5503 COLBY AVE 2018 Plans 2022-12-06

8d � 6" O.C, PERMITTED GLAZING MATER(ALS: � 2x6 RfDGE B4ARD ROOf SHTHG. 1, LAMINATED GLASS 12' MAX. ABOVE FLQ4R � ��, � TO PLATE 2. FULLY TEMPERED GLASS �S �o 3. HEAT-STRENGTHENED GLASS 4MTH RETAINING SCREEN ¢ �� M M 4. WIRED GLASS WITH RETAINING SCREEN �- z �M 5. APPROVED RIGID PLASTICS 26 GA. FLASHING & COUNTER-FLASHING. Z �` �N o �� r 3_�S�_ 2x4 HF 2 2x6 CURB TO EXTEND 4" MIN. ABOVE ROOF � �� RAFTE�S 2x6 VALLEY PLA1�E SELF-FLASHING PERMITTED FOR PITCHES 3:12 OR CO �� t� 24" O.C. 2-16d INTO EA. TRUSS GREATER PER MFGR. INSTALLATION INSTRUCTIONS) W �� o OVERFRAMING o �� N� 2x4 POST PREFAB. TRUSSES \ ,'�' W H N Z� VERTICAL C� 24' O.C. �,� J �� 48 O.C. PREFAB. TRUSS � � � �� - � �,� 2x4 POST � \ �\\ o � s,� GIRDER TpESqM� 2x6 PLATE AT SAME ANGLE R-21 INSUL. � �.,, � TRUSS 2x6 PLATE AS VALLEY ACROSS SHEATHING. / ( � � � ❑❑ T o0 SIMPSON 2-16d TO EACH TRUSS � - A35 POST � � 00 PREFAB. TO PLATE � I � � TRUSS POST DOWN MAY BEAR ( BETWEEN TRUSSES IF , � I I Q � 2x6 PLATE IS CONTINUOUS � � CUT 12"x12" VENTILATION 2x4 FRAMING OPENINGS AT 6 -0 O.C. � 24"o/c MAX. �UT 22"X48u A��ESS S K Y�I G H T D E TA I � OPENING BETWEEN TRUSSES WHERE APPLICABLE SCALE: �" = 1'-0" '` °° � i i N � r- M (!� J t� PREFAB. ENGINEERED ROOF � ;� o HANGER PER EXTEND TRUSS ROOF TRUSSES � 24" O.C. (U.N.O.) � °' � TRUSS ENGR. SHEATHING UNDER ROOFING PER PLAN � � OVERFRAMING TO END OF TRUSSES WIND BAFFLE W/ 1" MIN. AIR SPACE C� SIMPSON H2.5A OR H1 EACH � R � OF O �ERFRAMI �I � DETAI � ,2 � Z TRUSS TO TOP PLATES U SCALE: �" = 1,_On � � � Q PL N 2x SCRND. VENT � o � °° m BLK. � � GEN ER AL SPECI FI CATI ON S: R-49 INSULATION 8d GALV. �? 6" O.C. w � � {DIAPH. TO TOP PLS.} � 'N"1 ¢� N CONTRACTOR SHALL VERIfY ALL SITE CONOITIQNS dc BUIl01NG DINENSIONS, dc �iALL �,t m a� REPORT ANY VARIAlIdNS T4 THE DESIqVER Fq2 RESOLUTION PRfOR TO �� GWB OR SAG ��" � � CONSTRUCiION. WRITTEN OIMENSIONS SHALL TAKE PRECEUENCE 4VER SCALED. �� CODES: 2015 iNTERNAT1afVAl RESIDENIIAL C0� (IRC), �0�5 wasfa�cra� sra� a�cY RESISTANT Y� GWB � �j � c o o E w s E c), 2 0 1 5 U I�F O R I Y I P L U M 8 1 N G C O O E {U P C), 2 0 1 5 �I T E R N A T I O N A L t�E C H A N I C A I �G U T T E R W o �E �n�c), a�o au on�� a��ucaa� cooEs. 2-2x4 TOP PLATES PER TYPICAL FASCIA � N s�uc�uRr�: LAP SPLICES 48" J ' SEISMIC ZONE D1J02 PER FlG. R3o�.2(2) & ENciN�iNc SIDING PER ELEV. 0/ TYPE —� �'' 1MND (EXP. 8) BASIC 9'EEO: 85 AIPH PER FIG. R301.2(4) HEADER PER PLAN. 15 FELT OR WATERPROOF � � COMPaNENT/CLADDING LOADS /TABLE R301.2(2) � USE 2° FOAM BOARD BUILDING PAPER Q TABLE R341.5 MINIMUM UNIFOR�iLY OISTRI8UTE0 IJVE LOADS �_- W j 4x HEADER LOAOING uv� oEao TOTAL � �" T-1-11 PLYVI� OR Y" CDX U Rt�F (GROUNO SNOW) 25 PSF �o Ps� 35 PSf � y" �.