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HomeMy WebLinkAbout1021 W 25 St Site planNOTES: 0'-0" (REF) = (ACTUAL) T/SLAB (UNO) OIL -2'-0" T/FTG (UNO) FOUNDATION PLAN S2 1/4"=l' -O" REINF w/ -W1.4xW1.4 WWF) ON FED SUBGRADE. IES, JOINTS, ETC. & MATCHING DOWEL & AT CORNERS, WALL OPENINGS. © 16" OC MAX. ONAL REQUIREMENTS. SEE NOTE WD -6. AD BEARING WALLS. Z� REVISION SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER gVILD/N REQUIRING A CORRECTION OF. ERRORS IN PLANS, G CONSTRUCTION OR VIOLATIONS OF THIS CODE SANFORD o�'OARTI,xli; ALLAN and CONRAD, Inc. O CONSULTING STRUCTURAL ENGINEERS 1280 PALMETTO AVENUE (407)628-5282 WINTER PARK, FLORIDA 32789 ,4.( 'c8 #767 DESIGNER: WAYCOOL Homes - ❑1 4" (ACTUAL DEPTH) CONC SLAB ENGINEERING CONSULTANT: 10'-8" 72'-0" 12'-4" POLYPROPYLENE FIBERS (OR 6x6 VAPOR RETARDER OVER COMPAC STA OF �� �'.;S/ONAL..V�.1. % 1111110 ROBERT A. DELANY, PE 22383 PROJECT INFORMATION: "Monster House" 1019 W. 25th St. Monster House COORD SLOPES, RECESSES, FINIS w/ ARCH DWGS. PLAN HISTORY DATE 14'-0" 28'-0" 7'-4" 08-28-13 CONSTRUCTION DOCUMENTS 10-22-13 8" CMU WALL REINF w/ #5 VERI 07-24-14 FOUNDATION REVISION SHEET DATA: DESIGNED BY: AJW DRAWN BY: SVW IN GROUT FILLED CELL @ 48" OC INTERSECTIONS & EACH SIDE OF FOUNDATION PLAN SHEET G 21> as U J PROVIDE CONT JORIZ JOINT REINI SEE MASONRY NOTES FOR ADDIT =NOTUSE=D.= ® 2x4 LOAD BEARING STUD WALL. 6 ❑5 THICKENED SLAB AT INTERIOR LC SEE DETAIL 13/S4. S4 2 5 TYP s4 ® ® ® C) I I I I III z6LI 11I T SLOPE DN 3 lel r-3T):1, 11 S4 fS4 I I I 3 II I II o WF -1.33 ® WF -1.33 L � II SLOPE DN I II ® l -1 as - - - - - - - - - - - --a — � ----- a e ------e a ghee — M I �� Di I I I I IJ_I I III III I I I I � ^I I I ►� S I I NO SLABI I YA3 IIICD I I S4 2 0 � 2 l 0 S4 II I S4 II I I III B I O I 0 1 I 6 0 I o WF -1.33 --J I I I L---- ---J I I I 45 I S4 e L---� 1 a a as a B a ______ _ _ _JLjj l I o I CD N ag a a 9 IBI F-- ----- — — 6" 4 5 � I I 4 I 6» III -0'-6" I I I I I I I 2 I I® I T/SLAB J L------� I I I ®L---- 00 00 6 S4 4 6" S4 i7 S4 I I--------------- I WF -1.33 Z� T/SLAB [--a ® —Ti -1 ® ® 19 IN 1i ® ® RI ® -------------- 2 � WF -1.33 RECORD COPY 6 2 S4 S4 REVIEWED FOR CODE COMPLIANCE PLANS EXAMIN 7 - 31-7�/ER 71'-4" 23'-8" DATE 0'-0" (REF) = (ACTUAL) T/SLAB (UNO) OIL -2'-0" T/FTG (UNO) FOUNDATION