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594 COASTAL OAK LN - PERMIT RES18-0179s� 1j H E 3656 5H 3056 SH t SILL C 2'-6" AFF SILL (0 2'-6" AFF 0W NEF\)15 5 UITE 21'-0" X 14'-2" 10' CLG. 2W FR. DR. II U II II it II II II II II li u� , II EXTEND -- D 3.. 1 L1 \N/ \I10 i I 14'-0" X 29'-5" I I 10'-1 �?L. HT. 1 II II 4x4 P.T.POST WRAPPED TO 12x12 II II 3'-0" LG GAS 5- 12'-0" STUB rAN'LESS LL 8-2 X10-0 � ❑ _ G 5 WH 1'-10" 0" 7-2" 5' 0:. 5'-5�" PORCH ROD & SHELF ISOKERN WOOD FIREPLACE LL UP 19 RISERS 7 15/32" 10" RUN TMPRD GL5 L' 0DIE S(� -------- 14'-0" X 12' 0" 10' CLG. x I4L o WIC WALL 2650 SH 2650 5H ENCL. OVER 3°56 5H HEADERCIL ILL C 5'-0" AFF SILL Cad 3'-0" AFF SILL * 3-0" AFF 42"h WALL 5H R&R 5H �I L WALLS BETW E TO BE COVERH BOARD ON GJR} I I I II T Mt7RD TMr1RD I 1'11" I „ DBL. 1610' X680 GA5. W X ISI HEAD RKT� LND1�Y L ' `'' 1 O lol =STANI)IN6 = 36"GAS) CL6 OOKTOP OVENS=---� ROD & SHELF 10 GLG. iv ® N°J/ O HEADER C 8' VENT 3'-0" LG 3'-5" 5- 12'-0" 5c 10 C . T-4, " LL 8-2 X10-0 � ❑ _ 4080 OY 1� 10' CLO. RISE 6 :" 1 -Io:, 1'-10" 0" 7-2" 5' 0:. 5'-5�" PORCH 4 ISOKERN WOOD FIREPLACE = UP 19 RISERS 7 15/32" 10" RUN TMPRD GL5 L' 0DIE S(� -------- 14'-0" X 12' 0" 10' CLG. x I4L o 2°3° SH 2650 SH 2650 5H ENCL. OVER 3°56 5H HEADERCIL ILL C 5'-0" AFF SILL Cad 3'-0" AFF SILL * 3-0" AFF 42"h WALL 5H R&R 5H SILL 0 2'-6" L WALLS BETW E TO BE COVERH BOARD ON GJR} I I I II T Mt7RD TMr1RD AFF 1'11" 3'-7"<� „ DBL. 1610' GA5. ISI HEAD i U � D LND1�Y LU O lol =STANI)IN6 = 36"GAS) CL6 OOKTOP OVENS=---� 10 GLG. iv N°J/ O VENT =D HOOD STUDY �2 C" 5 Ct p ° OWNER �j ~' LPRI) c` �) 10'-0" X 13'-0" ------- ------- Q ©O MICR —----- DRAW BATH 10' CLG. W II iii a i � i 2646 SH i i 2'-4' :-8�: — — — — — _ — — — — — O' CLG. OHC Q O UHC a L---- J N i c' �__—� SILL 0) 3'-6" AFF 9 PKEPLUMB n SINK �A O O O O O 46"h WALL W/ CA' 3056 SH 3056 5H MDR ' <S 8'-2" T-2" 20'-7" C/�LCULATION5 5- 3'-10" 5c 10 C . T-4, " LL 8-2 X10-0 � ❑ _ 4080 OY 1� 10' CLO. RISE I KITCHEN 0 I I= 4 5H o o x6 LL 190"�c PORCH 4 ISOKERN WOOD FIREPLACE = UP 19 RISERS 7 15/32" 10" RUN FAMILY P00 M 20'-0" X 191-11, 10' CLG.DINING L' 0DIE S(� -------- 14'-0" X 12' 0" 10' CLG. x I4L o 174 TOTAL COVERED 5002 COATS MUD BENCH "t I ow HEADERCIL L Z - P5UM WALL 5H R&R 5H ��-------�----- L WALLS BETW E TO BE COVERH BOARD ON GJR} I I I II N GARAGE AND RESIDEN w/ " MINIMUM G GE SIDE OF 5TU I , I 1'11" 3'-7"<� BARTOP OVER 35"h WALL 23'-4" 9:: 15'-2" i I I F01\CH 8'-0" X 2G' o I 1 10'-1 PL. HT. i I I Q i 12X12 CMU COLUMN (TYP) I I I I I I I I I ( K I I w 10' CLG. 3°8° PKT OR, DOOR IS 13/8" MIN. LAFEP/w SOLID CORE OR 20 I w r WIG>P. ( I ' __—� MINUTE FERE RATED C/�LCULATION5 IST FLOOR LIVING 2356 0 LL 8-2 X10-0 r — —i o I KITCHEN 0 I I= 767 PORCH 4 GA5 = 0 - L' 0DIE S(� -------- I I PREPLUMB x I4L o 174 TOTAL COVERED 5002 11� MUD BENCH "t I ow HEADERCIL COUNTER n �I ��-------�----- L y I I SUMMER KITCHEN 1'11" 3'-7"<� „ DBL. 1610' GA5. ISI MUD i U � D LND1�Y STI lol 10' CLG. = I I ( K I I w 10' CLG. 3°8° PKT OR, DOOR IS 13/8" MIN. LAFEP/w SOLID CORE OR 20 I w r WIG>P. ( I ' __—� MINUTE FERE RATED 14'-0" 43"h SCREEN WALL 24'-9" pMENT COMM�NI�V DEO � ED PppR A/CANi- COMP. COMP. Gq� 48"h SCREEN WALL 12'-9" 85'-3" 15t FLOOR FL�N NOTE TO FFI \MEF\: EXTERIOR WALLS INSET 1/2" FROM SLAB EDGE a� GAF\AGE 23'-10" X 21'-7" 10'-1 g' PL. HT. GAKAGE 20'-10" X 9'-0" 101$" PL. HT. 96 p GONC. STOOP TANKLESS GAS WH GA5 51UB 21'-10" �c 3°56 5H 511_L 0 2'-6" AFF 0 0 G <- 0z w � 0 C/�LCULATION5 IST FLOOR LIVING 2356 0 LL 8-2 X10-0 TOTAL LIVING o I KITCHEN 0 I I= 767 PORCH 4 GA5 180 0 13. iSOKERN WOOD FIREPLACE 14. MUD BENCH W/ UPPER CUB51ES1 RELOCATE I I PREPLUMB 1 174 TOTAL COVERED 5002 10' CLG. REVISIONS = I I COUNTER STUB 1 L y I I SUMMER KITCHEN �� „ DBL. 1610' GA5. CAB. i U � D LND1�Y W/VFNTCDHOOD = 36"GAS) CL6 OOKTOP OVENS=---� 10 GLG. iv N°J/ VENT =D HOOD �i Ct p GASP c` �) ------- ------- Q ©O MICR —----- DRAW ----+ �' W II iii a i � i 2646 SH i i — — — — — _ — — — — — OHC Q O UHC a L---- J N c' �__—� SILL 0) 3'-6" AFF �A FNTf�Y 46"h WALL W/ CA' 3056 SH 3056 5H I STU <S 10' CLG. _ Tt. GAS 5TU13 SILL Cad 2'-6" AFF SILL Cab 2'-6" AFF 4'X4' FOR FUTURE OUTDOOR FIRE PIT 2'-10° 3'-6" 24Y -SHOWER `r GENERATOR 5 SH 5'10"h LOUVERED DAR SCREEN WAL 14'-0" 43"h SCREEN WALL 24'-9" pMENT COMM�NI�V DEO � ED PppR A/CANi- COMP. COMP. Gq� 48"h SCREEN WALL 12'-9" 85'-3" 15t FLOOR FL�N NOTE TO FFI \MEF\: EXTERIOR WALLS INSET 1/2" FROM SLAB EDGE a� GAF\AGE 23'-10" X 21'-7" 10'-1 g' PL. HT. GAKAGE 20'-10" X 9'-0" 101$" PL. HT. 96 p GONC. STOOP TANKLESS GAS WH GA5 51UB 21'-10" �c 3°56 5H 511_L 0 2'-6" AFF 0 0 G <- 0z w � 0 3056 5H SILL @ 2'-6" AFF MECHANICAL EQUIFMENT NOTES: F13C-8502.5.2: DUCTS IN GARAGE SHALL BE MIN 26 GAGE SHEET STEEL WITH NO OPENINGS INTO GARAGE ALLOWED. FBC-R, M1505.1.1: MIN 4" CLEARANCE REQUIRED AROUND ALL SIDES OF MECHANICAL EQUIPMENT AND COMPONENTS, INCLUDING DUCTS, WITH THE TOTAL WIDTH OF THE ENCLOSING SPACE BEING AT LEAST 12" WIDER THAN THE FURNACE OR AIR HANDLER GROUND -MOUNTED MECHANICAL UNITS SHALL BE ANCHORED IN ACCORDANCE WITH FBC-R, SECTION M1507.2. C/�LCULATION5 IST FLOOR LIVING 2356 0 1118 TOTAL LIVING o 0 0 7. ENLARGE CAFE WINDOWS 767 PORCH 4 10. GARAGE SVC. DOOR 180 0 13. iSOKERN WOOD FIREPLACE 14. MUD BENCH W/ UPPER CUB51ES1 RELOCATE w 1 174 TOTAL COVERED 5002 w REVISIONS = 3056 5H SILL @ 2'-6" AFF MECHANICAL EQUIFMENT NOTES: F13C-8502.5.2: DUCTS IN GARAGE SHALL BE MIN 26 GAGE SHEET STEEL WITH NO OPENINGS INTO GARAGE ALLOWED. FBC-R, M1505.1.1: MIN 4" CLEARANCE REQUIRED AROUND ALL SIDES OF MECHANICAL EQUIPMENT AND COMPONENTS, INCLUDING DUCTS, WITH THE TOTAL WIDTH OF THE ENCLOSING SPACE BEING AT LEAST 12" WIDER THAN THE FURNACE OR AIR HANDLER GROUND -MOUNTED MECHANICAL UNITS SHALL BE ANCHORED IN ACCORDANCE WITH FBC-R, SECTION M1507.2. 5'-0" 50\. ATG. C/�LCULATION5 IST FLOOR LIVING 2356 0 1118 TOTAL LIVING 3474 0 6. RECONFIGURE FNTRY/BUTLR SPACE 7. ENLARGE CAFE WINDOWS 767 PORCH HOOD 10. GARAGE SVC. DOOR 180 0 13. iSOKERN WOOD FIREPLACE 14. MUD BENCH W/ UPPER CUB51ES1 RELOCATE 407 DECK 174 TOTAL COVERED 5002 w REVISIONS = L y 0; 5'-0" 50\. ATG. C/�LCULATION5 IST FLOOR LIVING 2356 2ND FLOOR I IVIN(� 1118 TOTAL LIVING 3474 GARAGE 6. RECONFIGURE FNTRY/BUTLR SPACE 7. ENLARGE CAFE WINDOWS 767 PORCH HOOD 10. GARAGE SVC. DOOR 180 LANAI 13. iSOKERN WOOD FIREPLACE 14. MUD BENCH W/ UPPER CUB51ES1 RELOCATE 407 DECK 174 TOTAL COVERED 5002 VOLUME OF CONDITIONED SPACE 34,507 -N U hN 1. DOORS AND WINDOWS ARE APPROXIMATE FINISHED SIZES; REFER TO MFG'S SPECIFICATIONS FOR ROUGH OPENINGS PRIOR TO FRAMING 2. BUMF GARAGE 9' OUT, 6' OVERHEAD DOOR 3. REMOVE DINING AND BUTLR COLUMNS 4. EXTENDED LANAI 5. SQUARE OFF SITTING IN OWNERS SUITE 6. RECONFIGURE FNTRY/BUTLR SPACE 7. ENLARGE CAFE WINDOWS 8.46"h WALL W/ CAP AT LANAI 9. PREPLUMB SUMMER KITCHEN W/ VENTED HOOD 10. GARAGE SVC. DOOR 11.OUTDOOR SHOWER 12. FR. DOOR FROM OWNERS SUITE TO LANAI 13. iSOKERN WOOD FIREPLACE 14. MUD BENCH W/ UPPER CUB51ES1 RELOCATE 15. FREFLUMB 51NK IN STUDY 16. 22kw GENERATOR W/ AUTO TRANSFER SWITCH 17. LINE UP OWNERS SUITE WALL W/ FAMILY ROOM WALL 18. GAS STUB FOR FUTURE FIRE PIT REVISIONS wow RIVERSIDE HOMES Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.mytiversidehome.com Lot 145 Atlantic Beach Country Club Cury Residence 1st Floor Plan 594 Coastal Oak Lane Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 03.29.2018 A 11 Scale 1/4" = 1'-0" �.��Hat�teras�-Bof0 Mod. 1 1 Written dimen5iorn5 Shall have precedence over Scale dimen5ion5. Contractors Shall verify and be re5pon5ible for dimensions and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 AIA BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 12627 San Jose Blvd _ Sure 702 orrheast Jaclisonvnlle, FL 32223 F.�-ice Dee�gn, zn�. 904.260.3319 —_— _ CTS------� C ----I F---- -- -- PITCH E K I ii I j 4.511 7; ❑ II I '2 II I ❑ II--------- — ICCr----- CI L_-1 L II II j1 II II II L— ------------------------ ----- —I -----�-------� II II L_L� GJ—I =IQ � W SY m 8:12 4.5:12 n Ii u N II u7 I_ -L, NinTF S i,AY FOAM ATTIC INSULATION - NO VENTING REQUIRED -- C=7�—❑ lP [;-F:::- —-L�-- ��---C---� I PITCH _L 1. DOORS AND WINDOWS ARE APPROXIMATE FINISHED SIZES; REFER TO MFG'S SPECIFICATIONS FOR ROUGH OPENINGS PRIOR TO FRAMING REVISIONS BUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR � BREAK I II II THE PRODUCTS THEY PROVIDE OR INSTALL II II �1 I 111 AN ORNAMENTAL PATTERN SUCH THAT A I� II I II c�a I S I 1A 4" DIAMETER SPHERE CANNOT PASS THROUGI-L I I I I THE GUARDRAIL CONSTRUCTION SHALL BE ABLE TO RESIST A LOAD OF 20 L135 PER LINEAL FOOT APPLIED ,8:12 RIDGE HORIZONTALLY ALONG THE TOP RAIL I L II —_ -- °fd I GUARDRAILS SHALL NOT DE NOT PA55 _--__— �2Li ��li li II RIDGE t 8:12 w _ 6" SPHERE ,I4. AT STAIR TREAD, RISER, & MAY NOT PA55 BOTTOM SHALL DE SUCH __—_____--- - THAT A 6" DIAMETER CRI 0-/ LL= _ _ I r❑� LI m �Ey---------- I ---- L---- -----QI us — — — - FL i r -L II LV F------ I 8:12 j 8:12 I I �,�•' I I i I Ir------� I u II i I IL ------ II PITCH Irl, —LL BREAK II ❑ CJL-------------- ---- II n I I II C=J L� rjl N tirp I I I d GOOF FLAN SCALE:8 = 0 W LJ 4.5:12 812 ,12 n L� ¢ Q 4.5:12 PITCH GENERAL STAIR DETAIL SCALE: N.T.S. "STAIR NOTES: ACTUAL DIMEN51ON5 WILL VARY DEPENDING ON FIELD CONDITIONS, FLOOR COVERINGS, AND/OR VARIANCE5 IN CONSTRUCTION MATERIAL. ACTUAL CONSTRUCTION MUST COMPLY W' 8311.7 OF THE FLORIDA BUILDING CODE, RESIDENTIAL. MAXIMUM RISER HEIGH : 7-3/4" MINIMUM TREAD DEPTH: 10" (NOT INCLUDING NOSING) MAXIMUM RISER HEIGHT VARIATION: 3/8" (ENTIRE FLIGHT) MINIMUM STAIR WIDTH: 36" MINIMUM 'HEADROOM CLEARANCE: 6-8" (ABOVE NOSING) "HANDRAIL NOTES: ACTUAL CON57PUCPON MUST COMPLY W/ 8311.7.7 OF THE FLORIDA DUILDING CODE, RESIDENTIAL. HANDRAILS SHALL NOT BE LESS THAN 34" OR MORE THAN 38" IN HEIGHT ABOVE THE STAIR NOSING. HANDRAILS SHALL 5E CONTINUOUS PER FLIGHT OF STAIRS. HANDRAILS SHALL DE 11/2" CLEAR OF ALL ADJACENT FINISH MATERIAL5 AND ENDS SHALL RETURN TO WALL OR TERMINATE IN NEWEL POSTS OR SAFE TERMINALS. HANDRAILS SHALL 3E 11/4"-2" IN CRO55 SECTIONAL DIMENSION, OR APPROVED EQUIVALENT, AND EDGES SHALL HAVE A MIN RADIUS OF 0.01". HANDRAIL CONSTRUCTION SHALL DE ABLE TO RES15T A LOAD OF 200 LBS APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP RAIL STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL 1. DOORS AND WINDOWS ARE APPROXIMATE FINISHED SIZES; REFER TO MFG'S SPECIFICATIONS FOR ROUGH OPENINGS PRIOR TO FRAMING REVISIONS BUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR F� THE PRODUCTS THEY PROVIDE OR INSTALL OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERN SUCH THAT A 4" DIAMETER SPHERE CANNOT PASS THROUGI-L THE GUARDRAIL CONSTRUCTION SHALL BE ABLE TO RESIST A LOAD OF 20 L135 PER LINEAL FOOT APPLIED HORIZONTALLY ALONG THE TOP RAIL 4"SPHERE GUARDRAILS SHALL NOT DE NOT PA55 LESS THAN 36" IN HEIGHT. TFROUGH THE TRIANGULAR OPENINGS 6" SPHERE AT STAIR TREAD, RISER, & MAY NOT PA55 BOTTOM SHALL DE SUCH THROUGH THAT A 6" DIAMETER SPHERE CANNOT PASS THROUGH. DrlGnrl N n UNj1 oEVEI.o?07 APPROVED v Ea 4n' -r, 2N[) FLOOf� FL/�N INU,IhN 1. DOORS AND WINDOWS ARE APPROXIMATE FINISHED SIZES; REFER TO MFG'S SPECIFICATIONS FOR ROUGH OPENINGS PRIOR TO FRAMING REVISIONS RIVE2.IF V on an X SIDE HOMES Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.mytiversidehome.com Lot 145 Atlantic Beach Country Club Cury Residence Roof Plan/ 2nd Floor Plan 594 Coastal Oak Lane Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 03.29.2018 A2 Scale 1/411 = 11-011 of ^ Plan Hatteras- B Mod. l�, Written dimen5ion5 Shall have precedence over Scale dimen5ion5. Contractors Shall verify and be re5pon5ible for dimen5ion5 and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 A1A BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 12627 San Jose Blvd T Suite 702 ortheasr Jacksonville, FL 32223 Florida Design, Inc. 904,260.3319 62-0" 2'- 27-2" GAS H.B. STJB TANKLEGA5 WH 55 ----- — — — — --------------1----------I— 7 L _ TANKLE55� GAS— — — — GAS WH tUB ' J --- — — — — H.B. S 4 r 15'4" 2'-61' 14'-0" 24'-9" 1" 3=C 85'-4" FOUNPATION LAYOUT NnTF- FOUNDATION LAYOUT FOP CONCRETE FORMING AND FLUM13ING LOCATION REFERENCE ONLY. EFER TO ASSOCIATED ENGINEERING DRAWING FOR FOOTER LOCATIONS AND DETAILS. 'COMMUNITY DEVELOPMENT APPROVE NU•1EN 1. REFER TO SLIDING GLASS DOOR MANUFACTURERS SPECIFICATIONS FOR ANY -----� L-----------------� L---------- --------------------w----- — -' L � — ---J 6. FREPLUMB SUMMER KITCHEN L-------- 8.OUTDOOR SHOWER i N 10. GENERATOR 11. LINE UP OWNERS SUITE WALL W/ FAMILY ROOM WALL 12. GAS 5TUF3 FOR FUTURE FIRE IIT REVISIONS r ----------\--STEM ----- -----_— -- r, ------------------7I— \\ /L I --- HEAD ,�—----------I—r \ / /�\ —I rCFF-FF --------- L I I ( WALL I I I I I I I I I I ITANDING TJa E? f ROVIDF�/6" I I I J FOUNDATION ��/ `� ��Aa/KECE55 I L I ( I I I I I I F -0t SHOWER i I I I I 2 '- ;" 2'-6 WOOD DECK JOISTS I I I r PER ENGINEERING l i I IL-------------------- l I r --I r--------------1 r—, ---� L---� L--------------, PREPLUMa _ I I j LL -, SINK I o 0 o a IL----- -------- ---� N I v I I THICKENED 6r,r 2-5" EDGE MONO 51_Aa) I I-------------- r I - ________ __—__—_ ---_—_--------___ _________—_______ ___---_--_—_-------------------- _-7II I IT---------------- ----ir------------ 17T L CII `\v_ i I 14' ca° I I I I I I 1 L_ _J I l i Li I I] I I I _ r 1 I I I I—� r� j I I I IL -- ------------------ALJ — — I �N I I I I I I I x'`2'2' 124" 6-2" I I� I I I I = _ I TI I I I L------------------ i____________________� L ------- i L--------- I= J I — — — --- ---------� I I N I I+ ------- 24'-4" I I 4" CONC. SLAG W1 FIBERMESH OR I I - 6x6x10 W.W.M. ON 6 MIL. VISQUEEN ( n — — — — — — — I OVER CLEAN, WELL COMPACTED FILL I I n SLOPE a 1 /� MIN. i Q 6) 4° CONC. SLAB I I WOOD DECK JOISTS n I PER ENGINEERING I 2'->' C�1 N J LJ Ls ---J I EJ_ I -ele• � I THICKENED ii �` v1 s iiI EDGE (MONO SLAB) I SLOPE I I I SINK –'P15 -- +- 1% MIN._ Q � ��B I PREF LUMD I I I i 1 I I F1 I I SUMMER I KITCHEN I STEM WALL j �___� _ I i LI � -- ' i �`--_-I TL C------------------ _ GAS ( FOUNDATION 1 I 1 REF. I GA5 ---� I I I I I° I rril L_ 11 ��11 --- STUB ----- --- I------------- 1 1I i STUB — — — — — �— II i i W — — — I I � �-N � I ITS I— — I I O -------- ------- I I I ---� r------------ I I r-------� — —� r� r— ---�--------------- --- -------� L — — —------FORFUTURE-- GAS STUB— ——— — — — — — — — — — — — — — — — — — — — — — — 2-112" 4'-0, FIRE PIT T 0" 10'-r, 6_4,: i I OUTDOOR I — I-------- --� ISHOWER GENERATOR — — -- L-------------------------� L-- — — — — — — — — — — — I i I SLOPE I MIN. \11 = I� AIC 1� A/C COMP.i COMP. I---------------------------� L__ ---_-J L ------- J N `N L _ TANKLE55� GAS— — — — GAS WH tUB ' J --- — — — — H.B. S 4 r 15'4" 2'-61' 14'-0" 24'-9" 1" 3=C 85'-4" FOUNPATION LAYOUT NnTF- FOUNDATION LAYOUT FOP CONCRETE FORMING AND FLUM13ING LOCATION REFERENCE ONLY. EFER TO ASSOCIATED ENGINEERING DRAWING FOR FOOTER LOCATIONS AND DETAILS. 'COMMUNITY DEVELOPMENT APPROVE NU•1EN 1. REFER TO SLIDING GLASS DOOR MANUFACTURERS SPECIFICATIONS FOR ANY REQ'D SLAB RECESS PRIOR TO ROURING CONCRETE 2. BUMP GARAGE 9' OUT, 6' OVERHEAD DOOR 3. EXTENDED LANAI 4. SQUARE OFF SITTING IN OWNERS SUITE 5. RECONFIGURE F NTRY/BUTLR SPACE 6. FREPLUMB SUMMER KITCHEN 7. GARAGE SVC. DOOR 8.OUTDOOR SHOWER 9. FREFLUMB SINK IN STUDY 10. GENERATOR 11. LINE UP OWNERS SUITE WALL W/ FAMILY ROOM WALL 12. GAS 5TUF3 FOR FUTURE FIRE IIT REVISIONS 0 H1 KIVER,SIDEAN. an a HOMES Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.myiiversidehome.com Lot 145 Atlantic Beach Country Club Cury Residence Foundation Layout 594 Coastal Oak Lane Atlantic Beach, Fl. 32233 (OmmDrawn By ARJ Sheet Date 03.29.2018 A3 Scale 1/4" = 1'-0" of 10Plan Hatteras- B Mad. Written dimen5ion5 shall have precedence over Scale dimen5ion5. Contractors shall verify and be, responsible for dimen5ion5 and coridltion5 of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 AIA BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 12627 San Jose Blvd - s Suite 702 = orffieast Jacksonville,l'' L 32223 Flo -.da Des904.260.3319 Q PLATE HEIGHT STPUCfURAL BRACKET TYP. BAHAMA SHUTTER FINISHED FLOOR STUCCO FINISH GRADE 12 4.5 � O N HAPDIE OP L 5IDING TYP. BAHAMA SHUTTER 20" OVERHANG PLATE HEIGHT DIMENSIONAL FIBEIP\GLA55 SHINGLES (TYf ) ✓ U _ u .-- _U.U - A.17 u .U, — a LJ- u_... UJ u- U - u .. -_ U - - U .:.V .. . STRUCTURAL BRACKET TYP.wx BAHAMA. SHUTTEP 48"h SCREEN WALL FINISHED FLOOD GRADE HAR PIE OR NICHIHA SIDING TYP. 1'Z STUCCO FINISH F1\ONT ELEVATION 12 —14.5 BUILDING HEIGHT PLATE HEIGHT 18" SHUTTER (TYP) FINISHED FLOOR PLATE HEIGHT 18" SHUTTER (fYP) 6" TRIM TYP. STUCCO FINISH FINISHED FLOOR O N — – – _ GRADE + 7. COMMUNITY DEVELOPMENT 'PROVED DIMENSIONAL i, FIBERGLASS SHINGLES ("YP) DORCHESTER 50 -2326 -TC CHIMNEY CAP TYP. 12 1` I I 1 l11 I i li11 I III 11 I I II I( I I II I I I II I( 1! li I I 1 1 li I I I I II I I I II I I 1 1 II I I I I I I 1 1 II _ I–(_1LIJJ�JJ_JL -- –_ __ __ –_ _ 12 RIGHT SIDE ELEVATION PLATE HEIGHT FINI5HEP FLOOR _ – PLATE HEIGHT 20" OVERHANG FINISHED FLOOR 4 GRADE N NU ES 1. BUMF GARAGE 9' OUT, 0 OVERHEAD DOOR 2. SQUARE OFF SITTING IN OWNERS SUITE 3. I50KERN WOOD FIREPLACE REVISIONS lea P IVER.SIDE I 10MES Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www. myi iversideliome. coni Lot 145 Atlantic Beach Country Club Cury Residence Elevations 594 Coastal Oak Lane Atlantic Beach, Fl. 32233 Drawn By RJ Sheet Date 03.29.2018 A4 Scale 1/411 = 1'-0" of Plan Hatteras- B Mod. 10 Written dimen5ion5 Shall have precederce over reale dimen5ion5. Contractors Shall verify and be re5pon5ible for dimen5ion5 and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 A1A BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: _ 12627 San Jose Blvd S�si�e 702 �� o�faSL Jacksonville,{, �Ly 32223 Florida Desi�r, Inc. 904,260.3319 ATTIC VENTILATION AREA CALCULATIONS Excerpt of the 2017 Building Code, Residential 8806.1 Ventilation required. Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters shall have cross ventilation for each separate space by ventilating openings protected against the entrance of rain or snow. Ventilation openings shall have a least dimension of 1116 inch (1.6 mm) minimum and 1/4 Inch (6.4 mm) maximum. Ventilation openings having a least dimension larger than 1/4 inch (6.4 mm) shall be provided with corrosion -resistant wire cloth screening, hardware cloth, or similar material with openings having a least dimension of 1116 inch (1.6 mm) minimum and 1/4 inch (6.4 mm) maximum. Openings in roof framing members shall conform to the requirements of Section 8802.1.6. Required ventilation openings shall open directly to the outside air. Exception: Attic ventilation shall not be required when determined not necessary by the code official due to atmospheric or climatic. conditions. 8806.2 Minimum vent area. The minimum net free ventilating area shall be 1/150 of the area of the vented space. Exception: The minimum net free ventilation area shall be 1/300 of the vented space provided one or more of the following conditions are met: 1. In Climate Zones 6, 7 and 8, a Class 1 or It vapor retarder is installed on the wane -in -winter side of the ceiling. 2. At least 40 percent and not more than 50 percent of the required ventilating area is provided by ventilators located in the upper portion of the attic or rafter space. Upper ventilators shall be located no more than 3 feet (914 mm) below the ridge or highest point of the space, measured vertically, with the balance of the required ventilation provided by cave or cornice vents. Where the location of wall or roof framing members conflicts with the installation of upper ventilators, installation more than 3 feet (914 mm) below the ridge or highest point of the space shall be permitted. 8806.3 Vent and insulation clearance. Where cave or cornice vents arc installed, insulation shall not block the free flow of air. A minimum of a 1 -inch (25 mm) space shall be provided between the insulation and the roof sheathing and at the location of the vent. Ventilation Required SPRAY FOAM INSULATION AT ROOF DECK, NO VENTS REQUIRED PLATE HEIGHT_ FINISHED FLOOR PLATE HEIGHT 9INISHED FLOOR GRADE DIMENSIONAL FIBERGLASS SHINGLES (TYP) DORCHESTER 5Q -2326 -TC CHIMNEY CAP ryF 12 PLATE HEIGHT 4:5 20" OVERHANG W/ EXPOSED RAFTER TAILS TYP. 6" TRIM TYP. HARDIE OR NIC SIDING TYP. FINISHED FLOOR PLATE HEIGHT DIMENSIONAL FI13ERGLAS5 SHINGLES (TYP) DORCHESTER SCc-2326-TC CHIMNEY CAP TYP. z 12 —1 `'r KEAK ELEVATI0ii COMMUNITY DEVELOPMENT APPROVED DIMENSIONAL FIDERGLA55 SHINGLES (TYP) i 12 ZINC HAPPIE OR NICHIHASIDING TYP. .•/111► I 1 PLAI F HEIGHT 48'h SCREEN WALL - u "� U " U U .,:...:.Yi_ U U JJ U U LL. {J: U U U L U..:. U.' U' ._ LI U "✓ U U ':.U... . U.. .'U 4P., }U U Lt iJ. . VU U.. U.. U-. U,:*.. F� U U. . -U U I .. FINISHED FLOOR GRADE PLATE HEIGHT 6AHAMA SHUTTER STRUCTURAL BRACKET TYP. 0 51UCCO FINISH FINISHED FLOOR 0 — — _ GRADE + N UThS 1. 5UMF GARAGE 9' OUT, 6' OVERHEAD DOOR 2. EXTENDED LANAI 5. SQUARE OFF SITTING IN OWNERS SUITE 4. RECONFIGURE f NTRY/BU-FLP SFACE 5. ENLAGE CAFE WINDOW'S 6.46"h WALL W/ CAP AT LANAI 8. GARAGE SVC. DOOR 9. FR. DOOR FROM OWNERS SUITE TO LANAI 10. ISOKERN WOOD FIREPLACE 11. LOUVERED CEDAR SCREEN WALL AT OUTDOOR SHOWER REVISIONS m H1 RIVERSIDE HOMES Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.myfiversideliome.com Lot 145 Atlantic Beach Country Club Cury Residence Elevations 594 Coastal Oak Lane Atlantic Beach, Fl. 32233 Drawn By AR Sheet J Date 03.29.2018 A5 Scale 1/4" = 1'-0" of Plan Hatteras- B Mod. 10 �) Written dimen5ion5 Shall have precedence over Scale dirnen5ion5. Contractors Shall verify and be, re5pon5ible for dirYlen5ion5 and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 AIA BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: LL 12627 San Jose Blvd m m Suite 702 tsign,et Jacksonville, FL 32223 Fi�ria� Dein<. 904.260.3319 110 DUPLEX OUTLET CEILING MOUNTED LIGHT HALF -SWITCHED OUTLET &, GFI DUPLEX OUTLET FULL -CHAIN SPG WEATHER FROTECTED OUTLET � (>WALL MOUNTED LIGHT CEILING OUTLET 0 FLOOR OUTLET RECESSED LIGHT FIXTURE & 220 OUTLET OO RECESSED EYEBALL 8 SPECIAL PURPOSE OUTLET SWITCH EXHAUST FAN W% LIGHT 3 5 --WAY SWITCH EXHAUST FAN 4 -WAY SWITCH � FLUORESCENT DIMMER SWITCH ® FIXTURE 0 TELEPHONE <I CARRIAGE LIGHT CABLE TV DOUBLE FLOOD LIGHT PREWIRE & BRACE CEILING FAN WITH LIGHT O SMOKE DETECTOR �o CARBON MONOXIDE ® PANEL BOX DETECTOR / ! r / r r I I I i ELEGTKIG/�L MOTES 1. ELECTRICAL OUTLET HEIGHTS A5 MEASURED FROM FINI HED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) - KITCHEN 44" AFF - BATHROOM 3,1)'' AFF (44" AFF WITH RAISED VANITY) - LAUNDRY ROOM 36" AFF - EXTERIOR WATERPROOF 12" AFF TO 42" FF - GARAGE GENERAL PURPOSE - 44" AFF - K[TCHEN ISLAND OUTLETS MAXIMUM OF 12" BELOW COUNT SURFACE 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE P1055113LE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOV FINISHED FLOOR.. 4. ELECTRICAL PLAN 15 INTENDED FOR BID PURPOSES ONL f. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE AND CARBON MONOXIDE DETECTORS SHALL 13E III ACCORDANCE WITH 2017 FLORIDA BUILDING CODE, SECTIONS 8314 AND R315 6. PROVIDE AFG15 (ARC FAULT INTERRUPTERS) IN DWELLING UNIT BRANCH CIRCUIT LOCATION5 PER FBCR E3902.12 T. GFI5 (GROUND FAULT INTERRUPTERS) FOR WATER AREAS AND OUTDOOR CIRCUITS PER FBCR E3902 8. ALL PERMANENT INTERIOR LIGHTING IS 100% HIGH EFFIG CY CFL/LED LAMPS PER FBG EC R404.1 9. ALL 125 -VOLT 15 -AND 20 AMP RECEPTACLES INSTALLS INSIDE AND OUTSIDE OF DWELLING UNITS, AND IN ATTACHED AND DETACHED GARAGES SHALL BE TAMP R RESISTANT RECEPTACLES -------- ---- Iccci:)) I I I f--1 I PREWIRE —_-- I L — J & BRACE ONLY `\ LL-------- ` 1 / I , --------4' `Y 5-1 i 1 \ i PREWIRE & BRAGS X --'- —" ONLY — — —P — — — — — — — — — — I I i Ii \\T I II Il II MIGKU — M CIRCUIT GENERATOR W/ AUTO TRANSFER SWITCH WP/GF II SERVICE OUTLET II TO FIXTJP'- AIC A/C COMP. c;OMP. 2ND FLOOK ELECTKICf�L FLAN NU,1 N 1. BUMF GARAGE 9' OUT, & OVERHEAD DOOR 2. RECONFIGURE PNTRY/BUTLR SPACE 5. FREWIKE SUMMER KITCHEN W/ VENTED HOOD 4. GARAGE SVC. DOOR W/ LIGHT 5. 22kw GENERATOR W/ AUTO TRANSFER SWITCH REVISIONS II PREWIRE \\ & BRACE --------------- ------------- ONLY ONLY I I — ---- I I I--- W --;GF _ �\\ --- -- — \ ` r -EEV \j c>I °REWIRE SUMMER I I KITCHEN W/ MICRO VENTED HOOD W/' ENTED HOOP DRAWER REF ©-----� 1 — — —P — — — — — — — — — — I I i Ii \\T I II Il II MIGKU — M CIRCUIT GENERATOR W/ AUTO TRANSFER SWITCH WP/GF II SERVICE OUTLET II TO FIXTJP'- AIC A/C COMP. c;OMP. 2ND FLOOK ELECTKICf�L FLAN NU,1 N 1. BUMF GARAGE 9' OUT, & OVERHEAD DOOR 2. RECONFIGURE PNTRY/BUTLR SPACE 5. FREWIKE SUMMER KITCHEN W/ VENTED HOOD 4. GARAGE SVC. DOOR W/ LIGHT 5. 22kw GENERATOR W/ AUTO TRANSFER SWITCH REVISIONS R IVERSIDE HOMES is Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.myfiversidehome.com Lot 145 Atlantic Beach Country Club Cury Residence Electrical Plans 594 Coastal Oak Lane Atlantic Beach, Fl. 32233 ("-Drawn By AR J Sheet Date 03.29.2018 Scale 1/4" = 1'-0" of Plan Hatteras- B Mod, to Written dimen5ion5 Shall have precedence over Scale dimen5ion5. Contractors Shall verify and be re5pon5ible for dimen5ion5 and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 AIA BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 12527 San Jose Blvd 15T FLOOK E' T�1CfiL FLM x ��a Suite 702 ortheast Jacksonville, FL 32223 Floc as nes qn, Inc. 904.260.3319 I NICHIh FASC G71WAGE OVH�H/�NG SCALE: 3/4"=1'-0" 2x8 OUTRIGGER RADIANT BA RIEF OSB ROOF SHEATHING JND LA MENT FASTENED PER FBC R905.1.1 FASTEN SHI GLE 3 PER FBG 8905.2.6 2X8 BTWN. W t VE TS 1x6 T+G 12 C>n� 4.5 r— -- Lq DRIP NICHIHA x 2" FASCIA BOARD 45 *ANGLE — PT 6X6 POST — W/ 1x WOOD TRIM PT 2X6 CAP 2x2 BALUSTER5 AT 4" 0. C. 2x WOOD TRIM PT 1x4 FRAME ON EACH SIDE DECKING PT 1x2 ON 2x6— DRIP ON PT 2x6 RAD r FOAM CAPITAL 5U13STRA 12 12 CMU COLUMN CO CRETE FILLED W'/ REBAR PER 5T UGT. DWGS. 1X2 OfR 1X10 —\ 1x10 2x8 PT WD BEAM CONT. 2x8 PT PLATE W/ AHOR BOLTS AS K Q'D. 5 USS 1x6 T&G (2) 2x6 OVER (3) 2x12 BEAMS 'A'/ 2' PLYWOOD SPACERS PT 4x DECORATIVE 3RACKET(5EE ELEV. DRAWINGS) 2X12 JOIST RIP j"/FOOT SLOPE WATERPROOF MEMBRANE OVER �' SHEATHING UP WALL AND POST MIN. 12" HARDIE OR NICHIHA SIDING rAj. x X // \\ HARDIE OR NICHIHA SIDING FLASHING —, X SLEEPERS- RIP N 51-0PE 50IEV7± STUCCO FINI5H PT 2x8 JOISTS CRAWL SPACE GRADE CMU PILASTER BEYOND STUCCO ON FOAM SILL N STUCCO SHEATHING FLUSH W/ CMU J STOP —� DECKING 1/2' DR'r'WALL 2-2X6 TOP PLATE 216 STUDS 1/2" DRYWALL BEAM PER ENG. - WINDOW - 2-2X6 - R-19 INSULATION - 2X6 STUD5 1/2" DRYWALL 2X6 BASE PLATE 2X12 NAILER FLOOR TRUSS 2-2X6 TOP PLATE 2X6 STUD5 (a@ 16" O. C. BEAM PER ENG. WINDOW - 2-2X6 R-19 INSULATION _ 2x6 5TUD5 916" O. C. 1/2" DRYWALL 2X6 BASE PLAT_ 4" CONC. i 5LAB 8" CMU FOUNDATION FOOTING PER ENG, PLATE HEIGHT TOP OF WINDOW SUB FLOOR PLATE HEIGHT TOP OF WINDOW FINISH FLOOR w 0 0 SECTION 9 FORCH SCALE: 3/4"=1'0 I VERSIDE HOMES Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.myiiversidehome.com Lot 145 Atlantic Beach Country Club Cury Residence Wall Sections 594 Coastal Oak Lane Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 03.29.2018 DI Scale 1/4" = 1'-0" of �Plan Hatteras-B Mod. 10 Written dimen5i0n5 Shall have precedence over Scale dimen5ion5. Contractors shall verify and be re5pon5ible for dimen5ion5 and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 A1A BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: - 12b27 San J�s� B1v�l �- o;-�ie�c Jac�on�;ill�, FI.32223 F�ria� Design, >n�. 904,260.3319 2x10 XP05ED JOIST 2x10 NAILER 1X6 T&G 7-8" TO FACE OF CMU FOUNDATION WALL BELOW 9'-4" FLASHING AT CAP STUCCO TIE ROD HOLD DOWN 9 BEAM PER STRUCT. DRAWINGS STUCCO ON FOAM CAP TRIM STUCCO FINI5H STUCCO FINI5H PT 2x8 JOISTS CRAWL SPACE GRADE CMU PILASTER BEYOND STUCCO ON FOAM SILL N STUCCO SHEATHING FLUSH W/ CMU J STOP —� DECKING 1/2' DR'r'WALL 2-2X6 TOP PLATE 216 STUDS 1/2" DRYWALL BEAM PER ENG. - WINDOW - 2-2X6 - R-19 INSULATION - 2X6 STUD5 1/2" DRYWALL 2X6 BASE PLATE 2X12 NAILER FLOOR TRUSS 2-2X6 TOP PLATE 2X6 STUD5 (a@ 16" O. C. BEAM PER ENG. WINDOW - 2-2X6 R-19 INSULATION _ 2x6 5TUD5 916" O. C. 1/2" DRYWALL 2X6 BASE PLAT_ 4" CONC. i 5LAB 8" CMU FOUNDATION FOOTING PER ENG, PLATE HEIGHT TOP OF WINDOW SUB FLOOR PLATE HEIGHT TOP OF WINDOW FINISH FLOOR w 0 0 SECTION 9 FORCH SCALE: 3/4"=1'0 I VERSIDE HOMES Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.myiiversidehome.com Lot 145 Atlantic Beach Country Club Cury Residence Wall Sections 594 Coastal Oak Lane Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 03.29.2018 DI Scale 1/4" = 1'-0" of �Plan Hatteras-B Mod. 10 Written dimen5i0n5 Shall have precedence over Scale dimen5ion5. Contractors shall verify and be re5pon5ible for dimen5ion5 and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 A1A BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: - 12b27 San J�s� B1v�l �- o;-�ie�c Jac�on�;ill�, FI.32223 F�ria� Design, >n�. 904,260.3319 DRIP NICHIHA J x 2 ;," FASCIA DOARD 45 *ANGLE NOTE: 1'-8" RADIANT BARRIER 055 R(POF SHEATHING UNDER LAYMENT FASTENED PER F5a R905.1.1 FASTEN SHINGLES PER FSC 8905.2.6 1x6 T+G 2X8 STWN. RR o 12 wvN }5 1. EXTERIOR FENESTRATION PIECES SUCH A5 FOAM SANDING ARE TO 5E INSTALLED OVER THE SCRATCH/BROWN COAT OF STUCCO WITH A 51'IP OF SELF -ADHERING FLASHING OR SELF-SEALING MEMBRANE 2. THE JUNCTURE OF EXTERIOR PLASTER AND FENESTRATION PRODUCTS SHALL 5E SEALED WITH A SEALANT COMPLYING WITH SECTION 8613.8.1 OF THE FLORIDA BUILDING CODE, RESIDENTIAL TERMINATION OF STUCCO 5TUC60 TERMINATION PER ASTM C -926 A2.2.2. DRIP SCREED INSTALLED PER ASTM 1063-03 2X6 VAPOR BARRIER. SEALED AT TOP & 50TTOM PLATES. — �TER RESISTANT 5ARRIER- LAYERS REQUIRED FASTEN LATH 0 7" 0/C j" MIN. PENETRATION INTO FRAMING WEEP SCREED- SURFACE SHOULD NOT BE BLOCKED W/ FINISH MATERIAL FOR DRAINAGE PURPOSES STUCCO ON _ FOAM SILL CV 71/16" 055 WALL SHEATHING — 7/8" STUCCO — PAPER SACK WIRE LATHE — RUN TO TOP OF PLATE. WEEP _ SCREED 7/8" STUCCO _ ON CMU J STOP GRADE 2'-0" HC 12 8 F TRUSS 2X8 RAFTERS, HOLD DOWN J" FROM TOP OF TRUSS FOR T&G ATTACH PER ENG. " DRYWALL CLG. 2-2X6 TOP PLATE ROUGH OPNG HEAD HEIGHT ----- i s i 1/2" DRYWALL STUDS (R 9IN5U ATION) 2X6 BASE PLATE 4" CONC. SLAB 8" CMU FOUNDATION FOOTING PER ENG. TYPICAL 1 STOKY WALL SECTION SCALE: 1"= TO' 1V DRIP NICHIHA FASCIA 45' 11-¢,i ��_n,� 12 i'-�� 2 TYF. 2nd FLOOF\- SCALE: kIVER.SIDE 1-1 UMES ii Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.myfiversidehome.com Lot 145 Atlantic Beach Country Club Cury Residence Wall Sections 594 Coastal Oak Lane Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 03.29.2018 D 2! Scale 1/411 = 1'-011 of Plan Hatteras- B Mod. 10 Written dimen5ion5 Shall have precedence over Scale dirncri5ion5. Contractors Shall verify and be re5pon5ibie for dimen5ion5 and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 AIA BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 12627 San Jose Blvd Suite 702 ss onheast Jacksonville, FL 32223 Florida>aesign,Inc. 904.260.3319 ° ENO tAP fi SVCGE R�ttAG GOOF 9ECK 6o� ° \ Slop O ° `\ 1 ° 6 UNDERLAYMENT PLACE SHINGLES 318" OVER EAVE & RAKE EDGES TO PROVIDE DRIP EDGE ALONG RAKES, CEMENT SHINGLES TO UNDERLAYMENT & EACH OTHER IN A 4" WIDT OF ASPHALT PLASTIC ROOF CEMENT a NON -CORRODING / MTL EAVE DRIP TRIM 6"-7" FROM END ' OF FIRST SHINGLE TRIM TABS FROM ALL STARTER COURSE--^✓' SHINGLES STARTER COURSE PLACE SHINGLES CLOSE TOGETHER BUT DO NOT CROWD ALONG RAKES, CEMENT SHINGLES TO UNDERLAYMENT A & EACH OTHER IN A 4" WIDTOF ASPHALT PLASTIC ROOFCEMENTNON-CORRODING �� CE SHINGLES 3/8" MTL EAVE DRIP ER EAVE & RAKE GES TO PROVIDE DRIP GE FIRST COURSE IBS ( I I 11-1/2"to 12-1/2" 11-1/2"to 12-112" to 1-112 T — _ _ — _ _ 1" to 1-112" 0 0 0 SHINGLE NAILING ROOFING DETAILS N.T.S. NOTE: DETAILS ARE FOR SLOPES OF 4:12 OR GREATER, FOR SLOPES BELOW 4:12, ALL ROOFING UNDERLAYMENT SHALL BE SELF ADHERING SHEET MEMBRANE APPROVED BY THE SHINGLE MANUFACTURER FOR USE ON LOW SLOPE ROOFING PROJECTS ROOFTRUS;EB OPT. PROVIDE LEAD VENT BOOT WITH INTEGRAL FLANGE VENT STACK, SEE PLUMBING FOR SIZE & LOCATION PREFORMED FLEXIBLE BOOT FLASHING W/ INTEGRAL FLANGE SET IN PLASTIC ROOF CEMENT INSTALL FLANGE OVER SHINGLE @ BASE INSTALL SHI GILTS OVER FLANGE @ HEAD FIBERGLASS SHINGLE ROOFING OVER 15# FELT OVER 7/16" OSB OVER PRE -ENG WD TRUSSES N.T.S. ROOF WALL SHEATHING STUCCO/CV FINISH ASSEMBLY W/ 15# FELT OVER APPROVED WEATHER BARRIER LAP FELT AND WEATH ER BARRIER OVER VINYL STUCCO STOPIWEEP EXTEND 154 ROOFING FELT UP WALL 7" MIN. 5x5 METAL FLASHING DYER ROOFING FELT (NAIL 'O ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NO NAIL INSTALL WITH ROOF CEMENT SHINGLE ROOFING WALL FLASHING DETAIL - STUCCO N.T.S. -s• SYN WD SIDING OVER APPROVED WEATHER BARRIER LAP WEATHER BARRI :R OVER METAL FLASHING AN SECURE WITH STARTER STRIP EXTEND 15# ROOFINQ FELT UP WALL 7" MIN. 5x5 METAL FLASHING OVER ROOFING FELT (NAIL -O ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NC T NAIL INSTALL WITH ROOF CEMENT SHINGLE ROOFING WALL FLASHING DETAIL - LAP SIDING N.T,S. SUBFPSCI�--P L.F' I RASE LAYEP.: I 5/8" DEN5GLA55 FIREGUARD SHEATHING ATTACH WITH 2" NM 5 OR SCREWS NO VEW5 ARE .ALLOV, `AGE LAYER: —5/5"D_NSGLA55 FIREGUARD SHEAThWG ATTACHED WITH 2" MIN SCREWS OR NKL5 0 24O.C. -0rF5ET JOINTS IN DA5E AND FACE LAYER 24" !`MITE: DESIGN EASED ON GA FILE Nb. RC 2602 SECTION - (1) HOUR FIRE RATED (UNDER5IDE ONLY) SOFFIT A5 NEEDED THIS DETAIL ON Y APPOCA13LE WHERE SEPARATION D15TAN4 OF OVERHANG 15 1 E55 THAN 5' AND MORE THAN 2 FROM PROPERTY I INE ALTERNATE: RATED SOFFIT A55EMI3LE5 WHICH MEET UL STANDARDS FOR (1) HOUR FIRE RATING ARE PERMITTED 2x4 B.00KIN'G REQUIRED AT PANEI. JOINT5 NO VOWS ARE AI LOWED VALLEY SHINGLE INSTALLATION: INSTALL SHINGLES USING WEAVE METHOD 1. EXTEND (1) FULL END SHINGLE MIN. 12" PAST CENTER LINE OF VALLEY. SEE MANUF WRITTEN :INSTRUCTION FOR ADDITIONAL INSTALLATION NFORMATION 2. DO NOT NAIL 6" MIN. FROM VALLEY CENTER LINE FIBERGLASS SHINGLE ROOFING OVER 15# FELT OVER 7/16" RADIANT 13ARRIER OSB OVER PRE -ENG WD TRUSSES 24" WIDE METAL VALLEY FLASHING OVER 15# FELT VALLEY FLASHING DETAIL N.T.S. FIBERGLASS SHINGLE ROOFING OVER _ UNDERLAYMENT INSTALL SHINGLES OVER OFF -RIDGE VENT FLANGE AT HEAD GALVANIZED METAL OFF -RIDGE VENT WITH BAFFLE. SET IN PLASTIC ROOF CEMENT OR SEALANT SCREEN INSTALL OFF -RIDGE VENT FLANGE OVER --- SHINGLES AT BASE 7/16" OSB OVER PRE -ENG WD TRUSSES NOTES: 1. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS 2. APPLY ROOFING CEMENT OR SELF -ADHERING FLASHING OVER FLANGE AT HEAD ONLY OFF -RIDGE VENT FLASHING DETAIL N.T.S. STUCCO/CV FINISH ASSEMBLY LAP BARRIER OVER NAILING FLANGE VINYL DHIP/WEEP SCREED 5"x5" METAL FLASHING FLASHING (SEE I IA. DETAIL) DETAIL) I Z ` �I a. g EXTEND KICK -OUT 2" i BEYOND FASCIA 5 ' FELT UNI)ERLAYMENT MTLDRI ROOFING MTL DRIP EDGE FASCIA NOTE: INSTALL KICKOUT ::::�4 FLASHING AT BOTTOM OF ROOF & WALL INTERSECTIONS WATER TIGHT WALUKICKOUT FLASHING DETAIL SEAL N.T.S. ROOF TRUSSES BA5E LAYER: 5/8'DEN5GLA55 MF.EGUARD5HEATMNG ATTACH WITH (2)1 �' TYPE "W" DRYWALL SCREWS FACE LAYER: 5/8" DEN5GLA55 FIREGUARD SI-EMMIC ATTACHED WITH 1 J' TYPE "G" DRYWALL SCREWS 0 12"O.C. -OFFSET JOINTS IN 3A5E AND FACE I AY ER 24" NOTE: DESIGN BASEP ON GA FILL No. RC 2602 (1) HOUR FIRE RATED (UNDERSIDE ONLY) SOFFIT A5 NEEDED ILY APPLICABLE WHERE SEPARATION DISTANCE OF OVERHANG 15 LE56 THAN 5' AND MORE THAN 2' FR ALTERNATE: RATED SOFFIT A5SEMI3LE5 WHICH MI I1 UL STANDARDS FOR (1) HOUR FIRE RATING ARE PERMITTED v LINE OF API BARRIER OV APPLY 3/8° NOM. CONTINUOUS BEAD OF SEALANT AT JAMBS & HEAD OR APPLY TO BACK OF WINDOW NAILING FLANGE IN LME W PRE-PU14CHED HOLES OR SLOTS STEP 4 INSTALL 4" WIDE SPLF-ADHERING MEMBRANE FLASHI - OVERNAILING FLANGE 4 HEAD EXTEND SELF -ADHERING MIN." MEMBRANE FLASHING V MM. BEYOND JAMB FLASHING NOTE: 1. WINDOW INSTALLATION & FLASHING DETAILS ARE CONSISTENT WITH ASTM2112 METHOD A-1 EXCEPT II II SELF -ADHERING MEMBRANE FLASHINGS ARE USED. 2. IT IS THE INSTALLATION i� Tib CONTRACTORS RESPONSIBILITY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING WEATHER BARRIER, SEALANT & SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 3. INSTALL ALL MATERIALS PER STEP 7 MANUFACTURERS WRITTEN SPECIFICATIONS. WARNING. SEALANT/FLASHINGS MAY REACT ADVERSELY IF NOT COMPATIBLE. :MPORARILY SECURE BARRIER (OR UNDE J WEATHER AT JAME INSTALL LEVE MANUFACT FOLD WEATHEI DOWN & TAPE CUT & ACROS: WINDOW FLASHING INSTALLATION DETAILS N.T.S. APPROVED WEATHER BARRIER OVER WD SHEATHING LINE OF DOOR OPENING CUT WEATHER INSTALL 4"WIDE SELF -ADHERING MEMBRANE FLASHING OVERLAPPINO DOOR FRAME 114" FOLD WEATHER BARRIER IN AND AROUND JAMBS INSTALL V WIDE SELF -ADHERING MEMBRANE ... FLASHING OVERLAPPING DOOR FRAME 114' DOOR FLASHING INSTALLATION DETAILS N.T.S. STEP 2 AFGHANI( INED EDG 4PLES)IF 3HMG MA N LF-ADHEF EMSRANI EXTEND MEME VERNA EXT -AS IN ILL FLE LEVEL & SQUARE PER MANUFACTURER WRITTEN INSTRUCTIONS SET THRESHOLD IN BED OF SEALANT APPLY SEALANT AT COR HERS IFRONf EIX'.E OF THRESHOLD NOTE: AT UNPROTECTED DOORS, BOTTOM 1/4th OF JAMBS SHALL BE COMPOSITE, P.T. OR OTHER DECAY RESISTANT MATERIAL SEAL WINDOW FRAME TO INSIDE OF R.O. WITH SEALANT AT SILL AND A MINIMUM 12" UP BOTH -JAMS TO FORM A BACK DAM. SEAL BALANCE OF FRAME WITH SEALANT OR LOW -EXPANDING FOAM (PROVIDE BACKER ROD WHERE REQUIRED) INTERIOR VIEW STEP 9 STEP 3 kIVEKSIDE HOMES Build With Confidence 12276 San Tose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.myiiversidehome.com Lot 145 Atlantic Beach Country Club Cury Residence Flashing Details 594 Coastal Oak Lane Atlantic Beach, Fl. 32233 ("77awnBy ARJ Sheet Date 03.29.2015 D3 Scale 1/4" = 1'-0" of Plan Hatteras- B Mod. 10 Written dimen5ion5 Shall have, precedence over Scale dlrnen5ion5. Contractors Shall verify and be responsible for dimen5ion5 and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 AIA BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: -� _ H`��, ortheasc JaekSOnv�ll�, FL 32223 >=1�ria� Desi, �. 