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v 3 I o: a v N 0 00 0 0 I a �r rn L0 En 00 0 0 J N L0 L0 0 3 a i 0 v c C J U i C 0 0 N N 0 0 a N N CD 0 0 O 3 U Z m ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP•) VARIES �T 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 PLAN 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) 1 U-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. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" 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 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER o ° e . SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM - I D I T D7158-CLASS G or H, or ASTM - , • I - D3161-CLASS F, IN = - __ ° - ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING _- CODE 7TH EDITION (2020) 8„T)jTF= I I r RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-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 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER coTO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE o 6 MIL VAPOR —I I �' 11 BARRIER ; D 4 COMP. SOIL. (COMPACTED TO 95°lo T TI I MODIFIED PROCTOR I I I TI I I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY ON 3" CHAIRS TYP. ) STD. 90 HOOK (SEE U.N.O. 4" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB -A iy � 14" PAVERS -11O.H.D. RECESS *T z r. 4 00 SEE A/S3 OR J/S6 �ILI I I I I,I 1 II I �' FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: , *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - 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. 8" C.M.U. 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING N #5 VERT. IN FILLED CELL 10'4" (R302.11) 5/8"x6" "J" BOLTS BOLT 5/8- x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8" x 6" EPDXY BOLT OR MIN, 2500 PSI CONCRETE SLAB W/ (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR SPACED EVENLY FIBERMESH 2x P.T. PLATE ASSUMED FINISHED E FRAME WALL TO C.M.U. WALL CONNECTION 5/8"OR 1/2" HIGH STRENGTH ---- (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" 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 & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" 0 ' C 'W/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0-0 (ALT: 1/2 x12 TITEN HD @ 24 O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. @ 24" O.C.) 2". ELEV. 4-31/2" z 31/2" MIN. A.F.F. o D' Nco D — — ° -TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM _ -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. _ S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ - NOT EXCEEDING 10'-0" (R302.11) 2" 0/16" PLATE WASHER (TYP.) - (ALT: 1/2"xl2" TITEN HD @ 24" -INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) SIMPSON SP1 / 10 10d NAILS "SIMILAR AT FOUNDATION ONLY" TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. -2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) -INSULATION PER CHART ON FLOOR PLAN w ( ) IF NOTED, THIS REFERS TO THE-SIMPSON SP1 w/ (10) 10d NAILS STEP, SIZE OF FOUNDATION AND •2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 113 x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 ATTACHMENTS - 2" WWF OR FIBERMESH WWF OR FIBERMESH 3 1 /2"(min.) - 4" = I — 11 III —I I I— T_II I� —_-- I �W11111 (2) #5 4" 1-4" 8" U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" 31/2" MIN. - 7 � 1/2"(min.)-4" n P ° 9� _ �r 1/2"(min.)-4" ]) Gor, •(\E� SEGU�� �QGs• M 00 _ _ — 31/2"(m n.) - 4" _�= I - y - �r - -'I� (2) #5 CONT. 4" "- -4}' U.N.O. MIN. rCC TYPICAL BEARING WALL @ STEP 2x STUDS @ 16" O/C M�N�MO �s \ 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. @ K.O. BLOCK EMMA SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP) #5 REINFORCING WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE �, ' z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ks1 T A D FINISH GRADE o0 [GRADE 60 MIN. Fy= 60ksi) 25" MIN. LAP [30" MIN. LAP] 7 I _ _ O° 6 MIL VAPOR BARRIER -� o ° I = R 1 7/8" T III —III T #5 REINFORCING BAR -� Z o frm Tff Tff�Tf—Tr- • �Tt l- T #ri I AP SPI IC F e r COMP. SOIL. (COMPACTED TO SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" QS3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 ° ° 'v GRADE a 00 — — — — — • (1) #5 REBAR w/ OPT. 1T=1 —I I [= I I— I I-1 11= I I —SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS fV ' Cn r L a .� I�� I I _ I I—T �60 4„ II •I I I � . � • :.. I —I I h SEE A/S3 0R J/S6 -� -I LI I 111 I I , I, -1- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST 2RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 95% MODIFIED PROCTOR ASTM=1 I- D1557)m-r 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x „ HOLD GYP. BD. 1/2" FROM SLAB 0101, J CONT. BEAD SEALk INTERIOR -31- - /2" ot • a o '.• .... CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB Ca A. ao •c E- C'J III= 12 M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=T-0" -2X STUDS @ 24" O.C. U.N.O. GARAGE �1`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 I WWF OR FIBERMESH ) �, K S3 SCALE:3/4"=V-0" \ S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM w END OF 2" x PLATE 0 LU p U a A LU ' 1=1 I I-1T I —I • U 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 D-A I II T� III; o (2) #5 CONT. =1 I I III I I I , , I ON 3" CHAIRS (TYP.) 8 1-4 8 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 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. CONNECTION INFO ° ' SEE PLAN FOR jk & LAYOUT DESIGN �;; a a d _ - TOP OF BEAM SEE ROOF PLAN C G d C 4 ' r (2) HTS20 FOR STRUCTURAL 4' BEAM SIZE & N a -Ir I ! CONNECTION INFO M - ° 8 T. 2x4 P.T. I 2x4 #2 SYP P.T. FRAMING w/ _ _ _' PLATE � a TnsSEE A/S3/J/S6 • MIN 7/16" O.S.B. SHEATHING FOR REINF. INFO. � fi�r-rr 8 O.S.S. z ATTACHED PER NAILING w SCHEDULE OPTION #1 Ir Q SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION Q > > J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g i COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL - O.0MASONRY 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 z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q ' w SIZE VARIES PER PLAN i j w/ MIN. (2) #5 VERTICALS oo ? GRAD > FILLED SOLID (SEE PLAN FOR ,i' SIZE AND REINFORCEMENT) 0 • W aw0 v BRICK PAVERS or SLAB PER o o `" = • • • • - z V-0" FIN. FLR.Ah COMMUNITY SPECS " "' �¢ FOOTING v BEYOND ti . • .• . PAD REINFORCEMENT 3" MIN. CLEARANCE W. 4, ;: SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH - .R .. . ,•. CONC. PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL KN SCALE: 3/4" = V-0" SCALE: N.T.S. S3 N O N Q 3 ,o J Roo -'+ Q-0Mx -0 N � vo-- V N -.4LI c aW Q) ® ~E�5c > °, n vW D � A cE �c E c3 m o a 5 I c11, I. ,O•� i r; 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Enginee s signature and seal. W lotN pp a �E U II,, � CV V a) � G A>-0 N J LL N 0)��ZR v) M y - W a s Z 0 0 = r �o W D �� t Qo W � WIL J 0 LOM Z w V O z o� F= ❑00 2 W (D M o z z Q J a � m z o CS CAN V 0 w o N Lr N A� w 1- J EEo c� o � Q Y • N 01 14s o CD w _ 3 Z _l U_ cd E zo oo > N <� � OI o a � n3 o E �< -o U o� z t Wo o W, - G 0 10 Z� z m j �m <<w 8 o a° W T � 00 a LL N �? =3 o w a s To To o�<< N O > CD LO LO Q ��— 00 Y 6 Y r im m O N � ¢r I .Q CV ` O� LO •— � T E E � o Z m Z 3 U) E r E C a U 1 ¢ p JOB NO: 22-04746 SCALE : AS NOTED SHEET NO. S3 (MONO)