1601 FLORIDA DR 2019 Plans 2022-11-21

DO NOT EXCEED 4'-0"SOIL � HEIGHT DIFFERENTIAL WHEN O BACKIFILLING WALL cn SHEAR WALL w PER PLAN ; ft Q P.T. 2x4 MUD SILL PLATE W/ 0� co cc) O O O ® Y2" 0 A.B. MIN. 7" EMBED W/3"x 3"x Y4" _ - THICK WASHER AT 48"O.C. & 12" a 0 0 T— 2x6 BASE PLATE EZ w w 1--- Swi $I W1 SW1 S1(V1 7 FROM END OF EACH MEMBER. (NAILING PER SHEAR v f-4x8—� 4x. I I (U.N.O. IN SHEAR WALL SCHEDULE) / WALL SCHEDULE s za w O O / ) /q T&G APA /6 RATED PLYWD I I FLOOR FRAMING SHEATHING GLUED&NAILED IG WALL FRAMING RIM JOIST SHEAR FLOW NAILING 2x10 BLOCKING o v v I 04 BEYOND OPENING OR SIMPSON CLIP AS SPECIFIED �/ / PER PLANS OVER BEAM \ TO FLOOR JOISTS rn IN SHEAR WALL SCHEDULELu r— I I I I = #4 VERTICAL r H- ' CD R OF VEI�1T BAR AT 48"O.C. (1)#4 TOP BAR 0 °' ° MAX. SPACING / (2)#4 IN TOP 12" FOR H >8'-0" 4t k, I I I I I I �;' I / � CONCRETE SLAB& z� 1 w� � N - LuI I I I I EXTERIOR REINFORCING PER g FLOOR JOISTS cn PAVEMENT \ / FOUNDATION PLAN z--.T FINISHED GRADE BEAM PER Q PER FRAMING ft ` FRAMING PLANS. PLANS w I— I I nc ° . Q ao I I I I I—Ip I #4 VERTICALIMil III LUMN rnI II a / BARS @ 48"O.C. w SIMPSON PB44 POST BASE OR POST co F- D U � z - CC EQUIV. DRIFT PIN.WIDTH TO \ CAP MATCH NS wA H OC 4 PERFORATED / ow Z Q IN z FOOTING DRAIN MATCH POST DIMENSIONS c� LLj 6 I U• d i SURROUND W/GRAVEL CRAWLSPACE GRADE o11111q:POST PER PLANS < 1 ccri-U ® Q = I_ i \ ° u) 7 ° r 6 MIL BLACK V.B. A \—6 MIL BLACK V.B. w g� • ° THROUGHOUT Lu I I I < ` THROUGHOUT Y °- / CRAWL SPACE w I co' � \ '�� '°e a ��(2) CONT.#4 BARS CRAWL SPACE U wJ �� H W EQ. 8" EQ. O AT BOTTOM OF FTG H w I I I I i 4" PERFORATED / (2) CONT.#4 BARS 3 #4 BARS FOR H >8'-0" FOOTING DRAIN 0'-4 16" WIDTH (2)#4 BARS MIN. EACH WAY r � �V� I AT BOTTOM OF FTGPER PLAN Q SURROUND W/GRAVEL1. 4'-8' 20" "W" AT BOTTOM OF FOOTING c*-'n t , _ EQ. 8" EQ. 8'-10' 24" (U.N.O. IN PLANS) CE, Z Q IL, 5 Z 0 N J 8" CONCRETE FOUNDATION WALL S w Q (39 _I �1 PERIMETER FOOTING AT OPENING 2� PER IRC TABLE 404.1 .1 (5) r3\ INTERIOR SPREAD FOOTING Z 2 5' F- co(n D — w w I I I I SCALE: 3/4"= 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" Q O 22x30 �5 5� CS5� I I r ATTIC _ S5 W0 H Z � M Q ACC. / \ I i 10-14-19 / \ I S. . McC`el leye / tr.: r\ I I I I I /I \ %6"APA 24/16 RATED OSB '� \ SHEATHING W/6d @ 6"O.C. 7 2a ROOF VENT /6 APA /6 RATED OSB • _ — --T -=-7. I _ EDGE & 12"O.C. FIELD NAILING ROOF SHEATHING EDGE �' 38799 w w r\ — — — — — — — — — — — — — (U.N.O. IN NOTES) SHEATHING W/6d @ 6"O.C. o) `'ri/ Z"\O - NAILING PER NOTES EDGE/ 12" O.C. FIELD -Sj �0 1"AIR SPACE W/CARDBOARD BAFFLE OVER SHEATHED TRUSS / �NALE I \ DBL TE (EXTEND 24"ABOVE INSULATION) NAILING (U.N.O. IN NOTES) / GIRDER TRUSS I 4x8_ i \ 7 !