTABLISH I1JIMfER CRAPES
OLEOS NOTED OTDRIISE, USE SPRUCE -PIE -M (SPF) OR SmTlERN PK (SVP). 19%
MAX MOISTURE CONTENT. AS FOLLgG
SPRUCE PIKE FR /2 SPECIFICATIONS, rp.7)S PS, h(PMKLD} NDOB PBL. FM.(PEW).
P.1. F..133 PA 8.350 PSE E-1100 X9
SCLlHmN POE 02 SPEONCATN%NS PER LATEST SELDOM FOREST PRODUCTS ASSOCIATION
(SPA)
KMAILS 91ALL BE BU= FRANCE) HEIGHT TO ROOF ON FLOOR 6EATONG
L
EIEVATI. UNLESS ROW ONOTTRAN.
ELEVATION. M PL
AW NNTD W CONTACT MM C RMETT. MASONRY. M SOL SAL BE RRESSM MAW
LLL NOOB-TO-WOM CONVECTIONS, SHALL EIPLVY NET AxCIgLS NO TOE MPO
SHALL BE PFRMWID (1101). EXCEPT FOR AT TOP AND PEM PLATES IN MALLS WE
CONNECTORS SHALL BE FASTENED IN ACCORDANCE MIM MANUfACTURIEWS INSTRUCRONS ro
DEVELOP THE PUOUSIW CAPAOTY.
PGE MALS SHALL [& O6ID1 AT M AHQE K SD ROSE TD M MCI MD DE SiMRO
AT 1/3 M NAE IEHGM FROM M ENO Or M PIECE
-TIME STUD PACK C0.VER5 SHALL BE COIECTro LAIFRKLV TO ONE ANOTHER RR
¢DICAkD IIT,uN
TIMOR rASTPMG SHALL a Pm FDC IMeRN FASTEWO SC ECULr uNESS NOTED AS
GREATER ON MATINGS ROUON HARDWARE JOIST MANOM STRAPS HODONNS, ERG
SHALL BE MANLFACRWm OT •LPYN STROMGiTC' COMPANY 09 APPRD.m EMK M
wM%Md SII AID KA�R R FASTLNLRS SPECIFIED BY M WFLFACTVEA MALL BE
USED UNLESS NOTED OTHIROSE.
ROCMNG ANO itR[STpPP10 LEN DE NSi3A1LD AS RIMMED M SUPPORT KL ItCW O
RW191 SUCH AS BOgENY AID dJ01i PROMS RIMMEDrERETO ID PO CMT IT
CONCEALID MSFT OPOO'IDS BOM VERTICAL ADD r,ORQMTK. RETWEEN CFU AND R
MEAS AS.1R .1R.
BY 9 10MINf VERTICillc� AND NCTYMY).
WOATORF
FOOTINGS IIID rQ A1pNS SHA1 BE TH KCOtOKMCE ON LOCAL BUXEM CODES F'MENG HAVE BEEN DESK]® ON A
SOL COMING (DmG1N YAnNUN} OF Tom PSF. A SMS INVESTIGATION VOW 1S REm.E1pm TO wM>rY 911Aat
SOSwACE CONDITIONS, / ME TOOTING EEYAtpNS SNOW RAO N A p$lUP$0 CA UNSTABLE SAL. M CWXWCM
SULL RE Woorco SOL sHWA R FREE O ORGANIC MArmu ANO cowmw (CLAY) 5 SIA COiACnd AMID RLL
SHALL DE COPACRD TO A Mel W VA MIOCem PRRTM N ACCORDANCE OM ASN D 1357
•SNKLOW fONDA1gN5 6[ARNA- it' BELOW GRADE. KLONAIRT BREAKING PRESSURE . 2,000 PSF
FOLVOA, El PLM OILY CONVEYS SWtKMK INFORMATION fm GMER& MMES CbnDKS EEECTHE F EDmS SRP
M IpAIDAfIdH PLM.
r ORS RC.. SEE adRCMK PLANS h NOT SUIS f00DNG b TACT T13 AND JCTUR ENGINEER.
