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HomeMy Public PortalAbout11-0259 Adams_2of4r L ,cs.'xt Ap2rC➢'ixad Set :Si r� F. Ali 'Time" �s�s��is 3f'e �6r1 vob A..:�� -� 21' -0" 3' -0" WIDE GATE & FENCE. MATCH EXISTING, TYP. 3'- 0 "x6' -8" GATE. CONSTRUCT TO MATCH SCREENING. 4x4 P.T. POST, TYP. 7' -0" 7' -0" - 7' -0" s 8" CMU BLOCK 6x6 P.T. POST, TYP. FOUNDATION WALL/ RETAINING WALL. z w T. o D I--- Ill)/ 2x4 P.T. INTERMEDIATE FRAMING, TYP. AS REQUIRED. New Boat Shed r- A -� i/ Iff / \ \ / \ L - - - -3 (CONCRETE) s IOLDDOWN, USE SIMPSON ABU66 OR APPROVED EQUAL. SEE s DETAILS ON SHEET A4 & A5. 3 1/2 "x11 7/8" MICROLAM BEAM OR APPROVED EQUAL / PAVER -APRON ' ' T``L CONC. SLOPE TO DRAINS , � D; .,._ .r; -, .firL..-'- -_. " _- ..�.:_.'.t_ i...._i_._J7,.. F ` -- i T ri 2' -6" 2' -6" -, L5- ;= 16' 0 "� —GA AG OPEN I G '_; -=E, / ' r -�E-21 -0 ` , --, New Boat Storage floor Flan SCALE: 1 /4 " =1' -0" NOTES: 1. ALL NEW FRAMING TO BE 2x4 EXTERIOR AND LOAD BEARING WALLS OR AS SHOWN ON PLANS. 2. ALL HEADERS, JAMBS, AND SILLS TO BE PRESSURE TREATED FRAMING. 3. NEW ADDITION TO BE HAVE EXPOSED CEDAR BOARDS. STAIN AND SEAL TO MATCH EXISTING. CONTRACTOR. TO COORDINATE W /OWNER PRIOR TO CONSTRUCTION. 4. ALL FLOOR FINISHES TO MATCH EXISTING OR AS NOTED ON PLAN. 1x HORIZ. SCREENING W /1 "± AIR SPACE, TYP. ■ POOL EQUIPMENT Open Storage Area (CONCRETE) N N N N N N N N N X N N N N N /1 /,' / N N N CONC. PAVER, TIRE TRACKS OR DRIVEWAY. OWNER TO VERIFY. 5. ALL EXTERIOR WINDOWS AND DOORS TO MEET MIN. 50 DP RATING. WINDOWS TO BE M &W OR AS PER OWNER. DOORS TO BE VINYL CLAD OR AS PER OWNER. 6. INSTALL PULL -DOWN STAIRCASE, VERIFY EXACT LOCATION W /OWNER PRIOR TO INSTALLATION. PROVIDE ACCESS TO ALL ATTIC AREAS AT NEW ADDITION. a+c� wz= 1'kI EL2pdb N D i rN comply with The Ph %ticnaI eode 7-oOF) E 3itioP and EiJ Georgia CYIivantirliC°T11L8 X N N N N N N N N N N N N N N 21' -0" 7, -5„ 5, -3" 4" THICK 3,000 psi CONCRETE SLAB W /6x6 2.9x2.9 WWF ON 4 MIL. VAPOR BARRIER OVER COMPACTED FILL 1 0 N New Boat Shed (CONCRETE) HOLDDOWN, USE SIMPSON ABU66 OR APPROVED EQUAL. SEE DETAILS ON SHEET A4 & A5. New Boat Storage Foundation Plan SCALE: 1/4"=1'-0" GENERAL NOTES: 1. SEE SHEET A5 FOR SHEARWALL AND HOLDDOWN ANCHORAGE LOCATIONS. 2. SEE SHEETS A5 AND A6 FOR SHEARWALL AND HOLDDOWN ANCHORAGE DETAILS. FOUNDATION NOTES: 1. CONCRETE SHALL DEVELOP 3000 PSI AT 28 DAYS. FLASH IS NOT ALLOWED IN THE CONCRETE MIX. 2. COMPACTION REQUIREMENTS: (STD. PROCTOR) UNDER FOOTING: 98 %, UNDER SLAB: 97 %. 3. SOIL BEARING VALUE: 1500 SF 4. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GR 60. 5. LAP CONTINUOUS BARS AT 30 BAR DIAMETERS. WHERE REQUIRED PROVIDE CORNER BARS AT CORNERS. 6. MINIMUM CONCRETE PROTECTION OF REINFORCING STEEL, UNLESS OTHERWISE NOTES: FOOTINGS (BOTTOM AND SIDES) 3" CLEAR PIERS OR COLUMNS BELOW GRADE 3" CLEAR PIERS OR COLUMNS ABOVE GRADE 1 1/2" CLEAR 7. CONCRETE SLAB ON GRADE MINIMUM REINFORCEMENT TO BE 6 X 6 10/10 WWF PER CUBIC YARD. FIBER MANUFACTURERS MUST DOCUMENT EVIDENCE PER CUBIC YARD. FIBER MANUFACTURERS MUST DOCUMENT EVIDENCE OF FIVE YEARS SATISFACTORY PERFORMANCE HISTORY. COMPLIANCE WITH APPLICABLE BUILDING CODES AND ASTM C -1116, TYPE III. 8. VERIFY FINISH FLOOR ELEVATION WITH THE SITE PLAN. 9. BOTTOM OF ALL FOOTINGS SHALL BE 2'11ICHES MINIMUM BELOW FINISH GRADE. SEE FOUNDATION PLAN FOR ELEVATION OF TOP OF FOOTINGS. 10. STEP FOOTINGS BELOW THE PLUMBING LINES. COORDINATE LINE DEPTH AND LOCATION WITH THE PLUMBING CONTRACTOR. 