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<br /> PLANS SHOULD BE RE�IE{�ED BY ALL SUBCONTRACTORS PRIOR TO START/NG
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<br /> {�RITIFN DIMENSION TAKE PRECEDENT 0�£R SCALED DIMENSlO�! Q �
<br /> ALL HEADERS TO 4X10 OF#2 � o •
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<br /> 11 7/8"230T✓l �16"O,C, ALL EXTERIOR j�ALLS TO BE FRAMED {�ITH 2X6 H.F. (STUD GRADE OR BETTER). c�
<br /> S� PRO�IDE R-21 BATT INSULA110N �1N1�lUM, UND �" N �
<br /> � � _ ALL FRAME NAiUNG TO COMPL Y{�TH TABLE R602,3(1), 2015 I,R,C. BLOCK ALL � N
<br /> � APA RATED SHEATHING EDGES AND NAIL �11H 10d AT 6° O.C, TYPICAL, U.N 0 Q �
<br /> ON SHEAR {�ALL SCHEDULE. NAILIN�INTD PRESSURE TREATED �ATERIAL SHALL = � .
<br /> I BE HOT-DlP GAL�AN�ZED PER ASTi�A�53, (n Q
<br /> 3 � , 3 JOIS�S UNDER AND PARALLEL TO BEAR/NG PARTi710NS ABO�E SHALL BE DOUBLED � �
<br /> S� S� UNO. PRO�IDE 2X SOLID BLOCK/NG BELO{�BEARING PARTll10NS PERPENDICULAR _ �
<br /> � � l TO JOISTS, UNO. INSTALL WOOD l-JOISTS PER MFG. SPECIfICA 110NS L -
<br /> PRO�IDE 2X SOLID B10CKlNG At JOISTS O�R SUPPORTS. SEE�1FG. SPECS, FOR O m°
<br /> {�OOD l-JDISrS •
<br /> � PRO�IDE fIRE BLOCK/NG AT ALL PCU�IBING PENEIRATIONS AND {�ALL/ROOF -}�-+ �
<br /> (3J2X6 `` � ( (3�2X6 � ZX10 FLOOR JOISTS �16"0,C. P.T. 2X10 FLODR JOISTS �16"O.C, �NlFRSECTIONS � � :
<br /> I A09 METAL FRAMING CONNECTORS SPECIFIED ARE MANUFACTURED BY THE SI�PSON U o
<br /> �I. I FOAM SPRAY RIGID INSULAJION �� CD,�PANY. SEE LATEST CArALO�ED1110N. INSTALL PER SPECIFICATIONS USE � N
<br /> I AD' ONL Y EQUI�ALENT SUBSlITUTIONS Q N
<br /> ALL METAL CONNECTORS SUPPORTED BY PRESSURE 1REATED MATERIAL SHALL BE N
<br /> LSTA24 6X6 POST �
<br /> '7MAX"(G185 HDG PER ASTM A653) OR EQUI�ALENT AND FASIENERS PER ASTM
<br /> H GER A153.
<br /> � I X12 2 ALL CONCE,4CED �0/DS TO BE FIRE AND DRAFT STOPPED PER SEC110N R602.8,
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<br /> I I ENGINEERED LU�IBER SPECIF/ED SHALL MEET OR EXCEED THE DESIGN STRESS
<br /> � Sl � I LSTA 4 X L �ALUES lNDICATED ON SHEET 1. INSI'ALL PER MFG, RECOMMENDAl10NS THESE 1 � 1 r
<br /> BE RING� ALL BEA lN� LL
<br /> DRA{�NGS ONL Y SHOy�SIZE, SPAN, AND SPACING. W
<br /> 2x8 LEDGER FASTEN TO {�ALL � "� � -- I �'/58"BY 5"LONG LAG U
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<br /> � DENOTES POSTJNG UNDER CONCENIRATED LDADS. PRO�IDE POST/NG THE � 0 . -
<br /> y�IDTH OF STUD �'ALL X BEAM �IDTH �ITH EITHER SOLID {�OOD POST OR � ' '
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<br /> PREFABRICA TED PL Yw00D WEB JOISTS SHALL BE DESIGNED BY THE MANUFACTURER FOR THE Q �
<br /> SPANS AND CONDI 170NS SHOWN ON THE DRA{�/NGS AND SHALL BE FURNISHED AND INSTALLED lN �
<br /> CONFORMANCE WITH THE MANUFACTURER's �NsrRucrioNs THERE PRODUCTS SHALL BE .� � -
<br /> MANUFACTURED TO THE STANDARDS SET FORTH lN THE lCC REPDRT No.ESR-1153. '� __- �
<br /> PREFABRICATED OPEN WEB w00D JOISTS SHALL BE DESIGNED BY THE MANUFACTURER FOR THE �
<br /> SPANS AND CONDITIONS SHOwN ON THE DRAW/N�S AND SHALL BE FURNISHED AND INSTALLED lN +�.'�'��'��t ,
<br /> CONFORMANCE WITH THE MANUFACl'URER's iNsrRucrioNs THESE PRODUCTS SHALL BE '�" r�+��'�'�,,�,�'� ,�r
<br /> MANUFACTURED TD THE STANDARDS SEl' FORTH lN �HE lCC REPORT No. ESR-1774 �
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