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Home My WebLink About32775-ZPOST5 (TTP OF 5) FRONT ELEVATION SC, ALF:: I/4" = I'-O" LLI DESIGN ORITERIA 9HEET NO ~O'-8," ' ADDITION I , EXISTINg, I',IINPOH HITH~ ~ ~ r E~ .......... ~-~ ~ ~ ~"~**~*~ ~' ~ ~~7~ ........ ...... I ............. ~_ __ / ,~ ? I R I ~ _o_ ~, ~ - ~- I / /, ~/ I~1 J I J J J Il ; /%% I OL~ET ~/ /A ~OETEGTOR IIII · T ~J~ ¢ II ii ~ ' " , ,/ ~ ~11~---~ ~--~ ....... ~ ~~ ___~ ~-=~,~..* ~ -- ~11~ -~ ~- ~ ~ll ~ -----~ ~ ..... I ]iii ~-~~, ~~r J / ' - I IIII ~EHuL J L " / / , ,, % -- ~ 'lp ~ E r / L ......................... / 1~ ~'~" , ~'-~ . 4'-~" ~ FIRST FLOOR PLAN I I ~ SCALE, I/4" = I'-O" EXISTING LIVIN¢ AREA 1,506 SF PROPOSEP ADPlTIONAL LIVING AREA 565 5F NEM TOTAL LIVIN~ A~A 2,0~1 ~ SI~E ELEVATION I I ~ 5OALE, I/4"= I'-O" I r II ~ I : r × i~, I I II I I? I II II II I II I II I I II I I '1 I I I LL --~ II ~ I I 4, ~ ~o~ ~ ~ I II L 7 ii II II ~ ~ IL--JI I I ~ I, ~1 II ~ II I Il II I I II II *~ I ~ ~ z I II II Ii I ~ ~ II ~ II ~l~,~v~ I I I I, ,, I I .............. (~5T ,~-o,,~ ~,_¢ ~,.~,, ~-¢ ~'-0" 2D'-2" 24' 0" 4'-~" 5LI'' 4'-~" ~0'-8" ~0'-0" ~ Z OUN ATION PLAN ~ 9CALE: I/4"= I'-O" 2 X12 RID~AH ~'x,o' TTPIOAL 0 , , SCALE, I/4"= ILO'' I II ii II~.. II ii FULL II o N~ ~lla~ ~ I II ~TION P~ II II II II I ~ I II ~i9 ~ I% II TOP F BAND JOIST OR BLOCKIN®~ SILL PLATE RAFTERS AND CEINN® JOISTS OR APPROVED ROOF TRUSS SECOND STORY TOP PLATE- DRILLING AND ,JOIST IS NOTCHIN® PROVISIONS BE CUT OR NOTCHED FLOOR JOIST- BETHEEN THESE LIMITS HALL STUD- SEE DRILLING AND DRILLIN® AND NOTCHIN& PROVISIONS NOTCHiN& PROVISIONS AFCM SECTION 33.1.11 I/5 SPAN HFCM SECTION 5.4.1.1.1 t t ~_,~OR JOIST ENDS TO BE ND BLOCKIN&BRiD&iN& BLOCKED AGAINST ROTATION IN ACCORDANCE lsd NAIL AT 24" O,C, OR BLOCKIN® SEE HFCM SECTION ~.~ HITH HFCM ~.