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N M i 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING TRUSS BOTTOM CHORD BLOCKING w/ 1(O HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ w/ (2)16d TOE NAILS @ EACH END (U.N.O (2)16d TOE NAILS @ EACHENDEND (U.N.O.) (OR %"GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ S.P.F. DOUBLE ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH TOP PLATE S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (1) ROW 2x BLOCKING @ MID (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 STUDSHGT. FOR WALL HGT. s V-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B\FOR WALL HGT. > V-6". SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-6". (2) ROWS 2x BLOCKING '- " @ 3rd PTS FOR WALL HGT. > 8 6 . 1/2"GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD NSULATION PER CHART ON FLOOR PLAN 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE 2 5/8"° x 10" "J" BOLT @ 24" O.C. W/ (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r _ '- 2"°x3/16" PLATE WASHER (TYP.) UNDERLAYMENT FOR ROOF CHAIRS P. ) WWF OR FIBERMESH " `' ELEV. 0'-0" (ALT: 1/2"xl 2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE PITCH > 4:12 OIL ` A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2�� x 6 W1.4 x W1.4 21 6 x 6 W1.4 x W1.4 0 ° (2) LAYERS TYPE I OR TYPE II e ° ° WWF OR FIBERMESH WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT - 0° . .. p c ° ° ° ° a °° „ z ° ° ELEV. -0-31/2 31/2"MIN. 31l2"MIN. FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. REQUIREMENTS SEE R9o5. r i - I I ° ° ° , a ° a ° a ° ° ° ° ° ° a p ° a A.F.F. O ° ° 2x4 CONT. ° PRE ENGINEERED WOOD - _ i ° ° ° ° ° a 31/2"(min.)- 4" TRUSS @ 24" O.C. U.N.O. I I I I I ° ° ° ° 4 ° ° ° o i ° 00 o p e - rr � s e p �"l 12 HURRICANE ANCHOR @EACH - I I° ° ° GARAGE DEPTH VARIES e 31/2"(min. - 4" I _ 31/2"(min) - - (NP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8„ _I ° ° ° _ - - - METAL PL. UNDER EA. TRUSS ° ° ° ° ° g ° - �- MOISTURE BARRIER TYPICAL INTERIOR BEARING (2) #5 CONT, 4„ 1'-4" ' ' 8" n (2) #5 CONT. 4" f-4 INSULATION LE SHINGLE ROOF U.N.O. MIN.U.N.O. IN. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALLrc,*�TYPICAL BEARING WALL @ STEPrcC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4 -1-0 „_ , S3 SCALE: 3/4 -1-0 S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. ALUMINUM DRIP os �N�UP�� STRENGTH CEILING EDGE SEc BOARD PER CODE (OR 5/8° ALUMINUM FASCIA "X" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING e GYP. TYPE @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C /DR WALL EE SOFFIT 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES 6" O/C EDGES AND 12" O/C FIELD. SCREWS °� SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. ,� M�NN�o 5 � (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS 1 @ 6" 0/C coN� r FOR WALL HGT. s 8'-6". (2) 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W! 1#5 CONT. 1"x P.T. STUD THIRD POINTS ULATION PER CHART ON FLOOR PLAN NOTE: ROWS 2x BLOCKING @ 3rd PTS SEE SECTION C/S3 FOR CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 FOR WALL HGT. > 8'-6". ADDITIONAL INFORMATION PLAN SEE CC/S3 OR C14 LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR "J" x BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE W S 3RD LAYER 1/8"THICK. PLATE WASHER TYPICAL K.O. BLOCK (10)10d NAILS STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR 24" O.C. VERT. OR (IF NO UP LIFT ON @ 2 x 6" EPDXY BOLT OR WALL SEE GG/S3) IMPSON SP1 w/ (10)10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ 2x P.T. PLATE *SIMPSON SP1 (6)1/4"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE [ ] 20"MIN. LAP 24" MIN. LAP #5 REINFORCING SPACE ANCHOR E BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 w/ (10)10d NAILS C, 2x P.T. PLATE FIBERMESH EEP SCREED INSTALLED BAR i5 w 4 END OF 2" x PLATE WWF OR FIBERMESH ARCHITECTURAL FINISH TYP r ASSUMED FINISHED .� PER MANUF. LU #3 OR #4 REINFORCING BAR 0 , ° e 1x2 PT WD FURRING @ 24" O.C. ' ` GRADE , " ° • z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a m ' e p 1 #5 VERT. IN FILL () MONO OR STEMWALL z _ T FINISH GRADE c� a n [GRADE 60 MIN. Fy= 60ksi] a 25" MIN. LAP [30" MIN. LAP] g - T • 112" GYPSUM WALLBOARD CELLS (SEE ° g FOOTING MONO SHOWN o I I ' U.N.O. FOUNDATION PLAN p FOR CLARITY ° _ C ° 6 MIL VAPOR BARRIER I e, r w R 1 7/8" fn FOR LOCATIONS) p p o ° = =1 =1 = =1 I 1=� N Z #5 REINFORCING BAR I ( - 1x4 P.T. BASE NAILER ° _z � III=III=1 I I=1 I I=1-1 1= o r 2 # LA PLICE (2) #5 CONT. r 4°x4"INSPECTION NOTE: ° o° -III-III-III-III-1I I-11 � � � e - I ON 3"CHAIRS ° 31/4 BASEBOARD PORT AT EACH 8 11=1 I I= 1=1 1=l I I=I I * "' FOR BEARING WALL I=1 I I-III=III=III-III-' T _ COMP. SOIL. (COMPACTED TO ° 36" MIN. LAP [36"MIN. LAP] � �� (TYP.) 8 1-4 8 FILLED CELL TYPICAL W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ _ _ _ _ _ 95% MODIFIED PROCTOR ASTM ' 10" MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER cn _ _ _ _ _ _ _ _ --- I I I=III=1 I I=1 I I=1 I I=1 I I=1 11=III=III=III=1 I I=1 I I=1 I I=111=III-1 I - -1 I I=1 I I=1 1=1 11=I I IEl 11=1 I I=1 11=1 11=1 11=1 11=I I E 1 1- D1557) , 4" T-4" #s REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR "- =1 i l-1 1.