36375-36395 Garden Wall Way - Laserfiche WebLink

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-70- 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 Y8" GYP. TYPE ")C@ 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 GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x1 6" 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 x S.P.F. (OR EQUAL) STUDS @ 16" O.C, U.N.O. SIMPSON SP2 w/ 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) 10-4- (R302.1 1) 16d TOENAILS T & B SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.1 1) 5/8- x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"'x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1) REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE.NSULATION 3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C.00@ BOUNDARIES, 6" O.C. @ PER CHART ON FLOOR PLAN (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10'WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 114" DIA. X 3 1/4" TAPCONS @ 24" O/C & SLAB & BLOCK EDGES, AND @ 12" O.G.@ FIELD SP1 w/ (10) 10d NAILSIF "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 1 Od NAILS ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE :E5!8 xMPSON O.C.0 NOTED, TH15 REFERS TO THE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ N 3- (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 2"'x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND w/ R903,2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) ELEV. 0'-0" (ALT: 1/2"x12"TITEN HD 24" x P.T. BOTTOM PLATE @ REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER A.F.F. O.C. OR 5/8"xl O'WEDGE ANCHOR 2#1 x 6 W1.4 x W1.4 INCLUDE THE WALL /211 x 6 W1.4 x W1.4 t, SHINGLE ROOF, SHINGLES TO I @ 24" O.C.) WWF OR FIBERMESH ATTACHMENTS / WWF OR FIBERMESH BE IN ACCORDANCE w/ ASTM D7158-CLASS G H, ASTM �I-Fff- 4 z ELEV. 4-3 3 1/2" MIN. 3 1/2" MIN. or or D3161-CLASS F, IN 1 -911 A I 4 _6 2x4 FONT. A.F.F. -F uo LI 12 ACCORDANCE w/ TABLE CD I> -AS 1/2'(min.)- 4" 2� 4-� (TYP.) TYPI) VARIES Z7 R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) GA 4 4 'RAGE DEPTH VARIES 4 CNI 41 rl�3 1/2"(min.),- IS = . 00 0 Ile- killill.). RESIDENTIAL 4 10M, : LE [ 1� ! !� I � I R Ll ll�: IF LI '�7 INSULATION LE ROOF SHEATHING -SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING (2) #5 CONT. 1� It �E., � (2) #5 CONT. T-4 8" FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G'� GARAGE SLAB AT STEP B� U.N.O. MIN. TYPICAL BEARING WALL STEP (cD SHEARWALL rc,�� U.N.O. MIN. TYPICAL BEARING WALL @ STEP rcc� 23 L 2 S 2 ELEV. VARIES SEE SEE TYP. WALL SECTION SCALE: 3/4"=V-Olt ��3� SCALE: 3/4"=V-0" � �3 "SHEAR WALL" SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" 3 1 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING BOARD PER CODE 5/8" IiVEDGE (OR ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.\O SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ABOVE) W/DRYWALL 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. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \,P!obos CEILING & 8" O.C. WALLS ly 2x STUD 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 NOTE: CHART ON FLOOR FILLED SOLID W/GROUT 1"xPT STUD 2x BLOCKING HORIZONTALLY@ APPLICATION SEE SECTION C/S3 FOR 10'-0" (R302.1 1) PLAN 1x2 P.T. HORIZONTAL8" #5 VERT. IN FILLED CELL SEE CC/S3 OR INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2K ADDITIONAL INFORMATION -1/2" GYP WB (MIN.) @ GARAGE NAILER C.M.U. TYPICAL G/S3 FOR ANCHOR "J" 5/8"' x 10" "J" BOLT @ 24" O/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/ (10) SIDE IF APPLICABLE. STD. 90-HOOK (SEE DETAIL) "S" BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK 10d NAILS 5/8"DIA EXPANSION BOLT @24 PE 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/ (110) 1 Od NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN, LAP [24" MIN. LAP] X #5 REINFORCING x 3500#, MIN. TENSION 2600#) SPACE ANCHOR ARCHITECTURAL SPACED EVENLY w/ (10) 1 Od NAILS C%j 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED . /< _j BAR BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 END OF 2" x PLATE WWF OR FIBERMESH F 1x2 PT WD FURRING @ 24" __FINISH TYP. ASSUMED FINISHED -1 ci PER MFR INSTRUCTIONS 'N�'-#3 OR #4 REINFORCING BAR X Uj �/ 0 L GRADE I> CIN #3 & #4 LAP SPLICE GRADE 40 MIN. Y= S Cn 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE MONO OR STEMWALL----,, FOOTING MONO SHOWN FINISH GRADE 50 M 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi]: /< Q_ '/ _1� X >< LU I> OL ii I I '- FOUNDATION PLAN FOR LOCATIONS) 00 FOR CLARITY 6 MIL VAPOR BAR I> BARRIER I I I I .. T, �;=M�. 0? 