904,260.33t9 / NOTES: Ilr// 1. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTION 2. APPLY ROOFING CEMENT OR SELF-ADF FLASHING OVER FLANGE AT HEAD ONLY VENT STACK FLASHING DETAIL N.T.S. ROOF WALL SHEATHING STUCCO/CV FINISH ASSEMBLY W/ 15# FELT OVER APPROVED WEATHER BARRIER LAP FELT AND WEATH ER BARRIER OVER VINYL STUCCO STOPIWEEP EXTEND 154 ROOFING FELT UP WALL 7" MIN. 5x5 METAL FLASHING DYER ROOFING FELT (NAIL 'O ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NO NAIL INSTALL WITH ROOF CEMENT SHINGLE ROOFING WALL FLASHING DETAIL - STUCCO N.T.S. -s• SYN WD SIDING OVER APPROVED WEATHER BARRIER LAP WEATHER BARRI :R OVER METAL FLASHING AN SECURE WITH STARTER STRIP EXTEND 15# ROOFINQ FELT UP WALL 7" MIN. 5x5 METAL FLASHING OVER ROOFING FELT (NAIL -O ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NC T NAIL INSTALL WITH ROOF CEMENT SHINGLE ROOFING WALL FLASHING DETAIL - LAP SIDING N.T,S. SUBFPSCI�--P L.F' I RASE LAYEP.: I 5/8" DEN5GLA55 FIREGUARD SHEATHING ATTACH WITH 2" NM 5 OR SCREWS NO VEW5 ARE .ALLOV, `AGE LAYER: —5/5"D_NSGLA55 FIREGUARD SHEAThWG ATTACHED WITH 2" MIN SCREWS OR NKL5 0 24O.C. -0rF5ET JOINTS IN DA5E AND FACE LAYER 24" !`MITE: DESIGN EASED ON GA FILE Nb. RC 2602 SECTION - (1) HOUR FIRE RATED (UNDER5IDE ONLY) SOFFIT A5 NEEDED THIS DETAIL ON Y APPOCA13LE WHERE SEPARATION D15TAN4 OF OVERHANG 15 1 E55 THAN 5' AND MORE THAN 2 FROM PROPERTY I INE ALTERNATE: RATED SOFFIT A55EMI3LE5 WHICH MEET UL STANDARDS FOR (1) HOUR FIRE RATING ARE PERMITTED 2x4 B.00KIN'G REQUIRED AT PANEI. JOINT5 NO VOWS ARE AI LOWED VALLEY SHINGLE INSTALLATION: INSTALL SHINGLES USING WEAVE METHOD 1. EXTEND (1) FULL END SHINGLE MIN. 12" PAST CENTER LINE OF VALLEY. SEE MANUF WRITTEN :INSTRUCTION FOR ADDITIONAL INSTALLATION NFORMATION 2. DO NOT NAIL 6" MIN. FROM VALLEY CENTER LINE FIBERGLASS SHINGLE ROOFING OVER 15# FELT OVER 7/16" RADIANT 13ARRIER OSB OVER PRE -ENG WD TRUSSES 24" WIDE METAL VALLEY FLASHING OVER 15# FELT VALLEY FLASHING DETAIL N.T.S. FIBERGLASS SHINGLE ROOFING OVER _ UNDERLAYMENT INSTALL SHINGLES OVER OFF -RIDGE VENT FLANGE AT HEAD GALVANIZED METAL OFF -RIDGE VENT WITH BAFFLE. SET IN PLASTIC ROOF CEMENT OR SEALANT SCREEN INSTALL OFF -RIDGE VENT FLANGE OVER --- SHINGLES AT BASE 7/16" OSB OVER PRE -ENG WD TRUSSES NOTES: 1. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS 2. APPLY ROOFING CEMENT OR SELF -ADHERING FLASHING OVER FLANGE AT HEAD ONLY OFF -RIDGE VENT FLASHING DETAIL N.T.S. STUCCO/CV FINISH ASSEMBLY LAP BARRIER OVER NAILING FLANGE VINYL DHIP/WEEP SCREED 5"x5" METAL FLASHING FLASHING (SEE I IA. DETAIL) DETAIL) I Z ` �I a. g EXTEND KICK -OUT 2" i BEYOND FASCIA 5 ' FELT UNI)ERLAYMENT MTLDRI ROOFING MTL DRIP EDGE FASCIA NOTE: INSTALL KICKOUT ::::�4 FLASHING AT BOTTOM OF ROOF & WALL INTERSECTIONS WATER TIGHT WALUKICKOUT FLASHING DETAIL SEAL N.T.S. ROOF TRUSSES BA5E LAYER: 5/8'DEN5GLA55 MF.EGUARD5HEATMNG ATTACH WITH (2)1 �' TYPE "W" DRYWALL SCREWS FACE LAYER: 5/8" DEN5GLA55 FIREGUARD SI-EMMIC ATTACHED WITH 1 J' TYPE "G" DRYWALL SCREWS 0 12"O.C. -OFFSET JOINTS IN 3A5E AND FACE I AY ER 24" NOTE: DESIGN BASEP ON GA FILL No. RC 2602 (1) HOUR FIRE RATED (UNDERSIDE ONLY) SOFFIT A5 NEEDED ILY APPLICABLE WHERE SEPARATION DISTANCE OF OVERHANG 15 LE56 THAN 5' AND MORE THAN 2' FR ALTERNATE: RATED SOFFIT A5SEMI3LE5 WHICH MI I1 UL STANDARDS FOR (1) HOUR FIRE RATING ARE PERMITTED v LINE OF API BARRIER OV APPLY 3/8° NOM. CONTINUOUS BEAD OF SEALANT AT JAMBS & HEAD OR APPLY TO BACK OF WINDOW NAILING FLANGE IN LME W PRE-PU14CHED HOLES OR SLOTS STEP 4 INSTALL 4" WIDE SPLF-ADHERING MEMBRANE FLASHI - OVERNAILING FLANGE 4 HEAD EXTEND SELF -ADHERING MIN." MEMBRANE FLASHING V MM. BEYOND JAMB FLASHING NOTE: 1. WINDOW INSTALLATION & FLASHING DETAILS ARE CONSISTENT WITH ASTM2112 METHOD A-1 EXCEPT II II SELF -ADHERING MEMBRANE FLASHINGS ARE USED. 2. IT IS THE INSTALLATION i� Tib CONTRACTORS RESPONSIBILITY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING WEATHER BARRIER, SEALANT & SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 3. INSTALL ALL MATERIALS PER STEP 7 MANUFACTURERS WRITTEN SPECIFICATIONS. WARNING. SEALANT/FLASHINGS MAY REACT ADVERSELY IF NOT COMPATIBLE. :MPORARILY SECURE BARRIER (OR UNDE J WEATHER AT JAME INSTALL LEVE MANUFACT FOLD WEATHEI DOWN & TAPE CUT & ACROS: WINDOW FLASHING INSTALLATION DETAILS N.T.S. APPROVED WEATHER BARRIER OVER WD SHEATHING LINE OF DOOR OPENING CUT WEATHER INSTALL 4"WIDE SELF -ADHERING MEMBRANE FLASHING OVERLAPPINO DOOR FRAME 114" FOLD WEATHER BARRIER IN AND AROUND JAMBS INSTALL V WIDE SELF -ADHERING MEMBRANE ... FLASHING OVERLAPPING DOOR FRAME 114' DOOR FLASHING INSTALLATION DETAILS N.T.S. STEP 2 AFGHANI( INED EDG 4PLES)IF 3HMG MA N LF-ADHEF EMSRANI EXTEND MEME VERNA EXT -AS IN ILL FLE LEVEL & SQUARE PER MANUFACTURER WRITTEN INSTRUCTIONS SET THRESHOLD IN BED OF SEALANT APPLY SEALANT AT COR HERS IFRONf EIX'.E OF THRESHOLD NOTE: AT UNPROTECTED DOORS, BOTTOM 1/4th OF JAMBS SHALL BE COMPOSITE, P.T. OR OTHER DECAY RESISTANT MATERIAL SEAL WINDOW FRAME TO INSIDE OF R.O. WITH SEALANT AT SILL AND A MINIMUM 12" UP BOTH -JAMS TO FORM A BACK DAM. SEAL BALANCE OF FRAME WITH SEALANT OR LOW -EXPANDING FOAM (PROVIDE BACKER ROD WHERE REQUIRED) INTERIOR VIEW STEP 9 STEP 3 kIVEKSIDE HOMES Build With Confidence 12276 San Tose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.myiiversidehome.com Lot 145 Atlantic Beach Country Club Cury Residence Flashing Details 594 Coastal Oak Lane Atlantic Beach, Fl. 32233 ("77awnBy ARJ Sheet Date 03.29.2015 D3 Scale 1/4" = 1'-0" of Plan Hatteras- B Mod. 10 Written dimen5ion5 Shall have, precedence over Scale dlrnen5ion5. Contractors Shall verify and be responsible for dimen5ion5 and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 AIA BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: -� _ H`��, ortheasc JaekSOnv�ll�, FL 32223 >=1�ria� Desi, �. 904,260.33t9 FASCIA METAL. FOK STUCCO, IFS, OK SIDING RUN METAL LATH TO EDGE 4" %a" TO 3/6' OF THE HORIZONTAL SURFACE GRAVEL STOP PLI-DEK SYSTEM ICC -E5 ESR -2097 5/8" MIN EXT. GRADE PLYWOOD (3/4" RECOMMENDED) SLOPE 1/4" PER 12" 19mm (34") MIN. FASCIA TO WALL TO DECK FLASHING INTERSECTION �– MIN. 26 GAUGE GALVANIZED BONDERIZED N SHEET METAL — WOOD BLOCKING OR PLYWOOD EXTENSION MAY VARY ACCORDING TO FASCIA APPLICATIONS — STUCCO/EIFS BITUTHANE / BUILDING PAPER BUILDING PAPER FASTENER f ATTEF\N FOF\ METAL LATH 76mm (,7) O,C. IN THE FIELD (12 STAPLES PER SQUARE FOOT) PLYWOOD SEAM COVERED 1N 2" WIDE SEAM PAPER AND STAPLES 1" O.C. 25mn (11/2') O.C. ON (yERLAPPED LATJ 5EAM5 EXTENSION METAL TO BF INSTALLED BEHIND DECK TO WALL FLASHING 4" AND PRE CAULKED BUILDING PAPER TO OVERLAP 4" MIN. BUILDING PAPER TO BF INSTALLED BEHIND SHEET METAL 0 THIS POINT MIN. 2" 50rnm. (2') O.C. AROUND PERIMETER NOTE: WHERE LATH OVERLAPS PERIMETER AND FLASHING PAPER (PLYWOOD SEAMS) STAPLE EVFR'(11/2" O.C. OVERLAP LATH 19mm (3/4") min. TUP>E STEEL DECK RAIL URETHANE CAULK JOINT_ (TO BE MAINTAINED) PLI-DEK SYSTEM [CC -ES ESR -2097 EX1 ENDS UNDER F05T 523" MIN EXT. GRADE PLYWOOD (3/4" RECOMMENDED) SLOPE 1/4" PER 12" FACE AIL (A MIN. OF TWO N I1_5 PER 5IDE) AT TH FLASHING ON EACH IDE OF POST FLA HING 15 SECURE TO UBFLOOR WITH N ON LL SIDES GALVANIZED, 2 INSTALLED ON ALL CORNERS OF THE )ST AND NAILED TO THE SUBSTRATE 1/0,,- 3/16" GRAVELSTOP 26 GAUGE GALVANIZED BONDEKIZED SHEET METAL FLASHING E z E CAULK IN51PE AND o OUTSIDE FASTENERS `n (FASTENERS PER STRUCTURAL) 13A5E PLATE AS REQUIRED STRUCTURAL PLANS STEEL POST PER STANDARD GUARDRAIL PANEL MIN EXT GRADE PLYWOOD SLOPE 1/4"x 12" _ APPLY MANUFACTURER'S RECOMMENDED JOINT SEALANT AFTER COMPLETION OF PLI-DEK FINISH CO,�T. THE PLI-DEK SYSTEM TERMINATES AT THE BASE OF RISER. SEALANT WILL NEED TO BE MAINTAINED PLI-DEK SYSTEM ICC -ES E5R-2097 _ THfU-BOLTS OR LAG BOLTS PER STRUCTURAL PLAN BLOCKING A5 REQUIRED PER STRUCTURAL PLANS BEAMS MAY OCCUR 'OST FLASHING POST (PER I NOTCH POST 1/2" DEEP 0 3" A50V DECK 5HT'G AROUND PERIM TER OF POST PER 5 RUCTURAL 26 GA. BONDERIZED 2 -PIED SHEET METAL SADDLE MIN. 4" LAP FULLY 13EPPE D IN SEALANT (ALL 4 SIDES OF POST TO BE FLAS D) DECK DECK TO WALL FLASHING FOR SIDING BUILDING PAPER TO LAP OVER METAL FLASHING MIN. 2"X6", 26 GAUGE GALVANIZED, BONDERIZED L -METAL WEEP -SCREED FLASHING THE PLI-DEK SYSTEM ICC -ES E5R-2097 TERMINATES AT THIS POINT �s � z O =^ 50rrm (2")MIN 5/8" MIN. EXT GRADE APPLY MANUFACTURER'S RECOMMENDED PLYWOOD JOINT SEALANT AFTER COMPLETION OF (3/4" RECOMENDED) PLI-DEK FINISH COAT SLOPE 1!4" PER 12" 2.5 L35/SQ.YD. GALVANIZFD (DIPPFD) EXPANDED METAL LATH 2.4 M X.69 M (96" X 27") OVERLAPPED 19 MM (3/4") AT EDGES OVERLAP LATH ON THE- FLASHING HEFLASHING TO THE EDGE OF THE DECK SURFACE D APPLY MANUFACTURER RECOMMENDED JOINT SEALANT FASTENING 3EHIND FLASHING AND LATH AT THE TOP OF THE LASHING. APPLY MANUFACTURER RECOMMENDED JOINT SEALANT AFTER COMPLETION OF THE PLI--DEK BASE COAT AROUND BASE OF POST. PLI-DEK SYSTEM TERMINATES AT THIS POINT GS88 TO BE COATED ON ALL VERTICAL FLASHING 1x4 NOTCHED* WOOD TRIM AROUND PERIMETER OF BASE (OPTIONAL) —SEALANT PLI-DEK SYSTEM ICC -ES ESR -2097 POST CONNECTION PER STRUCTURAL FLOOR J015T OR BLK'G - CONNECTION POST PER 5TURCT. *MAY APPLY GU80 BASE COAT AT POST BASE TO DIVERT WATER POST & RAIL FLASHING - CAULK BETWEEN FLASHING AND THRESHOLD, AS WELL AS BETWEEN DOOR JAMB AND THRESHOLD DECK FLAN VIEW -- WAU_ FLASHING THRESHOLD FLASHING FLASHING THRESHOLD FLASHING DOUBLE FLASHING FOR 50 TO 152mm (2" TJ 6") STEP-UP CAULK BETWEEN FLASHING AND COMPRESS TOGETHER DECK TO WALL FLASHING FRAMING 410 MM (16") O.C. MAX EXTERIOR GRADE PLYWOOD 16 MM (5/8") MIN WITH 3.2 MM (1/6) GAP BETWEEN SHEETS FLASHING PAPER TO COVER SEAMS IN PLYWOOD 50 MM (2") MAX. STAI'Z FLASHING OFFSET METAL LATH EDGES 152 MIA (6") MIN FROM PLYWOOD SEAMS THRESHOLD FLASHING APPLY MANUFACTURER'S RECOMMENDED JOINT SEALANT AFTER COMPLETION OF PLI-DEK FINISH COAT. THE PLI-DEK SYSTEM `rllH TERMINATE5 AT THE BASE OF RISER :�' GALVANIZED BONDERIZED DECK FLASHING MIN 2" ON DECK AND HEIGHT DEPENDS ON RISER SIZE OVERLAP WALL TO DECK. FLASH 4" ON EITHER SIDE,. PLI-EK SYSTEM ICC -LS ESR 2097 5/8" MIN. EXT. G APF PLY GD (3/4" RECOMMEN ED ) SLOPE 1/4" PE 12" RIVEEZSIDE HOMES on WE Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www. myriversidehome. com Lot 145 Atlantic Beach Country Club Cury Residence Flashing Details 594 Coastal Oak Lane Atlantic Beach, Fl. 32233 77 Drawn By AR3 Sheet Date 03.29.2015 D4 Scale 1/4" = 1'-0" of Plan Hatteras- B Mod. 10 Written dimen5ion5 Shall have precedence over Scale dimen5ion5. Contractors 5hali verify and be re5pon5ible, for dimensions and conditlon5 of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 AIA BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: _ 12627 Sara Jose Blvd Siait� %02 or�-..ast �acliScarivnll�, FL 32223 Florida Design. Inc. 904.260.3319 GENERAL: A. THIS DOCUMENT, ALON(j WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF ENGINEER's SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. INFORMATION DERIVED FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED FOR OTHER WORK(S) OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE PROJECT ENGINEER IDENTIFIED BELOW. B. DESIGN IS VOID TWELVE MONTHS AFTER DATE OF ORIGINAL ISSUE. C. DESIGN IS BASED ON SECTIONS 1603-1610 OF THE FLORIDA BUILDING CODE -BUILDING AND SECTION R301 OF THE FLORIDA BUILDING CODE -RESIDENTIAL. THE ENGINEER OF RECORD ACCEPTS NO RESPONSIBILITY FOR THE PROJECTS COMPLIANCE WITH PORTIONS OF THE FLORIDA BUILDING CODE NOT SPECIFICALLY IDENTIFIED. CODE REQUIREMENTS FOR FIRE (FIRE SEPARATION BETWEEN DWELLINGS, SPRINKLERS, ALARMS, EGRESS, ETC.) ARE TO BE SPECIFIED BY OTHERS. D. DO NOT SCALE. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS. IF DISCREPANCIES ARE FOUND BETWEEN PLANS, NOTIFY THIS OFFICE IMMEDIATELY. E. THESE DRAWINGS CONTAIN SPECIFIC INFORMATION INCLUDING, BUT NOT LIMITED TO, ARCHITECTURAL ELEMENTS, DIMENSIONS AND LOCATIONS PROVIDED BY OTHERS. THIS OFFICE IS NOT RESPONSIBLE FOR THE ACCURACY OF INFORMATION PROVIDED BY OR DERIVED FROM OTHER SOURCES. F. CERTAIN COMPONENTS DISPLAYED IN THESE DOCUMENTS HAVE BEEN PREPARED BY COMPONENT MANUFACTURERS HAVING PROVED COMPLIANCE EITHER THROUGH THE FLORIDA PRODUCT APPROVAL SYSTEM OR APPROVAL BY A DELEGATE ENGINEER LICENSED IN THE STATE OF FLORIDA AND ARE NOT THE RESPONSIBILITY OF THE ENGINEER OF RECORD. IN ADDITION, COMPONENTS NOT SPECIFICALLY SPECIFIED IN THESE DOCUMENTS ARE NOT THE RESPONSIBILITY OF THE ENGINEER OF RECORD. REQUIRED COMPONENTS BELIEVED TO BE STRUCTURAL IN NATURE SHOULD BE BROUGHT TO THE ATTENTION OF THIS OFFICE OR BE PREPARED/REVIEWED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA. G. ALL DETAILS SHALL BE IN ACCORDANCE WITH INSTRUCTIONS FROM MANUFACTURER OR DESIGNER. H. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR TO COMMENCING WORK. I. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE ENGINEER OF RECORD AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER OF RECORD. J. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. K. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. L. TEMPORARY BRACING: CONTRACTORS SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING THAT IS REQUIRED DURING CONSTRUCTION TO KEEP THE STRUCTURE SAFE AND PLUMB UNTIL THE ENTIRE STRUCTURE IS IN PLACE. BRACING SHOWN ON THE STRUCTURAL DRAWINGS IS FOR THE COMPLETED STRUCTURE ONLY. FOUNDATION: A. THIS DESIGN HAS BEEN COMPLETED IN ACCORDANCE WITH PERTINENT STANDARDS, k. ALL SOLID SAWN (SS) FRAMING LUMBER TO BE AS FOLLOWS: RECOMMENDED DESIGN SOIL PARAMETERS, AND ACCEPTED ENGINEERING DESIGN 1. RAFTERS/JOISTS - #2 SYP PROCEDURES AND IS BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF F 2. WALL PLATES - #2 SYP, U.N.O. COMPLETION. THE DESIGN DOES NOT ANTICIPATE DIFFERENTIAL MOVEMENT 3. WALL HEADERS - #2 SYP RESULTING FROM SUBSURFACE CONDITIONS SUCH AS THE HEAVING OF EXPANSIVE 4. WALL STUDS - #2 SPF, U.N.O. SOIL OR DECOMPOSITION OF SUBSURFACE ORGANIC MATTER. SUBSURFACE I. ALL ENGINEERED WOOD PRODUCTS (EWP) TO BE AS FOLLOWS: EXPLORATION CONDUCTED BY A QUALIFIED GEOTECHNICAL ENGINEERING FIRM 1. ALL STRUCTURAL COMPOSITE LUMBER (SCL) SPECIFIED BY THIS OFFICE TO BE AS MAY BE USED AT THE DISCRETION OF THE BUILDING CONTRACTOR AND/OR FOLLOWS: BUILDING OFFICIAL AND ALL FINDINGS REPORTED TO THIS OFFICE FOR REVIEW. IN a. BEAMS b. COLUMNS THE ABSENCE OF A GEOTECHNICAL ENGINEERS REPORT, THE E.O.R. DOES NOT I. - ESE - 1.55E - ESE - 1.3E ACCEPT LIABILITY FOR SUBSURFACE CONDITIONS WHICH MAY LEAD TO STRUCTURAL - LVL - 2.0E - LVL - 1.8E OR AESTHETIC DAMAGE TO THE STRUCTURE. B. DESIGN HAS BEEN BASED ON A NON -EXPANSIVE SOIL WITH AN ALLOWABLE SOIL 2. ALL BEAMS PROVIDED BY OTHERS (e.g. DESIGNED IN CONJUNCTION WITH A FLOOR = K SLOPE). NOTIFY FP 0 cf LEVEL BAC S 000 sf, ACTIVE E 3 OF 2 ) BEARING CAPACITYp ( p TRUSS SYSTEM) TO BE PER BEAM LIST ON FRAMING PLAN ACCORDING TO BEAM THE ENGINEER OF RECORD AND CEASE CONSTRUCTION IF ADVERSE OR OTHERWISE CALCULATIONS PROVIDED BY OTHERS. REFER TO BEAM CALCULATIONS FOR NON -CONFORMING CONDITIONS ARE FOUND TO EXIST. C. MINIMUM COMPRESSIVE DESIGN STRENGTH OF CONCRETE USED FOR FOUNDATION USED. IT IS IMPORTANT THAT THE BEAM INSTALLED MATCHES THE SIZE, AND SLABS SHALL BE 2500 psi @ 28 DAYS. D. L COMPLY WITH FBC R401.3 AND R403.1.7. ADJACENT SURFACES SHALL E. BACKFILL ADJACENT TO FOUNDATION WALLS SHALL NOT BE PLACED UNTIL THE PROPERTIES, IS NOT ALLOWED WITHOUT WRITTEN NOTICE FROM THIS OFFICE. WALLS HAVE SUFFICIENT STRENGTH AND HAVE BEEN ANCHORED TO THE FLOOR 3. ALL I -JOISTS TO BE PERFORMANCE RATED I -JOIST (PRI) 40, U.N.O. SYSTEM ABOVE OR ADEQUATELY BRACED TO PREVENT DAMAGE TO THE WALL. 4. ALL EWP TO BE INSTALLED PER MANUFACTURER's SPECIFICATIONS AND T PREVENT EXTREME CARE MUST BE USED THROUGHOUT CONSTRUCTION O INSTRUCTIONS. MOVEMENT OF RETAINING/FOUNDATION WALLS UNTIL STRUCTURAL SYSTEM :. ALL SHEATHING TO BE AS FOLLOWS: COMPLETION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADEQUATELY 1. SHEATHING SPECIFIED IS THE MINIMUM THICKNESS REQUIRED TO SUPPORT ALL R THROUGHOUT CONSTRUCTION TO MAINTAIN TAIN THE INTEGRITY OF SHORE THE WALLS TH OU S DESIGN LOADS WITHIN CODE LIMITATIONS. ARCHITECTURAL SPECIFICATIONS, T PROVIDE THE DESIGN. IF UNSURE WHAT COURSE OF TO TAKE IN ORDER 0 INCLUDING PRODUCT MANUFACTURER REQUIREMENTS OR A DESIRED HIGHER ADEQUATE TEMPORARY BRACING/SHORING, CONTACT THE ENGINEER OF RECORD PERFORMANCE REQUIREMENT MAY REQUIRE SHEATHING THICKER THAN THAT FOR ADDITIONAL CONSU L TATI O N PRIOR TO PROCEEDING. F. FOOTINGS SHALL BEAR UPON UNDISTURBED SOIL OR UPON SOIL COMPACTED TO A THICKNESS REQUIREMENT. IF ROOF SHEATHING THICKNESS REQUIRED EXCEEDS DENSITY OF MIN. 95% 01 MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM -D 15/32", USE 10d RING -SHANK NAILS. 