F FDOING 42C OR LOCATOR S x01 RIWOED M MAN iMx CONTACT M SIRJCMK OIOLFA.
dtE55 OTHERWISE NOTED d DRAWINGS, IOFYW CONCRETE fD16R FOR FTNrmCNG SHALL DE r IN TDOMGS AND WGH
SHNL BE CENTfAm N SLAB M GRACE USN'G SUPPORT BMS AND CHAIRS. IN All CON79R1O15 FOOTINGS PIOIIDE/N O NY
qC ES ROD MADS PQGvGE CON9MT OF REKORCING AT INTERSECTIONS O' PE FEON" CONCRETE ELLWNTS BY
LE E NT SPLICES N REKOROMG. ,MERE NERMI7 ro.
NSTALLID CORNER BMS Me OUTMi OF 4o BAA DIAMETERS INTO EACH ELEMENT
SHALL BE: r BM OAMEI[RS
HERE 1%C. is REOJIm IT SNALL DE PLACED N AcomD cT: NM mr9JCllMS Or M PRO.ECT GCOTECINIM D4NM
To MAINTAN DESIGN sAmNc PRESSURE,
CDYGfR W ARS M OtNf.
CMOEIE SLABS SHALL L A IeeWN COMPRESSIVE STRENGTH R S `SHALL DE 25M PBL AT M DAYA65 9WWSTA
CA FI L ON 6 YL ED C MICE OL DR MATTERI' INH mrs LAPPED S 6' ARA GEAIFD OId OUK CUPACf[0 [ASN
011 Fu ON RPINOVEO OUKK SOL IREAlWNT FOR PWYERION DE SUBTERRANEAN TEAIR^.
MIGETE SLAB YdNB10. ,IOITS- SII L BE OJT MIT) M SLABS At A DEPTH O" M EWES M nNWEA K M SLAB
CODON ,2 HMRS R RACING M CONCRETE. MAXIMUM SPACING R NRROR SLAB CONTROL GDNTS. UNLESS NOTED
OTIERMSC, SHALL DE IS' -o• iINAK) N EACH DNECNN LOCA ON Or CONTROL JDNTS 91KL BE LOC 9101 THATM
AREA CdrAIED IS WO SAME C7 MAX. MM A MAXIMUM RATIO OF LONG TO SHORT WE OF 2 70 1..AND
MISS Y M`S�CAffiY`
MASONRY NASI REE1 DC9GN[D W ACCORDANCE NM Ab l70 -M. MO SNKL RE CONSTRUCTED N AGGGNANGE OM
AC153p.1-OS MOUE 9lKL BE N ACCODMR ACTH ASN G15 ON A WJWY O' 26 OAT CdORES9K STRENGTH OF
ACUR SITE OF 16 PLACID AT M S• TO 11' SUMP.
=rG PER ASN CI0,9 %T 91KL HAVE A MAXIMM COMEI�
MMTWL MKL CONFORM Lp ASTM 0210 Aro TYPE Y M S TYPE N WOO SLAY K USED IN SRO VEWD1, CONTRACTOR
9141 BE RESPONSIBLE TM M "S. AND NSiKLATIM O ALL RIMING
S E s,U o
KL TREACLE MAsoOzY Lars SWLL DE COMPOSED Or ASTM CPR E MME N-1 HOLLOW COMU.ER WA.DMRT OM15 INTH
TYPE V Wont.. W"COURSING S -K RINWOIG BODS, STAG 600 SHALL NOT RE USD ROUT KL CELS
COITANOE VERTICAL RGEOACpIpi ON 3030 PBL PFA ROCS CONCRETE GREW SPUGES N RONFOROfi MERE
L HEIGHT INH - O 4'-0'
HOUTED. BULL BE RIS BAR EXAIETERS KL EXEFS0d1 WALLS SHKL BE REOFOROD PULL O.C.M
MAL AND AT EAM COMM. WALL 00. AND NAIL ITE SECTIONS PROVIDE CONTIaTY OF R9FORdC AT NTWYCRNS
O' PmpMGQAM MASMWy EE EMYS BY NSfAU WG DOING; BMS, MaGI3W DE D BM DANVERS INTO EACH RDID4T.
