6391 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/ (TYP.) 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 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 SCREWS @ 7" O.C. 8"x8"X16" KNOCK -OUT CEILING & 8" O.C. WALLS BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL NAILER TYPE 'IS" MORTAR STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN 71 FOR LOCATIONS) 1x4 P.T. BASE NAILER Cl) 3 1/4" BASEBOARD �- MIN. 2500 PSI CONC. SLAB Lu a MIN PSI MAY VARY PER o MUNICIPALITY. `"' 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR 7 CURB DUE TO SLOPE 00 � -44 III III==1 D 6 MIL VAPOR BARRIER IIII I e� I I III I COMP, SOIL. III (COMPACTED TO 95% —I I I I =III=III I I= MODIFIED PROCTOR III I I III=III—I I I I NOTE: EXTEND DECO FINISH ASTM D1557) 4" to 6" BELOW GRADE (2) #5 REBAR CONT. 3" MIN. 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 PAVERS SLAB 14" O.H.D. RECESS � z _- "T III-1 I I-' ° 4" 100 d. III III '.. I —III= SEE A/S3 OR J/S6—"`IL1T I I II i II I I,, III F i111= FOR REINF. INFO. L 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS ri 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 -III—III—III=1 m ° I —III —III —III I °�� I' I I III I I I III I I I I I I 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 E CV 6x6W1.4xW1.4 WWF OR FIBERMESH 11=III—III=III o I III —I I —III —I r TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CV ELEV. 0'-0" 7E �=LL�Z I d a 4 . .. °. A.F.F. d. eR d. . V a . ° °.A a' d ELEV. -0'-3 1/2" z °'. d 4 2x4 CONT. ° ' ° A.F.F. o d °LL �° _ d dO d d q� o N Qo d. li GARAGE DEPTH VARIES ° ° GARAGE SLAB AT STEP B SCALE: 3/4"=1'-0" S3 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 114" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10) 10d NAILS 04 2x P.T. PLATE TYP ASSUMED FINISHED ' GRADE MONO OR STEMWALL z FOOTING MONO SHOWN ° o FOR CLARITY p °; ° D ' ° . , 1=I00 II=III=III=III=III=1 NOTE: D ° I ° p u . g III=111—III=III=III—III —III —III —III —I i i—III—I I N FOR BEARING WALL I=III=1 I I=1 11=1 I I=1 11 i-T W/ UPLIFT ONLY I I I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 1 1— FRAME WALL "—1 i I —I I I_I I I III ;III H I I I I I I I I I I III I ,III III..III=11 TO C.M.U. WALL CONNECTION i �D> SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4 ° ° e GRADE `° -1 11= 11=III=III=III=III III I I I I I (1) #5 REBAR w/ OPT. i—III—III—I I1= I1= I=1 1= I1-SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE C—L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS d N � M N ° T d M �... •.. .d:� .. 1=1 I L�III rl. SEE A/S3 OR J/S6--- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" 0/C EDGES, AND 12" 0/C FIELD. 5/8"OR 1/2" HIGH STRENGTH /7. (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN, ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" 3 1/2" MIN. ' D 00 p. 3 1/2"(min.) - 4" 11=III-._ p —III I I I —I I I- -III —I '—III �II_I .III=III=III=III III —III (2) #5 CONT.l -11 , IIIII IIII IIIII IIII 1- , 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL (a STEP as SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 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 SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH fig1 /2"(min.)- 4" N� 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 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" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS 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 —SIMPSON SP1 w/ (10) 10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH co D °p, 31/2"(min.)