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— (2) LAYER TYPE 1(#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 <br />(2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR <br />ROOF PITCH 4:12 OR LESS. <br />PRE ENGINEERED WOOD <br />TRUSS @ 24" O.C. U.N.O. <br />HURRICANE ANCHOR @ EACH <br />12 TRUSS (SEE UPLIFT SCHED.) W/ <br />(NP') VARIES METAL PL. UNDER EA. TRUSS <br />MOISTURE BARRIER <br />SHINGLE ROOF <br />7/16" O.S.B. MIN. SEE ROOF <br />NAILING SCHEDULE ON SHT. <br />SN1 <br />ELEV. VARIES <br />INSULATION BAFFLE <br />ALUMINUM DRIP <br />EDGE <br />5/8" OR 1/2" HIGH <br />ALUMINUM FASCIA <br />STRENGTH CEILING <br />12ee <br />N 0 <br />2x SUB FASCIA <br />BOARD PER CODE (OR 5/8" <br />GYP. TYPE "X" @ GARAGE <br />EE SOFFIT <br />W/A HABITABLE ROOM <br />SHEET <br />ABOVE) W/DRYWALL <br />SCREWS @ 7" O.C. <br />8"x8"X16" KNOCK -OUT <br />CEILING & 8" O.C. WALLS <br />BLOCK W/ 1#5 CONT. <br />FILLED SOLID W/GROUT <br />INSULATION PER <br />CHART ON FLOOR <br />8" C.M.U. TYPICAL <br />PLAN <br />1x2 P.T. HORIZONTAL <br />NAILER <br />TYPE "S" MORTAR <br />STD. 90-HOOK (SEE DETAIL) <br />ARCHITECTURAL <br />FINISH <br />1x2 PT WD FURRING @ 24" O.C. <br />1/2" GYPSUM WALLBOARD <br />(1) #5 VERT. IN FILL CELLS <br />U.N.O. <br />(SEE FOUNDATION PLAN <br />FOR LOCATIONS) <br />1x4 P.T. BASE NAILER <br />M <br />U) <br />31/4" BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />w <br />a <br />MIN PSI MAY VARY PERLO <br />MUNICIPALITY. <br />`14 <br />4"x4" INSPECTION PORT AT <br />CONCRETE SLAB W/ 6X6 <br />EACH FILLED CELL TYPICAL <br />W1.4XW1.4 WWF OR <br />AT GARAGE, CONTRACTOR <br />"FIBERMESH" <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />E <br />� <br />0 <br />M <br />1LL <br />_ <br />D <br />00 <br />6 MIL VAPOR <br />BARRIER <br />; °r 4 <br />D <br />COMP. SOIL. <br />c • <br />— <br />T <br />(COMPACTED TO 95% <br />— <br />— <br />— <br />MODIFIED PROCTOR <br />I <br />I <br />1 I <br />TTT <br />NOTE: EXTEND DECO FINISH <br />ASTM D1557) <br />4" to 6" BELOW GRADE <br />(2) #5 REBAR CONT. <br />3" MIN. CLR. <br />ON 3" CHAIRS TYP. <br />V-4" (1 STORY) <br />STD. 90 HOOK <br />U.N.O. <br />4" <br />V-8" (2 STORY) <br />(SEE DETAIL) <br />TYPICAL WALL SECTION <br />A <br />SCALE: 3/4" = V-0" <br />S3 <br />OPT: DEPRESS SLAB 5Y2" <br />DEEP AND 6" BEYOND <br />DOOR TO RECEIVE BLOCK WALL BEYOND <br />PAVERS / DRIVEWAY <br />CONCRETE PAVERS SLAB 14' O.H.D. RECESS z <br />4" _ <br />~~ . <br />TT� <br />SEE A/S3 OR J/S6 --I L 1 111n 1 I 1 11- <br />- <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1' " (1 STOR) I / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' 8" (2 STOR <br />GARAGE DOOR SLAB RECESS J.1 <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />2x #2 SPF STUDS - <br />@16" O.C. W/ (2) <br />16d TOENAILS T & B <br />2x P.T. PLATE—\ <br />(2) #5 CONT. ON 3" <br />CHAIRS (TYP,) <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10'-0" (R302.11) <br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z <br />APPLICABLE. <br />e <br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C & <br />@ 6" MAX FROM END OF 2 x PLATE <br />(V <br />6x6W1.4xW1.4 *= <br />WWF OR FIBERMESH <br />4 <br />1 8" 1 ' -•ice,. •—, ,i e r, .. � <br />TYPICAL INTERIOR BEARING <br />WALL w/ OUT UPLIFT GG <br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 <br />LOAD BEARING OR <br />EXTERIOR WALL <br />SEE CC/S3 OR —� <br />G/S3 FOR ANCHOR <br />BOLT INFO. <br />(IF NO UP LIFT ON <br />WALL SEE GG/S3) <br />*SIMPSON SP1 <br />w/ (10) 10d NAILS <br />TYP. <br />MONO OR STEMWALL— <br />FOOTING MONO SHOWN <br />FOR CLARITY <br />NOTE: <br />*FOR BEARING WALL <br />W/ UPLIFT ONLY <br />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />3/8" MORTAR BETWEEN <br />SLAB & BLOCK <br />N <br />ELEV. 0'-0" <br />A.F.F. <br />d. 0• <br />e A <br />< . <br />•... ° a z <br />'4 ELEV. 4-3 1/2" <br />4. T<A . dO <br />a 2x4 CONA A.F.F. OILL.aae <br />•a v O <br />N <br />a GARAGE DEPTH VARIES "' a <br />- d . <br />d,.• 4 <br />GARAGE SLAB AT STEP rB <br />SCALE: 3/4"=V-0" S3 <br />5/8"OR 1/2" HIGH STRENGTH —/ <br />`-TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />(U.N.O.) (OR %" GYP. TYPE "X" @ <br />BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS <br />GARAGE W/A HABITABLE ROOM <br />EACH END (WHEN PARALLEL) <br />ABOVE) <br />SEE UPLIFT SCHEDULE FOR UPLIFT <br />S.P.F. DOUBLE <br />CONNECTIONS. <br />TOP PLATE <br />SIMPSON SP2 w/ <br />(12)10d NAILS <br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. <br />1/2" CDX PLYWOOD OR 7/16" O.S.B. <br />SHEATHING REQ'D. FOR ALL <br />2x BLOCKING HORIZONTALLY@ INTERVALS <br />EXTERIOR OR SHEAR WALLS AS <br />NOT EXCEEDING 10'-0" (R302.11) <br />INDICATED ON THE PLAN. ATTACH <br />SHEATHING W/ 8d COMMON NAILS @ <br />4" O.C. @ BOUNDARIES, 6" O.C. @ <br />NSULATION PER CHART ON FLOOR PLAN <br />EDGES, AND @ 12" O.C. @ FIELD <br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ <br />IMPSON SP1 w/ (10) 10d NAILS <br />2"°x3/16" PLATE WASHER (TYP.) <br />(ALT: 1/2"x12" TITEN HD @ 24" <br />2x P.T. BOTTOM PLATE <br />O.C. OR 5/8"x10' WEDGE ANCHOR <br />2" <br />@24"O.C.) 2 <br />WWF <br />WWF OR FIBERMESH <br />31/2" MIN. <br />II— III=1131/2"(min.)-4" <br />Ain.). <br />3 1/2"(I I1=I I a.LU•' f f 1 f�--�I- <br />�I� <br />-III-III 1J1-1� 1 1-II L II II' <br />(2) #5 CONT.1 I T <br />lI of Bee <br />U.N.O. -�T MIN. <br />TYPICAL BEARING WALL STEP SHEARWALL C <br />"SHEAR WALL" SCALE: 3/4"=V-0" n� <br />5/8"OR 1/2" HIGH STRENGTH � `—TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS <br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) <br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT <br />CONNECTIONS. <br />S.P.F. DOUBLE <br />TOP PLATE <br />SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. <br />(12) 10d NAILS U.N.O. <br />5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS <br />2"°0/16" PLATE WASHER (TYP.) NOT EXCEEDING 1U-0" (R302.11) <br />(ALT: 1/2"x12" TITEN HD @ 24" <br />O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN <br />@ 