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<br /> FOR THE EA�ES USE FIRE RESlST,4NCE RATED ASSEMBL Y, (� � `
<br /> JAMES PRODUCTS WILL NOT 16NlTE WHEN EXPOSED DIRECT FLAME � � , 0 9 8 '� �
<br /> OR CON�RIBUTE FtIEL TO A F/RE, HEAT WILL 1RANSFER THOUGHT THEM
<br /> THEY DO QUAUfY FOR USE lN CERTA/N 1-HOUR F/RE RATED UL ASSEMBUES � �
<br /> E VA CUA TION NO TES ACLOWABLE ELEV,125.93' �
<br /> � _ _ _ _.. � � _ _ � _ _ �S
<br /> — — �: '� 1
<br /> BASEMENTS HABITABLE ATTICS AND EVERY SLEEPING Z � -
<br />� � USE A BEAD OF GE XST EXTREME PROUIDE FLASHlN6 W DRIP SIRIPS � JOINTS AND FASTENERS HERDS-WALLBOARD JOINTS CO�ERED WITH �
<br /> ROOM SHALL HAVE AT LEAST ONE OPERABLE PAINTABLE SIUCONE ll OR EQUAL ABOUE ALL DOORS AND WINDOWS � � PAPER TAPE AND ✓0/NT COMPOUND fASTEN�R HEAD CO�ERED
<br /> EMERGENCY ESCAPE AND RESCUE OPENINGWHERE AROUND WINDOW AND DOORS, � � WITH JOINT COMPOUND. ;
<br /> BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS, TRIMS AT ALL LOCAT/ONS 4•�2 0 _ /p u ANY SlDIN�MAIERIAL � ! � �
<br /> EMERGENCY EGRESS AND RESCUE OPENINGS SHALL ! y � I FASTENED 2'4 �6 �YPE S DRYW,4LL SCREtNSSPACED 12 O.C.
<br /> BE REQUIRED IN EACH SLEEPING ROOM. WHERE Ao� � � 5/8° TYPE X GYPSUM WALLBOARD,4' WIDE, APPLlED I�ERTICALLY.
<br /> EMERGENCY ESCAPE AND RESCUE OPENINGS ARE UPPER FLOOR T P ELEV, _ _ _ _ _ _ _ UPPER FLOOR�ELEV. ALL PANEL EDGE S BACI(ED BY FRAMING OR BLOCKING EXTERIOR WALL
<br /> PROVIDED THEY SHALL. HAVE A SILL HEIGHT OF NOT � FRAMIN�-NOMINAL 2X6 WOOD STUDS,SPACED 16 0. .
<br /> MORE THAN 44" ABOVE THE FLOOR. THE NET CLEAR ( DOUBLE TOP PLATES, SINGE BOTTOM PLAlF ,. _ . .
<br /> OPENING DIMENSIONS REQUIRED BY SECTION SHA�L � -
<br /> �
<br /> OBTAINED BY NORMAL OPERATION OF THE EMERGENCY ( Q
<br /> ESCAPE RESCUE FROM INSIDE. EMERGENCY ESCAPE -' . �..
<br /> AND RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A � } __ �
<br /> PUBLIC WAY, OR TO A YARD OR COURT THAT OPENS � S� � -��� I � � o
<br />� 2 FLASHING '� � R-19 FIBERGLASS lNSULATION �-- o0
<br /> T O A P U B L I C W A Y. (2 0 1 5 I R C R 3 1 0.1) .
