6195 Back Forty Lp - Laserfiche WebLink

Browse Search

(2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT 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/ (TYI VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH \12'N.O. ALUMINUM FASCIA STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 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 "S" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH lx2 PT WD FURRING @ 24" O.C. (1) #5 VERT. IN FILL CELLS 1/2" GYPSUM WALLBOARD (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER 31/4" BASEBOARD MIN. 2500 PSI CONC. SLAB a 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 CNI co D 00 6 MIL VAPOR BARRIER r COMP. SOIL. (COMPACTED TO 95% =1 \--NOTE: EXTEND DECO FINISH MODIFIED PROCTOR III I I III—III—t I I I I 4" to 6" BELOW GRADE ASTM D1557)_/ ASTM D1557) (2) #5 REBAR CONT. 3" IN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS Z �N J.. 00 SEE A/S3 OR J/S6 ILII I I I ITIiI I I I �I i 1. FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V 8" (2 STOR)) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE--\ (2) #5 CONT. ON 3" CHAIRS (TYP.) i D �-1 11=1 11=1 I I D ' I•;,I I ITI I ICI I I„�I , P� 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE CV .6x6W1.4xW1.4 r WWF OR FIBERMESH `r' ° IhI—I I —I I- O D A I ICI 11=1 I I —III—' T 1 81 1 -I'T.._--- r,,r I TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=1'-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) 10d NAILS —� TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"06" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CV "' ELEV. 0'-0" IL =LL° a a °. A.F.F. .d . 0, a. d. ° a . ELEV. -0'-31/2" ° e a 2x4 CONT./'-.` ° A.F.F. O °a ° ILL eO d - N I I ° GARAGE DEPTH VARIES d e e ° 4 a GARAGE SLAB AT STEP rB 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 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (10) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P T. BOTTOM PLATE 5/8 x10' WEDGE ANCHOR x 6 Wl A x W1.4 O. 24" O.C.) 2 WWF OR FIBERMESH 3 1/2" M IN. 1 D �— ° b z ° I 11-1 1 1-1 1 1 I I=I 11=1 11=1'3 1 /2"(min.)- 4" _ D —I T I I —I 7- 3 1/2"(min..)- 4" I I=1 I I_I- i I 1=1 I I_ I I 1=1 11=1 11=1 I I III —III Fli (2)#5CONT. 1 �IIIII�IIIII�IIIIIIII11181 4"11411 811 U.N.O. MIN. TYPICAL BEARING WALL @ STEP (ab SHEARWALL "SHEAR WALL" SCALE: 3/4"=l'-0" 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (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.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL 6 x 6 W1.4 x W1.4 ATTACHMENTS 2" WWF OR FIBERMESH 3 1/2" MIN. z D I I I=I I I�'31/2"(min.)- 4" 00 — =—I I1=II1- 31/2"(min.) - 4" =1 � 1=1 l I- — 1 � 1111—_I 11- _ =___ —III i l l l III —III —I I-1 1 I-1 1 (2)#5CONT. 1 I4,I 11 ,1111 i1141 llll„I I.; i8l- 11 U.N.O. MIN. TYPICAL BEARING WALL @ STEP 6cC SCALE:3/4"=1'-0" S3 SIMPSON SP2 w/ (12) 10d NAILS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ 2-0/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C Q�s 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C �M INSULATION PER FBC AND ENERGY ,GoN ors 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 04 LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"x6" "J" BOLTS BOLT 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x WII A WWF OR 2X PT PLATE 20".MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH BAR C142x P.T. PLATE WEEP SCREED INSTALLED ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi z M G oD FINISH GRADE °O 25"MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] — — — A �jj_ D o. °P ° D D.. _ °O 6 MIL VAPOR BARRIER -1 I I I I D ° I —I � I—I-1 I 1=� R 1 7/8" III —I It I —III— T #5 REINFORCING BAR ° 1=III=III=III=1I1=1I1=� ; _ N z D° D III —I 11=1J—I i I —III —III- Z I I I o. 11=1 11=1 11=1 11=1 I I' #5 LAP SPLICE �° I—III—III—III—III=1 I � I I� I I I I . 