6469 Back Forty Lp - Laserfiche WebLink

Browse Search

(2) LAYERS ASTM TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV LINDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV LINDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ VARIES /-METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN, SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIESAIlk INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH \12' LUMINUM FASCIA STRENGTH CEILING N.O. 2x SUB FASCIA BOARD PER CODE (OR 5/8" , GYP. TYPE ")C@ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 11 8 x8"X16" KNOCK -OUT SCREWS @ 7 O.C. BLOCK W/ 1 #5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL TYPE 'IS" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) 0 Z' ARCHITECTURAL 1x2 FIT WD FURRING @ 24" O.C.-/ 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER c?) U) 3 1/4" BASEBOARD LL MIN. 2500 PSI CONIC. SLAB Uj MIN PSI MAY VARY PER MUNICIPALITY. 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE X. 00 Cl) C? 6 MIL VAPOR BARRIER t> 4 COMP. SOIL. (COMPACTED TO 95% NOTE: EXTEND DECO FINISH MODIFIED PROCTOR__/ 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT 3" MIN. CLR. ON 3" CHAIRS TW V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" � �3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETESLAB 14" O.H.D. RECESS PAVERS� 'T 2� -N �� 2 I t 4 7� A.A 80 A` SEE A/S3 OR JIS6 `-I I I III - I IL FOR REINF. INFO. 3" MIN. CLEARANCE 1 1.4" (11 STORY) 1 V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 118" (2 STORY) I ------------ 4 - GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. 2x#2SPFSTUDS - @ 16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T, PLATE--\ (2) #5 CONT. ON 3" CHAIRS (TYP.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.1 1) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE �: E .6 x 6 W1.4 x W1.4 WWF OR FIBERMESH > f mlLil I �1-1 I W11 I= IL11 I m I � 9 - I Iq III 111=111- 1 8" 1 -1--4- T-9- [ TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT rG G SEE TYP. WALL SECTION SCALE: 3/4"=V-0" � S3 LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 1 Od NAILS TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x1 6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK ELEV. U-011 A. F. F. 7E =1 /J 4. -A' .4- 4. .4 -3 1/2" z r: 1 �A 4-3 12' A E�LEV. 4 4 q 0 A 4 A . F . F . 0 A A 2x4 CONT�- U- A A<. -4 C) 4. 4 A 4. GARAGE DEPTH VARIES A GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH "-TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE"X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS _____---2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D, FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1 U-101" (R302.1 1) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6"O.C. @ INSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (10) 10d NAILS 5/8"o x 10" "J" BOLT @ 24" 0 ' C ' W/ 2-0116" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HID @ 24" x P.T. BOTTOM PLATE O.C. OR 5/8"xl O'WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24" O.C.) 211 WWF OR FIBERMESH 31/2" MIN. IV" IEHI 1/2"(mln-)- CID -7 L 1�1. 1. I.= L L IrII7 3 1/2"(min.).- (2) #5 CONT, 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL 60' STEP (cD SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. A V SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 2x STUD INSULATION PER FBC AND ENERGY 0\ " b0s 8" C M U Pr)DKA QHP"lTTPr) ITI-4 DPPRAIT 1 "x F". T.'S'T U D (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION NOTE: SEE SECTION C/S3 FOR #5 VERT IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION CN LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"' x 10" "J" BOLT @ 24" O/C W1 2"'X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) 5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. 1 Od NAILS @ 24" O.C. VERT. OR Q K.O. BLOCK 2x P.T. PLATE 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 1 Od NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR -2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR SPACED EVENLY FIBERMESH BOL TIS 6" MAX FROM WEEP SCREED INSTALLED BAR 2x P.T. PLATE LU END OF 2" x PLATE PER MFR INSTRUCTIONS 0 ASSUMED FINISHED "�#�3 OR`#Z^RE1'N`F0�R'CING BA LU P. E R �GRADE GRADE 40 MIN. Fy= 40ksi #3 & #4 LAP SPLICE X CL A 00 [GRADE 60 MIN. Fy= 60ksil U) "M I'M FINISH GRADE 1< a- r= I r= I I 25" MIN. LAP [30" MIN. LAP] K > 60 00 F1 I t> -TI I= r. KAu VAPOP RAPPIP 4-F=-I I I-- I 171-11 XXAN W .1%, . .. . . . . - - - R 17/8" ---\ / :1 IEI I El I I�El I EEI I 1=1 I IE��, #5 REINFORCING BAR X = z C"I z- #5 LAP SPLICE 95% MODIFIED PROCTOR ASTM 101, I -// -.61 36" MIN. LAP (36" MIN. LAP] T7 COMP. SOIL. (COMPACTED TIC D1557) 511 -'--#6 REINFORCING BAR #5 STD. 90 HOOK V-41' -1111 .111-11111-11 fill 11 111,11 1 111 1.. 