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482 MAKO DR - PERMIT ACC18-0017 DWGSL 0 T 16 L a PLOT PLAN OF LOT 11. BLOCK 13, REPLAT OF PART OF ROYAL PALMS UNIT TWO A, AS RECORDED ION PLAT BOOK 31, PAGES 16, 16A THROUGH16D OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. L 0 T 12 N82°41'09"FS' 92.96 ALD 172 ° N7 ®43 � � a3 K11.41 7 CAP x IRO n FENCE ,sem 10 xtt.„; 20.0' 13.0, _ (A V C I cn \I 1.17 Q 6' W000 FEN 0 11.5 N 3110.8 7.0' WELL J. BUILDING 8 1--� WOOD FENCE t 4. EA SEMEN T AS PER PLA T. 11.3 EXISTING SPOT ELEVATION. 6. BENCHMARK PROPOSED ' \ DECK TV METER T 31.4' PROPOSED ADDITION 19.5' 1,3 U-11 U: 11.1 x1 .Z )(113 I 12.1 I r• N I V x11.3 � " I WOOD I n I SHED r " z 1 I x ` OCD FENCE Iz 5 "w 1 m rnnA1D 314 " PON 11.4 S82 *43 3 INo CAP I L 0 T 1 I I 1 I I 10.9 O 1 FOUND 1/2 ° 1RON )11.2 LINK FENCE i 0.7 PROPOSDIRI� CONCRETE gg.,361,6�� 9-61 81 17 Qj NO7 ES. 3 I V C I cn \I 1.17 Q ARE BASED ON THE WESTERLY V 11.5 RIGHT OF KAY 3110.8 AS PER PLAT 25.1 J. BUILDING 8 1--� WOOD FENCE t 17 Qj NO7 ES. INC.JULY 1. THIS IS A MAP ONL Y 2. BEARINGS ARE BASED ON THE WESTERLY RIGHT OF W Y LINE OF MAKO DRIVE A 60' RIGHT OF KAY BEING SOUTH 07°16'02" EAST AS PER PLAT J. BUILDING RESTRICTION LINE AS PER PLAT. 4. EA SEMEN T AS PER PLA T. 5. x114 DENOTES EXISTING SPOT ELEVATION. 6. BENCHMARK /S A MAG NAIL SET IN THE EAST EDGE OF PA VEMENT OF MAKO DRI VE. ELEVA TION= . 74 (N. A. V.D. 1988) THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE "X" (AREA OUTSIDE OF THE 0.29 ANNUAL CHANCE FLOODPLAIN) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP No. 12031 CO408H, REVISED JUNr 3, 2013 FOR DUVAL COUNTY, FLORIDA. x 10.9 4 CHAIN 0.6 "C10.5 n.7 ° REBAR 10.5 NO CAP e,, re":",j`,..,CAI ..:C 0 E "NOT VALID WITHO T THE SIGNATURE AND THE ORIGINAL RAI ED SEAL OF A FLORIDA PLOT PLAN- MARCH 28, 2018 LICENSED SURVEY R AND MAPPER." TOPOGRAPHIC SURVEY- MARCH 8, 2018 CHECKED BY: BOATWRIGHT DRAWN BY: cL FILE; 2018 442 1500 ROBERTS DRIVE, 10 0 40 SCALE: 1" = 20° BENCHMARK.- MAG NAIL x 10 p0 SET IN THE EAST EDGE OF PAVEMENT OF MAKO DRIVE: ELEVA77ON-9.74 (N.A. N.D. 1988) rnO O N o 9?89 O g.40 x 9.82 APP D THIS MAP WAS MADE FOR 7HE BENEFIT OF JAMES WEST. RQ STEPHEN W. CREWS, P.S.M. FLORIDA LIC. SURVEYOR and MAPPER No. LS 5996 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 LAND SU , LAND INC.JULY DAT E: 21, 2004 JACKSONVILLE BEACH, FLORIDA 241-5550 SHEET 1 OF 1 L 0 T 16 L PLOT PLAN O LOT 11. BLOCK 13, REPLA T OF PART OF ROYAL PALMS UNIT TWO A, AS RECORDED ION PLAT BOOK 31, PAGES 16, 16A THROUGH16D OF THE CURRENT PUBLIC RECORDS OF DU VAL COUNTY, FLORIDA. TV METER T NOTES: 1. THIS IS A MAP ONL Y. 2. BEARINGS ARE BASED ON THE WESTERL Y RIGHT OF Wl Y LINE OF MAKO DRIVE A 60' RIGHT OF WA Y BEING SOUTH 0776'02" EAST AS PER PLA. J. BUILDING RESTRICTION LINE AS PER PLAT. 4. EA SEMEN AS PER PLA T. 5. x11.4 DEVOTES EXISTING SPOT ELEVATION. 6. BENECHMA K /S A MAG NAIL SET IN THE EAST EDGE F PAVEMENT OF MA KO DRIVE. ELEVA TION= . 74 (N. A. V.D. 1988) THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE "X" (A A OUTSIDE OF THE 0.29 ANNUAL CHANCE FLOODPLAIN) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP No. 12031 CO408H, REVISED JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. Q 10 2,0 40 SCALE: 1 °° = 20' 3 F rty't . � r ry 0 "NOT VALID WITHOU THE SIGNATURE AND THE ORIGINAL RAISE D SEAL OF A FLORIDA PLOT PLAN- MARCH 28, 2018 LICENSED SURVEYO AND MAPPER." TOPOGRAPHIC SURVEY- MARCH 8, 2018 CHECKED BY: _ DRAWN BY: — FILE: 2018 - BENCHMARK- MAG NAIL X 10.00 SET IN 711E EAST EDGE 0f PAWAIENT OF MA KO DRIVE ELEVA77ON-9.74 (N.A. N.D. 1988) t o O O ZD 0 9.40 x 9.82 COMMUNITY DEVELOPS r- r APPROW.I . THIS MAP WAS MADE FOR ',-HE BENEFIT OF JAMES WEST. STEPHEN W. CREWS, P.S.M. FLORIDA LIC. SURVEYOR and MAPPER No. LS 5996 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 BOATWRIGHT LAND SURVEYORS, INC. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 DATE: JULY 21, 2004 SHEET 1 OF 1 NOTE: THIS DETAIL USED FOR DOORS & WINDOW. ALL FLASHING TO MEET FBC R903.2.1, R905.2.8. & R703.8 AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. v co 0o LOT COVERAGE: TOTAL LOT 7,500 S.F EXISTING HOUSE 1,267 S.F. WOOD FRAME CONSTRUGTION CODE COMPLIANT WINDOW INSTALLATION METHOD (F15C-R-103.8) WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. /\ a FLASHING APPLIED Qom$ THE FACE OF THE MOUNTING FLANGE. f� L__ L� NEW ADDITION 145 S.F. L0 STEPS SECTION A EXISTING SHED 225 S.F. C,)IN WATER 5HEDDINri FASHION. TWF IKaH WMDOIU JAMB START'NG AT THE BASE OF 3-6" NEW POOL HOUSE 598 S.F. THE WALL 4 WORKNG TOWARDS NEW TRIM NEW DRIVEWAY 820 S.F. - --------- _ THE TOP, INSTALL THE WRB FRONT PORCH & WALK 185 S.F. TO THE FACE OF THE SHEATHING. Q SEALANT BE f (� APPLY SILL FLASHING f4or6') BEHIND MOUNTING FLAWS.--\-- XIX NEW POOL DECK 482 S.F. /^� VJ APPLY BEAD OF SEALANT LINE I AT BACK OF W!NDO" QI FLANGE TO HEAD BOTH B ' APPLY A SEAL THE WINDOW FRAME TO OPENIN63. DISGGNTINUMS BEAD TO � >!, - ISO CM FLANGE LEAVW, APPLY A) NOM. DIA TO THE BACKSIDE -- (MH OF THE WINDOW FLANGE. M LME --- rn _ X !71 3' GAPS. ANT WITH ANT PRE-PJNCHED HOLES OR SLOTS. - I w iD SET WINDOW USING PAN HEAD N e SCFLWS 70 FACILITATE FLASHING MSPECTION. �J JAMB FLASHING FLINTG ANo QEMIRY Lo 0 �// APPLY JAMB FLA5H46 FLMY.aE. APPLY CONT. SEAL TO THE MOUNTMG FLANGES At C6) APPLY BEAD OF SEALANT THE TOP (HEAD) AND 51DE6 /JAMBS/ OF WINDOW. M PLACE. (FLASHING GOES OVER SEALANT). AT HEAD EMBED JAMB FLASHING INTO SEALANT AND FASTEN-3� APPLY HEAD FLASHING I ) REMOVE PREVIOJSLT APPLIED TAPE, ALLOWNG U i!15 TO LAY FLATOVER HEAD FLASHING. / APPLY NEW 5HEATHMG TAPE OVER DIAGONAL GIFT - SEE IAfiRAM. SEOME U AT HEAD (D® ."� y FLASHING AT HEAD EMENDS I" 1 � � .' /` �� CETOND JAMB FLASHING OHEAD FLASHING SEALANT �}'I / I EMBED BOTTOM THE HEAD `� / / T THE PrEV10U5LT '✓ APDLFLASHING SEALANT / AFP_I-cE SEALANT IFLASHEA GOES OVER SEALANT). EMEND HEAD FLASHING FAYGND EACH JAMB / FLASHILY.. FASTEN IN PLACE. Al $)JAMB FJ-_A$NI.NC�s - EXTEND JAMB FLASHIN6 TO / I OVERLAP SILL FLASHING- YUCK TOP OF JAMB FLA514ING UNDER THE FLAP OF MRS AT THE HEAD, SEE CIA!aRAM. SEALANT '. SILL FLASHMG / . T' SHIM AND ADJUST TO AGNIE WINDOW CORROSION C PLUMB, AND LEVEL CONDITION, USE CORROSION ® REs17 A �R 1 f © aFVIJ�F�TuR.l2 IC IFICATTIION� .. 1 1 '( II I �� I( �ATH�R RESISTANTRESISTANT 1 -W P I1 @_ _ WARRIER E2)E AN_BGLE. CARER LL" GUT THE A7 A <5 Dr BARRIER ON A DIAGONAL. GENTLY RAISE THE .y TOP EDGE OF THE BARRIER UP AND TAPE THE / / TOP CORNERS AND CENTER TO THE EXTERIOR /i i' WRB 9UrFAGE ABOVE. / 1lG / INTERIOR VIEW ( / TOP LEFT CORNER OF WINDOW y NOTES: 1. flashing to be flexible self-adhesive type (min. 4" wide) sill pan flashing 2, cover sill to at least depth of window, plus 2" onto face of wt -sloped surface (optional) 3. the pan shall direct water to the exterior over sill flashing sill plate 4. install flashing around remaining window unit 5. weather resistive barrier to form water shedding laps I SILL PAN FLASHING weather resistive I barrier NTS (Optional) wall sheathing — Prepared by BOAF First Coast Chapter 9-1i-2013 NOTE: THIS DETAIL USED FOR DOORS & WINDOW. ALL FLASHING TO MEET FBC R903.2.1, R905.2.8. & R703.8 AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. v co 0o LOT COVERAGE: TOTAL LOT 7,500 S.F EXISTING HOUSE 1,267 S.F. co L__ L� NEW ADDITION 145 S.F. L0 EXISTING SHED 225 S.F. 91 3-6" NEW POOL HOUSE 598 S.F. NEW TRIM NEW DRIVEWAY 820 S.F. NEW PAINT FRONT PORCH & WALK 185 S.F. f A/C EQUIPMENT PADS 27 S.F. NEW POOL DECK 482 S.F. MAKO DRIVE -80.65' PROPERTY LINE TOTAL IMPERVIOUS 3,749 S.F. (49,98% EXISTING SITE PLAN SCALE: 1/16"=T-0" MAKO DRIVE RESIDENCE RENOVATION PROJECT ADDRESS RAWING INDEX 482 MAKO DRIVE Al RENOVATION PLANS ATLANTIC BEACH, FL 32266 2 EXTERIOR ELEVATIONS WORK AREA- A3 ELECTRICAL LAYOUT PLANS EXISTING A/C: 1,267 SQ. FT. S0.01 GENERAL NOTES NEW A/C: 146 SQ. FT. D S1.01 FOUNDATION PLAN AND DETAILS NEW TOTAL A/C: 1,413 SQ. FT. NEW POOL HOUSE A/C: 222 SQ. FT. S2.01 FIRST LEVEL FRAMING PLAN S2.02 ROOF FRAMING PLAN S3.01 FRAMING DETAILS BUILDING CODE SUMMARY CODE ENFORCEMENT JURISDICTION: CITY OF ATLANTIC BEACH WIND ZONE: 130 MPH (WIND-BORNE DEBRIS) FLORIDA BUILDING CODE - 5TH EDITION OCCUPANCY CLASSIFICATION: RESIDENTIAL CONSTRUCTION TYPE: TYPE V -B (WOOD FRAN 1E ADDITION) SPRINKLED: NO FIRE DISTRICT: NO 12'-0" EXISTING BEDROOM SMOOTH CEILING NEW FLOORING NEW TRIM NEW PAINT 2/6 EXISTING',, TO REMAIN UNCHANGED- ------------- ET NCHANGED E G 2/6 BEDROOM SMOOTH CEILING NEW FLOORING NEW TRIM NEW PAINT 0 M D A2 C1 0 COMMUNITY DEVELOPM?(i A2 LO k� ® P S R "/�'` W E D WIf E I REPLACE REPLACE WINDOW WINDOW EXISTING OPENING b EXISTING OPENING v 1.811 FLOOR PLAN SCALE: 1/4'' = T-0" REPLACE DOOR EXISTING OPENING FRONT PATIO VINYL CEILING 18'-0" 21'-4" 31'-10" FUTURE POOL DESIGN BY OTHERS C2 A2 31'-0" 19. 13'-7" 5'-5" '�— A/C UNITI WALK-IN FIE] LIj I— w z w �S0 � I l 1 Ud 00 % in REI$ u DOC R OPNR 2/6 - POOL HOUSE I 3'-1" 6'-0" WINDOW 2'-8" COVERED PATIO VINYL CEILING Ell I'-oa �L E A2 12'-6" 4'-10" 3'-5" S-10" 5'-10" (2) 3'X3' INDOWS NEW SLIDER DOOR 2'-7" 3'6"X 1'6" NINDOW • T-3" 12'-0" GARAGE o I:V --——— — — — --- i I I I -------------- L__ L� LIVING ROOM SMOOTH CEILING 91 3-6" NEW FLOORING NEW TRIM EXISTING >- NEW PAINT REPLACE REPLACE WINDOW WINDOW EXISTING OPENING b EXISTING OPENING v 1.811 FLOOR PLAN SCALE: 1/4'' = T-0" REPLACE DOOR EXISTING OPENING FRONT PATIO VINYL CEILING 18'-0" 21'-4" 31'-10" FUTURE POOL DESIGN BY OTHERS C2 A2 31'-0" 19. 13'-7" 5'-5" '�— A/C UNITI WALK-IN FIE] LIj I— w z w �S0 � I l 1 Ud 00 % in REI$ u DOC R OPNR 2/6 - POOL HOUSE I 3'-1" 6'-0" WINDOW 2'-8" COVERED PATIO VINYL CEILING Ell I'-oa �L E A2 12'-6" 4'-10" 3'-5" S-10" 5'-10" (2) 3'X3' INDOWS NEW SLIDER DOOR 2'-7" 3'6"X 1'6" NINDOW • T-3" 12'-0" GARAGE o I:V --——— — — — --- i I I I -------------- DW ° ° II < POI FI 'LE of n w KITCHEN SMOOTH CEILING z NEW FLOORING U) NEW TRIM RE� w NEW PAINT i > O 6'-6" -- T— DINING ,I SMOOTH CEILING A/C NEW FLOORING NEW TRIM NEW PAINT /6 PANTRY/LAUNDRY W/D EXISTING CEILING REPLACE REPLACE WINDOW WINDOW EXISTING OPENING EXISTING OPENING 16" SQ VARSA WRAPPED T-8"TAPERED CRAFTSMAN STYLE - COLUMN ON BRICK BASE 2/8 MASTER BEDROOM MATCH EXISTING CEILING I /6, F_ - J 3'X4' WINDOW 5'-5" 5'- 10'-10" CMU INFILL EXISTI 12-10" v 9'-411 0 (V O Z B U) w A2 C/) z E0 wo cD c� co Q w ao 1 POOL =QUIP Juiianne No Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pulhan Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverbygatt.net FL. AR -0017060 • FL. ID -4621 Uj U Z UJ D w ry w C') M C / N N W co Q _ Ov is MW W U_ coo F-- Z J Q 3-18-18 REVISIONS PER 1 CITY COMMENTS DATED 3-8-18 4-3-18 REVISIONS PER 2 CITY COMMENTS DATE ISSUED: JANUARY 15, 2018 NOTE: DO NOT SCALE DRAWINGS. IF PRINTED ON 11"X17" MEDIA, DRAWING SCALE IS HALF -SIZED. RENOVATION PLANS Al PERMIT SET z 91 EXISTING >- o zm CEILING z I QI U)i-f >!, - rn _ X I w N Lo 0 �// DW ° ° II < POI FI 'LE of n w KITCHEN SMOOTH CEILING z NEW FLOORING U) NEW TRIM RE� w NEW PAINT i > O 6'-6" -- T— DINING ,I SMOOTH CEILING A/C NEW FLOORING NEW TRIM NEW PAINT /6 PANTRY/LAUNDRY W/D EXISTING CEILING REPLACE REPLACE WINDOW WINDOW EXISTING OPENING EXISTING OPENING 16" SQ VARSA WRAPPED T-8"TAPERED CRAFTSMAN STYLE - COLUMN ON BRICK BASE 2/8 MASTER BEDROOM MATCH EXISTING CEILING I /6, F_ - J 3'X4' WINDOW 5'-5" 5'- 10'-10" CMU INFILL EXISTI 12-10" v 9'-411 0 (V O Z B U) w A2 C/) z E0 wo cD c� co Q w ao 1 POOL =QUIP Juiianne No Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pulhan Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverbygatt.net FL. AR -0017060 • FL. ID -4621 Uj U Z UJ D w ry w C') M C / N N W co Q _ Ov is MW W U_ coo F-- Z J Q 3-18-18 REVISIONS PER 1 CITY COMMENTS DATED 3-8-18 4-3-18 REVISIONS PER 2 CITY COMMENTS DATE ISSUED: JANUARY 15, 2018 NOTE: DO NOT SCALE DRAWINGS. IF PRINTED ON 11"X17" MEDIA, DRAWING SCALE IS HALF -SIZED. RENOVATION PLANS Al PERMIT SET WOOD FRAME GON5TRUGTION GORE COMPLIANT WINDOLU IN5TALLATION METHOD (FBG-R�fD3.8) WEATNEF FLASH G APP EDER (LERWQYE$AH4E FIED AGE OF THE MOUNTIOR TO THE NG FLANGE.ANDOLU ALLATION. STEPS (I)IN WATER SHE DDWY FASHION. STARTING AT THE BASE OF THE WALL 1 WORCING TOWARDS THE TOP, INSTALL THE IRS, TO THE FACE OF THE ^SNG HEATHI (2)APPLY SILL FLA514 (4-6") 03 AT BACK BEAD OF NNDOW WANT FLANGE TO HEAD , BOTH JAMBS. APPLY A DISCONTMOW BEAD TO BOi !OM FLANGE LEAVI (2) 2" GAPS. SET WINDOW USING PAN HEAD SGRELLB TO FACILITATE INSPECTION. APPLY JAHB FLASHNG ® APPLY BEAD OF SEALANT AT HEAD APPLY HEAD FLASHING REMOVE PREVIOUSLY APPLIED TAF£, ALLOWING WIRB 10 LAT I OVERLAP SILL FLASHNG TUCK TOP CFJAMB FLASHING UNDER THE FLAP OF LLRB AT THE HEAD. SEE DIAGRA%"I THWOUGH WINDOW JAMB . Q SEALANT BEAD BEHIND MOLNTING FLANC+E, SEAL THE WINDOW FRXS TO OPENING. 7,500 S.F. 4PPLT A %'- NOM. DIA. TO THE BAGKS!DE WIND (INTERIOR) OF THE WINDOW FLA*K"E, N LINE — WITH ANY PRE-PU HOLES OR SLOTS. 145 S.F. L6 1 ©JAMB FLASHING RASHING�— SEALANT BEAD BETWEEN 1 AFPLT CONT. SEAL i0 THE MOIANTING I �ruc Tm (ucen) AND AITSE9 (JAMBS) FLANGES AT FLASHING AND MOWTNG FLANGE. OF WINDOW. 5ECURE LURE, At HEAD _ FLASHING AT HEAD EXTENDS 1^ BEYOND JA'IB FLASHING OT HEAD FLASHING —EMBED BOTTOM OF THE HEAD FLASHING AGANST THE PRENOUSLY APPLIED SEALANT (FL48HINi!#5 OVER SEALANT), EMEND HEAD FL4SH;N BEYOND EACH JAMB FLASHING. FASTEN N PLACE. NOTES: 1. flashing to be flexible selfadhesive type (min. 4" wide) sill pan flashing 2. cover sill to at least depth of window, plus 2" onto face of wrt sloped surface ( optional) 3. the pan shall direct water to the exterior over sill flashing sill plate 4. install flashing around remaining window unit I � � 5. weather resistive barrier to form water shedding laps I see °°te #2 SILL PAN FLASHING weather resistive - barrier NTS (optlonaI wall sheathing prepared by BOAF First Coast Chapter 9-IZ-2013 NOTE: THIS DETAIL USED FOR DOORS & WINDOW. ALL FLASHING TO MEET FBC R903.2.1, R905.2.8. & R703.8 AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 15'-0" of I EXISTING mll�l I SHED 9e+4 - may"+ r Z . 