AT STEMM OGSTWCTED Or 3 OR MORE COSR25 PROVIDE HOAZONfK JDKT RF)ALRCddI AT 16' O.C. WHICKLY,
(EVERT OTHER CMRSTJ AND YE TCK ROW. SHALL RE INCREASED AS OEM M SLE.. LWILM NOTED OAERNSE LAP
JOINT FSPOMO G STALL BE A WCWY O' W.
Epw A A N AYYLtRfR�
AWTS,E FOR REINFORCING DOWELS N EYSTNG CONCRETE 9WL RE DINER M NT -50 MAX INJECTION ADWMVE
SUPPUf31 BY an FASIDOKC SYSTEMS EPDXY-TE SET EPDXY ADE91E SUPPLED BY SIMPSOI STROMOIE COMPANY,
PONEi EPMY RECTION GEL SIPRIFD 0 POWERS FASTENERS EPCON G5 FFq<Y ADHESIVE SUPPLIED BT ITM
RAWYIJRM HEAD M APPROVED EQUALRL EMBEDYfN
MT UNGTH SMALL BE 12 RAW DANVERS, DRESS NOTED OTHERWISEPROOIMG
NK-MIbeFPRFFo WOROM WD ROOF ,REH�e.
Wy' PR[-CIMGNISObD WOOD O TRIM ATo BE CONSTRUCTED ON METAL RAR
TPL D SLR 100 M miss
R' ON PA AI
M6 E 4 CTOAND DC90BD 0 A DELEGATED ET01fE1. WUSSES SHALL CMM
AGS 9OETD AMC SEALED BY A STRUCTURAL
ACSNKL PROVIDE DESIGN GN CALCULATIONS ASHOP MM'
MANFMM
[NOgEi (C'ONMACTm BY TRUSS M.WIFACTUREA) FOR ROVER PMOR To FAdeGADbI
DC5Xx COMSTRKME AND W7&UTCN SHALL MEET ALL APPLICABLE REO.1RdMtS OF M NATIONAL DESIGN
SPLMTCAYXN TM NOLO CONSTRYCMN AND OF M TRUSS MR INSTITUTE.
O AID BRACINGABT M MANUFACTURER A COMPUTED TRUSS CRE AWE ESCE101 N
D PROVIDEKL RECUREEDBLOCTMIG
ADM"LAL OVALS
OR WT,, TO CC" ALL A CO M OR &L UL RM LOA $ AMID S UI A ITLOAD TWOS ARE EVER 10 BE NOTCHED
FOR ALL I NMY LEMS AND COUPYEA LOADS CONTACT M 51RUCM1
EN WT, ME LWO SHALL NG AND
EJONEFR FOR U60PY LOADNG AW REOVAONENrs i Mm6W_
CHOP DRAW 91KL VERITY THAT ACEmAR 1RVS5 DENONG K N$TALIID AT Kl IRil13LS A5 INDICATES N M[ LAVAS
511m ORAl05
OF M
ALL TRt55-T UMTS MW P.E- WANDCT DafS PRpi% AMC SK M. BIT ACED
Myrru TED TRUSS CNRNm[ PNU -an BRAIN RECO L KATE ]MALL OE d COO R AUDROAMR ORI CAUSS RAR
It8-91' AND ' BIAJING
CCWPMCW 'NW4N• NSATIO IO 0TH IT BEST' METAL RAA C06ECIm MOOD SHEETS,
[OP01E1N SART INFORMATION [AAIMET ec9 ,-Or AND IiEA1E0 AAMARY S,RR
CfIERK CONTRACTOR SNAIL MPT ml M 41FA ANY, TRUSS WIRJR.
