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HomeMy Public PortalAbout11-0182 Turner_2of23 . : . • .• . . • - • =Win ISSAW .1111110.1130.01111/VIWINIIIINftlaimeall LAGOON • z • NEW RENOvAQN:Y:AND ROOF ADD) TiON EXISTING PORCH:.:. SU. SHEETS Al H•A7; . 00 lE 3,04. LAGOON • •1 14'P l0 1 rP11.1E NEW SPIRAL STAIRCASE. SEE SHEETS Al — A7, TYP. ituutqa 00410) " , ,C;O1;41!PIttE te 1 1 1PF WI •: • owv 40' Iv* sf CRATE iNLET TOP ELEV 7,9i 1E 4.84 LOT 3 COPYRIGHT © 2011 Cadman Designs z 0 (7) w A New Addition and Renovation for The Turner Residence Lot 4, Eagles Nest ct SHEET S 1 OF7 SS,V,Ittn:11, 0 "Xto Approwt,, ii1' iia•n on 1-� 10' -4" F. 71 L -J INSTALL 6 "x8 "± SCUPPERS © PARAPET WALL, TYP. SEE SECTION 1 /A4. Foundation Plan 42 "x42" C NT. 3,000psi CONC. F OTING W/3 #5's CONT. DOVE INTO EXISTING CONCRETE fYOTING W/2-1/2"0x16" LONG DOWELS W /EPDXY EACH SIDE, SEE DETAILS 1 /A4. COPPER N M PILO r. =S�'C101TB2 D toE?4(3ntC 0 NO p SPIRAL STAIRCASE FOOTING 48 "x48" X12" 3,000psi W /2 - #5's REBAR EACH WAY. VERIFY W /MANUF. SPECS. to R w CO Foundation Plan SCALE: 1/4" = 1' -0" FOUNDATION NOTES: Existing Storage Storage 4" REINF. 3,000psi CONC. SLAB W /6x6 10/10 WWF & 12" TND. DN. FOOTING FIN FL. TO MATCH EXISTING Existing Garage 0 I' -3/ \ / N N / N / \ / N / N / N / N / N / \ / \/ n /\ / N / N / \ / N / N / \ / N / N / N / / N 1. CONCRETE SHALL DEVELOP 3000 PSI AT 28 DAYS. FLYASH 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 12 INCHES 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. 12 "± PARAPET WALL, TYP. - A cD 1 ALUM. SPIRAL STAIRCASE, INSTALL AS PER MANUF. SPECS. U -4 U EXISTING 3' -0" HIGH HANDRAIL, TYP. RELOCATE & INSTALL AS PER MANUF. SPECS. 3' -10" Roof Man SCALE: 1/4" = 1' -0" ROOF CONSTRUCTION: INSTALL PL AS 9EQUP S STAIRCASE FLOC/2 AC CONCEALED COPPER FLASHING, TYP. TFORM LANDING D FOR SPIRAL TO SECOND =SS 1. RAFTER - 2 X 8 ® 16 ". THEY ARE CUT IN TO HIPS, RIDGES, ETC. UNLESS NOTED DIFFERENTLY. 2. COLLAR TICS 2 x 4 4 16" 0. C. AT ALL RIDGES. 3. ® INDICATES LOCATION OF RAFTER BRACE AT RAFTER LEVEL. 4. - ARROW AWAY MOM BRACE INDICATES DIRECTION OF BRACE TO PARTITION /BEAM BELOW. 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 -56. 9. RAFTERS CAN BE SPLICED OVER SUPPORTS WITH 2 - 2 x 4 BRACES. 16P NAILS 0 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. UGC 2 2 x 6 IIOGS AT RAI -TER W1111 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. 2. ALL JOISTS, GIRDERS AND EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 UNLESS NOTED OTHERWISE. 3. ALL OTHER LUMBER CAN BE SPRUCE #2 UNLESS NOTED OTHERWISE. 4. STEEL BEAMS MUST HAVE MINIMUM 5 -2x6 STUD JACKS W /BLOCKING 0 MID -HGT. UNDER EACH END SUPPORT UNLESS NOTED OTHERWISE. 5. MICRO -LAM BEAMS MUST HAVE MINIMUM 3 -2X6 STUD JACKS W /BLOCKING MID -HGT. UNDER EACH END SUPPORT UNLESS NOTED OTHERWISE. 6. ALL WOOD JOISTS AND OPEN JOISTS MUST BE BRACED IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS PLUS DETAILS SHOWN ON PLANS. 7. ALL RAFTER BRACES MUST HAVE MINIMUM 2 STUDS FROM PLATE TO FOUNDATION OR BEAM BELOW THEM AT ALL FLOORS. NO BRACES ON CEILING PLATE WITHOUT STUDS DIRECTLY UNDER THEM U.N.O. 8. 