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1753 E. Park Terr RES20-0114 13 of 15 structural dwgs_1GENERAL NOTES ALL-THREAD NOTES EPOXY NOTES 1. CODES USED: 2017 FLORIDA BUILDING CODE, RESIDENTIAL EDITION, ACI, NDS, APA AND ASCE7-10. 1. ALL-THREAD CONNECTORS TO BE 318" DIAMETER BARS PLACED AT 4' O.C. IN ALL BEARING 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER WALLS, UNLESS NOTED OTHERWISE ON PLANS. EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPOXY OR EPOXY 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. AUTHORITIES HAVING JURISDICTION OVER THE WORK. 2. ALL-THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE COUNTED AS PART OF THE DESIGNATED O.C. SPACING. 2. MANUFACTURER'S DATA FOR ALL EPOXY AND EPOXY GROUT SHALL BE SUBMITTED TO THE 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPOXY PRODUCTS ARE: CONSTRUCTION. 3. PLACE ALL-THREAD RODS WITHIN 6" TO 10" OF EACH CORNER AND AT EACH INTERSECTION OF BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: HILTI HY150, HILTI HSE2421, SIMPSON STRONG-TIE SET OR APPROVED EQUAL. 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS. 5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED ASSUMING 2500 PSF SOIL CAPACITY. 6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. CONCRETE NOTES 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST EDITION, "SPECIFICATIONS FOR STRUCTURAL CONCRETE". A. PLACE SHEARWALL RODS (SPECIFIED ON PLANS) B. PLACE HIGH UPLIFT RODS (SPECIFIED ON PLANS) C. PLACE CORNER RODS D. PLACE ALL OTHER RODS. 4. ALL-THREAD SHALL BE DRILLED AND EPOXIED INTO FOOTING WITH SIMPSON SET EPOXY SYSTEM, OR APPROVED EQUIVALENT. ALL-THREAD EMBEDMENTS FOR SHEAR WALLS AND HIGH UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. 5. WHERE NECESSARY, ALL-THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS. 6. MINIMUM EMBEDMENT OF ALL-THREAD SHALL BE: 6" -TYPICAL WALLS, MONOLITHIC FOOTING 7" -EXTERIOR WALLS, STEMWALL FOOTING 8" -MASONRY WALLS 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL CONFORM TO ASTM C150, 7. ALL-THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOWN IN TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1½" INCHES FOR FOUNDATIONS, AND¾" FOR ALL SLABS AND SHALL THEIR RESPECTIVE DETAILS ON THIS SHEET. CONFORM TO ASTM C33. 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. 4. 4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 112" FIBERMESH OVER A 6 MIL. VAPOR BARRIER AND TERMITE TREATED SOIL. 8. USE 2" SQUARE WASHERS ON ALL-THREAD AND ANCHOR BOLT LOCATIONS, U.N.O. 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, IT IS ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) ROW OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2) SPH. PLACE A 112" ANCHOR BOLT WITH 6" EMBEDMENT WITHIN 6" OF DOUBLE STUD GROUP. 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY 10_ FOR TWO FEET BELOW THE BOTTOM OF THE FOOTING. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOW, IT IS ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTTOM OF THE ROD WITH A 3" SQ WASHER AND NUT. 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. ALL CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT". SHEATHING NOTES 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., AS REQUIRED FOR FOR WALL SHEATHING: MECHANICAL TRADES BEFORE CONCRETE IS PLACED. 1. FOR STUCCO AND STONE: MIN ~" OSB OR PLYWOOD, SPAN RATING 32116, INSTALLED 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER. 