1�0 117 1 r�Q r404 as - 1Ce�eA4 r V h -a% 4-t1 M S4r-, } , tt 4 � tnTJn� �f1G'UOts 1po� 'COT COVERAGE TOTAL LOT 7,500 S.F. EXISTING HOUSE 1,267 S.F@'� NEW ADDITION 145 S.F. L6 EXISTING SHED 225 S.F. NEW POOL HOUSE 598 S.F. 'NEW DRIVEWAY 820 S.F. FRONT PORCH & WALK 185 S.F. EQUIPMENT PADS 27 S.F. �C EW POOL DECK 482 S.F. TOTAL IMPERVIOUS 3,749 S.F. (49.98%) 10'-0" 12'-0" MAKO DRIVE RESIDENCE RENOVATION 12'-0" PROJECT ADDRESS D AWING INDEX A/C PAD & 482 MAKO DRIVE Al ENOVATION PLANS " POOL EQUIP ATLANTIC BEACH, FL 32266 A2 EXTERIOR ELEVATIONS WORK AREA- A3 ELECTRICAL LAYOUT PLANS EXISTING A/C: 1,267 SQ. FT. S0.01 GENERAL NOTES NEW A/C: 146 SQ. _FT. S1.01 FOUNDATION PLAN AND DETAILS POOL , NEW TOTAL A/C: 13 Q. 1 I I NEW POOL HOUSE AIC 222 SQ. FT. S2.01 FIRST LEVEL FRAMING PLAN LO LO C? S2.0 . ROOF FRAMING PLAN S3.01 FRAMING DETAILS BUILDING CODE SUMMARY 191.01, - - 7" U Q CODE ENFORCEMENT JURISDICTION- CITY OF ATLANTIC BEACH POOL 10� EQUIP WIND ZONE: 130 MPH (WIND-BORNE DEBRIS) r `r FLORIDA BUILDING CODE - 5TH EDITION KITCHEN A/C UNIT O ❑ OCCUPANCY CLASSIFICATION: RESIDENTIAL POOL w C) �-- U W '-6" 12'-6" CONSTRUCTION TYPE: TYPE V -B (WOOD FRAMEADDITION) W W LIMITED TO SII SPRINKLED: NO x FIRE DISTRICT: NO jI = Y KITCHEN CD N U� z �0 RE14 I 1 D SMOOTH CEILING - A2 POOL EXISTING HOUSE z NEW FLOORINGNEW I 3'-l' L 610" WINDOW 2'-8" 3/0 J C1 COVERED PATIO T COMMUNITY DEVELOP k` � VINYL CEILING \ DENIED A2 I NEW PAINT I_alI LLJ 19'-0" C3�El 16'-C ' MAKO DRIVE -80.65' PROPERTY LINE EXISTING SITE PLAN ALE: 1/16" = 1'-0" i C J(,c 12'-0" EXISTING SMOOTH CEILING NEW FLOORING NEW TRIM NEW PAINT 2/6 EXISTING,, TO REMAIN UNCHANG c E G1 E- 2/6 \\ SMOOTH CEILING NEW FLOORING NEW TRIM NEW PAINT 31'-10" FUTURE POOL DESIGN BY OTHERS ism -IN 5'-10" 5'-10" (2) 3'X3' GNDOWS NEW SLIDER DOOR WALK-IN C2 A2 Cic7 12'-0" HWH LO �o DOC R OP OP R /6 GARAGE — — — — — — — — — — — I I I I I I I I I I I I I I E 12' 0" A2 IT r` 12'-6" 9'-4" 4'-10" T-5" 4'-3" 2'-7" C 11111 ! A C C •10 • I I z N Q FD z Qm v w x LU N a-- LL YLL 19'-0" 12'-0" DW Mo A/C PAD & O° J " POOL EQUIP CEILING z II M ETS SECTION 24 -?C O > POOL < 0 LO LO C? W HOUSE < O 11 U Q 10� CD SUMMER r `r KITCHEN v POOL C) Y OTHERS -0' PAVER DECKING '-6" 12'-6" 14 4 LIMITED TO x 482 S.F. IMPERVIOUS jI KITCHEN CD N 00 z 31'-10" 1 SMOOTH CEILING - W EXISTING z NEW FLOORINGNEW I J RESIDENCE T I TRIM F REI W I NEW PAINT LLJ d I 10'-0" II LL - S1Tf o W C3�El 16'-C ' MAKO DRIVE -80.65' PROPERTY LINE EXISTING SITE PLAN ALE: 1/16" = 1'-0" i C J(,c 12'-0" EXISTING SMOOTH CEILING NEW FLOORING NEW TRIM NEW PAINT 2/6 EXISTING,, TO REMAIN UNCHANG c E G1 E- 2/6 \\ SMOOTH CEILING NEW FLOORING NEW TRIM NEW PAINT 31'-10" FUTURE POOL DESIGN BY OTHERS ism -IN 5'-10" 5'-10" (2) 3'X3' GNDOWS NEW SLIDER DOOR WALK-IN C2 A2 Cic7 12'-0" HWH LO �o DOC R OP OP R /6 GARAGE — — — — — — — — — — — I I I I I I I I I I I I I I E 12' 0" A2 IT r` 12'-6" 9'-4" 4'-10" T-5" 4'-3" 2'-7" C 11111 ! A C C •10 • I I z N Q FD z Qm v w x LU N a-- LL YLL LIVING ROOM T-2" SMOOTH CEILING 3'-6" 6'-6"ol 2/6 NEW FLOORING NEW TRIM NEW PAINT REPLACE REPLACE WINDOW WINDOW STING OPENINGo EXISTING OPENING v h'-8" FLOOR PLAN SCALE: 1/4" = V-0" DINING A/C SMOOTH CEILING / NEW FLOORING L- NEW TRIM NEW PAINT / /6 PANTRY/LAUNDRY W/D / EXISTING CEILING REPLACE REPLACE REPLACE DOOR WINDOW WINDOW EXISTING OPENING EXISTING OPENING EXISTING OPENING FRONT PATIO VINYL CEILINGEa-'--16" SQ VARSA WRAPPED 18'-0" V-8' TAPERED CRAFTSMAN STYLE COLUMN ON BRICK BASE 21'-4" v A A2 MATCH II DW Mo I O° J CEILING z II = > POI FI �EF < 0 LO LO Oo 11 10� Ii " LIU C) x jI KITCHEN °' z SMOOTH CEILING ~ NEW FLOORINGNEW I � I TRIM F REI W I NEW PAINT W I II LL - o W LIVING ROOM T-2" SMOOTH CEILING 3'-6" 6'-6"ol 2/6 NEW FLOORING NEW TRIM NEW PAINT REPLACE REPLACE WINDOW WINDOW STING OPENINGo EXISTING OPENING v h'-8" FLOOR PLAN SCALE: 1/4" = V-0" DINING A/C SMOOTH CEILING / NEW FLOORING L- NEW TRIM NEW PAINT / /6 PANTRY/LAUNDRY W/D / EXISTING CEILING REPLACE REPLACE REPLACE DOOR WINDOW WINDOW EXISTING OPENING EXISTING OPENING EXISTING OPENING FRONT PATIO VINYL CEILINGEa-'--16" SQ VARSA WRAPPED 18'-0" V-8' TAPERED CRAFTSMAN STYLE COLUMN ON BRICK BASE 21'-4" v A A2 MATCH EXISTING >- O° CEILING z = > < i0 LO LO Oo 'n z F-: g J) w A2 U �Wz C) CO M Q w 00 o') /6 F -------J z 10 Q L ------------ MASTER CLOSET 3'X4' WINDOW 5'-5" 5-5" 10'-10" CMU INFILL EXISTING Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL. AR -0017060 • FL. ID -4621 LIJ U Z W D Q3-18-18 REVISIONS PER 1 CITY COMMENTS DATED 3-8-18 DATE ISSUED. JANUARY 15, 2018 reo"e"ma NOTE: DO NOT SCALE DRAWINGS. IF PRINTED ON 11 "X17" `) MEDIA, DRAWING SCALE 'C IS HALF -SIZED. RENOVATION 1 PLANS V APR -22018 Al V PERMIT SET HORIZONTAL CEMENT LAP SIDING & CEDAR OR P7 TRI ON EXISTING BLOCK FRONT ELEVATION SHAKE SHINGLES --- L 16" SQ VARSA WRAPPED TAPERED CRAFTSMAN STYLE COLUMN ON BRICK BASE A2 SCALE: 1/4" = T-0" 12 3 - - I MATCH EXISTING - -- - - T- SIDE ELEVATION A2 SCALE: 1/4" = V-0" -- --------- C1 REAR ELEVATION A2 SCALEA/4" = V-0" - _ - - - - 7 1 HORIZONTAL CEMENT SIDING r� ■■N■ M F.F. = 0'-0" REAR GARAGE ELEVATION SCALER/4" = V-0" D SIDE ELEVATI A2 SCALER/4" = V-0" ASPHALT SHINGLE ASPHAI TO MATCH EXISTING TO MA7 I I—III T CLG. = 8'-0" a° .aIII=III- HORIZONTAL HORIZC CEMENT SIDING CEMEN SHAKE SHINGLES °, `.. :': a IIIIIII OVER FURRING STRIPS -III-III-III N F.F. = 0' -0" - VAPOR BARRIER �� ------ - CLG. = 8'-0" F.F. = 0'-0" CLG. = 8'-0" F.F. = 0'-0" HORIZC NTAL CEMEN F LAP SIDING & CEDAR OR P7 TRIM ON EXISTING BLOCK I COMMUNITY DEVELOPMENT APPROVED MATCH EXISTING ON 15# ROOFING FELT OVER 7/16" EXT. SHEATHING METAL DRIP OVER ALUMINUM FASCIA OVER 2X6 SUB FASCIA W/ VINYL SOFFIT ACCENT TRIM MATCH EXISTI OVERHANG CMU EXTERIOR WALLS VV/ WATERPROOFING MEMBRANE INSTALL CEMENT LAP SIDING ON FURRING PER MANUFACTURER'S RECOMMENDATIONS SEE ELEVATIONS FOR EXACT LOCATION OF FINISH MATERIALS MATCH EXISTING SLOPE MATCH EXISTING ON 15# ROOFING FELT OVER 7/16" EXT. SHEATHING / METAL DRIP OVER CONVENTIONALLY ALUMINUM FASCIA FRAMED OVER 2X6 SUB FASCIA SEE STRUCTURAL W/ VINYL SOFFIT ACCENT TRIM 1'-4" MATCH EXISTI OVERHANG 2X6 EXTERIOR WALLS W/ "' OSB SHEATHING ZIP WRAPPED IN WATERPROOFING MEMBRANE INSTALL HARDIPLANK LAP SIDING PER MANUFACTURER'S RECOMMENDATIONS SEE ELEVATIONS FOR EXACT LOCATION OF FINISH MATERIALS MATCH EXISTING SLOPE R-38 INSULATION 1/2" GYP. BOARD R-19 INSULATION CONVENTIONALLY FRAMED SEE STRUCTURAL 0 z x Li v Q 0 CD z Li C) 2" X6" BOTTOM PLATE SLOPE A 4. 4" CONCRETE SLAB OVER _ _ • =III=I I ( VAPOR BARRIER =III=1 i=III a I I=III=III- SEE STRUCTURAL IIIIII—III—I I �•. �...° :':: i I I—III—I ° 04 0 `III—III—I 1=_ MONOLITHIC CONC. II III I I I I FOOTING UCTURAL NOTE:- - - ALL STRUCTURAL SIZES TO BE VERIFIED WITH LICENSED STRUCTURAL ENGINEER OF RECORD FOR THIS PROJECT. I HESE WALL SECTIONS SHOWN FOR DESIGN INTENT. GARAGE WALL SECTION SCALE: 3/4" = V-0" Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL. AR -0017060 • FL. ID -4621 M CY) N N w M >_j LL ry ® i OU Q� N 00 C) co Z Q3-18-18 REVISIONS PER CITY COMMENTS DATED 3-8-18 DATE ISSUED - JANUARY 15, 2018 NOTE - DO NOT SCALE DRAWINGS. IF PRINTED ON 11"X17" MEDIA, DRAWING SCALE IS HALF -SIZED. EXTERIOR ELEVATIONS APR - ? ?(M PERMIT SET R-38 INSULATION Q• � � • � . � �� � � : °' �. �• � �•' I I=III=1 I I—III _—__—_—_ I—III—III—III a° .aIII=III- _III � 4" CONCRETE -III—III—IIII 1/2" GYP. BOARD GYP. BOARD °, `.. :': a IIIIIII SLAB OVER -III-III-III ,• III -III VAPOR BARRIER ;IIIIII—I �. _ ° °°° ON FURRING STRIPS III—II -III—I WITH 1" RIGID MONOLITHIC CONC. i INSULATION z Ln FOOTING ; ; I, ;III x w SEE STRUCTURAL ,III, ,III, NOTE: - - - - Q STRUCTURAL ENGINEER OF RECORD FOR THIS PROJECT. THESE WALL SECTIONS SHOWN FOR DESIGN INTENT. 1 WALL SECTION 0 A2 SCALE: 3/4" = V-0" CD z J w 0 (30 ACCENT TRIM 1'-4" MATCH EXISTI OVERHANG 2X6 EXTERIOR WALLS W/ "' OSB SHEATHING ZIP WRAPPED IN WATERPROOFING MEMBRANE INSTALL HARDIPLANK LAP SIDING PER MANUFACTURER'S RECOMMENDATIONS SEE ELEVATIONS FOR EXACT LOCATION OF FINISH MATERIALS MATCH EXISTING SLOPE R-38 INSULATION 1/2" GYP. BOARD R-19 INSULATION CONVENTIONALLY FRAMED SEE STRUCTURAL 0 z x Li v Q 0 CD z Li C) 2" X6" BOTTOM PLATE SLOPE A 4. 4" CONCRETE SLAB OVER _ _ • =III=I I ( VAPOR BARRIER =III=1 i=III a I I=III=III- SEE STRUCTURAL IIIIII—III—I I �•. �...° :':: i I I—III—I ° 04 0 `III—III—I 1=_ MONOLITHIC CONC. II III I I I I FOOTING UCTURAL NOTE:- - - ALL STRUCTURAL SIZES TO BE VERIFIED WITH LICENSED STRUCTURAL ENGINEER OF RECORD FOR THIS PROJECT. I HESE WALL SECTIONS SHOWN FOR DESIGN INTENT. GARAGE WALL SECTION SCALE: 3/4" = V-0" Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL. AR -0017060 • FL. ID -4621 M CY) N N w M >_j LL ry ® i OU Q� N 00 C) co Z Q3-18-18 REVISIONS PER CITY COMMENTS DATED 3-8-18 DATE ISSUED - JANUARY 15, 2018 NOTE - DO NOT SCALE DRAWINGS. IF PRINTED ON 11"X17" MEDIA, DRAWING SCALE IS HALF -SIZED. EXTERIOR ELEVATIONS APR - ? ?(M PERMIT SET Ste- __ Q• � � • � . � �� � � : °' �. �• � �•' I I=III=1 I I—III _—__—_—_ I—III—III—III a° .aIII=III- _III � 4" CONCRETE -III—III—IIII °, `.. :': a IIIIIII SLAB OVER -III-III-III ,• III -III VAPOR BARRIER ;IIIIII—I �. _ ° °°° SEE STRUCTURAL III—II -III—I I MONOLITHIC CONC. i FOOTING ; ; I, ;III ;III III; SEE STRUCTURAL ,III, ,III, NOTE: - - - - ALL STRUCTURAL SIZES TO BE VERIFIED WITH LICENSED STRUCTURAL ENGINEER OF RECORD FOR THIS PROJECT. THESE WALL SECTIONS SHOWN FOR DESIGN INTENT. 1 WALL SECTION A2 SCALE: 3/4" = V-0" ACCENT TRIM 1'-4" MATCH EXISTI OVERHANG 2X6 EXTERIOR WALLS W/ "' OSB SHEATHING ZIP WRAPPED IN WATERPROOFING MEMBRANE INSTALL HARDIPLANK LAP SIDING PER MANUFACTURER'S RECOMMENDATIONS SEE ELEVATIONS FOR EXACT LOCATION OF FINISH MATERIALS MATCH EXISTING SLOPE R-38 INSULATION 1/2" GYP. BOARD R-19 INSULATION CONVENTIONALLY FRAMED SEE STRUCTURAL 0 z x Li v Q 0 CD z Li C) 2" X6" BOTTOM PLATE SLOPE A 4. 4" CONCRETE SLAB OVER _ _ • =III=I I ( VAPOR BARRIER =III=1 i=III a I I=III=III- SEE STRUCTURAL IIIIII—III—I I �•. �...° :':: i I I—III—I ° 04 0 `III—III—I 1=_ MONOLITHIC CONC. II III I I I I FOOTING UCTURAL NOTE:- - - ALL STRUCTURAL SIZES TO BE VERIFIED WITH LICENSED STRUCTURAL ENGINEER OF RECORD FOR THIS PROJECT. I HESE WALL SECTIONS SHOWN FOR DESIGN INTENT. GARAGE WALL SECTION SCALE: 3/4" = V-0" Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL. AR -0017060 • FL. ID -4621 M CY) N N w M >_j LL ry ® i OU Q� N 00 C) co Z Q3-18-18 REVISIONS PER CITY COMMENTS DATED 3-8-18 DATE ISSUED - JANUARY 15, 2018 NOTE - DO NOT SCALE DRAWINGS. IF PRINTED ON 11"X17" MEDIA, DRAWING SCALE IS HALF -SIZED. EXTERIOR ELEVATIONS APR - ? ?(M PERMIT SET LS I ELECTRICAL LEGEND rv; CABLE jHWH DUPLEX OUTLET @ 220 OUTLET @ QUADRAPLEX OUTLET GFI GFI RECEPTACLE tEXTERIOR/GFI wp RECEPTACLE MATCH EXISTING CEILING SWITCH _ JANUARY 15, 2018 3 -WAY SWITCH SD SMOKE DETECTOR CM CARBON MONOXIDE DETECTOR rCH COUNTERTOP HEIGHT NOTES: 1. TELEPHONE OUTLETS TO BE'CAT 5E' WIRE. 2. SMOKE DETECTION PER FIRE CODE. 3. SERVICE PANEL AND ELECTRIC METER LOCATiON TO BE DETERMINED W/ INPUT FROM THE OWNER AND LOCAL UTILITY COMPANY. 4. ALL RECEPTACLE TO HAVE ARC -FAULT CIRCUIT INTERRUPTERS PER ARTICLE 210-12. 5. HVAC DISCONNECT TO BE PROVIDED BY MECHANICAL SUBCONTRACTOR. 6. ALL ELECTRICAL WIRING TO BE IN ACCORDANCE WITH LATEST EDITION OF NEC AND FBC. 7. 100% OF ALL INTERIOR AND EXTERIOR PERMANENT LIGHT FIXTURES TO USE CFL/LED LAMPS. COMMUNITY DEVELOPMENT DENIED DESIGN BY OTHERS BEDROOM SMOOTH CEILING NEW FLOORING NEW TRIM NEW PAINT (2) 3'X3' WINDOWS WI J E I �� DW I( ° ------ PO FI (LE EXISTING�@ I I CH T REMAIN UNCHANGED --I � � � p I KITCHEN SMOOTH CEILING NEW FLOORING NEW TRIM Rd EW NEW PAINT LLI V LIVING ROOM SMOOTH CEILING NEW FLOORING BEDROOM NEW TRIM SMOOTH CEILING NEW PAINT NEW FLOORING DINING NEW TRIM NEW PAINT SMOOTH CEILING NEW FLOORING NEW TRIM NEW PAINT / REPLACE REPLACE REPLACE REPLACE WINDOW WINDOW DOOR WINDOW EXISTING OPENING EXISTING OPENING EXISTING OPENING EXISTING OPENING ■ FRONT PATIO VINYL CEILING ELECTRICAL LAYOUT PLAN S�LE: 1/4"= 1'-0" 3'6"X 1 '6" &INDOW MASTE MATu EXISTING LV CEI'LIN'G ■� �- Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: inoverby@att.net FL. AR -0017060 • FL. ID -4621 w U Z W D w ct0 C`7 C� N N W � LL �/ fy r) Ov Qw �m N U 00 c1- Z Q A/C UNIT CM SDd)( FAN/LIGHT jHWH MASTER �, co GFI BEDROOM @ c� DATE ISSUED: MATCH EXISTING CEILING I LL! _ JANUARY 15, 2018 I CD NOTE: DO NOT SCALE DRAWINGS. w IF PRINTED ON 11"X17" DOOR OPNR @ MEDIA, DRAWING SCALE POOL / GARAGE IS HALF -SIZED. HOUSE (p \ F__ I I I I wP COVERED PATIO �� wP VINYL CEILING I J � I i IRRIGA ION � I I ------------ PANTRY/ AUNDRY W/ EXISTING CEILING 3'6"X 1 '6" &INDOW MASTE MATu EXISTING LV CEI'LIN'G ■� �- Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: inoverby@att.net FL. AR -0017060 • FL. ID -4621 w U Z W D w ct0 C`7 C� N N W � LL �/ fy r) Ov Qw �m N U 00 c1- Z Q A3 PERMIT SET 3-18-18 REVISIONS PER A1 CITY COMMENTS DATED 3-8-18 MASTER �, co BEDROOM @ �co U DATE ISSUED: MATCH EXISTING CEILING I LL! _ JANUARY 15, 2018 NOTE: DO NOT SCALE DRAWINGS. IF PRINTED ON 11"X17" MEDIA, DRAWING SCALE U) W IS HALF -SIZED. \ Cl, w SD 3 3 J A/ i PANTRY/ AUNDRY W/ EXISTING CEILING I -------- ELECTRICAL MASTER CLOSET LAYOUT REPLACE 3'X4' WINDOW WINDOW EXISTING OPENING PLANS 16" SQ VARSA WRAPPED TAPERED CRAFTSMAN STYLE COLUMN ON BRICK BASE A3 PERMIT SET GENERAL NOTES ALL -THREAD NOTES EPDXY NOTES 1. CODES USED: 2014 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ALL -THREAD CONNECTORS TO BE 3/8" DIAMETER BARS PLACED AT 4' O.C. IN ALL BEARING 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER 22.9 EDITION, ACI, NDS, APA AND ASCE7-10. 