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. 9. 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. 10. 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' -O" - 2 -2X6's (2) SPANS 2' -O" TO 3' -0" - 2- 2x8's (3) SPANS 3' -O" TO 5' -0" - 2- 2X10's (4) SPANS 5' -0" OR MORE SEE PLAN 11. USE 15/32" CDX PLYWOOD EXTERIOR SHEATHING. RUN CONTINUOUSLY FROM TOP OF TOP PLATE TO BOTTOM OF SILL. NAIL PER CODE REQUIREMENTS PER DETAIL 1/A11. NO DATE REVISION .o........___,„-..-------...__.......1 A New Addition and Renovation for 1 3-22-11 FINAL — ISSUED FOR CONSTRUCTION aman 41 and 16 of Plan The Turner Residence 0 , es.] nsj Lot 4, Eagles Nest Residential a Designers a ] P.O. Box 30443 a Savannah, GA , ... /4"=1'—U ,, CONTR. NO. 1106 Tybee Island Georgia Office / Fax: 912.349.1601 — .. , r , --- ,,, — ,,,,,, ,71, ■re .. ..Ner , ^,,,,, a b h.,,,,, ,,,,,,. " , 4.1.1+ e . .-■ COPYRIGHT © 2011 Cadman Designs NEW CASEMENTS WINDOWS, TYP. FRAME SILL 0 6" A.F.F. 1O'-4” EXISTING FURR WALLS AS REQUIRED FOR INSTALLATION OF NEW WINDOWS. FRAME ROUGH OPENINGS AS PER MANUF. SPECS, TYP. INSTALL 3 WALL RECEPTACLES. SET 12" ABOVE FLOOD PLAIN. FIELD VERIFY, TYP. OF 3. New Indoor Exer0Se/Gym o P AINt WALLS, CLG. & TRIM. INSTALL NEW FLOOR i COVERING AS DIRECTED BY OWNER. Existing Storage SPACE BELOW FLOOD EI_VATION (AP.- Mdrestatic vents required to rebut; water pres enclosed space helm flood elevation. 1 spar vent required for each 1 square foot ot tic) Bottom of vent must be within 1 foot of th elevation. Vents must be placed in opposite ' permit water to flow, CONC. SLAB 0 GRADE. tirsklyki 1ch „r141.3 i-23cf-Eiiieg cf n L81 0-,,pka.,3r4t nf;ov3 VJ TO SWITCH REMOVE AND REPLACE EXISTING DOOR W/NEW 2/3 LITE PANEL DOOR Storage INSTALL NEW PATIO DOOR AS PER MANUF. SPECS. 0 • C Odtr. /-1 UL jr- SSTD 10-H TABLES 602A1, 602M, OVA ORM UN AND IRC 301.2.1.2 WINDOWS, GLASS DOORS AND SKYLIGHTS 81-1All APPROVED AND INSTALLED TO COMPLY WITI1 POIN POSITIVE' AND NATIVE PREpSURM i7iuiixa v,3 i 0 Existing Garage z 0 / N / / N / / N / N / N / N N / / N 7 First floor Plan SCALE: 1/4" = 1'-0" NOTES: 1. ALL NEW FRAMING TO BE 2x4 EXTERIOR AND LOAD BEARING WALLS UNLESS OTHERWISE NOTED. 2. ALL HEADERS, JAMBS, AND SILLS TO BE PRESSURE TREATED FRAMING. 3, ALL NEW ADDITIONS TO BE HAVE BASEBOARDS, CROWN MOULDING, 1 PRIME COAT AND 1 FINISH PAINT COAT MIN. CONTRACTOR. CONTRACTOR TO COORDINATE W/OWNER PRIOR TO CONSTRUCTION. 4, ALL FLOOR FINISHES TO MATCH EXISTING OR AS NOTED. 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. FURR PORCH BEAM TO ALIGN W/ STUCCO PIERS, TYP. COLUMN HOLDDOWN SEE SECTION 1/A4 AND SH T. A5. 