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HomeMy WebLinkAbout37275-Z 37d- 75 TON YES RE51DENCE 5 Z N F _ ., 7• J {ZD Q � ' I W Qi If1 Z t, Z 4 W Q H O � N N N U' Kt p O � o N O o � Y — � FI'i lr N rnoro SfLTION n PORCH _ Y ✓ Lu N 8"5QUARE COLUMN5 W W m WITH CAP E BA5E DETAIL; Z M5TING DROPPED HEADER ♦ � NEW WO D STEPS REMAINING Z V Z � - - Z W ° O 4'X 4" WOOD NEWEL P05T, Z z -- - — --- -- - -- - 2'X 2" BALU5TER5,TOP k BOTTOM - U - - - - - RAILCONTINUOU5AROUND Z J m -- - RE-BUILD PORCH a X 4" MAHOGANY FLOOR _ O - - Z N - - — O o -- - -- - - - - - - - -- EXISTING PORCH CEILING, ROOF U o OVERHANG5, TRIM DETAILS b - 5TRUCTURE TO REMAIN, ro rxisriN1,WNDO s TEMPORARILY 5UPPOKT, A5 REQUIRED, -- TO U.AiN DURING PORCH DECK CON5TRUCTION U z � U' `0 Lu z J b I� DOIN C, V / U z O Q U z tiE OF wEW z z o °aAP OPNEq C� PORCH FLOOR PIAN wp N scALe: 4 _ i ,_a a ¢ Inl 2 , SSION� '— PAGE: ltsa v<a6LrndAHv Yak Shat�lxvleraiy�xn,ut�M��sadsg urkrdcdezierr da karr.dpWagr�s'cr�egs'eradarctr�d;MaYaanlanrnl3es/�snaryuay Naga-/-4n iYonErar�cj tle�da-rcre,/�rcradtlatsaYnezJ,tlraCergagr.�rer I a-ad#a�'s�/aAato Nc7an/ayte,'. aieldrr -r afer�76/'k>�urdtryix5i�'sgvhrea2lHedY�dw�raYr�eCrn.a-ela s ci dNeaYaaGen. 7Y�crgr�l.�{hig erejra cradkatshikla�otridarrrd. 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'c.�cgGendax•aiLraaar ne cngal.seah�iagr.�rcrcravrt¢esha/aaSoEe.dom-�1 LL—.. 1 N w F O WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS z N SCHEDULE F 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 N 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 G IKJFWneADfKfTONC1-12'.11 BLOF KING EACH TIDE TO JOE,1 2 bd COMMON END NAIL w W 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 Inl nrnw tact nRwvs rrrrr aeon exoxx r,mrro Lncn ntt FLAMMG RI.table W z m 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 Px J01515 `f � SIIUNACK - O =IINII-III-III-III-III=III- kill- UL1i'I'd Jol5T HANAEK Z J N POOL-TO-GIRDER/HEADeK CONNC'CHON LAG Botts r � - 1 y Ls' TON USP NUMBER DESGRIPTON APPhGAIION RIM JOI51/UL DISTURBED/PQ7R SOIL O K11 ll STM N GER TO DECSFORCI I CONNECT ONEDLI.-- DEEL,"Isr—macc LAYER I—L LAveK OF cKusneD sloue OK Z DECK/PORCHLEDGER CONNECTION LIVLAND COMPACT BYMIND � O O LAY PLASTIC Wi ON COMPACTED GRAVEL fn f VfI BASE - F TCONSTRUCTION TUBE AND PLUMB BRAGI➢HEP p FILL PS PIK MANUFAFTURIY INSTRUCTIONS TO, O - =111 g, -111-III-111=III=„111-III WOVD glsl ) AIDE BLOCYJNG CONIC PIESPOCHNG U.9 FCTSYiTf MS FOOPNGb ad kF 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 Z 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:. 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