22.9 WALLS, UNLESS NOTED OTHERWISE ON PLANS. 50-100 EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY -27.2 21.6 -24.0 100-200 20.8 GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. 2. THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED LEVEL 3 ALTERATIONS IN 2. ALL -THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE 7 LL c v� z COMPLIANCE WITH SECTION 301.1.2 OF THE EXISTING BUILDING CODE. 0 m a� COUNTED AS PART OF THE DESIGNATED O.C. SPACING. 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE cq N U) 0 v o N U) ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPDXY PRODUCTS ARE: 3. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE 3. PLACE ALL -THREAD RODS WITHIN 6" TO 10" OF EACH CORNER AND AT EACH INTERSECTION OF •'�AIFICq% O CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. w BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: :*_ HILTI HY150, HILTI HSE2421, SIMPSON STRONG -TIE SET OR APPROVED EQUAL. 4. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO ` ' ORI GN00 A. PLACE SHEARWALL RODS (SPECIFIED ON PLANS) a IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS g COMMENCING CONSTRUCTION. B. PLACE HIGH UPLIFT RODS (SPECIFIED ON PLANS) z AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN N z C. PLACE CORNER RODS ACCORDANCE WITH APPLICABLE SAFETY LAWS. 5. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR O O D. PLACE ALL OTHER RODS. THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 OTHERWISE ON THE PLANS. 4. ALL -THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY PSI AND TENSILE STRENGTH OF 2,300 PSI. LL SYSTEM, OR APPROVED EQUIVALENT. ALL -THREAD EMBEDMENTS FOR SHEAR WALLS AND HIGH U o 6. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE a - OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. o DIAMETER OF THE STEEL MEMBER BEING INSTALLED. SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT 5. WHERE NECESSARY, ALL -THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS. w DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED of w 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO ASSUMING 2500 PSF SOIL CAPACITY. 6. MINIMUM EMBEDMENT OF ALL -THREAD SHALL BE: INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS LAITANCE, DUST, DIRT, AND OIL. 7. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, 6" - TYPICAL WALLS, MONOLITHIC FOOTING THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, 7" - EXTERIOR WALLS, STEMWALL FOOTING 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. 8" - MASONRY WALLS MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS 8. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL 7. ALL -THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOWN IN PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND THEIR RESPECTIVE DETAILS ON THIS SHEET. TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY DO THE WORK. INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION 8. USE 2" SQUARE WASHERS ON ALL -THREAD AND ANCHOR BOLT LOCATIONS, U.N.O. DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL SHEATHING NOTES TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, IT IS MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) ROW CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2) SPH. PLACE A 1/2" FOR WALL SHEATHING: RESPONSIBILITY OF THE CONTRACTOR. ANCHOR BOLT WITH 6" EMBEDMENT WITHIN 6" OF DOUBLE STUD GROUP. 1. USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUST MINIMUM 24/16, AND NOT LESS THAN 12 7116" THICK. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. CONCRETE NOTES 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOW, IT IS 2. 5/16" HARDI-PANEL MAY BE USED IN LIEU OF OSB. FASTEN TO STUDS WITH 8d RING SHANK NAILS ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTTOM AT 6" O.C. ON EDGE, 8" O.C. IN FIELD. FASTEN TO TOP AND BOTTOM PLATES AT 4" O.C. 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST OF THE ROD WITH A 3" SQ WASHER AND NUT. IN LIEU OF THREADED RODS, SEE SECTIONS 3 FOR ROOF SHEATHING: EDITION, "SPECIFICATIONS FOR STRUCTURAL CONCRETE". AND 5/S5 FOR STRAPPING ALTERNATIVES. 1. USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUST BE MINIMUM 24/16, AND NOT LESS THAN CONVENTIONAL FRAMING NOTES 7/16" THICK. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL 2. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1Y2" INCHES FOR STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD FOUNDATIONS, AND %" FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. CONDITIONS, BLOCK PANELS AT 12" O.C. 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. FOR FLOOR DECKING: 1. USE EXPOSURE 1 APA RATED PLYWOOD. SPAN RATING MUST BE MINIMUM 48/24, AND NOT LESS 4. 4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. THAN 3/4" THICK. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. VAPOR BARRIER AND TERMITE TREATED SOIL. 2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 24" AND 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH (4) 16d TOE -NAILS. MINIMUM 3/4' THICKNESS. 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% 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH (5) 8d NAILS INTO THE MASONRY NOTES MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE RAFTER AND (5) 8d NAILS INTO THE TOP PLATE. FOOTING. 1. ALL MASONRY WORK SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF "BUILDING 6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO THE RAFTER CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 530) AND THE "SPECIFICATIONS FOR 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM -A615. ALL AND (5) 8d NAILS INTO THE SLEEPER. MASONRY STRUCTURES" (ACI 530.1) OF THE AMERICAN CONCRETE INSTITUTE. CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH (4) 16d NAILS. 2. CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT WITH A MIN. NET COMPRESSIVE CONCRETE REINFORCEMENT". STRENGTH OF 1500 PSI, HOLLOW, LOAD-BEARING UNITS. CONFORMING TO ASTM C90, TYPE N-11 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH (12) 8dX1-1/2" NAILS. 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., 3. MORTAR SHALL CONFORM TO ASTM C270, TYPE M OR S. ALL PORTLAND CEMENT SHALL AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. 9. FASTEN RIDGENALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 10d NAILS IN VALLEY BEAM, CONFORM TO ASTM C150 TYPE I. LIME SHALL CONFORM TO ASTM C207. ALL MASONRY CEMENT (11) INTO STUD BELOW. SHALL CONFORM TO ASTM C91. THICKNESS OF MORTAR SHALL NOT EXCEED %". FULL BEAD 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 2411, AND HEAD JOINTS SHALL BE USED. WHICHEVER IS GREATER. 10. 2X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH (6) 16d NAILS. BOTTOM OF COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE FROM THE TOP PLATE TO THE PEAK. 4. MASONRY GROUT SHALL CONFORM TO ASTM C476. fc OF GROUT SHALL BE 3000 PSI MIN. THE 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". MAXIMUM AGGREGATE SIZE SHALL BE 3/a" GRADED TO PRODUCE FINE GROUT IN CONFORMANCE 11. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT EACH WITH ASTM C476 AND C404. SLUMP OF GROUT SHALL BE 8 TO 10 INCHES. 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; INTERSECTION OF SLEEPER AND EXISTING FRAMING. 10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH 5. MASONRY WALL REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. PROVIDE 48 BAR DIA 10.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER DOUBLE 2X12 CEILING JOIST FOR RIDGE LAP ON ALL SPLICES. PROVIDE BAR SPACERS AS REQUIRED TO PROPERLY LOCATE 10.3. 11/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY BEAM SUPPORT, UNO. REINFORCING IN CELLS. REINFORCEMENT. ROOF RAFTER 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING OF ALL MASONRY 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, CONSTRUCTION TO RESIST WIND, BACKFILLING, SOIL COMPACTION AND OTHER NATURAL AND INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE CONSTRUCTION FORCES OCCURRING DURING CONSTRUCTION. THE BRACING SHALL REMAIN IN DETERMINED FROM FOUNDATION PLAN, CONTACT THE ENGINEER OF RECORD. RIDGE BEAM PLACE UNTIL THE STRUCTURE IS COMPLETE. 12. STEM WALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF 7. HORIZONTAL JOINT REINFORCING SHALL BE USED FOR ALL MASONRY CONSTRUCTION. AND STEM WALL WILL EXCEED SIX (6) COURSES IN HEIGHT. - - - - - - - - - - - - CEILING JOIST SHALL CONSIST OF 9 GAGE, GALVANIZED, LADDER TYPE REINFORCING CONFORMING TO ASTM A82, SPACED AT 16" O.C. VERTICAL MAX. 13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEM WALLS, THE TOP TWO COURSES OF STEM WALL MUST BE FILLED. _ _ _ _ COLLAR TIE 8. WHEN GROUT POURS EXCEED 5 FEET IN HEIGHT, PROVIDE ACLEAN-OUT HOLE AT THE BOTTOM CELL. CLEAN THE CELL BY REMOVING ALL MORTAR, DEBRIS, LOOSE AGGREGATES AND ANY FRAMING NOTES MATERIAL DELETERIOUS TO MASONRY GROUT. INSTALL AND SECURELY TIE THE VERTICAL SLEEPER. STEEL REINFORCEMENT TOGETHER. CLOSE THE OPENING AFTER INSPECTION. 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2014 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD 9. ALL MASONRY WALLS SHALL BE SECURELY BRACED UNTIL FLOOR OR ROOF SYSTEM HAS BEEN CONSTRUCTION. ----------------------------- OVER FRAME RAFTER. INSTALLED AND HAS BECOME CAPABLE OF STABILIZING THE WALLS. REINFORCED MASONRY UNITS SHALL BE FILLED SOLID WITH 3000 PSI GROUT AS INDICATED ON PLANS. 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. (2) 2x4 SYP COLUMN FOR RIDGE/VALLEY BEAM SUPPORT, FASTENED 10. CASTCRETE PRECAST LINTELS TO BE USED OVER ALL OPENINGS, UNO. SEE PLAN FOR SIZE AND 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE TOGETHER WITH (1) ROW OF 8d NAILS AT 12" O.C. FASTEN RAFTER TO REINFORCEMENT. ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER • COLUMN WITH 18 GA STRAP WITH (9) 8d NAILS IN RAFTER, (9) 8d NAILS IN OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. COLUMN. FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP WITH (9) 8d NAILS IN COLUMN, (9) 8d NAILS IN TOP PLATE/HEADER. 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. LOAD TABLE COMPONENT AND CLADDING 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. ROOF: DESIGN PRESSURES LIVE LOAD: 20 0 PSF 7. DIMENSION LUMBER DEAD LOAD: 7.0 PSF 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. CEILING: 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH LIVE LOAD: 10.0 PSF SIMPSON STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF LIVE LOAD -STORAGE: 30.0 PSF RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND DEAD LOAD: 5.0 PSF LENGTH PER THE DETAILS. FLOOR: 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED LIVE LOAD: 40.0 PSF BELOW: DEAD LOAD: 10.0 PSF DECK LIVE LOAD: 50 0 PSF 8d = 0. 13 1" x 2-1/2" 10d = 0.148" x 3" WIND LOADS: 12d = 0.148" x 3-1/4" WIND SPEED: 130 MPH 16d = 0.162" x 3-1/2" EXPOSURE: C IMPORTANCE: 1.0 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN BUILDING CATEGORY: II AND/OR THE FOOTING DETAILS SHEET. ENCLOSED BUILDING: INTERIOR PRESSURE 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. COEFFICIENT: 0.18 ROOF PITCH: MATCH EXISTING 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 N N U C (y)coo UI �2 Ib N T � 11� N N ow N � w N N ui o O O NM U 0 04 U M m o 0 7 LL c v� z 0 m a� Q cq N U) 0 v o N U) z �.` WAYNF �. z •'�AIFICq% O w :*_ Fn I _ ;� .. TE lV; ` ' ORI GN00 a o g w z N z w w z O O o O U U LL U o w w W a a - o w w U) of w U CWj Z z m W W W O W Z Z Qp D Q W O Y N co It M (y) N N M J LL Q W m H Z J H Q U C (y)coo � �2 Ib T � 11� N N NU' N � w N N ui o O O NM U 0 04 U M B o 0 7 LL c v� cu xm m 0 m a� Q cq N U) 0 v o N U) z �.` WAYNF �. •'�AIFICq% O - C7: 28 :� = :*_ Fn I _ ;� .. TE lV; ` ' ORI GN00 > o w z N ch U CWj Z z m W W W O W Z Z Qp D Q W O Y N co It M (y) N N M J LL Q W m H Z J H Q U) W O z I..L� W z �W V U C (y)coo m T � p N nw. U NU' N � w a) CL ui o O U Q U 0 U) W O z I..L� W z �W V ^'s I S0.01 1 OF 6 U C (y)coo Lo 04 c nw. 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I\'S1.0ij co ( S1.01 ( I 2 SEE PLAN SEE PLAN FOR CURB HEIGHT V -01 I Z `" FIBER REINFORCED CONCRETE SLAB, 4" W I I i I THICK UNLESS NOTED OTHERWISE ON U 7U Z M �---------------------------J � I PLAN. _ w 04 I FINISHED z �-- 0 M I I I GRADE ° W zo W Ui I ( I 6 MIL VAPOR BARRIER OR EQUIVALENT > Q U "' I I 2 I I 'iv ? • WATERPROOFING BETWEEN COMPACTED W Y w L i I S1.01 SUBBASE AND FOOTING/SLAB O > < m ---------------------- I W U — — — I ONE STORY: X = 12" WITH (2) #4 Z 0000 L -L — — — — — — — — — — — — — - II X 6„ TWO-STORY: X = 16" WITH (3) #4 Z Q Z THREE-STORY: X = 20" WITH (3) #50 J F- CURB DETAIL �' -seQ 19'-0" 10'-0" 1'-0" 2 D Q 1 3 LO 31'-0" 12'-6" EXISTING THICKENED EDGE REMOVED FOR NEW FOOTING. 12" #5 REINFORCEMENT BARS I I AT 48" O.C. MAX o N I I FOOTING AND SLAB POURED WITH N I I IF3000psi CONCRETE WITH FIBERMESH. ,c '0 2 N 1 Icn w C7 0. C7 o I S1.01 I FINISHED z_ o v a o GRADE 1 1 6 MIL VAPOR BARRIER I I �'_04 • Z 5 Q S1.01 ONE STORY: X = 16" WITH (2) #4 TWO-STORY: X = 20" WITH (3) 94 J L— — — — — — — — — — — — — — -- / I 3ONOLITHIC FOOTING OVERPOUR p < 3/4 1'-0" W 3 0 V -01 X/2 #5 REINFORCEMENT AT 48" O.C., SEE PLANS FOR CURB HEIGHT 0 DRILLEDAND EPDXIED USING I — z z SIMPSC N SET ADHESIVE. co / I • • LL i / I 6 MIL VAPOR BARRIER OR EQUIVALENT /0VE O SLAB 18" X WATERPROOFING BETWEEN I COMPACTED SUBBASE AND EXISTING STRUCTURE , / / I FOOTING/SLAB ONE STORY: X = 12" WITH (2) #4 N 04 I TWO-STORY: X = 16" WITH (3) #4 N THREE-STORY: X = 20" WITH (3) #5 / I c a U co m EARING CURB STEP SECTION °° / I U LL LL 3/4" = 1'-0" 0 o / N �? " co �u- - - ca � `n t x a� _ o m m 00 `- c 6X6 PT NO.2 SYP POST. N o Y N U 3 !� M rn S1.01 ABU66, 10d NAILS, J"X8" ANCHOR. 