11. ALL CONCRETE WORK SHALL CONFORM TO A.C.I. 301 REQUIREMENTS. ABBREVIATIONS ABV. A/C A.F.F. AMSL B.C. BRG. BTWN. BM. CAB. CAR. CATH. CJ CLG. CLO. CMU C.O. CONC. CT. CTR. D DBL. DJ DN. DW EA. EXT. ABOVE AIR CONDITIONING ABOVE FINISHED FLOOR ABOVE MEAN SEA LEVEL BASE CABINET BEARING BETWEEN BEAM CABINET CARPET CATHEDRAL CEILING JOIST CEILING CLOSET CONCRETE MASONRY UNIT CASED OPENING CONCRETE CERAMIC TILE COUNTER DRYER DOUBLE DOUBLE JOIST DOWN DISHWASHER EACH EXTERIOR EXIST. EW FND. FJ FR. FTG. GL. H.B. HGT. HEAD. HVAC JST. K.D. A. T. KW LAUN. LIN. LVL MAX. MANUF. MBL. MED. CAB. MSL MECH. MC MICRO EXISTING EACH WAY FOUNDATION FLOOR JOIST FRENCH FOOTING GLASS HOSE BIBB HEIGHT HEADER HEATS, VENTILATION & A/C UNIT JOIST KILZ DRIED AFTER TREATMENT KNEE WALL LAUNDRY LINEN LAMINATED VENEER LUMBER MAXIMUM MANUFACTURER MARBLE MEDICINE CABINET MEAN SEA LEVEL MECHANICAL MEDICINE CABINET MICROWAVE OVEN MIN. MIR. N.T.S. OC. O.H. OV. PAN or PANT. P.C. PK. PL. PLWD. PSF P.T. R/A R &S REF. or REFG. REINF. RM. R.O. REQ'D. RM. S. or SLP. SF SH. SHLVS. SH T. MINIMUM MIRROR NOT TO SCALE ON CENTER OVERHANG OVENS PANTRY PULL CORD POCKET PLATE PLYWOOD POUNDS PER SQUARE FOR PRESSURE TREATED RETURN AIR ROD AND SHELF REFRIGERATOR REINFORCING ROOM ROUGH OPENING REQUIRED ROOM SLOPE SQUARE FEET SHELF SHELVES / SHELVING SHEET SHW. or SHOW. S.L. SPECS. SYP. SQ. T T &G TRANS. TPD TB T.P. TR TYP. U.N.O. V VERT. W/ W.C. WD. W.I.C. W.H. WWM WWF YP SHOWER SIDE LITE SPECIFICATIONS SOUTHERN YELLOW PINE SQUARE TILE TONGUE & GROOVE TRANSOM TOILET PAPER DISPENSER TOWEL BAR TOP PLATE TOWEL RING TYPICAL UNLESS NOTED OTHERWISE VINYL VERTICAL WASHER WITH WATER CLOSET (TOILET) WOOD WALK IN CLOSET WATER HEATER WELDED WIRE MESH WELDED WIRE FABRIC YELLOW PINE COPYRIGHT © 2011 Cadman Designs Residential • O z 0 5 w 0 A New Boat Storage Shed for s. Steven Adams i Foundation and Floor Plan SHEET Al 1 OF 5 z F" 0 0 CEDAR SIDING MATCH EXISTING MATCH EXISTING \TOP PLATE (q a11 ''`FT �' 1' t.,l 1 4"JO ( 9 i$ A i� ;ir ` 11 FOR HOLD "n 2" CONT. o WATERTABLE TRIM MATCH EXISTING FIN. FL. ELEV. OPEN: l� f CEL V1 FLT# ` (AE•2ori©) Hydrostatic vents required to relieve water pressure In enclosed space below flood elevation.1 square Inch of vent required for each 1 square foot of floor areas Bottom of vent must be within 1 foot of the grade rlovatlon. Vents must be placed in opposite walls to permit water to flow. 4" CEDAR CORNER BOARD MATCH EXISTING Left Side Elevation - New Boat Storage Shed SCALE: 1/4 " =1' -0" ?� IisLl'a sr cf'13te�ttwel 'Pib ©empty with ':n $3 $4 /111:11Y4 1002 3 c NOTES: MATCH EXISTING TOP PLATE 8 "O.H. CEDAR SIDING MATCH EXISTING 4" CEDAR CORNER BOARD MATCH EXISTING MATCH EXISTING FIN. FL. ELEV. STANDING SEAM METAL ROOF, TYP. MATCH EXISTING —0"x7 0" OPENING 21' -0" NEW BOAT SHED Front Elevation - New Boat Storage Shed SCALE: 1/4"=1'-0" EXISTING GARAGE El LEM ELEICEICIEI MEEIEL EIMECIE0 u i I II H Ii H H I—_i Ii H H —t .t.! ``' • %1f5 OtilL.T IN ^' :)173 ..,'''E WITH S 3'(D 3 FIG. 305J A'I'D 30l ,3.1 MATCH EXISTING TOP PLATE 8 "O.H. 2" CONT. WATERTABLE TRIM 4" CEDAR CORNER BOARD MATCH EXISTING MATCH EXISTING FIN. FL. ELEV. ELECTRICAL LEGEND CHANDELIER RECESSED INCANDESCENT CEILING MOUNTED FIXTURE WALL MOUNTED FIXTURE RECESSED DIRECTIONAL SWITCH SINGLE POLE 3 —WAY SWITCH 4 —WAY SWITCH RECESSED FAN /LIGHT RECESSED FAN FLORESCENT FIXTURE FLORESCENT BULB FLOOD LIGHT PHONE JACK PHONE JACK (FLR. MT.) 1/2 POLE OUTLET COVE LIGHT FIXTURE CATV OR EQUAL SMOKE us ES EXISTING GARAGE POOL EQUIP. STORAGE 21' -0" NEW BOAT STORAGE Rear Elevation - New Boat Storage Shed SCALE: 1/4"=1'-0" OUTLET 110v. OUTLET W /GROUND FAULT OUTLET WATER PROOF RECESSED INCAND. VAPOR PROOF OUTLET 220v. OUTLET (COUNTER HGT. MOUNT) OUTLET GARAGE DOOR (CLG. MT.) SMOKE DETECTOR THERMOSTAT TV CABLE JACK DOOR. BELL BUTTON GARAGE DOOR BOTTON CEILING FAN CEILING FAN W /LIGHT FIXTURE BREAKER PANEL CHIME SWITCH W /DIMMER 1. CONTRACTOR WILL BE RESPONSIBLE TO INSTALL ALL EQUIPMENT AND COORDINATE WITH SUBCONTRACTORS FOR THE SAME. 2. MINIMUM 12 GAUGE ELECTRICAL WIRING. USE ONLY PHONE COMPANY PHONE LINES. COORDINATE SEPARATE PHONE FOR FAX Sc SPECIAL PURPOSE WITH OWNER. 3. PROVIDE ELECTRICITY TO ALL EQUIPMENT, FIXTURES, ETC. NOT SPECIFICALLY NOTED OR SHOWN. 