ALL SX,Ss CMI ECTORS N BE WO GKVAN2ED STEEL ,LLL NN.S/SOER USED AT C O NECIM MESS/ANGORS SHALL
DE G -m GKVANND'
FLOOR TRVWS MALL CORRECT TO OEW6N: WAILS MM A MINIMUM OF (2)-TI6 TDENALS. FLOOR TRUSSES SHALL COKCT
TO DEATHS AT RUSH =TTS MRI SYPSW NANOM M SKCn[B BY DRUSS ESONOI.
POE ENT TRI DR ONC NOTE A EFCATdF
IJALL BRACING LUMBER SHORN. EXEPT fm T -BRACE SHALL B[ 1.1 SEPI] M BCTRR d ht 5PFI3 M
BLEIER. (UM)
].)BRACING LUMBER SMALL INTERSECT THE NEB Of M BRACED TRUSS. PER OELEwIm TRUSS ONCI Em.
1)PEWIAN[MT PERMANENT BRACNG WHERE NOTED ON mRUSS MER. SHOP GRAVING& ME CONTRACTOR 91X1
PROVIDE 1.4 SYGp d BETTER BOTH O CURD OAACIMG PCRTMO CTA.- t0 TRUSS B011OW CHOHpS AND
TRUS MM 2-m COMON NALS. AT GABLE END WALLS PROWDE C AGp1AL5 AT END WALLSRLpMENEIITs
OG1(APPROXMATRT 13th To M ACUAMT ENTED011 PERPODICULAR HALL BETWEEN EAO1 UKTm.II(-
OF BRACRNG ro FURY A ZIGZAG PATn" ALL CONSTRUCT(D OF M SAIF BRACING MAMMAL. THIS MoUroilml
IS NOT NECESSARY AT HP Roofs. X50 AI MG DEVISER HALLS PARALLEL TO BOTTOM CHORD (TRACING PROVIDE
DIAGONALS N M END SPACE BETWEEN THE WALL AMO M FIRST UK Or BOTTOM CHORD BRACING AT A
YAMLIN SPACING OF 20 PET.
iWKIMf BRACED TRUSSES AS SINGLE WACO TRUSS, AS
INKCARD N TRUSS SPECIFICATIONS IMTET, N miss worICAMNS
(IoAc*MK BRACE Pm
TI
TO RACKSBE OF WEN. 1
CONTNVCUs GtERK BRACNG, SC[ T -BRACE GSIENED TD
TRUSS SHOP DRANNG FOR 0'Y, MD NEB w/ 1m 0 6'O.C.
LOCATIpU. E MORE TIM (1) LATERAL (AS REQUIRED IN TRUSS
BRACE i5 HECCCD. OVERLAP BRAE AS WENGFERNG
Nwaw1P.W: ncO1 NmYTN9MWlFe
THE ITEMS SPECIFICALLY D[SIOIm BY M STWCMK DK NM ARE UNITED TOM
FULoom SIWC?Lm L Cnwo[Nrs 91d ASM faODHOL MAn wWINS. POST.
STUDS 9[A101% ETC TO "POINT CODE SPECIFIED LOADS IT[YS NOT DE9OED MCILOC
PR[-obOEOD 110m FLODII IJO 0.ar ILt1i4'S ROGN IRAYfG NOt SPE4YK.KLY
� AN KABOBS 9101 AS EK 911K ROOM HOT CIS. NED us';CMK
rRAWN' NARArNRfMG, YEmANUM OR ELECTRICAL Mid.