�_g. PLYWOOD SHTG OR %s" O.S.B. ,� o � UNINHABITABLE ATIICS — NO STORAGE 10 PSF �o � 20 � W NAIL Sd 6" O.C. ED�E, 12" UI�NHABITABLE ATTICS — LIMITED STORAGE 20 PSF 10 PSF 30 PSF HABITABLE ATTiCS dc ATTICS w/FlXEO STNRS 30 PSf 10 PSf 40 P5F w R-21 INSUL O.C. FIELD OR PER ENGINEER'S BAI.CONIES (EXIERIOR) ANO DEqtS 60 PSF 10 PSF 70 PSF cfi a�in�Rn��s�a�oRr��s Zo�o�s AT TOP ANY OIRECTION 2X4 STUDS � ��" O.C. S.W. SCHEDULE z GUARDRAILS IN—FlLL so �ss APPl1ED TO t SQ. �r. „ 2x4 BASE PLATE. � �o PASSEN(�R ifEHICHIE GARAGES 50 PSF IF ELEVATED 2,000 LB PT. w/ 2 FURRING STRIPS 2x4 PRESS. TRTD. SILL PLATE W/ �Z R O O M S O 1 H E R i H A N S L E E P I N G R O O N S 4 0 P S F 1 0 P S F 5 0 P S f �� -- s�iNc Hoo�s �o Ps� �o Ps� �o Ps� 4" CONC. SLAB 0/ 6 MIL Y 2 � A.B. � 4 8 O.C. O R P E R �� s r a�s �w P s� �a � � P s� POLY BARRIER 0/ POROUS P L A N & B T W N. 4 Y" & 1 2" O F Q �3 � OR 300 LB PT. LOAD ON 4 SQ. iN. SILL ENDS. EMBED 7" MINIMUM. Q �W r�e��ws, a F m�s, HEno�s, R�s, � ,,as�s To e� t�l►1 FlR N0. 2 0� FILL COMPTD. TO 95� MfN. INSTALL 3x3�" PLATE WASHERS. Q �W BETiER AS NOTED 4P1 PLAN S. G LU E O L A A I W AIED T IN B E RS SH A l 1 8E NAN UFACTUREO a W dc IDENTIFIED AS REQUI(iE0 MI AITC A190.1 dc ASiN 03737. � ° ° ° ° ° • ° ° � ° - � � P L Y Y Y O O D I N D E X: C D. R O O F d c S U B f t Q O R S H E A T H I N G P E R T A 6 l E R 5 0 3.2.1.1{i}. ° � oo FINISHED GRADE SLOPED FOR �-- ,�Z WALL SHEATHING PER TABLE R602.3(3) � R602.3(4). SHEATHtNG FASiENERS PER -�11=111=111-111=111 �<�� =111=111='' 6�� MIN. FALL WITNIN 10' OR � � rae�s Rso2�(�) � (2). �i i=i i i—i i i_i i�-i i �� a i i i—i i i-� . N W STRUCiURAI MEMBER FASTENERS PER TA81.E Rfi02 3(1). '�i-111—III—III —III—' P R O V I D E S W A L E O R D R A I N. 0 o Z R-10 RIGID W.P. INSULATION �i.;,�i�� °i i a �T�- � z =Z RETURN 2 -0 BACK UNDER M I O�D I N C O N T A C T W I T H C O N C R E T E. N E A R G R O U N O, O R 1 M O O D E X P O S E D T O N E A T H E R T O ' ''—1 I� � '' � � „ �/ �w � PRESSURE TREATED OR NAIURALLY DURA8I..E W000 PER R31). SLAB PERIMETER. THERMAL ' . O � ROOF DRAIN 4 TIGHTLINE �o BREAK AT SLAB EDGE. � SEPARATE FROM FTG. DRAIN <C � �ON� �` R�`�� 3 6" 3" 4"� PERF PIPE IN C,� REBAR 70 8E 60.000 PSI – (�tAOE 6D AS1M A706. WALL REBAR SHALL BE PLACED NO . CLOSER TO THE OUT5IDE FACE THAN X� THE WALL 1HIGCNESS. R�eu� covfrt Pa� aa WASHED GRAVEL. 318. FOOTINGS TO BEAR ON 1500 PSF ANNIMUM UNDISIURBED S(1N.. C()NCRETE TO BE , „ NINIMUN f c = 2500 P5 � 2$ OAYS (3,�0 PS{ FOR GARAGE/CARPORT SLASS, � _p CONNECT TO APPROVED EXIERIOR PATIQ �.ABS aV qtADE, dc WEATHER EXPOSEO BA�NT, FQINVDATWN WALLS, DISCHARGE PORqiES, ANO STEPS W/ 51G-7X NR ENTRANV�IENTJ. �I�IIMUM OESIGN EQUIV. FLt�D � PRESSI�E = 35 PCF OR PER SO�S MIALY�IS. O I V E S T 0 R Y S E C T I 0 �I OF USP STRUCTURAL CONNECTORS OF EQUIVALENT STRENGiH MAY BE WH ER E S C A LE: 3fg��—� �—O�� SUBSTiiUTED FOR SiMPSON HOLDOWNS, S1TtAPS, AND CONNECTORS 7 APPLICABLE �� F �� �D F�F� ��T�dV�IT