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USP LSTA24 STRAP W/ 8-10d x 11/2' NAILS TO STUD 4 8-10d x 1 1/2' TO BAND JOIST 0 EA. STUD SEE J OR JJ ON 56 'S' = NAIL FOR ADDITIONAL (2) S.P.F. CON5T. GRADE TOP PLATE 3/8 SPACING 3/8 2ND FLOOR INFO I/8' RIM BOARD CONT. IN ' NOTE: EXTEND SHEATHING TO SPLICE MIN. 48' APART ' 2nd FLOOR WALL BOTTOM OF BEAM OR GIRDER 1177 SPLICED BETWEEN JOISTS— 3/4v I/2, I� 1/2 -----------------Tfl--- TT rr 2'x BOT. PLATE W/ n n I n I l F m I n n u a o 0 0 -- b o b (2) 10d ® 6' O.C, AIL 1 1/5' RIM BOARD TO 11 I I II II 111 I II II II BEAM/GIRDER FLOOR JOIST kfl: JOIST END W/ ad NAILS, ONE SEE PLAN 0 TOP 4 BOTTOM FLANGE " " ' " III G Ill I II a II SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING u n I u m m I B B u 1 u I u III OPENING m n n u n n n 1 BI m n I B u ®NAIL AT BASE 2 ROWS 0 4' O.G. W/ ad COMMON NAIL u u n 1 w C w n I n n n B II ®NAIL AT TOP PLATE TWO ROWS w 4' O.C. W/ ad COMMON NAIL .s �' II II II I III III ii II 11 I USP WTA20 g 24' O.G. III 111 III. I ©NAIL OPENING PERIMETER 3' O.G. W/ ad COMMON NAIL RIM BOARD TO FOR DOUBLE ROW u u n B m- I— - —Ir - m n u u 1 FLOOR MASONRY WALL BELOW. C u u n u m I I ° BI a II " I ©NAfL INT. '� 6' D.G. W/ ad COMMON NAIL NAILING AT TOP PLATE u u n n rn I I u m u B n I TRUSS/JOIST I I rj�p 4 (3) ROWS ad 9 6' O.G. il = = IL = =1L = —II m I 1 u m u n n I ®STAGGER ALL VERT. JOINTS NAIL 4' O.G. FLOOR SYSTEM "' I' ° III B B n I W/ ad COMMON NAIL MASONRY LINTEL AT RIM BOARD _ _ _ _ _ _ _ _ _ IL _ _ _ w _ _ Ill _ _ IL _ -I - JI_ _ 1 COURSE (E)NO SPLICE m HEADER - NAIL SHEATHING TO +15/32' MIN. PLYWOOD HEADER W/ ad COMMON NAIL 6 4' O.C. OR 1/16' 055 SHEATHING 2x4 P.T. BASE PLATE 2ND FLOOR FR>41" IE CONNECT10N1 ,4 FLOOR CONNECTION (FLOOR J015T) WALL 5HEATkNG INFALL. 4 NAILING 5C�4ED. C SEE TYP. 2-5TORY WALL SECTION SCALE: N.T.S. 0 6 MASONRY 15T FLR SCALE: 3/4'=1'-0' S(O SCALE: N.T.S. CJ� FOR ADDITIONAL INFORMATION. SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. REFER TO UNDERLAYMENT TABLE ON SHEET SNI USP LSTA24 STRAP W/ 8-10d x 1 1/2' BU•C. FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE: NAILS TO STUD 4 8-10d x 1 1/2' TO 2x STUDS a 16' O.C. (2) LAYERS FOR 2:12 < SLOPE < 4.12 BAND JOIST a EA. STUD 2'x BOT. PLATE W/ ATTACHED WALL SHEATHING