24" O.C.) <br />"SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS <br />IF NOTED, THIS REFERS TO THE <br />STEP, SIZE OF FOUNDATION AND <br />REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE <br />INCLUDE THE WALL 6 x 6 W1.4 x W1.4 <br />ATTACHMENTS 2" WWF OR FIBERMESH <br />3 1/2" MIN. ; <br />' D ° <br />b <br />3 112"(min.) - 4" =1 r_1 1 —I11- <br />-I <br />' =1 I I—J I I I I=1 I 1J 1=1 I I III —III I' <br />(2) #5 CONT. III— 14 ,I I=1 LI 14—III—I —I81=' <br />„ III I I , (,1I—I11 ITi „ <br />U.N.O. MIN. <br />TYPICAL BEARING WALL @ STEP CC <br />SCALE:3l4"=1'-0" S3 <br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING <br />NAILED W/ 8d COMMON NAILS @ 4" O/C <br />eGs <br />2x S.P.F. STUDS @ 16" O.C. <br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. <br />2x STUD <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x STUDS @ 16" O/C <br />INSULATION PER FBC AND ENERGY <br />0\&NN\�b S <br />8" C.M.U. <br />FORM SUBMITTED WITH PERMIT <br />,� <br />G°Ni�N <br />1 x P.T. STUD <br />(2) ROWS OF 2x BLOCKING @ THIRD POINTS <br />APPLICATION <br />f <br />#5 VERT. IN FILLED CELL <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />N <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />5/8"x6" "J" BOLTS BOLT <br />5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />3RD LAYER 1/8" THICK. <br />CONTINUOUS TO FOOTER BELOW 90 FiOOK DETAIL <br />@ 24" O.C. VERT. OR <br />PLATE WASHER TYPICAL <br />K.O. BLOCK <br />5/8" x 6" EPDXY BOLT OR <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD <br />(6) 1/4"x3 1/4" TAPCONS <br />SPACED EVENLY <br />6 x 6 W1.4 x W1.4 WWF OR <br />2X PT PLATE <br />20" MIN. LAP [24" MIN. LAP] <br />#5 REINFORCING <br />r <br />2x P.T. PLATE <br />FIBERMESH <br />WEEP SCREED INSTALLED <br />BAR <br />ASSUMED FINISHED <br />c <br />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING BAR <br />GRADE <br />D <br />' <br />z <br />#3 & #4 LAP SPLICE <br />GRADE 40 MIN. Fy= 40ksi <br />z <br />° u <br />�, _ — ° D <br />I <br />FINISH GRADE o0 <br />m <br />25" MIN. LAP [30" MIN. LAP] <br />(GRADE 60 MIN. Fy= 60ksi] <br />° <br />O0 6 MIL VAPOR BARRIER i <br />— — 0O <br />N Z T #5 REINFORCING BAR R 1 7/8" —� <br />D °D ITfT�I I I rl z D #5 LAP SPLICE <br />p ° — — — <br />' T�7 1— <br />T <br />g ° D D III-1 I I— —IT�—III— CV • D ° ' 3R" MIN I AP MIT' MIN I AP1 <br />COMP. SOIL. (COMPACTED TO — <br />_ 95% MODIFIED PROCTOR ASTM g4g,JI'M �T D 1557) ) , E � <br />4" V-4ee <br />I I Immmmmrj 1 I_, 11 11 7 Ti T— <br />I I I —III 11=1 I; 1 11=�I 11= <br />-TTTI�"j1TT-I-r_ <br />FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING <br />SCALE: 3/4"=V-0" " <br />SEE TYP. WALL SECTION FOR ADDITIONAL S3 SEE TYP WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0 <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />31/2" WWF OR FIBERMESH <br />min. 4" <br />GRADE <br />ao — — _I <br />.a 1�1 ICI ICI III I <br />_ I _ _ (1) #5 REBAR w/ OPT. <br />e I —I I —I I —I I —III 11—III— I =SCREEN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE C—L <br />SCALE:3/4"=V-0" S3 <br />EXPANSION JOINT <br />1 <br />a ;• <br />M r' <br />—I�IJI�11.,=1• <br />E. <br />SEE A/S3 OR J/S6 J -1 L I I ICI I I I I <br />F. <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1'4' (1 STORY) <br />V-8" (2 STORY) <br />GARAGE DOOR SLAB RECESS ri <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />BLOCK WALL BEYOND <br />O.H.D. RECESS <br />SLAB INFORMATION. <br />P.T. 2x 1/2" GYP. BD. <br />2„ HOLD GYP. BD. <br />1/2" FROM SLAB <br />0'-0" CONT. BEAD SEALANT <br />¢ <br />• INTERIOR <br />d. A ' <br />• ... ° 'Y w <br />:ONCRETE NAILS W 1 1/2 <br />MBEDMENT @ 12" O.C. <br />TAGGERED, FROM BOTTOM <br />LATE TO CONCRETE <br />FAIN. SHEAR 180# MIN. <br />ENSION 120#) CONCRETE SLAB <br />E _ <br />— <br />M 6 MIL VAPOR T —Tr <br />BARRIER <br />4" 4" <br />INTERIOR WALL SLAB STEP NON-BRG. <br />SCALE: 3/4"=1'-0" <br />2X STUDS @ 24" O.C. U.N.O. <br />GARAGE <br />1/2" GYPSUM WALLBOARD U.N.O. <br />W/ DRYWALL SCREWS @ 8"O.C. <br />INSULATION PER CHART <br />ON FLOOR PLAN <br />CONT. BEAD SEALANT <br />E �• <br />6x6W1.4xW1.4 vi ' <br />WWF OR FIBERMESH r, <br />d' <br />a <br />K <br />S3 <br />oiiwovwu .vw <br />2�"�"�'A�'1't1•��'1'I��'�'I��'�'It�'�'�'A�'�'���'t1l��:tll�tl �'I� <br />REINFORCING•1 HGOH <br />#6 LAP SPLICE <br />REBAR <br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN <br />10d NAILS TO TRUSS TOP CHORD <br />AT 24" O.C. MAX. <br />SEE PLAN FOR -ib, <br />TOP OF BEAM '9-/ <br />(2) HTS20 <br />MKS <br />2x4 P.T. <br />PLATE <br />7/16" <br />os.a. <br />COLUMN LOCATION <br />SEE DETAIL 16/D1 FOR <br />COLUMN TO PORCH SILL <br />ATTACHMENTS & 18/D1 <br />FOR COLUMN TO BEAM <br />ATTACHMENTS <br />FI <br />a <br />w <br />0 <br />w <br />U <br />a <br />U) <br />0- <br />w <br />w <br />V) <br />SEE ROOF PLAN <br />FOR TRUSS <br />CONNECTION INFO <br />& LAYOUT DESIGN <br />SEE ROOF PLAN <br />FOR STRUCTURAL <br />BEAM SIZE & <br />CONNECTION INFO <br />2x4 #2 SYP P.T. FRAMING w/ <br />MIN 7/16" O.S.B. SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />SEE PLAN FOR STRUCTURAL <br />COLUMN SIZE AND BASE <br />CONNECTION INFO. <br />SECURE 2x4 P.T. BTM. PLATE <br />w/ 1/4"x3" TAPCONS AT 8" <br />O.C. <br />TRIM PER PLAN <br />SQUARE CMU BLOCK BASE, <br />SIZE VARIES PER PLAN <br />w/ MIN. (2) #5 VERTICALS <br />FILLED SOLID (SEE PLAN FOR <br />SIZE AND REINFORCEMENT) <br />BRICK PAVERS or SLAB PER <br />COMMUNITY SPECS <br />NOTE: <br />SEE SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />SIMPSON SP1 w/ (10) <br />10d NAILS <br />2x P.T. PLATE <br />SPACE ANCHOR <br />BOLTS 6" MAX FROM <br />END OF 2" x PLATE <br />D <br />=I 1�1Tf-I ff <br />I ITI I ITTIIIII I I II I II 1 <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10'4" (R302.11) <br />1/2" GYP. WB (MIN.) @ GARAGE <br />SIDE IF APPLICABLE. <br />5/8"DIA. EXPANSION BOLT @24 " <br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR <br />3500#, MIN. TENSION 2600#) <br />6x6W1.4xW1.4 N _ <br />WWF OR FIBERMESH r, d <br />I — I I-11 I —I I I_ <br />II III—IIII—III—' r <br />(2) #5 CONT.