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— __L_11 11 — — — — — — — I (1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH >4:12 (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED HURRICANE ANCHOR @ EACH TRUSS WOOD TRUSS @ 24" O.C. MAX. ZZ7 —SHINGLE ROOF FOR UNDERLAYMENT INSULATION— SHINGLE ROOF REQUIREMENTS SEE R905. BAFFLE 15/32" CDX PLYWOOD OR 7/16" O.S,B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOO PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 13/8" DRYWALL SEE SOFFIT SHEET NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" DOUBLE 2x S.P.F. TOP PLATE O,C., 2 ROWS 1x2 NAILER PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO Uj LU 16" O.C. 2X S.P.F. STUDS 0 U) W/ (4) 16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD _j LU 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od D W LAYER 1/8" THICK. U_ COMMON @ 6" O/C EDGES AND 12" O.C. FIELD ION ER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TOONE SIDE OF THE FLOOR TRUSS FORAN AREA 1000SG, B �R < FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEA�� ,�6 S6 SPACE INTO APPROX. EQUAL AREAS. A,�V FLOOR SYSTEM ETAL SEAT ER PLAN OR FELT 'Al PAPER FOR MOISTURE BARRIER E �ER77 OR 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL ',�FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) ce) Q (LU) 4"x4" INSPECTION PORT AT _j CL EACH FILL CELL TYPICAL Lij U) 1x WD FURRING @ 24" O.C. CL AT GARAGE CONTRACTOR BASEBOARD TO CUT BLOCK OR POUR MIN, 2500 PSI CONC, SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE 00 4. A FINISH GRADE co I=_flT___Tm Cy 4 6x6 W1.4xW-I 4 1 EI I —I I F WWF OR F1 BERMESA'' c) �`A �—STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) WIT' MIN. CLEARANCE .TYP 2-STORY WALL SECTION ('j SCALE: 3/4"=V-0" � S6 USP LSTA24 STRAP W/ 8-1 Od x 11/2" NAILS TO STUD FEND SHEATHING TO )F BEAM OR GIRDER �TE W/ I O.C. )OR TRUSS/JOIST 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. USP LSTA24 STRAP W/ 8-1 Od x 1-112" NAILS TO STUD & 8-10d x 1-1/2" TO BAND JOIST @ EA. STUD 2nd FLOOR WALL----- BAND JOIST 'USP MP4F @ 24" o.c. w/ 12-8d NAILS 1st FLOOR WALL SCALE: N.T.S. 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: * USE MP4F & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. USP LSTA24 STRAP w/ 8-10d x 1 1/2" NAILS TO STUD & 8-1 Od x 1 1/2" TO BAND JOIST @ EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SPACER BLOCKS A- "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. �6 2"x4" PANEL BLOCKING @ 48" O/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP.) TOP & BOTTOM CHORD ATTACHED W/ (2) 2ND FLOOR FRAMING - SEE 16d TOE NAILS SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W1 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING ---WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" O/C FOR THE 1 ST Z-O" OF USP HTA20 @ 24" O.C. W/ 10-1 Od X 1 1/2" NAILS INTO END WALL W/ (2)1 Odx3" @ EA. r7kin IKITn ')"�All PI BLOCKING TRUSS& MIN. 4" EMBEDMENT IN CONC. 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. zx -.)I U U'D p I 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSE FLOOR CONNECTION TTACHED WALL SHEATHING ONTINUOUS TO BOTTOM RIBBON // 8d @ 4" O.C., 2 ROWS STAGGERED <4 RIBBONS, EACH W/ 4-16d AILS INTO EA, FLOOR TRUSS 1EEP SCREED ISTALLED PER. MANUF. SP HTA20 @ EA. TRUSS // 10 - 1 Od x 1 1/2" NAILS INTO FLOOR RUSS & MIN. 4" EMBEDMENT IN �O BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION, RIBBONS —DETAIL (FLOOR TRUSS) ( O� SCALE: 1 1/2"=V-0" _Qs_�) NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID SEE SHEATHING SPECS ON FLOOR �1/2" GYP. W.B. MIN, @ GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. < 8'-6!'. (2) x 10" "1" BOLT W/ I" ROWS OF 2x BLOCKI?1iG_ @ 3rd PTS EMBEDMENT @ 24" O.C. W/ FOR WALL HGT. > V-15" .111"DIA, 2"DIA.X 3116" PLATE WASHER USP SPT22 @ EA. STUD (MIN. SHEAR 3500#. MIN. TYPICAL 2 x STUDS @ 16" O.C.. TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 FWWF OR FIBERMESH A .4 A' 4,. CID '.A . 4 A . 