~.I,~-END RESTRAINT AND ~,~,J.4 BRIO®IN& 5EARING NALL ~-I IN.x4 IN. RIBBON CUT INTO STUD - ~BOTTOM PLATE /~LAP JOIST ~ IN. MIN. FOR FIRE BLOC, KIN& NAIL AT JOIST ' ~SUBFLO0*~ CRAHL SPACE OR BASEMENT FOUNDATION MONOLITHIC SLAB-ON-&RAPE FOUNDATION PLATFORM FIRAHING I NTERHEDIATE BEARING HALL BALLOON FRAHING TYPICAL HALL, FLOOR 8 ROOF FP-.AHIN® NIl, ID-BORNE DEBRIS PROTECTION FASTENII~ 5(.,HED!JLE FOR HOOD 5'DI~'IURAL PAI~I 5 FASTENER SPACING FASTENER 2 FEET 4 FEET 6 FEET T~PE PANEL SPAN ( PANEL SPAN ~< PANEL SPAN ( PANEL SPAN 4 2 FEET ( 4 FEET ( ~2 FLEET 4 8 FEET 2 I/2" #8 18" 1(2" 12" HOOP 5CREHS 2 I/2" ¢8 I~," 16" 12" HOOD 5CRFJNS 18" o. THIS TABLE BASED ON IlO MPH HIND SPEEDS AND A ~D FOOT MEAN ROOF HD®HT. b. FASTENERS SHALL BE INSTALLED AT OPPOSIN® ENDS OF THE HOOD STRUCTURAL PANEL. c. NAILS SHALL BE IOd COMMON OR 12d BOX NAILS. d, HHERE SCRENS ARE ATTACHED TO MASONRY OR HASONR¥/S~CCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVIN® A MINIMUM ULTIMATE HITHDRAHAL CAPACIT'r' OF 4qO POUNDS, ¢. blOOD STRUCTURAL PANELS SHALL HAVE A HINIMUM THICKNESS OF T/18 INCH (11.1 m) AREA NOLDDONN USED / LENCTH NUMBER OF CAPA¢ITT OF NOI~S NAILS HOLDOONNB ROOF P-.AFTE P-. 20 GA. STP. AP P,I/(8) 8d NAILS EACH SLIDE BLOCKING CORNER AND PARTITION POST5 NOTE, A THIRD STUD AND/OR PARTITION INTERSECTING BACKING STUDS SHALL BE PERMITTED TO BE OMITTED THROU®H THE USE OF HOOD BACKUP CLEATS OR METAL DRYHALL CLIPS THAT HILL SERVE AS ADEQUATE t~ACKIN& FOR THE FACIN® MATERIAL. FRAMING DETAILS --\ (a) Od I blr.)/E cORNER DETAIL ~Ad NAIL AT 8" O.C. LL PANEL 16d NAIL AT 24" 5EC, TION A-A (b) INSIDE CORNER DETAIL EXTERIOR CORNER ®¥PSH E~OARD iNSTALLED IN I~T NEED b i,,M?D FT,., TOP PLATES ~ ¢ ¢'111 IIII I Ill I1 ACCORDANCE bllTH HFCH TABLE ~.1 NOTCH MUST NOT EXCEEE HOOD STRUCTURAL PANEL IN ACCORDANCE HITN~FGHTABLE ~d NAIL ATI2" DC. ON ALL FRA~IN& MEMBERS NOT AT PANEL ED&ES INSTALLEDIN ACCORDANCE HITH HPCM TABLE -HOOD STRUCTURAL PANEL INSTALLED IN ACCORDANCE HITH HECM TABLE ~.1 DIAMETER 60% OF STUD DEPTH 5/8" MIN. TO ED®E 40~ OF STUD DEPTH NAIL AT 8" OC, ON ALL FRAHIN® MEMBERS AT PANEL ED&ES AND 12" O.C. ON ALL PRAMIN® MEMBERS NOT AT PANEL ED&ES BORED HOLE MAX FRAHIN® ENDHALL~ BORED HOLES SHALL NOT BE LOCATED IN THE SAME -- CROSS SECTION OF CUT OR BLOCKING FLOOR BRACING AT END (HFCPI FIGURE 5/8" MIN. TO ED®E HFCPI Iqq5 &DC