=1TI II I � 11-1 I 1 . I I= I �'- #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE IITI� Hi "1 ,I CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL W/ UPLIFT(0"G� W1.4XW1.4 WWF OR DECO FINISH 4" to 6" _FIBERMESH BELOW GRADE „_ ,_ „ SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3 „_ , „ SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SLAB INFORMATION. Ea Z 04 °, 1> 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES00 6 x 6 W1.4 x W1.4 °Q 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N . 6 MIL VAPOR ° � ,,. - ? � min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS r M BARRIER u : p . / N A. a GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO e COMP. SOIL. '- e iio ! - • TOP OF BEAM & LAYOUT DESIGN ; (COMPACTED TO 95% - - a • (1) #5 REBAR w/ OPT. SEE ROOF PLANASTM - ° • MODIFIED PROCTOR MODI D1557) - -II , II „ S E N��NCLOSURE FOR STRUCTURAL := 41. 3 M" CLR. " _ _ BEAM SIZE & � TU ° (2) #5 REBAR CONT. 4 2Xa P.T. CONNECTION INFO M q p ON 3" CHAIRS TYP. 4' STD. 90 HOOK (SEE MIN. PLATE i I U.N.O. DETAIL) O.S. O.S.B. i 2x4 #2 SYP P.T. FRAMING w/ TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING SEE A/S3/J/S6 8" FOR REINF. INFO. SCALE: 3/4" = V-0" S3 SCALE: 3/4"=1'-0" S3 COLUMN LOCATION LU SCHEDULE OPTION #1 „ 1/2 GYP. BD. SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x w SLAB INFORMATION. „ HOLD GYP. BD. �_ w SEE FLOOR PLAN FOR 1/2" FROM SLAB " CONT. BEAD SEALANT 0-0 STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SLAB STEP & RECESS S.G.D. M OPT: DEPRESS SLAB 5Y" �- SCALE: 3/4 -1-0 S3 DEEP AND 6" BEYOND Q DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND ° . INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND PAVERS / DRIVEWAY EXPANSION JOINT .-. ° ° 31/2 SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" CONCRETE SLAB 14" O.H.D. RECESS 13' O.H.D. RECESS E ° GARAGE ATTACHMENTS & 18/D1 O.C. PAD FOOTING PAVERS z 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 ci Cl) , EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C' TO FOUNDATION PAD . . � '.' + � ' '• ' . '' ! STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL iv MAT REINFORCING. T -'� : PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN M " _ •� :: (MIN. SHEAR 180#MIN. CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS oo g RA a ° -j 4 co _ I �.� ' I oQ TENSION 120#) CONCRETE SLAB E M FILLED SOLID (SEE PLAN FOR _ - - - ° a - - -j 4 „ 6 x 6 W1.4 x W1.4 , SIZE AND REINFORCEMENT) c7 � ;III=1 ° 40 .: •, ::`� -�• ' ' i I '.: �,' ::`� ''• WWF OR FIBERMESH T °° "' Z � W=III=) -III=) I I -III- I w III -III I=1 I I=1 I - " - I i € _ ° - BRICK PAVERS or SLAB PER o w cn LL' Z p o v -III=I ! • ° a -_ z • SEE A/S3 OR J/S6 - r i l . ' SEE AlS3 OR J/S6 -I I �' 1=1 11= 11= ° ° 0'-0" FIN. FLR.� �- COMMUNITY SPECS _ = U - I =1 =1 I I- I 1=1 I 1=III I I =1 I I ICI-= w III I I I=1 11=1 1=1 1=1 I I I I I=1 1=1 I I- ' FOOTING _ _ Cl) 6 MIL VAPOR =__ �' - I- - - - - --_ L LT -III=1 I I- Ti-ITi-ITi-ITI-I i I FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER -1 I I-1 I =1 I =1 I I=1 I I=� I I- I I-III-III-III=111 IIII I- BEYOND 1' " (1 STOR ) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) =1 III III III=1 i' - I I -I I -III- : ti ..r.: ' . , I-ITi=� -" PAD REINFORCEMENT 3" MIN. CLEARANCE 1' " (2 STOR ) V-8" (2 ST RY) 4a 4�� �.•+ : ;, :� SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH • .' • • . ,•. CONIC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED ....:...... COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAILrN 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- V-0' SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 0 zo z� z® a z Cz V) 0 Qj C a--+ Lu 0 "' E o0 ��ZD U LU ■ &'M 1,2oM O L N U L Y Q � nIre FZ' ur V O A I °' C Ll .•.•.` Z E S S %LL N W �(�r�l 1111it11� � o ❑❑ To the best of the Engineer's knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O N Z O !� �>- rn p M Q 'gyp Ln a � �L < z ILL V '-a a z Z W J d' Mj Z f� cn z �ao'oi o Q 2 w z Z on 'aL'' u- ", o LLIg"z8 N Z Q Yo z > fz V � o:n = N Q W "' ��yyy ILL o Q�� Qo3 Z a u P 20: J Ln Q W Z 2V LU F- �F N Z�7 m O oo g = ` W ,-4 a U0 SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO' 5mO SHEET NO. S3