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; 10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH 10.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER 10.3. 1 112" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY REINFORCEMENT. 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE DETERMINED FROM FOUNDATION PLAN, CONTACT THE ENGINEER OF RECORD. VERTICALLY, OR MIN{." OSB OR PLYWOOD, SPAN RATING 32116, INSTALLED HORIZONTALLY, TO WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 2. FOR ALL OTHER VENEER: MIN {." OSB OR PLYWOOD, SPAN RATING 24116, INSTALLED VERTICALLY OR HORIZONTALLY, TO WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD (BLOCKED PANEL EDGES) OR 6" O.C. EDGE AND FIELD (UNBLOCKED PANEL EDGES). 3. FOR CURVED WALLS: TWO (2) LAYERS OF¼" PLYWOOD. FASTEN WITH 10d NAILS AT 6" O.C. ON EDGE AND 12" O.C IN FIELD. OUTER LAYER OF PLYWOOD PANEL EDGES MUST BE LAPPED 24" MIN WITH INNER LAYER. SHIM FRAMING AS NEEDED FOR TIGHT FIT. FOR ROOF SHEATHING: 1. FOR SHINGLE AND METAL ROOF: MIN r," OSB OR PLYWOOD, SPAN RATING 24116, INSTALLED PERPENDICULAR TO ROOF FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 12. STEM WALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF STEM WALL WILL 2. FOR TILE ROOF: MIN ld" PLYWOOD, SPAN RATING 32116, INSTALLED PERPENDICULAR TO ROOF FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. EXCEED SIX (6) COURSES IN HEIGHT. 13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEM WALLS, THE TOP TWO COURSES OF STEM WALL MUST BE FILLED. FRAMING NOTES 3. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD CONDITIONS. BLOCK PANELS AT 12" O.C. FOR FLOOR DECKING: 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2017 FLORIDA BUILDING CODE, 1· MIN¾" T&G OSB OR PLYWOOD, SPAN RATING 48124, INSTALLED PERPENDICULAR TO FLOOR FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE TREATED. 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. 7. DIMENSION LUMBER 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER THE DETAILS. 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED BELOW: 8d =0.131"x2-1l2" 10d = 0.148" x 3" 12d = 0.148" x 3-114" 16d = 0.162" x 3-112" 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN AND/OR THE FOOTING DETAILS SHEET. 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. EXTERIOR WALL STUD SPACING BRITTLE FINISH FLEXIBLE FINISH WALL HEIGHT (L/360) WALL HEIGHT (L/120) BEARING STUD SIZE AND GRADE 8 FT 9FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT CONDITION 2X4SPF STUD 16 12 .X X X 16 16 .X .X ONE 2X4 NO.2 SPF 16 12 >< X X 16 16 16 12 STORY 2X6 SPF STUD GRD OR NO.2 16 16 16 16 16 16 16 16 16 2X4SPF STUD 16 12 .X X X 16 12 X ..X. TWO 2X4 NO.2 SPF 16 12 X X X 16 16 12 >< STORY 2X6 SPF STUD GRD OR NO.2 16 16 16 16 16 16 16 16 16 NOTES 1. ALL NON-CORNER STUDS LOCATED IN WALL END ZONES TO BE DOUBLED, FASTEN STUDS TOGETHER WITH 12dCOMMONSAT8"O.C. 2. NON-BEARING WALLS MAY BE FRAMED WITH 2X STUDS AT 24" O.C. MAX. 12 FT ..X. ---x: 16 ..X. >< 16 2. USE OF APA RATED STURD-1-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 48124 AND MINIMUM¾" THICKNESS. FOR PORCH CEILING SHEATHING: 1. MIN i" OSB OR PLYWOOD, SPAN RATING 2410, INSTALLED PERPENDICULAR TO CEILING FRAMING. FASTEN WITH 8d NAILS AT 3" O.C. ON EDGE, 12" O.C. IN FIELD. LOAD TABLE ROOF: LIVE LOAD: DEAD LOAD: CEILING: LIVE LOAD: LIVE