1557 FOR A DEPTH OF A I LEAST TWO FEET (2') BELOW THE BOTTOM OF THE 2. ALL SHEATHING TO BE APA OR TECO RATED. FOOTING. G. ALL CONCRETE SLABS ON GRADE SHALL BE THE THICKNESS AS INDICATED ON THE E 4. ALL WALL SHEATHING PANEL EDGES TO BE BLOCKED w/ 2x SOLID MATERIAL. DRAWINGS OVER MINIMUM 6 mil. POLYETHYLENE VAPOR BARRIER. SUCH SLABS 5. NOMINAL PANEL THICKNESS SPECIFIED ON PLAN TO BE AS FOLLOWS: SHALL BE REINFORCED WITH 6x6 W1.4x1.4 WWM LAPPED 8" AT EDGES AND ENDS IN a. 7/16" ------ .437" THICKNESS - 24/16 SPAN RATING - R FIBER MESH REINFORCEM ENT SHALL BE CONFORMANCE WITH ASTM A 185, OF b. 15/32" ------ .469" THICKNESS - 32/16 SPAN RATING USED WITH THE MINIMUM 2" FIBER LENGTH AT (1) LB/YD COMPLYING WITH ASTM -C c. 19/32" ------ .594" THICKNESS - 40/20 SPAN RATING 116. H. FILL UNDER CONCRETE SLABS SHALL BE CLEAN SAND FREE OF DEBRIS AND OTHER ). ATTACH ALL STUD COLUMNS, JACK ASSEMBLIES, KING ASSEMBLIES, CORNER POSTS, DELETERIOUS MATERIAL. FILL SHALL BE COMPACTED TO A DENSITY OF AT LEAST ETC. INCLUDING MULTI -PLY STUD MEMBERS AS FOLLOWS: 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM -D 1557). FILL SHALL BE 1. 2x4 POST - (1) ROW OF 10d NAILS @ 6" o/c STAGGERED WITHIN 3/4" OF TREATED WITH TERMITE POISON BEFORE SLAB IS PLACED OR OTHER MEANS OF CENTERLINE OF POST. PROTECTING STRUCTURE FROM WDO's MUST BE INSTALLED AT LATER DATE. I. WHERE SHOWN, CORES OF BLOCK MASONRY SHALL BE FILLED WITH COARSE GROUT 3. 2x8 POST - (1) ROW OF 10d NAILS @ 8" o/c ALONG CENTERLINE AND (2) OR PEA GRAVEL CONCRETE WITH THE MINIMUM COMPRESSIVE STRENGTH OF 2500 ADDITIONAL ROWS @ 8" o/c 1-5/8" OFF STUD EDGE. psi AT 28 DAYS. J. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS: ATTACH GYPSUM TO INTERIOR POST w/ MIN 5d NAILS @ 4" o/c. IF MORE THAN 3 • CONCRETE CAST AGAINST EARTH - 3" PLIES ARE USED, CONNECT EACH OUTER PLY TO SHEATHING AS SPECIFIED. • FORMED CONCRETE EXPOSED TO EARTH OR WEATHER - 1 1/2" . WHERE NOT OTHERWISE SHOWN ON PLANS, ALL ATTACHMENTS SHALL BE AS INTERIOR SLABS WALLS3/4". 1. T ASTM A615 GRADE 40 LONGITUDINAL IN STEEL SHALL CONFORM 0 REINFORC G E ALL NAILS SHALL BE "COMMON", U.N.O. NAIL SIZES TO BE AS FOLLOWS: REINFORCING IN WALLS AND FOOTINGS SHALL BE CONTINUOUS AT CORNERS AND a. 8d - .131"x2-1/2" c. 12d - .148"x3-1/4" INTERSECTIONS. MATCHING CORNER BARS SHALL BE USED. MINIMUM LAP OF F b. 10d- .148"x3" d. 16d - .162"x3-1/2" REINFORCING SHALL BE 25" FOR #5 BARS AND 20" FOR #4 BARS. ALL 90° HOOKS FASTENERS USED FOR ROOF APPLICATIONS TO BE CORROSION RESISTANT PER FBC SHALL HAVE A MIN. BEND LENGTH OF 6" FOR #4 AND 7-1/2" FOR #5 INTO FOOTING 1506.5 (NAILS), 1506.6 (SCREWS), AND 1506.7 (CLIPS). UNLESS NOTED OTHERWISE. J. ALL CONCRETE OPERATIONS, INCLUDING BUT NOT LIMITED TO MIX DESIGN, MIXING, AS NOTED BASED ON ESR -3071 DATED DECEMBER 2015. TRANSPORTING, PLACING, REINFORCING DETAILING AND PLACING, CURING, AND TESTING SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS AND APPLICATION OF ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE". STEEL: A. DETAIL, FABRICATE, AND OR ERECT STEEL ACCORDING TO AISC "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL BUILDINGS". L SHALL BE ASTM A36 EXCEPT AS NOTED BELOW: B. STRUCTURAL STEE S , • PIPE - ASTM A53, TYPE E OR S, GR. B • TUBE - ASTM A500 4 RADE 36 C. ALL BOLTS, ANCHOR BOLTS, AND THREADED RODS SHALL BE ASTM F155 G UNLESS NOTED OTHERWISE. D. HEX NUTS AND COUPLERS USED FOR BOLTS, ANCHOR BOLTS, AND THREADED RODS SHALL BE LOW CARBON STEEL AND MEET OR EXCEED THE CAPACITY OF THE CORRESPONDING A36, SAE 1018 AND GRADE 2 BOLTS, ETC. HEX NUTS AND COUPLERS USED FOR HIGH STRENGTH BOLTS, ANCHOR BOLTS, AND THREADED RODS -ASTM A449 OR SIMILAR SHALL BE HEAVY HEX ASTM A563 GRADE DH. E. ALL WELDING SHALL BE BY A CERTIFIED WELDER IN ACCORDANCE WITH AWS D1.1. WOOD: G. H. I NO STORY k. ALL SOLID SAWN (SS) FRAMING LUMBER TO BE AS FOLLOWS: A 1. RAFTERS/JOISTS - #2 SYP ABOVE 2. WALL PLATES - #2 SYP, U.N.O. B 3. WALL HEADERS - #2 SYP 4 -6 4. WALL STUDS - #2 SPF, U.N.O. ....._............--- ........... .. .__.._........: L4x3x1/4 I. ALL ENGINEERED WOOD PRODUCTS (EWP) TO BE AS FOLLOWS: C 1. ALL STRUCTURAL COMPOSITE LUMBER (SCL) SPECIFIED BY THIS OFFICE TO BE AS _..__ ........................._...-----------+ 1.5x3 -1/2x5/16 FOLLOWS: D a. BEAMS b. COLUMNS - - x 1 1.6x3 1 2 5 6 - ESE - 1.55E - ESE - 1.3E E - LVL - 2.0E - LVL - 1.8E 2 -6x3 -1/2x5/16 - PSL - 2.0E - PSL - 1.8E/2.OE (PER PLAN) F. 2. ALL BEAMS PROVIDED BY OTHERS (e.g. DESIGNED IN CONJUNCTION WITH A FLOOR NOTES: TRUSS SYSTEM) TO BE PER BEAM LIST ON FRAMING PLAN ACCORDING TO BEAM G CALCULATIONS PROVIDED BY OTHERS. REFER TO BEAM CALCULATIONS FOR H INFORMATION IDENTIFYING THE SCL MANUFACTURER, SIZE AND MATERIAL TO BE b. LONG LEG OF ANGLE SHALL BE PLACED IN USED. IT IS IMPORTANT THAT THE BEAM INSTALLED MATCHES THE SIZE, MATERIAL, AND MATERIAL MANUFACTURER SHOWN ON THE BEAM CALCULATION. I. SUBSTITUTING ANOTHER MANUFACTURERS MATERIAL, EVEN WITH MATCHING PROPERTIES, IS NOT ALLOWED WITHOUT WRITTEN NOTICE FROM THIS OFFICE. 3. ALL I -JOISTS TO BE PERFORMANCE RATED I -JOIST (PRI) 40, U.N.O. J. 4. ALL EWP TO BE INSTALLED PER MANUFACTURER's SPECIFICATIONS AND INSTRUCTIONS. :. ALL SHEATHING TO BE AS FOLLOWS: 1. SHEATHING SPECIFIED IS THE MINIMUM THICKNESS REQUIRED TO SUPPORT ALL DESIGN LOADS WITHIN CODE LIMITATIONS. ARCHITECTURAL SPECIFICATIONS, K INCLUDING PRODUCT MANUFACTURER REQUIREMENTS OR A DESIRED HIGHER PERFORMANCE REQUIREMENT MAY REQUIRE SHEATHING THICKER THAN THAT SPECIFIED ON THESE PLANS. FOLLOW THE MOST STRINGENT SHEATHING THICKNESS REQUIREMENT. IF ROOF SHEATHING THICKNESS REQUIRED EXCEEDS L. 15/32", USE 10d RING -SHANK NAILS. 2. ALL SHEATHING TO BE APA OR TECO RATED. 3. ALL ROOF/FLOOR SHEATHING TO BE ORIENTED PERPENDICULAR TO SUPPORTS. 4. ALL WALL SHEATHING PANEL EDGES TO BE BLOCKED w/ 2x SOLID MATERIAL. 5. NOMINAL PANEL THICKNESS SPECIFIED ON PLAN TO BE AS FOLLOWS: a. 7/16" ------ .437" THICKNESS - 24/16 SPAN RATING b. 15/32" ------ .469" THICKNESS - 32/16 SPAN RATING c. 19/32" ------ .594" THICKNESS - 40/20 SPAN RATING d. 23/32" ------ .719" THICKNESS - 48/24 SPAN RATING ). ATTACH ALL STUD COLUMNS, JACK ASSEMBLIES, KING ASSEMBLIES, CORNER POSTS, ETC. INCLUDING MULTI -PLY STUD MEMBERS AS FOLLOWS: 1. 2x4 POST - (1) ROW OF 10d NAILS @ 6" o/c STAGGERED WITHIN 3/4" OF CENTERLINE OF POST. 2. 2x6 POST - (1) ROW OF 10d NAILS @ 4" o/c STAGGERED 1-1/2" OFF STUD EDGE. 3. 2x8 POST - (1) ROW OF 10d NAILS @ 8" o/c ALONG CENTERLINE AND (2) ADDITIONAL ROWS @ 8" o/c 1-5/8" OFF STUD EDGE. . FASTEN WALL SHEATHING TO EACH WALL STUD/POST w/ MIN 8d NAILS @ 12" o/c OR ATTACH GYPSUM TO INTERIOR POST w/ MIN 5d NAILS @ 4" o/c. IF MORE THAN 3 PLIES ARE USED, CONNECT EACH OUTER PLY TO SHEATHING AS SPECIFIED. . WHERE NOT OTHERWISE SHOWN ON PLANS, ALL ATTACHMENTS SHALL BE AS INDICATED IN FBC TABLE 2304.9.1. ALL NAILS SHALL BE "COMMON", U.N.O. NAIL SIZES TO BE AS FOLLOWS: a. 8d - .131"x2-1/2" c. 12d - .148"x3-1/4" b. 10d- .148"x3" d. 16d - .162"x3-1/2" FASTENERS USED FOR ROOF APPLICATIONS TO BE CORROSION RESISTANT PER FBC 1506.5 (NAILS), 1506.6 (SCREWS), AND 1506.7 (CLIPS). USE OF TETRA GRIP (.113"X2-3/8") NAILS TO FASTEN FLOOR SHEATHING IS ALLOWED AS NOTED BASED ON ESR -3071 DATED DECEMBER 2015. r CORROSION/DECAY RESISTANCE: A. ALL STRUCTURAL MEMBERS OF WOOD OR STRUCTURAL COMPOSITE LUMBER IN DIRECT GROUND CONNTACT TO BE PRESERVATIVE -TREATED WOOD CONFORMING TO AWPA STANDARD U1 AND M4 - USE CATEGORY UC4A (UC5C IF IN CONTACT WITH SALT OR BRACKISH lA-'ATER). L MEMBER F WO B. ALL STRUCTURAL S 0 OD OR STRUCTURAL COMPOSITE LUMBER IN EXPOSED TO WEATHER OR WITH THE POTENTIAL FOR EXPOSURE TO BE PRESERVATIVE -TREATED WOOL' CONFORMING TO AWPA STANDARD U1 AND M4 - ATEGORY UC3A. USE C C. ALL INTERIOR WOOD BASED MEMBERS IN DIRECT CONTACT WITH CONCRETE OR MASONRY TO CONFORM TO AWPA STANDARD U1 AND M4 - USE CATEGORY UC1. D. ALL METAL FASTENERS AND CONNECTORS EXPOSED TO WEATHER OR IN CONTACT NATIVE TREATED MATERIALS SHALL Z -M WITH PRESERVATIVE S AL BE AX COATED, HOT DIPPED STAINLESS STEEL OR OTHERWISE RATED BY THE MANUFACTURER FOR GALVANIZED,S TH THE APPLICATION. TEXTERIOR APPLICATION OF ANY COMPATIBILITY WITH HE MATERIAL TREATED WITH A PRESSURE PRESERVATIVE CONTAINING AMMONIA SHALL REQUIRE THE EXCLUSIVE USE OF STAINLESS STEEL. FASTENERS AND CONNECTORS. THE USE OF ANY MATERIAL TREATED WITH THE PRESSURE PRESERVATIVE ACZA SHALL REQUIRE THE EXCLUSIVE USE OF STAINLESS STEEL FASTENERS AND CONNECTORS. . STAINLESS STEEL AND ZINC -PLATED FASTENERS AND CONNECTORS MAY NOT BE COMBINED. USE ONLY SS FASTENERS WITH SS CONNECTORS. USE ONLY ZINC -PLATED FASTENERS WITH ZINC -PLATED CONNECTORS. . REGULAR INSPECTION AND MAINTENANCE OF WOOD, WOOD -BASED AND METAL PRODUCTS USED IN OUTDOOR OR OTHER CORROSIVE ENVIRONMENTS OR APPLICATIONS IS NECESSARY FOR CONTINUED, LONG-TERM PERFORMANCE. MASONRY: A. ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530/ASCE 5/ TMS 402 MASONRY BUILDING CODE. 6. CONCRETE MASONRY UNITS SHALL BE ,ASTM C90-75, HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSION STRENGTH OF 2000 psi (F'm=1500 psi). R T ATM C270 AND BE OF TYPE S. MORTAR HALL CONFORM 0 AS TIM M 0 S D. GROUT WHEN SPECIFIED, SHALL CONFORM TO ASTM C 476 WITH MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 psi. GROUT SHALL BE MIXED TO PROVIDE A SLUMP BETWEEN 8"-11". . PROVIDE PRE -CAST CONCRETE LINTELS OVER ALL OPENINGS PER STRUCTURAL PLANS UNLESS NOTED OTHERWISE. . LAP ALL VERTICAL REINFORCING A MINIMUM OF 20" FOR #4 BARS AND 25" FOR #5 BARS. ALL 90° HOOKS SHALL HAVE A MIN. BEND LENGTH OF 6" FOR #4 AND 7-1/2" FOR #5 INTO FOOTING UNLESS NOTED OTHERWISE. G. ALL CMU TO BE RUNNING BOND CONSTRUCTION. H. BRICK VENEER TIES SHALL BE NO. 9 U.S. GAGE WIRE OR NO. 22 U.S. GAGE x 7/8" CORRUGATED AND SHALL HAVE A HOOK EMBEDDED IN THE MORTAR JOINT. TIES SHALL BE SPACED NO MORE THAN 18 INCISES HORIZONTALLY AND VERTICALLY AND SHALL BE ATTACHED THROUGH THE WALL SHEATHING TO THE WALL STUDS. TIES SHALL BE PLACED WITHIN 12" OF ALL WALL OPENINGS ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER TR SSES: ALL TRUSS ENGINEERING TO BE DESIGNED AND APPROVED BY DELEGATED TRUSS ENGINEER L CENSED TO PERFORM ENGINEERING IN THE STATE OF FLORIDA. ALL ROOF/FLOOR TRUSS ENGINEERING TO MATCH LAYOUT(S) SHOWN ON THE FRAMING PLAN(S). ANY VARIATIONS FOUND SHOULD BE REPORTED TO THIS OFFICE PRIOR TO COMMENCING FOUNDATION POUR OR FRAMING. ALL TRUSSES TO BE DESIGNED TO MEET OR EXCEED THE WIND SPEED / EXPOSURE DESIGNATED IN HE "WIND DESIGN CRITERIA" SHOWN ON THIS SHEET. ALL TRUSSES TO BE DESIGNED TO MEET OR EXCEED THE LOADINGS SPECIFIED IN THE "TRUSS EMBER DESIGN CRITERIA" SHOWN ON THIS SHEET. ALL RIDGE, HIP RIDGE, AND HIP BLOCKING ("DOLLAR EATERS") TO BE 2x4 #2 SYP @ MAX. 24" o/c w/ () .131x3" TOENAILS/END. REFER TO TRUSS ENGINEERING OR TRUSS LAYOUT FOR ALL TRUSS TO TRUSS, BEAM, OR LEDGER CONNECTIONS. IF NO CONNECTION IS SPECIFIED, CONTACT THIS OFFICE IMMEDIATELY. . REFER TO TRUSS ENGINEERING FOR ALL PLY TO PLY CONNECTIONS. TRUSS UPLIFTS REPORTED BY THE TRUSS DESIGN SOFTWARE SHOULD BE DISREGARDED. UPLIFTS AVE BEEN CALCULATED BY THIS OFFICE AND ALL CONNECTIONS SPECIFIED ON THESE PLANS SHOULD BE FOLLOWED. TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO BCSI 1-03 PUBLISHED BY TPI AND WTCA PRIOR TO PERFORMING THESE FUNCTIONS. OP CHORD OF ALL ROOF TRUSSES TO BE BRACED WITH ROOF SHEATHING PER SCHEDULE (SEE FR SHEETS) OR 2x4 #3 SPF PURLINS SPACED ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE TRUSS ENGINEERING BENEATH PIGGYBACK TRUSSES, VALLEY TRUSSES, OR VALLEY VERFRAMING PER DETAIL F/FRD ABOVE. ATTACH PURLINS TO EACH INTERSECTING TOP CHORD / (2) .131x3" NAILS. . BOTTOM CHORD OF ALL ROOF TRUSSES TO BE BRACED WITH PROPERLY APPLIED DRYWALL CEILING R 2x4 #3 SPF PURLINS SPACED ACCORDING TO THE MAXIMUM SPACING ON THE BOTTOM CHORD F THE TRUSS ENGINEERING. ATTACH PURLINS TO EACH INTERSECTING BOTTOM CHORD w/ (2) 31x3" NAILS. SEE DETAIL C/FRD FOR BRACING OF BOTTOM CHORDS AT PORCHES. PERMANENT TRUSS BRACING: WEB BRACING QUANTITY AND LOCATION TO BE INSTALLED AT LOCATIONS SHOWN ON THE TRUSS ENGINEERING. FOR MULTIPLE, IN-LINE WEBS REQUIRING BRACING, REFER TO OPTION 1 BELOW. FOR INDIVIDUAL TRUSS WEBS, L OR T BRACE PER OPTION 2 BELOW. 1) 2x4 S.G. SPF DIACONAL BRACE FROM CONTINUOUS LATERAL BRACE TO UNDERSIDE 0 T USS TOP CHORD. APPLY OVER MIN. (3) TRUSSES @ EACH END 0 EACH CONTINUOUS LATE AL BRACE LINE AN @MAX. 20' INTERVALS BETWEEN ENDS. 2x S.G. SPF LATERAL BRACE. QUANTITY AND LOCATION PER TRUSS ENGINEERING. OV :RLAP SPLICES OVER IN. (2) TRUSSES. F F 45' MAX. I 11D 6" MAX. I� : T -BRACE FASTENED TO WEB w/.1310" @ 6" O/C. T -BRACE TO BE SAME SIZE, SPECIES AND GRADE AS WEB TO I BE BRACED. 'I 6" MAX. - OPTION 1 - - OPTION 2 - CONTIN000S LATERAL BRACING INDIVIDUAL WEB BRACING kTR ! ALL THREAD ROD: SEE TD PAGES AND TDD DETAIL PAGE 3M BEAM .................................................... _.. . ------_._....... :L CENTERLINE .. ............--......... ._................................................... - .. ---.................. ........ ..... :LG ; CEILING ---- _ -- - ----- ---- ------ - - :MU CONCRETE MASONRY UNIT :ONT. CONTINUOUS . - _. ------ET ........................ .......................................... __ ............... --...................................................... ...... _......... ........ _......................................... )L DEAD LOAD )SW4 DOUBLE SIDED SW4 SHEAR WALL - SEE FR PAGES )SW3 DOUBLE SIDED SW3 SHEAR WALL - SEE FR PAGES ....... .... ....----...------------ .R. ENGINEER OF RECORD -------------------t------------- ----------------------- ----- ---------------............._......------------ .--------- ... _.._----...._...._......_...........----------........----------............._.......-.........__...----...._......------........_.-.........--_-_...... .XT. EXTERIOR - - ----- - - -- -- -- - :BC � I FLORIDA BUILDING CODE ._ FOUNDATION SHEET ----- _---T-------- ---- --- ..._----------- -- -- --- --- --- ---------............_.. .......--------------------- :DD FOUNDATION DETAIL SHEET _.....-:-------------------------------------------------- ----.............._..----__......._.-_..._........._.................._........_....................------._...-_--------------------------- -------------._..._...........---- .....---- ------ .._............ R FRAMING SHEET RD I FRAMING DETAIL SHEET 338 SHEAR WALL HOLD DOWN - SEE TD PAGES ---------------- _ ----------..,..__ ...------------ .........._ --...................... __-_ _- _--....._._._._._ ..........._--- ....----_..___- ............. ..------- ----� _. ..-----........--------------------------.........------------- ..........._.. iDR HEADER _............ ... ..-._........ NT. INTERIOR L LIVE LOAD JIAX. I MAXIMUM ................ --........----------------------- -------._..-----------------.....-------------.............---------- JIIN. MINIMUM ........ - - ---.. _. . - - ­- ---..._.. .... ---...--------------_.._ ........ -_._. )12 SHEAR WALL HOLD DOWN - SEE TD PAGES -- - -_... ---_ _ ..... _.. __._ ..-----_ - ------------ )58 SHEAR WALL HOLD DOWN - SEE TD PAGES )/C ION CENTER -- _.- -.......... - - -___ -. ----.._.....................................................................___--------------- ------..... )PT. OPTIONAL ..... ..... .._.........._...._.................... )SB I ORIENTED STRAND BOARD 'CF ' POUNDS PER CUBIC FOOT 'SI I POUNDS PER SQUARE INCH ..........--... ...-- ---- - -_---------------------------------- -------------------------------------------.......-- .----------- ----.......................................... - ... -.............................. 'SF POUNDS PER SQUARE FOOT ............. -................. -- ._........._..._..----_ -.- - - -------------------------------------------------------------------------------------------------....._........._._.....-------- --------- ---........................-.................................. -... 'T i i PRESERVATIVE TREATED / PRESSURE TREATED (TREATED FOR OUTDOOR USE) ZTB BLUE QUICK TIE CABLE - SEE TD PAGES AND TDD DETAIL PAGE TG GREEN QUICK TIE CABLE - SEE TD PAGES AND TDD DETAIL PAGE 2 ------------------........... :............ --...._.......---......................._..........._........................._....-._..-.......................................... --................ ..- - -- - --------- ------ -----------..................... .... ......... ........... ZTO s' ORANGE QUICK TIE CABLE - SEE TD PAGES AND TDD DETAIL PAGE _ .. _.----- ._... ..,..------- - ----- --__ ----- ----------------------------------- ------ -- _---___-------......... .---....................................................... ....-------------------------...............---- ----....... tSD RAISED -�--------------- --- --- ICL ' STRUCTURAL COMPOSITE LUMBER (ESE, LVL, PSL) � G I STUD GRADE ,...................--------.................. -- .--..._.._...... .................... -....---...--- ---- ------------......-_._.........--------------------------------.... .PF GRADE #2 SPRUCE PINE FIR _.......-.-------------;-----------------------------...-----------._...._....--_...... .-..---........._.........._............-.._....-..._..........................._._.....-...........-----------..._._......_._._._......._.................._.--..._...----- _................_...... .S STAINLESS STEEL - ;W6HP I SHEAR WALL - SEE FR PAGES .W6 SHEAR WALL - SEE FR PAGES _.........._..........._:.......-- --------------------------------------------------------------------------------------------------------------....._.__...._............. ..._........ ._.......................... _..--..._.-.._........... _............................._.._..._.... ----------- ;W4 SHEAR WALL - SEE FR PAGES ..--.._........................:.................._.....................-------------------------- ---- .._..- ---- - - --..-..-..................._........................................................_........_.....-...----.........---..._.........---........................._.....__.... SW3 SHEAR WALL - SEE FR PAGES WS1 : SHEAR WALL - SEE FR PAGES NIPI GRADE #2 SOUTHERN YELLOW PINE ................................... _;............ .---------- --.........---.......------------------------------------------------------------------------------------------------..............---....---.............._....................................-. ... ..-. �--------------------------------- 'D TIE DOWN SHEET -DD -TIE DOWN DETAIL SHEET .._.........__.... YP. - TYPICAL - -- _-- ----- -- I.N.O. .... ._._........_...,....WITH------...-...-----...------.............---------------------------------------------------------------- .