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I _ I I I I I ' I I - 11 - 1 11 1 -- - - I - i -- I I 1_ Rul T3 Q rn M rn L0 v co 0 Q 0 0 J O M O I M i Q M M LO Cr co po Q 0 J r" r'M Q0 0 I N M N L0 i rn coIn 42 a 0 3 Q N N d 0 0 S 0 J i CL 0 0 LZ 0 r` LO 0 a O a CD 0 r\ LO 0 0 0 Q m 0 7V1,17 _T/�_ —T/)- 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 BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (OR %" GYP. TYPE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOMM 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. @16" O.C. W/ (2) 10'-0" (R302.11) - - SHEATHING REQ D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS „° „ „ „ „ 5/8 x 10 J BOLT @ 24 O.C. wl 2x BLOCKING HORIZONTALLY@ INTERVALS FOR UNDERLAYMENT 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD 1/2" GYP. WB MIN. GARAGE SIDE IF (MIN.) @ z APPLICABLE. d 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ 4" O.C. BOUNDARIES, 6" O.C. INSULATION PER CHART ON FLOOR PLAN �° �° O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24' O.C.) TRUSS 24" O.C. U.N.O. �° � 2x P.T. PLATE 1/4 DIA. X 3 1/4' TAPCONS @ 24' 0/C & - SLAB &BLOCK EDGES, AND @ 12" O.C. @ FIELD „ SIMILAR AT FOUNDATION ONLY" ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @EACH @ 6" MAX FROM END OF 2 x PLATE h = 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 COMPONENTS BE ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ N (2) #5 CONT. ON 3" 6 x W1.4 x T 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ID I w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) Cl) OR FIBERMESH �� "' ELEV. 0'-0" ALT: 1/2"x12" TITEN HD 24" 2x P.T. BOTTOM PLATE ( @ REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER j A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR 2It x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 ° SHINGLE ROOF, SHINGLES TO _ e _ .. @ 24" O.C.) WWF OR FIBERMESH ATTACHMENTS 211 WWF OR FIBERMESH BE IN ACCORDANCE w/ ASTM G or H, or ASTM I �I I I —I I �I I 9 �I 'I I �I I �I I I —I m ' /ri- i �I • I=III=II „ z ELEV. -0'-31/2D7158-CLASS 3 1/2" MIN. I 31/2" MIN.1TI=I I �I I I=III=I , A.F.F.oeD3161-CLASS F, IN ' I —I U �I I I �� ° - I III 2x4 CONT. I� b P r- 13 12 ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING =I I=I II I=�=I �I I I�—I I ��I I —III : ' I=I 11I I=III I 11 III III 1 i I o �' ° I —T�3 1 /2"(min.)- 4" °O ' ° ° • — I —�(--II 1 /2"(min.)- 4" r( °D _ ° — MIN (TYP.) ) VARIES CODE 7TH EDITION (2020) r.. -II=III=III=I I �I I I I �I I i Ti I II I I GARAGE DEPTH VARIES — 31/2" mm. - 4"- - ( 31/2" min. - 4" = I - ( ) RESIDENTIAL 8„ T _ -I I T TTV 1�' ImTI I I I I I INSULA ION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING () 2 #5 CONT. 4 '- 1-4 '- ' ' 8r 2 #5 CONT. 4„ �► Tr ' g" () FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG GARAGE SLAB AT STEP rB U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C U.N.O. MIN. TYPICAL BEARING WALL @ STEP rCC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-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 STRENGTH CEILING EDGE BOARD PER CODE OR 5/8" "X" ALUMINUM FASCIA �_'s GYP. TYPE @GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ABOVE) W/DRYWALL EE STRUCTURAL 2x S.P.F. STUDS @ 16" O.C. NAILED