1525 FLORIDA DR 2019 Plans 2022-11-28

DO NOT EXCEED 4'-0"SOIL z HEIGHT DIFFERENTIAL WHEN O_ BACKIFILLING WALL c SHEAR WALL w PER PLAN \--J`— IX z P.T. 2x4 MUD SILL PLATE W/ O Z - SW1 I 4x8 SW1 Y2"O A.B. MIN. 7" EMBED W/3"x 3"x%4" 1- a W 17-7 O I 11 ! �- THICK WASHER AT 48"O.C.& 12" 2x6 BASE PLATE R Et w - FROM END OF EACH MEMBER. (NAILING PER SHEAR 0 O j I I (U.N.O. IN SHEAR WALL SCHEDULE) 0 WALL SCHEDULE) 3/4"T&G APA 24/6 RATED PLYWD w O rFLOOR FRAMING 2x10 BLOCKING al SHEATHING GLUED&NAILED U I I WALL FRAMING RIM JOIST SHEAR FLOW NAILING 1 OVER BEAM BEYOND OPENING OR SIMPSON CLIP AS SPECIFIED / PER PLANS / TO FLOOR JOISTS 0) rn - -r - - - - - _i_ IN SHEAR WALL SCHEDULE �I� IiimJI w 6 4 #4 VERTICAL H °'I---7 a BAR AT 48"O.C. \ (1)#4 TOP BAR 1_, I MAX. SPACING (2)#4 IN TOP 12" FOR H>8'-0" r - - WS CONCRETE SLAB& w I + o I - EXTERIOR REINFORCING PER g l' FLOOR JOISTS Ct N cK I PAVEMENT FOUNDATION PLAN zm 1 w A im 0 i 0 1 2- oy FINISHED GRADE BEAM PER , Q l PER FRAMING e I Q FRAMING PLANS. ' PLANS - _ I - _ + _ _— #4 VERTICAL z SIMPSON PC44 COLUMN rn L� 5 I _ / BARS @ 48" O.C. g ;i; SIMPSON PB44 POST BASE OR �-CAP MATCH TO POST cC EQUIV. DRIFT PIN. WIDTH TO w S5) I - I z ° a = 4" PERFORATED - MATCH POST DIMENSIONS ii & BEAM DIMENSIONS Mui FOOTING DRAIN d' w C I SURROUND W/GRAVEL I o 4 k POST PER PLANS � N 1 \ l CRAWLSPACE GRADE 1 .3i 0 .- ° U) 7 - 6 MIL BLACK V.B. _ + _ _ + _ _� \ -----\---\ 6 MIL BLACK V.B. z g .�° ° 1 THROUGHOUT r' • �T \ THROUGHOUT Y / CRAWL SPACE i I / I f.O; a y y (2) CONT. #4 BARS (-)i- 4� _ I I I ,-,-, ° AT BOTTOM OF FTG CRAWL SPACE �I a I - - - - - H W EQ. 8"_EQ. (3)#4 BARS FOR H >8'-0" 1- I + 4" PERFORATED (2)CONT.#4 BARS _ - j I ! FOOTING DRAIN AT BOTTOM OF FTG 0'-4' 16" PER PLAN (2)#4 BARS MIN. EACH WAYDTH c Q 4'-8' 20" "W" ^\ AT BOTTOM OF FOOTING SURROUND W/GRAVELU , I I EQ. _ 8" EQ. 8'-10' 24" (U.N.O. IN PLANS) Z a. �� I P �'.' 1 -4 ^� L < Z O N r — - 8" CONCRETE FOUNDATION WALL ct E . co T I - T (i / PERIMETER FOOTING AT OPENING 12 PER IRC TABLE 404.1 .1 5 (3 INTERIOR SPREAD FOOTING Z I- o) D - w Lu- Ce J I L+C SCALE: 3/4" = 1'-0" S5 SCALE: 3/4" = 1-0" 55 SCALE: 3/4"= 1'-0" al ¢ I- U �7 J �7 J �7 z Io _ I I � �— \ - � wm t 2 22x30 - 1 - - ATTIC I 0 - ACCESS L - I 10-14-19 _I - _ _ - + _ _ ROOF AREA=963 SQ. FT. P C5 r 1 REQUIRED ROOF VENTILATION i I ! 963/ 150=6.42 SQ FT= 925 SQ IN. 7A6"APA 24/6 RATED OSB v� SHEATHING W/6d @ 6"O.C. %6"APA 24/6 RATED OSB www�� _ _ _ I WITH 19 BAYS I REQUIRED VENT EDGE & 12" O.C. FIELD NAILING ROOF SHEATHING EDGE SHEATHING W/6d @ 6"O.C. �O� 9 925/(2*19)=24.3 INA2 PER BAY PER (U.N.O. IN NOTES) NAILING PER NOTES EDGE/ 12"O.C. FIELD �`rIONaLE�� REMANUFACTURED TRUSSES - - - 1- SIDE. 1"AIR SPACE W/CARDBOARD BAFFLE OVER SHEATHED TRUSS NAILING (U.N.O. IN NOTES) rr DBL TOP (EXTEND 24"ABOVE INSULATION) AA, @ 24" 0/C TYP. I PLATE . . �� J 1-1, r r (1)2x6 STUD END NAIL TO8d @ C O.C. HEADER 5 16d NAILS MIN. HEADER INTO BLOCKING O \` PER PLAN U.N.O. IN SCHEDULE _ L_ _ ROOF TRUSS PER ,l_ IFRAMING PLAN i Irill 4x8 Ag•_ SW I SW1 I I MANUF. GABLE / i J H1 CLIP AT EACH TRUSS END TRUSS (BRACE PER TRUSS TO DBL TOP PLATE/HEADER L 4 -r _ OR BEAM CONNECTION MANUFACTURER) 7 \ SW1 _ I _ _ SW1 _ I r-� 1.