QNERu Iv1WS
MX CONTRACT DR1.YdTI ROHESCOtT M IlIt91FD SiRVCT1RE MY 00 kpf WDCAR
ALL NS DURING
NE SStlm O' RONSIIU nd M CONTRACTOR MNL P OTHER TO MEAN
IEGESSMY 10 PROrttT M SiSHAME. NMXELS AND OTEII UNITED
OMSODS, MACHO. ORDIOm S •)SAIL NOL[&, BUT ri NOT IRKS ID, YGWS MO
YCiHOpS, mAOHG, SNOfOIG FORMS, SCAtFUpNr mrwG m ODC[N MEAuS is AVOID
EXCESM STRESSES AND TO HOD STRUCMK ELEMENTS N PUCE D9D1G
CONSTRUCTION. OBSERVAIDN Mgrs TO M SITE 8T M SRAKMK [NOtEEA OR
STRUCMRK DBSMAMS SHALL DDT INCLUDE INSPECTION a M ABOVE ITEMS
TYPICAL OVALS NO IDiCs ON THESE 9EET5 SMKL APPLY UNLESS SPECEKKLY SHOW
M NOTED ODQRM4. CONSTRUCTION DETAILS NOT nL1T 9100 OR NOTED SULL BE
S A
MAR TO RTAS S10M FOR slam CO OFIDRS KL WORK. MATERIALS
DES. REGULATIONS AI
O STRUCgM ENKL COMPLY MM AIL APPLICABLE BUILDING CODES.
CONSTRUCTION
SAFETY COMM
M GD41M CONTRACTOR 91KL VERIFY ILL WmISORS AID WE M06dS AND
NOTiM i ARMITTECT G, ADNSCAEPANCIES PRIOR TO PROCEEDING WIN WOO: FOR
DIMM90NS HOT SHOM, M SMXTOLW. ORAWDA SCE OWITECMK DROWNS DO
NOT SCALE FOR O6tEN9de NOT SHIDIIN M mAWNCS SED ,1Rfi[N REO.EST (M
woRYABON m M ARO6Rcr rd dYEN901t5 NOT PRpMOCp.
TO
ESM ARCHICOTENT"TECTURAL ORAtmtVFDNGGSS SSHOVINRESOLVE AILSDISdi9MOCSAON SMOIRC[&T P90R TO
STMT OF CMSTRUCEION. Go NOT SCALE DRAN04S, OCODIIATE M SIRUCMK
COMMENTS MM ME ARdRCMKe WCHNICAL ARMRCl/SttDC11A1K CMGRRR
SHALL NOTIFIED MY DISCREPANCY OR OMISSION.
RE O
CMrRACTOR HAS SOE R[So0N9WJTY FOR WANE METHODS. RDN4GULS S RU45.
AND PROCEDURES O CONSTRUCTION MMTRACTOR HAS SIDE RE9OMS@LT FORM
DCXK ARMACT. IIID SAFETY OF EREVION MACK SICO TdPMMY SUPPORTS
SMh S OpWPlACTOR NNIS $OE RtSPp ttt TO COMPLY WITH KL OSHA SAFETY REQMt1ON5
FOR tpltE
W STRUCLK MANGE FAPPROVED PLANS AN) SNKL RE YAR
EDM M ND SF
N M RSD UNLESS WRTIEII APPRC Y S dTAND PRIOR TO YARNG SUM MOM
MANSE MTHGUf M WRITTEN APPRBYK SHALL BEM RESPONSIBILITY CEM
CONTRACTOR. M COlDl SNKL RE REPINED OR REPLACED AS DRI
PSy mWR.IO mrnllc.
