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Home My WebLink AboutGN3 - Typical Details#201-A CNiU F0011NG NO1E ScE FRAMIN6 PLAN FOR ACTUAL $IZES � SPEC. �"'� I #201-B SAKRE-�E F001-ING NOTE: SEE fRAMING PLA� FOR ACNAL SIZES & SPEC. � 12°xi2"xe" PO�JRED F0011NG ! ;EQUAL TO ONE ep Ib BAG Of PRE-MIX.) � TO FROST I_INE �- 14"xl4"x8" CMU (CN�IJ= COI�CRETE MASONRY LINIT ) #2C1-C POLIR TO TOP FOOTING NOTE SEE FRNv1WG PLAN fOR ACTW� SIZES � SPEC, SONOIUBE BELLED PER SPEC. W/ DRIFT PIN OR POST ANCHOR (TYP) � TO fROST LINE -�., - -- '. ;`.,L"`I� -".•°;. -- i— �� " �� I I I I_i r I i i I ,'';: ::; I— — `�r!� — :,ti,. I�I II = — . , ��i` �.�;. _ �I — -iI — — ;= �ili�� .; •f. — - i— = 1-. =~I,-�— --�� i I� I I � ;II ; I_Iil,lilliTi III__I��lii illl �� _ ��—�� I �� i i= I IIII�� Il�l�i '--�� _ _� �Il��i'� I�— I — _ — ' i- I ro FRosr uriE � i j� I li � II�� I�i—_ —_ - 4 � y`. �.;I.I il-1l. _ —I I F .� , . . .. � I— — I �� .d . . � ' . . II — � I — — — — #201-D POST CAST F0011NG NOTE SEE FRAMING PLAN FOR ACiUAL SIZES � SPEG (4) 16d i�IAILS PP SET � EACH SID 1/1" REBAR TH � TO FRO�T I_INE oR �a° n�iN. CONCREfE PER SPEC. � 8. °� � GRAVEL -ri�-�E � TYPICAL DECK FOO-rINGS DETAIL SCALE: �2�� Previous Page 3/4" = f Back � Next Page .--. CONI�INUOIJS BEAM 6 x 6 P�ST N�TCH 45^ CHAMFER � �� i� STAGGERED SPI_ICED BEAM I R' �, i i �1 ', � i �� ' � � (4) I/4' x 6 I/2' NOTES: CARRIAGE B01_1S -ALL BOLT"s HOT DIPPED GALVANIZED 3" NOTCH -ADD 4 x 4 CLEAT TO ALLOW FOR ADEQUATE STCCK THICKNESS fOR B01_TING co�rriNuous eEAnn 4 x 6 POST I�IOTCH � 45^ CHAMFER �\ � i � � STAGGERED SPLICED BEAM i� i I� �T � � � �i c� �� , � � (4> v4° x 6 v4" CARRIAGE HOLTS 3" NOTCH � CONTINUOUS BEAM 4 x 4 POST NQTCH _ � _� 45° CHAMFER i � I STAGGERED SPLICED BEAM I�� ; f �1 � A � I� �� o �, �, — (4) v4' x s ii4' � CARRIAGE BOLTS 4" NOTCH \/ r MIN Qa" CLEAT CLEAT � REA.R OF POS 4 X 4 POST NOTCH W� Y-�LANI ATTACHED W/ (4) 16d NP,ILS � e" O.C. I � (4} 3/8' x 6' � � � IAG BOLfS � - y \ i CLEAT � FRONT OF POST �� ' � � � � ' � �, �\ f V j � ,� ' -- -- i '� � I (4) v4' r r � CARRIAGE BOLrS � � MIN 44` CLEA7 —� x a POST �z�/ A17ACHED W/ (4) q x a CLEAi �- 16d NAILS � e' O.0 TIT�E TYPICA� CO�I_JMI�1 NOTCH SCALE: 1" _ � DET�I L #207 Previous Page Back - Next Page. �-. � 4 x e BLOCKING yL— FRAMING ANGLE �/ �4 X 14 STR�NGER � 44" O,C. , � � 4 x 8 EDGE BAN�� J— 4X8JOIST FRAMING ANGLE �I � 4 x 14 STRINGER � � 44� O,C. 4 X S END JOIST � 4 X 8 BLOCKIIVG CO�INECfION � DECK