4. ALL ELECTRICAL WORK SHALL CONFORM TO ALL LOCAL, STATE, AND FEDERAL CODES INCLUDING THE CURRENT EDITION OF THE STANDARD ELECTRICAL CODE. r F L CEDAR SIDING MATCH EXISTING POOL EQUIPMENT Open Storage Area (CONCRETE) / N N N N N N N N N N N N N New Boat Shed (CONCRETE) N N N N WP N N N N N N N N N N New Boat Storage Electrical Floor Man SCALE: 1/4"=1'-0" N N N N COPYRIGHT © 2011 Cadman Designs z O w ce A New Boat Storage Shed for s. Steven Adams Exterior Elevations c7i 0 .-i ."1 M <4 0 t7m 6 co cr) D as cn • W cn 0 fl) M o o0'4-1 a4 0 a 0 O 0 C a t) 0 0 z I- z 0 0 0 r. II Lt.! 0 a- Q U 4 0 SHEET A2 OF HORIZ. CEDAR SIDING MATCH EXISTING #5 FOOTING DOWEL @ 32 "o.c. W /90° HOOK, 6" MIN. EMBED INTO FOOTING, TYP. REF. SHT. A4 FOR EXT. SHEATHING NAILING PATTERN @ BOTTOM PLATE 6x6 POST BASE, SEE SHT. A4 FOR DETAILS, TYP. FINISHED GRADE VARIES P.T. 2x4 © MID -SPAN SEE SHT. Al, TYP. P.T. 6x6 POST, SEE SHT. Al FOR SPACING, TYP. P.T. 2x8 NAILER, TYP. 4" THK. 3,000 psi CONC. W /6x6xW1.4xW1.4 WWM @ MID -DEPTH 3' -0" WIDE DBL. LAYER W /6x6 W1.4xW1.4 WWM Au FIN. FL. ELEV. MATCH/ / \ \j \ � / \ EXISTING / / / ,/ #4 CONT LAP 25" Sc \/\ `- / 6 MIL VAPOR BARRIER BEND 25" @ CORNERS 2 - #5 CONT. (LAP 25" & BEND 25" @ CORNERS) FINISHED GRADE ROOF CONSTRUCTION: / \/ TYPICAL WALL SECTION SCALE: 3/4 " =1' -0" COMPACTED OR UNDISTURBED SOIL FREE OF ORGANICS MIN. LOAD BRG. CAPACITY OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. -3" 0 t3n[q.LI T FII pFI FEW FlE VIIIai ,u'{'a MINIMUM FOOTINO R6 IN BY 24 INCH 6 THICK WI ";' I 1 BOTTOM OF E OiTUN MUM' OF 24 I IH LOW FiN WIDE MINIMUM ADE 1. RAFTER - 2 X 8 CO 16 ". THEY ARE CUT IN TO HIPS, RIDGES, ETC. UNLESS NOTED DIFFERENTLY. 2. COLLAR TIES - 2 x 4 © 16" 0. C. AT ALL RIDGES. 3. ® INDICATES LOCATION OF RAFTER BRACE AT RAFTER LEVEL. 4. ® ARROW AWAY FROM BRACE INDICATES DIRECTION OF BRACE TO PARTITION /BEAM BELOW. 5. ®- ARROW INTO BRACE INDICATES A VERTICAL OR ALMOST VERTICAL BRACE. 6. ALL BRACES ARE 2 -2 x 4 NAILED WITH 16 PENNY NAILS © 9" O.C. VERTICALLY FROM TOP TO BOTTOM. BRACES LARGER THAN 10' MUST BE BRACED HORIZONTALLY. 7. ALL HIPS AND RIDGES ARE A MINIMUM OF ONE SIZE LARGER THAN RAFTERS UNLESS NOTED OTHERWISE, SEE SHTS. S4 -S6. 8. ALL HOGS ON CEILING JOISTS OR RAFTERS ARE 2 x 6 © 16" 0. C. UNLESS NOTED OTHERWISE. 9. MAXIMUM SPACING OF RAFTERS BRACES - RAFTERS CAN BE SPLICED OVER HOGS WITH 2 - 2 x 4 BRACES. FOR 2 x 6 HOG 6' O.C. FOR2x8HOG 7'- 6 "O.C. 10. DETAILS 1 -2x6 1 -2x8 1- 2x6 '-1 -2x8 2x6 HOG 2x8 HOG 16P NAILS @ 9 "o.c. VERT. 2 -2x4 BRACE 11. ALL ROOF TRUSSES MUST BE BUILT IN ACCORDANCE WITH TRUSS MANUFACTURER'S DIRECTION. 12. WITH NO ROOF FRAMING PLAN - USE 2 x 8 © 16" RAFTERS, S.P.F.. #2 UNLESS SHOWN OTHERWISE. MAXIMUM ALLOWABLE SPAN 14' -0" MEASURED HORIZONTALLY BASED ON A DEFLECTION OF LESS THAN L/180. USE 2 - 2 x 6 HOGS AT RAFTER WITH 2 - 2 x 4 BRACES AT 6 FT. MAXIMUM SPACING. CARRY BRACES TO PARTITIONS /BEAMS OR MINIMUM OF 2 - 2 x 6 HOGS ON CEILING. JOISTS CUT IN ALL RAFTERS USING RIDGES, VALLEYS, ETC. ONE SIZE LARGER THAN RAFTER SIZE. ALL BRACE LOADS MUST GO TO FOUNDATION WITH A MINIMUM OF 2 - 2 x 4 STUDS FLOWING FROM PARTITION PLATES TO BEAMS OR HOGS. FRAMING CONSTRUCTION - OTHER THAN ROOF 1. ALL WORK SHALL CONFORM TO LOCAL CODE REQUIREMENTS. ALL JOISTS, GIRDERS AND EXTERIOR WALLS SHALL BE SOUTHERN ALL OTHER LUMBER CAN BE SPRUCE #2 UNLESS NOTED OTHERWI STEEL BEAMS MUST HAVE 5 -2x6 STUD JACKS UNDER EACH END 2. 3. 4. 5. 6. YELLOW PINE #2 UNLESS NOTED OTHERWISE. SE. SUPPORT UNLESS NOTED OTHERWISE. MICRO -LAM BEAMS MUST HAVE 3 -2X6 STUD JACKS UNDER EACH END SUPPORT UNLESS NOTED OTHERWISE. MASONRY LINTELS. (a) FOR SPANS UP TO 6' USE 3-1/2" x 3 1/2" x "STEEL ANGLES EXCEPT STANDARD PRESSED STEEL ANGLES 3-1/2" x 3/32" MAY BE USED FOR FIREPLACE OPENINGS AS FOLLOWS: (1) 10' OF BRICK OR STONE MAX. SPAN 36" (2) 6' OF BRICK OR STONE MAX. SPAN 48" (3) 30" OF BRICK OR STONE MAX. SPAN 72" (b) FOR SPANS FROM 6' TO 8' USE 5" x 3 1/2" x 5/16" STEEL ANGLES. (c) FOR SPANS FROM 8' TO 18' USE 3 PAIR OF 9 GAUGE WIRE IN FIRST 3 COURSES OF BRICK ON A 5"x3-1/2" x 5/16" STEEL ANGLE. LAP ALL 9 GAUGE WIRE SPLICES 12" MINIMUM. TEMPORARY SUPPORT STEEL ANGLE BEFORE LAYING MASONRY FOR 5 DAYS FOLLOWING INSTALLATION OF MASONRY. 