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FLARED
6" POSTS ONEW 612- NOTUBES TO 2D FOOTINGS, 3' �- 2"X8"ACCT IRDEBELOW GRADE(TYPICAL ALL LOCATIO
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Q O - NEW 2"X 8"AGO LEDGER BOLTED
I"X I O" RIM BOARD WITH a O TO HOU5E FRAME WTH 5"
IATTI CE SKIRT TO GRADE, Cp io "LEDGERLOK"SCREWS @ 6"O.C.,
CONTINUOU5LY AROUND ' 22 x — o
- �i N HANG D.J FROM LEDGER WITH
SIMP50N W28 CONNECTOR
OUTLINE OF EXI5TING uz �"` "� O
2 U N O
FRAMED WALL5 ABOVE —
TO REMAIN _
l _ /3- 2"X 8"AGO GIRDER
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AND FOOTINGS TO REMAIN
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WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS z N
SCHEDULE
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DSE THE FOLLOW USI'MEDAL CONNECTOMS OR APPROVED EQUALS FOR PROI'EK WIND RFSILTANT CONSTRUCTION FOLLW✓MANUFACIURFS RECOMMENDED INSTAILAPON INSTRUCTIONS IOAHI
CEVFMAAIMUM TELL'T LOAD CAPACITY. MAILING SCHEDULE 0 (V
JOINT DESCRIPTION GATY SPACINf. NOTES
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4"MPA, JOIST TO PER TOE N LP Z
4"VIA MPAIMUM
SII L, TOP PLATE OKGIRDER 9-tld COMMON JOIST NAIL
4^DIA NONNIBRIDGING 2 6DCOMMON EAC'I TOE
POLL -) TO JOIST END AI Z
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BLOF KING EACH TIDE
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BLOCKING 10 EAC'I DOE
3 16d COMMON
a LOSIgAWMN SILL OR TOP PLATE BLOCK ' NAL D N CF m
- EJLEDGEK SIKIr' EACH PACE
KETe Fornwc TO BEAM 3 Gd COMMON JOIST NAIL
JOIST ON LEDGEK 3 Hd COMMON ELK TOE
DO BEAM JOIST NAIL
5AND JOIST - _ --- - - -rER_ --END
DHCKF05T -TG CONNECTION 3- IGdOOMMON
T0P015i JOLST NAIL a D
LOGATON U5P NUMBER DfSCRIPPON APPLICPPON
DFGYJPORLH RAW N6 BAND JOIST TO. PER c
STAIR BALING IN (2 10 GIKDE WHEADE0LIS All H AAD SILL OR TOP PLATE 2 16d COMMON TOOr FOE NAIL
USE MIN (9) I/2"DIA. GALV. BOLLS N41 H WASHERS AND NL ITS
NM P e DECK PORCH NOTES: 0
y 1) Unless otherwise rotee,all fi,i material to be#I A(Xpressure treateG IaP Fer lE co Ur
- 1 All Fasteners, Fare—and anchors to be galvinlre<1 or stainless steel F, N Q
"ANDRAI E, U O
UeD'P� (J 2) Girders for deck brats to be Noted cr anchored to each past or pier With Washers and nuts ODHd0 " -
_ _ rb, ion on concretr piers sM1all be ancM1oicd m[M1 pmpel steel mashar,s d PLO O
LOS mW concrete with a mmunum /2"dla x]"lorg allchol Wit wtM1 N2shers and nIFS 01 IL
clKDrsmuorx "
3) Posts supprFrtlrrq gvders shall be anchored to a 12'k12'k12"Yuck corcI D DOLE, i U
Use a minlmam L/2"dIa x I" long anchor Wit with washers ard nuts DOE, SM1all � 0 [` N
UPLLLSIeKS RIMIfJECK lDICT_ L o QJNCRHfPI be4B, bCowgrade
YVS VUAVMN _ _�
4) Decklorets to haae blocking at B'O o r.
OPEN INNO' eR ArrAcnf V r0 WALL
5) A rmnimum o4 I O inch Hashnq shall be installed2IN F[ween oo emlding and ledger.
HANDRAL CONNECTION edger [o be tastcned to buudrng wRh I/2"da Wltr.wtM1 wasM1e s am nNs A
at I oc ED
Of THE STRIKE.