LOAD-STORAGE: DEAD LOAD: FLOOR: LIVE LOAD: DEAD LOAD: DECK LIVE LOAD: WIND LOADS: WIND SPEED: EXPOSURE: IMPORTANCE: BUILDING CATEGORY: ENCLOSED BUILDING: INTERIOR PRESSURE COEFFICIENT: ROOF PITCH: 20.0 PSF 7.0 PSF 0.0 PSF 30.0 PSF 5.0 PSF 40.0 PSF 10.0 PSF 50.0 PSF 130 MPH C 1.0 II 0.18 6:12 COMPONENT AND CLADDING DESIGN PRESSURES EFFECTIVE AREA, SF END ZONES, PSF INTERIOR ZONES, PSF 0-20 24.4 -32.0 24.4 -26.6 20-50 22.9 -28.8 22.9 -25.3 50-100 21.6 -27.2 21.6 -24.0 100-200 20.8 -24.4 20.8 -22.9 IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN ACCORDANCE WITH APPLICABLE SAFETY LAWS. 3. ALL EPOXY AND EPOXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 PSI AND TENSILE STRENGTH OF 2.300 PSI. 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 118" GREATER THAN THE DIAMETER OF THE STEEL MEMBER BEING INSTALLED. 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO INSTALLATION OF EPOXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS LAITANCE, DUST, DIRT, AND OIL. 6. CONTRACTOR PERFORMING EPOXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE MANUFACTURER FURNISHING THE EPOXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPOXY RELATED WORK REQUIRED IN THIS PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO DO THE WORK. SHEET INDEX S0.01 COVER PAGE/GENERAL NOTES S1.01 FOUNDATION PLAN S1.02 FOUNDATION DETAILS S2.01 FIRST LEVEL FRAMING PLAN S2.02 ROOF FRAMING PLAN S3.01 FRAMING DETAILS " "' a. ,: a. "' "' "' >-~ "' :8 ilj > 0 w ~ "' " N :l: t-z C w .. ;:;; .0 ;:;; E z 0 ~ 0 (.) z .0 i= "' 0 a. 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L ---I I U? I "' TYP.4(7'\ : ~ I 0: 8'-2" _ ___,,_ ______ 13'-0" --------,11,-K' !If" jl . 9l FRONT PORCH ~ FIN. FLR. ELEV. 6" B.F.F. 0 r-.------------181 181 I I ' C 0 1-----------------11 I I 4 I I I "' I 181 I I ---_t--' U? "' I L-""""'L------------------------~-_J ' I I I I ■ . I ,s1.ov ,. ~ -·-.I ---+---------+----------',.,,,;'-'-------t1:-=-::--::t---------t_=-=-:::-"~t------------t-----'k r--2'-2" ,r-----------18'-3" ------------,,-2'•2n -if-------12'-~" --------,f------11'-7;" -------¥-------12'~" --------¥---5'-6¾" ---+-------------22'-7" --------------,!' -----8'-1o¾"-----+---------------------35'-~"----------------------~----------------28'-1¾" --------------------,!" ,.•~---------------------------------------------72'-9"-----------------------------------------------,1'1' 0~4~1~ .. NDATION PLAN ~ 8"x8" THICKENED EDGE WITH LJ (1) #4 CONTINUOUS 24"x24"x12" DEEP FOOTING WITH (3) #5 BARS EACH WAY • CONCRETE PEDESTAL TO MATCH WALL FRAMING. TOP OF PEDESTAL TO MATCH F.F.E. • PROVIDE MIN (1) VERTICAL #4 OR #6 FULL HEIGHT OF PEDESTAL, REINFORCEMENT TO BEND 90"@ BOTTOM AND TIE TO FTG REINFORCEMENT • (2) TOTAL. :8 0 ~ N C .. .0 E ~ z .0 0 ~ "' z 0 cii ~ " a. "-"' >-"' z 0 i= "-i'i' (.) "' w " () z --z 0 -I-() ::::> 0:: I-(/) z 0 () -...J ...J UJ z <( (/) <( u.. Sheet No. "' ,: "' "' ~ [ij > w "' " :l: t-z w ::;; ::;; 0 (.) "' " "-" w ::, "' ~ UJ ~ 0 I ~ 0 I-(/) ::::> () z 0 (/) 0:: UJ I-UJ a.. <( N ...J <( z ::s a.. z 0 ~ 0 z => 0 LL I-(/) <I: UJ UJ ~ Cl: UJ I-~ Cl: 0: C') LO ,-._ ~ 0 C: Cl C: "' :i U) C: 0 (.) C') C') N N C') _j LL I () ii ca () I-z <I: -' ~ 0 1l ~ -.. .J ~o _, N ~~ :ti~ w"' a.(.) ~~ "" ·c: ·c: ~~ S1 .01 FINISHED ~ · GRADE ::;; 4 · , • FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH FIBERMESH. -illz--cl • • I~ I ; • ·. 