<br /> �. \
<br /> MINIMUM OPENING AREA. ALL EMERGENCY ESCAPE y 4:12 ``\ ��., I � 5/8" TYPEX GYPSUM WALLBOARD � � a,
<br /> 2 fLASHIN 1 � _� G� _N
<br /> AND RESCUE OPENING SHALL HAVE A MINIMUM NET UPPER FLOOR ELEV. ___________ __ � � ., ��.., �JPPER FCOOR�ELEV. � _ - �
<br /> CLEAR OPENING OF 5.7sq�. o - - - - -'' �,. � � ° 4' WIDE APPLIED I/ERTICALLY. (n -� o
<br /> EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A �' PORCH TOP PLAIF ELEV. MAIN FLOOR TOP PLATE MAIN FLOOR�T P ELEV. 5 8 TYPE X GYPSUM WALLBOARD, , Q � -
<br /> MINIMUM NET CLEAR OPENING OF 5 sqF (2015 IRC �' - � ALL PANEL EDGE S BACKED BY FRAMING OR BLOCKING m c�
<br /> 14.•12 --- ------ �"' � c�
<br /> R 310.1.1) 4 1 T -- - - - p � = J o
<br /> MINIMUM OPENING HEIGHT. MINIMUM NET CLEAR S� i � I FASTENED- 2'� �6 TYPE S DRYWALL SCREWS,SPACED 12 OC. O a �
<br /> OPENINGS HEIGHT SHELL BE 24"(2015 IRC R310.1.2) GARA6E�PL ELEV. ___________ _ ___ � II� • '� � �
<br /> MINIMUM OPENING WIDTH. THE MINIMUM NET CLEAR I ��I I � c�
<br /> OPENING WIDTH SHALL BE 20° (2015 IRC R310.1.3) o - --- - I ��I . 0 6-�.2 ONE—HOUR—RESISTI!/E VYOOD—FRAME WALL ASSEMBL Y � �
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<br /> � ii! � � ONE-NOUR LOAD-EXTERI�R WALL SYSTEM �
<br /> FOR HARDIPLANK SlDING A � � S I 'Q
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<br /> � MAIN FLOOR ELEV. I 5-D �D2 5� MAJN fL00R ELEV. I �
<br /> BLIND NAIL WITH CORROSION RESISTANT (GALV. OR - - - � - - - - - - - - - 2
<br /> STAINLESS STEEL) OR SCREWS � MAX. 24"O.C. NAIL RETAINING WALL --- _._- --- —
<br /> SO THAT NAILS HIT STUDS MAINTAIN 2" CLEARANCE — �
<br /> FROM ROOFD, WATER PROOF DECK & ETC. PLACE 3 4 3 _ ___ —" `- � � ( �
<br /> FASTENER NO CLOSER THAN 3/4° AND NO FURTHER Ao� ,�� ,�� �- -- — � �
<br /> GARAGE SLAB ELEV. _ - -' W Q
<br /> THAN 2" FROM SIDES ENDS STORE UNDER COVER. �
<br />� ALLOW 1/8" GAP BETWEEN TRIM & SIDING. INSTALL _ _AI��ELE��3�— _I_ _ _ f � — -- t r______________,._._� P. T SILL PLA TE U �
<br /> » RETAINlN6 WALL CONCRETE SrAIRS ON GRADE
<br /> 1/4 THICK LATH, AS STARTER. LOCATE SPLICES AT � j - - - - 9 Ao4 � �---
<br /> — ` -1 SEE SHEARWALL � » �
<br /> LEAST ON STUD CAVITY AWAY FROM WINDOWS & I g6 � -- -` r`� �Y�' y �� SCHED. FOR A.B. (I� • fl EXP.JOINT 4 CO ER PLAN � O
<br /> DOORS. PAINT WITH IN 180 DAYS OF INSTALLATION. I _- � EXISlING GRADE i SIZE & SPACING iq° W O
<br /> I _- -- PROPOSED GRADE � a ` � O
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<br /> - `- �`�,%�ci+�"�`� ;�, � NOTES FOR UNBRACED RETAINING WALL:
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<br /> - - - - - - � - - - `�� � � �k �r' 1. ALLOWABLE FOUNDATION PRESSURE = 1500 PSF, EQUIVALENT FLUID PRESSURE 97 PCF, FIELD I/ERIFICAION RE
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<br /> -- � r---- � � ,� ALL FOOTINGS TO BEAR lN UNDISTURBED SOIL
<br /> � — — � � � . � ,t�`���' � �1/�RL���'�i�M��I��TRENGTH F'c=3000 PSL REBAR GRADE =60.
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<br /> �-------------------� ' r''�'� ` """` '�' 4. PROI/lDE CORNER BARS TO MA TCH HORIZONTAL REBARS. •
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<br /> I � ~� BACK FILL AT HILLSIDE BEFORE FRAMING AND AFTER COMPACTING FILL AND POUR CONCRETE SLAB lN GARAGE
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<br />� NORTH -EAST ELEVATION 2 UNBRACED CONCRETE RETAINING WAL�
<br /> scale 1/4" = 1'-0" � A�$
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