PARALLEL TO JOISTS SCALE f = i FRAMWG `—ATTACH Uf�/ (5) 14d OR ANGLE � � 16d NAILS � EACH SIDE � ��o" � 10'�._�� MIN. REQ'D TREAD WIDTH � (4} 5/4 x b TREADS TOP � �,` � � fREAD RIPPED AS REQ'D � ° o If — ,� BLOCKING � 2 x 8 EDGE BAND CONNEC�I-ION � DECK PERPENDIGJLAR TO JOISTS SCALE 1' = I' �P � �` MAX. RISER f I HEIGHT = 7 3/4' TOP TREAD ONLY 1 X e RISER RIPPED AS REQ'D �� 7 1/4° �� N051NG � i S1 � � SECI101�1 SChLE 3/4' = I' 4 x 14 STRINGER � 44" O.C. 4 x 4 RAIL POST TO FOOTING � BOLT POST THROl1GH STRWGER � RISER EX�EN OVErt rw i POST � STAIR SCALE 1` = f TREADS OVERHANG STRINGERS BY 1" � � '� �_ 1 X e RISER FLIJSH CI,IT � W/ S�RINGER FRONT VIEW SC,�Er=r �� -NOTCH STRINGER ' 111 � AROLIND BAND (2) 5/4 x 6 RISER MAX. RISER HEIGHT = 7 3/4" RIP AS REQ'D � 7'= �� 9' ISOMETRIC S: ALE 3/8' = 1 �� io" —� 5/4' x 6" RISER OpT10N SCAIE 3/a. = i. Trr�E TYPICAL STAIR SCALE: Previotas Page B�ck VARIES D ETAI L #400 Nexf Page ..�- � TIE NEW ROOF �EAM INTO �V /� C/ I�VLUI il< � � i I / TITLE TYPIGAL. PORGW UJALL FRAMiNG SGALE: vARIES � � �� I � . - - � �23�� tYPIGAL PORCN BEAM #23��-A ALL NAILED a ATTACNEp PER LOGAL CODES �� 4x4 GOid�IER 4x6 GO�NER POST P05T NOTE: WITN 4 X 4 GO�IER P05TS rIITER TNE TOP ANp BOTTOM PLA7E5 j :TIONS PER GODES R POST r' �----�"� \ I l2) 2x8 ROOF BEAM w/ 2x4 TOP d BOTTOM PLATES �� / � � __ , _ � 7YPfGAL BOX B�AM �23�C - B ALL NAILED a ATTACNED PER LOGA� GODE9 BOX BEAM FR4MED w/ l2) 2x8s AND l2J 2x6 TOP d BOTTOM PLATES BOX BEAM FRAMED w/ f2) 2x8s AND (2) 2x6 70P d BOTtOM PLATE9 �\ \ 6 x 6 POST OR COX COLUMN � , �a� ��'�//�:� 7�i�� "rYPICA� Roo� BEAMS SCALE: vARIES � � �� I � ��3�� ,�/� SPAGED 48" OC TYF' RDOF POST d gEAM HARDUJARE CONNEG710N5 SURFAC� A ^ I �I 71'PICAL. P05i GAP BG4 SNOU��) USE SIMP50N BG SERIES P05T CONNECI'IONS OR EQUIvALENT TO SECURE POS7 i'O BEAM SURFAGE A SURFAGE G DEGK / TRIM NIDE EXP05ED METAL EDGE UJ/ 2X4 50�E PLA'fE AS REG2UIRED NOTE: SECTION O'rNER FASTENERS, SUGN AS NAIL,9 MAY BE AGGEPTABLE IF APPROVED Bl' LOCAL GODE I" : I'-m" SURFAG� C 51,1RFAGE B PROvIpE TRIM a P057 t BEAM TO �iIDE EXp05Ep METAL A5 REQ'D NAIL CONNEGTIONS: SURFAGE-A SURFAGE-B SURFAGE-G BC4 l3J 16d l3) 16d - BG46 (6) 16d l3) 16d - BC6 (6) 16d (6J 16d - BG4(� l3) 16d - l4) 16d 8C46m l4J 16d - (4) 16d BG6m (6J 16d - l4) 16d ROOF BEAM PER SPEC ROOF P05T PER SPEC USE SIMPSON BG SERIES BASE CONNEG�fIONS OR EQUIVALENT TO SEGURE P05T TO pEGK l ---- -- - � � � � � �os� �� M coNN�cro�s 9CALE: NTS � � � � I � � �23�� TYPIGAL �AS� GAP f BG6� SHOIUN) ,--. �� ,�N 12' x I6' 5H011P1 RIDGE BEAM PER SPEC (2) 2 x S ROOF BEAM w/ 2 x 4 TOP 4 BOTTOM PLATESIT'fPJ , GOLLAR BEAM 91DElUALL GONNEGTION "24m6-A ITYPJ DOUBLE EDGE RAFTER FOR ENGL09ED SOFFIT (TYP.