111 6 MIL VAPOR BARRIER OR EQUIVALENT 111""'1 • I 111 WATERPROOFING BETWEEN COMPACTED = • . ·. . I 11 SUBBASE AND FOOTING/SLAB 111 I I == I I 1IJH1 " : 1 ONE ~TORY: x: 12·:,wITH (2) #4 1-.' . -TTT--, ' ,lL-,' TWO STORY. X 16 WITH (3) #4 THREE-STORY: X = 20" WITH (3) #5 G)OO.~.~OLITHIC FOOTING SECTION f 4" SEE PLANS FOR CURB HEIGHT 6 MIL VAPOR BARRIER OR EQUIVALENT WATERPROOFING BETWEEN COMPACTED SUBBASE AND FOOTING/SLAB CONTINUOUS BOND BEAM WITH 2500 PSI CONCRETE AND (1) #5 BAR FIBER REINFORCED CONCRETE SLAB, 4" THICK UNLESS NOTED OTHERWISE ON PLAN. .,,,,--8"X16" CMU STEMWALL, MAX 6 COURSES. VERTICAL REINFORCEMENT TO BE #5 DEFORMED BARS AT 48" O.C. FILL CELLS WITH 3000 psi CONCRETE. ONE STORY: TWO STORY: THREE STORY: d=8", b=16", (2) #4 BARS d=10", b=20", (3) #4 BARS d=12", b=24", (2) #5 BARS VERTICAL REINFORCEMENT TO HAVE 9" BEND AT BOTTOM AND BE EMBEDDED 4" INTO TOP COURSE. 0I4~~~CAL STEMWALL OPTION FINISHED }--. GRADE ~ 04 · • FORMED AND POURED PERIMETER CURB. SEE PLAN FOR CURB HEIGHT FIBER REINFORCED CONCRETE SLAB, 4" THICK UNLESS NOTED OTHERWISE ON PLAN. . . .. . ... 7 . . ... _..,....,-1_ 7' ..... 4 _' k, . ' ~~=------'k ·• . • • I I 6 MIL VAPOR BARRIER OR EQUIVALENT WATERPROOFING BETWEEN COMPACTED SUBBASE AND FOOTING/SLAB :;:;:,l!Jd;:1!,:.......,-,-,.......,..,l;:l-;¾-I J_I I I ... _,,,_,',_, ONE STORY: X = 12" WITH (2) #4 TWO-STORY: X = 16" WITH (3) #4 THREE-STORY: X = 20" WITH (3) #5 CURB DETAIL 2 3/4" = 1'-0" FINISHED ~L 12" 7 GRADE ~ FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH FIBERMESH. mm 1· · 11111 I I I i' II I I I~"'"-'-' MIL VAPOR BARRIER OR -111=11 l=i 11-EQUIVALENT WATERPROOFING BETWEEN COMPACTED SUBBASE AND FOOTING/SLAB FOOTING, PER PLAN CONTINUOUS BOND BEAM WITH 3000 PSI CONCRETE AND (1) #5 BAR FINISHED GRADE FIBER REINFORCED CONCRETE SLAB, 4" THICK UNLESS NOTED OTHERWISE ON PLAN. -----VARIES WITH GARAGE SLOPE ~~b~~:t 8"X16" CMU STEMWALL, MAX 6 COURSES. VERTICAL REINFORCEMENT TO BE #5 DEFORMED BARS AT 48" O.C. FILL CELLS WITH 3000 psi CONCRETE. ONE STORY: TWO STORY: THREE STORY: d=8", b=16", (2) #4 BARS d=10", b=20", (3) #4 BARS d=12", b=24", (2) #5 BARS @~.~~GE STEMWALL OPTION -_-111 'I F!Ril'-'--8"--1, 6 MIL VAPOR BARRIER OR EQUIVALENT -' ' -WATERPROOFING BETWEEN COMPACTED SUBBASE AND FOOTING/SLAB ONE STORY: X = 12" WITH (2) #4 TWO-STORY: X = 16" WITH (3) #4 THREE-STORY: X = 20" WITH (3) #5 3 ~~~.~RIOR BEARING FOOTING 4" FOR STONE BEARING 2'-0"----0, .o . 6X6 PT NO.2 SYP. ABU66, i"X8" ANCHOR. 24"X24"X4" PEDESTAL UNDER POST. (2) 14"X7" #5 L-BARS INTO PEDESTAL. FOOTING POURED WITH 3000psi CONCRETE WITH FIBERMESH. WITH (3) #5 BARS EACH WAY FOOTING TO BEAR ON FIRM UNDISTURBED SOIL. @~-~ESTAL FOOTING X/2 SEE PLANS FOR CURB HEIGHT 6 MIL VAPOR BARRIER OR EQUIVALENT WATERPROOFING BETWEEN COMPACTED SUBBASE AND FOOTING/SLAB ONE STORY: X = 12" WITH (2) #4 TWO-STORY: X = 16" WITH (3) #4 THREE-STORY: X = 20" WITH (3) #5 ©~~~~ING CURB STEP SECTION :8 0 ~ N C .. .0 E ~ z .0 0 ~ "' z " cii ~ () z " "' a. ,: a. "' "' "' >-~ "' w > w "' " :l: t-z w ::;; ::;; z " " (.) i= "' a. " i'i' "-(.) " "' w w ::, " "' ~ UJ ~ 0 -I z 0 -I-() ::::> 0:: I-(/) z 0 () ....J ....J UJ z <( (/) <( u.. ;,; .0 "' Cu_ ~w 0 ~ I-0 (/) I-<I: UJ (/) UJ ::::> ~ () Cl: z UJ 0 I-~ (/) Cl: 0:: 0: UJ C') I-LO UJ .... ~ a.. <( N ....J <( ~ t~ ~ "' al "' ~,: .c (.) C."' C. "' Cl) _J -~ w 0 z 0 ~ 0 z => 0 LL 0 u C: Cl C: "' :i U) C: 0 (!) (.) ., " !!! (.:> ~ ., u C: l'l ., <( 0 C') C') N N C') _j LL. 