— <br />ON 3" CHAIRS <br />8" 1'-4ee pee <br />(TYP.) O <br />TYPICAL INTERIOR BEARING <br />WALL w/ UPLIFT K"G <br />SCALE: 3/4"=V-0" S3 <br />1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 <br />S.G.D. (U.N.O.) WWF OR FIBERMESH <br />M e <br />— <br />.d d Ikll-1 .. T <br />ll, .1I1-LI I-L-I I III . M <br />co <br />J1r <br />I <br />SEE A/S3/J/S6-$I ,� ,� I8,1 <br />FOR REINF. INFO. <br />OPTION #1 <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />SLAB STEP & RECESS S.G.D. M <br />SCALE:3/4"=V-0" S3 <br />MASONRY WALL AND <br />PAD FOOTING <br />8" MASONRY WALL <br />CONT. FOOTING STEEL <br />z— <br />ooGRADE <br />1=1 I d <br />EXTEND FILL CELLS <br />TO FOUNDATION PAD _E <br />MAT REINFORCING. r ' <br />M <br />d d <br />p d' <br />d. <br />z�_ w o �_—I I I—III—i I I—i 1 w <br />0 0 • •. a• . =f I I=III-, z z <br />=f I— =� I FOOTING <br />I I I v <br />I' II l Il_TIT1�_Tf i I _ T�� BEYOND <br />PAD REINFORCEMENT 3" MIN. CLEARANCE <br />(SEE SCHEDULE) FOOTING WIDTH <br />SEE SCHEDULE <br />PATIO COLUMN FTG. DETAIL N <br />SCALE: N.T.S. S3 <br />AUG 2 4 2022 <br />v IRTUAL REbitW ASSIS <br />Virtual Review Assist, cnc. <br />Plans Review coirnplerr rt ;`,"�d <br />for compliance with the I- 3C <br />Edition by Debra Anne Klahr P <br />04 <br />i O `' N <br />j nl JLO <br />00 <br />-� w <br />=O <br />w <br />z <br />A'L 0 E <br />-0M 0 <br />i ,C <br />IInCh N <br />g M <br />` � <br />� O <br />2 LL O g 9 Q <br />Ui° <br />.N Lu a� N <br />Z <br />L Oo i`� Lm <br />7� <br />V v �1)a@ <br />LU W W <br />W W Q w 2 J 1< 9� O z l z <br />it LL UOO <br />Q Q <br />~ <br />U <br />J�O�CCen JO <br />:3 0QQZLLLLozmoo�¢Q <br />�W�WOZOWOomZZ U <br />(� <br />L <br />Z <br />_j0(L OZzLLpW0X_j <br />¢0WOg��—g602U < <br />0LL 0 CM <br />0 <br />i <br />O <br />Z <br />W <br />0F_ <br />( 5 ti <br />O <br />O <br />cM <br />Q U) M � <br />It <br />C L.L <br />cn <br />F—w0-M <br />�a2� <br />Z V <br />WZ� <br />W O <br />J <br />COD <br />N <br />04 <br />O <br />N <br />ti <br />N <br />O <br />O <br />,c <br />O <br />CEO <br />M <br />N <br />0 <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />N <br />N <br />N <br />OO <br />� <br />00 <br />M <br />H <br />O <br />N <br />4 <br />C <br />O <br />O,�//�� <br />�.1 ♦>1 <br />N <br />O <br />O <br />N <br />O <br />m <br />O <br />O <br />LO <br />O <br />CD <br />O <br />Ili- <br />V_ <br />I <br />1 <br />c <br />00 <br />VJ <br />Z Z <br />O <br />O <br />_ <br />owv) <br />LU <br />4-0 <br />0 <br />0 <br />F- <br />O a <br />earl <br />/� <br />�I / <br />O <br />a. � 3 <br />w I— <br />Z <br />Q <br />=m=Z <br />OZ�w <br />N <br />w <br />5.mzm <br />M <br />CL <br />Z Z D- <br />(V <br />w [V <br />O <br />-3 2 z <br />�— <br />Q <br />VU)zm <br />z <br />Z <br />a o <br />U <br />LL <br />� <br />� <br />OU <br />o <br />m <br />Z <br />z <br />w <br />J <br />W <br />" <br />O <br />o <br />N <br />LAST PLOT DATE <br />Apr. 26, 22 <br />O <br />STRUCTURAL <br />—! <br />DETAILS -MONO <br />