M OMTRACfOR 9NA11 K REL"IS01E FM M DESMON AND MI.C. O M ROOF
COVERING SYSTEM. M CONTRACTOR SHALL BE RESPONSIBLE FORM DESIGN Aro
IISTNLATON or ALL W4 RASING AND VALLEY MATERIALS.NN]
THE CUB .SHS BE RESPONSIBLE O' E FOR DE9M/NSIKU TPI WATER
THE CENTRAC10R MA11 BE RLSDONSBIE FOR M CES01/WA5TALUIION a mamas
O9d CmE: 1020 FLORDA B1a01D CODE - RESIDENTIAL
ASCE 1-16
FLOOR AND ROOF DESIGN CRITERIA
LOON LOAONG (m - LO) ROOF LWOAO (m . 1.35)
TOP CHORD WNp to PSF I TOP CHORD DEAD 1 Iq (9Y1OE5)
TOP CHORD LM TCG O10G9 LIVE 20 PY
kL � SAS py BOTTOM CNOO O[AD 5 PST
BOTTOM CHORD LIVE:
NO STORAGE 10 PSI,
BOTTOM DIME DEAD 5 Psr UNIUM STORAGE 20 PSF
BOTTOM CHORD UK 0 PSf STORAGE 30 PSF
LIVE LOAD DET.EVION 360 UK LOAD DEIECDON L12Q
,OTK DERECTION L/24o (alY MAX) TOTK OOUECTW L/loo
MAID CRITERA
WOID SPEED M ,30 MPH
L
SIM tampsNOTIFT
EJ9091RE CATEGORY c
BU1Lp6 ONCEO9.PE CLASSIFICATION ECLO10
RSL GTECORT I
BUILDING HEIGHT a MY
REO RICH 6:'2
WINDOW AND DOOR OP CBC PRESSURE
IIID
EFFECTIVE MID WEN' ZONE DE901A110n
(S1WE rn 117dMDbE DID ZONE
0 - 10 .14.2 -26.3 .241 -]Q.
tI _ 'A •21.6 -33.1 a21.6 -22.1
51 - too ♦20.6 -22.6 .20.0 -35.2
GMAT DOM
I) CM B'.7 ♦21,57 120.♦
2 Ca 1617 -Ie.O -21.0
SHEATHING SCHEDULE
IOAITPIG NOR6
1. M VALUES SHDN ABOVE HAVE SUER REDUCED POI ASD LOAD CO DONATION
OSSML PRESSURE an WFJS . SUCTION COMPONENT KD ¢AODIN.. EEOIrs
E PLUS .REATI
SHALL RESG EOM DED FM BPOSITIVE WD NEGATE PRESSURES SHOMY N
TABLE ABOVE
3 DESIGN O I600WS AND DOOR FASTEGKA TO WALL THAN= S PC
A 9141 IT MN
RLSPd56LTT M K WNDM ON/EOYWREACILOFAND R
POSTE AND NLGATIVE ROE391GEN S SHOWN TABLE ABOVE
4. RE SO[YA11C 9L0W FOR DO ZONE LOCATIONS
N`DOD KEYAFR FASiFNM - RrNEIM r
BOOR SHEATHING SPECIFICATION1VP1CK NARNG
rU-GST
AnG TEMA MF 313.216. 0 6' EDGE AInot)
23/33 PLG M M PUNTED SKM
R -� �
I. FLOOR SHEATHING SHALL RE NSIALLED INH LONG DIMENSIONGARP
Mrs
. PINE IDDE BL0004 S 101 TTS
2PEPDSHEA/R N M $wP
WALL SEATaIO SRCOCATWI TYPICJL HARING
METAL STRAPPING AND CONNECTOR FASTENING
=CTO USG FAST%NERS ANCHORAGE
CONNEGM CdWEtfm R/
I 14", 34/16. APA RAU ESD M UI'a2A' 0 6. 0.0 CDR 12" GC TEND.