51 ALL BE COMINIONOFA PULL HINGENDEXTS P05T-TODECK CONNECTION HEADER/G LOST NFGT ON
Of LL DI BE
IOWOGRI P YOKPONOPALL HANVFAI IN
LDCATON USP NfJMHER DfSGWP➢qJ APPpCATON G) ConCMte get Shall be a mmlmum 6"abT�e g2de.
SHALLNOI TI Lf55MAN r-N, 9THESHNHKmEEE PANSHAPE SHALL
LL pSEMIN (2) 12"VIA SALE tlOLrS WIIn WPSHEPS AND NUrS Irl aenve r N
CKOv SECTIONAL VIMENS ON,OR THE SHAPEsnALL to'o ors¢to be suppo l2Ed with M1angers and arehoro Each Jolet shall a w be anchored JET
PKomDE AN FnulvA ENT GwrrwG surrFnce 61KVEWNFAVEk TO POS/COI_IJMN QJNNEGIION to gvdar(z) Lu N
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TOP PIECE oPSIVwG AND
/PALLID°V11LNET COHEN CLIMATIC * GEOGRAPHIC DESIGN CRITERA
GIRDEIUHeADEK ) PIECFOFSIDINGUaOW UNDISTURBED SOIL - - -- --
1¢"OLP Ino HVLTS W/WP511CRS LAY PI ASTIC BASE DIRECRY ON GROUND Al SEISMIC FKOSI WINTER ICESHIELD FLOOD z Z ry
GS rLI OLTD WE INNITE C Fac UNDIs bolsi Sot(OKOANICS ONOWD) SNOW SPEED DESIGN WFATHEENO LINE rERMI TE DEOAY DESIGN UNDERPAYMENT IVQARDS
LfVr1RACE LOAD (MPI1) CATEGORY DEPTH TEMP POOP RED Z _
SPAIN IKEW FIT CONSTRUCTION III AND PLUMB O _
P�ncnwmry BRACE TUBE MODERATE SU"IT TO
- FILL AT PER MANUFAONRES END RUCIIOKS 4S IAS 190 B SEVERE 3 YT I I NONE
KIM BPANNE T() HEAW MODERATE a-/Y
FLOORPRAMING / � Z Z
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POOL-TO-GIRDER/HEADeK CONNC'CHON LAG Botts r � -
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Ls' TON USP NUMBER DESGRIPTON APPhGAIION RIM JOI51/UL
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STM N GER TO DECSFORCI I CONNECT ONEDLI.-- DEEL,"Isr—macc LAYER
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DECK/PORCHLEDGER CONNECTION LIVLAND COMPACT BYMIND � O O
LAY PLASTIC Wi ON COMPACTED GRAVEL fn
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BRAGI➢HEP p
FILL PS PIK MANUFAFTURIY INSTRUCTIONS TO,
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WOVD glsl ) AIDE BLOCYJNG
CONIC PIESPOCHNG
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61RpeR/HPADCR T IN AO LID'WITH
THE
SFO➢ON if CE OF N TH ReCTRALOFTO If ED EF DESIGN
WOOL J[Nsl {� WOOD(RIFFLE _ AT HEA CS WITH THE INIPNI OP InP OOVf AND
Effo MATERIAL OPFTEXT LS
61RDCR/f ICLDCK l AT
ED IN PICFOONrIN DIIRABWtt AND EFFCGIIVCNESS OF TEXT
THESOWBN IN PIC POD[ �J
THE VIVISI LE Of COVE NNA Y 5EBOO D AND AVMINID IVAPONIi FINDS THIS PRODUCT
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ACCEPTABLE FOR USE INN T E BASO UPON Imo FVPLUAI ION SCRN CY REPORT �
FIISH ICJST$IMTH HFADEwCRDER [R-5495 ANDSUBJEQ TO THE CpJDIT(MIS THEREIN. � �
SPLICED JOISTS OVER HEADER/GIRDER
PLL JOISTS CONNTHI EVrVIFBUS' ICPUCK 10 UC SLIWVKTHJ WITH l9
THE PR APROV 114 ELIDED SPL Ct�U5'Na OVER 11EADER/G RI PKovlDe tluler NO BervFE0NJDICTSOWN ANCHORTUAT SPlcfll AND
IFABLE,SH FIRLEI TOALLOWF O ISTRINEDE 1HAN LVL nF/rDFk:. LOOAfION USPNVMBf OLSCRIPT(NJ PPPhUTON USf MTH RiIOTYDONN ANCHORS
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