0 z I- 5R 12" SQ. TUSCAN PERM A—CAST COLUMN, TYP. ALUM, SPIRAL STAIRCASE, INSTALL AS PER MANUF. SPECS. ICI • pr 111 tip • TO SWITCH INSTALL NEW SCREEN DOOR AS PER MANUF. SPECS. I XISTING LOWER ARRANGEMENT OF WINDOWS TO REMAIN, SEE THIRD FLOOR PLAN. Covered Porch (NEW DECKING ON DUCK—BOARD OVER SEAL—O--FLEX ON 3/4" EXT. PLYWOOD, TYP. Ma INSTALL PLATFORM LANDING AS REQUIRED FOR SPIRAL STAIRCASE TO SECOND FLOOR ACCESS UI 111111M------11111111 I itammimi> Second Moor Plan SCALE: 1/4" = 0" RELOCATE 3'-0" HIGH WROUGHT IRON HANDRAIL, TYP. ALUM. HANDRAIL TO MATCH EXISTING, STUCCO EXTERIOR MATCH EXISTING 72" DIA, METAL SPIRAL STAIRCASE. FABRICATE Sc INSTALL AS PER MANUF. SPECS. CONCEALED COPPER FLASHING, TYP. 12"± PARAPET WALL, TYP. RELOCATE 3'—O" HIGH WROUGHT IRON HANDRAIL, TYP. CONCEALED COPPER FLASHING, TYP. ROOF PITCH, 1/2:12 SEE SECTION 1/A4. TOP PLATE i34%9M4c$411 4+144+444•4#4.1 K44•4$4•444•4+,4•41, 0404044•44+0 4+#04+,41•■,4•■+"44 '444.44•44•44•4* v4;4*444•44`444v pie4v#4.,e4+,+"04 ■ 4•4•■ 4•+, *IVA 04+40' ■■4•4,4*" s+4, SOLID DROP PANEL. 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TUSCAN PERMA—CAST COLUMN, TYP, 20/20 GAUGE COPPER SCREEN OR APPROVED EQUAL, TYP. _j o I < 2nd Floor A CO 4 NEW RENOVATION Front Elevation SCALE: 1 /4"=l '-0" Mv A1V-N? Tr,ir !=•:•.,;1tr11 €:-.%4 ' • •' • RELOCATE 3'-0" HIGH WROUGHT IRON HANDRAIL, TYP. 12"± PARAPET WALL, TYP. 4x4 P.T. COLLAR BEAM, SEE SHT. A4. ,u uni ONV All,10 W.OR HJ.IM AlMOR UTIVIGNI ONV OAOLIMI PiR TIVIN SIIID11ANS ]WV 011O0 I:l ER/19 ‘StitOONItit 1:11 `CVZOO tra9 'INN 'Kraig 66.0[. OISO 9-P,N91"1/01 r3P,rmet W0fred zy4 p$FikkeZA7 SOLID DROP PANEL. PAINT TO MATCH TRIM, TYP. Rear Elevation SCALE:1 /4"=1'-0" CONCEALED COPPER FLASHING, TYP. TOP PLATE 12" SQ. TUSCAN PERMA—CAST COLUMN, TYP. 20/20 GAUGE COPPER SCREEN OR APPROVED EQUAL, TYP. kfcm 4tiol-40 6i-61..101-NV SSW 10.99 TABLES 02A1, 002A2, 602A3, Si, 604 AND IRC 301.2.1.2 WINDOWS, GLASS DOORS AND Sly SHALL UL; APPROVED AND INSTALLED TO DOile1PLY WITH BOTH POSITIVE AND NEGATIVE PRESSURES. p,-20007-2. Wtt.vocra,R FiZr'e‘ III III _J li% —11111111111111 El TIMMMIANNIN 10!I OIMMOR yr .:11111111 . . —..... Ai 41[1 I I I I I II! ,, a maim timilioll , 11111111M11111: ith:1 mil' Iliiik0 'Haw 1 iht lurk ii"11111. rip 111 115 !mill .. mum II 1111111 _you"! 1 „Al I i ELf 1411111!zi,...112 / 1 - 111101111 Illiiiiirt4 iih il iii hi MPH maim 11 SPIRAL STAIRCASE, SEE FLOOR PLANS. 2nd Floo STOCOO EXTERIO0 •MATCH 72" DI A. METAL SPIRAL STAIRCASE. FABRICATE & INSTALL AS PER MANUF, SPECS. cO Left Side Elevation SCALE: 1 /4"=l '-0" 4" STUCCO BAND, TYP. Co >- Lt. w U- OPA.60. riaoky FLoc;ii (AE-Z Hydrostatic ye* req.thed to water pressure in i3ncluoti space below fled elevatier, 1 square inch of vent requited for each I square foot of floor area, Oottom of vent must he within 1 foot of the grad:?, elevation. Vents must be placed in opposite vialls to permit water to flow. a(; tWDi1AIL & 11,11i01113.1U3 tatrEi mom, than O" In hIiht roquIre 34"/2" handra.111-,, Porcho2, l2aintilc,“:„ ramp E deolTo rtinFo than °JO" ElboVo, grado roquiro 00" guardraiirl„, opening pc,IrmIttoci io 4" SPACE BELOW FLOOD El.:VATION (AE.Xon6) Hydrostatic vents required to relieve water pressure in enclosed space below flood elevation. 