W/ 8d COMMON NAILS @ 4" 0!C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS SOFFIT SHEET SS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C oxNX�o s ,G°N�\N -OU 8"x8"X16" KNOCK -OUT 6" N LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ @ OEXC INSULATION PER BLOCK CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING NOTE: CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING APPLICATION 10' -0" (R302.11) SEE SECTION C/S3 FOR PLAN #5 VERT. IN FILLED CELL 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL SEE CC/S3 OR C14 G/S3 FOR ANCHOR "J" LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL 1/2" GYP. WB (MIN.) @ GARAGE SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. STD. 90-HOOK (SEE DETAIL) "S" BOLT INFO. 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8"° x 10" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " TYPE MORTAR (IF NO UP LIFT ON 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 ARCHITECTURAL FINISH (6) 1/4"x31/4"TAPCONS *SIMPSON SP1 SPACED EVENLY 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 2600#) ^ W/ (10)10d NAILS �„ 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR c BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 i; C END OF 2" x PLATE WWF OR FIBERMESH �, E d 1x2 PT WD FURRING @ 24" O.C. �,P ASSUMED FINISHED ]_ PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR o LU I, e p. . ;, o ' z e GRADE #3 & #4 LAP SPLICE GRADE 40 MIN. Fy=40ksi a 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL g ' M a, 0 FINISH GRADE °0 [GRADE 25" MIN. LAP [30" MIN. LAP] 60 MIN. Fy= 60ksij a _ rTTi TTT o ��I I I� I D III I II I II II Ir CELLS (SEE FOUNDATION PLAN FOOTING MONO SHOWN 00 FOR CLARITY _ T I I p v. ° 6 MIL VAPOR BARRIER - I 'r= ao I � R - w f w U) — D 1x4 P.T. BASE NAILER FOR LOCATIONS) z ° . I _ T T T II #5 REINFORCING BAR #5 LAP SPLICE R 1 7!8 4 x4 INSPECTION I • — (2) #5 CONT. 31/4" BASEBOARD PORT AT EACH OTE: NOR BEARING WALL 7_ COMP. SOIL. (COMPACTED TO — I ° ° 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8 1 4 8 MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM =I I -1 10" (TYP.) MIN PSI MAY VARY PER AT GARAGE CONTRACTOR D1557 ) —Trr- #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE TO SLOPETYPICAL #6 LAP SPLICE INTERIOR BEARING CONCRETE SLAB W/6X6 W1.4XW1.4 WWF OR a NOTE:EXTEND - FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF_�� WALL w/ UPLIFT rG "FIBERMESH" c DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SLAB INFORMATION. E v ' ° M y 11 r ° L - 00 Z I 2 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 - ° 3 1!2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3)SEE LAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR I I 'r = z I min. 4 ) " 10d NAILS TO TRUSS TOP CHORD FORTRUSS Cl) � BARRIER D; p 4 111 _ • • T A a e v GRADE a AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO COMP. SOIL. � _ - - - - � - - - - - -I TOP OF BEAM &LAYOUT DESIGN - � � � COMPACTED TO 95% - ( I I =ITT - - - - - _ _ I I r I - - - - - - -(1) #5 REBAR w! OPT. SEE ROOF PLAN e N � a rrr 7 ^ - - - - a: ' ° a , - MODIFIED PROCTOR - - i= I I I I I I=III= I Fb.