1 -11 1=9 _. M-111 _11 - #5 REINFORCING BAR cr) R 17/8" X A 1x4 P.T. BASE NAILER #5 LAP SPLICE 7- 4'x4" INSPECTION (2) #5 CONT.- 3 1/4" BASEBOARD PORT AT EACH NOTE: t> m *FOR BEARING WALL -Ili COMP. SOIL. (COMPACTED TO 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS (TYP.) 8" 1'-4" 81 MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM 101, MIN PSI MAY VARY PER co AT GARAGE CONTRACTOR Ll Ll -ij 1 T 7�7 i 1 i i i i 1- D1557) 4 114" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE TO SLOPE -d IF T il #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/ WlAXW1.4 WWF OR _\ /-NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION (D� TYPICAL EXTERIOR FRAME WALL FOOTING E� REBAR DETAILS rF WALL w/ UPLIFT rG "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION, FOR ADDITIONAL SCALE: 31411=1*-O" ��3� SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" �3 SCALE: N,T.S. ��3� SCALE: 3/4"=V-0" SLAB INFORMATION. SLAB INFORMATION. V 6 x 6 W1.4 x W1.4 SEE PLAN VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 xW1.4 6 MIL VAPOR -/ 60 3 1/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3)SEE 10d NAILS TO TRUSS TOP CHORD ROOF PLAN FOR TRUSS WWF OR FIBERMESH BARRIER 4111I ///" min.) 4":;) • A. -4 GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO COMP. SOIL. Q1 1.: • & LAYOUT DESIGN 7- (COMPACTED TO 95% I III III (1) #5 REBAR w/ OPT. SEE ROOF PLAN 'd A MODIFIED PROCTORI ASTM D1557) 5YKttN ENCLOSURE -T 1 r- T (2) ✓HTS20 FOR STRUCTURAL BEAM SIZE & • 47. E .4 3" MIN. CLR. (2) #5 REBAR CONT. 1-4' (1 STORY) STD. 90 HOOK (SEE 4' CONNECTION INFO 7z :7 ON 3" CHAIRS TYP. 4" V-8" (2 STORY) MIN. U.N.O. DETAIL) 2X4 P.T. PLATE 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S . 1. 1 6 �IT MIN 7/16" O.S.B. SHEATHING TYPICAL WALL SECTION TYPICAL THICKENED SLAB EDGE rL /-w,7/16" S.B. z 0 ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCALE: 3/4" V-0" SCALE: 3/4"=V-0" flA U-1 W SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL P.. 2 x 1/2" GYP. BD. COLUMN LOCATION I I § -, SEE PLAN FOR STRUCTURAL SLAB INFORMATION. HOLD GYP. BD. 1-4, 1/2" FROM SLAB 1, LU LU COLUMN SIZE AND BASE CONNECTION INFO. SLAB STEP & RECESS S.G.D.rM 01-011 0 CONT. BEAD SEALANT, __j (0 SCALE: 3/4"=11-0.1 1\ �3 OPT: DEPRESS SLAB 5j/2" DEEP AND 6" BEYOND - DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND .1 < INTERIOR 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 11601 FOR SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT 4. . -3 1/2" COLUMN TO PORCH SILL w/ 1/4"ff' TAPCONS AT 8" O.C. MASONRY WALL AND CONCRETE SLAB -14"-, O.H.D. RECESS 13 O.H.D. RECESS .4 GARAGE ATTACHMENTS & 11801 -1 PAD FOOTING PAVERS CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS E TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS c� _.7 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART z SQUARE CMU BLOCK BASE, TO FOUNDATION PAD E= FOOTING STEEL MAT REINFORCING. C'J EL . U) 0 CONT. PLATE TO CONCRETE (MIN. SHEAR 180# MIN. ON FLOOR PLAN CONT. BEAD SEALANT L SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS co GRADE 4 i i i 1 7-- F 00 4 0? CONIC TENSION 120#) CONCRETE SLAB 6x6W1.4xW1 .4 C:�! FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) -- LU Eff IE- I I �J-_j 0? WWF OR FIBERMESH Cl) LU z n LU LU LU -4 z OLUU)= rF MT117=_7 BRICK PAVERS or SLAB PER 00 U_ Cn SEE A/S3 OR J/S6 SEE A/S3 OR J/S6 LriT-- 6 MIL VAPOR 1L U-0" FIN. FLR COMMUNITY SPECS ----I I FOOTING Lu W=M IG FOR REINF. INFO. 3"MIN, CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER BEYOND 1' f4' (1 STORj') V-8" (1 STORY W/ DEPRESSED SLAB OPT.) 1'4" (1 STORY) -I E, Wl r,i�l I11 PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) 18" (2 STnR V-8" (2 ST RY) 4" 4" 4. SEE FOUNDATION CONG. PAD INFO. FOOTING WIDTH SEE SCHEDULE' GARAGE DOOR SLAB RECESS GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K" K� TAPER rCD 1I%2 ED COLUMN FRAMING PATIO COLUMN FTG. DETAIL SEE TYP. WALL SECTION FOR SCALE: N.T.S. SEE TYP, WALL SECTION FOR SCALE: N.T.S. SCALE: 314"=V-0" SCALE; 3/4" = V-0" SCALE: N.T.S. � S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 2 C11 CC ct- C) rfo C-1. % 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 Engineer's signature and seal. 0 W E 8 C1q C� M 4r-, 0 cx) L_j u, Z C? W 0 02 C� W to im z -, Fl z- co a04 < z (.3 W 0 co ) Q 0 LU Cc j 0 ILLI 8tile& to U) E aim LU A L) (D 5 < 0 C.0 z § QE go Qs ca C=) C=) W 0 < M ZZE < F 0 < W U) 42) 0 z z (=> 2 CID 5 .2 C:) 0 C 4 M CO CY) Cy') CN Cr 00 50 7c �2 Wm cy-) C%4 0 CN LO M 04 I C'4 C) Q LO C-0 r C14 T- E CD 00 0 M z E T_ U) E C9 0 __j < JOB NO: 22-06565-06560 SCALE : AS NOTED SHEET NO. S3 (MONO)