7. ALL BRICK OVER LOWER ROOFS MUST HAVE ANGLE WITH STOPS LAG SCREWED TO STUDS ABOVE IN ACCORDANCE WITH DETAIL, SEE SHT. S2. 8. ALL WOOD JOISTS AND OPEN JOISTS MUST BE BRACED IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS PLUS DETAILS SHOWN ON PLANS. 9. ALL RAFTER BRACES MUST HAVE 2 STUDS FROM PLATE TO FOUNDATION OR BEAM BELOW THEM AT ALL FLOORS. NO BRACES ON CEILING PLATE WITHOUT STUDS DIRECTLY UNDER THEM. 10. WHERE PARTITIONS FALL BETWEEN FLOOR TRUSSES 2" x 4" LADDERS @ 16" O.C. MUST BE PLACED PERPENDICULAR TO THE TRUSSES TO SUPPORT THE PLYWOOD DECKING. 11. ON ALL OPEN WEB FLOOR TRUSSES OVER A 10' SPAN A MINIMUM SINGLE LINE OF 2" x 4 "S SHALL BE NAILED TO DIAGONAL MEMBERS OR VERTICAL MEMBERS IN THE APPROXIMATE MID -SPAN AS A LOAD DISTRIBUTION MEMBER. 12. WHERE CEILING JOISTS ARE PARALLEL TO EXTERIOR WALLS AND RAFTERS BEAR ON STUD WALL TOP PLATE ADJACENT TO CEILING JOISTS, BRACE RAFTERS AND TOP PLATE TO 2x6 HOGS 6' LONG (MIN.) ON 6' CENTERS ALONG LENGTH OF CEILING JOISTS. 13. ALL 2 - STORY OPEN GREAT ROOMS, LIVING ROOMS, WITH 2 OR MORE ADJACENT OPENINGS AND A SPACING BETWEEN OPENINGS OF 3 FEET OR LESS MUST USE A 3 -1/2" x 3 -1/2" x " STEEL ANGLE VERTICALLY FROM FLOOR TO TOP PLATE LAGGED TO KING STUDS WITH " x 3" LAGS © 24" ON CENTER VERTICALLY AND LAGGED TO FLOOR AND TOP PLATE WITH 1- 1/2" x 3" LAG THRU A "PLATE AT THE TOP AND BOTTOM. MULTIPLE OPENINGS WITH 3' OR LESS SPACE BETWEEN ROUGH OPENINGS SHALL HAVE AT LEAST 1 -STEEL ANGLE VERTICALLY IN EACH MULLION SPACE. THE SHEATHING ON THIS STEEL REINFORCED PARTITION SHALL BE " PLYWOOD, NO OTHER SHEATHING SHALL BE PERMITTED. 14. HEADERS SHALL BE AS SHOWN UNLESS NOTED DIFFERENTLY ON PLANS: (a) INTERIOR (1) SPANS UP TO 2' -6" - 2 -2x6's (2) SPANS 2' -6" TO 3' -6" - 2 - 2x8's (3) SPANS 3' -6" TO 6' -6" - 2 - 2x10's (4) SPANS 6' -6" OR MORE SEE PLAN (b) EXTERIOR (1) SPANS UP TO 2' -0" - 2 -2X6's (2) SPANS 2' -0" TO 3' -0" - 2- 2x8's (3) SPANS 3' -0" TO 5' -O" - 2- 2X10's (4) SPANS 5' -0" OR MORE SEE PLAN 15. USE 15/32" CDX PLYWOOD EXTERIOR SHEATHING. RUN CONTINUOUSLY FROM TOP OF TOP PLATE TO BOTTOM OF SILL. NAIL PER CODE REQUIREMENTS. RAFTERS NOT TO EXCEED 14' -0" HORIZONTAL SPAN. IF HORIZONTAL DIMENSION EXCEEDS 14' -0 ", THEN THE RAFTERS MUST BE SUPPORTED BY CRIPPLE WALL SUPPORT AS SHOWN BELOW ON A LOAD BEARING WALL OR CRIPPLE WALL BEAM AS REQUIRED HURRICANE CLIP © EA. RAFTER (SIMPSON H7 OR APPROVED EQUAL) 3/8" AC SOFFIT W/ 2" CONT. SOFFIT VENT MATCH EXISTING \TOP PLATE, MATCH EXISTING 8' —O" FIELD VERIFY 1x8 TRIM MATCH EXISTING CONSTRUCTION NOTES ROOF FRAMING: 1. ALL HOGS ON CEILING JOISTS OR RAFTERS ARE 2 x 6 @ 16" 0. C. UNLESS NOTED OTHERWISE. 2. RING SHANK NAILS TO HAVE RND. HEADS. 3. PROVIDE WOOD STRUCTURAL PANELS FOR EACH OPENING AT WINDOW, DOORS AND SKYLIGHTS. PANELS WILL THICK AND INSTALLED AS PER LOCAL CODE REQUIREMENTS. SEE DETAIL SHT. A5. 4. ROOF SHINGLES MUST HAVE A MIN. OF 6 FASTENERS (SSTD 501). 5. ROOF SHEATHING SHALL BE FASTENED TO ROOF FRAMING USING 8d GALVANIZED COMMON, OR 8d /10d RING @ 6 "o.c. @ EDGES AND INTERMEDIATE FRAMING. FASTENERS TO BE 4' o.c. @ GABLE ENDS. 6. RIDGE BOARD TO BE NOMINAL 2x. THICKNESS NOT LESS IN DEPTH THAN THE DEPTH CUT OF THE RAFTERS Y IJ2 iP•J.. . OF 4 ' �, t, }° -2!1 .7112 FOR WOO ail.. HOLES IN HOLD DO R ItK��s if ii'c!'Ii M1,' i NOTE: FIELD VERIFY ROOF PITCH AND MATCH EXISTING. STANDING SEAM METAL ROOF OVER 15Ib. FELT ON 15/32" PLYWOOD ROOF SHEATHING. 