RYMTCO S MEN 1 91EIMNG .I]I•.t)}' 0 3. O.C. AT TOP AID BOT PLI
�-
MEMBER CONNECTION TYPE FASTENERS
TCP PLATE TO TOP PULE PACE M (4))OTo tEV O ,2' STAGCERED
TOP RAZE LAP FAC[ NA A
CVENL.T SPACED
2 SHEATMG WT BE INSTALLED FOR HT FRIM BO TOMBMTTLE
PLATE too
2. SHCA,T DOUBLE Top EXTEND FIAT HOME FRAC BOTTOM PGR ro UPPER MY
TM PLATE
SH SHEATHING
1 PANEE SLAY ET INSAMM HORIZONTALLY AT SH AR WALLS
4. v/Ml TDR RO SHA S Ear IMSE b AT SHEAR HILLS nFA WALLS
A E dUTP[
FM191 MALS. MALL DE MiMS[ h. 5PI,T2 OR DETIER GSIEMD U FUD M/ (3)
Im RL-XALS
S 1I 9EARIIArIt ERT NAIIIG S DECREASED TO ]' O.C. SEE RAN !M LOCATIONS
A35 IU46.1 YPAI 1121.2! U -010th'/'
LD
I tm 02.4 WALL
2) N
TOP PLATE ro F DO
TOP PLA PLY di DOUBLE [ID Na, 7 1m 0 2.0 WKL
SOP PURR EID xALEp) . 1m 0 2.8 *ALL
ABU.. NUB6o 4 PM44 172]9.1] 12-at6W /' Y.'M.6' SAN K
ABU68 Ipe6o.4 PAV66 1723p.13 a-0.16L3'A' Y,'.A' TIIDI W
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3 Im O I.. MALL
SOLD 10 BOTTOM RAR ME NAL, (F) im 024 WALL
s Im O 7A0 WAu
H231 I W36 J 1T1%1, 3-611. 2Y• U OO
ROM SEAt.4 SPECIFICATION
9OALE ,SB 032/14 ARA BARD 8131 RYA PING S1ual O b' OC EOCE KO
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KIM
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SAL OSB M RIWDCO 9EATIMG qt]t#I' PIG SNAMt. O 6. 0.C. EDGE AMEN
FIELD. (.- QC .- F R ROOF EPR)
HTS 11.96.2 NTt3 113242 ZYOMW%* Y "4 RED, OOKm E W
CLUNG JUST TO RAFTER FACE N 6 Tod
(SE NUR 1 BELOW)
t5/37' 77/16. MA BARD 8171X2'/ • RNC SHACK. 0 6. DC. CDR AND
K 058 1 1111: SWATHING NEB. ({• 0.C. MiNN .' GE HOOF BOR)
(SFE NOR I BROW)
1,77200 11496.3 117200 11219.3 ,DA,4b7Y' /'IC ATM IO
LSTA12 ICHI-1 LSTRY2 17241.0 6-M4Nr G DO
TRUSS/RAFTER M TOP PLATE TOE NAIL (2) 121 COMMON
JACK RAFTER TO ICP TR NAA 3 tm
YSTa4 1065 .p MSTa4 11244.10 9-Dlaar G GO
RAFTER TO RDOE TOE NAL J 506
MOR I -VERIFY ON MANUFACTURER'S FLORIDA FROR1Ki APPROVAL N
Yrs17 IM76A YTTRi 112440 MOYIYi U DO
BOTTOM PLACE ro ROBIN FACE N lea COMIJON O D' O.0
NAIL SIZE LE D
1. A tOWRS NOTED FO RAN SHALL LT UP MEM ER ABOK EMIT
7. SEE ORAL ,/50.1 FON TREK Sur w MEMBER rAslEeq
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dORR Of RECORD STP smDON ,111.0. PK
EO CONK 11MW 1100.ION
FRE pTR IIKI.CED 1100
itw: FLORIDAORd BVADNO COR TTP 1YNCAL
FT FOOT DOW MESS OTHERWISE NOTED
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HOME HORIZONTAL GO, ON CENTER,
LK LAYNAIFD KNEER IUIDCA OSB ORF111ID STEMS BOARD
NOW YBNCtJiMt PERP PEPODWAM
.9 POLIOS PER GAIME FOOT
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NOTES:
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