1 3quafe Ind of vont required for each 1 soiT, foot of floor area, glottoro of vont mud be within 1 ft of the grade, elevation. Vents flint hn placed in (ippoltel yolk to permit water to flow, COPYRIGHT © 2011 Cadman Designs NVIEMINISIM I z 0 0) 5 ILl ce SSUED FOR CONSTRUCTION z U- 0 A A New Addition and Renovation for The Turner Residence Lot 4, Eagles Nest Exterior Elevations SHEET AS 4 OF 7 /\ / \ / \ '\ /. \ / \/ .., 4 NEW RENOVATION Front Elevation SCALE: 1 /4"=l '-0" Mv A1V-N? Tr,ir !=•:•.,;1tr11 €:-.%4 ' • •' • RELOCATE 3'-0" HIGH WROUGHT IRON HANDRAIL, TYP. 12"± PARAPET WALL, TYP. 4x4 P.T. COLLAR BEAM, SEE SHT. A4. ,u uni ONV All,10 W.OR HJ.IM AlMOR UTIVIGNI ONV OAOLIMI PiR TIVIN SIIID11ANS ]WV 011O0 I:l ER/19 ‘StitOONItit 1:11 `CVZOO tra9 'INN 'Kraig 66.0[. OISO 9-P,N91"1/01 r3P,rmet W0fred zy4 p$FikkeZA7 SOLID DROP PANEL. PAINT TO MATCH TRIM, TYP. Rear Elevation SCALE:1 /4"=1'-0" CONCEALED COPPER FLASHING, TYP. TOP PLATE 12" SQ. TUSCAN PERMA—CAST COLUMN, TYP. 20/20 GAUGE COPPER SCREEN OR APPROVED EQUAL, TYP. kfcm 4tiol-40 6i-61..101-NV SSW 10.99 TABLES 02A1, 002A2, 602A3, Si, 604 AND IRC 301.2.1.2 WINDOWS, GLASS DOORS AND Sly SHALL UL; APPROVED AND INSTALLED TO DOile1PLY WITH BOTH POSITIVE AND NEGATIVE PRESSURES. p,-20007-2. Wtt.vocra,R FiZr'e‘ III III _J li% —11111111111111 El TIMMMIANNIN 10!I OIMMOR yr .:11111111 . . —..... Ai 41[1 I I I I I II! ,, a maim timilioll , 11111111M11111: ith:1 mil' Iliiik0 'Haw 1 iht lurk ii"11111. rip 111 115 !mill .. mum II 1111111 _you"! 1 „Al I i ELf 1411111!zi,...112 / 1 - 111101111 Illiiiiirt4 iih il iii hi MPH maim 11 SPIRAL STAIRCASE, SEE FLOOR PLANS. 2nd Floo STOCOO EXTERIO0 •MATCH 72" DI A. METAL SPIRAL STAIRCASE. FABRICATE & INSTALL AS PER MANUF, SPECS. cO Left Side Elevation SCALE: 1 /4"=l '-0" 4" STUCCO BAND, TYP. Co >- Lt. w U- OPA.60. riaoky FLoc;ii (AE-Z Hydrostatic ye* req.thed to water pressure in i3ncluoti space below fled elevatier, 1 square inch of vent requited for each I square foot of floor area, Oottom of vent must he within 1 foot of the grad:?, elevation. Vents must be placed in opposite vialls to permit water to flow. a(; tWDi1AIL & 11,11i01113.1U3 tatrEi mom, than O" In hIiht roquIre 34"/2" handra.111-,, Porcho2, l2aintilc,“:„ ramp E deolTo rtinFo than °JO" ElboVo, grado roquiro 00" guardraiirl„, opening pc,IrmIttoci io 4" SPACE BELOW FLOOD El.:VATION (AE.Xon6) Hydrostatic vents required to relieve water pressure in enclosed space below flood elevation. 1 3quafe Ind of vont required for each 1 soiT, foot of floor area, glottoro of vont mud be within 1 ft of the grade, elevation. Vents flint hn placed in (ippoltel yolk to permit water to flow, COPYRIGHT © 2011 Cadman Designs NVIEMINISIM I z 0 0) 5 ILl ce SSUED FOR CONSTRUCTION z U- 0 A A New Addition and Renovation for The Turner Residence Lot 4, Eagles Nest Exterior Elevations SHEET AS 4 OF 7 0) (n-r, 03.28 0. 0 MI> rn r- 0 0) • r M 't 12"± N.T.S. 1\) 0 00 00 0 -0 Z ° 071 0-0 0 13 7-1 Z (4 > Typical Wall Section DATE: March 2011 SCALE: 1 /4" 1V310 1NO3 0 0 0 0 0 w 0 0- -J LJ -H tt) PARAPET WALL, SEE SECTION 1/A3. HURRICANE CLIP SIMPSON H15 CD EACH RAFTER (TYP.) APPLY AFTER PAINT SOFFIT TO MATCH EXISTING PTKDAT 1X4 W/ METAL DRIP TOP PLATE FIELD VERIFY HANDRAIL— SEE ARCH. DWGS. STANDING SEAM METAL ROOF OVER 15# FELT ON 1/2" OSB PLYWOOD. MATCH EXISTING, FIELD VERIFY. 