3531 NORTON AVE 2019 Plans 2022-11-04

Lu 0 E 0 U1 cu 1-1 L ,a Q 0 QJ leper Attic Ventilation Per R806.2-PER EACH UNIT tival Attic Area SQ FT 1096 CO Attic Area SQ IN 157824 Vent Area SQ IN/300 526 ATTIC VENTILATION: VENTED BLOCKING AND GABLE END TRUSS MANUFACTURER TO SUPPLY DETAILED tipper Area 40-50% 210 to 263 VENTING IS NOT ALLOWED WHEN THE EXTERIOR WALL IS 5 FT PLAN AND ENGINEERING FOR ROOF TRUSSES Number of Typ 7x7 Vents (36.75) 6 to 7 OR LESS FROM THE PROPERTY LINE OR WHEN THE EAVE OR Lower Area to be provided by vented block at each truss OVERHANG IS LESS THAN 5 FT FROM THE PROPERTY LINE. E 7 TRUSSES MUST ALSO BE DESIGNED FOR FURNACE PLACEMENT TRUSS MANUFACTURER TO SUPPLY DETAILED PLAN AND ENGINEERING FOR ROOF TRUSSES LIIMMIESII TYPICAL OVERHANG TRUSSES MUST ALSO BE DESIGNEDCO AT EAVES 24" FOR FURNACE PLACEMENT ti _ _ _ = -_-.-_-- _IL---- — — -I I- Fl 1- 7 -I 1- - - - - - - - - 0 �f \ HIPSET JACKS TO BE - -- - ° _ _ - — v I I HIPSET JACKS TO BE A 11 PROVIDED BY TRUSS -1 1- - —11—I-1 I — I I I PROVIDED BY TRUSS II MANUFACTURER `rt U I 0HIPSET JACKS TO BE HIPSET JACKS TO BEI a„,,, Uti JJ � /, I I MANUFACTURER to ilii IIII PROVIDED BY TRUSS II A PROVIDED BY TRUSS ,,,NY'r cV MANUFACTURER Jl I \ u IIS SII N MANUFACTURER I I •� �\ �Lk J f llt SII I re 0 \ I nII�J btx I ( HIPSET GIRDER _ ILE -_ I I n h L_ TRUSS 8' SETBACK 0 \ II flN H I II I II I - I I \1 I I I -�— _ / ; CK 1 -, J \ HEEL HEIGHT ON UPPER ROOF - TRUSSES TO BE 20 INCHES I I I - I I I I I WITH 2X6 TOP CHORD I FURNACE PLATFORM WITH / I / I ( 1 I I L J I 5/4 X 8 FASCIA BOARD I GAS U N o / / I I I �� I_ - � ,, � SP1H PLACED NMIN AFUE OATTIC FURNACE ;� �- - I I Ifl I I , , I 1 NAGAS FURNACE PLATFORM WITH Illiiihil ' o (�/l� A I IIII i i i i'_ _I I I II - --1 MIN AFUE PLACED INATTIC FURNACE •.11 ,` o© V IIII MANUFACTURED TRUSSES AT 24" OC.- - - T - - I I iTh! /, I � r1 � � I III iIi .___�� .. AI, .�jt DESIGNED AND ENGINEERED BY - - --+ I 1 I • •„• , 1 I {_-- i I , ; ,. , , ” , • \ SOFFIT FRAMING TO BE 1 INCH 0 �r oeV 1 I TRUSS MANUFACTURER. INSTALL grF-All I \= _L. . II I / I I I J I J- \/ J - ( MANUFACTURED TRUSSES AT 24" OC. 111 ABOVE BOTTOM OF FASCIA ,(` PER MFG SPECS. 6:12 PITCH TYPICAL. \ / — I J ,,p� �b l I l I I I I I I Ill 1 7-1 1 — T - 6 DESIGNED AND ENGINEERED BY III I \ i �q v �ry�. �M�. TRUSS MANUFACTURER. INSTALL EXTERIFRAMINGOR WALL WITH CONOTINUOUS VENTING �� V 0 7 6: 12 ` - J ` - J 1/2 INCH 1� I-I— C 6: 12 IIII I I (- I I L 1 k I < PER MFG SPECS. 6:12 PITCH TYPICAL. I I1 I \ .40) OS) 1 I I II 1 1 r-- , lid I 1 III S , ,x,\. , PRESSURE TREATED 2X6 AT 24" OC �d �',(l� I _ _ _ I I L — I I II \ I I E IIII G 6: 12 I ["_ N. -n 6: 12 ..--- !, 1 I 9- ,V. PJ) I — — - -I eh — — --- — I I I 111 IT11 II I I © EAVE SOFFIT FRAMING ( I IIII 1$ I '- - - - I I I III I' II (1 — — —I Mr SCALE: 1/2 IN = 1 FT I _ i _ _ i iii I I I — — — — — - r --I V- - - ,, 1-- - - -I �', I_ I _ _ I I c - -, , I I _ � � � I I_ _\., III I —i — � I I I I = I I I I I I ° I I III I I— —1 — -I I I — _ _ _ I I i I L=�_\_� I � -"I I —_ 7_I - - I _ _ �1 /J HIPSET GIRDER I I I I [-I F- = HIPSET GIRDER - _ I TRUSS 8' SETBACK I II I I I I \ TRUSS 8' SETBACK - - - _ I I I- - - -I / u) HIPSE JACKS ITO BE - _1 DI I I I I '- I u)u) \ - - - - I PROVIDED BY TRUSS - I H I I I I I I I I _ _ I MANUF' CTURER 9 H co Q I I I I I I I I I ' I V HIPSET JACKS TO BE I 1— - 6: 12 \HIPSET JACKS TO BE I I I H I w PROVIDED BY TRUSS PROVIDED BY TRUSS p PROVIDE BLOCKING FOR CORBEL < 26"----->- I - - - _ MANUFACTURER I I I I I I MANUFACTURER INSTALLATION IN GABLE TRUSS _ = - \ { 24" - }- - - - - I I I I I I ii I m I-- — —I I \ mismiiiiiiiiip N I I N - --� - - I I I II 6: 12 I _ _ ✓ I— —I II II I I \ dr .0.-, , , co L_1 _ ___ _ _____I It i--_- -±-: — = -__7_. --_:_e__ _ r_ _ ___J I \ _ OE TYPICAL OVERHANG AT GABLES 24" 0 7 ..,1 © GABLE GABLE FRAMING ROOF PLAN Nip SCALE: 1/2 IN = 1 FT SCALE 1/4"=1 FT 111 d ce Tr:: C7T- W Li 0 M Ce CITY OF EVERETT CO O. REVIEWED FOR PERMIT DATE: UPSTATE ENGINEERING 2/13/2019 PO BOX 952 LYNNWOOD, WA 98046 206-280-4715 EHD JOB: STRUCTURAL REVIEW THIS DRAWING HAS BEEN • REVIEWED FOR STRUCTURAL 2227 REQUIREMENTS ONLY PER THE ATTACHED LETTER/CALCULATIONS PROVIDED BY THIS OFFICE. SHEET: REVIEWED BY: avA5 DATE: 2115/19 JOB# 1024 7