HIGH HIND EDITION SECTION 5.4.5.1.1 NOTCHING AND BORED HOLE LIHITATIONS FOR INTERIOR NONDEARING HALLS ROOF FRAHIN® ' NFAPF~ ' ~,ONi' A R :QL HEADER STUD5 FULL L ~ bA GE NEC QUIRES L STUDS TYPICAL FRAHIN® CONNECTIONS FOR PLATE UPLIFT CONNECTION rs REQUIRED AT EACH END OF HEADER AND AT BOTTOM OF HEADER STUDS IN ADDITION TO CONNECTORS AT bALL STUDS AND AT TOP AND BOTTOM OF CRIPPLES AND UPLIFT OPENINGS DAYS ~ FACE OF FOOTING DT ~ V~' H/¢ BUT NEED NOT I CLEARANCE FROH SLOPES 8d NAIL AT 4 O.C. 12" MAX. ~ ON SHEAR HALL REOUIREMENTS NO CEILIN5 DIAPHRA®H REQUIRED GABLE BORED HOLE MAX DIAMETER 40% OF STUD DEPTH 5/5" HIN. TO ED&E NOTCH MUST NOT EXCEED 25~ OF 5TUB DEPTF BORED HOLES SHALL NOT DE LOCATED IN CROSS SECTION OF CUT OR 2x DLOCKIN& ON SHEATHIN& JOINT 15/52 HOOD STRUCTURAL PANELS ON ®ABLE FACE AND ON HALL BELObl BASED ON SHEARHALL REQUIREMENTS ENDHALL, BALLOON FRA~ING PREFERRED HETHOD FOUNEPATION 24 O,C, 8d NAIL AT 12" O.C ON ALL PRAPIIN¢ MEHDERS NOT AT PANE 51DE HALL O.O, (ALL PANEL INSTALLED IN AOCORDANCE HITH NAILIN¢ SCHEDULE (TABLE k, ICFMI HI®H HIIN[D EDITION) (A) OUTSIDE OOP. NER DETAIL HFCH Iqq5 SECTION NOTCHING AND FOR EXTERIOR BOARD Simpson Strong-Tie Simpson Sbrong-Tie ADB- C. himne~l Froming PHS PAN*LA.oOR~A.OE~.*TALLED ROOF RAFTER / RIDGE DETAIL ~ CORNER BRACING DETAIL SCALE,N.T.S. ~ SCALE: N.T.S. FLOOR TO FLOOR CONNECTION NAILIN~ 50HEDULE HOLD DOHN BRACKETS AT SHEAR HALL CORNERS, kqlNE)OP, I ANID POOR-. OPENINGS: (FLOOR TO FLOOR ¢ FLOOR TO FOUNDATION; kNFOi'4 FI®URE D.qo ~ 4Hb) NAIL AT ~" ALL (ALL PANEL EDGES) NAIL AT 24 O.O. (DJ INSIDE CORNER DETAIL 5/8" MIN. TO ED®E IF HOLE 15 BETHEEN 40% AND 60% OF STUD DEPTH, THEN STUD MUST BE DOUBLE AND NO MORE THAN THO SUCCESSIVE STUDS ARE DOUBLED AND SO BORED SBC HIGH HIND EDITION 5.4.1.1.1 FIGURE 3.26 BORED HOLE LIHITATIONS HALLS AND BEARING HALLS 2x4 CONTINUOUS BRACE ' AT 6 0.6. IOd NAILS OR CEILIN® JOIST 5d COOLER NAILS AT 2"x4" BLOCK NAILED TO EACH BRACE HITH 4-10d NAILS &YPSUM BOARD 5d COOLER NAILS AT T' O.C, 20 ~ 10-8d NAILS ENDbALL CEILING BRACING GABLE (HFOH FIGURE 5.60) ENDHALL RIDGE