2"x2"x1/8" PLATE WASHER W/1/2" NUT, ZINC PLATED—YELLOW CHROMATED. EXISTING I 12 JOIST HANGER, APPLY PLATE AFTER PAINT 12 1/2 I 2x8 TOP PLATE BLOCKING, TYP. OVERHANG PORCH BEAM JOISTS METAL HANGER, TYP. 1/2" BEADED PLYWOOD 2x2 3/4 P.T.K.D.A.T. FRIEZE W/ 5/4x6 P.T. WATERTABLE OVER 1x10 TRIM 2xMAT.L' CAP (FLASHED) W/2 1/4" CROWN TRIM, TYP AS PER HB&G APPUED MOULDING 6" CONT. FRIEZE, TYP. 3-2x10 W/1/2" PLYWOOD BTWN. 4x4 P.T. COLLAR BEAM, FASTEN W/FACE MOUNT HANGERS. USE SIMPSON U24-2 OR APPROVED EQUAL, TYP. 4x4 P.T. COLLAR BEAM. FASTEN W/FACE MOUNT HANGERS. USE SIMPSON U24-2 OR APPROVED EQUAL, TYP. 12" x12" P ERM A—CAST COLUMN, TYP. Covered Porch GO BOLT ALL—THREAD ROD 1/2" DIA., ZINC PLATED—YELLOW CHROMATED 0 EACH COL. 1x10 BASE W/BASE CAP, TYP. 6" CONT. STUCCO BAND, TYP. NOTE: ORIENT SLEEPERS IN DIRECTION OF DECK SLOPE. RECESS SLEEPERS AT EDGES AGAINST WALL TO ALLOW WATER PASSAGE. PROVIDE WEEP HOLES FOR WATER DRAINAGE FROM DECK, TYP. 15/32" CONTINUOUS PLYWOOD SHEATHING 1x P.T. OR 5/4" DUCKBOARD DECK ON P.T. 1x3 OR 1x4 SLEEPERS 0 12"o.c.. FASTEN DECKING WITH BRASS OR STAINLESS STEEL SCREWS COUNTERSUNK FROM UNDER SIDE OF SLEEPERS, TYP. >x M P10 -40 EXISTING SECOND FLOOR FIELD VERIFY STUCCO, MATCH EXISTING, TYP. INSTALL STRAP TIES 0 EACH COLUMN. USE SIMPSON LSTA18 OR APPROVED EQUAL. INSTALL SEAL—O—FLEX OVER EXISTING 3/4" PLYWOOD DECKING ON WATERPROOF MEMBRANE. INSTALL AS PER MANUF. SPECS. FLASHING, TYP. SLOPE 1/8" PER FT. 1x TRIM STUCCO FINISH MATCH EXISTING FINISH GRADE eR FRAMING 11[ Ira EXISTING 3/4" P.T. PLYWOOD JOISTS METAL HANGER, TYP. GO—BOLT 1 3/4"x 13 ZINC PLATED COUPLER & 2"x2"x1/8" PLATE WASHER W/1/2" NUT, ZINC PLATED—YELLOW CHROMATED. 8" BOND BEAM W/2#5 CONT. EXISTING CMU PIER OF FRAMED WALLS, TYP. Gym / Exercise Room Lower Level STUCCO FINISH EXISTING 8"x12"x8" CMU FILLED SOLID W/31000 psi CONC. W/1 #5 VERT. REBAR, TYP. NEW FINISHED FLOORING OWNER TO SELECT \ EXISTING 4 REINF. CONC. SLAB W • < \/ //\4>• \\\s, C30Q0NOC. RpEsT Ei \/ • FOOTING IND. DOWN FOOTING, TYP. , 'INSTALL 1/2" 0 x 12" LONG \ %DOWELS W/EPDXY. 2 EACH SIDE \ /9 ALL EXIST. CONC. FTGS. \ s EA. WAY 3#5' \ / REBARS Wall Section at Screen Porch Scale: 3/4"=V—O" NOTE: GO—BOLT TIE—DOWN ANCHORING SYSTEM TO BE INSTALLED AS PER MANUF. SPECS. 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 BE © 7/16" 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 cALVANIZED COMMON, OR 8d/10d RING SHANK NAILS 6"o.c. © EDGES AND INTERMEDIATE FRAMING. FASTENERS TO BE 4' o.c. © GABLE ENDS. 6. RIDGF ROARD TO AF NOMINAI 2x. THIC,KNFSS NOT I FSS IN DFPTH THAN THF DFPTH CUT OF THF RAFTFRS (SSTI) 307.1.3) A New Addition and Renovation for The Turner Residence Lot 4, Eagles Nest CONTR. NO. 1106 Tybee Island Georgia NO. DATE REVISION 1 3-22-11 FINAL — ISSUED FOR CONSTRUCTION man 4, esigns LLC Residential n Designers • Planners P.O. Box 30443 m Savannah, GA 31410 Office / Fax: 912.349.1600 aa^ta. VY,FmneOraegn. GENERAL STRUCTURAL NOTES 1) ALL WORK TO CONFORM TO THE REQUIREMENTS OF THE FOLLOWING: 3) (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) DESIGN