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I _11 . 14.1 1l. =L_-. L lLll l l I,..W'---fi-,L... ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 `(Ty P.) VARIES 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 —J CHART ON FLOOR / PLAN J 1x2 P.T. HORIZONTAL NAILER STD. 90'HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (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. d , TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4"TAPCONS @ 24" O/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 N T METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESHco .4 - MOISTURE BARRIER > e -SHINGLE ROOF, SHINGLES TO e BE IN ACCORDANCE w/ASTM D P -ALUMINUM DRIP EDGE ALUMINUM FASCIA • 2x SUB FASCIA GG S3 )2'- 5/8"OR1/2"HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ 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 NAILS1/2" 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 & BLOCKEDGES, AND @ 12" O.C. @FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2""x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"xl2" TITEN HD @ 24" A.F.F.OIL O.C. OR 5/8"x10'WEDGE ANCHOR @ 24" O.C.) ELEV.-0'-31/2" h~31/2" MIN. o 2x4 CONT. A.F.F. 0 o NFr e00 GARAGE SLAB AT STEP SCALE: 3/4"=V-0" -SEE STRUCTURAL 2x S.P.F. STUDS @ 16" O.C. SOFFIT SHEET SS 2x STUD LOADBEARINGOR 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT I I 1"x P.T. STUD = I #5 VERT. IN FILLED CELL SEE CC/S3 OR N -8" C.M.U. TYPICAL G/S3 FOR ANCHOR BOLT INFO. I I 5/8"x6" "J" BOLTS BOLT TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR 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 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 11 NOTE:EXTEND W1.4XW1.4 WWF OR DECO DECO FINISH 4" to 6" "FIBERMESH" GRADE E_ r ° 00 Z C OO 6 MIL VAPOR > Z BARRIER D ,r D • • r COMP. SOIL. e (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE 4„ V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA_�� SCALE: 3/4" =1'-0" Q3,) OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" 0 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOW) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND 14' O.H.D. RECESS z M � WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6)1/4"x31/4" TAPCONS "SIMPSON SP1 I I SPACED EVENLY W/ (10)10d NAILS �, 2x P.T. PLATE YP r I ASSUMED FINISHED t ' GRADE z MONO OR STEMWALL FOOTING MONO SHOWN - FOR CLARITY O0 _ _ NOTE: NO _— -- � — _ FOR BEARING WALL N T I I = I I — , I=- W/ UPLIFT ONLY FRAME WALL TO C.M.U. WALL CONNEC TION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. 6x6W1.4xW1.4 I� aml@11111 1111=W1111�1 • TYPICAL THICKENED EXPANSION JOINT SEE A/S3 OR J/S6 FOR REINF. INFO. MIN. EDGE KT SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND f-O.H.D. RECESS ... 00 4„ _ T 3" MIN. CLEARANCE 1'-4" (1 ST RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH , EIF r e M -0 \ . t . A 6 MIL VAPOR BARRIER e ° I I I I I I I I I I I I I I I I I I I I `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF I I 5/8"OR 1/2"HIGH STRENGTH I I TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR / GYP. TYPE X @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOMABOVE) EACH END (WHEN PARALLEL) —SEE UPLIFT SCHEDULE FOR UPLIFT SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2""016" PLATE WASHER (TYP.) NOT EXCEEDING 1V-0" (R302.11) (ALT: 1/2"xl 2" TITEN HD @ 24" —INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) —SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS STEP, SIZE OF FOUNDATION AND P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE /.,2x x 6 W1.4 x W1.4 INCLUDE THE WALL i WWF OR FIBERMESH ATTACHMENTS ��2�� /6x6Wl.4xWl.4 �� WWF OR FIBERMESH �31/2" MIN. - r, 31/2"(min.)- 4" 00 o -6 — e h T 1/2"(min.)- 4" (2) #5 CONT. 8" U.N.O. MIN. TYPICAL BEARING WALL (a) STEP (a) SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" U10 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. I& K.O. BLOCK SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE Zo" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR —- PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi FINISH GRADE 00 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] - #5 REINFORCING BAR R 1 7/8" —� - #5 LAP SPLICE . • � � • - • • - III�1 �11�11�11�11�11= SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x CONCRETE NAILS W 1 1/2'� EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) 00 c BARRIER 1/2" GYP. BD. HOLD GYP. BD. 1 In" rn^RA OI AD f1f1Alf1DCTC Q Wavrelffl,GN SCALE: 3/4"=V-0" —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 =1 `WWF OR FIBERMESH 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 IWA --Il-Hil.-i0lio-i l SCALE:3/4"=1'-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM o END OF 2" x PLATE LU p v 0- e LU rn — (2) #5 CONT. =1 ON 3" CHAIRS 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH �;, E e D. 8" �i1111.11.11�111L TYPICAL INTERIOR BEARING WALL W/ UPLIFT G SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. ° .1 . SEE PLAN FOR CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN F 717-7� ET7illSEE ROOF PLAN ao a° %- (2) HTS20 FOR STRUCTURAL BEAM SIZE & N U. CONNECTION INFO M 2x4 P.T. PLATE g 8 7/16' O.S.B. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ - — T� MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 g z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL > J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g W COLUMN SIZE AND BASE o LU W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM U) SCALE: 3/4"=1'-0" S3 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. MASONRY WALL AND PAD FOOTING ATTACHMENTS & 18/D1 I I FOR COLUMN TO BEAM TRIM PER PLAN " I I 8 MASONRY WALL ATTACHMENTS EXTEND FILL CELLS C� TO FOUNDATION PAD _E m z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL I I MAT REINFORCING. w SIZE VARIES PER PLAN c j w/ MIN. (2) #5 VERTICALS 00 GRAD- > FILLED SOLID (SEE PLAN FOR ----A -_ w SIZE AND REINFORCEMENT) 0LU = _ • W Z ►=aww -= W BRICK PAVERS or SLAB PER p o 3:_ _ • �' • `• _ z_ a COMMUNITY SPECS U_ 0'-0" FIN. FL R� I I I I Ilr _iIVA• • MEN REMMM j' i c i i r\`i ii wiC ' , ' ' • • ~ co UN G p� M (r 7) a� T _ y 0 0 0 W ©- •- N 0 N O 1111111111" O _,�. .,\GEr4 v C�asf .�•�C� ' •Pdo P750 �Jt. ^lie {�'•� l� �,� 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 Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W co H o roi of m Q U N O 04 J a N 6 C� J LL ao0% 9J u Cj0 6 u-hLLw anQ M LLU_aw 3:_ Z t � o o� o W N� W o2cc r m m W rn Z co N M0 isS20 LL Z 0 0 _j W W ❑ ❑ ❑ z N t+I z � z rz � - N N z Cn LL LU o p U 0V�_CD 0 w $ N Ly N CD U s I c (D Q 0 � e' r Cn co W M w o1 Z U zp 0O YH 0® Qd 0 �z on t'•- f6 x a�$ U zoE o N as 2i =� .ao� Ox mf z Q1 J U m c w zZ ■n 3 a. �1. $ aZ �w W U �o :,ck �_ O c0 V wa za a $3 = N 12 O >6 U) C rn Q \ I� / � O M Co r Q CrO OO ( ) .2T �// m T— r- U.)N 0 N Q O LO C.6 O T O co T M r 0 z z Eco E a a 0 � a o � JOB NO : 22-01577-01572 SCALE : AS NOTED SHEET NO. S3M