8" THICKENED EDGE WITH (1�#4 � X % 1 1 1 1 ► r 1 i �� BRICK FACADE. SEE BRICK 12" #5 REINFORCEMENT BARS �� . NF 6 B B O NOTES. AT 48" O.C. MAX ��tQ,.•'• I F '•.�'A S1.01 GROUND ELEVATION EXISTING FOUNDATION �0 C)S' : 0.5 = Q -*: *_ ' �' ST F 24"X24"X12" FOOTING WITH - �J ` (3) #5 BARS EACH WAY. `r a �'�< FOUNDATION PLAN FOOTING TO BEAR ON 4„�'� UNDISTURBED SOIL. I �� 12" #5 BAR, 6" EMBEDMENT IN i (—_� I—j Sheet No. (1) 8"x8" THICKENED CONTINUOUS GE WITH PROPOSED AND EXISTING. — —� —� —r i +—i i g 24"x24"x12" DEEP FOOTING POST FOOTING S ECTI ON S1,01 WITH (3) #5 BARS EACH WAY � 3/4" = 1'-0" � 3/4" = 1'-0" � APR - 2 2018 2 OF 6 3 1 I_1 sl - _I RST LEVEL WALL P 011 N (2) 2x12 EZ (2) 2X8 2:1 2 S3.01 O TYP. 5 3.01 (2) 2X642:1 1.75"x11.25" 2.0E LVL 19'-0" A BALLOON FRAME KNEE WALL lol WITH 2X6 AT 16" O.C. ON TOP OF BOND BEAM 10 S3.02 ;S3.01 EZ sIM CASTCRETE 8F8-1 B (PRECAST) (2) 2X6 2:2 CASTCRETE 8F8-1 B (PRECAST) EZ CASTCRETE 8F8-1 B (PRECAST) 5 S3.01 L- (2) 2X10 2:2 D CASTCRETE 8F8-1 B (PRECAST) CASTCRETE 8F8-1 B (PRECAST) CASTCRETE 8F8-1 B (PRECAST) 9 8 53.01 S3.0 (2) 2X10 2:2 3 S3.01 5 10 �O2 a w m 0 J Z JO a > m w0 wa ZO Y H w Z 2i 10 9d �O2 z c Om J �- as m(D X N 8 S3.01 J J a 3: U ad zz w CV w� �a �m LLX N z= o J a m Li c m- 1 FRAMING NOTES AND LEGEND TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO. `4 N w Cn STUD MATERIAL: 2x No. 2 SPF, UNO. N - > ww in m0 U -U w oo' 2 CLO ch O U HEADERS: 0 a) Q U 0 U) ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, z J UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X m t w 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO E in mco `- �- N MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE z z 0 w w THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. o a 0 U U ��.•' F1 ••• c LL w - C7 : No 93 HEADER NOTATION IS: _ U U) 0 w a w d w U) W W NUMBER OF PLIES IN HEADER w a: NUMBER OF KING STUDS (2),2x6,2:1 NUMBER OF CRIPPLE STUDS w NN N 0 N 0 SIZE OF DIMENSIONAL LUMBER Un 0 z U) > w Of o z N M PORCH/GLULAM BEAM 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. OVERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF A 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, NO LTT20B IS REQUIRED. OPLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST B WITH (2) MSTA24. FASTEN POST TO FOOTING WITH ABU66. USE 10d NAILS IN ALL HOLES. 2x6 NO.2 SYP LEDGER OC • 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. OFASTEN LAST STUD OF PROPOSED WALL TO EXISTING FRAMING WITH 10d NAILS AT 3" O.C. FASTEN TO EXISTING CMU WITH 1/4" X 6" TAPCONS AT 3" O.C. OSHEATH PORCH BOTTOM CHORDS/CEILING JOISTS WITH 7/16" OSB E FASTENED WITH 8d COMMON NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. OPLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST F WITH (1) H3, USE 10d NAILS IN ALL HOLES. FASTEN POST TO FOOTING WITH RPBZ WITH (4) 1/4" X 1 3/4" TITEN SCREWS INTO EXISTING SLAB. APR - 2 2018 u Z Z >- o m W W � O W W >� Z Z Q p J 7 Q M M CV N M J LL Q W m Z J Q Z Q W ^J CL LLJv Z u) 2 O. N< u- 0. LL U c 00 cli N Lr) co co 00 Cn C o N - a0 in m0 U -U w D 2 CLO ch O U a 0 Z Q W ^J CL LLJv Z u) 2 O. N< u- 0. LL U c 00 cli N Lr) co co LO CN Cn C - a0 in m0 08 O 8 U LL LL a) U 0 U) 04 U M aiCD J �` ccuin t x mIM) aa) m o a in mco `- -22 � ch c N cq CD ;r 0 o Y N O CO M WAykiIF ��.•' F1 ••• c • O• � r .Z 4u : : ; - - C7 : No 93 70 - _ *_ AT OF Cf�FF Sheet No. S2.01 3 OF 6 3 R ___T__--- MAX CEILING SPANS WITH 10 PSF LIVE LOAD, 5 PSF DEAD LOAD, AND 1.00 DURATION FACTOR AT 24" O.C. - ------F------ No.2 SPACING I I I I I I I I II U I I I I I I I I II If I I I I I I I I II If I I I I I I 1 I I i I I I i I I I II I 11 1 n 1 I I I�------- ;I I I, II I t I; iI I i II '1 1 i r I I 1 II I I' 1 11 I II I II ! 1 , i 11 t I ; I i, n --------f====_ =-n n - - - - - - - m -_____- n -- --- rl-_===--==f========�' -- t -----------------1t---------------3.t---------lLt==-----__-------=r�===-----------�_--- ---------------------- 1 I fl `I I I t l I I 1 II I I 1 1 I I I II I I It f i I II I I Li I --J I I I ih-----------1 I----------, I ! I I I tI i i i t i t I IJ L---------� ti ____---_ I _-_ I C'TJ I f In, liy it t I I it u 1 / 11 II 1 I I II i I I I i'--------- -------- -------------1�-- i _------- "_.-'..1J-------_- JJ ------- U- - - - - - - U ------- U I------_____� ---- L--_---_----L-___----J------------ ---J --------1___-_--------1---- --- __-L---___-------1_---___--L___-- i----- -.. - - I I I I I I Fx'I 1 1 I F.,l I I i r Lr, ; L_L _ OOF FRAMING PLAN .1 ROOF FRAMED WITH: • SEE SPAN TABLE ON THIS PAGE FOR RAFTER AND JOIST SIZES AND SPACING. • COMMON AND HIP RIDGE BEAMS ARE ONE NOMINAL SIZE LARGER THAN THE RAFTERS, UNLESS NOTED OTHERWISE. • SLEEPERS ARE ONE NOMINAL SIZE LARGER THAN SUPPORTED RAFTERS. • 2X LEDGERS, SAME SIZE AS ATTACHED RAFTER. SEE CONVENTIONAL FRAMING NOTES FOR FASTENING SPECIFICATIONS. CONVENTIONAL FRAMING - CEILING MAX CEILING SPANS WITH 10 PSF LIVE LOAD, 5 PSF DEAD LOAD, AND 1.00 DURATION FACTOR AT 24" O.C. GRADE, SYP No.1 No.2 SPACING 16" 24" 16" 24" 2x4 11'-3" 9'-10" 10'-9" 9'-3" 2x6 17'-8" 16-6" 16'-11" 13'-11" 2x8 23"-4" 20'-5" 21'-7" 17'-7" 2x10 26'-0" 23'-11" 25'-7" 20'-11" CONVENTIONAL FRAMING - ROOF MAX ROOF SPANS WITH 20 PSF LIVE LOAD, 10 PSF DEAD LOAD, AND 1.25 DURATION FACTOR GRADE, SYP No.1 No.2 SPACING 16" 24" 16" 24" 2x6 14'-1" 12'4" 13'-5" 11'-0" 2x8 18'-6" 16'-2" 17'-1" 13'-11" 2x10 23"-2" 18"-11" 20'-3" 16'-6" 2x12 26'-0" 22'-6" 23'-10" 19'-6" FRAMING NOTES AND LEGEND TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO. STUD MATERIAL: 2x No. 2 SPF, UNO. 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: NUMBER OF PLIES IN HEADER NUMBER OF KING STUDS (2).2x6,2:1}} L NUMBER OF CRIPPLE STUDS SIZE OF DIMENSIONAL LUMBER PORCH/GLULAM BEAM N N ANN 1 -STORY THREADED ROD W W N o � U.I N N o INDICATES GLAZING CLASSIFIED AS END ZONE. � N N EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF p z W Q O O ZONE. SEE "COMPONENT AND CLADDING DESIGN m w �—�, Q z w LL L:� p W z O U n z O OU g w w o d of O U U U p IL W W a w of W d w w ---------------------- OVER FRAME RAFTER. U00 N C co w (2) 2x4 SYP COLUMN FOR RIDGE/VALLEY BEAM SUPPORT, — o N FASTENED TOGETHER WITH (1) ROW OF 8d NAILS AT 12" O.C. c w Q • FASTEN RAFTER TO COLUMN WITH 18 GA STRAP WITH (9) 8d = 0 -m m -0"0 NAILS IN RAFTER, (9) 8d NAILS IN COLUMN. FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP WITH (9) 8d NAILS IN 0 2 u COLUMN, (9) 8d NAILS IN TOP PLATE/HEADER. U o N � 0 U N L � M 3 ai J U- C � L x U X m N N m m Q (D m o p m O N (n y It Y N U Ct 0M <C) •` ��( WAYNF �v° : m - -C�: N 93 - ' ATE ' IF ' r Dir - Sheet APR -2 2018 IS2.02 ANN 1 -STORY THREADED ROD W n N N INDICATES GLAZING CLASSIFIED AS END ZONE. z N N EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF W %- O O ZONE. SEE "COMPONENT AND CLADDING DESIGN m w �—�, Q w LL (1) p z O U 0 GABLE BRACING LOCATION. O ; Y Q Q w Fn6 W Z � N U z r N M w Q O ---------------------- OVER FRAME RAFTER. U00 N C co w (2) 2x4 SYP COLUMN FOR RIDGE/VALLEY BEAM SUPPORT, — o N FASTENED TOGETHER WITH (1) ROW OF 8d NAILS AT 12" O.C. c w Q • FASTEN RAFTER TO COLUMN WITH 18 GA STRAP WITH (9) 8d = 0 -m m -0"0 NAILS IN RAFTER, (9) 8d NAILS IN COLUMN. FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP WITH (9) 8d NAILS IN 0 2 u COLUMN, (9) 8d NAILS IN TOP PLATE/HEADER. U o N � 0 U N L � M 3 ai J U- C � L x U X m N N m m Q (D m o p m O N (n y It Y N U Ct 0M <C) •` ��( WAYNF �v° : m - -C�: N 93 - ' ATE ' IF ' r Dir - Sheet APR -2 2018 IS2.02 ANN 1 -STORY THREADED ROD W U U INDICATES GLAZING CLASSIFIED AS END ZONE. z Z W cy) N EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF STRUCTURE WILL BE CLASSIFIED AS INTERIOR %- 0 M ZONE. SEE "COMPONENT AND CLADDING DESIGN m w �—�, PRESSURES," ON COVER SHEET. w LL O U GABLE BRACING LOCATION. O ; Y Q Q w W Z � N U Z � � ZJ Q O OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF J Q OVERIFY A STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO Q 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, NO LTT20B IS REQUIRED. 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST OPLACE B WITH (2) MSTA24. FASTEN POST TO FOOTING WITH ABU66. USE 10d NAILS IN ALL HOLES. 2x6 NO.2 SYP LEDGER CO • 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 o SCREWS AT 16" O.C. a `� N LAST STUD OF PROPOSED WALL TO EXISTING FRAMING w o. ui o OFASTEN WITH 10d NAILS AT 3" O.C. FASTEN TO EXISTING CMU WITH 1/4" X 6" o v Q o TAPCONS AT 3" O.C. PORCH BOTTOM CHORDS/CEILING JOISTS WITH 7/16" OSB OSHEATH E FASTENED WITH 8d COMMON NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. z 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST OPLACE WITH (1) H3, USE 10d NAILS IN ALL HOLES. FASTEN POST TO FOOTING WITH RPBZ WITH (4) 1/4" X 1 3/4" TITEN SCREWS INTO EXISTING SLAB. V DOUBLE 2X12 CEILING JOIST FOR RIDGE 7 z BEAM SUPPORT, UNO. ROOF RAFTER 2 RIDGE BEAM N< I..L� ------------ CEILING JOIST LL — - - - - — COLLAR TIE O O SLEEPER. cro ---------------------- OVER FRAME RAFTER. U00 N C co w (2) 2x4 SYP COLUMN FOR RIDGE/VALLEY BEAM SUPPORT, — o N FASTENED TOGETHER WITH (1) ROW OF 8d NAILS AT 12" O.C. c w Q • FASTEN RAFTER TO COLUMN WITH 18 GA STRAP WITH (9) 8d = 0 -m m -0"0 NAILS IN RAFTER, (9) 8d NAILS IN COLUMN. FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP WITH (9) 8d NAILS IN 0 2 u COLUMN, (9) 8d NAILS IN TOP PLATE/HEADER. U o N � 0 U N L � M 3 ai J U- C � L x U X m N N m m Q (D m o p m O N (n y It Y N U Ct 0M <C) •` ��( WAYNF �v° : m - -C�: N 93 - ' ATE ' IF ' r Dir - Sheet APR -2 2018 IS2.02 7/16" OSB ROOF DECK FASTENED TO FRAMING WITH 8d RING SHANKS AT 6" O.C. ON EDGE AND 12" O.C. IN FIELD. SEE CONVENTIONAL FRAMING NOTES FOR RAFTER TO TOP PLATE FASTENING. (2) 2X6 NO. 2 SYP TOP PLATE FASTENED WITH (2) ROWS 10d AT 16" O.C. STAGGERED. MINIMUM 24" LAP WITH (12) 10d IN LAP. ALL THREAD CONNECTORS. SEE ALL -THREAD NOTES FOR INSTALLATION SPECIFICATIONS, SPACING AND EMBEDMENT. FASTEN 7/16" OSB W/ 8d @ 6" O.C. ON EDGES, 12" O.C. IN FIELD. 2X6 SPF STUDS AT 16" O.C. 2X6 NO. 2 SYP PT BOTTOM PLATE. APPLY 1/2" ANCHOR BOLTS WITH 6" MIN EMBEDMENT AT EACH SIDE OF BOTTOM PLATE SPLICES. SEE FOUNDATION PLAN FOR FOOTING SPECIFICATIONS. TYPICAL WALL SECTION 3/4 - 1 0 7/16" OSB ROOF DECK FASTENED TO FRAMING WITH 8d RING SHANKS AT 6" O.C. ON EDGE AND 12" O.C. IN FIELD. TRUSS TO TOP PLATE CONNECTION: H2.5A WITH (10) 8d NAILS FOR UPLIFTS LESS THAN 600 LBS. (2) H2.5A WITH (10) 8d NAILS EACH FOR UPLIFTS LESS THAN 1200 LBS. 2X8 PT SYP TOP PLATE. FASTEN TO BOND BEAM WITH 1/2" ANCHOR BOLTS AT 48" O.C. ANCHOR BOLTS EMBEDDED 6" INTO BOND BEAM. PLACE ANCHOR BOLTS WITHIN 6" OF SPLICES, AS REQUIRED. 1 COURSE CONTINUOUS BOND BEAM WITH (1)#5. 8"x8"x16" MASONRY BLOCK WALL. FILL CELLS VERTICALLY AT 4'-0" O.C. WITH 3000 PSI CONCRETE AND (1) #5 BAR, UNO. LAP VERTICAL REINFORCEMENT 30". SEE FOUNDATION PLAN FOR FOOTING SPECIFICATIONS. TYPICAL WALL SECTION 5 3/4" = V-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. PLACE 1/2" ANCHOR BOLTS PER THE TYPICAL WALL SECTION. NOTES 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES, KINGS OR TOP PLATE. 2 TYPICAL HEADER FRA ING DETAIL 3/4" 2'-0" RAFTER 7/16" OSB SHEATHING. SEE WALL 2x RAFTER. SEE CONVENTIONAL FRAMING PLAN FOR SIZE AND SPACING. 2X OUTLOOKERS AT 24" O.C. FASTEN TO RAFTER AND WALL WITH (3) 10d TOE -NAILS. (2)2X4 NO. 2x4 PLATE. SEE WALL SE 'CTIONS. 6 OUTLOOK R DETAIL 2'-0" RAFTER U cu SPACING, MAX. z 2X OUTLOOKERS AT 24" O.C. FASTEN TO SEE PLAN M RAFTER AND WALL WITH (3) 10d W a C7 TOE -NAILS. C`8 o FRAMING PLANS FOR SIZE AND 7/16" OSB SHEATHING. SEE WALL #5 BAR EMBEDDED 8" INTO ti Wo O W Z Q i W ° Q 2 N 00Z M PLIES. 0�6 Lo D Co 0 INTO FILLED CELL � d C Q aa) Q a) a) U) m o co -2 N Mc cq z O w O w EXISTING CONCRETE BOND o a0 a U BEAM U w o w D FASTEN ADJACENT STUDS W/ (2) 4__ U) o W I a p A ROWS 10d COMMON NAILS @ 8" O.C., w M wz V DP EXTERIOR OF RETURNS & ABOVE p DOOR W/ 8d @ 3" O.C. ON EDGE, 12" D ' O.C. IN FIELD. d j NOTES 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES, KINGS OR TOP PLATE. 2 TYPICAL HEADER FRA ING DETAIL 3/4" 2'-0" RAFTER 7/16" OSB SHEATHING. SEE WALL 2x RAFTER. SEE CONVENTIONAL FRAMING PLAN FOR SIZE AND SPACING. 2X OUTLOOKERS AT 24" O.C. FASTEN TO RAFTER AND WALL WITH (3) 10d TOE -NAILS. (2)2X4 NO. 2x4 PLATE. SEE WALL SE 'CTIONS. 6 OUTLOOK R DETAIL 2'-0" RAFTER U cu SPACING, MAX. z 2X OUTLOOKERS AT 24" O.C. FASTEN TO SEE PLAN M RAFTER AND WALL WITH (3) 10d W a C7 TOE -NAILS. C`8 o FRAMING PLANS FOR SIZE AND 7/16" OSB SHEATHING. SEE WALL #5 BAR EMBEDDED 8" INTO ti Wo O W Z Q SECTIONS. 2x RAFTER. SEE CONVENTIONAL W ° Q 2 N 00Z M FRAMING PLAN FOR SIZE AND SPACING. (2) 2x4 NO. 2 SYP TOP PLATE FASTENED WITH (2) ROWS 10d AT 16" O.C. STAGGERED. MINIMUM 24" LAP WITH (12) 10d IN LAP. KNEE WALL: 2X4 STUDS AT 16" O.C. FASTEN TO TOP PLATE WITH (2) 10d TOE -NAILS. FASTEN STUDS TO BEAM WITH MSTA18 ALTERNATING EACH FACE OF THE WALL. BEAM/HEADER. SEE PLAN FOR SIZE AND PLIES. 7 OUTLOOKER DETAIL 3/4" = 1'-0" EDGE OF ALL THREAD WASHER MUST BE WITHIN 3" OF THE HEADER KING STUD, TYP BOTH SIDES OF OPENING. TOP PLATE TO GARAGE HEADER o . , CONNECTION: SIMPSON SPH AT 24" ° O.C. WITH (12) 10dX1-1/2" COMMONS. I a v. TOP PLATE TO KING STUD CONNECTION: (2) SIMPSON SPH WITH •° (12) 10dX1-1/2" COMMONS AT EACH END OF HEADER. 3 TYPICAL GARAGE OPENING DETAIL 3/4" 7/16" OSB ROOF DECK FASTENED TO FRAMING WITH 8d RING SHANKS AT 6" O.C. ON EDGE AND 12" O.C. IN FIELD. / TRUSS TO TOP PLATE CONNECTION: H2.5A WITH (10) 8d NAILS FOR UPLIFTS LESS THAN 600 LBS. (2) H2.5A WITH (10) 8d NAILS EACH FOR UPLIFTS LESS THAN 1200 LBS. 1 =i 1 1-I I F 2X8 PT SYP TOP PLATE. FASTEN TO BOND BEAM WITH 1/2" ANCHOR BOLTS AT 48" O.C. ANCHOR BOLTS EMBEDDED 6" INTO BOND BEAM. PLACE ANCHOR BOLTS WITHIN 6" OF SPLICES, AS REQUIRED. 1 COURSE CONTINUOUS BOND BEAM WITH (1) #5. 8"x8"x16" MASONRY BLOCK WALL. FILL CELLS VERTICALLY AT 4'-0" O.C. WITH 3000 PSI CONCRETE AND (1) #5 BAR, UNO. LAP VERTICAL REINFORCEMENT 30". SEE FOUNDATION PLAN FOR FOOTING SPECIFICATIONS. 