36006 Stable Wilk Ave - Laserfiche WebLink

Browse Search

5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING T 5/8"OR 1/2" HIGH STRENGTH RUSS BOTTOM CHORD OR 2x4 BLOCKING W/ GARAGE W/A HABITABLE ROOM W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE ")" @ 2-16d TOE NAILS @ EACH END ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW WHEN TRUSS ALIGNED WITH STUD BELOW 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE USP SPT24 TOP PLATE 3/8" MORTAR BETWEEN COURSES (1) ROW 2x BLOCKING @ MID CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR U.N.O. _ @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". @ 3rd PTS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" 0/C & c 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD @ 6" MAX FROM END OF 2 x PLATE SLAB &BLOCK SP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR (2) #5 CONT. ON 3" `�" 2"°x3/16" PLATE WASHER TYP. (1) LAYER TYPE II (#30) 6 x 6 W1.4 x W1.4 _ _ 2"°x3/16" PLATE WASHER (TYP.) (TYP.) UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH " " ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE dK Q.C. OR 5/8"x10' WEDGE ANCHOR O.C. OR 5/8"x10' WEDGE ANCHOR PITCH >4:12 0 ° " " (2) LAYERS TYPE I OR TYPE II ° 4 . A.F.F. @ 24 O.C.) 2" x W ' x @ 24 O.C.) 2 6 x 6 W1.4 x ER (#15 OR #30) UNDERLAYMENT _ WWF OR FIBERMESH WWF OR FIBERMESH r e _ b ° ° a �31/2"MIN. 31/2"MIN. FOR ROOF PITCH 4:12 OR LESS. I ° ° ° ' 4 Q _ . ELEV. -0'-31/2''� l FOR UNDERLAYMENT 'T o ' a ° ° a A F F—_ REQUIREMENTS SEE R905. ' ° a °4 2x4 CONT. ° . O ° ° PRE ENGINEERED WOOD ° ° ' . ° ° '� ° " " " TRUSS @ 24" O.C. U.N.O. I I ° ° .�...° g. ° ° a N o o ° • —i 1/2 (min.)- 4 r,TIT-.—.4o ° : "OF — 1/2 (min.)- 412HURRICANE ANCHOR @EACH —I . • ° 4 31/2"(min. - =4 31/2"(min. - 4"(NP•) VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8"GARAGE DEPTH VARIES METAL PL. UNDER EA. TRUSS ° . �MOISTURE BARRIER TYPICAL INTERIOR BEARING oNT. "'"8" (2) #5 CONT. 4" '-4 INSU ION LE SHINGLE ROOF U.N.O. MIN. U.N.O. MIN. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEPrcC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. 141, 518" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING GYP. TYPE "X" @ GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM \12-N.O. 2x SUB FASCIA 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. �vM�N�Ms SCREWS @ 7 O.C. SHEET LOAD BEARING OR�N (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS 8" C.M.U. (2) ROWS OF 2x BLOCKING @ (2) EXTERIOR WALL THIRD POINTS 2x STUDS @ 16" O/C NOTE: FOR WALL HGT. s 8'-6". 8"x8"X16" KNOCK -OUT 1 "x P.T. STUD ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd PTS INSULATION PER BLOCK W/ 1#5 CONT. ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL SIDE IF APPLICABLE, 1x2 P.T. HORIZONTAL " 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" " USP SPT22 CONNECTOR NAILER 8 C.M.U. TYPICAL BOLT INFO. PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK 5/8"" EXPANSION BOLT @24 " O.C. IF NO UP LIFT ON @ 24 O.C. VERT. OR 2x P.T. PLATE ( SP SPT22 @ EA. STUD W/ 7" EMBEDMENT (MIN. SHEAR STD. 90' HOOK (SEE DETAIL) WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ TYPE "S" MORTAR " 3500#, MIN. TENSION 2600# USP SPT22 TYP. SPACED EVENLYCONS 2X P.T. PLATE J SPACE ANCHOR ) 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] E FIBERMESH #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 2x P.T. PLATE WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH r ARCHITECTURAL r ASSUMED FINISHED E PER MANUF. #3 OR #4 REINFORCING BAR W ° ° � FINISH • . 1x2 PT WD FURRING @ 24" O.C. ' GRADE �, ° • :° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a e > _ 1 #5 VERT. IN FILL z r, ° o FINISH GRADE 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] Na C 1/2" GYPSUM WALLBOARD () MONO OR STEMWALL — — T ° CELLS(SEE FOOTING MONO SHOWN ° p o � I = ,� W — U.N.O. FOUNDATION PLAN FOR CLARITY o R D °D 6 MIL VAPOR BARRIER I ;. ° #5 REINFORCING BAR R 1 7/8 `) I=1 I=I I=I I=I I=I=� ) FOR LOCATIONS) ° P ° ° Iv Z 1x4 P.T. BASE NAILER ° I I 1-I I I -I I El I I -I I I -I I E i ° ' #5 LAP SPLICE (2) #5 CONT. -I " 4"1 INSPECTION �: ,D ° ;. I=I I -I I I -III -I I I -I I I-i 1 2 • ON 3" CHAIRS NOTE: _ _ 36" MIN. LAP [36" MIN. LAP] 8" 1'-4" 8" PORT AT EACH g III=III=III—III=III=III- i.I COMP. SOIL. (COMPACTED TO ° (TYP.) 31/4 BASEBOARD FILLED CELL TYPICAL FOR BEARING WALL I=III=III=III=III=1 I I I I T 95% MODIFIED PROCTOR ASTM I 10, W/ UPLIFT ONLY _ _ MIN. 2500 PSI CONIC. SLAB AT GARAGE CONTRACTOR l-1=1 1=III=1(1=1 1=1 1=III=I I 1=1 I 1=I 1=1 I 1=1 I I=1 I=III I D1557) N #6 REINFORCING BAR #5 STD. 90 HOOK MIN PSI MAY VARY PER n -' "-I- I=ITI-III=ITI-I I=I I- = 1=ITI= = = I- 4" 1-4 #6 LAP SPLICE TYPICAL INTERIOR BEARING TO CUT BLOCK ORPOUR —III-III_-1 I -III —III —III —I I 1=III-III-1 I= MUNICIPALITY. CURB DUE TO SLOPE "'—"—"'— CONCRETESLABW/6X6 n- NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/ UPLIFT G Wl AXW1.4 WWF OR = DECO FINISH 4" to 6" SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SCALE: N.T.S. SCALE: 3/4"=1'-0" S3 FIBERMESH BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL S3 S3 S3 c SLAB INFORMATION. SLAB INFORMATION. z 1 10 RECESS FOR 6 x 6 W1.4 x W1.4 � y `• ` ° � oo � 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ 3 SEE PLAN VARI = ' () SEE ROOF PLAN S.G.D. U.N.O. WWF OR FIBERMESH 3112" WWF OR FIBERMESH (U.N.O.) c� 6 MIL VAPOR z min. 4" FOR TRUSS r) 10d NAILS TO TRUSS TOP CHORD BARRIER i C �r / ° " v GRADE SEE PLAN FOR T 24" O.C. MAX. CONNECTION INFO' ° • � • • r c0 * & LAYOUT DESIGN COMP. SOIL. ° , I TOP OF BEAM .7t (COMPACTED TO 95% ` 1) #5 REBAR w/ OPT. SEE ROOF PLAN c a: ° v a " MODIFIED PROCTOR NCLOSURE - __ e ASTM D1557) - I BEAM SIZEC& STRUCTURAL E 1 a d ' 3" MIN. CLR. N � ' (2) #5 REBAR CONT. 4 LAB. I. CONNECTION INFO M ON 3" CHAIRS TYP. 4" V-4" STD. 90 HOOK (SEE MIN. FRAMING • g 7/18' I I O.S.B. U.N.O. DETAIL) I MIN 7/1 O S B. SHEAITHING SEE A/S3/J/S6 8" TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL COLUMN LOCATION z ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" =1'-0" S3 SCALE: 3l4"=1'-0" S3 w SCHEDULE OPTION #1 1/2" GYP. BD. SEE TYP. WALL SECTION FOR ADDITIONAL P.T. Zx — > � SLAB INFORMATION. 