___.__._.. ...................................._........_.............._-_._........................................._..__I .._..................._......... / -------------- ------------- ------------ --- ---------------------------------------------------------------- v/o WITHOUT --- -- -- --- VWM/F WELDED WIRE MESH/FABRIC ;58 SHEAR WALL HOLD DOWN - SEE TD PAGES ABBREVIATIONS z z?: 00 Vo a 20 J N 0 = w 0-z Of! D J a LTT20BI N/A DTT2Z : N/A HOLD DOWN CONNECTOR SCHEDULE """"' J' " FASTENERS ATTACHMENT TO CONCRETE FOUNDATION TO WOOD POST INTERIOR WALL MONO SLAB @ : STEMWALL @ (no slab edge) EXTERIOR WALL EXTERIOR WALL ------------------------ ------------ „ : 3/8" x 4" ATR 3/8" x 6" ATR 3/8" x 6" ATR (10) .148 x 3 -OR- -OR- -OR- . NAILS , 3/8"x6" TITEN HD'' 3/8"x6" TITEN HDI 3/8"x6" TITEN HD ----------------------- - -- - - - - ---------- - 1 3/8" x 4" ATR I 3/8" x 6" ATR 3/8" x 6" ATR (8) 1/4"x1-1/2" SDS SCREWS -OR- AOR oR 3/8 x6 TITEN HDI 3/8 x6 TITEN HD 3/8"x6" TITEN HD HTT4 HTT4 (18).162 x 2-1/2" NAILS HTT5 1 HTT5 (26) .162 x 2-1/2" NAILS HDQS UPHD8 (20) 1/4" x 3" SDS SCREWS HDU14 UPHDI4I (36) 1/4"x2-1/2" SDS SCREWS 5/8" x 6" ATR 5/8" x 12" ATR : 5/8" x 15" ATR 5/8" x 6" ATR 5/8" x 12" ATR 5/8" x 15" ATR 7/8" x 8" ATR 17/8" x 16" ATR 7/8" x 16" ATR 1" x 10" ATR 1" x 18" ATR I 1" x 20" ATR HOLD-DOWN NOTES: 1. 3/8" ATR ANCHOR REQUIRES 2"x2"x1/4" WASHER FOR USE WITH LTT20B HOLD DOWN. 2. PROVIDE MIN. 2-1/2" EDGE DISTANCE FROM CENTER OF ANCHOR TO SLAB EDGE FOR ALL HOLD DOWNS SPECIFYING A 3/8" ATR. 3. PROVIDE MIN. 3" EDGE DISTANCE FROM CENTER OF ANCHOR TO SLAB EDGE FOR ALL HOLD DOWNS SPECIFYING A 5/8" ATR. 4. PROVIDE MIN. 4" EDGE DISTANCE FROM CENTER OF ANCHOR TO SLAB EDGE FOR ALL HOLD DOWNS SPECIFYING A 7/8" OR 1" ATR. 5. ALL ATR CONNECTIONS ARE EPDXIED CONNECTIONS TO THE FOUNDATION USING SIMPSON "SET -XP" 2 -PART EPDXY INSTALLED PER MANUFACTURER'S INSTRUCTIONS. 6. FOR USP UPHD HOLD DOWNS, USE THE WS3 SCREWS PROVIDED TO ATTACH THE HOLD DOWN TO POST. FILL ALL HOLES. FRAMING CONNECTOR SCHEDULE SIMPSON USP QT FASTENERS CONNECTOR ; ALTERNATIVE i ALTERNATIVE , H2.5 (AorT) RT7A OR RT7�HA4 (5) 8d COMMON x 1-1/2" / END ' - -- - - -- I N/A H8. . 1 RT8A .... -_.. - --11 -- __ -; -- ---_. �- �- (5) 10d COMMON x 1-1/2 / END MTS12 MTW12 - - (7) 10d COMMON x 1-1/2" /END - - , HTS20 HTW20 1 I (12) 10d COMMON x 1-1/2" / END - - - - - -- - -- - I (16) 16d SINKER x 3-1/4" TO TRUSS LGT2 j LUGT2 (14) 16d SINKER x 3-1/4" TO PLATE/POST ---I ------ �------- - -. _ _.. - - I (12) 1/4"x2-1/2" SDS SCREWS TO TRUSS LGT3 i LUGT3 , (26) 16d SINKER x 3-1/4" TO PLATE/POST : ----------------- ------ -1i, : (16) 1/4"x3" SDS SCREWS TO TRUSS LGT4 I LUGT4 I- (30) 16d SINKER x 3-1/4" TO PLATE/POST --- - ......... ....._. .................................... CS22 RS300 CS20-250 1 (7) 8d OR (6) 10d COMMON x 1-1/2" / END - ----- - -- - -- - -- - -- - - - -- - ------ - { CS20 � RS250 , CS20-250 I (8) 8d OR (7) 10d COMMON x 1-1/2" /END j CS18 RS200 CS18-200 (11) 8d OR (9) 10d COMMON x 1-1/2" / END 1 I CS16 I RS150 1 CS16-150-­-] (16) 8d OR (14) 10d COMMON x 1-1/2 / END I .. ._._... _........ ......... ..__... - . . - - -._.- . MSTA12 I MSTA12 I LS12 (5) 10d COMMONx 1-1/2" / END - __ -- - - -- 1- - - - ----- ..__ ---- _ - - ---- ---- .- MSTA18 MSTA18 1 MS24 1 (7) 10d COMMON x 1-1/2" / END --- - - -- - --- - -- - - MSTA24 MSTA24 MS24 (9) 10d COMMON x 1-1/2" / END I - - -- -- - - ----- - - - - MSTA36 li MSTA36 MS36 13 10d COMMON x 1-1 2 END I ( ) I MST48 i KST248 (25) 16d COMMON x 3-1/2" / END - - --- -- -- `_�� MST60 KTS260 I _. (34) 16d COMMON x 3-1/2" / END 6 10d COMMON x 3 TO STUD SP1 SPT22 (4) 10d COMMON x 3" TO PLATE -- ...... i ............................................... (6) 10d COMMON x 3" TO STUD SP2 SPT24 x 3 TO PLATE 10dCOMMON 6 () I, 1 1 ; (4) 10d COMMON x 1-1/2" TO STUD 3 10d COMMON N x 1-1,12" TO DOUBLE PLATE SSP O ; (1) 10d COMMON x 1-1/2" TO SINGLE PLATE --------._ ....... --_..._.. ------a-.. ---- - ---- - .-- - --_ - --- ------ - --__ I (8) 10d COMMON x 1-1/2" TO STUD DSP i ; (6) 10d COMMON x 1-1/2" TO DOUBLE PLATE (2) 10d COMMON x 1-1/2 TO SINGLE PLATE TSP LFTA6 (9) 10d COMMON x 1-1/2" TO STUD I ; (6) 10d COMMON x 1-1/2" TO DOUBLE PLATE �� 12 10d COMM x 1-1 2 TOTAL SPH4/6/8 SPTH4/6/8 ( ) ON / A34 I MP34 SC35 (8) 8d COMMON x 1-1/2" TOTAL ........ LTP4 I MP4F SC35F I (12) 8d COMMON x 1-1/2" TOTAL MEMBER CONNECTION DETAILS �a HIP ROOF - FOLLOW "END ZONE" - NAILING REQUIREMENTS NOTED ON ROOF SHEATHING SCHEDULE. �"Ni � �;.. 4' 1 Y 1 MAIN ROOF BODY J FOLLOW "INTERIOR ZONE" NAILING REQUIREMENTS NOTED ON ROOF SHEATHING SCHEDULE. GABLE ROOF 4 o/c NAILING TO WITHIN 4' OF EACH GABLE END, SEE DETAIL L/FRD. TYPICAL ROOF ZONE NAILING REQUIREMENTS GENERAL DESIGN CRITERIA [BUILDING CODE 2017 FBC -RESIDENTIAL DESIGN GUIDE ASCE 7-10 WIND SPEED (VOLT) 130 mph WIND SPEED (V,D) 101 mph EXPOSURE CATEGORY C BUILDING TYPE ENCLOSED RISK CATEGORY II TOPOGRAPHY FLAT MEAN ROOF HEIGHT < 30' USE L. L. D. L. L.L.A T.L.A ROOF a (SHINGLE) 20 7 L/240 L/180 FLOOR (ROOMS) 40 15 L/360 L/240 FLOOR (DECKS) 40 15 L/360 L/240 FLOOR (GAME ROOMS) 60 15 L/360 L/240 FLOOR (BALCONIES) 60 15 L/360 L/240 ATTIC CEILING (STORAGE) 20 5 L/360 L/240 ATTIC CEILING (NO STORAGE) 10 5L/360 L/240 WALL (BRITTLE FINISH) L/360 WALL (FLEXIBLE FINISH) L/180 TIE -DOWN DESIGN TYPE ATR/QT SYSTEM DESIGN (C&C) PRESSURES OPENING SIZE OR I INTERIOR END SURFACE TRIBUTARY AREA IN ZONES ZONES SQUARE FEET (+) (-) (+) (-) 0-20 25.6 27.7 25.6 34.2 21-50 24.5 26.7 24.5 32.1 WINDOWS 51-100 23.0 25.1 23.0 29.0 DOORS 101-200 WALLS 21.7 23.8 21.7 26.7 201-500 20.6 22.8 20.6 24.3 > 500 19.1 21.2 19.1 21.2 SOFFITSA LL 25.6 27.7 �34.2� REVIEWED D FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH OFFICE COPY SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY.-_,Q2),DATE: f a dC,j b VERSION 5.1 � 11 "I'll"", ��0000000000�oo�000000�� ����00000000000�0�0��000 IN GOD WE TRUST __.__ I . 11 1MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE. STE. 3 ST. AlJGUSTINE - FL - 32092 ! C.O.A.#20894 - (904)342-8751 JOB NUMBER J13405 W Z W Q U _j 7 Lo WL � � 0 WQrn uJ W >- ❑ J��I- I Q Z W W W0� 0 (f)]0= Q _ U U UJ In ❑ J � U 7 Z Q . I w WW\ rnrn .J ❑ U� o� Ln a.OU PRIOR VERSION DATES DESIGNED BY: BAM DRAWN BY: TPM CHECKED BY: BAM SHEET c S PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 &����lifi i"f" A. °®N`k �, ' 'E' . ° � ' iii No 64 1 Z 0 0 *� = - -. i em ° ;VI° E F ° Q/ 5/8/ 1 8 I NO STORY TWO STORIES: ONE STORY 0 SIZE OF STEEL ANGLE : ABOVE ABOVE ABOVE _ .... _.._......_..........._.......-.......................... -._..._......---------------------------i.....-.-.__.._---_-........................_.............---................................................... L3x3x1/4 6 -0 4 -6 __... 3 .0... : i ...........-........, ....._............--- ........... .. .__.._........: L4x3x1/4 - 8'-0" ..... - 6'-0" 4'-6" _..__ ........................._...-----------+ 1.5x3 -1/2x5/16 �� 10 -0 �� 8 -0 6 -0 �� - - x 1 1.6x3 1 2 5 6 _. 14 -0 - 9 6 7 -0 2 -6x3 -1/2x5/16 20'-O" 12'-0" 9'-6" ' NOTES: a. LINTELS SHALL HAVE A LENGTH OF BEARING NOT LESS THAN 4". b. LONG LEG OF ANGLE SHALL BE PLACED IN A VERTICAL POSITION. c. CONTACT THIS OFFICE FOR OPENING WIDTHS EXCEEDING THOSE SHOWN TR SSES: ALL TRUSS ENGINEERING TO BE DESIGNED AND APPROVED BY DELEGATED TRUSS ENGINEER L CENSED TO PERFORM ENGINEERING IN THE STATE OF FLORIDA. ALL ROOF/FLOOR TRUSS ENGINEERING TO MATCH LAYOUT(S) SHOWN ON THE FRAMING PLAN(S). ANY VARIATIONS FOUND SHOULD BE REPORTED TO THIS OFFICE PRIOR TO COMMENCING FOUNDATION POUR OR FRAMING. ALL TRUSSES TO BE DESIGNED TO MEET OR EXCEED THE WIND SPEED / EXPOSURE DESIGNATED IN HE "WIND DESIGN CRITERIA" SHOWN ON THIS SHEET. ALL TRUSSES TO BE DESIGNED TO MEET OR EXCEED THE LOADINGS SPECIFIED IN THE "TRUSS EMBER DESIGN CRITERIA" SHOWN ON THIS SHEET. ALL RIDGE, HIP RIDGE, AND HIP BLOCKING ("DOLLAR EATERS") TO BE 2x4 #2 SYP @ MAX. 24" o/c w/ () .131x3" TOENAILS/END. REFER TO TRUSS ENGINEERING OR TRUSS LAYOUT FOR ALL TRUSS TO TRUSS, BEAM, OR LEDGER CONNECTIONS. IF NO CONNECTION IS SPECIFIED, CONTACT THIS OFFICE IMMEDIATELY. . REFER TO TRUSS ENGINEERING FOR ALL PLY TO PLY CONNECTIONS. TRUSS UPLIFTS REPORTED BY THE TRUSS DESIGN SOFTWARE SHOULD BE DISREGARDED. UPLIFTS AVE BEEN CALCULATED BY THIS OFFICE AND ALL CONNECTIONS SPECIFIED ON THESE PLANS SHOULD BE FOLLOWED. TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO BCSI 1-03 PUBLISHED BY TPI AND WTCA PRIOR TO PERFORMING THESE FUNCTIONS. OP CHORD OF ALL ROOF TRUSSES TO BE BRACED WITH ROOF SHEATHING PER SCHEDULE (SEE FR SHEETS) OR 2x4 #3 SPF PURLINS SPACED ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE TRUSS ENGINEERING BENEATH PIGGYBACK TRUSSES, VALLEY TRUSSES, OR VALLEY VERFRAMING PER DETAIL F/FRD ABOVE. ATTACH PURLINS TO EACH INTERSECTING TOP CHORD / (2) .131x3" NAILS. . BOTTOM CHORD OF ALL ROOF TRUSSES TO BE BRACED WITH PROPERLY APPLIED DRYWALL CEILING R 2x4 #3 SPF PURLINS SPACED ACCORDING TO THE MAXIMUM SPACING ON THE BOTTOM CHORD F THE TRUSS ENGINEERING. ATTACH PURLINS TO EACH INTERSECTING BOTTOM CHORD w/ (2) 31x3" NAILS. SEE DETAIL C/FRD FOR BRACING OF BOTTOM CHORDS AT PORCHES. PERMANENT TRUSS BRACING: WEB BRACING QUANTITY AND LOCATION TO BE INSTALLED AT LOCATIONS SHOWN ON THE TRUSS ENGINEERING. FOR MULTIPLE, IN-LINE WEBS REQUIRING BRACING, REFER TO OPTION 1 BELOW. FOR INDIVIDUAL TRUSS WEBS, L OR T BRACE PER OPTION 2 BELOW. 1) 2x4 S.G. SPF DIACONAL BRACE FROM CONTINUOUS LATERAL BRACE TO UNDERSIDE 0 T USS TOP CHORD. APPLY OVER MIN. (3) TRUSSES @ EACH END 0 EACH CONTINUOUS LATE AL BRACE LINE AN @MAX. 20' INTERVALS BETWEEN ENDS. 2x S.G. SPF LATERAL BRACE. QUANTITY AND LOCATION PER TRUSS ENGINEERING. OV :RLAP SPLICES OVER IN. (2) TRUSSES. F F 45' MAX. I 11D 6" MAX. I� : T -BRACE FASTENED TO WEB w/.1310" @ 6" O/C. T -BRACE TO BE SAME SIZE, SPECIES AND GRADE AS WEB TO I BE BRACED. 'I 6" MAX. - OPTION 1 - - OPTION 2 - CONTIN000S LATERAL BRACING INDIVIDUAL WEB BRACING kTR ! ALL THREAD ROD: SEE TD PAGES AND TDD DETAIL PAGE 3M BEAM .................................................... _.. . ------_._....... :L CENTERLINE .. ............--......... ._................................................... - .. ---.................. ........ ..... :LG ; CEILING ---- _ -- - ----- ---- ------ - - :MU CONCRETE MASONRY UNIT :ONT. CONTINUOUS . - _. ------ET ........................ .......................................... __ ............... --...................................................... ...... _......... ........ _......................................... )L DEAD LOAD )SW4 DOUBLE SIDED SW4 SHEAR WALL - SEE FR PAGES )SW3 DOUBLE SIDED SW3 SHEAR WALL - SEE FR PAGES ....... .... ....----...------------ .R. ENGINEER OF RECORD -------------------t------------- ----------------------- ----- ---------------............._......------------ .--------- ... _.._----...._...._......_...........----------........----------............._.......-.........__...----...._......------........_.-.........--_-_...... .XT. EXTERIOR - - ----- - - -- -- -- - :BC � I FLORIDA BUILDING CODE ._ FOUNDATION SHEET ----- _---T-------- ---- --- ..._----------- -- -- --- --- --- ---------............_.. .......--------------------- :DD FOUNDATION DETAIL SHEET _.....-:-------------------------------------------------- ----.............._..----__......._.-_..._........._.................._........_....................------._...-_--------------------------- -------------._..._...........---- .....---- ------ .._............ R FRAMING SHEET RD I FRAMING DETAIL SHEET 338 SHEAR WALL HOLD DOWN - SEE TD PAGES ---------------- _ ----------..,..__ ...------------ .........._ --...................... __-_ _- _--....._._._._._ ..........._--- ....----_..___- ............. ..------- ----� _. ..-----........--------------------------.........------------- ..........._.. iDR HEADER _............ ... ..-._........ NT. INTERIOR L LIVE LOAD JIAX. I MAXIMUM ................ --........----------------------- -------._..-----------------.....-------------.............---------- JIIN. MINIMUM ........ - - ---.. _. . - - ­- ---..._.. .... ---...--------------_.._ ........ -_._. )12 SHEAR WALL HOLD DOWN - SEE TD PAGES -- - -_... ---_ _ ..... _.. __._ ..-----_ - ------------ )58 SHEAR WALL HOLD DOWN - SEE TD PAGES )/C ION CENTER -- _.- -.......... - - -___ -. ----.._.....................................................................___--------------- ------..... )PT. OPTIONAL ..... ..... .._.........._...._.................... )SB I ORIENTED STRAND BOARD 'CF ' POUNDS PER CUBIC FOOT 'SI I POUNDS PER SQUARE INCH ..........--... ...-- ---- - -_---------------------------------- -------------------------------------------.......-- .----------- ----.......................................... - ... -.............................. 'SF POUNDS PER SQUARE FOOT ............. -................. -- ._........._..._..----_ -.- - - -------------------------------------------------------------------------------------------------....._........._._.....-------- --------- ---........................-.................................. -... 'T i i PRESERVATIVE TREATED / PRESSURE TREATED (TREATED FOR OUTDOOR USE) ZTB BLUE QUICK TIE CABLE - SEE TD PAGES AND TDD DETAIL PAGE TG GREEN QUICK TIE CABLE - SEE TD PAGES AND TDD DETAIL PAGE 2 ------------------........... :............ --...._.......---......................._..........._........................._....-._..-.......................................... --................ ..- - -- - --------- ------ -----------..................... .... ......... ........... ZTO s' ORANGE QUICK TIE CABLE - SEE TD PAGES AND TDD DETAIL PAGE _ .. _.----- ._... ..,..------- - ----- --__ ----- ----------------------------------- ------ -- _---___-------......... .---....................................................... ....-------------------------...............---- ----....... tSD RAISED -�--------------- --- --- ICL ' STRUCTURAL COMPOSITE LUMBER (ESE, LVL, PSL) � G I STUD GRADE ,...................--------.................. -- .--..._.._...... .................... -....---...--- ---- ------------......-_._.........--------------------------------.... .PF GRADE #2 SPRUCE PINE FIR _.......-.-------------;-----------------------------...-----------._...._....--_...... .-..---........._.........._............-.._....-..._..........................._._.....-...........-----------..._._......_._._._......._.................._.--..._...----- _................_...... .S STAINLESS STEEL - ;W6HP I SHEAR WALL - SEE FR PAGES .W6 SHEAR WALL - SEE FR PAGES _.........._..........._:.......-- --------------------------------------------------------------------------------------------------------------....._.__...._............. ..._........ ._.......................... _..--..._.-.._........... _............................._.._..._.... ----------- ;W4 SHEAR WALL - SEE FR PAGES ..--.._........................:.................._.....................-------------------------- ---- .._..- ---- - - --..-..-..................._........................................................_........_.....-...----.........---..._.........---........................._.....__.... SW3 SHEAR WALL - SEE FR PAGES WS1 : SHEAR WALL - SEE FR PAGES NIPI GRADE #2 SOUTHERN YELLOW PINE ................................... _;............ .---------- --.........---.......------------------------------------------------------------------------------------------------..............---....---.............._....................................-. ... ..-. �--------------------------------- 'D TIE DOWN SHEET -DD -TIE DOWN DETAIL SHEET .._.........__.... YP. - TYPICAL - -- _-- ----- -- I.N.O. .... ._._........_...,....WITH------...-...-----...------.............---------------------------------------------------------------- .___.__._.. ...................................._........_.............._-_._........................................._..__I .._..................._......... / -------------- ------------- ------------ --- ---------------------------------------------------------------- v/o WITHOUT --- -- -- --- VWM/F WELDED WIRE MESH/FABRIC ;58 SHEAR WALL HOLD DOWN - SEE TD PAGES ABBREVIATIONS z z?: 00 Vo a 20 J N 0 = w 0-z Of! D J a LTT20BI N/A DTT2Z : N/A HOLD DOWN CONNECTOR SCHEDULE """"' J' " FASTENERS ATTACHMENT TO CONCRETE FOUNDATION TO WOOD POST INTERIOR WALL MONO SLAB @ : STEMWALL @ (no slab edge) EXTERIOR WALL EXTERIOR WALL ------------------------ ------------ „ : 3/8" x 4" ATR 3/8" x 6" ATR 3/8" x 6" ATR (10) .148 x 3 -OR- -OR- -OR- . NAILS , 3/8"x6" TITEN HD'' 3/8"x6" TITEN HDI 3/8"x6" TITEN HD ----------------------- - -- - - - - ---------- - 1 3/8" x 4" ATR I 3/8" x 6" ATR 3/8" x 6" ATR (8) 1/4"x1-1/2" SDS SCREWS -OR- AOR oR 3/8 x6 TITEN HDI 3/8 x6 TITEN HD 3/8"x6" TITEN HD HTT4 HTT4 (18).162 x 2-1/2" NAILS HTT5 1 HTT5 (26) .162 x 2-1/2" NAILS HDQS UPHD8 (20) 1/4" x 3" SDS SCREWS HDU14 UPHDI4I (36) 1/4"x2-1/2" SDS SCREWS 5/8" x 6" ATR 5/8" x 12" ATR : 5/8" x 15" ATR 5/8" x 6" ATR 5/8" x 12" ATR 5/8" x 15" ATR 7/8" x 8" ATR 17/8" x 16" ATR 7/8" x 16" ATR 1" x 10" ATR 1" x 18" ATR I 1" x 20" ATR HOLD-DOWN NOTES: 1. 3/8" ATR ANCHOR REQUIRES 2"x2"x1/4" WASHER FOR USE WITH LTT20B HOLD DOWN. 2. PROVIDE MIN. 2-1/2" EDGE DISTANCE FROM CENTER OF ANCHOR TO SLAB EDGE FOR ALL HOLD DOWNS SPECIFYING A 3/8" ATR. 3. PROVIDE MIN. 3" EDGE DISTANCE FROM CENTER OF ANCHOR TO SLAB EDGE FOR ALL HOLD DOWNS SPECIFYING A 5/8" ATR. 4. PROVIDE MIN. 4" EDGE DISTANCE FROM CENTER OF ANCHOR TO SLAB EDGE FOR ALL HOLD DOWNS SPECIFYING A 7/8" OR 1" ATR. 5. ALL ATR CONNECTIONS ARE EPDXIED CONNECTIONS TO THE FOUNDATION USING SIMPSON "SET -XP" 2 -PART EPDXY INSTALLED PER MANUFACTURER'S INSTRUCTIONS. 6. FOR USP UPHD HOLD DOWNS, USE THE WS3 SCREWS PROVIDED TO ATTACH THE HOLD DOWN TO POST. FILL ALL HOLES. FRAMING CONNECTOR SCHEDULE SIMPSON USP QT FASTENERS CONNECTOR ; ALTERNATIVE i ALTERNATIVE , H2.5 (AorT) RT7A OR RT7�HA4 (5) 8d COMMON x 1-1/2" / END ' - -- - - -- I N/A H8. . 