PROVIDE CONTINUOUS 8 - 10d NAILS TO 12 (1) LAYER FOR SLOPE >- 4:12 2nd FLOOR WALL (2)10d 6W O.C. CONTINUOUS TO BOTTOM BLOCKING FROM B.U.C. STUD PER STRAP PRE ENGINEERED WOOD TRUSS 9 24' O.C. MAX. C TO MASONRY BELOW ROOF COVERING 2'x BOT. PLATE W/ BAND JOIST 22 ROWS STAGGERED INSULATION HURRICANE ANCHOR e EACH TRUSS (2) 10d fit 6' O.C. FLOOR SYSTEM BAFFLE i/16' O.S.B. MIN. (FOR SHINGLE) OR 19/32' 058 (FOR TILE) SEE ROOF 2x4 RIBBONS, EACH W/ 4-16d INSTALLATION NAILING SCHEDULE ON SHT. SNI PER CHART ALUMINUM DRIP EDGE NAILS INTO EA. FLOOR TRUSS ON SHEET 53 NOTES: • USE ALUMINUM FASCIA *USP MP4F 6 24 oz. MP4F 4 EXTEND MSTAM 36 HEADER SUPPORT NO. OF JACKS 4 STUDS REQ AT OPENINGS OPENING 2' x 4' WALL JACKS 2' x W WALL STRAPS SIZE STUDS JACKS ISTUDS (UN.O. ON PLAN) EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) USP LSTA30 4'-9' (2) (3) (2) (2) (1) USP LSTA30 V-16' (3) (3) (2) (3) (2) USP LSTA30 5/8' OR 1/2' HIGH STRENGTH CEILING BOARD PER �2x SUB FASCIA w/ 12-5d NAILS SHEATHING TO USP HTA20 m EA. TRUSS CODE W/ 1 3/8' DRYWALL NAILS OR DRYWALL BOTTOM OF RIM W/ 9 - IOd x 1 1/2' NAILS SEE FLOOR PLAN NOTES FOR SCREWS i' O.G. CEILING 4 8' O.G. WALLS 12' VENTILATED SOFFIT a BOARD/BAND PRE-ENGINEERED INTO FLOOR TRUSS 4 MIN. 4 REQUIRED CONNECTION ATTACHED WALL SHEATHING TO JOIST FOR FLOOR TRUSSES EMBEDMENT IN KO BLOCK 1/2' GYP WB (2) TOP PLATE W/ ad m 4' O.C, 2 ROWS 15t FLOOR WALL SHEAR WALL I DOUBLE 2x S.P.F. *2 TOP PLATE 1x2 NAILER ONLY. (5)1/4' X 2 1/4' TAPCONS MASONRY WALL2-ROWS 12d NAILS 15/32' MIN. PLYWOOD OR 7/16' OSB USP LSTA24 STRAP w/ 8-10d x 1 1/2' NAILS TO MASONRY WALL PER STRAP �`p� STAGGERED 0 12' O.G. EACH TO STUD 4 8-IOd x 1 1/2' TO BAND JOIST FACE OR 3-ROWS 12d NAILS SHEATHING NAILED W/ 8d COMMON 2x BLOCKING g EA. WALL SHEATHING JOINT 41 STAGGERED 12' O.G. FOR NAILS 0 4' EA SCUD 2'XIO' OR GREATER HEADER IV O.C. 2x S.F.F. 02 STUDS FEED (UN.0)C EDGES, AND 6' O.G. �LooR coNN CTIoN (FLOOR TRU55� WOOD �� 1�I 50NR�' 2x CRIPPLES 2x BOTTOM PLATE W/ (2) 10d a 6 O.C. n i/S' CEMENTITIOUS FINISH PER A5TM G. 2ND FLOOR i�4M CONNECTION CONNECTION W1 M5TAM3& LL n IV O.G. W/ (2) 3/4' PLYWOOD DECKING GLUED AND NAILED W/ 926 APPLY 3 LAYERS W/ TOTAL m WOOD 1ST FLR SCALE: N.T.S. m MASONRY 1ST FLR SCALE: 3/4'=1'-O' 0 SEE TYP. 2-STORY WALL SECTION FOR SCALE: N.T.S. (J' 12d TOENAILS 10d COMMON 9 6' O.G. EDGES AND 12' O.C. FIELD �I` THICKNESS 1/8' OVER METAL LATH. UPLIFT CAP = 1328 PLF SEE TYP. 2-STORY WALL SECTION ADDITIONAL INFORMATION. T/B �; FIRST 2 LAYERS 3/8' THICK EACH. 3RD SHEAR CAP = 355 PLF FOR ADDITIONAL INFORMATION. 