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I I I I I I I I I KITCHEN 7 I I I I I ____ _J ~---------! 0 0 (2) 2X12 2:2 --/ / (2) 2X6 2:1 w ■ (2) 2X6 CONT. HEADER 2:2 ICR I I\ 0 w f 5 \ (3) 2fu S3.01 ~ _J FRONT PORCH ~ -~ (2) 2X10 -B \l:,<'--_,_----------1-,\ ~~.--'< ,:¥--fffk~__J HUC28-2 0 -" / HUC28--2--' , ~ ) 0 \_/ (2)2X10 (2) 2X10 \_/ I /2) 2X10 B \.':7"---~-------~-----'s:'../0 0~}~.~T LEVEL WALL PLAN 11B N I ~ I 11\ I W.I.C. • S3.01 f--Ill I ---_J ,:,: (2) 2X6 "" ,:,: ,.,; "" EZ C> ,:,: "' ,:,: ;;o; ;;o, ,:,: 00 Iii~----------------a;;_ --------------V M.BATH (2) 2X6 2: t: .::: I fl~ ........... ...,., """"'r-=-CC==:::::&'..:j L/1611 6 I I o ! I o 0 -:; -----~-::=::::::'===)=-I""""'"-----' I l..=J J LDRY. RM. I " [8J IS] -S3.01 (2) 2X6 2:1 "'I\ STOOP f---------SW-9/S3.01--------<I I 2CARGARAGE @ (3) 2X12 3:4 w • 11\ S3.01 ~TYP. 11\ S3.01 FRAMING NOTES AND LEGEND TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO. 2x No. 2 SPF, UNO. STUD MATERIAL: HEADERS: ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. HEADER NOTATION IS: j NUMBER OF PLIES IN HEADER I NUMBER OF KING STUDS (2),2x6,2:1 ~ NUMBER OF CRIPPLE STUDS SIZE OF DIMENSIONAL LUMBER SHEAR WALLS: ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, ARE NOTED ON THE PLAN. f-SW-#/S#-f SHEARWALL LOCATION SEE DETAILS FOR FASTENERS l SHEET NUMBER DETAIL NUMBER ~-------SHEAR WALL DESIGNATION X • PORCHIGLULAM BEAM HIGH UPLIFT DESIGNATION. DETAIL NUMBER SHEET NUMBER !~----TRUSS/BEAM LABEL ~-------UPLIFT CONNECTION VZ777ZZ777VOZZ77721 INTERIOR BEARING WALL ' 1-STORY THREADED ROD INDICATES GLAZING CLASSIFIED AS END ZONE. ALL OTHER GLAZING LOCATED ON EXTERIOR OF STRUCTURE WILL BE CLASSIFIED AS INTERIOR ZONE. SEE "COMPONENT AND CLADDING DESIGN PRESSURES,'' ON COVER SHEET. GABLE BRACING LOCATION. ABBREVIATIONS: ICR LVL MIR MSR O.C. OSB SIM SPF SPH SYP TYP UNO CANT 0 0 0 0 INTERMEDIATE CRIPPLES REQUIRED. HEADER TO CRIPPLES WITH SDWC15600 SCREWS. 1.75" WIDE 2.0E TRUSJOIST 2.0E MICROLAM LVL OR EQUIVALENT MIRROR. MACHINE STRESS RA TED LUMBER. ON CENTER. ORIENTED STRAND BOARD. SIMILAR. SPRUCE PINE FIR. STRUCTURAL PANEL HEADER. SOUTHERN YELLOW PINE. TYPICAL. UNLESS NOTED OTHERWISE. CANTILEVER VERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO STUD GROUP WITH (2) MSTA24. FASTEN STUD GROUP TO FOOTING WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS WITHIN 12" OF BEARING, NOL TT20B IS REQUIRED. PLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST WITH (2) MSTA24. FASTEN POST TO FOOTING WITH ABU66. USE 10d NAILS IN ALL HOLES. 2x6 NO.2 SYP LEDGER • FASTEN TO EACH STUDfrRUSS VERTICAL WITH (3) 1l4"X4" WOOD SCREWS • FASTEN TO BAND BOARD WITH (3) ROWS OF 1/4"X4" WOOD SCREWS AT 16" O.C. SEE SHEATHING NOTES FOR PORCH CEILING SHEATHING SPECIFICATIONS. :8 0 ~ N C .. .0 E ~ z .0 0 ~ "' z 0 cii ~ () z -" "' a. ,: "-"' "' "' >-~ "' ilj > w "' " :l: t-z w ::;; ::;; z 0 0 (.) i= "' "-" ii' "-(.) " "' w w ::, " "' ~ UJ ~ 0 -I z 0 ~ -0 I-I-() ::::> (/) 0:: ::::> I-() (/) z z 0 0 (/) () 0:: -UJ ...J I-...J UJ UJ z a.. <( <( (/) N <( ...J u. <( ;,; t~ .0 "' Cu_ ~w ~ "' .c " (.) u (!) -< Sheet No. I-C') (/) C') N <I: N UJ C') UJ _j ~ u.. I Cl: () UJ ii I-~ ca Cl: () 0: I-z C') <I: LO ....I ,-... ~ ~ 0 ~ " 0 al "' '1' "' ~,: -.. .J C."' ,;a C. 