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is I ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4- (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER o A SHINGLE ROOF, SHINGLES TO a BE IN ACCORDANCE w/ ASTM . wil D7158-CLASS G or H, or ASTM I ; . D3161-CLASS F, IN -I l 12 ACCORDANCE w/ TABLE WI ZT(NP') VARIES Y P 7.)R905.2.6.1, FLORIDA BUILDINGCODE 7TH EDITION (2020) RESIDENTIAL ION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL W/ OUT UPLIFT ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER --� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90'HOOK (SEE DETAIL -ALUMINUM DRIP EDGE ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 116" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR FINISH ix2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND WAWA WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E_17 de _ r • Z 005 M 4 OP 6 MIL VAPOR ► BARRIER ; p 4 till, r COMP. SOIL. • (COMPACTED TO 95% - MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. 4. V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION q SCALE: 3/4" =1'-0" Q3'l OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND - GG S3 7` 5/8"OR 1/2" HIGH STRENGTH —� (U.N.O.) (OR %" GYP. TYPE ' @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES 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 @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @FIELD = 5/1 x 10" "J" BOLT @ 24" O.C. W/ r 2"°x3il PLATE WASHER (TYP.) _\ ELEV. Oil(ALT:1/2"x12" TITEN HD @ 24" OIL O.C. OR 5/8"x10' WEDGE ANCHOR _kj] A.F.F. @ 24" O.C.) 2" - - ELEV-0'-31l2" z 31/2" MIN. A.F.F. g 2x4 CONT. tL N s I I so GARAGE DEPTH VARIES 31/2"(m n. - 4" GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 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) Vill 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY W/ (10)10d NAILS 2x P.T. PLATE TYP. ASSUMED FINISHED ' 'I n GRADE MONO OR STEMWALL Z FOOTING MONO SHOWN FOR CLARITY- go z NOTE: *FOR BEARING WALL ! =J 1 W/ UPLIFT ONLY i ,- - - ;I I I !II.-11i II,I III FRAME WALL TO C.M.U. WALL CONNECTION rD SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 �giri II�Iltj III - Y ill II�II I II :I 11 11��1111t�11 ��. ��I°-� � • MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND PAVERS / DRIVEWAY EXPANSION JOINT ^ CONCRETE SLAB 14' 13' PAVERS O.H.D. RECESS O.H.D. RECESS _ M _ • . 4. . • SEE A/S3 OR J/S6 - -I SEE A/S3 OR J/S6 I l _ FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) 1' " (2 STOR) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS ,J, GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 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" O/C FIELD ,VAr —IVAr TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH — BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %a' GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"1 S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 10'-0" (R302.11) 2"°0/16" PLATE WASHER (TYP.) - (ALT:1/2"xl2" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS - L 3 1/2" MIN. / 1/2"(min.)- 4" (2) #5 CONT. --� It'' YTT``` ' U.N.O. 1 MIN. TYPICAL BEARING WALL I STEP as SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" ems• SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M ��o s INSULATION PER FBC AND ENERGY �/ 1c N� FORM SUBMITTED WITH PERMIT 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8" x 10" '1 BOLT @ 24" 1 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. I 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 20" MIN. LAP [24" MIN. LAP] FIBERMESH 2X PT PLATE #5 REINFORCING WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR e e t+ GRADE 40 MIN. Fy= 401 r v a z #3 & #4 LAP SPLICE FINISH GRADE [GRADE 60 MIN. Fy= 60ksi] 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 11(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 .a-�1h11�1. 11=II==1►. �i-11=�1= 11;�'JII-711� ll"'•11—l11 11-�Ii�ll;'�II 1 NOTE: SEE SECTION Cl FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE U P C A r. Il Il II�I>, L� .•.. 1114111111 ,Is III �IhII�II�1 . - � • • •• �• III- _. II,�11�'�_s I � II�11�11= I I1�•�11�1 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP, BD. 112" FROM SLAB 0'-0" CONT. BEAD SEALAP INTERIOR d. -31/2" CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 121 CONCRETE SLAB C � a c CV M 6 MIL VAPOR _- BARRIER _ E S3 -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 E � 6x6W1.4xW1.4 N WWF OR FIBERMESH r, d' a 4" 4" INTERIOR WALL SLAB STEP NON-13RG. rK SCALE:3l4"=1'-0" S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. „ . ; SEE PLAN FOR r` " " 0'-0" FIN, FLR. SEE ROOF PLAN FOR TRUSS CONNECTION INFO & LAYOUT DESIGN SEE ROOF PLAN =OF FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN FOR STRUCTURAL COLUMN SIZE AND BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" 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 ••; :+'•P••, CONC. PAD INFO. TAPERED COLUMN FRAMING C[ SCALE: 3l4' - t'-0" (2) #5 CONT. =1 Irj11 ON 3" CHAIRS 8" 1'-4" 1/2"(1- 4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1111 (R302.1 1) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MN. TENSION 2600#) 6x6W1.4xW1.4 _ WWF OR FIBERMESH ,, a t. ruin ICI: 10 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT G SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4WF S.G.D. (U.N.O.) � I WOR FIBERMESH SEE A/S3/J/S6 FOR REINF, INFO. I -4 OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �— SLAB STEP & RECESS aI S.G.D. � M SCALE:3/4"=V-0" \i S3 q MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -, EXTEND FILL CELLS c TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. ' 00 RA - z= • w I : FaWW l _ill 00 -I •� ,; • 1 _ - -I c Z M-cc co-- 1 I 2 -Ili ill i ' FOOTING Jv BEYOND PAD REINFORCEMENT 3"MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAILrN SCALE: N.T.S. S3 N ) 5z� r+ C-A G W e , (f) 7 W O a C, G ono � �u-a N N G = , ••� � C7 J a a 3 3 1; cc �; d a a.a G E ' u 6 F1 y•. F t. .•. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Buikling Code - Resident el 7th Edition. Engineers signature and seal is only for the stucural engineering portions of the drawing pages bearing Engineer's signature and seal. M S UJNO. � Q M ul � a �; 'T a 0 2�4 5 o r0NCD 0 W ITT m tLZ�Mz�� N I- �v W ❑❑ z � z z z J lV M N Z v � N •U 0 Q �8 O �y N ' _w I Noil O M o LL�pp E U p z0 I w Z za) -C: _j g W N � pwo 8 �_ U � O = ;( Lf � L0 o� c� _ Q � � N N Y I ,- � 00 � LN T N Ln a� m (Q E M D z a U _j Q p JOB NO: 22-06474 SCALE : AS NOTED SHEET NO. S3 (MONO)