1 RT8A .... -_.. - --11 -- __ -; -- ---_. �- �- (5) 10d COMMON x 1-1/2 / END MTS12 MTW12 - - (7) 10d COMMON x 1-1/2" /END - - , HTS20 HTW20 1 I (12) 10d COMMON x 1-1/2" / END - - - - - -- - -- - I (16) 16d SINKER x 3-1/4" TO TRUSS LGT2 j LUGT2 (14) 16d SINKER x 3-1/4" TO PLATE/POST ---I ------ �------- - -. _ _.. - - I (12) 1/4"x2-1/2" SDS SCREWS TO TRUSS LGT3 i LUGT3 , (26) 16d SINKER x 3-1/4" TO PLATE/POST : ----------------- ------ -1i, : (16) 1/4"x3" SDS SCREWS TO TRUSS LGT4 I LUGT4 I- (30) 16d SINKER x 3-1/4" TO PLATE/POST --- - ......... ....._. .................................... CS22 RS300 CS20-250 1 (7) 8d OR (6) 10d COMMON x 1-1/2" / END - ----- - -- - -- - -- - -- - - - -- - ------ - { CS20 � RS250 , CS20-250 I (8) 8d OR (7) 10d COMMON x 1-1/2" /END j CS18 RS200 CS18-200 (11) 8d OR (9) 10d COMMON x 1-1/2" / END 1 I CS16 I RS150 1 CS16-150-­-] (16) 8d OR (14) 10d COMMON x 1-1/2 / END I .. ._._... _........ ......... ..__... - . . - - -._.- . MSTA12 I MSTA12 I LS12 (5) 10d COMMONx 1-1/2" / END - __ -- - - -- 1- - - - ----- ..__ ---- _ - - ---- ---- .- MSTA18 MSTA18 1 MS24 1 (7) 10d COMMON x 1-1/2" / END --- - - -- - --- - -- - - MSTA24 MSTA24 MS24 (9) 10d COMMON x 1-1/2" / END I - - -- -- - - ----- - - - - MSTA36 li MSTA36 MS36 13 10d COMMON x 1-1 2 END I ( ) I MST48 i KST248 (25) 16d COMMON x 3-1/2" / END - - --- -- -- `_�� MST60 KTS260 I _. (34) 16d COMMON x 3-1/2" / END 6 10d COMMON x 3 TO STUD SP1 SPT22 (4) 10d COMMON x 3" TO PLATE -- ...... i ............................................... (6) 10d COMMON x 3" TO STUD SP2 SPT24 x 3 TO PLATE 10dCOMMON 6 () I, 1 1 ; (4) 10d COMMON x 1-1/2" TO STUD 3 10d COMMON N x 1-1,12" TO DOUBLE PLATE SSP O ; (1) 10d COMMON x 1-1/2" TO SINGLE PLATE --------._ ....... --_..._.. ------a-.. ---- - ---- - .-- - --_ - --- ------ - --__ I (8) 10d COMMON x 1-1/2" TO STUD DSP i ; (6) 10d COMMON x 1-1/2" TO DOUBLE PLATE (2) 10d COMMON x 1-1/2 TO SINGLE PLATE TSP LFTA6 (9) 10d COMMON x 1-1/2" TO STUD I ; (6) 10d COMMON x 1-1/2" TO DOUBLE PLATE �� 12 10d COMM x 1-1 2 TOTAL SPH4/6/8 SPTH4/6/8 ( ) ON / A34 I MP34 SC35 (8) 8d COMMON x 1-1/2" TOTAL ........ LTP4 I MP4F SC35F I (12) 8d COMMON x 1-1/2" TOTAL MEMBER CONNECTION DETAILS �a HIP ROOF - FOLLOW "END ZONE" - NAILING REQUIREMENTS NOTED ON ROOF SHEATHING SCHEDULE. �"Ni � �;.. 4' 1 Y 1 MAIN ROOF BODY J FOLLOW "INTERIOR ZONE" NAILING REQUIREMENTS NOTED ON ROOF SHEATHING SCHEDULE. GABLE ROOF 4 o/c NAILING TO WITHIN 4' OF EACH GABLE END, SEE DETAIL L/FRD. TYPICAL ROOF ZONE NAILING REQUIREMENTS GENERAL DESIGN CRITERIA [BUILDING CODE 2017 FBC -RESIDENTIAL DESIGN GUIDE ASCE 7-10 WIND SPEED (VOLT) 130 mph WIND SPEED (V,D) 101 mph EXPOSURE CATEGORY C BUILDING TYPE ENCLOSED RISK CATEGORY II TOPOGRAPHY FLAT MEAN ROOF HEIGHT < 30' USE L. L. D. L. L.L.A T.L.A ROOF a (SHINGLE) 20 7 L/240 L/180 FLOOR (ROOMS) 40 15 L/360 L/240 FLOOR (DECKS) 40 15 L/360 L/240 FLOOR (GAME ROOMS) 60 15 L/360 L/240 FLOOR (BALCONIES) 60 15 L/360 L/240 ATTIC CEILING (STORAGE) 20 5 L/360 L/240 ATTIC CEILING (NO STORAGE) 10 5L/360 L/240 WALL (BRITTLE FINISH) L/360 WALL (FLEXIBLE FINISH) L/180 TIE -DOWN DESIGN TYPE ATR/QT SYSTEM DESIGN (C&C) PRESSURES OPENING SIZE OR I INTERIOR END SURFACE TRIBUTARY AREA IN ZONES ZONES SQUARE FEET (+) (-) (+) (-) 0-20 25.6 27.7 25.6 34.2 21-50 24.5 26.7 24.5 32.1 WINDOWS 51-100 23.0 25.1 23.0 29.0 DOORS 101-200 WALLS 21.7 23.8 21.7 26.7 201-500 20.6 22.8 20.6 24.3 > 500 19.1 21.2 19.1 21.2 SOFFITSA LL 25.6 27.7 �34.2� REVIEWED D FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH OFFICE COPY SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY.-_,Q2),DATE: f a dC,j b VERSION 5.1 � 11 "I'll"", ��0000000000�oo�000000�� ����00000000000�0�0��000 IN GOD WE TRUST __.__ I . 11 1MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE. STE. 3 ST. AlJGUSTINE - FL - 32092 ! C.O.A.#20894 - (904)342-8751 JOB NUMBER J13405 W Z W Q U _j 7 Lo WL � � 0 WQrn uJ W >- ❑ J��I- I Q Z W W W0� 0 (f)]0= Q _ U U UJ In ❑ J � U 7 Z Q . I w WW\ rnrn .J ❑ U� o� Ln a.OU PRIOR VERSION DATES DESIGNED BY: BAM DRAWN BY: TPM CHECKED BY: BAM SHEET c S PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 &����lifi i"f" A. °®N`k �, ' 'E' . ° � ' iii No 64 1 Z 0 0 *� = - -. i em ° ;VI° E F ° Q/ 5/8/ 1 8 6" MAX. I� : T -BRACE FASTENED TO WEB w/.1310" @ 6" O/C. T -BRACE TO BE SAME SIZE, SPECIES AND GRADE AS WEB TO I BE BRACED. 'I 6" MAX. - OPTION 1 - - OPTION 2 - CONTIN000S LATERAL BRACING INDIVIDUAL WEB BRACING kTR ! ALL THREAD ROD: SEE TD PAGES AND TDD DETAIL PAGE 3M BEAM .................................................... _.. . ------_._....... :L CENTERLINE .. ............--......... ._................................................... - .. ---.................. ........ ..... :LG ; CEILING ---- _ -- - ----- ---- ------ - - :MU CONCRETE MASONRY UNIT :ONT. CONTINUOUS . - _. ------ET ........................ .......................................... __ ............... --...................................................... ...... _......... ........ _......................................... )L DEAD LOAD )SW4 DOUBLE SIDED SW4 SHEAR WALL - SEE FR PAGES )SW3 DOUBLE SIDED SW3 SHEAR WALL - SEE FR PAGES ....... .... ....----...------------ .R. ENGINEER OF RECORD -------------------t------------- ----------------------- ----- ---------------............._......------------ .--------- ... _.._----...._...._......_...........----------........----------............._.......-.........__...----...._......------........_.-.........--_-_...... .XT. EXTERIOR - - ----- - - -- -- -- - :BC � I FLORIDA BUILDING CODE ._ FOUNDATION SHEET ----- _---T-------- ---- --- ..._----------- -- -- --- --- --- ---------............_.. .......--------------------- :DD FOUNDATION DETAIL SHEET _.....-:-------------------------------------------------- ----.............._..----__......._.-_..._........._.................._........_....................------._...-_--------------------------- -------------._..._...........---- .....---- ------ .._............ R FRAMING SHEET RD I FRAMING DETAIL SHEET 338 SHEAR WALL HOLD DOWN - SEE TD PAGES ---------------- _ ----------..,..__ ...------------ .........._ --...................... __-_ _- _--....._._._._._ ..........._--- ....----_..___- ............. ..------- ----� _. ..-----........--------------------------.........------------- ..........._.. iDR HEADER _............ ... ..-._........ NT. INTERIOR L LIVE LOAD JIAX. I MAXIMUM ................ --........----------------------- -------._..-----------------.....-------------.............---------- JIIN. MINIMUM ........ - - ---.. _. . - - ­- ---..._.. .... ---...--------------_.._ ........ -_._. )12 SHEAR WALL HOLD DOWN - SEE TD PAGES -- - -_... ---_ _ ..... _.. __._ ..-----_ - ------------ )58 SHEAR WALL HOLD DOWN - SEE TD PAGES )/C ION CENTER -- _.- -.......... - - -___ -. ----.._.....................................................................___--------------- ------..... )PT. OPTIONAL ..... ..... .._.........._...._.................... )SB I ORIENTED STRAND BOARD 'CF ' POUNDS PER CUBIC FOOT 'SI I POUNDS PER SQUARE INCH ..........--... ...-- ---- - -_---------------------------------- -------------------------------------------.......-- .----------- ----.......................................... - ... -.............................. 'SF POUNDS PER SQUARE FOOT ............. -................. -- ._........._..._..----_ -.- - - -------------------------------------------------------------------------------------------------....._........._._.....-------- --------- ---........................-.................................. -... 'T i i PRESERVATIVE TREATED / PRESSURE TREATED (TREATED FOR OUTDOOR USE) ZTB BLUE QUICK TIE CABLE - SEE TD PAGES AND TDD DETAIL PAGE TG GREEN QUICK TIE CABLE - SEE TD PAGES AND TDD DETAIL PAGE 2 ------------------........... :............ --...._.......---......................._..........._........................._....-._..-.......................................... --................ ..- - -- - --------- ------ -----------..................... .... ......... ........... ZTO s' ORANGE QUICK TIE CABLE - SEE TD PAGES AND TDD DETAIL PAGE _ .. _.----- ._... ..,..------- - ----- --__ ----- ----------------------------------- ------ -- _---___-------......... .---....................................................... ....-------------------------...............---- ----....... tSD RAISED -�--------------- --- --- ICL ' STRUCTURAL COMPOSITE LUMBER (ESE, LVL, PSL) � G I STUD GRADE ,...................--------.................. -- .--..._.._...... .................... -....---...--- ---- ------------......-_._.........--------------------------------.... .PF GRADE #2 SPRUCE PINE FIR _.......-.-------------;-----------------------------...-----------._...._....--_...... .-..---........._.........._............-.._....-..._..........................._._.....-...........-----------..._._......_._._._......._.................._.--..._...----- _................_...... .S STAINLESS STEEL - ;W6HP I SHEAR WALL - SEE FR PAGES .W6 SHEAR WALL - SEE FR PAGES _.........._..........._:.......-- --------------------------------------------------------------------------------------------------------------....._.__...._............. ..._........ ._.......................... _..--..._.-.._........... _............................._.._..._.... ----------- ;W4 SHEAR WALL - SEE FR PAGES ..--.._........................:.................._.....................-------------------------- ---- .._..- ---- - - --..-..-..................._........................................................_........_.....-...----.........---..._.........---........................._.....__.... SW3 SHEAR WALL - SEE FR PAGES WS1 : SHEAR WALL - SEE FR PAGES NIPI GRADE #2 SOUTHERN YELLOW PINE ................................... _;............ .---------- --.........---.......------------------------------------------------------------------------------------------------..............---....---.............._....................................-. ... ..-. �--------------------------------- 'D TIE DOWN SHEET -DD -TIE DOWN DETAIL SHEET .._.........__.... YP. - TYPICAL - -- _-- ----- -- I.N.O. .... ._._........_...,....WITH------...-...-----...------.............---------------------------------------------------------------- .___.__._.. ...................................._........_.............._-_._........................................._..__I .._..................._......... / -------------- ------------- ------------ --- ---------------------------------------------------------------- v/o WITHOUT --- -- -- --- VWM/F WELDED WIRE MESH/FABRIC ;58 SHEAR WALL HOLD DOWN - SEE TD PAGES ABBREVIATIONS z z?: 00 Vo a 20 J N 0 = w 0-z Of! D J a LTT20BI N/A DTT2Z : N/A HOLD DOWN CONNECTOR SCHEDULE """"' J' " FASTENERS ATTACHMENT TO CONCRETE FOUNDATION TO WOOD POST INTERIOR WALL MONO SLAB @ : STEMWALL @ (no slab edge) EXTERIOR WALL EXTERIOR WALL ------------------------ ------------ „ : 3/8" x 4" ATR 3/8" x 6" ATR 3/8" x 6" ATR (10) .148 x 3 -OR- -OR- -OR- . NAILS , 3/8"x6" TITEN HD'' 3/8"x6" TITEN HDI 3/8"x6" TITEN HD ----------------------- - -- - - - - ---------- - 1 3/8" x 4" ATR I 3/8" x 6" ATR 3/8" x 6" ATR (8) 1/4"x1-1/2" SDS SCREWS -OR- AOR oR 3/8 x6 TITEN HDI 3/8 x6 TITEN HD 3/8"x6" TITEN HD HTT4 HTT4 (18).162 x 2-1/2" NAILS HTT5 1 HTT5 (26) .162 x 2-1/2" NAILS HDQS UPHD8 (20) 1/4" x 3" SDS SCREWS HDU14 UPHDI4I (36) 1/4"x2-1/2" SDS SCREWS 5/8" x 6" ATR 5/8" x 12" ATR : 5/8" x 15" ATR 5/8" x 6" ATR 5/8" x 12" ATR 5/8" x 15" ATR 7/8" x 8" ATR 17/8" x 16" ATR 7/8" x 16" ATR 1" x 10" ATR 1" x 18" ATR I 1" x 20" ATR HOLD-DOWN NOTES: 1. 3/8" ATR ANCHOR REQUIRES 2"x2"x1/4" WASHER FOR USE WITH LTT20B HOLD DOWN. 2. PROVIDE MIN. 2-1/2" EDGE DISTANCE FROM CENTER OF ANCHOR TO SLAB EDGE FOR ALL HOLD DOWNS SPECIFYING A 3/8" ATR. 3. PROVIDE MIN. 3" EDGE DISTANCE FROM CENTER OF ANCHOR TO SLAB EDGE FOR ALL HOLD DOWNS SPECIFYING A 5/8" ATR. 4. PROVIDE MIN. 4" EDGE DISTANCE FROM CENTER OF ANCHOR TO SLAB EDGE FOR ALL HOLD DOWNS SPECIFYING A 7/8" OR 1" ATR. 5. ALL ATR CONNECTIONS ARE EPDXIED CONNECTIONS TO THE FOUNDATION USING SIMPSON "SET -XP" 2 -PART EPDXY INSTALLED PER MANUFACTURER'S INSTRUCTIONS. 6. FOR USP UPHD HOLD DOWNS, USE THE WS3 SCREWS PROVIDED TO ATTACH THE HOLD DOWN TO POST. FILL ALL HOLES. FRAMING CONNECTOR SCHEDULE SIMPSON USP QT FASTENERS CONNECTOR ; ALTERNATIVE i ALTERNATIVE , H2.5 (AorT) RT7A OR RT7�HA4 (5) 8d COMMON x 1-1/2" / END ' - -- - - -- I N/A H8. . 1 RT8A .... -_.. - --11 -- __ -; -- ---_. �- �- (5) 10d COMMON x 1-1/2 / END MTS12 MTW12 - - (7) 10d COMMON x 1-1/2" /END - - , HTS20 HTW20 1 I (12) 10d COMMON x 1-1/2" / END - - - - - -- - -- - I (16) 16d SINKER x 3-1/4" TO TRUSS LGT2 j LUGT2 (14) 16d SINKER x 3-1/4" TO PLATE/POST ---I ------ �------- - -. _ _.. - - I (12) 1/4"x2-1/2" SDS SCREWS TO TRUSS LGT3 i LUGT3 , (26) 16d SINKER x 3-1/4" TO PLATE/POST : ----------------- ------ -1i, : (16) 1/4"x3" SDS SCREWS TO TRUSS LGT4 I LUGT4 I- (30) 16d SINKER x 3-1/4" TO PLATE/POST --- - ......... ....._. .................................... CS22 RS300 CS20-250 1 (7) 8d OR (6) 10d COMMON x 1-1/2" / END - ----- - -- - -- - -- - -- - - - -- - ------ - { CS20 � RS250 , CS20-250 I (8) 8d OR (7) 10d COMMON x 1-1/2" /END j CS18 RS200 CS18-200 (11) 8d OR (9) 10d COMMON x 1-1/2" / END 1 I CS16 I RS150 1 CS16-150-­-] (16) 8d OR (14) 10d COMMON x 1-1/2 / END I .. ._._... _........ ......... ..__... - . . - - -._.- . MSTA12 I MSTA12 I LS12 (5) 10d COMMONx 1-1/2" / END - __ -- - - -- 1- - - - ----- ..__ ---- _ - - ---- ---- .- MSTA18 MSTA18 1 MS24 1 (7) 10d COMMON x 1-1/2" / END --- - - -- - --- - -- - - MSTA24 MSTA24 MS24 (9) 10d COMMON x 1-1/2" / END I - - -- -- - - ----- - - - - MSTA36 li MSTA36 MS36 13 10d COMMON x 1-1 2 END I ( ) I MST48 i KST248 (25) 16d COMMON x 3-1/2" / END - - --- -- -- `_�� MST60 KTS260 I _. (34) 16d COMMON x 3-1/2" / END 6 10d COMMON x 3 TO STUD SP1 SPT22 (4) 10d COMMON x 3" TO PLATE -- ...... i ............................................... (6) 10d COMMON x 3" TO STUD SP2 SPT24 x 3 TO PLATE 10dCOMMON 6 () I, 1 1 ; (4) 10d COMMON x 1-1/2" TO STUD 3 10d COMMON N x 1-1,12" TO DOUBLE PLATE SSP O ; (1) 10d COMMON x 1-1/2" TO SINGLE PLATE --------._ ....... --_..._.. ------a-.. ---- - ---- - .-- - --_ - --- ------ - --__ I (8) 10d COMMON x 1-1/2" TO STUD DSP i ; (6) 10d COMMON x 1-1/2" TO DOUBLE PLATE (2) 10d COMMON x 1-1/2 TO SINGLE PLATE TSP LFTA6 (9) 10d COMMON x 1-1/2" TO STUD I ; (6) 10d COMMON x 1-1/2" TO DOUBLE PLATE �� 12 10d COMM x 1-1 2 TOTAL SPH4/6/8 SPTH4/6/8 ( ) ON / A34 I MP34 SC35 (8) 8d COMMON x 1-1/2" TOTAL ........ LTP4 I MP4F SC35F I (12) 8d COMMON x 1-1/2" TOTAL MEMBER CONNECTION DETAILS �a HIP ROOF - FOLLOW "END ZONE" - NAILING REQUIREMENTS NOTED ON ROOF SHEATHING SCHEDULE. �"Ni � �;.. 4' 1 Y 1 MAIN ROOF BODY J FOLLOW "INTERIOR ZONE" NAILING REQUIREMENTS NOTED ON ROOF SHEATHING SCHEDULE. GABLE ROOF 4 o/c NAILING TO WITHIN 4' OF EACH GABLE END, SEE DETAIL L/FRD. TYPICAL ROOF ZONE NAILING REQUIREMENTS GENERAL DESIGN CRITERIA [BUILDING CODE 2017 FBC -RESIDENTIAL DESIGN GUIDE ASCE 7-10 WIND SPEED (VOLT) 130 mph WIND SPEED (V,D) 101 mph EXPOSURE CATEGORY C BUILDING TYPE ENCLOSED RISK CATEGORY II TOPOGRAPHY FLAT MEAN ROOF HEIGHT < 30' USE L. L. D. L. L.L.A T.L.A ROOF a (SHINGLE) 20 7 L/240 L/180 FLOOR (ROOMS) 40 15 L/360 L/240 FLOOR (DECKS) 40 15 L/360 L/240 FLOOR (GAME ROOMS) 60 15 L/360 L/240 FLOOR (BALCONIES) 60 15 L/360 L/240 ATTIC CEILING (STORAGE) 20 5 L/360 L/240 ATTIC CEILING (NO STORAGE) 10 5L/360 L/240 WALL (BRITTLE FINISH) L/360 WALL (FLEXIBLE FINISH) L/180 TIE -DOWN DESIGN TYPE ATR/QT SYSTEM DESIGN (C&C) PRESSURES OPENING SIZE OR I INTERIOR END SURFACE TRIBUTARY AREA IN ZONES ZONES SQUARE FEET (+) (-) (+) (-) 0-20 25.6 27.7 25.6 34.2 21-50 24.5 26.7 24.5 32.1 WINDOWS 51-100 23.0 25.1 23.0 29.0 DOORS 101-200 WALLS 21.7 23.8 21.7 26.7 201-500 20.6 22.8 20.6 24.3 > 500 19.1 21.2 19.1 21.2 SOFFITSA LL 25.6 27.7 �34.2� REVIEWED D FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH OFFICE COPY SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY.-_,Q2),DATE: f a dC,j b VERSION 5.1 � 11 "I'll"", ��0000000000�oo�000000�� ����00000000000�0�0��000 IN GOD WE TRUST __.__ I . 11 1MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE. STE. 3 ST. AlJGUSTINE - FL - 32092 ! C.O.A.#20894 - (904)342-8751 JOB NUMBER J13405 W Z W Q U _j 7 Lo WL � � 0 WQrn uJ W >- ❑ J��I- I Q Z W W W0� 0 (f)]0= Q _ U U UJ In ❑ J � U 7 Z Q . I w WW\ rnrn .J ❑ U� o� Ln a.OU PRIOR VERSION DATES DESIGNED BY: BAM DRAWN BY: TPM CHECKED BY: BAM SHEET c S PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 &����lifi i"f" A. °®N`k �, ' 'E' . ° � ' iii No 64 1 Z 0 0 *� = - -. i em ° ;VI° E F ° Q/ 5/8/ 1 8 HTT4 HTT4 (18).162 x 2-1/2" NAILS HTT5 1 HTT5 (26) .162 x 2-1/2" NAILS HDQS UPHD8 (20) 1/4" x 3" SDS SCREWS HDU14 UPHDI4I (36) 1/4"x2-1/2" SDS SCREWS 5/8" x 6" ATR 5/8" x 12" ATR : 5/8" x 15" ATR 5/8" x 6" ATR 5/8" x 12" ATR 5/8" x 15" ATR 7/8" x 8" ATR 17/8" x 16" ATR 7/8" x 16" ATR 1" x 10" ATR 1" x 18" ATR I 1" x 20" ATR HOLD-DOWN NOTES: 1. 3/8" ATR ANCHOR REQUIRES 2"x2"x1/4" WASHER FOR USE WITH LTT20B HOLD DOWN. 2. PROVIDE MIN. 2-1/2" EDGE DISTANCE FROM CENTER OF ANCHOR TO SLAB EDGE FOR ALL HOLD DOWNS SPECIFYING A 3/8" ATR. 3. PROVIDE MIN. 3" EDGE DISTANCE FROM CENTER OF ANCHOR TO SLAB EDGE FOR ALL HOLD DOWNS SPECIFYING A 5/8" ATR. 4. PROVIDE MIN. 4" EDGE DISTANCE FROM CENTER OF ANCHOR TO SLAB EDGE FOR ALL HOLD DOWNS SPECIFYING A 7/8" OR 1" ATR. 5. ALL ATR CONNECTIONS ARE EPDXIED CONNECTIONS TO THE FOUNDATION USING SIMPSON "SET -XP" 2 -PART EPDXY INSTALLED PER MANUFACTURER'S INSTRUCTIONS. 6. FOR USP UPHD HOLD DOWNS, USE THE WS3 SCREWS PROVIDED TO ATTACH THE HOLD DOWN TO POST. FILL ALL HOLES. FRAMING CONNECTOR SCHEDULE SIMPSON USP QT FASTENERS CONNECTOR ; ALTERNATIVE i ALTERNATIVE , H2.5 (AorT) RT7A OR RT7�HA4 (5) 8d COMMON x 1-1/2" / END ' - -- - - -- I N/A H8. . 1 RT8A .... -_.. - --11 -- __ -; -- ---_. �- �- (5) 10d COMMON x 1-1/2 / END MTS12 MTW12 - - (7) 10d COMMON x 1-1/2" /END - - , HTS20 HTW20 1 I (12) 10d COMMON x 1-1/2" / END - - - - - -- - -- - I (16) 16d SINKER x 3-1/4" TO TRUSS LGT2 j LUGT2 (14) 16d SINKER x 3-1/4" TO PLATE/POST ---I ------ �------- - -. _ _.. - - I (12) 1/4"x2-1/2" SDS SCREWS TO TRUSS LGT3 i LUGT3 , (26) 16d SINKER x 3-1/4" TO PLATE/POST : ----------------- ------ -1i, : (16) 1/4"x3" SDS SCREWS TO TRUSS LGT4 I LUGT4 I- (30) 16d SINKER x 3-1/4" TO PLATE/POST --- - ......... ....._. .................................... CS22 RS300 CS20-250 1 (7) 8d OR (6) 10d COMMON x 1-1/2" / END - ----- - -- - -- - -- - -- - - - -- - ------ - { CS20 � RS250 , CS20-250 I (8) 8d OR (7) 10d COMMON x 1-1/2" /END j CS18 RS200 CS18-200 (11) 8d OR (9) 10d COMMON x 1-1/2" / END 1 I CS16 I RS150 1 CS16-150-­-] (16) 8d OR (14) 10d COMMON x 1-1/2 / END I .. ._._... _........ ......... ..__... - . . - - -._.- . MSTA12 I MSTA12 I LS12 (5) 10d COMMONx 1-1/2" / END - __ -- - - -- 1- - - - ----- ..__ ---- _ - - ---- ---- .- MSTA18 MSTA18 1 MS24 1 (7) 10d COMMON x 1-1/2" / END --- - - -- - --- - -- - - MSTA24 MSTA24 MS24 (9) 10d COMMON x 1-1/2" / END I - - -- -- - - ----- - - - - MSTA36 li MSTA36 MS36 13 10d COMMON x 1-1 2 END I ( ) I MST48 i KST248 (25) 16d COMMON x 3-1/2" / END - - --- -- -- `_�� MST60 KTS260 I _. (34) 16d COMMON x 3-1/2" / END 6 10d COMMON x 3 TO STUD SP1 SPT22 (4) 10d COMMON x 3" TO PLATE -- ...... i ............................................... (6) 10d COMMON x 3" TO STUD SP2 SPT24 x 3 TO PLATE 10dCOMMON 6 () I, 1 1 ; (4) 10d COMMON x 1-1/2" TO STUD 3 10d COMMON N x 1-1,12" TO DOUBLE PLATE SSP O ; (1) 10d COMMON x 1-1/2" TO SINGLE PLATE --------._ ....... --_..._.. ------a-.. ---- - ---- - .-- - --_ - --- ------ - --__ I (8) 10d COMMON x 1-1/2" TO STUD DSP i ; (6) 10d COMMON x 1-1/2" TO DOUBLE PLATE (2) 10d COMMON x 1-1/2 TO SINGLE PLATE TSP LFTA6 (9) 10d COMMON x 1-1/2" TO STUD I ; (6) 10d COMMON x 1-1/2" TO DOUBLE PLATE �� 12 10d COMM x 1-1 2 TOTAL SPH4/6/8 SPTH4/6/8 ( ) ON / A34 I MP34 SC35 (8) 8d COMMON x 1-1/2" TOTAL ........ LTP4 I MP4F SC35F I (12) 8d COMMON x 1-1/2" TOTAL MEMBER CONNECTION DETAILS �a HIP ROOF - FOLLOW "END ZONE" - NAILING REQUIREMENTS NOTED ON ROOF SHEATHING SCHEDULE. �"Ni � �;.. 4' 1 Y 1 MAIN ROOF BODY J FOLLOW "INTERIOR ZONE" NAILING REQUIREMENTS NOTED ON ROOF SHEATHING SCHEDULE. GABLE ROOF 4 o/c NAILING TO WITHIN 4' OF EACH GABLE END, SEE DETAIL L/FRD. TYPICAL ROOF ZONE NAILING REQUIREMENTS GENERAL DESIGN CRITERIA [BUILDING CODE 2017 FBC -RESIDENTIAL DESIGN GUIDE ASCE 7-10 WIND SPEED (VOLT) 130 mph WIND SPEED (V,D) 101 mph EXPOSURE CATEGORY C BUILDING TYPE ENCLOSED RISK CATEGORY II TOPOGRAPHY FLAT MEAN ROOF HEIGHT < 30' USE L. L. D. L. L.L.A T.L.A ROOF a (SHINGLE) 20 7 L/240 L/180 FLOOR (ROOMS) 40 15 L/360 L/240 FLOOR (DECKS) 40 15 L/360 L/240 FLOOR (GAME ROOMS) 60 15 L/360 L/240 FLOOR (BALCONIES) 60 15 L/360 L/240 ATTIC CEILING (STORAGE) 20 5 L/360 L/240 ATTIC CEILING (NO STORAGE) 10 5L/360 L/240 WALL (BRITTLE FINISH) L/360 WALL (FLEXIBLE FINISH) L/180 TIE -DOWN DESIGN TYPE ATR/QT SYSTEM DESIGN (C&C) PRESSURES OPENING SIZE OR I INTERIOR END SURFACE TRIBUTARY AREA IN ZONES ZONES SQUARE FEET (+) (-) (+) (-) 0-20 25.6 27.7 25.6 34.2 21-50 24.5 26.7 24.5 32.1 WINDOWS 51-100 23.0 25.1 23.0 29.0 DOORS 101-200 WALLS 21.7 23.8 21.7 26.7 201-500 20.6 22.8 20.6 24.3 > 500 19.1 21.2 19.1 21.2 SOFFITSA LL 25.6 27.7 �34.2� REVIEWED D FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH OFFICE COPY SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY.-_,Q2),DATE: f a dC,j b VERSION 5.1 � 11 "I'll"", ��0000000000�oo�000000�� ����00000000000�0�0��000 IN GOD WE TRUST __.__ I . 11 1MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE. STE. 3 ST. AlJGUSTINE - FL - 32092 ! C.O.A.#20894 - (904)342-8751 JOB NUMBER J13405 W Z W Q U _j 7 Lo WL � � 0 WQrn uJ W >- ❑ J��I- I Q Z W W W0� 0 (f)]0= Q _ U U UJ In ❑ J � U 7 Z Q . I w WW\ rnrn .J ❑ U� o� Ln a.OU PRIOR VERSION DATES DESIGNED BY: BAM DRAWN BY: TPM CHECKED BY: BAM SHEET c S PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 &����lifi i"f" A. °®N`k �, ' 'E' . ° � ' iii No 64 1 Z 0 0 *� = - -. i em ° ;VI° E F ° Q/ 5/8/ 1 8 MEMBER CONNECTION DETAILS �a HIP ROOF - FOLLOW "END ZONE" - NAILING REQUIREMENTS NOTED ON ROOF SHEATHING SCHEDULE. �"Ni � �;.. 4' 1 Y 1 MAIN ROOF BODY J FOLLOW "INTERIOR ZONE" NAILING REQUIREMENTS NOTED ON ROOF SHEATHING SCHEDULE. GABLE ROOF 4 o/c NAILING TO WITHIN 4' OF EACH GABLE END, SEE DETAIL L/FRD. TYPICAL ROOF ZONE NAILING REQUIREMENTS GENERAL DESIGN CRITERIA [BUILDING CODE 2017 FBC -RESIDENTIAL DESIGN GUIDE ASCE 7-10 WIND SPEED (VOLT) 130 mph WIND SPEED (V,D) 101 mph EXPOSURE CATEGORY C BUILDING TYPE ENCLOSED RISK CATEGORY II TOPOGRAPHY FLAT MEAN ROOF HEIGHT < 30' USE L. L. D. L. L.L.A T.L.A ROOF a (SHINGLE) 20 7 L/240 L/180 FLOOR (ROOMS) 40 15 L/360 L/240 FLOOR (DECKS) 40 15 L/360 L/240 FLOOR (GAME ROOMS) 60 15 L/360 L/240 FLOOR (BALCONIES) 60 15 L/360 L/240 ATTIC CEILING (STORAGE) 20 5 L/360 L/240 ATTIC CEILING (NO STORAGE) 10 5L/360 L/240 WALL (BRITTLE FINISH) L/360 WALL (FLEXIBLE FINISH) L/180 TIE -DOWN DESIGN TYPE ATR/QT SYSTEM DESIGN (C&C) PRESSURES OPENING SIZE OR I INTERIOR END SURFACE TRIBUTARY AREA IN ZONES ZONES SQUARE FEET (+) (-) (+) (-) 0-20 25.6 27.7 25.6 34.2 21-50 24.5 26.7 24.5 32.1 WINDOWS 51-100 23.0 25.1 23.0 29.0 DOORS 101-200 WALLS 21.7 23.8 21.7 26.7 201-500 20.6 22.8 20.6 24.3 > 500 19.1 21.2 19.1 21.2 SOFFITSA LL 25.6 27.7 �34.2� REVIEWED D FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH OFFICE COPY SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY.-_,Q2),DATE: f a dC,j b VERSION 5.1 � 11 "I'll"", ��0000000000�oo�000000�� ����00000000000�0�0��000 IN GOD WE TRUST __.__ I . 11 1MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE. STE. 3 ST. AlJGUSTINE - FL - 32092 ! C.O.A.#20894 - (904)342-8751 JOB NUMBER J13405 W Z W Q U _j 7 Lo WL � � 0 WQrn uJ W >- ❑ J��I- I Q Z W W W0� 0 (f)]0= Q _ U U UJ In ❑ J � U 7 Z Q . I w WW\ rnrn .J ❑ U� o� Ln a.OU PRIOR VERSION DATES DESIGNED BY: BAM DRAWN BY: TPM CHECKED BY: BAM SHEET c S PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 &����lifi i"f" A. °®N`k �, ' 'E' . ° � ' iii No 64 1 Z 0 0 *� = - -. i em ° ;VI° E F ° Q/ 5/8/ 1 8 USE L. L. D. L. L.L.A T.L.A ROOF a (SHINGLE) 20 7 L/240 L/180 FLOOR (ROOMS) 40 15 L/360 L/240 FLOOR (DECKS) 40 15 L/360 L/240 FLOOR (GAME ROOMS) 60 15 L/360 L/240 FLOOR (BALCONIES) 60 15 L/360 L/240 ATTIC CEILING (STORAGE) 20 5 L/360 L/240 ATTIC CEILING (NO STORAGE) 10 5L/360 L/240 WALL (BRITTLE FINISH) L/360 WALL (FLEXIBLE FINISH) L/180 TIE -DOWN DESIGN TYPE ATR/QT SYSTEM DESIGN (C&C) PRESSURES OPENING SIZE OR I INTERIOR END SURFACE TRIBUTARY AREA IN ZONES ZONES SQUARE FEET (+) (-) (+) (-) 0-20 25.6 27.7 25.6 34.2 21-50 24.5 26.7 24.5 32.1 WINDOWS 51-100 23.0 25.1 23.0 29.0 DOORS 101-200 WALLS 21.7 23.8 21.7 26.7 201-500 20.6 22.8 20.6 24.3 > 500 19.1 21.2 19.1 21.2 SOFFITSA LL 25.6 27.7 �34.2� REVIEWED D FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH OFFICE COPY SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY.-_,Q2),DATE: f a dC,j b VERSION 5.1 � 11 "I'll"", ��0000000000�oo�000000�� ����00000000000�0�0��000 IN GOD WE TRUST __.__ I . 11 1MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE. STE. 3 ST. AlJGUSTINE - FL - 32092 ! C.O.A.#20894 - (904)342-8751 JOB NUMBER J13405 W Z W Q U _j 7 Lo WL � � 0 WQrn uJ W >- ❑ J��I- I Q Z W W W0� 0 (f)]0= Q _ U U UJ In ❑ J � U 7 Z Q . I w WW\ rnrn .J ❑ U� o� Ln a.OU PRIOR VERSION DATES DESIGNED BY: BAM DRAWN BY: TPM CHECKED BY: BAM SHEET c S PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 &����lifi i"f" A. °®N`k �, ' 'E' . ° � ' iii No 64 1 Z 0 0 *� = - -. i em ° ;VI° E F ° Q/ 5/8/ 1 8 TIE -DOWN DESIGN TYPE ATR/QT SYSTEM DESIGN (C&C) PRESSURES OPENING SIZE OR I INTERIOR END SURFACE TRIBUTARY AREA IN ZONES ZONES SQUARE FEET (+) (-) (+) (-) 0-20 25.6 27.7 25.6 34.2 21-50 24.5 26.7 24.5 32.1 WINDOWS 51-100 23.0 25.1 23.0 29.0 DOORS 101-200 WALLS 21.7 23.8 21.7 26.7 201-500 20.6 22.8 20.6 24.3 > 500 19.1 21.2 19.1 21.2 SOFFITSA LL 25.6 27.7 �34.2� REVIEWED D FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH OFFICE COPY SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY.-_,Q2),DATE: f a dC,j b VERSION 5.1 � 11 "I'll"", ��0000000000�oo�000000�� ����00000000000�0�0��000 IN GOD WE TRUST __.__ I . 11 1MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE. STE. 3 ST. AlJGUSTINE - FL - 32092 ! C.O.A.#20894 - (904)342-8751 JOB NUMBER J13405 W Z W Q U _j 7 Lo WL � � 0 WQrn uJ W >- ❑ J��I- I Q Z W W W0� 0 (f)]0= Q _ U U UJ In ❑ J � U 7 Z Q . I w WW\ rnrn .J ❑ U� o� Ln a.OU PRIOR VERSION DATES DESIGNED BY: BAM DRAWN BY: TPM CHECKED BY: BAM SHEET c S PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 &����lifi i"f" A. °®N`k �, ' 'E' . ° � ' iii No 64 1 Z 0 0 *� = - -. i em ° ;VI° E F ° Q/ 5/8/ 1 8 REVIEWED D FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH OFFICE COPY SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY.-_,Q2),DATE: f a dC,j b VERSION 5.1 � 11 "I'll"", ��0000000000�oo�000000�� ����00000000000�0�0��000 IN GOD WE TRUST __.__ I . 11 1MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE. STE. 3 ST. AlJGUSTINE - FL - 32092 ! C.O.A.#20894 - (904)342-8751 JOB NUMBER J13405 W Z W Q U _j 7 Lo WL � � 0 WQrn uJ W >- ❑ J��I- I Q Z W W W0� 0 (f)]0= Q _ U U UJ In ❑ J � U 7 Z Q . I w WW\ rnrn .J ❑ U� o� Ln a.OU PRIOR VERSION DATES DESIGNED BY: BAM DRAWN BY: TPM CHECKED BY: BAM SHEET c S PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 &����lifi i"f" A. °®N`k �, ' 'E' . ° � ' iii No 64 1 Z 0 0 *� = - -. i em ° ;VI° E F ° Q/ 5/8/ 1 8 STEMWALL PEf, DETAIL 1/FDD. "'*' C"o PT LEDGER (MATCH EPTH) ATTACHED TO ALL w/ (3) ROWS OF TAPCONS @ 16" o/c. #2 SYP PT FLOOR / -JOISTS PER PLAN. .AN. HEADER COURSE w/ (1) #5 HORIZONTAL. 8" CMU w/ #5 — VERTICALS @ 48" o/c. DETAIL A/FD1 DECKING PER BUILDER SPEC. MIN. 10 F_ -2x8 #2 SYP PT SILL PLATE ATTACHED w/ 1/2"x10" J -BOLTS @ 32" o/c w/ 2"x2"x1/8" WASHER. ,DE 16" \- (2) #5's 7 7 k! 1 A 1 9'-3" 10'-5" FD1 r- I I – — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r------------ ------ - - - - --- 24"x24"x16" - - - - - - -� �- - - - - - - - - - - - - - - - - - - -1 I J 20"x20"x16" 20"x20"x16" I I I l w/ 3-#4/#5's BOTH WAYS BOTH WAYS BOTH WAYS I I I i N 1 II II � � I 0 o 0 II I _I' 1 1 1 I N�'� I it l I � I 111 N II �----- ------ —— ----——— — — — — - J i1 l II l ------ --------1- 1 1 IiI l 1 I I 11'-0" 1 I I g l 1 IiI l i1 I I I----- --� 1 I II I II I I I II 1 1 I i l I -L- - -1 42"x42"x16" W/ 4-#4/#5's BOTH WAYS 24"x24"x16" w/ 3-#4/#5's BOTH WAYS L J I 14'-11" ' 30"x30"x16" w/ 3-#4/#5's( BOTH WAYS1 _ M 42"x42"x16" w/ 4-#4/#5's BOTH WAYS L___� 17'-5" F-1 I 30"x30"x16" �I 1 w/ 3 -#4/#5's( - BOTH WAYS l II 1 I I I I i I u? ISI 13'-8" T-4" 4'-6" 3'-5" II 8 _J I j I I I I I I I l I 2 I I 7 I I 1 I I I I I I I I 1 A 1 9'-3" 10'-5" FD1 r- I I – — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r------------ ------ - - - - --- 24"x24"x16" - - - - - - -� �- - - - - - - - - - - - - - - - - - - -1 I J 20"x20"x16" 20"x20"x16" I I I l w/ 3-#4/#5's BOTH WAYS BOTH WAYS BOTH WAYS I I I i N 1 II II � � I 0 o 0 II I _I' 1 1 1 I N�'� I it l I � I 111 N II �----- ------ —— ----——— — — — — - J i1 l II l ------ --------1- 1 1 IiI l 1 I I 11'-0" 1 I I g l 1 IiI l i1 I I I----- --� 1 I II I II I I I II 1 1 I i l I -L- - -1 42"x42"x16" W/ 4-#4/#5's BOTH WAYS 24"x24"x16" w/ 3-#4/#5's BOTH WAYS L J I 14'-11" ' 30"x30"x16" w/ 3-#4/#5's( BOTH WAYS1 _ M 42"x42"x16" w/ 4-#4/#5's BOTH WAYS L___� 17'-5" F-1 I 30"x30"x16" �I 1 w/ 3 -#4/#5's( - BOTH WAYS l II 1 I I I I i I u? ISI 13'-8" T-4" 4'-6" 3'-5" ----------F JSEE DETAIL 6/FDD @ GARAGE DOOR OPENING I i 7'-2” 7'-2" I 2 I - -1 EMBEDS REQUIRED SEE DETAIL 5/FDD. I - - --------------ILn�I-------------I%� SEE DETAIL 6/FDD @ GARAGE DOOR OPENING SEE DETAIL 6/FDD @ GARAGE DOOR OPENING 1 2 NOTE: CAST -IN-PLACE (1) #5 VERTICAL FOR EACH 12" CMU COLUMN. 12x12 COLUMN TO NOTE: CAST -IN-PLACE (1) #5 BE CONTINUOUS FROM VERTICAL FOR EACH 12" CMU FOOTING TO HEADER ABOVE. COLUMN. 12x12 COLUMN TO BE CONTINUOUS FROM FOOTING TO HEADER ABOVE. ----------- ___..._.__.__..__....._.___._..._.__...._._..___._..... ........... _ NOTES: 1. REFER TO DETAIL 1/FDD FOR ALL EXTERIOR PERIMETER FOOTINGS. 2. REFER TO DETAIL 2/FDD FOR ALL EXTERIOR PERIMETER FOOTINGS WITH CURB/PEANUT WALL. 3. ALL FLATWORK CONTAINED WITHIN THE BEARING FOOTINGS SHOWN TO BE A 4" CONC. SLAB REINFORCED W/ EITHER 6x6 10/10 WWM OR FIBERMESH ON 6 MIL VAPOR BARRIER OVER TERMITE TREATED, CLEAN, COMPACTED FILL. 4. SAWCUT FLAT WORK IN 15'x15' GRID, 1" DEEP WHILE CONCRETE IS WORKABLE (WITHIN 12 HOURS OF PLACEMENT). 5. CERTAIN EMBED STRAPS REQUIRE ADDITIONAL FOUNDATION REINFORCEMENT. REFER TO SIMPSONS DETAILS FOR REQUIREMENTS. S. FOR CHASE PENETRATIONS OF INTERIOR OR EXTERIOR FOOTINGS, DEEPEN THE FOOTING THE DEPTH OF THE PENETRATION. FOR CHASE PENETRATIONS OF STEMWALLS, GROUT SOLID AROUND CHASE. NOTE: THIS PLAN IS TO BE USED FOR STRUCTURAL FOUNDATION REQUIREMENTS AND INTERIOR BEARING FOOTING LOCATIONS. REFER TO THE ARCHITECTURAL PLAN FOR SLAB DIMENSIONS. FOUNDATION PLAN SCALE: 1/4"=1'-0" 000000�������o�000000��o��o� IN 130 WE TRUST MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE, STE. 3 ST. AUGUSTINE - FL - 32092 C, :� A. t�2ca894 - coca; 342-a7�1 JOB NUMBER J 1 34❑5 W Z W Q U J Z Lo W co p Z W Q < ul '7 ❑ W J ❑a _j Z Z 2 Q � W LO ❑ C) — <L3 rwy U Z Q Z W d' Q> > - 0)J]❑ i Ln a. p W PRIOR VERSION DATES DESIGNED BY: BAM DRAWN BY: TPM CHECKED BY: BAM SHEET FD 1 OFFICE COPY PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 �te�w�ra�a�f *• No 64010 0,{e.. 111111110 5/8/ 1 8 T-4" 4'-6" 3'-5" II 8 _J I j I I I I I 30"x30"x16" I I 7 l i w/ 3-#4/#5's I I I L_--- J �_ BOTH WAYS -- ----I -- -� iL - - - - - - -�_ --- --- -- �I I L N LJ N II 1 I IF,_ I I I II 3 l 1 30"x30"x16" 8 w/ 3-#4/#5's j ( I Fr _ _ _ _ _ - - - - - - - - - - BOTH WAYS 2 A I FD1 I I ( L ------------ -----------i I I L -- - - - - 1- - - - - — L -L — — --- --- ----- ------------------------------ --------� — — — - 3 I F---------- ----- --- 23 l I Ln Ln o = 2 00 Ln l 20' x20 x16 00 @ _j 20 x20 x16„ 20 x20 x16 1 w/ 2-#4/#5's N 3 w/ 2-#4/#5's w/ 2-#4/#5'sl BOTH WAYS BOTH WAYS BOTH WAYS l o a a► ----------F JSEE DETAIL 6/FDD @ GARAGE DOOR OPENING I i 7'-2” 7'-2" I 2 I - -1 EMBEDS REQUIRED SEE DETAIL 5/FDD. I - - --------------ILn�I-------------I%� SEE DETAIL 6/FDD @ GARAGE DOOR OPENING SEE DETAIL 6/FDD @ GARAGE DOOR OPENING 1 2 NOTE: CAST -IN-PLACE (1) #5 VERTICAL FOR EACH 12" CMU COLUMN. 12x12 COLUMN TO NOTE: CAST -IN-PLACE (1) #5 BE CONTINUOUS FROM VERTICAL FOR EACH 12" CMU FOOTING TO HEADER ABOVE. COLUMN. 12x12 COLUMN TO BE CONTINUOUS FROM FOOTING TO HEADER ABOVE. ----------- ___..._.__.__..__....._.___._..._.__...._._..___._..... ........... _ NOTES: 1. REFER TO DETAIL 1/FDD FOR ALL EXTERIOR PERIMETER FOOTINGS. 2. REFER TO DETAIL 2/FDD FOR ALL EXTERIOR PERIMETER FOOTINGS WITH CURB/PEANUT WALL. 3. ALL FLATWORK CONTAINED WITHIN THE BEARING FOOTINGS SHOWN TO BE A 4" CONC. SLAB REINFORCED W/ EITHER 6x6 10/10 WWM OR FIBERMESH ON 6 MIL VAPOR BARRIER OVER TERMITE TREATED, CLEAN, COMPACTED FILL. 4. SAWCUT FLAT WORK IN 15'x15' GRID, 1" DEEP WHILE CONCRETE IS WORKABLE (WITHIN 12 HOURS OF PLACEMENT). 5. CERTAIN EMBED STRAPS REQUIRE ADDITIONAL FOUNDATION REINFORCEMENT. REFER TO SIMPSONS DETAILS FOR REQUIREMENTS. S. FOR CHASE PENETRATIONS OF INTERIOR OR EXTERIOR FOOTINGS, DEEPEN THE FOOTING THE DEPTH OF THE PENETRATION. FOR CHASE PENETRATIONS OF STEMWALLS, GROUT SOLID AROUND CHASE. NOTE: THIS PLAN IS TO BE USED FOR STRUCTURAL FOUNDATION REQUIREMENTS AND INTERIOR BEARING FOOTING LOCATIONS. REFER TO THE ARCHITECTURAL PLAN FOR SLAB DIMENSIONS. FOUNDATION PLAN SCALE: 1/4"=1'-0" 000000�������o�000000��o��o� IN 130 WE TRUST MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE, STE. 3 ST. AUGUSTINE - FL - 32092 C, :� A. t�2ca894 - coca; 342-a7�1 JOB NUMBER J 1 34❑5 W Z W Q U J Z Lo W co p Z W Q < ul '7 ❑ W J ❑a _j Z Z 2 Q � W LO ❑ C) — <L3 rwy U Z Q Z W d' Q> > - 0)J]❑ i Ln a. p W PRIOR VERSION DATES DESIGNED BY: BAM DRAWN BY: TPM CHECKED BY: BAM SHEET FD 1 OFFICE COPY PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 �te�w�ra�a�f *• No 64010 0,{e.. 111111110 5/8/ 1 8 OPTIONAL CONCRETE PEDESTAL TO ELEVATE PC)RCH COLUMNS. MIN. WIDTH OPTIONAL CONCRETE PEDESTAL TO ELEVATE PORCH COLUMNS. RIES MAXHEIGHT=8". VA MAX. 20" GRADE OPTIONAL PEDESTAL DETAIL I A n 1 1- f- CONTINUOUS 8" FOOTING PAD FOOTING SHOWN BEYOND w/(1) #4 or #5 CONT. FOR BEARING POSTS. SEE PLAN FOR SIZE AND LOCATION. r MONOLITHIC PORCH EDGE DETAIL OPTIONS: STEMWALL DETAIL 4 OPTIONAL CONCRETE PEDESTAL TO ELEVATE PORCH COLUMNS. OPTIONAL CONCRETE PEDESTAL MIN. WIDTH 6". TO ELEVATE PORCH COLUMNS. MAX HEIGHT 8". T_ AL PEDESTAL DETAIL SEE DETAIL 1-STEMWALL FOR WALL REQUIREMENT S PAD FOOTING SHOWN i BEYOND FOR BEARING POSTS. SEE PLAN FOR SIZE AND G R LOCATION. j; FOLLOW DETAIL I-STEMWALL REQUIREMENTS e--rr'R AAAI A I I r -F -%.,-r r-%r--rA 11 Irk A AV r illl-r%i mcrcl OPTIONS: MONOLITHIC DETAIL4 NON-BEARING STEP DOWN DETAIL FINISH FLOOR ELEVATION EXPANSION JOINT ELEVATION OF POOL DECK7--] POOL DESIGN BY OTHERS r 71, LTYPICAL LOAD BEARING FOOTING, STEMWALL SHOWN, MONOLITHIC APPLIES AS WELL. TYP. FOOTING IN PROXIMITY TO POOL THIS DETAIL APPLIES TO ALL PROJECTS WHERE FOOTING IS IN PROXIMITY TO POOL. MONOLITHIC BEARING STEP DOWN DETAIL OPTIONS: STEMWALL DETAIL 3 CHAIR BLOCK w/ (1) #4 4" CONCRETE S 8" CMU w/ #4 OR #5 VERTICALS @ EACH CORNER, EACH SIDE OF EACH FOOTING ELEVATION CHANGE AND 48"o/c THEREAFTER. BEND MIN. 12" INTO SLAB. GROUT REINFORCED CELLS SOLID. CONTINUOUS SI RIP FOOTING AS FOLLOWS: 1 -STORY: 16" WIDE wl (2) #4 or (2) #5's 2 -STORY: 20" WIDE w/ (3) #4 or (2) #5's (FOR BRICK VENEER, ADD 4" TO FOOTING WIDTHS SHOWN) STEMWALL BEARING STEP DOWN DETAIL OPTIONS: MONOLITHIC DETAIL 3 SLOPE FOR DRAINAGE OR PROVIDE 3/4" RECESS. 14Y 1=1 8 2111. _T CONTINUOUS �OOTING w/ (1) #4 or #5 COP THICKENED EDGE @ GA�AGE OPENING (1) #4 or #5 CONTINUOUS @ 3" FROM TOP. #4 or 45 VERTICALS @ 48" o/c BEND INTO FOOTING & LAPPED 6" WITH UPPER STEEL. Im GR 7::. i1l_ .T. I T-7 MIN OPTIONAL 8"x8" BRICK LEDGE w/ (1) #4 OR #5 CONTINUOUS. 6"MIN. CONCRETE CURB TO BE BUILT UP TO FINISH FLOOR ELEVATION (MAX 1- EIGHT = 30"). 4" CONCRETE SLAB 77= 45—A Mr 8" CONTIN OUS MONOLITHIC EXTERIOR FOOTING AS FOLLOWS: 1-STORY� 12" WIDE w/ (2) #4 or (2) #5's 2 -STORY: 16" WIDE w/ (3) #4 or (2) #5's MONO DETAIL w/ ELEVA ED CURB CONCRETE CURB TO BE BUILT UP TO FINISH FLOOR ELEVATION (MAX HEIGHT = 4" FOR 4" WIDTH) (MAX HEIGHT = 8" FOR 6" WIDTH) 4" CONCRETE SLAB MIN. 20" MAX. GRADE 1�" MIN., 11 —lil I i M 1=1!'r 1 811 h CONTINUOUS MONOLITHIC EXTERIOR OPTIONAL 8"x8" BRICK LEDGE w/ (1) #4 OR #5 FOOTING AS FOLLOWS: CONTINUOUS. 