BEAM. / RIDGE TENSION RIDGE TENSION STRAP USE 8-8d OOHHON NAILS 21fi-EACH END OF i-I/4" 0 GAUGE STRAP STRAP DETAIL T A B L E P-.DOI.d IwllNIh'lUhl UNIFORhl'L'f DISTRIBUTED LOADS USE_ LIVE LOAD EXTERIOR BALCONIES ~O [?ECKS 40 PASSEN®ER VEHJCLE ®ARA®ES bO ATTIC PdTHOUT STORA®E IO ATTICS hlITH STORA®E 20 ROOMS OTHER THAN SLEEPIN® ROOMS ,40 SLEEPIN® P-,OOl'dS ~0 STAIRS ,40 ®UARE)P-,AILS AN[? HAN[?RAILS 2_00 FP-.,Ah-II N® SHEET NO 12-1 NAILIN¢ SCHEDULE ,JOINT DESCRIPTION NI,~4BER OF NAILS NAIL 5PACING RAFTER TO TOP PLA~ (TOE-~IL~ ~ P~ ~R ~ PER JOIST SEILIN`5 JOIST TO TOP PLATE (TOE-NAILED) CEILIN¢ JOIST TO pARALLEL RAFTER (FACE-NAILED) OEILfi4~ JOIST OVER PARTITION.5 CAd,E-NAILED) COLLAR TIE TO RAFTER (FACE-NAILED) BLO(,KIN~ TO RAFTER (TOE-NAILED) T~IH BOARD TO RAFTER (END-NAILED) HALL FRAHIi~ qd6d EAOH LaP PER TIE EAGHEND TOP pLATE TO TOP PLATE (PA~E-NAILED) TOP PLATE AT INTEREEC, TION (FACE-NAILED) 2-lCd (SEE NOTE I) PER FOOT 4-lCd JOINT5 - EACH BIDE 51UD TO B~D (EACE-NAILED) 2-18d 24' O.O. HEADER TO HEADER CAGE-NAILED) mhd 16" O,C. ALON`5 EDGE-'5 TOP OR BOTTOH PLATE TO 5TUD (END-NAILED) 2-1ed PER 2X4 B11~ ~-I~d PER 2X~ 4-l~d PER 2X~ BOITOH PLATE TO FLOOR, JOIST, BAND`JOIST, ENgjoIET OR BLOKII~ ' PACE-NAILED) 2-16d (BEE NOTE 1,2) PER FOOT FLOOR FRAHIN~ 4-~1 PER JOIST ,JOIST TO BIII, TOP PLATE TO gIRDER, (TOE-NAILED) BR,ID`EIN~ TO ,JOIST O'OE-NAILED) OLOOKIN¢ TO 5ILL OR TOP PLATE (TOE-NAILED) LED`SER OTRIP TO BEAH (PAGE-NAILED) B-10d ~-16d EACH END EAOH BLOCK ,JOIST ON LEDCER TO BEAH (TOE-NAILED) 5-~:~ BANg ,JOIST TO,JOIST (END-NAILEDJ 5-lSd PER JOIST BANI;) JOIST TO 5ILL OR TOP PLATE (TOE-NAILED) D-lSd PER JOIST ~AOH JOIST PER` JOIST RO0~ 5HEATHIN~ 5TRJJ(/IURAL PANELO ~d (SEE TABLE DIA~ONAL BOARD 5HEATIN~ I"XIO" ¢ HIP~ ~-gd ~R ~ORT em~ ~ll~A~ m ~ cooL~ J r' ~ /ms FIELD ~LL 5T~G~ PANEL5 ~ (~ TABLE 5.~ FI~A~ PANEL5 ~/1~" ~d ~" E~E J 6' FIELD 25~2' ~d ~" EP~ /6" PIELP ~I~H NALL~A~ ~d GOOLE~ r' ~E / ~o" FIELD HAZARD ~ (~E TABLE ~.~ PARTJGLE~ARD PA~L ~d (~ TABLE B.