1/2' GYP. WB OR 3/8' PLYWOOD/ TYPE 2-M-W OSB u LAYER 1/8' THICK (SEE NOTES IN (DRAFTSTOPPING) TO BE NAILED W/Sd COMMON 9 "' SECTION 4.4 SHEET 5N FOR SEE TYP. 2-5TORY WALL SECTION FOR ADDITIONAL INFORMATION. (2) 2x HEADER SEE PLAN 6' O.C. TO ONE SIDE OF THE FLOOR TRUSS FOR AN ADDITIONAL INFO.) AREA :5l000 SQ. FT. OF FLOOR AREA 4 SEALED IOd NAILS 5� INTERIOR HEADER PENETRATION AREA W/ FOAM. DRAFTSTOPPING - INSULATION PER CHART ON SHEET 53 (1) 2x SILL PLATE W/ (2) - � 8' O.C. TYP. BOX 12d TOENAILS. SHALL DIVIDE THE CONGEALED SPACE INTO HEADER APPROX. EQUAL AREAS. rB R SEE J OR JJ ON 56 FOR FLOOR JOIST 2x JACKS (SEE EXTERIOR HEADERS S6 S6 ADDITIONAL 2ND FLOOR INFO ONLY TABLE ABOVE) lll 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING FLOOR J0I5T/FLOOR FELT PAPER OR TJI BLOCKING AT 24' O.C. RIM BOARD LARGER THAN 4 ft (2) 2x TRUSS, SEE PLAN o METAL SEAT PLATE MAX. AND At EACH CORNER SILL PLATE W/ MP3 (UNDER COMER SCUDS) W/ SCRAP CLIPS EACH SIDE NOTE: LAP SHEATHING TO (2) 12d TOENAILS T/B 1 1/8' RIM BOARD CONT. BOTTOB2x STUDS (SEE M OF AND O JIST TYPICAL 1/2' HIGH STRENGTH OR 5/8' GYP WB (OR SPACER TABLE ABOVE) 5/8' GYP. TYPE ' X' o GARAGE ONLY) W/ WEEP SCREED INSTALLED PER AIL 1 1/8' RIM BOARD TO BLOCKS DETAIL (FLOOR J015T) o MANUF. 4 FRG SECTION R103.12.1 FLOOR JOIST P.T. BOT. PLATE 1 3/8' DRYWALL NAILS OR DRYWALL SEE PLAN JOIST END W/ ad NAILS, ONE Q SCALE: I I/2'=1'-0' SCREWS 'I' O.G. CEILING 4 8' O.G. WALLS STD.130° HOOK (SEE DETAIL) 6 TOP 4 BOTTOM FLANGE S� oo oo,P FLOOR TRUSS / 1/2' GYP WB 8'x8'X16' CONC. KNOCKOUT BLK W/1*5 ,><,� BEAM ROD CONT. FILLED SOLID W/GROUT INSTALLATION PER CHART ON SHEET SIN 8' C.M.U. TYPICAL ` . TRUSS USP HTA20 6 24' O.C. RIM BOARD TO C FOR DOUBLE ROW 2x4 RIBBON5 MASONRY WALL BELOW. I I NAILING AT TOP PLATE SEE PLAN FOR REQUIRED ARCHITECTURAL c.)