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" I c, I rJ ------------/ 4 \ , S3.01 ) U1 N 0 "' 0 ¢''V : u' I I I I ,J4 I I I I IJ2 I I : i --, I l:ff L~ :s; "' -, 11' ,,, ,,, " ,,, ,,, II II II II fvo ,u> I I I : ,J4 I I I I iJ3 I I I J2 --------------------------------------N -, r------1 ,__ -ll,\ ,,, h! 4 \ A8 A7 II i -----1-1,n+-+f I A5 A4 82 82 1 G1 1 L""'-111"1 1 1 L __ .J 1 1 I L _____ .J I ~--J I I I I ~---------------------...J.... _____________________ J -:s; --, I ~ L "' -, E1 E2 E3 GR1 N -, ------~ -, ------~ -, / N -, / "' -, / ,--------:,; J4, I I I I J3i J2 ; ; ; I I I )--' ---------N -, ------------"' ... -, -, ,<:>'1> C.tJ: I 111 / I ----~----+---,IF;;.;;;.;'!l""'""'""'llr"--iui::==::n:::..1.Y~·-----++-----++----+>----11-----•--: r I .,-fl-l--~l----ll-----ll----11-----11----+l-,,,,;.;1': i ! : ., l;:b== ====~ _,;~cjc==Jca4~, :II : / I / I ~ :I ~ ~----~---~----~---~----i,/ ~ i/ ~ ~ ! I I :, I ., I ,....-/ J3i / I ; I / I i '1 ;>.." / s.,~1 / I -.., I / J3 -A'Kl', ,, ; I I ; I I ; ,,, ,fl ; I I / \I I ; I ; I 1./ ; J21 I I I I I I I C"'Y,l---..-i--------, c>~ --------I I I I J41 I I // / : I I I I I I I / c __________________ ...J' ; ; I I I I I: r-__ J I I I I I I I I -----! I I I / Fr ____ .,.,., " ... --n .,, 11 i I I I I C2 C2 -, I i i I C2 1 1 I I I I I I I I I ! I 1 I C2 1 I I I I I I I I I ! I I i ------J :r:======== I I 1-... ..,.., I I ' I I ', I 1' I I\ I I I rt-----1-j I I I ; 1 1 i I C2 : 1 1 J5, I I I I J5: I I I I I ', ', I I I I I I rl I I I I I '-----';·--------------· ---· -------1----------------------------p ____ J i 1 C1 1 1 I I I I I I L------------------+------~---------------------·--·--" 0}~.~T LEVEL ROOF PLAN FRAMING NOTES AND LEGEND TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO. 2x No. 2 SPF, UNO. STUD MATERIAL: HEADERS: ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. HEADER NOTATION IS: j NUMBER OF PLIES IN HEADER I NUMBER OF KING STUDS (2),2x6 ,2: 1 ~ NUMBER OF CRIPPLE STUDS SIZE OF DIMENSIONAL LUMBER SHEAR WALLS: ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, ARE NOTED ON THE PLAN. ,f-SW-#/S#,f SHEARWALL LOCATION SEE DETAILS FOR FASTENERS l SHEET NUMBER DETAIL NUMBER ~-------SHEAR WALL DESIGNATION PORCH/GLULAM BEAM HIGH UPLIFT DESIGNATION. # ST-# DETAIL NUMBER X • SHEET NUMBER ~----TRUSS/BEAM LABEL ~-------UPLIFT CONNECTION VZ777ZZZZZZZZZZZ7723 INTERIOR BEARING WALL 1-STORY THREADED ROD INDICATES GLAZING CLASSIFIED AS END ZONE. ALL OTHER GLAZING LOCATED ON EXTERIOR OF STRUCTURE WILL BE CLASSIFIED AS INTERIOR ZONE. SEE "COMPONENT AND CLADDING DESIGN PRESSURES,'' ON COVER SHEET. GABLE BRACING LOCATION. ABBREVIATIONS: ICR LVL MIR MSR O.C. OSB SIM SPF SPH SYP TYP UNO CANT 0 0 0 0 INTERMEDIATE CRIPPLES REQUIRED. HEADER TO CRIPPLES WITH SDWC15600 SCREWS. 1.75" WIDE 2.0E TRUSJOIST 2.0E MICROLAM LVL OR EQUIVALENT MIRROR. MACHINE STRESS RA TED LUMBER. ON CENTER. ORIENTED STRAND BOARD. SIMILAR. SPRUCE PINE FIR. STRUCTURAL PANEL HEADER. SOUTHERN YELLOW PINE. TYPICAL. UNLESS NOTED OTHERWISE. CANTILEVER VERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO STUD GROUP WITH (2) MSTA24. FASTEN STUD GROUP TO FOOTING WITH L TT20B. USE 1 0d NAILS IN ALL HOLES. IF THREADED ROD IS WITHIN 12" OF BEARING, NOL TT20B IS REQUIRED. PLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST WITH (2) MSTA24. FASTEN POST TO FOOTING WITH ABU66. USE 10d NAILS IN ALL HOLES. 