8 TYPICAL WALL SECTION 3/4" = 1'-0" &3/ N N U cu N z N o GARAGE DOOR HEADER. SEE 1° �— M Lu W a C7 04 C`8 o FRAMING PLANS FOR SIZE AND N #5 BAR EMBEDDED 8" INTO ti Wo O W Z Q Z W ° Q 2 N 00Z M PLIES. 0�6 Lo Q Co 0 INTO FILLED CELL � d C Q aa) Q a) a) U) m o co -2 N Mc cq z O w O w EXISTING CONCRETE BOND o a0 a U BEAM U w o w FASTEN ADJACENT STUDS W/ (2) 4__ U) o W M a U) A ROWS 10d COMMON NAILS @ 8" O.C., w M wz STAGGERED. FASTEN 7/16" OSB TO EXTERIOR OF RETURNS & ABOVE DOOR W/ 8d @ 3" O.C. ON EDGE, 12" O.C. IN FIELD. d j LTTI31 FOR GARAGE HEADER'' CRIPPLES. ALL HOLES FILLED WITH 10d NAILS. 1A GARAGE SLAB " .a a D I I I III l-1 i I— p d d f III a I 3 TYPICAL GARAGE OPENING DETAIL 3/4" 7/16" OSB ROOF DECK FASTENED TO FRAMING WITH 8d RING SHANKS AT 6" O.C. ON EDGE AND 12" O.C. IN FIELD. / TRUSS TO TOP PLATE CONNECTION: H2.5A WITH (10) 8d NAILS FOR UPLIFTS LESS THAN 600 LBS. (2) H2.5A WITH (10) 8d NAILS EACH FOR UPLIFTS LESS THAN 1200 LBS. 1 =i 1 1-I I F 2X8 PT SYP TOP PLATE. FASTEN TO BOND BEAM WITH 1/2" ANCHOR BOLTS AT 48" O.C. ANCHOR BOLTS EMBEDDED 6" INTO BOND BEAM. PLACE ANCHOR BOLTS WITHIN 6" OF SPLICES, AS REQUIRED. 1 COURSE CONTINUOUS BOND BEAM WITH (1) #5. 8"x8"x16" MASONRY BLOCK WALL. FILL CELLS VERTICALLY AT 4'-0" O.C. WITH 3000 PSI CONCRETE AND (1) #5 BAR, UNO. LAP VERTICAL REINFORCEMENT 30". SEE FOUNDATION PLAN FOR FOOTING SPECIFICATIONS. 8 TYPICAL WALL SECTION 3/4" = 1'-0" &3/ N N U cu N z N o c M Lu W a C7 04 C`8 o N N #5 BAR EMBEDDED 8" INTO ti Wo O W Z Q Z W ° Q 2 N 00Z M CONCRETE BOND BEAM AND 25" 0�6 Lo Q Co 0 INTO FILLED CELL � w C Q aa) Q a) a) U) m o co -2 N Mc cq z O w O w EXISTING CONCRETE BOND o a0 U U BEAM U w o w > U) o W M a U) w U w M 2x No.2 PT SYP WINDOW BUCKS FASTENED TO ALL SIDES OF OPENING WITH SIMPSON 1/4"x3" TITEN SCREWS AT 12" O.C. ALL SIDES OF OPENING. VERIFY EXISTING FILLED CELL. IF NOT USE 3000PSI CONCRETE FILLED INTO CMU CELL w/ 1 #5 BAR REMOVE BLOCK FOR NEW OPENING. #5 BAR 25" INTO FILLED CELL AND DRILLED AND EPDXIED 8" INTO EXISTING FOOTING EXISTING CMU WALLS EXISTING STRIP FOOTING BELOW PROPOSED MASONRY WALL EXISTING MASONRY WALL #5 REINFORCEMENT, DRILLED AND EPDXIED USING SIMPSON SET ADHESIVE. PLACE ONE BAR AT THE TOP COURSE, ONE AT MID HEIGHT AND ONE AT THE BOTTOM COURSE. CELLS IN THE PROPOSED AND EXISTING WALLS MUST BE FILLED. MINIMUM EMBEDMENT INTO EXISTING WALL AND PROPOSED WALL IS 6". MINIMUM EDGE DISTANCE OF REINFORCEMENT IS 3". MINIMUM HORIZONTAL SEPARATION OF BARS IS 3". #5 VERTICAL BAR AT CELLS ADJOINING EXISTING CMU WALL. #5 VERTICAL BAR DRILLED AND EPDXIED INTO EXISTING STRIP FOOTING. EMBED 8" INTO EXISTING AND LAP WITH END VERTICAL 25". SEE FOUNDATION PLAN FOR FOOTING SPECIFICATIONS. d d 9 MASONRY WALL CONNECTION - ? luta 3/4" = 1 -0 U U N z Z c M Lu W a C7 04 C`8 o N N M Wo O W Z Q ON W ° Q 2 N 00Z M c 0�6 Lo 0 Co 0 Q � C Q aa) Q a) a) U) m o co -2 N Mc cq z of N O y O U CDV c� 0 Ill, 'N%jj1I /i .`� .� WANE? ��.'• 9 IF/ . > o 'cs�p N M wz U U N z Z c M Lu W a C7 04 C`8 o 0 a Q M Wo O W Z Q W W > Q � W ° Q 2 N 00Z LL v Q W m U c 0�6 Lo 0 FJ- a � Q � C co C 00 04 Lo M w N d� * * c N Lu D C7 a C7 a� o C`8 o U a Q io C 00 04 Lo M w d� * * c dU 75 to m cc a 'a C`8 o `8 U m U c 0�6 Lo 0 N � C aa) Q a) a) U) m o co -2 N Mc cq of N O y O U CDV c� co< rn Ill, 'N%jj1I /i .`� .� WANE? ��.'• 9 IF/ . Z (D 2 1 'cs�p `s�3ss Sheet 1%, S3.01 WATERPROOFING BY OTHERS OPENINGS GO TO BOND BEAM. 2x No.2 PT SYP WINDOW BUCKS FASTENED TO ALL SIDES OF OPENING WITH SIMPSON 1/4"x3" TITEN SCREWS AT 12" O.C. ALL SIDES OF OPENING. FILL ALL CELLS ADJACENT TO OPENINGS WITH 3000 PSI CONCRETE AND (1) #4 BAR. BEND INTO TOP COURSE BOND BEAM 12". a d 5tt FUUNUA I IUN FLAN FUK ° FOOTING SPECIFICATIONS. p y d p p e dp d ° dp d° p II I! I iI I! � i I I � I I 1-1 I iIIIIII—III I I I D 10 TYPICAL MASONRY OPENING 3/4 1'-0" 3 d G' d. d J co N C I- N , N N cLL m w N N O O W Z Z G W o Q v Q W v z J O p (L' o 0 n 1— d (n p a z N N (n m O _ d 00 - C, N p 3 d G' d. I� !ii �liil-flLI�I11l���I! J #5 BAR WITH 8" BEND AT TOP TOP OF CMU WALL \— 8" CONCRETE LINTEL WITH (1) #5 BAR CONTINUOUS FILLED CELL WITH (1) #5 BAR CONTINUOUS. #5 BAR DRILLED AND EPDXIED WITH MIN. 25" LAP AND MIN. 6" EMBED 11 MISSED DOWN R D REPAIR 3/4" = 1'-0" 2'-0" RAFTER 2X OUTLOOKERS AT 24" O.C. FASTEN TO RAFTER AND WALL WITH (3) 10d TOE -NAILS. 7/16" OSB SHEATHING. SEE WALL SECTIONS. 2x RAFTER. SEE CONVENTIONAL FRAMING PLAN FOR SIZE AND SPACING. (2) 2x6 NO. 2 SYP TOP PLATE FASTENED WITH (2) ROWS 10d AT 16" O.C. STAGGERED. MINIMUM 24" LAP WITH (12) 10d IN LAP. KNEE WALL: 2X6 STUDS AT 16" O.C. FASTEN TO TOP PLATE WITH (2) 10d TOE -NAILS. FASTEN STUDS TO TOP PLATE WITH H3. CMU WALL BELOW. SEE SECTION 5/S3.01. @OUTLOOKER DETAIL 3/4" APR - 2 2018 0 EL a Q r m N 0 W co co N C I- N 4 N N N cLL m w N N O O W Z Z w W o Q v Q W v z J O W (L' o 0 n 1— 0 (n cut a z N N (n m O 00 - -2 M Ccq N cq O N z Y U V C7 O O /'/. z ;_ L: w > o � � Z g N M ' z 0 0 w w of J J o a O U U LL U 0 W W W a a - w w Ln w ix U 0 r- co co Z C I- N 4 N NUS N cLL m w N N M O W Z Z W LL 0 W > � W o Q v Q W v z J J W rn� L o 0 Q 1— m J w (n cut a a) Q N N (n m O 00 - -2 M Ccq N cq O N z Y U V C7 O O /'/. ��,..........01 ; •' '(IFI ••'•. �� ;_ - C7 i No. > o c • <v ; w Z S �FF N M U 0 O n Z Z C cy) �0� W NUS N cLL m w 0 O� o- M O W Z Z W LL 0 W > � W o Q v Q W v z J J O rn� L Q Q a) C m J w (n cut V J Q F- W 0 CD Z 75 Q u - V C N � M CD O n 0) C C) N �0� DC7 NUS N cLL m w Y� a)(� O� o- A 0 L U CL Q l4 0 V J Q F- W 0 CD Z 75 Q u - V C N � M CD O n 0) C W Q a=' a. U rn m co 0o`o T2 U U- w a) U 0 � rn� L V M a) C m J w (n cut a) Q N N (n m O 00 - -2 M Ccq N cq O N O Y U V C7 O ``11111111// WAYNF /'/. ��,..........01 ; •' '(IFI ••'•. �� ;_ - C7 i No. ,• S T c • <v ; S �FF // . nagq-1 Sheet No. S3.02 6 OF 6 WOOD FRAMF CONSTRUCTION CODE COMPLIANT WINDOW INSTALLATION METHOD (PBC RT03.8) WEATHER RESIT,/E BARRfER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. 14 STEPg JOIN WATER SHEDDING FASHION. STARTING AT THE BASE OF THE WALL/ ILOpCW TOWARDS THE TOP, INSTALL THE WRB TO THE FADE CF THE SHEATHING © APPLY SILL FLASHING (4-9-") U APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE TO HEAD N BOTH JAMBS. APPLY A OISCONTRXJOUS BEAD TO BOTTOM FLANGE LEAVING (2) 2" GAPS. © SET WINDOW USING PAN HEAD SCREWS TO FACILITATE IN5F'ECTION. ® APPLY JAMB FLASHING ® APPLY BEAD OF SEALANT AT HEAD APPLY HEAD FLASHING ® REMOVE PRE�IOUS�Y APPLYED OFJAMB FLASHING UNDER THE FLAP OF 'We AT THE HEAD. SEE DIAGRAM $�GTION A THROUGH WINDOW JAMB SEALANT BEAD BEHIND MOUNTING SEAL THE WINDOW FRAME TO OPENING, APPLY A V NON, DIA, TO THE BACKSIDE (INTERIOR) OF THE WINDOW FLANGE, IN LINE " WITH ANY PIC£ -PUNCHED HOLES OR SLOTS. �11 (J JAMB FLASHING I {� APPLY CONT. SEAL TO THE MOL NTING FLANGES AT 1 l THE TOP (HEAD) AND SIDES (JAMBS/ OF WINDOW, F-ASHING�-_ BEAD BETWEEN AND MOUNTING FLANGE. !SECURE WIRE, AT HEAD _ FLASHING AT HEAD EXTENDS 1" BEYOND JAMB FLASHING. 7OHEAD FLASHING -EMBED BOTTOM OF 7HE HEAD FLASHING AGAINST THE F%SVI0U5LY APPLIED SEALANT (FLASHING GOES OVER SEALANT ). EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE, see nhote resistive J� NI SILL PAN F LAS H I N G weatbarrier NTS (optional) wall sheathing Prepared by BOAF First Coast Chapter e-11-2013 ------------- - - - ------ -NOTE-: ---NOTE: THIS DETAIL USED FOR DOORS & WINDOW. ALL FLASHING TO MEET FBC R903.2.1, R905.2.8. & R703.8 AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. LOT COVERAGE TOTAL LOT 7,500 S.F EXISTING HOUSE NOTES: NEW ADDITION 1. flashing to be flexible self-adhesive type (min. 4' wide) pan Flashing NEW DRIVEWAY 1288 S.F. FRONT PORCH & WALK 2. cover sill to at least depth of window, plus 2' onto face of wrt /-sloped surface NEW A/C: 146 SQ. FT. S1.01 FOUNDATION PLAN AND DETAILS ( optional) 3. the pan shall direct water to the exterior over sill flashing sill plate 4. install flashing around remaining window unit S3.01 F 5. weather resistive barrier to form water shedding laps see nhote resistive J� NI SILL PAN F LAS H I N G weatbarrier NTS (optional) wall sheathing Prepared by BOAF First Coast Chapter e-11-2013 ------------- - - - ------ -NOTE-: ---NOTE: THIS DETAIL USED FOR DOORS & WINDOW. ALL FLASHING TO MEET FBC R903.2.1, R905.2.8. & R703.8 AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. LOT COVERAGE TOTAL LOT 7,500 S.F EXISTING HOUSE 1,267 S.F. NEW ADDITION 136 S.F. NEW POOL HOUSE 636 S.F. NEW DRIVEWAY 1288 S.F. FRONT PORCH & WALK 94 S.F. TOTAL IMPERVIOUS 3,42' S.F. (45.610, MAKO DRIVE RESIDENCE RENOVATION PROJECT ADDRESS DRAWING INDEX 482 MAKO DRIVE Al REN VATION PLANS ATLANTIC BEACH, FL 32266 A2 EXTERIOR ELEVATIONS WORK AREA- A3 ELECTRICAL LAYOUT PLANS EXISTING A/C: 1,267 SQ. FT. S0.01 GENERAL NOTES NEW A/C: 146 SQ. FT. S1.01 FOUNDATION PLAN AND DETAILS NEW TOTAL A/C: 1,413 SQ. FT. <M NEW POOL HOUSE A/C: 258 SQ. FT. S2.01 FI ST LEVEL FRAMING PLAN S2.02 R OF FRAMING PLAN S3.01 F MING DETAILS BUILDING CODE SUMMAR = CODE ENFORCEMENT JURISDICTION: CITY OF ATLANTIC BEACH j WIND ZONE: 130 MPH (WIND-BORNE DEBRIS) � w FLORIDA BUILDING CODE - 5TH EDITION O OCCUPANCY CLASSIFICATION: RESIDENTIAL 6-6"ol CONSTRUCTION TYPE- TYPE V -B (WOOD FRAME ADDITION) SPRINKLED: NO 1 FIRE DISTRICT: NO 99'-n,l �, �, ,I W Z J H ry W 0- d M 0) MAKO DRIVE -80.65' PROPERTY LINE EXISTING SITE PLAN SCALE: 1/16"=V-0" POOL HOUSE 00 RE4 U11 I 2'-9" 6-0" WINDOW 6-0" � 3/0 C1 COVERED PATIO VINYL CEILING \ A2 q COMMUNITY DEVELOPMENT DENIED -0" 9'-6" 1-0" 10'-6" 22'-f 12'-0" EXISTING BEDROOM ;MO TH CEILING NEW FLOORING NEW TRIM N W PAINT 2/6 Lj EXISTING TO REMAIN U CHANG c E G 2/6 BEDROOM SMOFFLOORING CEILING NE NTRIM N AINT WIDE ( ' II I I 0 jl it N O KITCHEN II I II II LIVING ROOM SMOOTH CEILING T-6" NEW FLOORING <M NEW TRIM NEW PAINT U) � RE PLACE REPLACE W NDOW WINDOW EXISTI G OPENINGo EXISTING OPENING v h'-8" FLOOR PLAN SCALE: 1/4" = V-0" REPLACE DOOR EXISTING OPENING FRONT PATIO VINYL CEILING 18'-0" 21'-4" 31'-10" FUTURE POOL DEbIGN BY OTHERS 11 '-8" 5'-10" 5-10" (2) 3'X3'WINDOWS ::DW] PO FI II E A2 4'-10" 2'-7" - 3'6"X1'6" 1NDOW N I zo � > L N O KITCHEN p .R MASTS SMOOTH CEILING z_ <M NEW FLOORING U) � ;;T W RE = N � NEW PAINT � w NEW SLIDER DOOR O 2/8 6-6"ol DINING SMOOTH CEILING IA/C NEW FLOORING L� NEW TRIM NEW PAINT /6 PANTRY/LAUNDRY I W/D EXISTING CEILING _ J REPLACE REPLACE WINDOW WINDOW EXISTING OPENING EXISTING OPENING 16" SQ VARSA WRAPPED 1'-8'�� TAPERED CRAFTSMAN STYLE COLUMN ON BRICK BASE A A2 Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R. A. 2452 Pultian Street Jacksonville Beach, Florida 32250 904-704-8628 rC2 Email: jnoverbygatt.net A2 FL. AR -0017060 • FL. ID -4621 5'-5" -,�-- - -- ----- ----- - ---- K- Op DOOR OPR /6 i GARAGE 12'-6" 9'-4" T-5" 4'-3" — �-- LO KITCHEN .R MASTS SMOOTH CEILING MATCH EXISTING ` NEW FLOORING NEW TRIM RE = > NEW PAINT o Oo O 2/8 6-6"ol 3-2" 1 r%AACTC:D DINING SMOOTH CEILING IA/C NEW FLOORING L� NEW TRIM NEW PAINT /6 PANTRY/LAUNDRY I W/D EXISTING CEILING _ J REPLACE REPLACE WINDOW WINDOW EXISTING OPENING EXISTING OPENING 16" SQ VARSA WRAPPED 1'-8'�� TAPERED CRAFTSMAN STYLE COLUMN ON BRICK BASE A A2 Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R. A. 2452 Pultian Street Jacksonville Beach, Florida 32250 904-704-8628 rC2 Email: jnoverbygatt.net A2 FL. AR -0017060 • FL. ID -4621 5'-5" -,�-- - -- ----- ----- - ---- K- Op DOOR OPR /6 i GARAGE 12'-6" 9'-4" T-5" 4'-3" — �-- MATCH EXISTING CEILING 3'X4' WINDOW 5'-5" 5'-5 10'-10" CMU INFILL EXISTING 0 N Z � g X A2 C Z U) Lo wo (D X _J M ih Q w z 0 co U 0 N '.1 `- ) M N N W > J LLr ® _ ® U Uj G N � co i--- z DATE ISSUED - JANUARY 15, 2018 NOTE: DO NOT SCALE DRAWINGS. IF PRINTED ON 11"X1771 MEDIA, DRAWING SCALE IS HALF -SIZED. RENOVATION PLANS I`11 `V v J Al (\1 PERMIT SET LO I .R MASTS BATH MATCH EXISTING ` 001�I CEILING z = > M Q o Oo O 2/8 CD 1 r%AACTC:D U) MATCH EXISTING CEILING 3'X4' WINDOW 5'-5" 5'-5 10'-10" CMU INFILL EXISTING 0 N Z � g X A2 C Z U) Lo wo (D X _J M ih Q w z 0 co U 0 N '.1 `- ) M N N W > J LLr ® _ ® U Uj G N � co i--- z DATE ISSUED - JANUARY 15, 2018 NOTE: DO NOT SCALE DRAWINGS. IF PRINTED ON 11"X1771 MEDIA, DRAWING SCALE IS HALF -SIZED. RENOVATION PLANS I`11 `V v J Al (\1 PERMIT SET HORIZONTAL - CEMENT LAP S11 & CEDAR OR P7 TRI ON EXISTING BLOCK / SHAKE SHINGLES T T r� I 1 ' T 7 �`,i_U_1��-I ;-�j I -I � I � , ILLI I i- 1 � -•- } IIIIII I�I�I II � _ II ���f��I L II �1�I ��111 11 --..i_I1_�t.ILi.1 '�_i II�"- l'I I � !-.I� L_ l ! L IuuIl - - IL � �-� � � ,�,11 l i l t 11 ,1�1 '�I I I �!LI, �, i i- I _I 16" SQ VARSA WRAPPED A FRONT ELEVATION COLUMN STYLE ON BRICK ASE A2 SCALE 1/4" = T-0" 12 3 -_ MATCH EXISTING I - - - - - - - I HORIZONTAL CEMENT SIDING B SIDE ELEVATION A2 SCALE: 1/4" = V-0" - -1 � ���- -.- T - -._ -1- 1 1 - �- 7 T. � 1 l ' 1 ��T T 1 - -- --------- -7--L-7 -- -- --1-r 1 y -7---r- - -� - - - ----- - - - T- - - --- - - - - T F. C1 REAR E L E VAT I O N /HORIZONTAL A2 SCALE: 1/4" = V-0" CEMENT LAP SIDING & CEDAR OR P7 TRIM ON EXISTING BLOCK - - - - T _ C2 REAR GARAGE ELEVATION A4 SCALE 1/4" = 1.4. LTL__ L_ F.F. = 0'-0" ASPHALT SHINGLE ASPHALT SHINGLE - -- -- T M CH EXISTING T MAT H E ISTI - -L- �_� � CLG _= 8'-0" - - __ r ' �_ _ I - T - 1 � � �� l- 7 y DEVEI-®pMENT IMUN�� � HORIZONTAL HORIZONTAL - CEMENT SIDING CEMENT SIDING SHAKE SHINGLES - OVER FURRING STRIPS ---- 8" O F.F. = 0'-0" N i - ,IL 8" SQ WOOD TRIM COLUMNS W/ BRICK BASE T CLG_= 8'-0" F.F. = 0'-0" _ CLG _= 8'-0" F. F. = 0'-0" MATCH EXISTING ON 15# ROOFING FELT OVER 7/16" EXT. SHEATHING METAL DRIP OVER ALUMINUM FASCIA OVER 2X6 SUB FASCIA W/ VINYL SOFFIT ACCENT TRIM _ MATCH EXISTI OVERHANG CMU EXTERIOR WALLS W/ WATERPROOFING MEMBRANE INSTALL CEMENT LAP SIDING ON FURRING PER MANUFACTURER'S RECOMMENDATIONS SEE ELEVATIONS FOR EXACT LOCATION OF FINISH MATERIALS MATCH EXISTING SLOPE MATCH EXISTING ON 15# ROOFING FELT OVER 7/16" EXT. SHEATHING / METAL DRIP OVER CONVENTIONALLY ALUMINUM FASCIA FRAMED OVER 2X6 SUB FASCIA SEE STRUCTURAL W/ VINYL SOFFIT L,--1 --i . T. . ' '. . ' . .4 . : . * . .. ' $- :.A . . - .1 SLOPE ° d .. _ ° . ° I I—III _I — — — II—III—II =IIIIII—III a a I—III=III- 4" CONCRETE -III—IIIIII—I °. III—III—I SLAB OVER -IIII II °..... ° IIII—III VAPOR BARRIER I°III=III=� SEE STRUCTURAL IL MONOLITHIC CONIC. III—III—i I—III—III—III- SEE STRUCTURAL NOTE: ALL STRUCTURAL SIZES TO BE VERIFIED WITH LICENSED STRUCTURAL ENGINEER OF RECORD FOR THIS PROJECT. THESE WALL SECTIONS SHOWN FOR DESIGN INTENT. 