5 12 2 -10d (TYP.) 2x4 @ 32 "o.c. 4 -10d 2x4 CONT. CRIPPLE WALL SUPPORT @ 6'o.c. MAX. R -30 BATT INSULATION 2x8 JOISTS @ 16 "o.c. BE @ 7/16" SHANK NAILS (SSTD 307.1.3) 2x6 COLLAR IN UPPER 1/3 OF ROOF @ 32 "o.c. MAX. STUD WALL TABLE WALL HEIGHT STUD SIZE STUD SPACING 8' -0" 9'_o" 10' -0" 2x4 2x4 2x6 16" 12" 16" 2 -2x12 FOR SPAN UP TO 15' -0" 3 -2x12 FOR SPAN UP TO 20' -0" 3 -1 3/4x16 LVL FOR SPAN UP TO 25' -0" (SEE FLOOR PLAN FOR CRIPPLE WALL BEAM IF REQUIRED) N 1X6 CONT. FRIEZE MATCH EXISTING P.T. 1x6 CONT. CAP MATCH EXISTING HORIZ. CEDAR SIDING MATCH EXISTING 5/8" SHEETROCK @ CEILING 5/8 "0 THRU BOLT @ EACH. 6x6 P.T. POST, TYP. OVERLAP ALL CEILING JOISTS - NAIL W/6 -10d DBL. 2x8's W/1/2" PLWD. BWTN. TOP PLATE SEE SHT. A4 FOR EXTERIOR STRUCT. SHEATHING NAILING PATTERN NOTCH P.T. 6x6 POST AS REQUIRED. REF. SHT. A4 FOR EXT. SHEATHING NAILING PATTERN @ BOTTOM PLATE P.T. 2x4 NAILER, TYP. P.T. 2x4 @ MID -SPAN SEE SHT. Al, TYP. P.T. 6x6 POST, SEE SHT. Al FOR SPACING, TYP. P.T. 2x4 NAILER, TYP. on EJOLT AND SSTD 1O4 SECT, 302 O INCHES LONG, 5/8 INCH N A 3h3 INCH WASHER I EOLIIREO NUT LOCATED OF CORNERS AND 18; ON O T R. 4" THK. 3,000 psi CONC. W /6x6xW1.4xW1.4 WWM @ MID -DEPTH 6x6 POST BASE, SEE SHT. A4 FOR DETAILS, TYP. 3' -0" WIDE DBL. LAYER z / W /6x6 W1.4xW1.4 WWM w 0 0 6 MIL VAPOR BARRIER FINISHED GRADE VARIES #4 CONT LAP 25" & BEND 25" @ CORNERS 2 - #5 CONT. (LAP 25" & BEND 25" @ CORNERS) FINISHED GRADE / '3" CLEAR � MONOLITHIC 3LAE ON PER FEMA REQUIREMENTS MINIMUM FOOTING 20 INCHES WIDE BY `!4, INCHES THICK WITH 2 #5 REBA; . BoTToM OF FOOTING MUST BE A MINIMUM OF 24 INCHES BELOW FINAL GRADE. COMPACTED OR UNDISTURBED SOIL FREE OF ORGANICS MIN. LOAD BRG. CAPACITY OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. CLEAR TYPICAL WALL SECTION SCALE: 3/4 " =1' -0" COPYRIGHT © 2011 Cadman Designs 0 o -cdo c.Do o- d0 Cafi cd cn 0 coo t 00 w 0 a; z 0 w I- < 0 A New Boat Storage Shed for rs. Steven Adams a) z 0 0 C 0 I- Wall Sections and Notes U H d- 0 I- z 0 0 J 0 U) SHEET A3 OF COPYRIGHT © 2011 Cadman Designs (2) SIMPSON LSTA24 STRAPS AT HEADER TO STUD AS SHOWN (TYP (2) SIMPSON LSTA24 STRAPS AT HEADER TO STUD AS SHOWN (TYP HEADER BEAM CONTINUOUS OVER SHEARWALL AS SHOWN (SIZE AND TYPE VARIES PER OPENING HEADER BEAM CONTINUOUS OVER SHEARWALL AS SHOWN (SIZE AND TYPE VARIES PER OPENING 2) SIMPSON LSTA24 STRAPS AT HEADER TO STUD AS SHOWN (TYP) 10d COMMON NAILS IN 2 ROW NAILING PATTERN © TOP OF HEADER AND TOP PLATE (REF DETAIL FOR NAILING PATTERN TYPICAL SHEARWALL PANEL OPENING WIDTH VARIE TYPICAL SHEARWALL PANEL OPENING WIDTH VARIE 2) 2x HEADER AT TOP (2) 2x VERTICAL EACH SIDE (2) 2x BRIDGING AT SHEATHING SPLICE (1) 2x SILL AT BOTTOM (2) 2x HEADER AT TOP (2) 2x VERTICAL EACH SIDE (MIN) (2) 2x BRIDGING AT SHEATHING SPLICE (1) 2x SILL AT BOTTOM ERPENDICULAR WALL FRAMING. PROVIDE SOLID BLOCKING BEHIND WALL STUD AS REQUIRED AND ATTACH TO SHEARWALL W/ (2) 16d COMMON NAILS © 6" O.C. )1" EXTERIOR SHEATHING (REF DETAIL 3) (TYP) " EXTERIOR SHEATHING (REF DETAIL 3) (TYP) '\ 7\ 10d COMMON NAILS © 6" VERTICAL ' SPACING AT EDGE \ j -`-e 10d COMMON NAILS IN 2 ROW NAILING PATTERN ON EACH SIDE OF SPLICE (REF DETAIL FOR NAILING PATTERN EADER BEAM CONTINUOUS OVER SHEARWALL AS SHOWN (SIZE AND TYPE VARIES PER OPENING) III NOTES: (2) SIMPSON PHD5 -SDS3 PER SHEARWALL (REF DETAIL 6) (TYP 1. 2x FRAMING TO MATCH WALL STUD SIZE 2. IF WIDTH OF SHEARWALL IS GREATER THAN 2' -O ", ADD VERTICAL STUD AND "G ANCHOR BOLT AS REQUIRED FOR 16" MAX SPACING FOR EACH 3. REFERENCE DETAIL 3 FOR EXTERIOR VIEW OF TYPICAL SHEARWALL PANEL SIMPSON PHD5 -SDS3 PER SHEARWALL LOCATED ON OUTSIDE FACE OF SHEARWALL (REF DETAIL 6) (TYP) NOTES: 1. 2x FRAMING TO MATCH WALL STUD SIZE 2. IF WIDTH OF SHEARWALL IS GREATER THAN 2' -O ", ADD VERTICAL STUD AND "o ANCHOR BOLT AS REQUIRED FOR 16" MAX SPACING FOR EACH SIMPSON PHD5 -SDS3 PER SHEARWALL LOCATED ON INSIDE FACE OF SHEARWALL (REF DETAIL 6) (TYP) 10d COMMON NAILS © 12" VERTICAL SPACING AT INTERIOR IF ADDITIONAL STUD IS INSTALLED 4" TYPICAL 2 ROW NAILING PATTERN 3. REFERENCE DETAIL 3 FOR EXTERIOR VIEW OF TYPICAL SHEARWALL PANEL SIMPSON PHD5 -SDS3 LOCATED ON CORNER STUD OF PERPENDICULAR WALL (REF DETAIL 6) (TYP) " EXTERIOR SHEATHING W/ 4' -0" MIN LENGTHS MEASURED FROM TOP OF HEADER AND FROM BOTTOM OF SILL 2 ROW NAILING PATTERN © SILL (REF DETAIL FOR NAILING PATTERN) ALTERNATE METHOD: INSTALL i" BEAD LIQUID NAILS ° "SUBFLOORS" ADHESIVE (PRODUCT NUMBERS LN -602 AND LN -902) AT ALL 2 ROW NAILING PATTERN LOCATIONS W/ SINGLE ROW 10d COMMON NAILS (4. 