} RAFTERS PER SPEG AT 16" OG fT1'P.) GOLLAR BEAM SIDEUTALL CONNECTION °24�6—A OPEN GABL� END lSCREENED) (2) 2 x 8 ROOF BEAM wJ 2 x 4 TOP a BOTTOM PLATESITYPJ \ i F�POR1` P�ST 4 x 4 ROOF BEAM POST lTYP.) � �� I �� 2 x 4 9oLE PLATE 6 / 12 PIiGH SHOU,N 2 x 4 FLY RAFTERS w/ BLOGKING 9 16" OG FOR ENCL05ED 90FFI7 (7YP.) 4 x 4 RIDGE SUPPORT POST TO SOLID BEARING, 51ZE ROOF BEAM ACCORDINGLY IF NOT RIDGE BEAM PER SPEG / KNEEBRACE , A9 REQUIRED 4x6Gc P05T RAFTERS PER SPEG A7 16" OC (TTP.) NOTE: REFER TO ST�d,IGTURAL DRQWING FOR SPEGFIC MATERIALS AND SIZES I I�LL 7YPIGAI. C�ABLE ROOF SCR��I�I�D �NGLOSURE SCALE: 1/4" = 1' � � � � I � I �24�2-A �l OF 2) � !SOMETRIG RAFTERS PER SPEG ar ��° cc rT�rp.� — DDUBLE EDGE Rdf i ER (TYp.) _ i RIDGE 8EAf1 PER St'EG 4x6GO�lER P05T c TYPJ � OPEN GASLE E�lq (SGREENED) � SIDEWALL CONNEG710N '74m6-A fTTPJ � ,t �� 4 ROOF �1 ?OST 09ER REQ'D (2) 2 x S RDOF 8EAC1 w/ 2 x 4 TOP d BOTTOht PLATES (TTP.) SI�EWALL ONNECTION �14� - A (TYPJ--� RAFTERS FER SPEC AT 16" OG (TYP.) (2) 2 x 8 ROOF BEAh1 m/ 2 x 4 TOP a�OTTOM PLATES (TYPJ �EFT �LEvATION SGALE 1/4° : 1' RIDGE SEdh1 PER SPEC —�-I ----- i � _- � — � 4 x 4 ROOF BE<;M POST (TYP.) � '+. 2 x 4 50LE PLA \ � � �-� 2 x 4 50LE PLATE 2 x 4 FLY RAFTER9 w/ BLOCKENG g 16" OC FOR ENCLOSED SOFFIT (TYP.) �` �1 � BN�L 5 D�OFF �yli7"Pi � 4 x 6 GORNER POST (TYP.) DOUBLE EDGE i2AFTER (TYPJ FOR ENCL05Ep 2 x A 50FP17 � GLOSER A5 REQUfRED NOTE: REFER TO STRllGTUR4L ORAWING fpR SPEGFIG MATERIALS ,dND 51ZEy ��LL TYPICAL CzABI.� ROOF IGONT.� � � �,� I � SGALE: VARIES �z4�2-a �z oF 2� � —_ — �, . 1 �24�6-G C�ABLE �IpC�� BEAM POGKETEp INTO NOUSE�UALL 51DlKCs HOUSE WALL RIpGE BEM1 WIiH FULL �EARINC: (TYPJ (NTO HOUSE WALL ADD NEW FRAM(NCs MEhiBERS UNDER RIDGE BElM TO SOLID BEARINC: SNEAiHIIVb EXISTINC, TOP PLATE RAFTER AS SPEGIFIEO lRAFiER a HOUSE GONNEGTIOiY, IJSE (U 3/8" x 4 IR" LAG BOLT d l2) Ibd NAILS a 16" OG) '240b (T7P� RIpC3E 6EAM PER SPEG SIpE vIEUJ SCALE 3/4° . I' �240�6-D ST�UCTURAL NEApE� � NOUS�UTA��. ,-' , , � PROvIDE MIHINUM 3" BEARINCz �� SP� DDGE N JACK S7UDS , � � � � �1 —' t �� — � 14 i 1 '� ' � 1 � � .- � �\`� 11 SOLID 6EARING FOR RSW AT 51DE5 S7UD9 PER SPEG EQUAL TO NUI'1BE�2 OF RIDGE BEAM MEMBERS. 