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I I I I I I I I I I I I I I f l I I I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF I I I I MKI TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR V GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (OR / GYP. TYPE X @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12)10d NAILS 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. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. FOR UNDERLAYMENT @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B __ _. ,. _ - -..- - __-_ = SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 111(R302.11) 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 11(R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @GARAGE SIDE IF z _- _ �- - - INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" PRE ENGINEERED WOOD APPLICABLE. - _ _ _ _ _ _ 3/S" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN EDGES, AND 12" O.C. O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) NSULATION PER CHART ON FLOOR PLAN TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB &BLOCK @ @FIELD „ SIMILAR AT FOUNDATION ONLY" HURRICANE ANCHOR EACH ROOF FLASHING AND ROOF FLASHING @ COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ @ 6" MAX FROM END OF 2 x PLATE _ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 - - = .- �,° ,� „ �� IMPSON SP1 w/ (10)10d NAILS 5/8 x 10 J BOLT @ 24 O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) 4 /- WWF OR FIBERMESH _ Cl) ELEV. 0'-0" _ (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR 211 x 6 W1.4 X W1.4 INCLUDE THE WALL �� 6 x 6 W1.4 x W1.4 �2" e ° SHINGLE ROOF, SHINGLES TO e o - � @ 4 0 2 .C.) WWF OR FIBERMESH ATTACHMENTS HMENTS � �� WWF OR FIBERMESH BE IN ACCORDANCE W/ ASTM T I - 0° o - o D ELEV. -11/2 ++ ? �31/2"MIN. �31/2"MIN. D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ° O 2x4 CONT. A.F.F. I 12 ACCORDANCE w/ TABLE I = I - o ° - 1/2"(min.)- 4" q r 1�/z 4" P. R905.2.6.1, FLORIDA BUILDING m' ) I I F I I' "I oo o n - - -rr e • r � VARIES CODE 7TH EDITION (2020) _ _ I I I GARAGE DEPTH VARIES 31/2"(min. - 4' 31/2"(m r - 4. RESIDENTIAL 8 - INSUL ION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING (2) #5 CONT. T , „ 4 1-4 8" (2) #5 CONT. 4„ +-4+ -g++ FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/OUT UPLIFT GG GARAGE SLAB AT STEP B U.N.O. MIN.U.N.O. TYPICAL BEARING WALL STEP SHEARWALL("�C� • TYPICAL BEARING WALL @ STEP CC - ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3l4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 �� " �_ �� SHEAR WALL SCALE: 3/4 -1 0 S3 SCALE: 3/4"=1'-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP ��N�°Js STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA "X" GON GYP. TYPE @ GARAGE i W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING eGs ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS @ 7" O.C. SOFFIT SHEET SS 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. CEILING & 8" O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ,GGN�\N 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY@ INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / INTERVALS NOT EXCEEDING 7 CHART ON FLOOR FILLED SOLID W/GROUT I I 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) SEE SECTION C/S3 FOR PLAN f #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'-0" (R302.11) ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL SEE CC/S3 OR N G/S3 FOR ANCHOR LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 1/2" GYP. WB (MIN.) @ GARAGE SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. f 5l8"x6" "J" BOLTS BOLT 5/8"° x 10" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS STD. 90"HOOK (SEE DETAIL) TYPE "S" MORTAR I I (IF NO UP LIFT ON 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR I 'SIMPSON SP1 (6)1/4"x31/4" TAPCONS I I 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2 00# ) ARCHITECTURAL SPACED EVENLY = w/ (10)10d NAILS �, FIBERMESH WEEP SCREED INSTALLED BAR a BOLTS 6" MAX FROM 6 x i W1.4 x W1.4 _ '- FINISH TYp, 2x P.T. PLATE I PER MFR INSTRUCTIONS o END OF 2" x PLATE WWF OR FIBERMESH E 1x2 PT WD FURRING 24" O.C. @ ASSUMED FINISHED ci E #3 OR #4 REINFORCING BAR v o e 0._ GRADE o . o N -- _�___ ... ° z_ GRADE 40 MIN. IF 40ksi -j #3 & #4 LAP SPLICE e o. 1/2' GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL ? r- s FINISH GRADE °O \ o _ [GRADE 60 MIN. Fy= 60ksi] a 25" MIN. LAP [30"MIN. LAP] — m 4 CELLS SEE ( FOOTING MONO SHOWN _Uj °O w FOUNDATION PLAN FOR CLARITY 6 MIL VAPOR BARRIER e. • . � R 1 7/8 *•rr FOR LOCATIONS) -' _ - - - N z #5 REINFORCING BAR - 1x4 P.T. BASE NAILER 4"x4" INSPECTION � -j I ' � _- �, I '� i I � � • o #5 LAP SPLICE (2) #5 CONT. - - 31/4" BASEBOARD PORT AT EACH NOTE: `FOR BEARING WALL - COMP. SOIL. (COMPACTED TO - ° ° 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS (TYP) 8" 1'-4" 8" FILLED CELL TYPICAL W/ UPLIFT ONLY - _ _- _I _ - u 95 /o MODIFIED PROCTOR ASTM T'.