(o 4 (3) ROWS Sd 0 6' O.C, FINISH MASONRY LINTEL AT RIM BOARD 'T' CORNER STRAP CONNECTIONS 11 (1) * , VERT. IN FILL CELLS COURSE (SEE FOUNDATION PLAN Ti'�Ic�TL 'IT" AND 4 NOTES) DETAIL (L00R TRU55) O LOAD 5E,4RINC3/EXTERIOR FRAME Ix WE) FURRING 9 24' O.C. IL a 4'x4' INSPECTION PORT AT 2ND FLOOR FRAME CONNECTION (FLOOR J01St) � CORNER DETAILS � WALL HEADER DETAIL 1„1 BASEBOARD - EACH FILL CELL TYPICAL Iq PARALLEL TO MASONRY WALL SCALE: 3/4'=1'-0' S(O SCALE: N.T.S. SCALE: 1 1/2'=I'-O' Sip Sro MIN. 2500 PSI CONC. SLAB SEE TYP. 2-STORY WALL SECTION MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH FOR ADDITIONAL INFORMATION, v MUNICIPALITY 4'to 6' BELOW GRADE SEE SHT S3 FOR SHEATHING NAAILED W/Oad COMMON STUD SPACING SCHEDULE a — a _ d INSULATION CHART NAILS 4' O.G. EDGES, AND 6' O.C. ° d NOTE: ROOF UN BRACED NOMINAL SHEATHING TOP/BTTM m _ ° FINISH GRADE SEE SHEATHING (2) ROWS OF 2x BLOCKING FIELD (UN.0) ROOF TYPE STUD SIZE & SPACING _ _ 2x4 PANEL BLOCKING 48' O.C. SEE TYPICAL WALL SPECS ON FLOOR THIRD POINTS 2x STUDS 16' O.C. SPAN (ft) WALL HEIGHT TYPE PLATES 6 MIL VAPOR BARRIER III —I III ° I — SECTION C/S3 FOR '1/8 STUCCO FINISH PER ASTM C. 926 SHGL. OR TILE 35 UP TO 8'- 2" 2x4 SPF#2 @ 16" OC OSB SEE J/S6 ° FOR THE FIRST 8'-0' OF END ADDITIONAL INFORMATION 6x6 W1.4xW1.4 WWF I —III III III a III —III— - ? WALL FROM EA. END. (TYP.) TOP 4 I/2 GYP. WB. MIN. 5/8 DIA. x 10 J BOLT W/ 8 APPLY 3 LAYERS W/ TOTAL THICKNESS OR FIBERMESH I �—III— I I —I — - CxARAGE SIDE IF EMBEDMENT a 24' O.C. W/ 2'DIA.X SHINGLE 45 OVER 8'- 2" TO 9' - 2" 2x4 SYP#1 @ 16" OC PLYWOOD SYP#1 I III III III —III- BOTTOM CHORD ATTACHED W/ (2) 2ND FLOOR FRAMING - SEE (1) ROW OF 2x BLOCKING ® MID APPLICABLE 1/8 OVER METAL LATH. FIRST 2 LAYERS _ _% 16d TOE NAILS SECTION J/56 3/16 PLATE WASHER TYPICAL GLEAN POISONED 4 COMP. 501E I=1 I I I HGT. FOR WALL HGT. < 8'-6'. (2) 3/8' THICK EACH. 3RD LAYER 1/8' THICK _ __ _ DECKING 5/8'DIA.� EXPANSION BOLT W/ (MIN. SHEAR 35000 MIN. TENSION (COMPACTED TO 13 �% MODIFIED I .III III=III=III=III=1 - ' ROWS of 2x BLOCKING g 3rd (SEE NOTES IN SECTION 4.4 SHEET 5N FOR NOTES: I . I- STD. 90° HOOK ATTACHED WALL SHEATHING � 7' EMBEDMENT � 24' O.C. 2600".) PROCTOR ASTM D1551) (SEE DETAIL) To BOTTOM PLATE/CHORD W/ ad PTS FOR WALL HGT. > 8 -6 W/ 2'Ox 3/16' PLATE WASHER ADDITIONAL INFO.) 1) OSB SHALL BE 7/16" APA RATED EXPOSURE 1 (MI N. E = 275,570 PSI) (3) * 5 REBAR ON 3' CHAI - ' 4' O.C., 2 ROWS STAGGERED USP 5PT22 6 EA. STUD TYPICAL. (MIN. SHEAR 35000 2500 P51 CONCRETE MIN. U5P SPT22 m EA. STUD W/ 3' MIN. CLEARANCE 2x STUDS 16' O.G. MIN. TENSION 2600!) SLAB W/ 6x6 W1.4xW1.4 WWF OR 2x P.T. PLATE 2) PLYWOOD SHALL BE 15/32" APA RATED STRUCTURAL 1-EXPOSURE 1 (E=1,$00,000 PSI) `r FIBERMESH WEEP SCREED INSTALLED PER MANUF. 