2x6 NO.2 SYP LEDGER • FASTEN TO EACH STUD/TRUSS VERTICAL WITH (3) 1/4"X4" WOOD SCREWS • FASTEN TO BAND BOARD WITH (3) ROWS OF 1/4"X4" WOOD SCREWS AT 16" O.C. SEE SHEATHING NOTES FOR PORCH CEILING SHEATHING SPECIFICATIONS. "' z 0 cii ~ () z z 0 -l-o ::::> 0:: I-C/) z 0 () ...J ...J w z <( en ~ 0 z Sheet No. w ~ 0 I ~ 0 I-C/) ::::> () z 0 en 0:: w 1-w a.. ~ ...J <( z <( _J a.. (9 z -~ ~ LL LL 0 0 c::: 0 C: Cl C: "' :i U) C: 0 (.) ~ !!! (.:> C') C') N N C') _j u.. I ~ ca (.) 1-z 5 ~ 0 1l ~ -.. .J ~o S2.02 AT ROOF =I • • ~. 111 I 111 _,,,,---1 TRUSS: FASTEN TO TOP PLATE WITH H2.5A OR SDWC15600 FOR TRUSSES UP TO 485 LBS, (2) H2.5A OR SDWC15600 FOR TRUSSES UP TO 970 LBS. HAND-FRAMING: SEE CONVENTIONAL FRAMING NOTES FOR FASTENING SPECIFICATIONS. (2) 2x NO. 2 SYP TOP PLATE ~--1 ¾" ALL THREAD CONNECTORS. SEE ALL-THREAD NOTES FOR INSTALLATION SPECIFICATIONS, SPACING AND EMBEDMENT. • ALTERNATE HURRICANE TIE-DOWNS• • TOP PLATE TO STUD: SDWC15600 AT32" O.C. • STUD TO BOTTOM PLATE: SDWC15450 AT 32" O.C. • STUDS TO BEAM OR STUDS BELOW WITH MSTA48 AT 32" O.C. 2X STUDS. SEE STUD TABLE FOR SIZE AND SPACING. 2X NO. 2 SYP PT BOTTOM PLATE. 1i'111, .. lms1_~ Ill .· · "'· 111 11--------" ~ " 0 _L , . ----------~ ' ~ / ---/ -~ o· I> . " " t, 0 ''---..__ / ---EDGE OF ALL THREAD WASHER MUST BE WITHIN 3" OF THE HEADER KING STUD, TYP BOTH SIDES OF OPENING. NO. 2 SYP HEADER, TYP. SEE PLANS FOR SIZE, PLIES, AND NUMBER OF KINGS AND CRIPPLES. KING STUDS & CRIPPLES: (6) 16d BETWEEN ADJACENT KING STUDS AND CRIPPLES. "' c,,-.. • •• •• " ' ' • ' ,. " ' . • • "' c,,-~ ,, I o ' ~ ' .,,.--EDGE OF ALL THREAD WASHER MUST BE WITHIN 3" OF THE HEADER KING STUD, TYP BOTH SIDES OF OPENING. TOP PLATE TO GARAGE HEADER CONNECTION: SIMPSON SPH AT 24" O.C. WITH (12) 10dX1-1/2" COMMONS. TOP PLATE TO KING STUD CONNECTION: (2) SIMPSON SPH WITH (12) 10dX1-1/2" COMMONS AT EACH END OF HEADER. GARAGE DOOR HEADER. SEE FRAMING PLANS FOR SIZE, PLIES, NUMBER OF KING AND CRIPPLE STUDS. FASTEN ADJACENT STUDS W/ (2) ROWS 10d COMMON NAILS@8" O.C., STAGGERED. FASTEN 7/16" OSB TO EXTERIOR OF RETURNS & ABOVE DOOR W/ 8d @ 3" O.C. ON EDGE, 12" O.C. IN FIELD. L TTl31 FOR GARAGE HEADER CRIPPLES. ALL HOLES FILLED WITH 10d NAILS. GARAGE SLAB 11111111111111111111111~ 11, ,111-SEE FOUNDATION PLAN FOR FOOTING SPECIFICATIONS. I> 0 ~ " ' ' ' ' .. _111 ... U • Tiw1 1 rw11, •=Ill 111= • 11 .ill .. ,111 " . I> . AT FOUNDATION t, o· ' . t,. " " " 0 rxr}CAL WALL SECTION 1. SEE SHEATHING NOTES FOR ROOF, WALL AND FLOOR SHEATHING SPECIFICATIONS. 2. TOP PLATES FASTENED WITH (2) ROWS 10d AT 16" O.C. 0 Y4~~!CAL HEADER FRAMING DETAIL @ Y4~~!CAL GARAGE OPENING DETAIL STAGGERED. MINIMUM 24" LAP WITH (12) 10d IN LAP. 3. APPLY 1/2" ANCHOR BOLTS OR TITEN ANCHORS AT EACH SIDE OF BOTTOM PLATE SPLICES. ROOF SHEATHING. SEE WALL SECTION. TRUSS TO TOP PLATE CONNECTION: H2.5A WITH (10) 8d NAILS FOR UPLIFTS LESS THAN 485 LBS. (2) H2.5A WITH (10) Bd NAILS EACH FOR UPLIFTS LESS THAN 970 LBS. PORCH BEAM. SEE PLAN. ROOF TRUSSES OR CONVENTIONAL FRAMING FASTEN BRACE TO WALL WITH 16d NAILS. 2x4 No.2 SYP BLOCKING AT 12" O.C. FASTEN TO BOTTOM CHORD OF TRUSSES WITH (3) 1 0d NAILS. © ~~~L BRACING DETAIL NOTES 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES, KINGS OR TOP PLATE. 7/16" OSB FASTENED TO FRAMING W/ 8d AT 4" O.C. ON EDGE, 8" O.C. IN FIELD. BLOCK SHEETING EDGES WITHIN 4" OF GABLE END. 2x4 SYP OUTRIGGER AT 24" O.C. CLIP TO BALLOON FRAMED TOP PLATE W/ SIMPSON H2.5 W/ (8) 8d COMMONS. BLOCK BETWEEN OUTLOOKERS. GABLE TRUSS TOP CHORD 2x4 No.2 SYP X-BRACE. SEE PLAN FOR LOCATIONS. EXTEND BACK 8' FROM GABLE. ATTACH TO GABLE AND TRUSS VERTICALS W/ (3) 16d. WHERE TRUSS VERTICALS DON'T EXIST, APPLY 2X4 No.2 SYP VERTICALS WITH (3) 16d COMMONS AT EACH INTERSECTION OF PROPOSED VERTICAL AND EXISTING TRUSS MEMBER. L-BRACE AS SPECIFIED BY TRUSS MANUFACTURER. 