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A ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU 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 I INSULATION PER CHART ON FLOOR j PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL FOR UNDERLAYMENT 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B V 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. e1 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 TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 f METAL PL, UNDER EA, TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER e c SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM a . = I IT T_ a. -�" �- `� - T T D7158-CLASS G or H, or ASTM D3161-CLASS F, IN '=fII —III—I I —I -1-=1 I M I d ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING �'TTiI I I I I I II CODE 7TH EDITION (2020) 8- I l i II 1 4 I I I I ICI I RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR %1 SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 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 3 1/4" 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 � °- NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" - DECO FINISH 4" to 6" BELOW GRADE 'E a � S r � \ A � D I _z � co� _ _ � M t. 00 6 MIL VAPOR BARRIER C �r 4 D • I= r COMP. SOIL. A (COMPACTED TO 95% I MODIFIED PROCTOR 7- �� ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT._/ CHAIRS TYP. O "-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" 1 "-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14, O.H.D. RECESS PAVERS a ra . 4" 'i ao +y: • T SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 18" (2 STORY) GARAGE DOOR SLAB RECESS ,J•� SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES i GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH '-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8°OR 1/2" HIGH STRENGTH ---� 'TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS, CONNECTIONS. TOP PLATE S.P.F. DOUBLE SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.Q. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7116" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" Q.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2" 0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" OL (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A F. F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL @24"0C) 2" x6W1.4xW1.4 ATTACHMENTS 2" 6x6W1.4xW1.4 WWF OR FIBERMESH WWF OR FIBERMESH ELEV. 4-3 1/2" 31/2"MIN, 31/2" MIN. 3 :�]A.F.F. O A ]� _MrF 1/2"(min.)- 4" - p p • -III-�,= 1/2"(min.)- 4- 00 7711 100 4�- 31/2"(min. -4" I- _ a • =I1 31/2"(min.) 4" �[_ -� = T- (2) #5 CONT. -"I rrr mr r[T� ��rrrr Im� 4" 1' 4" 8" (2) #5 CONT, 4-4 8 U.N.O. MIN. U.N.Q. TYPICAL BEARING WALL STEP @ SHEARWALL C TYPICAL BEARING WALL @ STEP CC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 COr' 0 ��00 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ecs'_�\Ep NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. 2x STUDS @ 16" O/C ,o �N��a LOAD BEARING OR @ INSULATION PER FBC AND ENERGY/ co � p 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8 C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: INTERVALS NOT EXCEEDING 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION SEE SECTION C/S3 FOR 10'-0" (R302.11) INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ,� #5 VERT. IN FILLED CELL 10'-0" (R302.11) ADDITIONAL INFORMATION 1/2 GYP. WB (MIN.) @GARAGE SEE CC/S3 OR c„ LAYERS W/ TOTAL THICKNESS 7/8" OVER " G/S3 FOR ANCHOR „o ",, " "' „ METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. PL x 10 J BOLT @ 24 0/C W/ 2 X 3/16 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"x6" "J" BOLTS BOLT 10d NAILS (IF NO UP LIFT ON PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT 24 " @ 24" O.C. VERT. OR @ WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 (6)1/4"x31/4" TAPCONS 6 x 6 W1,4 x W1.4 WWF OR 3500#, MIN. TENSION 2600#) ¢ SPACED EVENLY 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR FIBERMESH BAR ¢ BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N w/ (10)10d NAILS N 2x P.T. PLATE WEEP SCREED INSTALLED o END OF 2" x PLATE WWF OR FIBERMESH TYP. T PER MFR INSTRUCTIONS ASSUMED FINISHED #3 OR #4 REINFORCING BAR 0 o a a i F t, GRADE 40 MIN. F- 40ksi i GRADE 'o = - D z #3 & #4 LAP SPLICE v- z _ FINISH GRADE «' [GRADE 60 MIN. Fy 60ksi] MONO OR STEMWALL — — -0 P 25" MIN. LAP [30"MIN. LAP] g — — I FOOTING MONO SHOWN - a op w r_ I-� ° n _ FOR CLARITY 6 MIL VAPOR BARRIER j i� A. -1112 p_" -1 R 1 7/8" ' l l- � z J1D r1[�]�I �i � AP #5 REINFORCING BAR ��- I �M T_ , °�LLI� #5 L SPLICE �j - NOTE: e A CV D *FOR BEARING WALL .— COMP. SOIL. (COMPACTED TO W. UPLIFT ONLY 95% MODIFIED PROCTOR ASTM _ fi ii I D1557) RE �=n 4„ 11-4" FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL 53 SEE TYP WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4 d 'v GRADE — _ — _ _ . •q, rr� III 1 I II I I #5 REBAR w/ OPT. -III-III- III- : I I=1 I - I I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E CV ' Cl) _ b � !!1—� - ;. - I oo '-. III I • �� •,• ' • : � � -�— T SEE A/S3 OR J/S6 _II IL` I I�i r II I II It FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 ST RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALM INTERIOR ° � a 31 CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 00 E - d . . 1 - m= M 6 MIL VAPOR �- BARRIER Q -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� j 6x6W1.4xW1.4 N ' I `WWF OR FIBERMESH, 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 (2) #5 " ' " CUNT. - T 36MIN. LAP [36MIN. LAP] ON 3CHAIRS �-, L8" 1 1_4„ 8.. 10" #6 REINFORCING BAR #5 STD. 90 HC70K #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. 53 SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 d x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR X' CONNECTION INFO d TOP OF BEAM & LAYOUT DESIGN - SEE ROOF PLAN c - -_- - <', d o ] d (2) HTS20 FOR STRUCTURAL BEAM SIZE & _ CONNECTION INFO M . ° �' •4 ]� 2%4 P.T. 2x4 #2 SYP P.T. FRAMING w/ � �7 s/--7/ PLATE MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 os.B. Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #� w O SCHEDULE ¢ SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION ¢y SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0° S3 SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR / 1/4" 3"7AP CONS COLUMN TO PORCH SILL AT 8" O.C. CL MASONRY WALL AND ATTACHMENTS & 18/D1 PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD _E SQUARE CMU BLOCK 0 BASE, CONT. FOOTING STEEL MAT REINFORCING. `-" ' w SIZE VARIES PER PLAN r� ¢ w/ MIN. (2) #5 VERTICALS 9 wL FILLED SOLID (SEE PLAN FOR °"`g GRAD SIZE AND REINFORCEMENT) 0 _J - • W Z ZD - LU W cwn w � BRICK PAVERS or SLAB PER 80 = • - _ 0'-0" FIN. FLR.rik COMMUNITY SPECS `� FOOTING iJ BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 C''V C= �. CV C= o ce- dad Q C . IX) •O C3 G 03 aj N c Fz CO n, 0 CV a L.E;;•1!/fit°0°,d •• S,TA_1 E CF a 0 . .; srsaiaaas1as®'�: To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a �8 S cq N v N O cc::? N # LL J LL C14 0 a- d Q M u_ a Z z 1008 M o c wIL in`° NM z U U Z OCJ ❑❑❑ �. W � N M z � 8 N — t/) o C N 0 41 EL G' U o w g to Ln U I U Y N M m co i o1 w cEo 19 R 8 w= OIL OIL H (6 20 0 0 0z ZE 0Wz m J 40 4 w 0 �o W V] o LL az m � a y LL z ' <r2 a = o F z O 0 0 d' m ro 0 n CO N o ^ � N In L •..� LL 0 o � � ONLI Ln N v— < Q0 T-^ co 00 E .c (0 M Z ro z �n1 vi E N al ra FT U J ¢ p c -j JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. (MONO)