1 WALL SECTION A2 SCALE: 3/4" = V-0" ACCENT TRIM cc MATCH EXISTI OVERHANG 2X6 EXTERIOR WALLS --\ W/ "' OSB SHEATHING ZIP WRAPPED IN WATERPROOFING MEMBRANE INSTALL HARDIPLANK LAP SIDING PER MANUFACTURER'S RECOMMENDATIONS SEE ELEVATIONS FOR EXACT LOCATION OF FINISH MATERIALS MATCH LEXISTING I SLOPE R-38 INSULATION 1/2" GYP. BOARD R-19 INSULATION Julianne N. Overby,R A Architectural and Interior Design -- SHAKE SHINGLES Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 I 904-704-8628 y I�mrLil: jnoverby@att.net t! i __ _ _ —_._-- -. -. FL. AR -0017060 - FL. ID -4621 CONVENTIONALLY FRAMED SEE STRUCTURAL 0 z co x w 0 Q 0 I- CD z J w U '01 2„ x6, R-38 INSULATION j BOTS OM PLATE 1/2" GYP. BOARD 1/2" GYP. BOARD SLOPE G ° ° °. A • I II I—III_ 4" CONCRETE ON FURRING STRIPS SLAB OVER !— _EE WITH 1" RIGID VAPOR BARRIER INSULATION o z S STRUCTURAL °°°•0.0.° III=1 l� Cn 77- — — —MONOLITHIC CONC. x w U Q I SEEI STRUCTURAL UCTURAL ALL STRUCTURAL SIZES TO BE VERIFIED WITH LICENSED STRUCTURAL ENGINEER OF RECORD FOR THIS PROJECT. THESE WALL SECTIONS SHOWN FOR DESIGN INTENT. 0 2 GARAGE WALL SECTION A2 SCALE: 3/4" = T-0" 0 z J w 0 0 00 L,--1 --i . T. . ' '. . ' . .4 . : . * . .. ' $- :.A . . - .1 SLOPE ° d .. _ ° . ° I I—III _I — — — II—III—II =IIIIII—III a a I—III=III- 4" CONCRETE -III—IIIIII—I °. III—III—I SLAB OVER -IIII II °..... ° IIII—III VAPOR BARRIER I°III=III=� SEE STRUCTURAL IL MONOLITHIC CONIC. III—III—i I—III—III—III- SEE STRUCTURAL NOTE: ALL STRUCTURAL SIZES TO BE VERIFIED WITH LICENSED STRUCTURAL ENGINEER OF RECORD FOR THIS PROJECT. THESE WALL SECTIONS SHOWN FOR DESIGN INTENT. 1 WALL SECTION A2 SCALE: 3/4" = V-0" ACCENT TRIM cc MATCH EXISTI OVERHANG 2X6 EXTERIOR WALLS --\ W/ "' OSB SHEATHING ZIP WRAPPED IN WATERPROOFING MEMBRANE INSTALL HARDIPLANK LAP SIDING PER MANUFACTURER'S RECOMMENDATIONS SEE ELEVATIONS FOR EXACT LOCATION OF FINISH MATERIALS MATCH LEXISTING I SLOPE R-38 INSULATION 1/2" GYP. BOARD R-19 INSULATION Julianne N. Overby,R A Architectural and Interior Design -- SHAKE SHINGLES Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 I 904-704-8628 y I�mrLil: jnoverby@att.net t! i __ _ _ —_._-- -. -. FL. AR -0017060 - FL. ID -4621 CONVENTIONALLY FRAMED SEE STRUCTURAL 0 z co x w 0 Q 0 I- CD z J w U '01 u - go m U i W J� r Z Q DATE ISSUED - JANUARY 15, 2018 NOTE. DO NOT SCALE DRAWINGS. IF PRINTED ON 11"X17" MEDIA, DRAWING SCALE IS HALF -SIZED. A2 PERMIT SET 2„ x6, j BOTS OM PLATE .4 - SLOPE G ° ° °. A • I II I—III_ 4" CONCRETE SLAB OVER !— _EE ° VAPOR BARRIER —III —III=1 I 1411-III=III- S STRUCTURAL °°°•0.0.° III=1 l� 77- — — —MONOLITHIC CONC. NOTE: — —, ; II I I SEEI STRUCTURAL UCTURAL ALL STRUCTURAL SIZES TO BE VERIFIED WITH LICENSED STRUCTURAL ENGINEER OF RECORD FOR THIS PROJECT. THESE WALL SECTIONS SHOWN FOR DESIGN INTENT. 2 GARAGE WALL SECTION A2 SCALE: 3/4" = T-0" u - go m U i W J� r Z Q DATE ISSUED - JANUARY 15, 2018 NOTE. DO NOT SCALE DRAWINGS. IF PRINTED ON 11"X17" MEDIA, DRAWING SCALE IS HALF -SIZED. A2 PERMIT SET ELECTRICAL LEGEND TV, CABLE BATMXISTING DUPLEX OUTLET 220 OUTLET QUADRAPLEX OUTLET GF' GFI RECEPTACLE It, wp EXTERIOR/GFI RECEPTACLE SWITCH 3 3 -WAY SWITCH SD SMOKE DETECTOR CM CARBON MONOXIDE DETECTOR CH COUNTERTOP HEIGHT NOTES: 1. TELEPHONE OUTLETS TO BE 'CAT 5E' WIRE. 2. SMOKE DETECTION PER FIRE CODE. 3. SERVICE PANEL AND ELECTRIC METER LOCATION TO BE DETERMINED W/ INPUT FROM THE OWNER AND LOCAL UTILITY COMPANY. 4 ALL RECEPTACLE TO HAVE ARC -FAULT CIRCUIT INTERRUPTERS PER ARTICLE 210-12. 5. HVAC DISCONNECT TO BE PROVIDED BY MECHANICAL SUBCONTRACTOR. 6. ALL ELECTRICAL WIRING TO BE "N ACCORDANCE WITH LATEST EDITION OF NEC AND FBC. T 100% OF ALL INTERIOR AND EXTERIOR PERMANENT LIGHT FIXTURES TO USE CFL/LED LAMPS. Como ITY DEVELOPMENT ENIED DC6•1l SMOOTH CEILING NEW FLOORING NEW TRIM NEW PAINT EXISTING\ \ TO REMAIN UNCHANC :4000.11 SMOOTH CEILING NEW FLOORING NEW TRIM NEW PAINT REPLACE WINDOW EXISTING OPENING LIVING ROOM SMOOTH CEILING NEW FLOORING NEW TRIM NEW PAINT REPLACE WINDOW EXISTING OPENING 01 DESIGN BY OTHERS 3'X3' WINDOWS U Lm� DW ( POI FI �( KITCHEN I�=) (( SMOOTH CEILING NEW FLOORING NEW TRIM REd NEW PAINT LL, REPLACE DOOR EXISTING OPENING FRONT PATIO ELECTRICAL LAYOUT PLAN SCALE: 1/4" = V-0" VINYL CEILING DINING SMOOTH CEILING NEW FLOORING NEW TRIM NEW PAINT REPLACE WINDOW EXISTING OPENING PANTRY/LAUNDR EXISTING CEILING REPLACE WINDOW EXISTING OPENING 16" SQ VARSA WRAPPED TAPERED CRAFTSMAN STYLE COLUMN ON BRICK BASE 3'6"X1'6" 4VINDOW MASTEF MASTER BEDROOM MATCH EXISTING CEILING Julianne N. Overby,RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FI.,. AR -0017060 • FL. ID -4621 C`7 N N W � J d: n O C) � En W N C) 0o ¢-- d- Z Q J R_ ti XLU CO W DATE ISSUED: JANUARY 15, 2018 F_ i I I � VV/ L_--- ------ MASTER CLOSET 3'X4' WINDOW 0 NOTE: DO NOT SCALE DRAWINGS. IF PRINTED ON 11"X17" MEDIA, DRAWING SCALE Cn IS HALF -SIZED. �w x� w rmm PERMIT BATMXISTING •CEING u c MASTER BEDROOM MATCH EXISTING CEILING Julianne N. Overby,RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FI.,. AR -0017060 • FL. ID -4621 C`7 N N W � J d: n O C) � En W N C) 0o ¢-- d- Z Q J R_ ti XLU CO W DATE ISSUED: JANUARY 15, 2018 F_ i I I � VV/ L_--- ------ MASTER CLOSET 3'X4' WINDOW 0 NOTE: DO NOT SCALE DRAWINGS. IF PRINTED ON 11"X17" MEDIA, DRAWING SCALE Cn IS HALF -SIZED. �w x� w rmm PERMIT GENERAL NOTES ALL -THREAD NOTES EPDXY NOTES 1. CODES USED: 2014 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ALL -THREAD CONNECTORS TO BE 3/8" DIAMETER BARS PLACED AT 4' O.C. IN ALL BEARING' 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH EDITION, ACI, NDS, APA AND ASCE7-10. 10.0 PSF WALLS, UNLESS NOTED OTHERWISE ON PLANS. LIVE LOAD -STORAGE: EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND DEAD LOAD: 5.0 PSF LENGTH PER THE DETAILS. 21.6 GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. 2. THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED LEVEL 3 ALTERATIONS IN 2. ALL -THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE 40.0 PSF BELOW: COMPLIANCE WITH SECTION 301.1.2 OF THE EXISTING BUILDING CODE. 10.0 PSF COUNTED AS PART OF THE DESIGNATED O.C. SPACING. 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE 8d = 0.131" x 2-1/2" M 10d = 0.148" x 3" WIND LOADS: ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPDXY PRODUCTS ARE: 3. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE 3. PLACE ALL -THREAD RODS WITHIN 6" TO 10" OF EACH CORNER AND AT EACH INTERSECTION OF C N CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. 1.0 BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: BUILDING CATEGORY: HILTI HY150, HILTI HSE2421, SIMPSON STRONG -TIE SET OR APPROVED EQUAL. 4. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO A. PLACE SHEARWALL RODS (SPECIFIED ON PLANS) INTERIOR PRESSURE IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. COMMENCING CONSTRUCTION. 0.18 B. PLACE HIGH UPLIFT RODS (SPECIFIED ON PLANS) ROOF PITCH: MATCH EXISTING AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN mcc rn C. PLACE CORNER RODS AYN ACCORDANCE WITH APPLICABLE SAFETY LAWS. 5. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR D. PLACE ALL OTHER RODS. ••per. O r _ cu: THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED :m- -C7S 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 OTHERWISE ON THE PLANS_ 4. ALL -THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY PSI AND TENSILE STRENGTH OF 2,300 PSI. STAT SYSTEM, OR APPROVED EQUIVALENT. ALL -THREAD EMBEDMENTS FOR SHEAR WALLS AN HIGH FFREY 6. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE ,PE UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. DIAMETER OF THE STEEL MEMBER BEING INSTALLED. SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT 5. WHERE NECESSARY, ALL -THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS. DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO ASSUMING 2500 PSF SOIL CAPACITY. 6. MINIMUM EMBEDMENT OF ALL -THREAD SHALL BE: INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS LAITANCE, DUST, DIRT, AND OIL. 7. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, 6" - TYPICAL WALLS, MONOLITHIC FOOTING THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, 7" - EXTERIOR WALLS, STEMWALL FOOTING 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. 8" - MASONRY WALLS MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS 8. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL 7. ALL -THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOWN IN PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND THEIR RESPECTIVE DETAILS ON THIS SHEET. TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY DO THE WORK. INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION 8. USE 2" SQUARE WASHERS ON ALL -THREAD AND ANCHOR BOLT LOCATIONS, U.N.O. DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL SHEATHING NOTES TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, IT S MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) OW CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2) SPH. PLACEA 1/2" FOR WALL SHEATHING: RESPONSIBILITY OF THE CONTRACTOR. ANCHOR BOLT WITH 6" EMBEDMENT WITHIN 6" OF DOUBLE STUD GROUP. 1. USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUST MINIMUM 24/16, AND NOT LESS THAN 12 7/16" THICK. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. CONCRETE NOTES 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOW, IT IS 2- 5/16" HARDI-PANEL MAY BE USED IN LIEU OF OSB. FASTEN TO STUDS WITH 8d RING SHANK NAILS 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE Bill OM AT 6" O.C. ON EDGE, 8" O.C. IN FIELD. FASTEN TO TOP AND BOTTOM PLATES AT 4" O.C. EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST OF THE ROD WITH A 3" SQ WASHER AND NUT. IN LIEU OF THREADED RODS, SEE SECTIONS 3 FOR ROOF SHEATHING: EDITION, "SPECIFICATIONS FOR STRUCTURAL CONCRETE". AND 5/S5 FOR STRAPPING ALTERNATIVES. 1. USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUST BE MINIMUM 24/16, AND NOT LESS THAN CONVENTIONAL FRAMING NOTES THICK. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL 2. SIN SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1Y2' INCHES FOR STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD FOUNDATIONS, AND %" FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. CONDITIONS, BLOCK PANELS AT 12" O.C. 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. FOR FLOOR DECKING: 1. USE EXPOSURE 1 APA RATED PLYWOOD. SPAN RATING MUST BE MINIMUM 48/24, AND NOT LESS 4. 4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. THAN 3/4" THICK. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. VAPOR BARRIER AND TERMITE TREATED SOIL. 2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 24" AND 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH (4) 16d TOE -NAILS. MINIMUM 3/4' THICKNESS. 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% 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH (5) 8d NAILS INTO THE MASONRY NOTES MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE RAFTER AND (5) 8d NAILS INTO THE TOP PLATE. FOOTING. 1. ALL MASONRY WORK SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF "BUILDING 6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO THE RkFTER CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 530) AND THE "SPECIFICATIONS FOR 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM -A615. ALL AND (5) 8d NAILS INTO THE SLEEPER. MASONRY STRUCTURES" (ACI 530.1) OF THE AMERICAN CONCRETE INSTITUTE. CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH (4) 16d NAILS. 2. CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT WITH A MIN. NET COMPRESSIVE CONCRETE REINFORCEMENT'. STRENGTH OF 1500 PSI, HOLLOW, LOAD-BEARING UNITS. CONFORMING TO ASTM C90, TYPE N-11 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH (12) 8dX1-1/2" NAILS. 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., 3. MORTAR SHALL CONFORM TO ASTM C270, TYPE M OR S. ALL PORTLAND CEMENT SHALL AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. 9. FASTEN RIDGE/VALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 10d NAILS IN VALLEY BEAM, CONFORM TO ASTM C150 TYPE I. LIME SHALL CONFORM TO ASTM C207. ALL MASONRY CEMENT (11) INTO STUD BELOW. SHALL CONFORM TO ASTM C91. THICKNESS OF MORTAR SHALL NOT EXCEED %,,. FULL BEAD 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", AND HEAD JOINTS SHALL BE USED. WHICHEVER IS GREATER. 10. 2X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH (6) 16d NAILS. BOTT M OF COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE FROM THE TOP PLATE TO THE PEAK. 4. MASONRY GROUT SHALL CONFORM TO ASTM C476. fc OF GROUT SHALL BE 3000 PSI MIN. THE 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". MAXIMUM AGGREGATE SIZE SHALL BE %" GRADED TO PRODUCE FINE GROUT IN CONFORMANCE 11. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT EACH WITH ASTM C476 AND C404. SLUMP OF GROUT SHALL BE 8 TO 10 INCHES. 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; INTERSECTION OF SLEEPER AND EXISTING FRAMING. 10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH 5. MASONRY WALL REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. PROVIDE 48 BAR DIA 10.2. 