/ A X \ SV1f1 �W1 (1)2x6 STUD END NAIL TOIIIIMIIIIIII 8d @ 6" O.C. � I 4x8 I _ �_ HEADER(5) 16d NAILS MIN. HEADER INTO BLOCKING immiminemomommomi PER PLAN U.N.O. IN SCHEDULE SW1 SW1 1 ROOF TRUSS PER FRAMING PLAN ROOF AREA= 1104 SQ. FT. / ,44, / mo111111 .,-- 1 I REQUIRED ROOF VENTILATION 1104/ 150 = 7.36 SQ FT= 1059 SQ IN. lb. 4x WITH 16 BAYS I REQUIRED VENTME .......„... .-1 MANUF. GABLE L SW1 J_ SW1 \ 1059/(2*16) =33.1 INA2 PER BAY PER H1 CLIP AT EACH TRUSS END TRUSS —TO DBL TOP PLATE/HEADER (BRACE PER TRUSS SIDE. OR BEAM CONNECTION MANUFACTURER) _ 1' 0" X x >C DBL TOP PLATE OR HEADER ROOF FRAMING (1)2x6 STUD FOR OPENINGS I ': MEMBERS PER LESS THAN 6'-0"AND(2)2x6 2x_STUDS PLATEOP SHEAR WALL ROOF PLAN STUDS FOR OPENINGS PER PLAN @ 16" O.C. SHEAR WALL GREATER THAN 6'-0" UNLESS PER PLAN ROOF FRAMING PLAN NOTED OTHERWISE IN PLANS 2x_STUDS SCALE: 1/4" = 1'-0" @ 16" O.C. 4 TYPICAL HEADER COLUMN ` TRUSS TO SHEAR WALL GABLE END TRUSS TO SHEAR WALL S5 SCALE: 3/4" = 1'-0" \ S 5 SCALE: 3/4" = 1'-0" C6- 5� SCALE: 3/4"= 1'-0" END OF SHEAR END OF SHEAR WALL PER PLAN WALL PER PLAN \ HANDRAIL 1-1/2" DIAMETER INSTALL 36" CO HOLD DOWN / ABOVE TREAD NOSE fl) C4 SW1 STHD_STRAP DESIGNATION PER PLAN SW1 1 CO COI DESIGNATION PER PLAN —'� CO SHEATHING PER SHEATHING PER 07 SCHEDULE SCHEDULE 3/q"T&G APA 24/6 RATED r AS SHOWN ON PLANS PLYWD SHEATHING Z 0 Q DOUBLE STUD OR 4x_ 3/4"x 1-1/4" — DBL JOIST OR GLUED& NAILED < LJ.. ATTACH TO POST W/ BEAM PER PLAN / TO FLOOR JOISTS BLOCK OVER CANTILEVERED MEMBER. STITCH DOUBLE NOSING \ SUPPORT JOIST PER PLAN ® o STUDS ACCORDING TO SUPPLIED WOOD SCREWS 1--- MEMBER. NOTES PER SIMPSON SPECS. Y2" CDX PLYWD J .__I HDU_, PHD_AND HDQ_TYPE HOLD DOWN RISERS \ --_-_---c--- LL- ( i SECURED TO 4x_DF#2 MEMBER PER 10" MIN -�� \11111111. C r il SIMPSON SPECIFICATIONS RUN G STHD TYPE HOLD DOWN INSTALLED OVER 1 SIMPSON JOIST HANGER N C� DOUBLE STUD PER SIMPSON � � PER PLAN WHERE JOISTS ' w Y SPECIFICATIONS. USE"STHDRJ" FOR 7 _ RAISED FLOOR APPLICATIONS a ARE PERP. TO STAIR BEAM /r SIMPSON A35 CLIP EACH RIM JOIST 34" CDX SIDE OF EACH STAIR ANCHOR BOLT OR ALL THREAD ANCHOR ROD PLYWDSTRINGER AT EACH STAIR PER HOLD DOWNSCHEDULE. CONSULT SIMP. TREADS LANDING BEAM R-21 INSULATION vi CATALOG FOR PROPER ORIENTATION OF .moo ANCHOR BOLT (3)2x12 STRINGERS @ WALL .0 P U.N.O. IN FRAMING PLANS R-38 INSULATION OVER L. SILL PLATE SILL PLATE BEAM PER UNHEATED SPACE } /- CONC. FOUNDATION CONC. FOUNDATION \ � PLAN FRAMING PLANS J% a FIRE BLOCKING AT TOP, BOTTOM & DETAILS a—` ra -- &AT MID SPAN.ADDITIONAL FIRE u- 4 a BLOCKING ABOVE WALLS IN a \ LOCATE (1)#4 LONG. BAR ABOVE / a CONTACT W/STRINGERS I EMBEDDED PORTION OF STRAP/ANCHOR 0 REVISION: 2 DATE: 10-14-19 1 1/2" MIN. EDGE 5" MIN. EDGE DISTANCE DISTANCE DRAWN BY: TJM r-..—. , , ELEVATIONS SCALE: AS NOTED 7 TYPICAL HOLD DOWN 8 TYPICAL INTERIOR STAIRS r9- CANTILEVERED JOIST CITY OF EVERETT PROJECT NO: W4581 S5 SCALE: 3/4" = 1-0" \�+5 SCALE: 3/4" = 1-0" �7`+5� SCALE: 3/4" = i'-o" REVIEWED FOR PERMIT SHEET NO: ��77 S5