PLAN S2 1/4"=l' -O" REINF w/ -W1.4xW1.4 WWF) ON FED SUBGRADE. IES, JOINTS, ETC. & MATCHING DOWEL & AT CORNERS, WALL OPENINGS. © 16" OC MAX. ONAL REQUIREMENTS. SEE NOTE WD -6. AD BEARING WALLS. Z� REVISION SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER gVILD/N REQUIRING A CORRECTION OF. ERRORS IN PLANS, G CONSTRUCTION OR VIOLATIONS OF THIS CODE SANFORD o�'OARTI,xli; ALLAN and CONRAD, Inc. O CONSULTING STRUCTURAL ENGINEERS 1280 PALMETTO AVENUE (407)628-5282 WINTER PARK, FLORIDA 32789 ,4.( 'c8 #767 DESIGNER: WAYCOOL Homes - PH 407-599-3922, FAX 407-599-3923 ENGINEERING CONSULTANT: ,,�11111III STA OF �� �'.;S/ONAL..V�.1. % 1111110 ROBERT A. DELANY, PE 22383 PROJECT INFORMATION: "Monster House" 1019 W. 25th St. Monster House Seminole County, Florida PLAN HISTORY DATE DESCRIPTION 05-09-12 PRELIMINARY DESIGN 08-28-13 CONSTRUCTION DOCUMENTS 10-22-13 COUNTY COMMENTS 07-24-14 FOUNDATION REVISION SHEET DATA: DESIGNED BY: AJW DRAWN BY: SVW SHEET DESCRIPTION FOUNDATION PLAN SHEET G 21> as U J = SAW—CUT CONTROL JT_ WITHIN 12 HRS. MAX. — FILL w/ ELASTOMERIC JT FILLER UNCOVERED SLABS DEPTH "d", SEE PLAN o 3;: FOR SLAB THICKNESS \ 0 ;Ilial �II � o N � ,S = CONSTRUCTION JT W/ FORMED METAL KEYWAY (STOP MESH ES OF JT) 1" DEEP SAW -CUT SEE PLAN T/SLAB COMPACTED SUBGRADE TYP SLAB CONST/CONTROL JT DET 3/4"=1'-0" nNiF rr:NTER MASONRY DE CORNER BARS AN 8c NO AS HORIZ RE NF CORNERS 2"x4" KEYWAY HORIZ REINF----. I STD HK 0- < J INTERSECTIONS TYP HORIZ REINF IN 5 BMS, WALLS AND FGS S4 3/4"=1'-0" SIMPSON META12 CONT 2x BLOCKING OL SEE PLAN TRUSS BRG BEAM GROUTED SOLID 15/32", 32/16 SPAN RATING EXPOSURE 1 APA RATED SHEATHING UNO. ATTACH w/ 8d@12"OC AND 6"OC@ PANEL EDGES 12 6 PRE—ENGINEERED a Q WOOD TRUSS, o SEE ARCH I g w Q w w V) m • #5 AT 48"OC VERT MASONRY BEAM, SEE PLAN TRUSS BRIG AT MB -1 3/4"=1'-0" (2)-16d — (TYP) 2 2x6 BLOCKING 1—#5 CONT SEE PLAN T/SLAB 1'-0" TYP / 8" COMPACTED SUBGRADE W/ BLK BELOW PROVIDE BLK WHEN FTG IS BELOW 48" (SEE DETAIL 3/S4) TYP THICKENED SLAB EDGE DET 3/4"=1'-0" VERT REINF IN GROUT FILLED 12 6 CONT 2x BLOCKING SIMPSON DSSP (TYP) SEE PLAN TRUSS BRG 2x4 DOUBLE TOP PL PRE—ENGINEERED WOOD TRUSS, SEE ARCH HURRICANE CLIP ANCHOR SIMPSON H3 OR EQ TYP (EITHER SIDE OF WALL) 2x4 STUD WALL TRUSS BRG AT STUD WALL 3/4"=1'-O" 2x4 BLOCKING BOTTOM