CRITERIA: ROOF LIVE LOAD - - -- 20 PSF FLOOR LIVE LOAD - -- 40 PSF WIND LOAD PER IRC 2006 (A) BASIC WIND SPEED (3- SECOND GUST) 120 MPH (B) EXPOSURE C 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) 4) 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) ZONE LOCATIONS 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 OR; 3 FEET WINDOW AND DOOR DESIGN PRESSURE (DP) RATINGS 2 / N.T.S. TYPICAL EXTERIOR SHEATHING PANEL (REF. DETAIL AT RIGHT FOR TYPICAL EXTERIOR SHEATHING NAIUNG PATTERN) SECOND FLOOR JOIST FRAMING BEHIND (VERTICAL STUD WALLS BEHIND NOT SHOWN FOR CLARITY) USE CONTINUOUS SHEATHING OVER SECOND FLOOR FRAMING STAGGER JOINTS HORIZONTALLY TYPICAL INSTALLATION PATTERN SHEATHING JOINTS CONTINUOUS SHEATHING AT TOP OF FRAMED OPENING (INSTALL HORIZONTAL OR VERTICAL AS REQUIRED) KING STUDS AS REQUIRED JACK STUDS AS REQUIRED (FASTEN TO KING STUD WITH 10d NAILS 12" O.C. TYPICAL INSTALLATION AROUND OPENINGS 2 ROWS OF 10d NAILS AT 4" HORIZONTAL SPACING AT TOP PLATE (REF. DETAIL FOR NAILING PATTERN) 10d NAILS AT 4" HORIZONTAL SPACING AT EACH END OF EXTERIOR SHEATHING AT PANEL SPUCE (PROVIDE 2x BLOCKING AS REQUIRED) i" EXTERIOR SHEATHING 2 ROWS OF 10d NAILS AT 4" HORIZONTAL SPACING AT BOTTOM PLATE (REF. DETAIL FOR NAILING PATTERN) s ••••••••••••••••• TYPICAL NAIUNG PATTERN NOTES: 1. NAILING PATTERN SPECIFIED IS DESIGNED TO TRANSFER UPUFT FORCES TO FOUNDATION AND NO ADDITIONAL STRAPPING IS REQUIRED AROUND THE WINDOW OPENINGS. 2.SHEATHING MAY BE INSTALLED VERTICAL OR HORIZONTAL EXCEPT AT FLOOR LINES IN MULTI -STORY BUILDINGS WHERE FULL HEIGHT SHEATHING MUST BE INSTALLED VERTICAL WITH 24" MIN ABOVE AND BELOW THE FLOOR UNE. 3.MINIMUM SHEATHING SECTION AT ROOF AND FOUNDATION TO BE 48 ". MINIMUM SHEATHING SECTION AT ALL OTHER LOCATIONS TO BE 24 ". 1 ,TYPICAL EXTERIOR SHEATHING NAILING PATTERN N.T.S. -�' R . r G1ST�R No. 28372 PROFESSIONAL 3 -z2- \\ �y NGINE�¢� h� BO ■■■•■��, -'' 10d NAILS AR 12" VERTICAL SPACING AT INTERIOR STUD (TYP) NAILS AT 6" VERTICAL SPACING AT EDGE (TYP) TYPICAL 2 ROW NAILING PATTERN ALTERNATE METHOD: INSTALL i" BEAD LIQUID NAILS "SUBFARS" 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) SIMPSON CS16 CONT. STRAPPING WRAP AROUND BEAM AND FASTEN AS PER MANUF. SPECS. DOUBLE 2x MINIMUM FOR HEADER OR BEAM HOLLOW PERMACAST COLUMN NOTE: ROOF FRAMING NOT SHOWN FOR CLARITY. ALL RAFTERS MUST BE ATTACHED TO HEADER OR BEAM WITH SIMPSON H2.5A. EMBED INTO SOLID FOUNDATION HOOK INTO FOOTING, TYP. REF. FOUNDATION PLAN FOR FOUNDATION TYPE � TYPICAL COLUMN HOEDOWN ANCHOR / NOT TO SCALE COPYRIGHT © 2011 Cadman Designs 4J C..) ° a G.a�' ign Z5 F.4 co ra G� A ■ oissmalf esidential z 0 5 w z 0 z 0 0 0 w 0) z z * EXPOSURE B * * EXPOSURE C * INCLUDING ISLANDS AND WATER /MARSH FRONT PROPERTY INCLUDING INLAND PROPERTY ONLY MEAN ROOF HEIGHT ZONE (4) ZONE (5) ZONE (4) ZONE (5) 15' DP 35 DP 45 DP 40 DP 50 20' DP 35 DP 45 DP 45 DP 55 25' DP 35 DP 45 DP 45 DP 55 30' DP 35 DP 45 DP 50 DP 60 35' DP 35 DP 45 DP 50 DP 60 40' DP 40 DP 45 DP 50 DP 65 45' DP 40 DP 50 DP 55 DP 65 50' DP 40 DP 50 DP 55 DP 65 ZONE LOCATIONS 