6" MAX HORIZONTAL SPACING (NOTE: BLEED OUT FROM ADHESIVE BEAD MUST BE VISIBLE FOR INSPECTION) SHEARWALL SHOWN IN WIDTH BETWEEN 1' -0" TO 2' -O" SHEARWALL SHOWN IN WIDTH 1' -0" OR LESS (TYP) TYPICAL SHEARWALL AT INTERIOR LOCATION TYPICAL SHEARWALL AT CORNER LOCATION INTERIOR VIEW OF TYPICAL FIRST FLOOR SHEARWALL SYSTEM FOR WALLS GREATER THAN 1' -0" 1 N.T.S. (2) SIMPSON LSTA24 STRAPS AT HEADER TO STUD AS SHOWN (TYP 10d COMMON NAILS IN 2 ROW NAILING PATTERN © TOP OF HEADER AND TOP PLATE (REF DETAIL FOR NAILING PATTERN INTERIOR VIEW OF TYPICAL FIRST FLOOR SHEARWALL SYSTEM FOR WALLS LESS THAN 1' -0" N.T.S. EXTERIOR VIEW OF TYPICAL FIRST FLOOR SHEARWALL PANEL N.T.S. 1" MINIMIUM EDGE DIST NCE (2) 2x VERTICAL (MIN) EADER BEAM CONTINUOUS OVER SHEARWALL AS SHOWN (SIZE AND TYPE VARIES PER OPENING) 10d COMMON NAILS © 6" VERTICAL SPACING AT EDGE \ SIMPSON SSTB20 ANCHOR BOLT 10d COMMON NAILS IN 2 ROW NAILING PATTERN ON EACH SIDE OF SPLICE (REF DETAIL FOR NAILING PATTERN EADER BEAM CONTINUOUS OVER SHEARWALL AS SHOWN (SIZE AND TYPE 4' -0" VARIES PER OPENING) MN NOTES: 1. 2x FRAMING TO MATCH WALL STUD SIZE SIMPSON PHD5 -SDS3 2. EXTERIOR SHEATHING NOT SHOWN FOR CLARITY 2) 2x HEADER AT TOP (2) 2x VERTICAL EACH SIDE (2) 2x BRIDGING AT SHEATHING SPLICE (1) 2x SILL AT BOTTOM (2) SIMPSON LSTA24 STRAPS AT PERIMETER BEAM /GIRDER TO STUD AS SHOWN (TYP NOTES: 1. 2x FRAMING TO MATCH WALL STUD SIZE 2. IF WIDTH OF SHEARWALL IS GREATER THAN 2' -O ", ADD VERTICAL STUD AS REQUIRED FOR 16" MAX SPACING FOR EACH 3. REFERENCE DETAIL 5 FOR EXTERIOR VIEW OF TYPICAL SHEARWALL PANEL 10d COMMON NAILS (4, 12" VERTICAL SPACING AT INTERIOR IF ADDITIONAL STUD IS I N STALLE LOCATE 3" TO 5" FROM TOP OF FOOTING SIMPSON SSTB20 ANCHOR BOLT (DETAIL 6) 4" TYPICAL 2 ROW NAILING PATTERN i" EXTERIOR SHEATHING W/ MIN LENGTHS MEASURED FROM TOP OF HEADER AND FROM BOTTOM OF PERIMETER BEAM /GIRDS \ \ 10d COMMON NAILS IN 2 • ROW NAILING PATTERN © SILL AND BOTTOM OF PERIMETER BEAM /GIRDER (REF DETAIL FOR NAILING PATTERN ALTERNATE METHOD: INSTALL 3" BEAD LIQUID NAILS "SUBFLOORS" ADHESIVE (PRODUCT NUMBERS LN -602 AND LN -902) AT ALL 2 ROW NAILING PATTERN LOCATIONS W/ SINGLE ROW 10d COMMON NAILS © 6" MAX HORIZONTAL SPACING (NOTE: BLEED OUT FROM ADHESIVE BEAD MUST BE VISIBLE FOR INSPECTION) 16 5/8" EMBED 2x SILL ADD (1) #4 REBAR IN MONOLITHIC FOUNDATION PER SIMPSON REQUIREMENT (NOT REQUIRED IN STEMWALL FOUNDATION) NOTE: 1. FOUNDATION WIDTH MUST BE 6" MIN. 2. FOUNDATION TYPE SHOWN IS FOR DISPLAY PURPOSES ONLY. ERIMETER BEAM /GIRDER 3. SAME DETAIL APPLIES TO BOTH MONOLITHIC AND STEM WALL FOUNDATIONS. INTERIOR VIEW OF TYPICAL ELEVATED (SECOND FLOOR) SHEARWALL SYSTEM tJN.T.S. EXTERIOR VIEW OF TYPICAL ELEVATED (SECOND FLOOR) SHEARWALL SYSTEM 5 N.T.S. TYPICAL SIMPSON STRONG -TIE PHD5 -SDS3 HOLDOWN ANCHOR N.T.S. TYPICAL SIMPSON STRONG -TIE SSTB20 ANCHOR BOLT INSTALLATION N.T.S. SHEET COPYRIGHT © 2011 Cadman Designs GENERAL STRUCTURAL NOTES ZONE LOCATIONS 1) ALL WORK TO CONFORM TO THE REQUIREMENTS OF THE FOLLOWING: (A) INTERNATIONAL RESIDENTIAL CODE - 2006 (IRC -2006) (B) STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION (SSTD- 10 -99) (C) WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS (1995 SBC HIGH -WIND EDITION) 2) WINDOWS, GLASS DOORS, & SKYLIGHTS SHALL BE APPROVED AND INSTALLED TO COMPLY WITH BOTH NEGATIVE AND POSITIVE PRESSURES AS REQUIRED BY SSTD 10 -99. DOCUMENTATION OF COMPLIANCE SHALL BE AVAILABLE ON SITE FOR EACH WINDOW, DOOR OR SKYLIGHT AT THE FRAMING INSPECTION. (SSTD TABLE 602A1, 602A2, 