- 10 " MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER ! 1- -, . ,' �,- -- D1557) rrt- 4 1-4 #6 REINFORCING BAR #5 STD. 90 HOOK TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE " -'''#6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/Ii a NOTE:EXTEND W1.4XW1.4 WWF OR = FRAME WALL TO C.M.U. WALL CONNECTION rD"�� TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL W/ UPLIFT rG DECO FINISH 4" to 6" FIBERMESH' BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-ii S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. SLAB INFORMATION. 1 r \ [00 Cn a 6 x 6 W1.4 x W1.4 SEE PLAN IES 1 1/2" RECESS FOR AR 6 x 6 W1.4 x W1.4 00 �+ 31/2 WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ 3 ( ) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR -' ° a '- min.) 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS 'r 1 N BARRIER D : p ° < a GRADE AT 24" O.C. MAX. M " SEE PLAN FOR - CONNECTION INFO �ary ° ;. • COMP. SOIL. ° T- = av 00- im -r - & LAYOUT DESIGN TOP OF BEAM T- '' -_ - (COMPACTED TO 95% _ _ - (1) #5 REBAR w/ OPT. SEE ROOF PLAN c 'j�- -d <. °. ° a ° ' - MODIFIED PROCTOR I -S E NCLOSURE 2 HTS20 FOR STRUCTURAL () r J Lrrrl,Trr E ASTM D1557) _I _ -i BEAM SIZE & _ a 3" MIN. Cii (2) #5 REBAR CONT. 1'-4" (1 STORY) STD. 90 HOOK (SEE 14' CONNECTION INFO M " . 1 Ll�r ON 3" CHAIRS TYP. L4- MIN.2x4 - 1'-8" (2 STORY) DETAIL PT.U.N.O.) 2x4 #2 SYP P.T. FRAMING w/ � - - SEE A/S3/J/S6 T� t�� - 7r e� MIN 7/16" O.S.B. SHEATHING g++ TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L °.s.e,z ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" = 1'-0" S3 ��_ �� SCALE: 3/4 -1-0 S3 w O SCHEDULE OPTION #1 WALL ¢ > SEE TYP. SECTION FOR ADDITIONAL 1/2" GYP. BD. P.T. 2x COLUMN LOCATION > J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. P. BD. w COLUMN SIZE AND BASE rM 12" FROM 1/2 FROM SLAB o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. 0+-0�. J CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5 �" DEEP AND 6" BEYOND BLOCK WALL BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND 2X STUDS 24" O.C. U.N.O. •.: : ' ¢ INTERIOR @ SECURE 2x4 P.T. BTM. PLATE PAVERS /DRIVEWAY EXPANSION JOINT A. . °. 31/2 SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL (' q MASONRY WALL AND CONCRETE SLAB 14' O.H.D. RECESS z 13' O.H.D. RECESS • " GARAGE o AT 8 O.C. ATTACHMENTS & 18/D1 PAD FOOTING PAVERS r 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL I I CONCRETE NAILS W 1 1/2 W/ DRYWALL SCREWS 8"O.C. 12" O.C. °� ATTACHMENTS EXTEND FILL CELLS c TO FOUNDATION PAD ° EMBEDMENT @ I I ' J' • '• -—� J �'.� �- , • STAGGERED, FROM BOTTOM INSULATION PER CHART Z SQUARE CMU BLOCK BASE, p MAT REINFORCING. `= CONT. FOOTING STEEL I I r . ' T� •/ �- ON FLOOR PLAN PLATE TO CONCRETE rn w SIZE VARIES PER PLAN M . -� • - (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT Cr w/ MIN. (2) #5 VERTICALS oo i GRADE" - • ..• : ' TENSION 120# CONCRETE SLAB E w FILLED SOLID (SEE PLAN FOR �1 4�� 6 x 6 Wl A x W1.4 �v `° w SIZE AND REINFORCEMENT) we l C7 • ;. .. - .:+ •, - = c WWF OR FIBERMESH ; o Sn Wes- I— w p V aw - - - I - - - BRICK PAVERS Or SLAB PER S o `n = • r • • _ z • a - 0'-0" FIN. FLR. COMMUNITY SPECS ILL. U c _ � � � � a , i l i u� SEE A/S3 OR J/S6 — SEE A/S3 OR J/S6 RT I M 6 MIL VAPOR T = T _ _ _ _ _ _ _ -- - - �" FOOTING J r U FOR REINF. INFO. 3 MIN. CLEARANCE FOR REINF. INFO. 3 MIN. CLEARANCE BARRIER - - - - BEYOND 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) Tr : ' -.r.: •' PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) 1' 8" 2 STOR ( ) 1'-8" 2 ST RY ( ) 4" 4" •• SEE FOUNDATION .. �' I:. CONC. PAD INFO, FOOTING WIDTH t . SEE SCHEDULE GARAGE DOOR SLAB RECESS �.� GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMINGrGlN2� PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE: 3r4" 1•.O SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. CV N N 'C3 O CDjj UX W N �u a L cca-C Q y� 0 ^ W F 1� ^` c t� cn U O_ C-U '= -� U>.i1 p �.:+ V✓fJ N ��j 6� To the best of the Engineers knowledge, information and belief, the structural plans and spedficaUona 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. $ co 2 G " (2) u-_1�� Mau Q LL JLLU. EL uj Z — l° a s 13 Mpg 7 of N S m w LZ2 NZa-j k ZN OU 0. W El c7 Z N z Z h �4-JLU LU 0 L" s IN c w A W Sr CD h� E E o a Za ccu _ �� oa ° � 3x NO zFFF� QW tNy� J a � z 0 N a' 33 o a " wz W 0 `CV Lo — m CC O O ch O 0 M Q T' 00 L/ 00 Imo' V VJ m r O T Q N LO c � M N O � T T in Y J CO I� LC)i— �+ O M ? T E Z d E v U J c JOB NO: 22-05620-05615 SCALE : AS NOTED SHEET NO. S3