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 OR; 3 FEET WINDOW AND DOOR DESIGN PRESSURE (DP) RATINGS 2 / N.T.S. TYPICAL EXTERIOR SHEATHING PANEL (REF. DETAIL AT RIGHT FOR TYPICAL EXTERIOR SHEATHING NAIUNG PATTERN) SECOND FLOOR JOIST FRAMING BEHIND (VERTICAL STUD WALLS BEHIND NOT SHOWN FOR CLARITY) USE CONTINUOUS SHEATHING OVER SECOND FLOOR FRAMING STAGGER JOINTS HORIZONTALLY TYPICAL INSTALLATION PATTERN SHEATHING JOINTS CONTINUOUS SHEATHING AT TOP OF FRAMED OPENING (INSTALL HORIZONTAL OR VERTICAL AS REQUIRED) KING STUDS AS REQUIRED JACK STUDS AS REQUIRED (FASTEN TO KING STUD WITH 10d NAILS 12" O.C. TYPICAL INSTALLATION AROUND OPENINGS 2 ROWS OF 10d NAILS AT 4" HORIZONTAL SPACING AT TOP PLATE (REF. DETAIL FOR NAILING PATTERN) 10d NAILS AT 4" HORIZONTAL SPACING AT EACH END OF EXTERIOR SHEATHING AT PANEL SPUCE (PROVIDE 2x BLOCKING AS REQUIRED) i" EXTERIOR SHEATHING 2 ROWS OF 10d NAILS AT 4" HORIZONTAL SPACING AT BOTTOM PLATE (REF. DETAIL FOR NAILING PATTERN) s ••••••••••••••••• TYPICAL NAIUNG PATTERN NOTES: 1. NAILING PATTERN SPECIFIED IS DESIGNED TO TRANSFER UPUFT FORCES TO FOUNDATION AND NO ADDITIONAL STRAPPING IS REQUIRED AROUND THE WINDOW OPENINGS. 2.SHEATHING MAY BE INSTALLED VERTICAL OR HORIZONTAL EXCEPT AT FLOOR LINES IN MULTI -STORY BUILDINGS WHERE FULL HEIGHT SHEATHING MUST BE INSTALLED VERTICAL WITH 24" MIN ABOVE AND BELOW THE FLOOR UNE. 3.MINIMUM SHEATHING SECTION AT ROOF AND FOUNDATION TO BE 48 ". MINIMUM SHEATHING SECTION AT ALL OTHER LOCATIONS TO BE 24 ". 1 ,TYPICAL EXTERIOR SHEATHING NAILING PATTERN N.T.S. -�' R . r G1ST�R No. 28372 PROFESSIONAL 3 -z2- \\ �y NGINE�¢� h� BO ■■■•■��, -'' 10d NAILS AR 12" VERTICAL SPACING AT INTERIOR STUD (TYP) NAILS AT 6" VERTICAL SPACING AT EDGE (TYP) TYPICAL 2 ROW NAILING PATTERN ALTERNATE METHOD: INSTALL i" BEAD LIQUID NAILS "SUBFARS" 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) SIMPSON CS16 CONT. STRAPPING WRAP AROUND BEAM AND FASTEN AS PER MANUF. SPECS. DOUBLE 2x MINIMUM FOR HEADER OR BEAM HOLLOW PERMACAST COLUMN NOTE: ROOF FRAMING NOT SHOWN FOR CLARITY. ALL RAFTERS MUST BE ATTACHED TO HEADER OR BEAM WITH SIMPSON H2.5A. EMBED INTO SOLID FOUNDATION HOOK INTO FOOTING, TYP. REF. FOUNDATION PLAN FOR FOUNDATION TYPE � TYPICAL COLUMN HOEDOWN ANCHOR / NOT TO SCALE COPYRIGHT © 2011 Cadman Designs 4J C..) ° a G.a�' ign Z5 F.4 co ra G� A ■ oissmalf esidential z 0 5 w z 0 z 0 0 0 w 0) z z COPYRIGHT © 2011 Cadman Designs HEADER BEAM CONTINUOUS OVER SHEARWALL SIMPSON LSTA24 STRAP AT HEADER TO POST (TYP) 15/32" EXTERIOR SHEATHING HEADER BEAM CONTINUOUS OVER SHEARWALL SIMPSON LSTA24 STRAP AT HEADER TO POST (TYP) HEADER BEAM CONTINUOUS OVER SHEARWALL 2 ROWS OF 10D NAILS AT 4" HORIZONTAL SPACING AT TOP AND BOTTOM OF HEADER BEAM AND AT TOP 2X4 HEADER (REF. DETAIL FOR NAILING PATTERN) VARIES 4 -2x4 CORNER POST (REF. SHT, S3 & 54) FOR FRAMING DETAILS) 2 -2X4 HEADER AT TOP 2 -2X4 VERTICAL EACH SIDE 2 -2X4 BRIDGING AT SHEATHING SPLICE 1 -2X4 SILL AT BOTTOM 2 -2X4 HEADER AT TOP 2 -2X4 VERTICAL AT INTERIOR SIDE (REF. 2/S1 FOR FRAMING DETAIL) 2 -2X4 BRIDGING AT SHEATHING SPLICE 1 -2X4 SILL AT BOTTOM 2 -2X4 HEADER AT TOP 2 -2X4 VERTICAL EACH SIDE 2 -2X4 BRIDGING AT SHEATHING SPLICE 1 -2X4 SILL AT BOTTOM 1 OD NAILS AT 6" VERTICAL SPACING AT EDGE HEADER BEAM TO BE OVERLAPED WITH CONTINUOUS SHEATHING. 