~ PlA~ BOARD ~TINe I"XIO' ~ HIP~ 5-~ PER ~ORT PL~ 5T~ PANEL5 I' OR L~ ~d ~" E~ / 12' e~R ~N I" lcd ~" E~ /~" Pl~L BOA~ 5H~TIN~ I"~' OR I"~' 2-~ ~R ~ORT l, NAIL F~J~GUIREMENTDARF-A BASED ON IWALL OHEATIN~ NAILED ~'" ON-CENTER AT THE PANel EDSE . IF k,!ALL 5HEATIN~ 1.5 NAILED B" ON-CENTER AT THE PANEL EDGE TO OBTAIN HIC.~NER DHEA~ C, APAOITIEB. NAILING RE~UIREHENTD FOR 5TIR`L]C. TURAL IvIFHBER5 ~HALL BE D~BLED. OR SIMPSON 5TRON® - TIE I I/4" COIL STRAP - I~" O.C. USE 4-81D NAILS AT EACH STUD FIN OVERLAP IS 12" FLOOR TO FLOOR CONNECTION (TABLE 5.2 HFGh4 HI®H !,dINE~ E~ITION) SILL OR E~.~I IO1'4 PLATE TO FoUNdATION ANCHOR. BOLT CONNECTIONS F~ESISq Ne LA'I"~ ~t E::~-IEAR LOADS (TABLE: 5.8, HPGI,d HISH NINE ~PITION) ROOF: ~.~HEATHIN~ AI'TAGHMENT RF~JlP~MENTS FOR MIND LOADS (TABLE D.q I,-4FGFI HI®H HLNE~ DI21TION) 5ILL OR E~:2TTOM PLA IH TO FOUNDATION ANCHOR E~LT CONNECTIONS R. ESISTIN6 LATERAL,~ 54-tE_AR LOA~ SIMPSON H-8 D- 8D TO STUD 4- 8D TO PLATE (EVERY STUD) 51MPEON ~ll ANCHOR BOLT BP-D PLATE T' HINIHUH EHBEDHENT (SEE ANCHOR` SCHEDULE, s~,, PHDE-ED53 ¢4) SOS 74" X ¢" NODE 56REH5 ]" HIN EHDEDHENT (SEE FOUNDATION PLANS A-~.I AND A-~ 2 FOR LOCATION) (MINIHUH DOUBLE 5TLJD) . dALL TO FOUNDATION CONNECTION PL&N SIHSON STRON¢ - TIE I I/4" COIL STRAP - 18" O.C. USE 4-8D NAILS @ EACH STUD, HRAP UNDER SILL PLATE HIN. OVERLAP IS 12" qPSON STRON®-TIE MTS56 OR I I/4" COIL STOCK AT EACH ROOF R, APTER USE 8-160 NAILS AT EACH ENID, 12" MIN OVERLAP PER COMPONENT STUD TO ROOF RAFTER CONNECTION SILL PLATE TO JOIST AND RIH JOIST TO STUD CONNECTION 51mp~on 5bron§-Tr¢ 5TRAP HIN 12'l OVE~I AP AT EACH FLOOP-. TO FLOOR CONNECTIONS: CANTILEVEt CONE>ITION UPLIFT - CONTI~ PATH CONNEC,TOR5 GILL PLATE TO RIH JOIDTL~E, LTP4 I&" OD. AT EXTER,IOR`PERIHETER L~E (4)-E~d NAILG AT EACH END PORCH POST TO DE¢',K d,~, F~G'f20 (ALI~44 HITH ,JOIST BELOI4) PORCH COLUhIN -Tie U210 2Xb AT EACH P. AFTER 4-lOd x l I/2" NOTE: ATTACH LED®ER TO FRAMIN¢ MEMBER NiTH 2-1/2" X 5" LA® BOLTS AT 16" ON CENTER 5impson Strong-Tie U2IO 2Xb AT EACH 6EILIN6 JOIST 4-1Od x 11/2" Simpson 5Lrong-Tie U210 2Xb TYPICAL LED®DP-. AT EACH DECK/PORCH JOIST CONNECTIONS DISTANCE~ CONNECTIONS NO.