�KEtN ENCLOSURE (2) HTS20 FOR STRUCTURAL - -_ -_ . r ;� `� — r,- ,— ASTM D1557) MIN. CLR. "- ' -I I_ I [Ell �I I) 11= BEAM SIZE & N a -I-r ' 3° (2) #5 REBAR CONT. 1'-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE 4 r I I" I. ..� 1 I I CONNECTION INFO M . a T TIT V-8" 2 STORY 4 ( ) DETAIL) MIN. d W 2x4 P.T. I - - - - T -I U.N.O. B PLATE PLATE 1 1 2x4 #2 SYP P.T. FRAMING w! _� SEE A/S3/J/S6 TYPICAL WALL SECTION A TYPICAL THICKENED SLAB EDGE L 0 O.S.B.z MIN 7/16" O.S.B. SHEATHING ATTACHED PER NAILING FOR REINF. INFO. - SCALE: 3/4" -1'-0" S3 SCALE: 3/4"=V-0" S3 °•E vU w Q SCHEDULE OPTION #1 1/2" GYP. BD. P.T. 2x E COLUMNS LOCATION Q > w SEE PLAN FOR STRUCTURAL SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. g 2„ HOLD GYP. BD. � w COLUMN SIZE AND BASE rM 1/2" FROM SLAB o Lu CONNECTION INFO. SLAB STEP & RECESS S.G.D. �'_�" J CONT. BEAD SEALANT SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND �— Q .. • : " .:: INTERIOR 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT A. e. 3 1/2„ • �1 COLUMN TO PORCH SILL w/ 1/4 x3" TAPCONS AT 8" O.C. MASONRY WALL AND CONCRETE SLAB 14' O.H.D. RECESS 13" •� O.H.D. RECESS „' GARAGE ATTACHMENTS & 18/D1 PAD FOOTING PAVERS - z ^M �, CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS C •. J' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM W/ DRYWALL SCREWS @ 8"O.C' INSULATION PER CHART z SQUARE CMU BLOCK BASE, TO FOUNDATION PAD ° MAT REINFORCING. . .. .•".: "'• : •,;.•, .; ;. , ' O CONT. FOOTING STEEL co ,a.• . • PLATE TO CONCRETE (MIN. SHEAR 180#MIN. ON FLOOR PLAN CONT. BEAD SEALANT w Q SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS M 00 — GRADE 4 I I °O I I III • 4, I I 00 '� TENSION 120#) CONCRETE SLAB _E > FILLED SOLID (SEE PLAN FOR '. � 6 x 6 W1.4 x W1.4 N W SIZE AND REINFORCEMENT) 0 • _—I . - T WWF OR FIBERMESH c,, � U) � Q v 7 • T I —I I III •; - - - - N I I a a BRICK PAVERS or SLAB PER O o z SEE A/S3 OR JlS6 i I I n� I _ I SEE AlS3 OR J/S6 I_li I I II rI I , , 111 i II 1= co6 MIL VAPOR _ _ COMMUNITY SPECS � FOOTING FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER z =I I —I - I I 11T-- LIB -III BEYOND „ 1 (1 STORY) / 1-8 (1 STORY w/ DEPRESSED SLAB OPT.) 1-4 (1 STORY) =T �; . +. ..• PAD REINFORCEMENT " 3 MIN. CLEARANCE 1' 8" (2 STOR) 1'-8" (2 STORY) „ „ 4 4 •• f a • ••. SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH ..� . • P. ®, CONC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING rCD'12 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: 3/4- 1•A" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. N O N •+_ M > w U O O Z c fCUr -o O° x CC O L N d G f0 Q N Y C3 a� dawn �e�� � 3 u .n � C 8 T N �C- C G o d U Cls �t tr ti 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 Engineers signature and seal. A W a oE 8 I, V 0 °j r � N _ 4k to inr�� Q 'RW C -i W M u- 555 a- Z 13 - O 1 Y m c v h E2 9 (V 0 W z LLN 6jQ m in2co LOM Z Q J 0 of O V U = U W ❑❑ V M z N 0 0 z m N AMPOM z � � Q Cn z a � o O LLl p U-)r_.. Y M U) c w J OEM, s U o N • r—' 0 s Im 0 CC) M � � Z G N 0 oo `ac a O E U• z z© oa (C K� W ¢ �z oa z I- a0 wo �z �w � < o 3` m oLL z 8 Z g o WC:) 65 0 r m j 0 F a oN= �w � � za 0 u3 •N T 2 >LO m Q c� :3 O o o O Y _ Y U m LOm O T ILL ch O m N �^ co L / MQ r ui E w C0 o c r �,; z z E r E a U J Q 0 J JOB NO: 23-06138 SCALE : AS NOTED SHEET NO. S3 (MONO)