211FOR CONCRETE EXPOSED TO EARTH AND WEATHER 4� DOUBLE 2X12 CEILING JOIST FOR RIDGE LAP ON ALL SPLICES. PROVIDE BAR SPACERS AS REQUIRED TO PROPERLY LOCATE 10.3. 11/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY BEAM SUPPORT, UNO. REINFORCING IN CELLS. REINFORCEMENT. ROOF RAFTER 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING OF ALL MASONRY 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, CONSTRUCTION TO RESIST WIND, BACKFILLING, SOIL COMPACTION AND OTHER NATURAL AND INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE CONSTRUCTION FORCES OCCURRING DURING CONSTRUCTION. THE BRACING SHALL REMAIN IN DETERMINED FROM FOUNDATION PLAN, CONTACT THE ENGINEER OF RECORD. RIDGE BEAM PLACE UNTIL THE STRUCTURE IS COMPLETE. 12. STEM WALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF 7. HORIZONTAL JOINT REINFORCING SHALL BE USED FOR ALL MASONRY CONSTRUCTION. AND STEM WALL WILL EXCEED SIX (6) COURSES IN HEIGHT. - - - - - - - - - - - - CEILING JOIST SHALL CONSIST OF 9 GAGE, GALVANIZED, LADDER TYPE REINFORCING CONFORMING TO ASTM A82, SPACED AT 16" O.C. VERTICAL MAX. 13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEM WALLS, THE TOP TWO COURSES OF STEM WALL MUST BE FILLED. -' - - -- COLLAR TIE 8. WHEN GROUT POURS EXCEED 5 FEET IN HEIGHT, PROVIDE ACLEAN-OUT HOLE AT THE BOTTOM CELL. CLEAN THE CELL BY REMOVING ALL MORTAR, DEBRIS, LOOSE AGGREGATES AND ANY FRAMING NOTES MATERIAL DELETERIOUS TO MASONRY GROUT. INSTALL AND SECURELY TIE THE VERTICAL 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2014 FLORIDA BUILDING rlllllllllZllllllllllA SLEEPER. CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. --------------------------- OVER FRAME RAFTER. 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 T 2x4 SYP COLUMN FOR OF8dNAIRIDGE/VALLEYBEAM SUPPORT, FASTENED A TOGETHER WITH (1) ROW OF 8d LS AT 12" O.C. FASTEN RAFTER TO ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER . COLUMN WITH 18 GA STRAP WITH (9) 8d NAILS IN RAFTER, (9) 8d NAILS IN OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. COLUMN. FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE WITH (9) 8d NAILS IN COLUMN, (9) 8d NAILS IN TOP PLATE/HEADER. TREATED. 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. LOAD TABLE COMPONENT AND CLADD 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. ROOF: DESIGN PRESSURES - LIVE RESSURESLIVE LOAD: 20 0 PSF 7. DIMENSION LUMBER DEAD LOAD: 7.0 PSF 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS 0-20 24.4 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. CEILING: 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH LIVE LOAD: 10.0 PSF SIMPSON STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF LIVE LOAD -STORAGE: 30.0 PSF RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND DEAD LOAD: 5.0 PSF LENGTH PER THE DETAILS. 21.6 24.0 FLOOR: 20.8 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED LIVE LOAD: 40.0 PSF BELOW: DEAD LOAD: 10.0 PSF DECK LIVE LOAD: 50.0 PSF 8d = 0.131" x 2-1/2" M 10d = 0.148" x 3" WIND LOADS: 12d = 0.148" x 3-1/4" WIND SPEED: 130 MPH 16d = 0.162" x 3-1/2" EXPOSURE: C N IMPORTANCE: 1.0 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN BUILDING CATEGORY: 11 AND/OR THE FOOTING DETAILS SHEET. ENCLOSED BUILDING: N INTERIOR PRESSURE 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. COEFFICIENT: 0.18 ,6 rt O ROOF PITCH: MATCH EXISTING 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 2 0 25.3 50-100 21.6 -27.2 21.6 24.0 100-200 20.8 -24.4 20.8 22.9 STEEL REINFORCEMENT TOGETHER. CLOSE THE OPENING AFTER INSPECTION. 9. ALL MASONRY WALLS SHALL BE SECURELY BRACED UNTIL FLOOR OR ROOF SYSTEM HAS BEEN INSTALLED AND HAS BECOME CAPABLE OF STABILIZING THE WALLS. REINFORCED MASONRY UNITS SHALL BE FILLED SOLID WITH 3000 PSI GROUT AS INDICATED ON PLANS. 10. CASTCRETE PRECAST LINTELS TO BE USED OVER ALL OPENINGS, UNO. SEE PLAN FOR SIZE AND REINFORCEMENT. N N N 0 u m E z .0 0 m z O w 0 a a m > W 0 z ¢ F - z w i p 0 w of J a O U U 0 W W o_ o > uj I- 1 00 zI - IN M cy) N N M J U- Q W m F - Z J Q U C N � m c0 0) 1- U) T o N �(>9 Y > a)0> > N CN 3 w O` u o 2 0 m No v U Q 0 U C N � m c0 0) 1- U) of � w¢ C U v p _'0 .20 U U_w a) U NLO () N L M N = J " c u'� cu U N m N Q U) m o -o 00 � N A c cq � ai N ,6 rt O mcc rn AYN ICq �� •. ••per. O r _ cu: :m- -C7S .59 •z _ �lV STAT FFREY ,PE -5@348` Sheet No. S0.01 1 OF 6 q i� EXISTING STRUCTURE l OUNDATION PLAN 34'-0" 22'-5" r 11'-7" -------- -------------------------1 F--------------� I I I I I I I I I 1 I I 2 I S1.01 S1.01 I I I I I I I I I I I I I I I I I I I I I 4 I 1 I I S 1.01 I I S1.01 1 I I I S1.01 I I 2 I I I V -01 I I I I ----------------------- ---------- J I I I IL I I I I I I I II I I 2 S1.01 L ------------J L--------------- I t I --------------- Fj REINFORCEMENT AT 48" O.C., ILLED AND EPDXIED USING 4PSON SET ADHESIVE. I' 0 10'-0" 34'-0" —12'-6” A 1'-0" FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH FIBERMESH. FINISHED z_ GRADE co z 6 MIL VAPOR BARRIER OR EQUIVALENT WATERPROOFING BETWEEN COMPACTED SUBBASE AND FOOTING/SLAB X 6" ONE STORY: X = 16" WITH (2) #4 TWO-STORY: X = 20" WITH (3) #4 MONOLITHIC FOOTING SECTION 3/4" = 1'-0" FORMED AND POURED PERIMETER CURB. o nSEEP SEE PLAN FOR CURB HEIGHT `" FIBER REINFORCED CONCRETE SLAB, 4" THICK UNLESS NOTED OTHERWISE ON PLAN. FINISHED z GRADE io __ 1 z_ CV • X 6" 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 - ( 2 C3-1 URB DETAIL EXISTING THICKENED EDGE REMOVED FOR NEW FOOTING. 12" #5 REINFORCEMENT BARS AT 48" O.C. MAX FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH FIBERMESH. FINISHED z_ j -- GRADE -NK ao _T.� r - z j 6 MIL VAPOR BARRIER X ONE STORY: X = 16" WITH (2) #4 TWO-STORY: X = 20" WITH (3) #4 MONOLITHIC FOOTING OVERPOUR 3/4" = 1'-0" X/2 SEE PLANS FOR CURB HEIGHT =ilIco — . '' • - 6 MIL VAPOR BARRIER OR EQUIVALENT 8" X 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 BEARING CURB STEP SECTION 3/4" = 1'-0" w T. 6X6 PT NO.2 SYP POST. ABU66, 10d NAILS, t"X8" ANCHOR. BRICK FACADE. SEE BRICK o' NOTES. GROUND ELEVATION �— 24"X24"X12" FOOTING WITH (3) #5 BARS EACH WAY. FOOTING TO BEAR ON UNDISTURBED SOIL. 12" #5 BAR, 6" EMBEDMENT IN PROPOSED AND EXISTING. 6 OST FOOTING 3/4 = 1'-0-0" 8" THICKENED EDGE WITH (1)#4 12" #5 REINFORCEMENT BARS AT 48" O.C. MAX r- EXISTING FOUNDATION 5 S-31 ECTION 0 EL a a r m N iL N N i O w O z a z w z o w o a O U Uw a o S2 of � � I'L N N O N o U) a z O F0 w z N c' U CAJ 8"x8" THICKENED EDGE WITH 00 (1) #4 CONTINUOUS CBJ 24"x24"x12" DEEP FOOTING cy) WITH (3) #5 BARS EACH WAY 34'-0" 22'-5" r 11'-7" -------- -------------------------1 F--------------� I I I I I I I I I 1 I I 2 I S1.01 S1.01 I I I I I I I I I I I I I I I I I I I I I 4 I 1 I I S 1.01 I I S1.01 1 I I I S1.01 I I 2 I I I V -01 I I I I ----------------------- ---------- J I I I IL I I I I I I I II I I 2 S1.01 L ------------J L--------------- I t I --------------- Fj REINFORCEMENT AT 48" O.C., ILLED AND EPDXIED USING 4PSON SET ADHESIVE. I' 0 10'-0" 34'-0" —12'-6” A 1'-0" FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH FIBERMESH. FINISHED z_ GRADE co z 6 MIL VAPOR BARRIER OR EQUIVALENT WATERPROOFING BETWEEN COMPACTED SUBBASE AND FOOTING/SLAB X 6" ONE STORY: X = 16" WITH (2) #4 TWO-STORY: X = 20" WITH (3) #4 MONOLITHIC FOOTING SECTION 3/4" = 1'-0" FORMED AND POURED PERIMETER CURB. o nSEEP SEE PLAN FOR CURB HEIGHT `" FIBER REINFORCED CONCRETE SLAB, 4" THICK UNLESS NOTED OTHERWISE ON PLAN. FINISHED z GRADE io __ 1 z_ CV • X 6" 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 - ( 2 C3-1 URB DETAIL EXISTING THICKENED EDGE REMOVED FOR NEW FOOTING. 12" #5 REINFORCEMENT BARS AT 48" O.C. MAX FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH FIBERMESH. FINISHED z_ j -- GRADE -NK ao _T.� r - z j 6 MIL VAPOR BARRIER X ONE STORY: X = 16" WITH (2) #4 TWO-STORY: X = 20" WITH (3) #4 MONOLITHIC FOOTING OVERPOUR 3/4" = 1'-0" X/2 SEE PLANS FOR CURB HEIGHT =ilIco — . '' • - 6 MIL VAPOR BARRIER OR EQUIVALENT 8" X 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 BEARING CURB STEP SECTION 3/4" = 1'-0" w T. 6X6 PT NO.2 SYP POST. ABU66, 10d NAILS, t"X8" ANCHOR. BRICK FACADE. SEE BRICK o' NOTES. GROUND ELEVATION �— 24"X24"X12" FOOTING WITH (3) #5 BARS EACH WAY. FOOTING TO BEAR ON UNDISTURBED SOIL. 12" #5 BAR, 6" EMBEDMENT IN PROPOSED AND EXISTING. 6 OST FOOTING 3/4 = 1'-0-0" 8" THICKENED EDGE WITH (1)#4 12" #5 REINFORCEMENT BARS AT 48" O.C. MAX r- EXISTING FOUNDATION 5 S-31 ECTION 0 EL a a r m N iL N N i O w O z a z w z o w o a O U Uw a o S2 of � � I'L N N O N o U) a z O F0 w z N c' U U 00 Z Z T � cy) w N CIL U a) 0 > Qi M > O w00 Z Q0 W w > W O Q u- U W W v F - Z J FJ - Q cu Q U M G Nm z Q ^� VJ L� z < O �-- -w Q 0 z z Z) O LL U C N L0 c^o 00 T � p N cli CIL U a) 0 > Qi N �o cc O U Q z Q ^� VJ L� z < O �-- -w Q 0 z z Z) O LL U C N L0 c^o rn wa m m '070 0 0.2 U LL u - U cu 0 U M Nm J "acu7 LL C � _ N ma) Q UJ m O f ap N -2 = o •5 tb No ch c) mi v N Y @ m C) (7 O ``xxiiiiiiiii .`� .� WAYNF 4� •'• IFICq�. ��% - C7: No 2 ;70 �.. .• T �.c�• OR% i Vw-jrl % S1.01 2 OF 6 J J d 3:U 00 z - Lu CV w � d LL w X N z = of -- 0 J d m IR 4 V-01 A B (2) 2X10 B B _ I RST LEVEL WALL PLA 1/4" = 1'-0" 0 ire EZ (2) 2X8 2:1 ,/ 2 S3.01 O TYP. (3) 2X10 B l 9 S3.01 m (2) 2X6 2:2 (2) 2X6 2:1 (3) 2X10 A BALLOON FRAME KNEE WALL WITH 2X6 AT 16" O.C. ON TOP OF BOND BEAM 10 S3.02 ;S3.01 EZ sIM CASTCRETE 8F8 -1B L �il �-- (PRECAST) _ CASTCRETE 8F8-1 B (PRECAST) `� EZ J CASTCRETE 8F8-1 B (PRECAST) 5 S3.01 (2) 2X10 2:2 D CASTCRETE 8F8-1 B (PRECAST) CASTCRETE 8F8-1 B (PRECAST) CASTCRETE 8F8-1 B (PRECAST) S3.0 (2) 2X10 2:2 A�'� S3.01 5 10 �O2 w m 0 J Z QO �m w0 wa Z0 Y �_ 1 J J d � cJ 0O W (V W � �d LL LL XN Z = 0 j J m FRAMING NOTES AND LEGEND TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO. STUD MATERIAL: 2x No. 2 SPF, UNO. 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: NUMBER OF PLIES IN HEADER NUMBER OF KING STUDS I NUMBER OF CRIPPLE STUDS SIZE OF DIMENSIONAL LUMBER PORCH/GLULAM BEAM 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. OVERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF A 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, NO LTT20B IS REQUIRED. OPLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST B WITH (2) MSTA24. FASTEN POST TO FOOTING WITH ABU66. USE 10d NAILS IN ALL HOLES. 2x6 NO.2 SYP LEDGER OC • 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. OFASTEN LAST STUD OF PROPOSED WALL TO EXISTING FRAMING WITH 10d NAILS AT 3" O.C. FASTEN TO EXISTING CMU WITH 1/4" X 6" TAPCONS AT 3" O.C. OSHEATH PORCH BOTTOM CHORDS/CEILING JOISTS WITH 7/16" OSB E FASTENED WITH 8d COMMON NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. OPLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST WITH (1) H3, USE 10d NAILS IN ALL HOLES. FASTEN POST TO FOOTING WITH RPBZ WITH (4) 1/4" X 1 3/4" TITEN SCREWS INTO EXISTING SLAB. 0 EL a d m N L1J N N > 0 o w z Z d z w L: � z O w o a 0 0 Uo w W j a o W w 12 h N N O w ON z 0 0 Ln W Z N Of U U Z Z � O m ry W W > O W � W Z Z Q 0 J � D d M M N N M J U- Q W m H Q J I -- Q w z �0 10 g U z0 �O2 O Cfl n 0— _Q mC� d � LL>N 3 w m X 8 N S3.01 � 1 J J d � cJ 0O W (V W � �d LL LL XN Z = 0 j J m FRAMING NOTES AND LEGEND TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO. STUD MATERIAL: 2x No. 2 SPF, UNO. 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: NUMBER OF PLIES IN HEADER NUMBER OF KING STUDS I NUMBER OF CRIPPLE STUDS SIZE OF DIMENSIONAL LUMBER PORCH/GLULAM BEAM 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. OVERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF A 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, NO LTT20B IS REQUIRED. OPLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST B WITH (2) MSTA24. FASTEN POST TO FOOTING WITH ABU66. USE 10d NAILS IN ALL HOLES. 2x6 NO.2 SYP LEDGER OC • 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. OFASTEN LAST STUD OF PROPOSED WALL TO EXISTING FRAMING WITH 10d NAILS AT 3" O.C. FASTEN TO EXISTING CMU WITH 1/4" X 6" TAPCONS AT 3" O.C. OSHEATH PORCH BOTTOM CHORDS/CEILING JOISTS WITH 7/16" OSB E FASTENED WITH 8d COMMON NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. OPLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST WITH (1) H3, USE 10d NAILS IN ALL HOLES. FASTEN POST TO FOOTING WITH RPBZ WITH (4) 1/4" X 1 3/4" TITEN SCREWS INTO EXISTING SLAB. 0 EL a d m N L1J N N > 0 o w z Z d z w L: � z O w o a 0 0 Uo w W j a o W w 12 h N N O w ON z 0 0 Ln W Z N Of U U Z Z � O m ry W W > O W � W Z Z Q 0 J � D d M M N N M J U- Q W m H Q J I -- Q U c N � cno OD o N n DC7 mC� N LL>N 3 w U(D a) C7 2 a C7 N ai o LL LL 0 Q U c N � cno rn w aU :3 m m 0 O O 2 LL LL a> U cu LO U N LM ii c U) _; N m ami d in m o '2 o f _ CR M•C O U) 0 N O y N O U tt M \IAYNF � G �C�.•' FI •••% 4Ur - No 32 _*• - F I I P;-�2jljr Sheet S2.01 3 OF 6 �l �l it it I I I I I I 11 I f I I I I I II p I I I I I I II p I I I I I I II p � I i �l �l it it I I I I I I 11 II II I II I' II I' I I � I i L- I I I ' I I I 9'-3" II II II II II I' II I' I lil lil , li� 16" L- II }--- -_-- i I 10'-9" 9'-3" 2x6 I I 16'-11" 13'-11" 2x8 23"-4" 20'-5" 21'-7" 1' it {1 2x10 26-0" 23'-11" r -r--- —. - -- w � -------- -- -- O o I�'�ICIm MHMI�ll ------------ ------------------------- --------------------- ------ MAX CEILING SPANS WITH 10 PSF LIVE LOAD, 5 PSF DEAD LOAD, AND 1.00 DURATION FACTOR AT 24" O.C. GRADE, SYP No.1 No.2 SPACING 16" 24" 16" 24" 2x4 i I n______ ______n I r -==-=--=fir-------- -- -==-- --==,-1 10'-9" 9'-3" MHMI�ll ------------ ------------------------- --------------------- ------ MAX CEILING SPANS WITH 10 PSF LIVE LOAD, 5 PSF DEAD LOAD, AND 1.00 DURATION FACTOR AT 24" O.C. GRADE, SYP No.1 No.2 SPACING 16" 24" 16" 24" 2x4 i I n______ ______n I r -==-=--=fir-------- -- -==-- --==,-1 10'-9" 9'-3" 2x6 I I 16'-11" 13'-11" 2x8 23"-4" 20'-5" 21'-7" 1' it {1 2x10 26-0" 23'-11" r -r--- —. - -- w � -------- -- -- O o w rr_ 0 z { I k Q it II 1 I z m w � z O Ov w o -- — — — — — — — — — - -- U Uo w i nit w > a > ii i { ,F------ 1 LSI K -- L---- ------ --- ----r----- -- - ---r---------- -- - ---- -... .