3) STUD TO BE SYP#1 OR BETTER FOR WALL HEIGHT OVER 8'- 2" �� 2 -5T0R�' BULL SECTION J 2x P.T. PLATE 6x6 Wi.4 x W1.4 4 FRG SECTION R70 .72.1 FLOOR TRUSS FLOOR TRUSS SEE FRAMING PLAN WWF OR FIBERMESH ° _ 4) DEFLECTION LIMIT FOR STUDS WITH PLASTER OR STUCCO FINISH IS L/360 / SEE FRAMING p ° cv D SCALE: 3/4'=1'-0' Ski PLAN — — ` o - -a — — — —D — — —\/\ \/ ` FINISH GRADE 2x4 GROSS BRACE 48' USP HTA20 m 24' O.C. W/ 6 MIL VAPOR i \ 10-10d X 1 1/2' NAILS INTO BARRIER 6 MIL VAPOR\\ \�� O.C. FOR THE 1ST 2 0 of I I \� \ \ /� BARRIER END WALL W/ (2)IOdx3' 9 EA. BLOCKING TRUSS 4 MIN. 4 /��/��/ (3) 05 CONT. ON 3' \\�� END INTO 2x4 BLOCKING EMBEDMENT IN GONG. CHAIR W/ V MIN ' CLEARANCE (3) 05 REBAR ON 3' CHAIR , W/ V MIN. CLEARANCE - 2ND FLOOR FRAME CONNECTION (FLOOR TRU55) INTERIOR 2 -5TORY FRAME 5ECTION 4LTERN,4TE FOOT INCH � PARALLEL to MASONRY WALL SCALE: 3/4'=1'-O' S(O SEE TYP. 2-STORY WALL SECTION SCALE: 3/4'=1'-O' 0 @ WOOD 1ST FLR SCALE: 3/4'=1'-O' S� SEE TYP. 2-5TORY WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. FOR ADDITIONAL INFORMATION. DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineenng.com CA 25948 O O N Z Lu O? Zt� ) Q aWUCe Zla—a0- ��Q00 Z I— W c~i� z� w J O O t0 U x F— Lu W UJ V) O V) � J Q I C0 V) Lu Q � m m O 0 U U Q Z Z CO O � 12 V) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = IGBMPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =30.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. ©2019 LEN NAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LEN NAR CORPORATION. ©2019 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CUENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION CROS rREFERENCETABLE VERSION..O. 1.03 / 0.2 11 119, h t _. GV Lu O m J Z O :.i w = U W U' yZ N vJi� W wm _1 }00 W :D* >_* w:* Z Q LL1 = Ld LLI ow_C� W ❑ ❑ SHEET TITLE: TYPICAL 2-STORY SECTIONS & DETAILS (MONO) SHEET INFORMATION: JOB NO.: 390445 DATE ISSUED: 04.04,19 DRAWN BY: LF REVIEWED BY: TH S6 S