602A3) 3) IF APPROVED DOORS, WINDOWS, OR SKYLIGHTS ARE NOT USED, THEN WOOD STRUCTURAL PANELS MUST BE PROVIDED FOR EACH OPENING. PANELS WILL HAVE A MINIMUM THICKNESS OF 7/16 INCHES AND A MAXIMUM SPAN OF 8 FEET. PANELS MUST BE PRECUT TO SIZE WITH ATTACHMENT HARDWARE PROVIDED AND NUMBERED SO THAT A HOMEOWNER WILL BE ABLE TO IDENTIFY THE PROPER LOCATION FOR EACH PANEL (IRC 301.2.1.2. AND SSTD 604) * EXPOSURE B * * EXPOSURE C * * EXPOSURE D INCLUDING INLAND INCLUDING ISLANDS INCLUDING ISLANDS PROPERTY ONLY AND WATER /MARSH AND WATER /MARSH FRONT PROPERTY FRONT PROPERTY MEAN ROOF ZONE (4) ZONE (5) ZONE (4) ZONE (5) ZONE (4) ZONE (5) HEIGHT 15' DP 35 DP 45 DP 40 DP 50 DP 50 DP 60 20' DP 35 DP 45 DP 45 DP 55 DP 50 DP 65 25' DP 35 DP 45 DP 45 DP 55 DP 55 DP 65 30' DP 35 DP 45 DP 50 DP 60 DP 55 DP 70 35' DP 35 DP 45 DP 50 DP 60 DP 55 DP 70 40' DP 40 DP 45 DP 50 DP 65 DP 60 DP 70 45' DP 40 DP 50 DP 55 DP 65 DP 60 DP 75 50' DP 40 DP 50 DP 55 DP 65 DP 60 DP 75 NOTES: 1. DESIGN PRESSURE (DP) VALUES ARE LISTED IN POUNDS /SQUARE FOOT (PSF) 2. h = MEAN ROOF HEIGHT AND IS MEASURED FROM GRADE TO HALFWAY UP THE ROOF 3. a = LENGTH OF ZONE (5) LOCATED AT THE CORNERS OF THE BUILDING A DISTANCE OF THE FOLLOWING CRITERIA: A. THE SMALLER OF THE FOLLOWING: i. 10% OF THE LEAST HORIZONTAL DIMENSION ii. OR; 4h B. BUT NOT LESS THAN THE LARGER OF EITHER OF THE FOLLOWING: i. 4% OF THE LEAST HORIZONTAL DIMENSION ii. OR; 3 FEET WINDOW AND DOOR DESIGN PRESSURE (DP) RATING N.T.S. 4) DESIGN CRITERIA: FLOOR LIVE LOAD FLOOR LIVE LOAD BALCONY LIVE LOAD (AREA < 100 FTA2) BALCONY LIVE LOAD (AREA > 100 FT "2) = 40 PSF = 60 PSF = 100 PSF TYPICAL EXTERIOR SHEATHING PANEL (REF. DETAIL AT RIGHT FOR TYPICAL EXTERIOR SHEATHING NAILING PA 11 ERN) 2 ROWS OF 100 NAILS AT 4" HORIZONTAL SPACING AT TOP PLATE (REF. DETAIL FOR NALING PATTERN) 10D NAILS AT 6" VERTICAL SPACING AT EDGE (TYP) " EXTERIOR SHEATHING ROOF LIVE LOAD ROOF LIVE LOAD = 20 PSF ROOF SNOW LOAD GROUND SNOW LOAD (PG) FLAT ROOF SNOW LOAD (PF) SNOW EXPOSURE FACTOR (CE) SNOW LOAD IMPORTANCE FACTOR (I) THERMAL FACTOR (CT) = 0 PSF = 0 PSF = 1.0 = 1.0 = 1.0 SECOND FLOOR JOIST FRAMING BEHIND (VERTICAL STUD WALLS BEHIND NOT SHOWN FOR CLARITY) USE CONTINUOUS SHEATHING OVER SECOND FLOOR FRAMING 10D NAILS AT 4" HORIZON SPACING AT EACH END OF EXTERIOR SHEATHING AT PANEL SPLICE (PROVIDE 2X BLOCKING AS REQUIRED) 10D NAILS AR 12" VERTICAL SPACING AT INTERIOR STUD (TYP) WIND LOADS BASIC WIND SPEED WIND IMPORTANCE FACTOR (1) WIND EXPOSURE INTERNAL PRESSURE COEFFICIENT (GCPI) COMPONENTS & CLADDING PRESSURE = 120 MPH = 1.0 =B = ±0.18 = 32 PSF EARTHQUAKE DESIGN DATA SEISMIC IMPORTANCE FACTOR (IE) SEISMIC USE GROUP SPECTRAL RESPONSE ACCELERATION (SS) SPECTRAL RESPONSE ACCELERATION (SS) SPECTRAL RESPONSE COEFFICIENT (SDS) SPECTRAL RESPONSE COEFFICIENT (SD1) SITE CLASS SRISMIC DESIGN CATEGORY SEISMIC RESPONSE COEFFICIENT (CS) RESPONSE MODIFICATION FACTOR (R) BASIC SEISMIC FORCE RESISTING SYSTEM DESIGN BASE SHEAR (V) ANALYSIS PROCEDURE = 1.0 =1 = 0.404 = 0.147 = 0.541 = 0.329 =D =D = .06 =6 = BEARING WALLS WITH SHEAR PANELS = 45 KIPS = SIMPLIFIED ANALYSIS PROCEDURE (1617.5) STAGGAR JOINTS HORIZONTALLY TYPICAL EXTERIOR SHEATHING INSTALLATION PATTERN 2 ROWS OF 10D NAILS AT 4" HORIZONTAL SPACING AT BOTTOM PLATE (REF. DETAIL FOR NAILING PAI TERN) NOTE: NAILING PAI IERN SPECIFIED IS DESIGNED TO TRANSFER UPLIFT FORCES TO FOUNDATION TYPICAL 2 ROW NAILING PAI TERN ALTERNATE METHOD: INSTALL 3" BEAD LIQUID NAILS ® "SUBFLOORS" ADHESIVE (PRODUCT NUMBERS LN -602 AND LN -902) AT ALL 2 ROW NAILING PAI IERN LOCATIONS W/ SINGLE ROW 10d COMMON NAILS @ 6" MAX HORIZONTAL SPACING (NOTE: BLEED OUT FROM ADHESIVE BEAD MUST BE VISIBLE FOR INSPECTION) TYPICAL EXTERIOR SHEATHING NAILING PATTERN CTYPICAL EXTERIOR SHEATHING NAILING PATTERN EXTENT OF HEADER DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS) EXTENT OF HEADER DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS) MIN. 