-4" =11_I� III _ -III Illll�ll '' =11 II � III I I. I I I 1=1 I I-1 I I -III I I II I II I I� II''I (2) #5 CONT. U.N.O. MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER o 0 s 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 PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. , K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP 124" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR " PER MFR INSTRUCTIONS Z #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi N d• ° D " ' D ° D FINISH GRADE 00 [GRADE 60 MIN. Fy= 60ksi] .p D' — =I— 25" MIN. LAP [30" MIN. LAP] _ 6 MIL VAPOR BARRIER �I II(III I o ° R 17/s; —� z #5 REINFORCING BAR III D. I —III —I 1-1 I I —III r I-1 I I-1 I I=1 n-1 05 1 AP SPI ICF COMP. SOIL. (COMPACTED TO II -•-° _ 11=III=IIINl 95% MODIFIED PROCTOR ASTM �— —III—III— 1 I —I I—III=III-1 I D1557) -III IIIIII��IIII�IIII��IIII��IIIII�II�I-1� 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. ZHOLD GYP. BD. 1/2" FROM SLAB 0'4' J CONT, BEAD SEALAN < a. INTERIOR :ONCRETE NAILS W 1 1/2' MBEDMENT @ 12" O.C. ;TAGGERED, FROM BOTTOM LATE TO CONCRETE 01N. SHEAR 180# MIN. ENSION 120#) CONCRETE SLAB _ <4 00 .S M 6 MIL VAPOR — T'- BARRIERI 4 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT d 6x6W1.4xW1.4 c`I WWF OR FIBERMESH ° K S3 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE PLAN FOR AT 24" O.C. MAX. TOP OF BEAM (2) HTS20 29 MKS w 2x4 P.T. PLATE O.S.B. COLUMN LOCATION SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS 0'-0" FIN. FL z w O � w J w o w W V) v M SEE ROOF PLAN FOR TRUSS CONNECTION INFO & LAYOUT DESIGN SEE ROOF PLAN FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.S. SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN FOR STRUCTURAL COLUMN SIZE AND BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"0" TAPCONS AT 8" O.C. TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS iipi/� i,�✓,.psi,✓ NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE D —III—III—III (2) #5 CONT. —I ON T' CHAIRS (TYP.) 8" V-4" 1/2"(min.)- 4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 112" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. WI 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH II —III —III —III- o III I11=III=1I1=' r N TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=1'-0" S3 VAKItb 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH e. aTI=I I 1=1° a II 1=1II-II1: N ---- dCID NI111 co I I d. -III. SEE A/S3/J/S6 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _ d CONT. FOOTING STEEL MAT REINFORCING. r ' 00 GRADE a ' ° M a. d d. I-1 11=1 11=1 11=1' Z =—III—I —III—III=III—I I' w 0 0 `� ( I I I I (IIIa.. I I-III=1 11-, z z I u- rU = °.. c d = M—� ' I �=1 =III=1 11=1 11=III I I =1II=1II 1=1 11=1 I I-- FOOTING J -III I I I=1 11=1 11=1 I I —III I I I.III—III=1 , ,_ �, ,�_' BEYOND PAD REINFORCEMENT-7' -III—III—I i 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 JUN 2 7 2023 Virtual Review Assist. Inc. Puns Review completed and approved for compliance with the 2020 FBC 7th Cdi " b0ebra Aline Mohr PX2 M N O N LO LO Ilk 00 LO a Q a 4 M"F 6 w y` 0,158, e O 0 uj 0 z t� N LO '0 °v W L o I� co L CO CO to VA a W E L s o Oo .� o }2 0 u.o o Q LL.I Q N �k �IVV) W L 0 E 000 V, U Li w 0W W J W 1— o I- Z J Q' z X `1 02LLU02�O Q � H �. Qc3X-j 0� 0 o I- �W�Lu LuU)0mzD O Z d 0 W W Of¢ } J QI-<Lu zLLJz a LL ow 2I-� gW❑20 a 0W O o 09<W I— W O Z W 0� >_ U) 0 D�CMO Q W M H Z U W W C) O O r I I I I I ' I N 000 0 N ` - N Cl)O r- O d7 O O i i a O ' z O Fn I� O o 0 0 0 Lo LO i N M V 'qt 00 } z � uo J Qz O zw -111--+ O U U V c� L 0 Uz5 Oho ^ i1 Z ~ a�a Lr) = w=Q V co Lu ~O Z o 2 W�� Q 0 z�0 O V 01ZLL Z �z 010 �— m Z - ¢ z W J ui O O N LAST PLOT DATE z O STRUCTURAL —J DETAILS - MONO