'A IE I E (3) #5 CONT. ON 3" CHAIR W/ 3" MIN. E 8" V-8" CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSUREI SHEATHING PROVIDE BLOCKING REQUIRED I SECTION X- NOT FULL HEIGHT SHI (2)- 2x TOP PLATE BEYOND 15/32" OSE EXPOSUREI F SHEATHING Lu Lu SOLID 2x U) BLOCKING @ ALL 9 C SHEATHING 0 EDGES(SEE OPENING SECTION X- LLJ 0 _x x 777,�). _2x STUDS Lu BEYOND. m U) SEE PLAN 2 0 U) I 1z _4_ \-2x4 P.T, BASE 2x RIBBON OR VERTICAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 4 FT. 4 FT. 2 2 5 FT� 4 FT. 5 FT. 4 FT. 0) 2 2 4 FT. 4 FT. 4 F ROOF NAILING ZONE DIAGRAM ROOF NAILING SCHEDULE: NAILING ZONES (SHINGLE AND TILE) Lu ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2:8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD z ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O,C IN FIELD z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING LL 0 SHANK NAILS) NOTE: U) ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 uj 0 0 F SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH OX (�n Om 2 uz') PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO U , 2 LL uj 0 LL STUD AND OR BLOCKING AT ALL EDGES. LU , 0 LL = LL A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" S" = NAIL 3/8" SPACING r 3/4" NAIL AT BASE 2 ROWS @ 4" O.C. W18d COMMON NAIL NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL @ NAIL OPENING PERIMETER @ W O.C. W/8d COMMON NAIL @ NAIL INT. AT T� O.C. W/8d COMMON NAIL STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O,C. @ (2) 8d NAILS @ Y O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN.131" X 2 1/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/9'. AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7116" IOSB FLITCH PLATE TO W1 (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS k') u �. � .,. STAGGERED C _� WALL SHEATHING INSTALL. ��6� &NAILING SCHED. SECTION X-X 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" O/C FOR 2x CRIPPLES @ 2"x10" OR GREATER HEADER 16" O.C, W/ (2) 12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 \—INTERIOR HEADER 1 Od NAILS @ 8" O/C TYP. BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS. DOUBLE 2x EXTERIOR HEADERS CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U.N.O. 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE 0 0 SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS I ,BEAM (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"DIA. x 10" "J" BOLT W1 8" EMBEDMENT @ 24" O.C, W/ 2"DIA.X 3/16" PLATE WASHE7R (MIN. SHEAR 3500#. MIN. TYPICA\L TENSION 2600#.) 2500 PSI CONCRETE MIN.\ SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH A A A I I 5=1 I 1=1 I IEI I A A A A d I I M, I 11-11 (3) 5 REBAR ON 3" CHAIR V-8" W/Y MIN. CLEARANCE ALTERNATE FOOTING @ WOOD IST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. Im T01.1 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x4"WALL 2"x6"WALL STRAPS SIZE JACKS � STUDS JACKS STUDS EA END EA END EA END EA END V-4- (1) 2) (1) (2) (1) LISP LSTA30 4-4 (2) (3) (2) (2) ( ) USP LSTA 0 (3) (3) (2) (3) 1 (2) USP LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO -2X STUDS@ 16" O/C -7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 318" THICK EACH. 3RD LAYER 1/8" THICK. -USP SPT22 @ EA. STUD -2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. AL FINISH GRADE C? 9 2� SCALE: 3/4"=T-O" 0 !�2 co CD CD CO nj U) 71 V) (D (1) C/�l 4— Lu U 0 LLJ F E 0 =3 cn (0 co un 0 C:) a) C', E 8 0) cl) ,_ . C, LO 10- cO 0 CN c) T U, LL 00 00 0 10 — CL Is, 0 < cn CL 0 )m < All BID. N D c C.0 C, co D OM Z .... �Z 1z ;z __j L, m m 10 > 0 LU 0- CS 0 t TO he best of th� I i1j;Windr4 wledge JCMfi. u r a belief, the struct d lt� s oni drawingg within these ce.79 with the 2017 i e a (5y Building Code - Res d ntia 6 61 1 signature and seal is only for thmpupura engineering portions of the drawing pages bearing Engineer's signature and seal. C) z r_j 0 (3) P-4 4-J V) — =) > U-) , c1r) c:) 4-J N U-) 70 a) Lr) LL zU 0-00 < E LU c� F— W _j c:) t.0 cz 0 z z < U �� 80 0, E ..� Z w LU W �Uz� 25 z q cc) L9 Z, z z 0 Y: z z 0 Lr) _j Ln > Ln On z 0 U _.- U-) 0 :J < < Lu r-4 cc ILL gM2 op a < z 0� cz, < < Lu of 2: a z Lr) :0, 9 cg ui aU_ U_ cz < 0, LU U.J < z E3 �- L0 �zu c) It- Ln c:) Z D R z m 0 cb < uj r7l r__4 in- V) 2: SCALE AS NOTED DATE 1/5/2018 TECH: MIAMES VERSION NO 2mO SHEET NO. S6 No En En ED