2x4x8' SYP LATERAL BRACE AT 48". APPLY (2) 16d THROUGH DIAGONAL BRACE INTO EACH CEILING JOIST. FASTEN LATERAL BRACE TO GABLE BOTTOM CHORD WITH (2) SIMPSON H2.5 WITH (8) 8d. GABLE TRUSS TO WALL WITH SIMPSON MSTA12 WITH (10) 10d AT 48" O.C. 1 7 "~.t~_LE BRACING DETAIL -TRUSS ' L BRACE FASTENS TO FOUR TRUSSES. APPLY BRACE AS CLOSE TO 45' AS POSSIBLE. 7/16" OSB. SEE TYPICAL WALL SECTIONS FOR FASTENING. TRUSS COMPRESSION WEB TO BE BRACED. SEE TRUSS ENGINEERING BY OTHERS FOR LATERAL BRACE LOCATIONS. 1x4 No.3 SYP X-BRACE APPLIED TO FRONT FACE OF BRACED WEB, FASTENED TO EACH WEB WITH (2) 8D NAILS. 1x4 No.3 SYP LATERAL BRACE APPLIED TO BACK FACE OF BRACED WEB WITH (2) Bd NAILS .. SEE TRUSS ENGINEERING FOR LATERAL BRACING LOCATIONS. IF LAPPING IS REQUIRED, LAP AS SHOWN OVER (2) TRUSSES. @~~ .. MANENT TRUSS BRACING . • • . . . ~ SEE PLAN AND 3/S3.01 FOR ~ HEADER, CRIPPLES AND KINGS SPECIFICATIONS. I ✓ --------, SEE PLAN AND TABLE BELOW I , . . . . FOR TRUSS TO STUD GROUP FASTENING . ., .. ,..,. ··,; ~ FOR ALL UPLIFT CASES, INSTALL 2X SYP STUD GROUP UNDER V V TRUSS AS INDICATED ON FRAMING PLAN. NUMBER OF / -/ -V -I STUDS TO EQUAL THE NUMBER PLIES IN THE TRUSS, WITH MINIMUM OF TWO (2). FASTEN STUDS TO EACH OTHER WITH ' 12d COMMONS AT 8" O.C. I ; ' ' ------L------' vv v v ~ v -----FOR U1, ALL-THREAD INSTALLED SUCH THAT EDGE OF WASHER IS NO MORE THAN 3" FROM STUD GROUP. WASHER IS 3" SQ. ..--. " . " . " t, 0 t, . I> " ~ I> " 1$ I>~ '------FOOTING BELOW. U1, U2 U1, U2 U3 CONNECTION SCHEDULE UPLIFT UPLIFT NAILING RANGE CONNECTOR PATTERN DESIGNATION (LBS) (10d COMMONS) U1 970-1310 HTS20 20 U2 1310-2620 (2) HTS20 20IN EACH STRAP U3 2620-3965 MGT' 22 NOTES 1. USE 5/8" ALL-THREAD FOR MGT CONNECTION TO SLAB. EMBED ALL-THREAD 12" INTO FOOTING. 2. USE (2) 3/4" ALL-THREAD FOR HGT CONNECTION TO SLAB. EMBED ALL-THREAD 12" INTO FOOTING. , "' "' • ' IGH UPLIFT CONNECTION -ATC ., . ' ' SW ,, -, ~ ------r V ,f I/ "' "' -" c,,-/ "' "' ,,,-,--,---V ~v ~~ V . . "' ' ,, > ' ··1,, ~ . t .. ' ' . " ' ' • ... > ' . " . ' ., . ' ' SHEARWALLSCHEDULE SHEARWALL EDGE SPACING SHEARWALL ANCHOR SIZE AND EMBED DESIGNATION Bd NAILS ANCHOR DEPTH SW 3"0.C. 1/2" ROD 1/2", 12" DEEP SW2 2"O.C. HDU8-SDS2.5 7/8r,, 12" SEE TABLE BELOW FOR SHEAR WALL HOLD DOWNS. SHEAR WALL ANCHORS TO BE WITHIN 3" OF DOUBLE STUD GROUP. 3"x3" SQ WASHER AT TOP OF THREADED ROD HOLD DOWN_ 7/16" OSB FASTENED TO FRAMING W/ 8d AS SHOWN IN THE TABLE BELOW HEADER KING STUDS ARE ACCPETABLE AS SHEAR WALL END STUDS INSTALL DOUBLE STUD GROUP AT EACH END OF SHEAR WALL. FOR DOUBLE SHEAR WALLS, USE (4) STUDS. 1/2 ANCHOR BOLTS AT 24" O.C. BETWEEN SHEAR WALL ENDS. EMBED 8" MINIMUM AND USE 3" SQUARE WASHERS. 1. 5/16" HARDI-PANEL IS ONLY PERMITTED IN LIEU OF THE 7/16" OSBON EXTERIOR WALLS IF SHOWN ON THE FRAMING PLAN. 2. OPENINGS IN SHEAR WALL SEGMENTS ARE PERMITTED ONLY IF SHOWN ON THE FRAMING PLAN. SHEAR WALL NAILING PATTERN MUST BE PROVIDED ABOVE AND BELOW OPENINGS. 3. SHEARWALL SECTIONS ARE NAILED AT 6" O.C. IN FIELD WITH 8d COMMON NAILS. SEE TABLE FOR EDGE SPACING. ©~~1~~R WALL ASSEMBLY DETAIL " "' a. ,: a. "' "' "' >-~ "' :8 w > 0 w ~ "' N " :l: t-z C w .. ::;; .0 ::;; E z " ~ (.) z " .0 i= "' 0 a. " ~ i'i' "-(.) 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