11=1 11=ll III � 1 g ' D III —III —I 11===III—III- N I 111 I D 36" MIN. LAP [36" MIN. LAP] I=1 III —III —III —III—' T COMP. SOIL. (COMPACTED TO — _ _ _=1' 95% MODIFIED PROCTOR ASTM �= I (—III—I I —I I 1=1 I I —III —I I —I I' 10" II=15I — I II—III=III=11� ll=Il ,ll1 D1557) ICI II III�II�II�,I�II�II�IIII�I�I�II-1 I_-1 I I —I I �I I I=III=! I f=III=III=III=III=III- 4" 1-4 #6 LAP SPLICE #6 REINFORCING BAR #5 STD. 90 HOOK FRAME WALL TO C.M.U. WALL CONNECTION r D � TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4" ° ° e 00 SCALE: 3/4"=1'-0" "v GRADE I I 1-(1) #5 REBAR w/ OPT. 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE Ll� SCALE:3/4"=1'-0" S3 EXPANSION JOINT 1 CV °.. ... -T _I � JT1-1 � 1-1 • � �• —III—I I + TIIII� I .•�. I� BLOCK WALL BEYOND O.H.D. RECESS SEE A/S3 OR J/S6 J -I lli I I II lil „III i Ililt FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 ST RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-01, 0 CONT. BEAD SEALANT < s. °, a INTERIOR 2x STUDS @ 24" O.C. U.N.O. d° ° 'a .. .J 4 n GARAGE CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB'---- 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH d ,. M 6 MIL VAPOR 711 —i'1.1 � BARRIER I I I I I�-I I I ll I i' i I flll�Ill=—I I TTT=1 11=1 IT 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE W D J U) =1 I=1 1=1 I I r ° =1II=1II=1II Wuj '' —III—III III —I ° REBAR DETAILS F SCALE: N.T.S. S3 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 INFO SEE PLAN FOR &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2c4 P.T. PLATE d 7n6" O.S.B. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7r16" O.S.B. SHEATHING z ATTACHED PER NAILING w � SCHEDULE j w —SEE PLAN FOR STRUCTURAL g W COLUMN SIZE AND BASE o w CONNECTION INFO. U) SECURE 2 4 P T BTM PLATE x SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS M FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR./-i&, COMMUNITY SPECS 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6WlAxW1.4 N �: WWF OR FIBERMESH �, E I—III—I III I I —I I —III— f (2) #5 CONT.—_ ON 3" CHAIRS (TYP.) 8" V-4" 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.0.) WWF OR FIBERMESH d ° d _ 11=111-1I1=1II„III III co -111 „III-1�1=ICI ICI „�I SEE A/S3/J/S6 4" 1' 4'' 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. K"M_� SCALE: 3/4"=l'-0" �S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -- EXTEND FILL CELLS c TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. ' ° M co GRADE d _ ri= I 1=1° d W ;III —I I d z=—I 1=I III —I I-1 I I —I I i W uj o oui �� 1 1 11 l 11 l 11 a� . l I I—III=1T_i - z Q v I— ° = M—< W I=1=1II=1II=1 I —III I I I I 1=1 I I -- FOOTINGLu -III III —III —III —III —I I_ II=1 I=III- 11,;IIIIIil1111illlll��lll BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 APR 0 8 2023 0 1 dirtual Review Assist. Inc Flans Review completed and appr ed omprance v�iith the 2020 F80 71th Edition `"Iy OcjGTa Ann= I'I".ahr PX2360 M N r <' _ N ch 43 N c�M to 00 Ln { � P w w 0 z a i W '= -,0 U M 7 } tom' 0 O- u a V) V -0— M _ t") .o u 8 rn 0 li 8 v Q lJ/ 0 N Q S U O � .N V W a� �. o E� a V) W 0 LLJCn W p LLJ < a X Xa~zI ¢X��0OJO� JWpz�Q ix z Q U � c cnW0§0Zu0W-00,m0Za z aZ Ua O O Z CW 0 WW -�O0. _j<<0W a? W Z a V)O LL pW �WZ�a po oQQ 0 aW O z 04 0w � (n O cy) gq� J Lf) F- X M Oi EL � 00 zv< Lu W JQ O N 1 I I 1 1 i I 1 0 0 0 0 N N N N r- O M •- N M O 0 O O T 04I O 1 N O I 1 I 1 ' z O NW o 0 0 0 0: l LO � �- N M I i 00 z (%� Qz W O +-+ O ILLIz u . O O UV65 L 0 ::)Z5; ow- Ors z awa Q 0 = w=Q ~~O H t—I zo= ■ ■ >' aF-_j 2 ? 2 zwfr Q U gWLL z z pU _o m z Z z W ui J NN LAST PLOT DATE ■ ■ z O STRUCTURAL DETAILS - MONO