111 I= I * - JV13 L/At' FRAME WALL TO C.M.U. WALL CONNECTION rD`�� TYPICAL EXTERIOR, FRAMEMALL FOOTING K"E� REBAR DETAILS K"'F� 5/8"OR 1/2" HIGH STRENGTH - (U.N.O.) (OR Y8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE - TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS 5/8" x 10" "J" BOLT @ 24" O.C. wl 2"'x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HID @ 24" O.C. OR 5/8"x10'WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS - M54111 3 1/2" MIN TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. -2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.0, -2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.1 1) ---�NSULATION PER CHART ON FLOOR PLAN -SIMPSON SP1 w/ (10) 1 Od NAILS x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 /WWF OR FIBERMESH iW I=U I - !"(min,),; 4'1, W11 I'l 1 1111 [F I IF- I I r- I,F' 11, I'll ..If- r � , (2) #5 CONT 4" �H NP ''' L8 U.N.O. MIN. TYPICAL BEARING WALL @ STEP rCC SCALE: 3/4"=V-0" � �S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" �S3 SLAB INFORMATION. 6 x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH min.) 4"--,\ GRADE 00 Fj.-!�-(1) #5 REBAR w/ OPT. lip i 111=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE r-L SCALE: 3/4"=V-0" � S3 , BLOCK WALL BEYOND EXPANSION JOINT� r-O.H.D. RECESS A A 4 A :4 4 :� jA A 4 C? :A SEE A/S3 OR JIS6--- -1 L1:71 �I -I-T-741 -11 1 �11 IT I FOR REINF. INFO. 13" MIN. CLEARANCE V-4" (1 STORY) T-8" (2 STORY) GARAGE DOOR SLAB RECESS � 7 SEE TYP. WALL SECTION FOR SCALE: N.T.S. 3 ADDITIONAL INFORMATION. -71 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. P.T. 2x 0101, A 4. A A. 'ONCRETE NAILS W 1 1/2' :MBEDMENT @ 12" O.C. ;TAGGERED, FROM BOTTOM 'LATE TO CONCRETE MIN. SHEAR 180# MIN. SCALE: 3/4"=V-0" 1\ �3 SCALE: N.T.S. FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION :NFO SEE PLAN FOR (-6 & LAYOUT DESIGN TOP OF BEAM 'M-j 71 SEE ROOF PLAN (2) HTS20 -1 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 1/2" GYP. BID. HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALAN INTERIOR 'ENSION 120#) CONCRETE SLAB 0? E Cl) 6 )R BARRIER 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING Cn W go SCHEDULE W > * SEE PLAN FOR STRUCTURAL -j Uj COLUMN SIZE AND BASE Es W UJI CONNECTION INFO. U) 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS --INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT 171 .E w/ MIN. (2) #5 VERTICALS L E FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 SIZE AND REINFORCEMENT) WWF OR FIBERMESH C-) BRICK PAVERS or SLAB PER r-11 1-1171-11 T-11' -11-11 1=1 I 1=1 I 1=1 I I= 0'-0" FIN. FLR./-Jk COMMUNITY SPECS 4" 14" INTERIOR WALL SLAB STEP NON-BRG. ��K SCALE: 3/4"=V-0" ��S 3 SCALE: 3/4"=1 -01, 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) 1/2" GYP. W13 (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH (2) # NT " --I I I.E.1 I IEE I I-- 0 IN T`CCOH A I R, S - .. -.III (TYP'.) 8" � 1'4" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" � �3 1 1/2" RECESS FOR VAKIEZ5 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH AN 4 .4 4 4 4 7 00 cn U.. 4 4. Plar fT SEE A/S3/J/S6 8" for co 11 11-t 4 FOR REINF. INFO, OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS Q@ S.G.D. SCALE: 3/ 4"=1'-0" �3 MASONRYWALLAND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS -71 TO FOUNDATION PAD CONT. FOOTING STEEL-\ MAT REINFO 00 Z GRAR� 4 .4. LU 40 LL, ILLI 11. LU L) LU 4 0 W U5 = - =1 0 0 'A. U- M co < LU T-M'45E�' FOOTING - - - - .. Tfl2 '. '.M .. 7' BEYOND PAD REINFORCEMENT-J" . 3" MiN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL � �N SCALE: N.T.S. "Z= co 04 04 00 or XJI, 141 LO 00 U') 15 LLJ �0 ,x 0 z LO - 0 CN NO (y) 00 4-- D Ln U n -= :E 0 2 0 M: 8, <1 < 0 JC U 0 U LU 0 00 E 0) 00 LU W W 0 LU LU W 0 UW z m-i<03:0�0U-002d2 a R;tj 2 ()� LL 0 z 2 0 0 L.L � 00 0 bq)wa�o 020oc-Djaz (/) W W - z W �5 Q� Z =) 0 5 CL U) W W �- z LL X < 0 of 0 IL > Z 0 U) 0 ILL Z -j Z W C-) Wz M �O Lz 0 < U- 0 LIL 0 0 z N Uj 2 (1) Z) P�- > U) q Q0 C:) ce) c) CY) I" U") U) U) LL_ I,.- z LLI < LO M CL M 0- 00 >- z 0 z W W 0 C:) CD J U 1. 0, 3 2024'h, Virtual Review Ai sist Inc Review completed an J ap rov( pliance with the 21120 F B� 7th I Ealitiod I by Debra Anne Klahr N PX2310, 0 C14 C:) cq C14 IN 0 Q C) 0 Q4 0 Q U,0) Q Q CD a) CD 8 - Cq C) C-4 C) 0 LU C) C� C� U') U�) > . I I I I I I . q;l I co Z U0, LIJ C) z 000 LU - o �j cl) Lo -0 0 =z> 0 LU 7z 0 C:) z W-< a. of W3:2 Lr) W F- W r 0-,0 Z6=: W U) -j Z> 0 ZWO C:) < Ix W ILL Z 32 z z z < 0 0 0 z z z W W C14 CN 0 > LAST PLOT DATE z4-0 0 STRUCTURAL J DETAILS - MONO