-0" /\` X 6 I DBL TOP PLATE -- S5 OR HEADER MFRAMING (1)2x6 STUD FOR OPENINGS I - \ DBL TOP MEMBERS- PER LESS THAN 6'-0"AND(2)2x6 SHEAR WALL 2x_STUDS PLATE 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. r4 TYPICAL HEADER COLUMN r5� TRUSS TO SHEAR WALL 6 GABLE END TRUSS TO SHEAR WALL S5 SCALE: 3/4"= 1'-0" @ C SCALE: 3/4" = 1'-0" S5 SCALE: 3/4"= 1'-0" END OF SHEAR END OF SHEAR WALL PER PLAN WALL PER PLAN�\ HANDRAIL 1-1/2" DIAMETER INSTALL 36" '\ 1-- CO w ABOVE TREAD NOSE O SW1 \ STHD_STRAP DESIGNATION PER PLAN ' " /6"APA 24/6 RATED OSB DEHING PESIGNATIONR PER PLAN SHEATHING PER SHEATHING W/6d @ 6"O.C. r Q CO SHEATEDGE & 12 O.C. FIELD NAILING41- (U.N.O. IN NOTES) SCHEDULE SCHEDULEA 3/4 T&G APA 24/6 RATED a AS SHOWN ON PLANS Z PLYWD SHEATHING 1"AIR SPACE W/CARDBOARD BAFFLE 314"x 1-1/4" DBL JOIST OR GLUED &NAILED (EXTEND 24"ABOVE INSULATION) DOUBLE STUD OR 4x_ BEAM PER PLAN TO FLOOR JOISTS O O MEMBER. STITCH DOUBLE ATTACH TO POST W/ NOSING ►� STUDS ACCORDING TO/ SUPPLIED WOOD SCREWS PER WOODS SPECS. i -�®•� -� STRUCTURAL NOTES /2 CDX PLYWD 8d @ 6" O.C. LLI— HDU_, PHD AND HDQ_TYPE HOLD DOWN M RISERS INTO BLOCKING W . , SECURED TO 4x_DF#2 MEMBER PER 10" MIN \ ■■� U.N.O. IN SCHEDULEC c/ SIMPSON SPECIFICATIONS� - _ RUN Q LI STHD TYPE HOLD DOWN INSTALLED OVER SIMPSON JOIST HANGER DOUBLE STUD PER SIMPSON w -PER PLAN WHERE JOISTS VENTED BLOCK > �C .ZSPECIFICATIONS. USE"STHDRJ"FOR w ARE PERP. TO STAIR BEAM RAISED FLOOR APPLICATIONS \ SIMPSON A35 CLIP EACH R-21 INSULATION ANCHOR BOLT OR ALL THREAD ANCHOR ROD 3/4"CDX SIDE OF EACH STAIR z @ WALL /71T �^V 44 PER HOLD DOWN SCHEDULE. CONSULT RODIMP. PLYWD STRINGER AT EACH STAIR R-38 INSULATION OVER Z - -=5� Z TREADS LANDING BEAM UNHEATED SPACE H1 CLIP AT EACH RAFTER CATALOG FOR PROPER ORIENTATION OF .. NI, (3)2x12 STRINGERS JJJ l'-o" TO DBL TOP PLATE/HEADER ANCHOR BOLT \ -___.1 U.N.O. IN FRAMING PLANS OR BEAM CONNECTION SILL PLATE SILL PLATE A / CONC. FOUNDATION CONC. FOUNDATION \\ DBL TOP PLATE FRAMING PLANS IIIMIIIIII \ a FIRE BLOCKING AT TOP, BOTTOM FLOOR JOIST OR HEADER & DETAILS -- T • /17, - I--- &AT MID SPAN.ADDITIONAL FIRE PER PLAN BLOCKING ABOVE WALLS IN _ LOCATE (1)#4 LONG. BAR ABOVE CONTACT W/STRINGERS n EMBEDDED PORTION OF STRAP/ANCHOR REVISION: 2 DATE: 10-14-19 1 1/2" MIN. EDGE 5" MIN. EDGE DRAWN BY: TJM DISTANCE DISTANCE ELEVATIONS SCALE: AS NOTED PROJECT NO: W4578 (7 / TYPICAL HOLD DOWN rf3- TYPICAL INTERIOR STAIRS �7J I9� ROOF DETAIL SHEET s5.,.. SCALE: 3/4" = 1'-0" �+C SCALE: 3/4" = 1'-0" \ 55 y SCALE: 3/4" = 1'-0" CITY OFEVE TT 55 SCALE: REVIEWED FOR PERMIT S5