97RUGTURAL NEApER 81ZED PER 5PEG 9PANNING OPEUMG AT NOUSEWALL ANp TRANSrERR1t1G LOAD FROM CENTER TO ENDS.— DOOR OR UJINDOUI OPENIt�lG TO BE SPANNED g EXISTING RESIDENGE RIpGE BEAM / � ARD PER SPEC. t � � � GABLE ROOF � �—TIE 1N PER °?4!D'1 �� CsABLE ROOF RStU �—AS PER "24fD8-G �1 i � � i I � " \\ , i � 1 ISOMEiRiG -�� TITL� POGK�t�D RIDGE ��/�M � N�.4DER � � � � I � SCALE: VARIES �2 ��o = G/� 5EM1 CAULK — SiEP FLASHING ROOFIt�lG, SNEATHIt�ICs t SNING�ES AS SPECIFIED R4FTER TO 6EAM CONNEGTION PER GODE � `� � C�ABL� ROOfi OPEN �AND SCRE�NED� C�ABL� �Np �24�D8-A ...�,� FRONT �LEVATION SGALE I/4" = I' 2 x 4 NAILER PLA FRONT E�.�VATION SGALE I/4" = I' x 4 9TUDS 16" OC C�AB�� ROOF RIDGE SUPPORT UJAL.L � ROOF TIE IN �24�8-G 2 x 4 RAFTER / RIDGE STIJDS TO CREATE FI,1LL JAGK R4F7ER � BEARING FOR EXIS'I'ING ROOF PLA'fE� BEAM 2 x 4 STUDS 16" OC vERIFY 50LID BE FRON7 �I��YA1"ION SCALE I!4" = I' GABLE ROOF ENCL05Ep C�AB�� ND �24�8-8 RIDGE STUpS TO CREATE FULL �BEARING FOR EXI9'I'WG ROOF BEAM � 2x4 PLATE SLOPED TO MATGF EXISTING ROOF OR EXIS7ING 2x4 TOP PLA'fE 9 NOUSE UJAL� 2x4NA - - I I�L� C�ABLE ENDS �OR GABLE ROOF SGALE: VARIES � � �,� I � #��%8- ,d,��C i, ISOMETRIC ivvi i�- i i.iv �....� �� i .�... ��LY RA�i'ERS u�/ 12" OvERNANG �2412-A SGALE: I/4" : I' DBL. END RAF7ER5� PLAN � 2 x 4 FLY/ RAFTER �EFr E�EYarioN SGALE: 1/4" = I' ROOF BEAM PER SPEG RAFTERS � PER SPEC 2 X d � DOUBLE NOTE, GONSTRUGT FLY RAFTER e THEN FABTEN TO END 12AFTER FL.1' RAFT�RS �u/ 24" OVERNANCx �2412-B SGALE: I/4" = I' TIE BACK 2 x 4 BLOCKING TO SECONp R4FTER FROM EDGE (APPROXIMATEL7 3?") DBL. ENC RAFTERS PLAN �z' 2 x 6 2 x 4 BLOCKING ��, �� , i�AFTER PER SPEG, SPAN / EFFECTED BY NOTCN / S�C�"ION EL�vAtION SCALE: 3/4" = 1' _ ti-r�� TYPICAL F��' R�4FT�R5 � � �,� I � SGALE: VARIES ��1� m �/� � 2 x 4 BLOGKING 16" OC GONSTRUGTION VIEUJ ROOF BEAM PER SPEC R4F7ERS PER SPEC 2 x 4 BLOGKING m FLY RAFTERS LAY FLAT 1 NOTCN R.4FTER5 2x4FLY RAFTER � _. GONSTRUGTION VIEUJ '�Z413-A PLYUJOOD 50FFIT roo�ir� as s�ciFiE� // �2413-8 VINYL OR A�.LIMINUM 50�FIT ROOFING A5 SPECIFIED �pO �p� SNEATNINCs/ G FASGIA� �/ �I FASCIA �P vINYL oR AI.UMINui'1 9oFFlT F-CF �R�N� �J�C��N SCALE: 1° � I' FASGIA 2 x 4 LDOK OUT ISOM�7RIG 2x4LOOKOU7 VIN7L OR ALUMINUM 50FF I T 1501"IE7RIG F-GHANNEL 3/8" PIYUJOOD OR TI•II 'Ix6FASGIA lSOMETRIC NOTE: VENT PER LOGAI, CapE viNYL OR ALUMINUM SOFFIT 150M�TRIC L CNANNEL NOTE: vENT PER LOGAL GODE TIT�E T1'PICAL SOFFIT DETAILS SGALE: VARIES � � T,� I � �2�l3=�4/