- r- ---- - ----r- - - - - - ---- --- - _ f--- _ - - _ ---�- _ r� r I ___-_____-__-i 11 I _i I1I 11111111, ----------i ,r----=— W I U) z Q o t o 55 w IY z qcl U U I i W N M I {I I I LJ WR LL W In ,I _____________________- r v OW Q Q w > W N l -----------i r---------{ I U Z � Q O i 1 I 1 1 1 i Q � L I I `'----- 1 I J L ---------I rj 1 r % ' �` ----------------------- 450 N N 04 � w 4) CL � o � U Q 0 Z V Z N� i.-----------------moi —_ LL O ------------ I O C it i c LLJ U � c cu as `o `o o U U_ILL U O rn� / L. N � (� N m c7 :3 LL m cu _N (D CO O Q 00-p fn N = O 5; GO N c) (j) Cc N O O y U [t cl) -) 0) \NAY0 /�F I ! I 1 11 2 II 1 1 I , I If U ' TAT F :� J UU U L----__ L-_____-J_--__-_--_-_�-_-_J__:�____--1_-_ L 1 ;� U 1 __-.__----1___-____L-------------1____-____L,.--___ I U `•� 1--_L_______________�__—__ _ i_-_________ __-__-_ -1 _:.--------------------- —------------------------ '------- ------------ -- --------- - 7 ------------- ------- "' I � i _.--------------------- _----------'----------------------------------------------- ___._.._--------_- ___--- - F o, I I l I I El ! '----'�--- ' -----------------------1-----j _ OOF FRAMING PLAN m ic ROOF FRAMED WITH: • SEE SPAN TABLE ON THIS PAGE FOR RAFTER AND JOIST SIZES AND SPACING. • COMMON AND HIP RIDGE BEAMS ARE ONE NOMINAL SIZE LARGER THAN THE RAFTERS, UNLESS NOTED OTHERWISE. • SLEEPERS ARE ONE NOMINAL SIZE LARGER THAN SUPPORTED RAFTERS. • 2X LEDGERS, SAME SIZE AS ATTACHED RAFTER. SEE CONVENTIONAL FRAMING NOTES FOR FASTENING SPECIFICATIONS. CONVENTIONAL FRAMING - CEILING MAX CEILING SPANS WITH 10 PSF LIVE LOAD, 5 PSF DEAD LOAD, AND 1.00 DURATION FACTOR AT 24" O.C. GRADE, SYP No.1 No.2 SPACING 16" 24" 16" 24" 2x4 11'-3" 9'-10" 10'-9" 9'-3" 2x6 17'-8" 15'-6" 16'-11" 13'-11" 2x8 23"-4" 20'-5" 21'-7" 17'-7" 2x10 26-0" 23'-11" 25'-7" 20'-11" CONVENTIONAL FRAMING - ROOF MAX ROOF SPANS WITH 20 PSF LIVE LOAD, 10 PSF DEAD LOAD, AND 1.25 DURATION FACTOR GRADE, SYP No.1 No.2 SPACING 16" 24" 16" 24" 2x6 14'-1" 12'-3" 13'-5" 11'-0" 2x8 18'-6" 16'-2" 17'-1" 13'-11" 2x10 23"-2" 18'-11" 20'-3" 16'-6" 2x12 26-0" 22'-6" 23'-10" 19'-6" FRAMING NOTES AND LEGEND TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO. STUD MATERIAL: 2x No. 2 SPF, UNO. 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: NUMBER OF PLIES IN HEADER NUMBER OF KING STUDS (2),2x6.2:1 I NUMBER OF CRIPPLE STUDS L� SIZE OF DIMENSIONAL LUMBER PORCH/GLULAM BEAM O 1 -STORY THREADED ROD INDICATES GLAZING CLASSIFIED AS END ZONE. EZ 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. OVERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF A 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, NO LTT20B IS REQUIRED. OPLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST B WITH (2) MSTA24. FASTEN POST TO FOOTING WITH ABU66. USE 10d NAILS IN ALL HOLES. 2x6 NO.2 SYP LEDGER OC• 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. OFASTEN LAST STUD OF PROPOSED WALL TO EXISTING FRAMING WITH 10d NAILS AT 3" O.C. FASTEN TO EXISTING CMU WITH 1/4" X 6" TAPCONS AT 3" O.C. OSHEATH PORCH BOTTOM CHORDS/CEILING JOISTS WITH 7/16" OSB E FASTENED WITH 8d COMMON NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. OPLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST WITH (1) H3, USE 10d NAILS IN ALL HOLES. FASTEN POST TO FOOTING WITH RPBZ WITH (4) 1/4" X 1 3/4" TITEN SCREWS INTO EXISTING SLAB. DOUBLE 2X12 CEILING JOIST FOR RIDGE BEAM SUPPORT, UNO. ROOF RAFTER RIDGE BEAM ------------ CEILING JOIST COLLAR TIE OVER FRAME RAFTER. (2) 2x4 SYP COLUMN FOR RIDGENALLEY BEAM SUPPORT, •FASTENED TOGETHER WITH (1) ROW OF 8d NAILS AT 12" O.C. FASTEN RAFTER TO COLUMN WITH 18 GA STRAP WITH (9) 8d NAILS IN RAFTER, (9) 8d NAILS IN COLUMN. FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP WITH (9) 8d NAILS IN COLUMN, (9) 8d NAILS IN TOP PLATE/HEADER. a � 3 Q O O C7 0 (7 in (�') N N N w � O o w rr_ 0 z Q z m w � z O Ov w o a O U Uo w U) w w > a > o U) W r Il� N N W O U) z Q o O 55 w IY z qcl U U Z Z W N M w WR LL W In O v OW Q Q w > W N Z 00z U Z � Q O J � � Q Q � L o N 450 N N 04 � w 4) CL � o � U Q 0 Z V Z N� LL O O C 00 CVU M c0 c LLJ U � c cu as `o `o o U U_ILL U O rn� / L. N � (� N m c7 :3 LL m cu _N (D CO O Q 00-p fn N = O 5; GO N c) (j) Cc N O O y U [t cl) -) 0) \NAY0 /�F Flcx o � � ': 0 2 -C7: 3 ;m - •*- ' TAT F :� '•• •• t.1�\ Sheet S2,02 4 OF 6 7/16" OSB ROOF DECK FASTENED TO FRAMING WITH 8d RING SHANKS AT 6" O.C. ON EDGE AND 12" O.C. IN FIELD. SEE CONVENTIONAL FRAMING NOTES FOR RAFTER TO TOP PLATE FASTENING. (2) 2X6 NO. 2 SYP TOP PLATE FASTENED WITH (2) ROWS 10d AT 16" O.C. STAGGERED. MINIMUM 24" LAP WITH (12) 10d IN LAP. ALL THREAD CONNECTORS. SEE ALL -THREAD NOTES FOR INSTALLATION SPECIFICATIONS, SPACING AND EMBEDMENT. FASTEN 7/16" OSB W/ 8d @ 6" O.C. ON EDGES, 12" O.C. IN FIELD. 2X6 SPF STUDS AT 16" O.C. 2X6 NO. 2 SYP PT BOTTOM PLATE. APPLY 1/2" ANCHOR BOLTS WITH 6" MIN EMBEDMENT AT EACH SIDE OF BOTTOM PLATE SPLICES. SEE FOUNDATION PLAN FOR FOOTING SPECIFICATIONS. TYPICAL WALL SECTION 3/4 1 0 7/16" OSB ROOF DECK FASTENED TO FRAMING WITH 8d RING SHANKS AT 6" O.C. ON EDGE AND 12" O.C. IN FIELD. TRUSS TO TOP PLATE CONNECTION: H2.5A WITH (10) 8d NAILS FOR UPLIFTS LESS THAN 600 LBS. (2) H2.5A WITH (10) 8d NAILS EACH FOR UPLIFTS LESS THAN 1200 LBS. 2X8 PT SYP TOP PLATE. FASTEN TO BOND BEAM WITH 1/2" ANCHOR BOLTS AT 48" O.C. ANCHOR BOLTS EMBEDDED 6" INTO BOND BEAM. PLACE ANCHOR BOLTS WITHIN 6" OF SPLICES, AS REQUIRED. 1 COURSE CONTINUOUS BOND BEAM WITH (1) #5. 8"x8"x16" MASONRY BLOCK WALL. FILL CELLS VERTICALLY AT 4'-0" O.C. WITH 3000 PSI CONCRETE AND (1) #5 BAR, UNO. LAP VERTICAL REINFORCEMENT 30". SEE FOUNDATION PLAN FOR FOOTING SPECIFICATIONS. TYPICAL WALL SECTION 5 3/4" = 1 NOTES 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES, KINGS OR TOP PLATE. 2 TYPICAL HEADER FRAMIN 3/4 11-01. 2'-0" RAFTER 7/16" OSB SECTIONS. 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. PLACE 1/2" ANCHOR BOLTS PER THE TYPICAL WALL SECTION. DETAIL THING. SEE WALL 2x RAFTER. S E CONVENTIONAL FRAMING PLA FOR SIZE AND SPACING. 8 RS AT 24" O.C. FASTEN TO RAFTER AND WALL WITH (3) 10d D N (2) 2X4 NO.2x PLATE. SEE WALL D D 0 pD A 0 z M NOTES 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES, KINGS OR TOP PLATE. 2 TYPICAL HEADER FRAMIN 3/4 11-01. 2'-0" RAFTER 7/16" OSB SECTIONS. 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. PLACE 1/2" ANCHOR BOLTS PER THE TYPICAL WALL SECTION. DETAIL THING. SEE WALL 2x RAFTER. S E CONVENTIONAL FRAMING PLA FOR SIZE AND SPACING. 2X OUTLOOK RS AT 24" O.C. FASTEN TO RAFTER AND WALL WITH (3) 10d TOE -NAILS. N (2) 2X4 NO.2x PLATE. SEE WALL SECTIONS. w 6�OUTLOOKER D TAIL 3/4" = 1'-0" 2'-0" RAFTER 2X OUTLOOKERS AT 24" O.C. FASTEN TO RAFTER AND WALL WITH (3) 10d TOE -NAILS. 7/16" OSB HEATHING. SEE WALL SECTIONS 2x RAFTER. SEE CONVENTIONAL FRAMING PLAN FOR SIZE AND SPACING. (2) 2x4 NO. 2 SYP TOP PLATE FASTENED WITH (2) ROWS 10d AT 16" O.C. STAGGERED. MINIMUM 24" LAP WITH (12) 10d IN LAP KNEE WAL : 2X4 STUDS AT 16" O.C. FASTEN TO TOP PLATE WITH (2) 10d TOE -NAILS. FASTE'N STUDS TO BEAM WITH MST 18 ALTERNATING EACH FACE OF THE WALL. BEAM/HEA ER. SEE PLAN FOR SIZE AND PLIES. _ OUTLOOKER DETAIL G EDGE OF ALL THREAD WASHER MUST BE WITHIN 3" OF THE HEADER KING STUD, TYP BOTH SIDES OF OPENING. TOP PLATE TO GARAGE HEADER Hl ; 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 AND PLIES. 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. LTTI31 FOR GARAGE HEADER CRIPPLES. ALL HOLES FILLED WITH 10d NAILS. GARAGE SLAB 3 TYPICAL GARAGE OPENING DETAIL 3/4" 1'-0" 7/16" OSB ROOF DECK FASTENED TO FRAMING WITH 8d RING SHANKS AT 6" O.C. ON EDGE AND 12" O.C. IN FIELD. TRUSS TO TOP PLATE CONNECTION: H2.5A WITH (10) 8d NAILS FOR UPLIFTS LESS THAN 600 LBS. (2) H2.5A WITH (10) 8d NAILS EACH FOR UPLIFTS LESS THAN 1200 LBS. 2X8 PT SYP TOP PLATE. FASTEN TO BOND BEAM WITH 1/2" ANCHOR BOLTS AT 48" O.C. ANCHOR BOLTS EMBEDDED 6" INTO BOND BEAM. PLACE ANCHOR BOLTS WITHIN 6" OF SPLICES, AS REQUIRED. 1 COURSE CONTINUOUS BOND BEAM WITH (1)#5. 8"x8"x16" MASONRY BLOCK WALL. FILL CELLS VERTICALLY AT 4'-0" O.C. WITH 3000 PSI CONCRETE AND (1) #5 BAR, UNO. LAP VERTICAL REINFORCEMENT 30". SEE FOUNDATION PLAN FOR FOOTING SPECIFICATIONS. - TYPICAL WALL SECTION 3/4 11-01, u � a d a a a d o e a c 11, 4 ROPOSED OPENING 3/4 11-01, r m 2x No.2 PT SYP WINDOW BUCKS N N Il l C12 FASTENED TO ALL SIDES OF N o o N w N OPENING WITH SIMPSON 1/4"x3" o w w 0 #5 BAR EMBEDDED 8" INTO a 0 z M CONCRETE BOND BEAM AND 25" z W w ¢ W INTO FILLED CELL O v z WQ > L: W Z w � 4 VERIFY EXISTING FILLED CELL. w z° 2 N IF NOT USE 3000PSI CONCRETE .O '2 W g M Cr FILLED INTO CMU CELL w/ 1 #5 z O Ov � w EXISTING CONCRETE BOND o a_ o U BEAM � U o w � .• co w Z) D_ - (7 : 932 ; 7o - D ' AT 2x No.2 PT SYP WINDOW BUCKS Lo M Co CD C12 FASTENED TO ALL SIDES OF � o N Z N OPENING WITH SIMPSON 1/4"x3" ch w o 0 TITEN SCREWS AT 12" O.C. ALL a Q ¢ M SIDES OF OPENING. z W w LL W O� O v O WQ > rn W Z 0 � 4 VERIFY EXISTING FILLED CELL. w z° - N IF NOT USE 3000PSI CONCRETE 0 '2 W �- M Cr FILLED INTO CMU CELL w/ 1 #5 O Y N BAR � REMOVE BLOCK FOR NEW OPENING. #5 BAR 25" INTO FILLED CELL AND DRILLED AND EPDXIED 8" INTO EXISTING FOOTING EXISTING CMU WALLS EXISTING STRIP FOOTING BELOW PROPOSED MASONRY WALL EXISTING MASONRY WALL #5 REINFORCEMENT, DRILLED AND EPDXIED USING SIMPSON SET ADHESIVE. PLACE ONE BAR AT THE TOP COURSE, ONE AT MID HEIGHT AND ONE AT THE BOTTOM COURSE. CELLS IN THE PROPOSED AND EXISTING WALLS MUST BE FILLED. MINIMUM EMBEDMENT INTO EXISTING WALL AND PROPOSED WALL IS 6". MINIMUM EDGE DISTANCE OF REINFORCEMENT IS 3". MINIMUM HORIZONTAL SEPARATION OF BARS IS 3". #5 VERTICAL BAR AT CELLS ADJOINING EXISTING CMU WALL. #5 VERTICAL BAR DRILLED AND EPDXIED INTO EXISTING STRIP FOOTING. EMBED 8" INTO EXISTING AND LAP WITH END VERTICAL 25". SEE FOUNDATION PLAN FOR FOOTING SPECIFICATIONS. 9 MASONRY WALL CONNECTION 3/4" 1'-0" U C Lo M Co CD U U � o N Z Z ch C w W CL N b Q ¢ M W W w LL W O� 0 v O WQ > W m W Z 0 � 4 v Z x U m ca z Q Q 0 '2 W �- M Cr O Y N Q � Q C7 O U C Lo M Co CD Lo!� � o N aU N C w >> U2 CL N 454) L U Q ¢ c� ca D U C Lo M Co Lo!� � - w¢ aU w co m c o .oo� U U (Q O u') U (D(DJ +� 0 7 LL C ca _ x U m ca CD 00 < '2 W �- Nvii M Cr O Y N O U V C) m C) C7 O � .• 2 ; WO •: • m- - (7 : 932 ; 7o - ' AT O•. . Sheet S3.01 WATERPROOFING BY OTHERS OPENINGS GO TO BOND BEAM. 2x No.2 PT SYP WINDOW BUCKS FASTENED TO ALL SIDES OF OPENING WITH SIMPSON 1/4"x3" TITEN SCREWS AT 12" O.C. ALL SIDES OF OPENING. FILL ALL CELLS ADJACENT TO OPENINGS WITH 3000 PSI CONCRETE AND (1) #4 BAR. BEND INTO TOP COURSE BOND BEAM 12". �— 5tt 1-UUNUA I IUN ULAN 1 -UK FOOTING SPECIFICATIONS. TYPICAL MASONRY OPENING 1 O 3/4" = -0" st #5 BAR WITH 8" BEND AT TOP TOP OF CMU WALL 8" CONCRETE LINTEL WITH (1) #5 BAR CONTINUOUS FILLED CEL WITH (1) #5 BAR CONTINUOUS. #5 BAR DRILLED AND EPDXIED WITH MIN. 25" LAP AND MIN. 6" EMBED ° d W T N n It 0 m CD M n W W 0 W E In O 00 zt ° � 4 ° a a Q d a n ° Qi a ° = LL C u t c's N IC -0) n Q m O m0D 72 = 00 M > 3 N y N OC U � O M O ° �k�Q:'••• •••'•.•9 ad a d No. •; S �.c� '•.• RIOP;. �` •. ••• ° Irl OPENINGS GO TO BOND BEAM. 2x No.2 PT SYP WINDOW BUCKS FASTENED TO ALL SIDES OF OPENING WITH SIMPSON 1/4"x3" TITEN SCREWS AT 12" O.C. ALL SIDES OF OPENING. FILL ALL CELLS ADJACENT TO OPENINGS WITH 3000 PSI CONCRETE AND (1) #4 BAR. BEND INTO TOP COURSE BOND BEAM 12". �— 5tt 1-UUNUA I IUN ULAN 1 -UK FOOTING SPECIFICATIONS. TYPICAL MASONRY OPENING 1 O 3/4" = -0" st #5 BAR WITH 8" BEND AT TOP TOP OF CMU WALL 8" CONCRETE LINTEL WITH (1) #5 BAR CONTINUOUS FILLED CEL WITH (1) #5 BAR CONTINUOUS. #5 BAR DRILLED AND EPDXIED WITH MIN. 25" LAP AND MIN. 6" EMBED 11 MISSED DOWN RO 3/4" = l'-0" REPAIR 2'-0" RAFTER 2X OUTLOOKERS AT 24" O.C. FASTEN TO RAFTER AND WALL WITH (3) 10d TOE -NAILS. 7/16" OSB SHEATHING. SEE WALL SECTIONS. 2x RAFTER. SEE CONVENTIONAL FRAMING PLAN FOR SIZE AND SPACING. (2) 2x6 NO. 2 SYP TOP PLATE FASTENED WITH (2) ROWS 10d AT 16" O.C. STAGGERED. MINIMUM 24" LAP WITH (12) 10d IN LAP. KNEE WALL: 2X6 STUDS AT 16" O.C. FASTEN TO TOP PLATE WITH (2) 10d TOE -NAILS. FASTEN STUDS TO TOP PLATE WITH H3. CMU WALL BELOW. SEE SECTION 5/S3.01. 0 EL a. m N LI1 N N > O W O Q' r z Q z w L: � z 0 OU w o a O U LL U W 0 U) w a w > > 52 w I,- co Il- N N O N a � o z 0 > 6 w z N U Z U Z cy) W T N n It 0 m CD M W >O W z Z Q W W 0 W E In O 00 zt d � � ° a a Q d a a ° Qi a -0 = LL C u t c's N IC -0) 9) aa)) Q m O m0D 72 = 00 M > 3 N y N OC U � O M O ° �k�Q:'••• •••'•.•9 ad a d No. •; S �.c� '•.• RIOP;. �` •. ••• G Irl 11 MISSED DOWN RO 3/4" = l'-0" REPAIR 2'-0" RAFTER 2X OUTLOOKERS AT 24" O.C. FASTEN TO RAFTER AND WALL WITH (3) 10d TOE -NAILS. 7/16" OSB SHEATHING. SEE WALL SECTIONS. 2x RAFTER. SEE CONVENTIONAL FRAMING PLAN FOR SIZE AND SPACING. (2) 2x6 NO. 2 SYP TOP PLATE FASTENED WITH (2) ROWS 10d AT 16" O.C. STAGGERED. MINIMUM 24" LAP WITH (12) 10d IN LAP. KNEE WALL: 2X6 STUDS AT 16" O.C. FASTEN TO TOP PLATE WITH (2) 10d TOE -NAILS. FASTEN STUDS TO TOP PLATE WITH H3. CMU WALL BELOW. SEE SECTION 5/S3.01. 0 EL a. m N LI1 N N > O W O Q' r z Q z w L: � z 0 OU w o a O U LL U W 0 U) w a w > > 52 w I,- co Il- N N O N a � o z 0 > 6 w z N U Z U Z cy) W T N n It 0 m CD M W >O W z Z Q W W 0 W E In O 00 zt LL v a w v z J � � Q a � Q N � U C N u (n0 T Lf) N T 0 N n It .00 m CD N N mW DC7 pU' �o D U Q 0 U C N u (n0 � Lf) N C — W Q a U � N m m �v 0 �L �L OO U LL LL am U N � U M Qi m J -0 = LL C u t c's N IC -0) 9) aa)) Q m O m0D 72 = 00 M > r In N y N OC U � O M O ``1111111//// �k�Q:'••• •••'•.•9 I F O : • No. •; S �.c� '•.• RIOP;. �` •. ••• G Irl / / &%-22-jl& 11 Sheet S3.02 6 OF 6