3" X 11.25" NET HEADER 4( CORNER STUD CONNECTED TO TRANSFER SHEAR BEND ADDITIONAL STRA OVER TOP OR CUT OFF fTOUBLE STUD MINIMUM TO TRANSFER SHEAR FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 16D SINKER NAILS AT 3" O.C. TYP. 1000 LB STRAP 000 LB STRAP OPPOSITE SHEATHING SIMPSON PHD5 -SDS3 SIMPSON PHD5 -SDS3 FASTEN SHEATHING TO HEADER WITH 8D COMMON OR GALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.C. IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) TYP. -MIN. WIDTH= 16" FOR ONE STORY STRUCTURES MIN. WIDTH= 24" FOR USES IN THE FIRST OF TWO STORY STRUCTURES -MIN. 2X4 FRAMING -3/8" MIN. THICKNESS WOOD STRUCTURAL PANEL SHEATHING TYPICAL PORTAL CONSTRUCTION - FOR A PANEL SPLICE --\ (IF NEEDED), PANEL EDGES SHALL BE BLOCKED, AND OCCUR WITHIN 24" OF MID - HEIGHT. ONE ROW OF TYP. SHEATHING -TO- FRAMING NAILING IS REQUIRED. IF BLOCKING IS USED, THE 2X4'S MUST BE NAILED TOGETHER WITH 3- 16D SINKERS DOUBLE 2x MINIMUM FOR HEADER OR BEAM (REF PLAN FOR SPECIFIC SIZE) DOUBLE 2x MINIMUM FOR HEADER OR BEAM e/— (REF PLAN FOR SPECIFIC SIZE) MIN. DOUBLE 2X4 POST—' MIN. 4200 LB TIE -DOWN DEVICE (EMBEDDED INTO CONCRETE AND NAILED TO FRAMING) SEE SECTION R602.10.6.2 MIN. 1000 LB TIE DOWN DEVICE EILING JOIST (REF PLAN FOR SIZE AND SPACING) — CEILING JOIST (REF PLAN FOR SIZE AND SPACING) 5/8"0 SIMPSON SSTB ANCHOR BOLT (SSTB24) 5/8"0 SIMPSON SSTB ANCHOR BOLT (SSTB24) ALT. BRACED WALL PANEL AT DOOR /WINDOW OPENINGS N.T.S. (2) SIMPSON MTS12 MIN. UNLESS NOTED OTHERWISE (2) SIMPSON MTS12 MIN. UNLESS NOTED OTHERWISE X6 P.T. S.Y.P. WOOD COLUMN (OPTIONAL 8X8 P.T. S.Y.P. WOOD COLUMN) X6 P.T. S.Y.P. WOOD COLUMN (OPTIONAL 8X8 P.T. S.Y.P. WOOD COLUMN) INTERMEDIATE H NOTE: SE iswrrson Strong -Tie A51 6WN WITH PA51 (SIMILAR PA68) PICAL WALL SECTION. CORNER HOLDOWN WITH SINGLE ANCHOR ON STEM WALL NOTE: SEE FOUNDATION PLAN FOR LOCATION. ENDWALL INTERMEDIATE HOLDOWN WITH S1NLNLEANCHOR ON STEM WALL NOTE: SEE FOUNDATION PLAN FOR LOCATIO ENDWALL ENDWALL ENDWALL NOTE: ROOF FRAMING NOT SHOWN FOR CLARITY. ALL RAFTERS MUST BE ATTACHED TO HEADER OR BEAM WITH SIMPSON H2.5A MIN UNLESS NOTED OTHERWISE. NOTE: ROOF FRAMING NOT SHOWN FOR CLARITY. ALL RAFTERS MUST BE ATTACHED TO HEADER OR BEAM WITH SIMPSON H2.5A MIN UNLESS NOTED OTHERWISE. CORNER STUD CONNECTED TO TRANSFER SHEAR (ALT.: USE ADDITIONAL HOLDOWN) SIMPSON PHD5 -SDS3 OR SIMPSON HTT22 (2) 16d COMMON NAILS @ 6" 0.C. MIN ON BOTH SIDES (REF. PLAN VIEW) CORNER STUD CONNECTED TO TRANSFER SHEAR (ALT.: USE ADDITIONAL HOLDOWN) SIMPSON PHD5 -SDS3 OR SIMPSON HTT22 (2) 16d COMMON NAILS @ 6" O.C. MIN ON BOTH SIDES (REF. PLAN VIEW) CORNER STUD CONNECTED TO TRANSFER SHEAR (ALT.: USE ADDITIONAL HOEDOWN) SIMPSON PHD5 -SDS3 OR SIMPSON HTT22 (2) 16d COMMON NAILS 0 6" 0.C. MIN ON BOTH SIDES (REF. PLAN VIEW) SIMPSON STRONG -11E HPAHD22 W/ (22) 10D NAILS LOOR JOIST (REF PLAN FOR SIZE AND SPACING) /—F SIMPSON ABU66 (USE SIMPSON ABU88 W/ (2) 1"0 ANCHOR BOLTS FOR 8X8 COLUMN) SIMPSON ABU66 (USE SIMPSON ABU88 W/ (2) "o ANCHOR BOLTS FOR 8X8 COLUMN) "o A307 THREADED ROD w/ 6" MIN. EMBED INTO FOUNDATION w/ SIMPSON ACRYLIC -11E ADHESIVE "o A307 THREADED ROD w/ 6" MIN. EMBED INTO FOUNDATION w/ SIMPSON ACRYLIC -TIE ADHESIVE (2) 16d COMMON NAILS @ 6" 0.C. MIN ON BOTH SIDES "0 A307 THREADED ROD W/ 6" MIN EMBED (12" MIN EMBED FOR CMU STEMWALL FOUNDA11ON) IN SIMPSON ACRYLIC -TIE ADHESIVE PER MANUFACTURER'S SPECIFICATIONS in/3 SIMPSON 11TEN HD WITH ' MIN. EMBED FOR SINGLE STORY HOUSES ONLY #5 CONT. REBAR PER FOUNDATION PLAN AND SIMPSON REQUIREMENT REF. FOUNDATION PLAN FOR FOUNDATION TYPE TYPICAL WOOD COLUMN HOEDOWN ANCHOR REF. FOUNDA11ON PLAN FOR FOUNDATION TYPE TYPICAL WOOD COLUMN HOEDOWN ANCHOR SIMPSON STRONG-TIE 11TEN HD MAY BE USED IN SINGLE STORY HOUSES ONLY SIMPSON STRONG -11E HPAHD22 MAY BE SUBSTITUTED FOR SIMPSON PHD5 -SDS3 IN MONOLITHIC FOUNDATIONS ONLY TYPICAL COLUMN HOLDOWN DETAILS N.T.S. SHEET