2— SIMPSON STRONG —TIE PHD (PHD5 —SDS3) PER SHEARWALL. REFERENCE DETAIL 5/S6. DETAIL 5 NOTES EXTERIOR SHEATHING SPLICE WITH 2 ROWS OF 10D NAILS AT 4" HORIZONTAL SPACING PER STUD (REF. DETAIL FOR NAILING PATTERN) 15/32" EXTERIOR SHEATHING. 1, IF WIDTH OF SHEARWALL IS GREATER THAN 2' —t", ADD VERTICAL STUD AN"cd ANCHOR BOLT AS REQUIRED FOR 16' MAX SPACING FOR EACH, 1— SIMPSON STRONG —TIE PHD (PHD5 —SDS3) PER SHEARWALL. (REF, 5/S6 FOR FRAMING DETAILS) NOTES 1. REFERENCE SHEET S7 FOR EXTERIOR VIEW OF TYPICAL SHEARWALL PANEL. 1— SIMPSON STRONG —TIE PHD (PHD5 —SDS3) PER SHEARWALL ON OUTSIDE CORNER. REFERENCE DETAIL 5 (TYP) 10D NAILS AT 12" VERTICAL SPACING AT INTERIOR IF STUD IS INSTALLED. 2, REFERENCE DETAIL 2/S6 FOR EXTERIOR VIEW OF TYPICAL SHEARWALL PANEL. 44 1— SIMPSON STRONG —TIE PHD (PHD5 —SDS3) AT CORNER TYPICAL 2 ROW NAILING PATTERN 1, -0" TO 2' -0 3/4' AS SHOWN 1' -0" OR LESS 2 ROWS OF 10D NAILS AT 4" HORIZONTAL SPACING (REF. DETAIL FOR NAILING PATTERN) TYPICAL AT CORNER LOCATION INTERIOR VIEW OF TYPICAL FIRST SHEARWALL SYSTEM FOR WALLS GREATER THAN 1' -0" SIMPSON LSTA24 STRAP AT HEADER TO POST (TYP) 2 ROWS OF 10D NAILS AT 4" HORIZONTAL SPACING AT TOP AND BOTTOM OF HEADER BEAM AND AT TOP 2X4 HEADER (REF. DETAIL FOR NAILING PATTERN) TYPICAL AT INTERIOR LOCATION INTERIOR VIEW OF TYPICAL FIRST SHEARWALL SYSTEM FOR WALLS LESS THAN 1' —O" VARIES EXTERIOR VIEW OF TYPICAL FIRST FLOOR SHEARWALL PANEL 1 it MINIMUM EDGE DISTANCE HEADER BEAM CONTINUOUS OVER SHEARWALL SIMPSON STRONG —TIE PHD (PHD5 —SDS3 2 -2X4 VERTICAL ADD 1 — #4 REBAR IN MONOLITHIC FOUNDATION (NOT REQUIRED FOR STEM WALL FOUNDATIO 2 -2X4 HEADER AT TOP 2 -2X4 VERTICAL EACH SIDE 2 -2X4 BRIDGING AT SHEATHING SPLICE 1 -2X4 SILL AT BOTTOM 1OD NAILS AT 6" VERTICAL SPACING AT EDGE HEADER BEAM TO BE OVERLAPED WITH CONTINUOUS SHEATHING. 6" MINIMUM NOTE: EXTERIOR SHEATHING NOT SHOWN FOR CLARITY SIMPSION SSTB24 ANCHOR BOLT EXTERIOR SHEATHING SPLICE WITH 2 ROWS OF 10D NAILS AT 4" HORIZONTAL SPACING PER STUD (REF. DETAIL FOR NAILING PATTERN) 15/32" EXTERIOR SHEATHING. to SIMPSON SSTB ANCHOR BOLT (SSTB24) 2X4 SILL SIMPSON LSTA24 STRAP AT BOTTOM (TYP.) NOTES+ 1, VERTICAL STUD AS REQUIRED FOR 16" MAX SPACING FOR EACH, PERIMETER BEAM /GIRDER 2, REFERENCE DETAIL 2 FOR EXTERIOR VIEW OF TYPICAL SHEARWALL PANEL, 10D NAILS AT 12' VERTICAL SPACING AT INTERIOR IF STUD IS INSTALLED. VARIES 2 ROWS OF 10D NAILS AT 4" HORIZONTAL SPACING AT MIDDLE AND BOTTOM OF PERIMETER BEAM /GIRDER AND BOTTOM 2x4 SILL PLATE (REF. DETAIL FOR NAILING PATTERN) TYPICAL 2 ROW NAILING PATTERN NOTE! FOUNDATION TYPE SHOWN IS FOR DISPLAY PURPOSES ONLY. SAME DETAIL APPLIES TO BOTH MONOLITHIC AND STEM WALL FOUNDATI INTERIOR VIEW OF TYPICAL SECOND FLOOR SHEARWALL SYSTEM EXTERIOR VIEW OF TYPICAL SECO \ D FLOOR SHEARWALL SYSTEM TYPICAL SIMPSON STRONG —TIE PHD CONNECTION TYPICAL SIMPSON SSTB ANCHOR BOLT INSTALLATION