CHORD, OLSEE PLAN SEE NOTE MT -9. T/SLAB flu U T/BM 2x4 BLOCKING TRUSS 1-#5 CONT (5)-16d IN GROUT FILLED SIMPSON "H5" w/ (8)-8d BOND BEAM TIE BM, 2x4 PT x CONT SEE PLAN (2) LAYERS 15# FELT BTWN WOOD & CONC 16d @ 24" OC 1/2"Ox8" LG AB @ 24"OC GABLE END WALL BRACING 3/4"=1'-0" CMU WALL, SEE PLAN 1-#5 CONT SEE PLAN T/SLAB j 8" MIN COMPACTED SUBGRADE WF -1.33 2-#5xCONT O r 1 -4 L TYP THICKENED SLAB EDGE AT CMU STEM WALL HORIZ JT REINF 16" OC JT MATERIAL, SEE ARCH ALL DWLS TO BE TIED IN PLACE BEFORE PLACING C C J 2-#5xCONT 3" CLR A2_ ---VERT REINF IN GROUT FILLED CELL w/ LAP © T/SLAB & MATCHING DWL, SEE PLAN FOR LOCATIONS. CUT OUT FACE SHELL OF J BLK FOR CLEAN-OUT & INSPECTION HOLE. OL SEE PLAN T/SLAB =j11 - COMPACTED SUBGRADE / WF -1.33 SEE PLAN T/FTG • 0 V-4" INT BLK WALL AT FTG 3/4"=1'-0" WOOD TRUSS, SEE PLAN SIMPSON H3 DOUBLE 2x10 HEADER 2x4 DOUBLE TOP PL. SIMPSON DSSP (TYP) TYPICAL 20 WALL STUD 2x4 TRIPLE STUD AT OPENING / SIMPSON / HUCQ210-2-SDS 11 TRUSS BRG AT HEADER S4 3/4"=1'-0" THICKENED SLAB AT LOAD BEARING STUDWALL 3/4"=1'-0" 6" MAX, 1-11A nnKIT rr nnnii SEE PLAN T/SLAB 4 DEPRESSED SLAB DET S4 3/4"=1'-0" SIMPSON META12 CONT 2x BLOCKING OIL SEE PLAN TRUSS BRG �1—#5 CONT j IN GROUT FILLED BOND BEAM 12 6 PRE—ENGINEERED WOOD TRUSS, SEE ARCH CMU WALL, SEE PLAN TYP TRUSS BRG AT CMU WALL 3/4"=1'-0" MIN LAP SPLICE LENGTH SCHEDULE CELL w/ LAP @ T/SLAB HORIZ JT REINF @ 16" OC I &MATCHING DWL, SEE #4 PLAN FOR LOCATIONS. II CUT OUT FACE SHELL OF #8 BLK FOR CLEAN-OUT Q J & INSPECTION HOLE. 1-#5 CONT CONC SLAB, SEE PLAN 18" 22" 26" SEE PLAN GRADE T/SLAB =111=1),I 11I I�---COMPACTED COLUMN SUBGRADE ALL DWLS TO BE TIED 22" IN PLACE BEFORE 38" PLACING CONC WF -1.33 / SEE PLAN 2-#5xCONT o o T/FTG 3" CLR PROVIDE STL PIPE SLEEVE 2 AT ALL MECH PIPE THRU 1'-4" WALL, DROP FTG AS REQD, 66" CONTR COORDINATE. DO NOT EXCAVATE UNDER EXIST FTG 16" INSTALL PLUMB. 6 EXT BLK WALL AT FTG ALT S4 3/4"=1'-0" 86" 12 6 CONT 2x BLOCKING SIMPSON DSSP (TYP) SEE PLAN TRUSS BRG 2x4 DOUBLE TOP PL PRE—ENGINEERED WOOD TRUSS, SEE ARCH HURRICANE CLIP ANCHOR SIMPSON H3 OR EQ TYP (EITHER SIDE OF WALL) 2x4 STUD WALL TRUSS BRG AT STUD WALL 3/4"=1'-O" 2x4 BLOCKING BOTTOM CHORD, OLSEE PLAN SEE NOTE MT -9. T/SLAB flu U T/BM 2x4 BLOCKING TRUSS 1-#5 CONT (5)-16d IN GROUT FILLED SIMPSON "H5" w/ (8)-8d BOND BEAM TIE BM, 2x4 PT x CONT SEE PLAN (2) LAYERS 15# FELT BTWN WOOD & CONC 16d @ 24" OC 1/2"Ox8" LG AB @ 24"OC GABLE END WALL BRACING 3/4"=1'-0" CMU WALL, SEE PLAN 1-#5 CONT SEE PLAN T/SLAB j 8" MIN COMPACTED SUBGRADE WF -1.33 2-#5xCONT O r 1 -4 L TYP THICKENED SLAB EDGE AT CMU STEM WALL HORIZ JT REINF 16" OC JT MATERIAL, SEE ARCH ALL DWLS TO BE TIED IN PLACE BEFORE PLACING C C J 2-#5xCONT 3" CLR A2_ ---VERT REINF IN GROUT FILLED CELL w/ LAP © T/SLAB & MATCHING DWL, SEE PLAN FOR LOCATIONS. CUT OUT FACE SHELL OF J BLK FOR CLEAN-OUT & INSPECTION HOLE. OL SEE PLAN T/SLAB =j11 - COMPACTED SUBGRADE / WF -1.33 SEE PLAN T/FTG • 0 V-4" INT BLK WALL AT FTG 3/4"=1'-0" WOOD TRUSS, SEE PLAN SIMPSON H3 DOUBLE 2x10 HEADER 2x4 DOUBLE TOP PL. SIMPSON DSSP (TYP) TYPICAL 20 WALL STUD 2x4 TRIPLE STUD AT OPENING / SIMPSON / HUCQ210-2-SDS 11 TRUSS BRG AT HEADER S4 3/4"=1'-0" THICKENED SLAB AT LOAD BEARING STUDWALL 3/4"=1'-0" 6" MAX, 1-11A nnKIT rr nnnii SEE PLAN T/SLAB 4 DEPRESSED SLAB DET S4 3/4"=1'-0" SIMPSON META12 CONT 2x BLOCKING OIL SEE PLAN TRUSS BRG �1—#5 CONT j IN GROUT FILLED BOND BEAM 12 6 PRE—ENGINEERED WOOD TRUSS, SEE ARCH CMU WALL, SEE PLAN TYP TRUSS BRG AT CMU WALL 3/4"=1'-0" MIN LAP SPLICE LENGTH SCHEDULE BAR TYPE BAR SIZE #3 #4 #5 #6 #7 #8 #9 "Monster House" 1019 W. 25th St. FOOTINGS 16" 18" 22" 26" 38" 43" 49" CONSTRUCTION DOCUMENTS 10-22-13 COLUMN - - 22" 26" 38" 45" 56" WALLS 16" 18" 22" 26" 43" 54" 66" SLABS 16" 22" 32" 43" 69" 86" - BEAMS (TOP) - - 28" 34" 49" 59" 73" BEAMS (MID & BOT) - - 22" 26" 38" 45" 56" STIRRUPS 16" 18" 22" 26" - - - FILLED CELLS SEE MASONRY NOTES Ai REVISION eulLoti SANFORD �A`1RTlvl�� ALLAN and CONRAD, Inc. CONSULANG SA7UCTURAL ENGINEERS M 1280 PALMETTO AVENUE (407)628-5282 WINTER PARK, FLORIDA 32789 • EB #767 DESIGNER: WAYCOOL Homes - PH 407-599-3922, FAX 407-599-3923 ENGINEERING CONSULTANT: ,,1►IIIIfII �,................ l I. STATE 0 �ORIOP: GNAL ff 1111•` ROBERT A. DELANY, PE 22383 PROJECT INFORMATION: "Monster House" 1019 W. 25th St. Monster House Seminole County, Florida PLAN HISTORY DATE DESCRIPTION 05-09-12 PRELIMINARY DESIGN 08-28-13 CONSTRUCTION DOCUMENTS 10-22-13 COUNTY COMMENTS 07-24-14 FOUNDATION REVISION SHEET DATA: DESIGNED BY: AJW DRAWN BY: SVW SHEET DESCRIPTION SECTIONS AND DETAILS -� SHEETS4 0 I __j cn