2" HOLD GYP. BD. Uj w SLAB STEP & RECESS S.G.D. rM 1/2" FROM SLAB o OPT: DEPRESS SLAB 5 DEEP 0f-O" 0 CONT. BEAD SEALANT SEE FLOOR PLAN FOR AND 6" BEYOND DOOR TO -' SCALE: 3/4"=1'-0" S3 BLOCK WALL BEYOND a $BASECONNECTIONNNFIOE RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND INTERIOR 2X STUDS @ 24" O.C. U.N.O. CONCRETE SLAB EXPANSION JOINT a ° _31/2" SECURE 2x4 P.T. BTM. PLATE 14 O.H.D. RECESS = 13 O.H.D. RECESS € ° b GARAGE w/ 1/4"x3' TAPCONS AT 8" MASONRY WALL AND PAD FOOTING PAVERS "' 1/2" GYPSUM WALLBOARD U.N.O. O.C. 8" MASONRY WALL f C CONCRETE NAILS W 1 O.C.W/ DRYWALL SCREWS @ 8-O.C. EXTEND FILL CELLS c EMBEDMENT @ 12" . TRIM PER PLAN TO FOUNDATION PAD _ • •' ` . - STAGGERED, FROM BOTTOM INSULATION PER CHART CONT. FOOTING STEEL MAT REINFORCING. N _ M ?' PLATE TO CONCRETE " ON FLOOR PLAN • `v . ' : ;. a (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT = SQUARE CMU BLOCK BASE, = z • — 9 qt SIZE VARIES PER PLAN GRAD a a '; -• :. 4" I ;0 TENSION 120#) CONCRETE SLAB E _ _ _ I 4 _ 6 x 6 W1.4 x W1.4 c=�wi M w/ MIN. (2) #5 VERTICALS W —1 I a -III-1 WWF OR FIBERMESH c,, t-. w I —I I —I III=1 I I= =III w • - ':. •..:`' IM: = FILLED SOLID z = � a•a. ''w w_BRICK PAVERS or SLAB PER `L _ — • • °• z ° o o =1 I-1 —_ _- COMMUNITY SPECS L` W.0 ° _ — "> z °� • M 6 MIL VAPOR - li'- —ham _ _ _ _ _ = 0'-0" FIN. FLR.A _ _ — SEE AlS3 OR J/S6 SEE A/S3 OR J/S6 "- _ I I I (i I_— I =I -' I I=I � I I E I I I I I FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3 MIN. CLEARANCE BARRIER III—III=1 I 1=1 1=1 I 1=1 1=1 I I (� I— =III —I III=1 = — ' DOTING v =1I I —I I Ell EI I I—III=1I I— I I-i_: __I=1 I III=1 1=' BEYOND 1-4 1 ST R I Ii 1 1I 11 F �I I I PAD REINFORCEMENT-)—� 1' " (1 STOR / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) " ( Y 3" MIN. CLEARANCE 1' 8" (2 STOR 1-8' 2 ST R - FOOTING WIDTH 2 � 4" 4" • ••'+ ' '�• SEE FOUNDATMN (SEE SCHEDULE) .' . . .�. CONIC. PAD MFO. r SEE SCHEDULE GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD1 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE: a11'-1'-0• ADDITIONAL INFORMATION. ADDIT}ONAL INFORMATION. SCALE: N.T.S. S3 0 V U-3 z Cl) — o z `O z Q a U, Z �--� w � p •V — O w r o M � U m rn aD M w — 8 W r E moo" O go N Ua°�i .L.. LL 00 ca Sao Qrn �iQo A, N.0 B«D.0 PIP 0 »-v��. ti WIN! dui aN Lle .0 `.f. ) r •' °+ . o ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z cV0 0 CU N > (n M O M Q 'v Ln CL ^ 1%_ 00 Z � W J� d' 3� �o za f� C0 U�o� U Q�z W 2:-1 Lis ri NIN _j ZZB T V, Q Qo rl fz z 'p 06 - 9 fu rt) z Q) > 0 s U (� _� Q z f r o� Z N oiZo J ,�i wZ Li.! LL o Irv)Q Z as W� z tu Cy Z O� QQ w O a z T--1 a N f SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. S3 (MONO)