1 -STORY: 12" WIDE w/ (2) #4 or (2) #5's 2 -STORY: 16" WIDE w/ (3) #4 or (2) #5's MONOLITHIC EXT. FOOTING DETAIL CURB OPTIONS: STEMWALL DETAIL 2 OR ELEVATED MONO DETAIL 10 HEADER COURSE w/ (1) #4 OR #5 CONT. 8" CMU w/ #4 OR #5 VERTICALS @ EACH CORNER, EACH SIDE OF EACH FOOTING ELEVATION CHANGE AND 48" o/c THEREAFTER. BFND MIN. 12" INTO HEADER COURSE. GROUT REINFORCED CELLS SOLID. GR'41�j'' 2 P. t I =1 I:MIN. 10": 1 MAX PROJECTION OF CMU ABOVE SLAB = 16" 411 CONCRETE SLAB CONTINUOUS EXTERIOR STRIP FOOTING AS FOLLOWS: I -STORY: 16" WIDE w/ (2) #4 or (2) #5's 2 -STORY: 20" WIDE w/ (3) #4 or (2) #5's (FOR BRICK VENEER, ADD 4" TO FOOTING WIDTHS SHOWN) STEMWALL DETAIL w/ CURB (MAX. 5 EXPOSED COURSES) OPTICNS: MONOLITHIC DETAIL 2 OR ELEVATED MONO DETAIL 10 CONTACT E.O.R. FOR STEMWALLS OVER 5 EXPOSED COURSES 1/2" MIN. EMBEDMENT LINE LOCATE ONE 24" #4 OR #5 REBAR WITHIN 8" MIN. 20" MAX. 1-7i i I - i i� GRADE M OPTIONAL 8"x8" BrNl%_N LEDGE W/ (1) #4 OR #5 CONTINUOUS. 4" CONCRETE SLAB 7 45' — 811 CONTINUOUS MONOLITHIC EXTERIOR FOOTING AS FOLLOWS: 1 -STORY: 12" WIDE w/ (2) #4 or (2) #5's 2 -STORY: 16" WIDE w/ (3) #4 or (2) #5's MONOLITHIC EXT. FOOTING DETAIL OPTIONS: STEMWALL DETAIL 1 OR ELEVATED MONO DETAIL 9 4" CONCRETE SLAB CHAIR BLOCK w/ (1) #4 OR #5 CONT. 8" CMU w/ #4 OR #5 VERTICALS @ EACH CORNER, EACH SIDE OF EACH FOOTING ELEVATION CHANGE AND 48"o/c THEREAFTER. BEND MIN. 12 7�= :;I- 1� ; 12" INTO SLAB. GROUT IMINJ 0 1:1 11-111 REINFORCED CELLS SOLID. 17:1 CONTINUOUS EXTERIOR STRIP FOOTING AS FOLLOWS: 1 -STORY: 16" WIDE w/ (2) #4 or (2) #5's 2 -STORY: 20" WIDE w/ (3) #4 or (2) #5's (FOR BRICK VENEER, ADD 4" TO FOOTING WIDTHS SHOWN) LOCATE ONE 24" LOCATE ONE 24" #4 OR #5 REBAR #4 OR #5 REBAR WITHIN HATCHED WITHIN HATCHED AREA. AREA. STEMWALL DETAIL (MAX. 5 EXPOSED COURSES) OPTIONS: MONOLITHIC DETAIL 1 OR ELEVATED MONO DETAIL 9 CONTACT E.O.R. FOR STEMWALLS OVER 5 EXPOSED COURSES (1) STHF)14 @ EA. END OF WALL. IF (1) STHD14RJ @ EA. SHEAR CONE. GARAGE CURB EXCEEDS 8", USE STHDRJ's END OF WALL MONOLITHIC STEMWALL FOUNDATION FOUNDATION (UP TO 2 -COURSES) EMBED ST RAP(S) @ GARAGE OPENING DETAIL MSTCM40 w/ (1,d) 1/4"x2-1/4" TITENS CMU/FOOTING AN[ 16d SINKERS TO FIR) STEMWALL FOUNDATION (OVER 2 -COURSES) DETAIL IS ONLY REQUIRED WHEN SPECIFIED ON PLAN. (1) #4 or #5 CONTINUOUS @ 3" FROM TOP. 4" CONCRETE SLAB #4 or #5 VERTICALS @ EACH CORNER, EACH SIDE OF ELEVATION 4 4 - ---- - CHANGE, & 48" o/c THEREAFTER. 8" MIN. FIT BEND MIN. 12" INTO SLAB. 48" MAX. 4" CONCRETE SLAB T 1,7777 GRADE 12" MIN -77- i i 1 45 45' MIN 11 CONTINUOUS FOOTING AS FOLLOWS: `_ - I I' i i n CONTINUOUS MONOLITHIC EXTERIOR 1 -STORY: 16" WIDE w/ (2) #4 or (2) #5's OPTIONAL 8"x8" BRIC — FOOTING AS FOLLOWS: 2 -STORY: 20" WIDE w/ (3) #4 or (2) #5's LEDGE W/ (1) #4 OR #5 CONTINUOUS. 1 -STORY: 12" WIDE w/ (2) #4 or (2) #5's 2 -STORY: 16" WIDE w/ (3) #4 or (2) #5's ELEVATED MONOLITHIC EXT. FOOTING DETAIL INTERIOR BEARING FOOTING DETAIL M 0 N 0 L T H C S T E M W A L L .............. IN 13 0 D WE TRUST MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE, STE. 3 ST. AUGUSTINE - FL - 32092 C.O.A. #26894 - (904) 342-8751 JO B NUMBER J 1 3405 DESIGNED BY: BAM DRA W N BY Tpm ll CHECKED BY: BAM SHEET PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 ,, i. A, M -:� .. ..... E No 64010 z1v ;0'N A�- "t,11111111100% OPTIONALCONCRET SILLTOBE BUILT UP TO FINISH FLOOR CENTER FOOTING ON LOAD BEARING WALL ABOVE. ELEVATIO'llll (MAX HEIGHT = 4" FCR 4" WIDTH) CENTER OF WALL ABOVE. (MAX H EIG HT = 8" FC R 6" WI DTH) VARIES, SEE ARCH. r + -I -12" Ivillm.lu I 1 7 45 - ------ 11 ------- 4s ---- 8" .. ... -------- CONTINUOUS FOOTING AS FOLLOWS. OP [ON 1 -STORY: 16" WIDE w/ (2) #4 or (2) #5's E D2 2 -STORY: 20" WIDE w/ (3) or (2) #5's MONOLITHIC BEARING STEP DOWN DETAIL OPTIONS: STEMWALL DETAIL 3 CHAIR BLOCK w/ (1) #4 4" CONCRETE S 8" CMU w/ #4 OR #5 VERTICALS @ EACH CORNER, EACH SIDE OF EACH FOOTING ELEVATION CHANGE AND 48"o/c THEREAFTER. BEND MIN. 12" INTO SLAB. GROUT REINFORCED CELLS SOLID. CONTINUOUS SI RIP FOOTING AS FOLLOWS: 1 -STORY: 16" WIDE wl (2) #4 or (2) #5's 2 -STORY: 20" WIDE w/ (3) #4 or (2) #5's (FOR BRICK VENEER, ADD 4" TO FOOTING WIDTHS SHOWN) STEMWALL BEARING STEP DOWN DETAIL OPTIONS: MONOLITHIC DETAIL 3 SLOPE FOR DRAINAGE OR PROVIDE 3/4" RECESS. 14Y 1=1 8 2111. _T CONTINUOUS �OOTING w/ (1) #4 or #5 COP THICKENED EDGE @ GA�AGE OPENING (1) #4 or #5 CONTINUOUS @ 3" FROM TOP. #4 or 45 VERTICALS @ 48" o/c BEND INTO FOOTING & LAPPED 6" WITH UPPER STEEL. Im GR 7::. i1l_ .T. I T-7 MIN OPTIONAL 8"x8" BRICK LEDGE w/ (1) #4 OR #5 CONTINUOUS. 6"MIN. CONCRETE CURB TO BE BUILT UP TO FINISH FLOOR ELEVATION (MAX 1- EIGHT = 30"). 4" CONCRETE SLAB 77= 45—A Mr 8" CONTIN OUS MONOLITHIC EXTERIOR FOOTING AS FOLLOWS: 1-STORY� 12" WIDE w/ (2) #4 or (2) #5's 2 -STORY: 16" WIDE w/ (3) #4 or (2) #5's MONO DETAIL w/ ELEVA ED CURB CONCRETE CURB TO BE BUILT UP TO FINISH FLOOR ELEVATION (MAX HEIGHT = 4" FOR 4" WIDTH) (MAX HEIGHT = 8" FOR 6" WIDTH) 4" CONCRETE SLAB MIN. 20" MAX. GRADE 1�" MIN., 11 —lil I i M 1=1!'r 1 811 h CONTINUOUS MONOLITHIC EXTERIOR OPTIONAL 8"x8" BRICK LEDGE w/ (1) #4 OR #5 FOOTING AS FOLLOWS: CONTINUOUS. 1 -STORY: 12" WIDE w/ (2) #4 or (2) #5's 2 -STORY: 16" WIDE w/ (3) #4 or (2) #5's MONOLITHIC EXT. FOOTING DETAIL CURB OPTIONS: STEMWALL DETAIL 2 OR ELEVATED MONO DETAIL 10 HEADER COURSE w/ (1) #4 OR #5 CONT. 8" CMU w/ #4 OR #5 VERTICALS @ EACH CORNER, EACH SIDE OF EACH FOOTING ELEVATION CHANGE AND 48" o/c THEREAFTER. BFND MIN. 12" INTO HEADER COURSE. GROUT REINFORCED CELLS SOLID. GR'41�j'' 2 P. t I =1 I:MIN. 10": 1 MAX PROJECTION OF CMU ABOVE SLAB = 16" 411 CONCRETE SLAB CONTINUOUS EXTERIOR STRIP FOOTING AS FOLLOWS: I -STORY: 16" WIDE w/ (2) #4 or (2) #5's 2 -STORY: 20" WIDE w/ (3) #4 or (2) #5's (FOR BRICK VENEER, ADD 4" TO FOOTING WIDTHS SHOWN) STEMWALL DETAIL w/ CURB (MAX. 5 EXPOSED COURSES) OPTICNS: MONOLITHIC DETAIL 2 OR ELEVATED MONO DETAIL 10 CONTACT E.O.R. FOR STEMWALLS OVER 5 EXPOSED COURSES 1/2" MIN. EMBEDMENT LINE LOCATE ONE 24" #4 OR #5 REBAR WITHIN 8" MIN. 20" MAX. 1-7i i I - i i� GRADE M OPTIONAL 8"x8" BrNl%_N LEDGE W/ (1) #4 OR #5 CONTINUOUS. 4" CONCRETE SLAB 7 45' — 811 CONTINUOUS MONOLITHIC EXTERIOR FOOTING AS FOLLOWS: 1 -STORY: 12" WIDE w/ (2) #4 or (2) #5's 2 -STORY: 16" WIDE w/ (3) #4 or (2) #5's MONOLITHIC EXT. FOOTING DETAIL OPTIONS: STEMWALL DETAIL 1 OR ELEVATED MONO DETAIL 9 4" CONCRETE SLAB CHAIR BLOCK w/ (1) #4 OR #5 CONT. 8" CMU w/ #4 OR #5 VERTICALS @ EACH CORNER, EACH SIDE OF EACH FOOTING ELEVATION CHANGE AND 48"o/c THEREAFTER. BEND MIN. 12 7�= :;I- 1� ; 12" INTO SLAB. GROUT IMINJ 0 1:1 11-111 REINFORCED CELLS SOLID. 17:1 CONTINUOUS EXTERIOR STRIP FOOTING AS FOLLOWS: 1 -STORY: 16" WIDE w/ (2) #4 or (2) #5's 2 -STORY: 20" WIDE w/ (3) #4 or (2) #5's (FOR BRICK VENEER, ADD 4" TO FOOTING WIDTHS SHOWN) LOCATE ONE 24" LOCATE ONE 24" #4 OR #5 REBAR #4 OR #5 REBAR WITHIN HATCHED WITHIN HATCHED AREA. AREA. STEMWALL DETAIL (MAX. 5 EXPOSED COURSES) OPTIONS: MONOLITHIC DETAIL 1 OR ELEVATED MONO DETAIL 9 CONTACT E.O.R. FOR STEMWALLS OVER 5 EXPOSED COURSES (1) STHF)14 @ EA. END OF WALL. IF (1) STHD14RJ @ EA. SHEAR CONE. GARAGE CURB EXCEEDS 8", USE STHDRJ's END OF WALL MONOLITHIC STEMWALL FOUNDATION FOUNDATION (UP TO 2 -COURSES) EMBED ST RAP(S) @ GARAGE OPENING DETAIL MSTCM40 w/ (1,d) 1/4"x2-1/4" TITENS CMU/FOOTING AN[ 16d SINKERS TO FIR) STEMWALL FOUNDATION (OVER 2 -COURSES) DETAIL IS ONLY REQUIRED WHEN SPECIFIED ON PLAN. (1) #4 or #5 CONTINUOUS @ 3" FROM TOP. 4" CONCRETE SLAB #4 or #5 VERTICALS @ EACH CORNER, EACH SIDE OF ELEVATION 4 4 - ---- - CHANGE, & 48" o/c THEREAFTER. 8" MIN. FIT BEND MIN. 12" INTO SLAB. 48" MAX. 4" CONCRETE SLAB T 1,7777 GRADE 12" MIN -77- i i 1 45 45' MIN 11 CONTINUOUS FOOTING AS FOLLOWS: `_ - I I' i i n CONTINUOUS MONOLITHIC EXTERIOR 1 -STORY: 16" WIDE w/ (2) #4 or (2) #5's OPTIONAL 8"x8" BRIC — FOOTING AS FOLLOWS: 2 -STORY: 20" WIDE w/ (3) #4 or (2) #5's LEDGE W/ (1) #4 OR #5 CONTINUOUS. 1 -STORY: 12" WIDE w/ (2) #4 or (2) #5's 2 -STORY: 16" WIDE w/ (3) #4 or (2) #5's ELEVATED MONOLITHIC EXT. FOOTING DETAIL INTERIOR BEARING FOOTING DETAIL M 0 N 0 L T H C S T E M W A L L .............. IN 13 0 D WE TRUST MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE, STE. 3 ST. AUGUSTINE - FL - 32092 C.O.A. #26894 - (904) 342-8751 JO B NUMBER J 1 3405 DESIGNED BY: BAM DRA W N BY Tpm ll CHECKED BY: BAM SHEET PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 ,, i. A, M -:� .. ..... E No 64010 z1v ;0'N A�- "t,11111111100% a V) 00 m m a 00 m C9 a V) EXTEND HEADER TO KING STUDS ATTACH SHEATHING TO HEADER w/ 3" o/c GRID OF 8d NAILS. 6x6 #2 SYP PT POST - MIN. 2x6 JOISTS @ 24" - o/c, MAX. w/ (4) .131x3" TOENAILS TO LEDGER (3).131x3" TOENAILS EACH JOIST TO HEADER. 410 HEADER.— - (2) SDWC15600--__ SCREWS @ BEAM TO BRACKET. 4x6 4x6 I ANGLE FASTENED TO 4x6 w/ (4) SIPO MAHOGANY 1/2"x1"x2-3/4" TENONS SET TO EACH MEMBER w/ TITEBOND III WATERPROOF GLUE. VAV ITL J 1 1 1 1 1 VJ 1 @ PORCH HDR. MIN. 2x6 LEDGER ATTACHED TO EACH INTERSECTING WALL MEMBER w/ N 11 (4).1310" NAILS. u Vi _nn l HALF LAP JOINT w/ (2) x� n 1/4"0" SDS SCREWS. OPTIONAL FLOATING TENON JOINT (SEE ANGLE ATTACHMENT DETAILS). I I �o I 1/4"x6" SDS I SCREW. POCKET TO ALLOW 2-1/2" OF EMBEDMENT INTO 4x6 WALL FRAMING. PROVIDE SOLID WALL FRAMING (MIN. 2ply STUD) @ EACH BRACKET ATTACHMENT POINT. DETAIL B/FR1: TRELLIS BRACKET @GARAGE SW6HP-B38 VAV ft /- J I r r 1 r I.JJ I @ PORCH HDR. VAV TTL JIF F FUJI @ PORCH HDR. WALL SHEATHING ALL SHEATHED WALLS TO BE TIED IN TO ROOF/FLOOR SYSTEM ABOVE PER DETAIL A/FRD (ROOF) OR B/FRD (FLOOR). SHEAR WALL ID, REFER TO WALL SHEATHING SCHEDULE (FR PAGES) AND TO STUBBIE SW6 - 012 SPACING SCHEDULE (TD PAGES) SHEAR WALL HOLD DOWN TO BE PLACED @ EACH END OF SHEAR WALL. REFER TO HOLD -------ICAC ... TYPICAL DOWN SCHEDULE (TD PAGES) SHEARWALL FOR HOLD DOWN OPTIONS.I CALLOUT ID A011 8d NAILING (EDGE/FIELD) END POST EXTERIOR WALLS w/ NO ID 7/16" RATED OSB" 9SING LE• • •. 5/16" HARDI-PANELZ 6" / 6" a • .. SW6HP ll 6" / 12" TO HEADER w/ (2). • ..�� KING STUDS PELAN 6" / 6" 3/8" SMARTSIDEZ 411/611 SW6 7/16" RATED OSB 1,2 6" / 12" 2ply SW4 7/16" RATED OSB" 2 4" / 12" PANELWS SPLICE JACK STUDS PER PLAN --Ism 7/16" RATED OSB1"2 311/1211 REQUIRED) TO OCCUR SWS1 7/16" STRUCTURAL 1 RATED OSB1"Z 311 / 1211 WITHIN 24" OF DSW4 DOUBLE SIDED SW4 7/16" RATED OSB / 12 OF DSW3 DOUBLE SIDED SW3 7/16" RATED OSB 311 / 1211 5ply SYP • • •hANJ 1 2 2 STUDS • . PLAN •� ATTACHED ALL 1 1 2 2 FRAMING� IMF �� . 2x #2 SILL • NOTES: I2ply �� PLATE BETWEEN 1. ONLY ONE (1) KING STUD REQUIRED FOR ALL gill 11 JACK STUDS. 6x6 #2 SYP PT POST - MIN. 2x6 JOISTS @ 24" - o/c, MAX. w/ (4) .131x3" TOENAILS TO LEDGER (3).131x3" TOENAILS EACH JOIST TO HEADER. 410 HEADER.— - (2) SDWC15600--__ SCREWS @ BEAM TO BRACKET. 4x6 4x6 I ANGLE FASTENED TO 4x6 w/ (4) SIPO MAHOGANY 1/2"x1"x2-3/4" TENONS SET TO EACH MEMBER w/ TITEBOND III WATERPROOF GLUE. VAV ITL J 1 1 1 1 1 VJ 1 @ PORCH HDR. MIN. 2x6 LEDGER ATTACHED TO EACH INTERSECTING WALL MEMBER w/ N 11 (4).1310" NAILS. u Vi _nn l HALF LAP JOINT w/ (2) x� n 1/4"0" SDS SCREWS. OPTIONAL FLOATING TENON JOINT (SEE ANGLE ATTACHMENT DETAILS). I I �o I 1/4"x6" SDS I SCREW. POCKET TO ALLOW 2-1/2" OF EMBEDMENT INTO 4x6 WALL FRAMING. PROVIDE SOLID WALL FRAMING (MIN. 2ply STUD) @ EACH BRACKET ATTACHMENT POINT. DETAIL B/FR1: TRELLIS BRACKET @GARAGE SW6HP-B38 VAV ft /- J I r r 1 r I.JJ I @ PORCH HDR. VAV TTL JIF F FUJI @ PORCH HDR. WALL SHEATHING ALL SHEATHED WALLS TO BE TIED IN TO ROOF/FLOOR SYSTEM ABOVE PER DETAIL A/FRD (ROOF) OR B/FRD (FLOOR). SHEAR WALL ID, REFER TO WALL SHEATHING SCHEDULE (FR PAGES) AND TO STUBBIE SW6 - 012 SPACING SCHEDULE (TD PAGES) SHEAR WALL HOLD DOWN TO BE PLACED @ EACH END OF SHEAR WALL. REFER TO HOLD -------ICAC ... TYPICAL DOWN SCHEDULE (TD PAGES) SHEARWALL FOR HOLD DOWN OPTIONS.I CALLOUT ID SHEATHING OPTIONS 8d NAILING (EDGE/FIELD) END POST EXTERIOR WALLS w/ NO ID 7/16" RATED OSB" 6" / 12" 1ply 5/16" HARDI-PANELZ 6" / 6" 3/8" SMARTSIDEZ 611/611 SW6HP 7/16" RATED OSB 1,2 6" / 12" 1ply 5/16" HARDI-PANELZ 6" / 6" 3/8" SMARTSIDEZ 411/611 SW6 7/16" RATED OSB 1,2 6" / 12" 2ply SW4 7/16" RATED OSB" 2 4" / 12" 2ply SW3 7/16" RATED OSB1"2 311/1211 3ply SWS1 7/16" STRUCTURAL 1 RATED OSB1"Z 311 / 1211 4ply SYP DSW4 DOUBLE SIDED SW4 7/16" RATED OSB / 12 SYP SpYP DSW3 DOUBLE SIDED SW3 7/16" RATED OSB 311 / 1211 5ply SYP NOTES: 1. EXTERIOR STUCCO FINISH REQUIRES ONE: a. 7/16" SHEATHING GRADE ORIENTED WITH THE LONG DIMENSION PERPENDICULAR TO THE WALL STUDS. b. 15/32" SHEATHING GRADE. c. 7/16" STRUCTURAL 1 GRADE. 2. ALL EXTERIOR WALLS FRAMED w/ 24" o/c STUDS REQUIRE THE WALL SHEATHING (7/16" or 15/32" OSB) TO BE INSTALLED HORIZONTALLY WITH THE LONG DIMENSION PERPENDICULAR TO THE STUDS. HARDI-PANEL AND SMARTSIDE NOT ALLOWED WITH 24" o/c FRAMING. STUD WALL LEGEND ■ = 2x4 #2 SPF @ 16" o/c. ®= 2x4 #2 SPF @ 12" o/c. ® = 2x6 #2 SPF @ 24" o/c? ®= 2x6 #2 SPF @ 16" o/c. ®= 2x8 #2 SPF @ 16" o/c. ®= OTHER, SEE PLAN 1. FOR EXTERIOR WALLS, SEE NOTE 2 IN WALL SHEATHING SCHEDULE. HEADERS # OF PLIES REFER TO SCHEDULE BELOW (2)2x6-1/*-* I FOR KING STUDS, U.N.O. NOMINAL SIZE OF RAISED HDR IF HEADER (#2 SYP, U.N.O.) LABELED "RSD". NUMBER OF JACK CONTINUOUS IF STUDS EACH SIDE LABELED "CONT". KING STUDS MAX. OPENING WIDTH N PLATE NON -STUCCO FINISH STUCCO FINISH V) HT 4' 6' 18 12' 16' 18' 4' 6' 8' 12' 16' 18' J 8'R 1 1 1 2 2 3 1 2 2 4 5 - 9'R 1 1 2 3 4 4 - 10'R 1 2 2 4 5 - - - - - - - x 12' R J 8'R 1 1 1 1 1 1 1 1 1 1 1 1 Q 9'R 1 1 1 1 1 1 1 1 1 1 2 2 10'R 1 1 1 1 2 2 1 1 1 2 2 3 ^' 12'R 1 1 1 2 2,-j-'3 1 1 2 3 5 5 NOTES: 1. ONLY ONE (1) KING STUD REQUIRED FOR ALL INTERIOR OPENINGS. 2. STUD COUNT MAY BE REDUCED IF FRAMED SOLID TO ADJACENT EXTERIOR WALL CORNER. 3. USE WIDTH OF TOTAL OPENING FOR CONTINUOUS HEADERS. END -ZONES CORNERS IDENTIFIED & DIMENSIONED INDICATE WALL SEGMENTS WHERE END -ZONE • PRESSURES SHALL APPLY TO COMPONENTS & CLADDING. ALL 5'-4" • OTHER AREAS MAY USE INTERIOR -ZONE PRESSURES FOR COMPONENTS & CLADDING. IN 130 WE TRUST MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE, STE. 3 ST. AUGUSTINE - FL - 32092 C.O.A.#26894 - (904)342-8751 JOB NUMBER J 1 3405 W Z W Q U Z rn \LO W cn Y W Q rn 0W}L.Z a J r Q = Q Z J W F :1 0 - LO _ < L] L9 LO 0 cj .. J Z � U Z Q 2 W Q Q / U) J 0. i.L L! 1 LL Q�.L DESIGNED BY: BAM DRAWN BY: TPM CHECKED BY: BAM SHEET FR 1 OFFICE COQ PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 l#4IIlsJjj1,ly "�`�d�rA'i w No 64010 of ATE OF .°441' 411� 5/8/ 1 8 NAIL ROOF SHEATHING NAIL ROOF NAIL ROOF TO TOP CHORD OF SHEATHING TO TOP SHEATHING TO TRUSS w/ 8d NAILS @ CHORD OF TRUSS w/ TOP CHORD OF 3" o/c. ---II- 8d NAILS @ 3" o/c. ---- TRUSS w/ 8d NAILS @ 3" o/c. 2x #2 SYP ENGINEERED I CONTINUOUS FROM ROOF TRUSS. ENGINEERED ENGINEERED -' 7/16" THICK MIN. t TOP PLATE OF (MIN.) ATTACH EACH BRACE ROOF TRUSS. I ROOF TRUSS. l I SHEATHING TO TOP/SILL PLATE w/ SHEATHED -WALL TO ADJACENT TRUSS. 2x4 #2 SYP NAILER ATTACHED TO ATTACH EACH i (4) .131x3 NAILS. 2x MUST MATCH OR NAILER, TOP PLATE ATTACHED TO AND BLOCKING w BRACE TO EACH 2x4 #2 SPF LEDGER NAIL TRUSS EXCEED LENGTH OF AND BOTTOM / TRUSS BOTTOM ATTACHED TO TRUSS BOTTOM CHORD SHEATHED -WALL. CHORD w/ .131x3" 8d NAILS @ 3" o/c. CHORD w/ (3) w/ (4).1310" NAILS @ TO 2x BLOCKING +L NAIL 2x BLOCKING TO NAILS @ 3" o/c. .131x3" TOENAILS. EACH INTERSECTING w/.1310" NAILS TOP PLATE w/ .131x3" TRUSS MEMBER. USE @ 3" o/c. NAILS @ 3" o/c. 2x4 #2 SYP BRACES @ WHEN BOTTOM 12" o/c ALONG WALL CHORDS ADJACENT TO 11.25" MAX. LENGTH. WALL ARE AT 16 MAX. DIFFERING HEIGHTS. OPTION #1 OPTION #2 OPTION #3 SHEATHED WALL TIE-IN TO ADJACENT TRUSSES SHEATHED WALL TIE-IN TO SHEATHED WALL TIE-IN TO PARALLEL EACH SIDE (PREFERRED) ADJACENT PARALLEL TRUSS ADJACENT PARALLEL TRUSS A/FRD SHEATHED WALL TIE-IN DETAILS (ROOF TRUSSES) B/FRD (SHEATHED WALL TIE-IN DETAILS (FLOOR TRUSSES) PORCH Hr n nrn PER PLAT` O1 RATED VINYL CEILING OVER 1x4 #2 SYP OR 2x4 #2 SPF PURLINS SPACED AT 12" o/c AND ATTACHED WITH (2) .131x3" NAILS TO EACH INTERSECTING TRUSS. OZ MIN. 3/8" SHEATHING w/ 6" EDGE 12" FIELD 8d NAILING. BLOCK ALL UNSUPPORTED PANEL EDGES. CEILING PER O3 MIN. w/ 3/8" SHEATHING w/ 6" EDGE 12" FIELD 8d OPTION 1 OR 2, NAILING. BLOCK ALL UNSUPPORTED PANEL EDGES. UNLESS NOTED ATTACH BLOCKING TO TOP OF EXTERIOR WALL TOP PLATE OTHERWISE ON & TO PORCH HDR w/ .131x3" NAILS @ 6"o/c . PLAN. PORCH SHEATHING DETAILS PORCH HEADEF PER PLAN NOTCH PORCH HEADER 3" AROUND TOP PLATE AND POCKET INTO WALL AS SHOWN. SUPPORT PORCH HEADER w/ (1) 2x PER rrr --TAIL J/FRD AIL 6/TDD. POCKET PORCH HEADER INTO WALL AS SHOWN. OPTION 1 PORCH HEADER PLY. OPTION 2 (NON -PLATED (PLATED PORCH HEADER) PORCH HEADER) PORCH HDR /WALL INTERSECTION DETAIL C/FRD PORCH DETAILS HEADER PER PLAN IF>16",ADD -� CRIPPLE STUDS @ 16" o/c. ATTACH HEAD/SILL TO JACK STUD PER SCHEDULE. WIDTH ATTACHMENT 0-11' (4) .131x3" TOENAILS 11'-16' (6).1310" TOENAILS 2x BLOCKING FOR ARCH WINDOWS w/ (2).1310" NAI LS/END. SUPPORT PORCH HEADER w/ (1) 2x PER PORCH HEADER PLY. FOR OPENINGS > 4' SEE DETAIL J/FRD OR DETAIL 2/TDD. NAIL LEAD KING STUD TO • �•�� HEADER OR TOENAIL PER SCHEDULE BELOW KING TO HDR NAILING HDR .131x3" DEPTH NAILS -4" (2) PER PLY 6" (3) PER PLY 8" (4) PER PLY j 10" (5) PER PLY r 12" (6) PER PLY 14" (7) PER PLY 16" i (8) PER PLY _ 18" (9) PER PLY `- IF > 16", ADD CRIPPLE STUDS @ 16" o/c. H/FRD TYP. OPENING DETAIL NOTE: WINDOWS/DOORS TO BE ATTACHED TO FRAMING MEMBERS PER MANUFACTURER's INSTRUCTIONS. NAIL ROOF SHEATHING TO < TOP CHORD OF ATTACH SHEATHING - _© TRUSS w/ 8d TO BLOCKING WITH NAILS @ 3" o/c. o/c 8d EDGE li NAILING SPECIFIE[(/ ENGINEERED ON PLAN. ROOF TRUSS. I: I+ I I II II ATTACH SHEATHING - TO UPPER TOP ATTACH B.C. OF PLATE WITH o/c 8d TRUSS TO TOP EDGE NAILING PLATE w/.1310" SPECIFIED ON PLAN. TOENAILS @ 3" o/c. OPTION #4 SHEATHED WALL TIE-IN TO SUSS DIRECTLY ABOVE WALL NAIL FLOOR SHEATHING TO TOP CHORD OF FLOOR TRUSS w/ 10d NAILS @ 3" o/c. ENGINEERED FLOOR TRUSS. ATTACH B.C. OF TRUSS TO TOP PLATE w/ .131x3" NAILS @ 3" o/c. EXTEND WALL SHEATHING TO FLOOR TRUSS TOP CHORD. ATTACH TO TRUSS TOP/BOTTOM CHORD w/ 8d NAILS @ 3" o/c. OPTION #3 SHEATHED WALL TIE-IN TO RUSS DIRECTLY ABOVE WALL 2x8 #2 SYP RIDGE. NAIL RIDGE ENDS TO COMMON TRUSS & TRUSS TOP CHORD OR BLOCKING w/ (3) .131x3" TOENAILS. BRACE TOP CHORD OF TRUSSES BELOW OVERF AMING w/ 1x4 SYP PURLINS @ MIN. SPACING DESIGNATE) ON TRUSS ENGINEERING w/ (2) 8d NAILS PER INTERSECTING TOP CHORD. LAP SPLICES MIN. (2) TRUSSES. #2 SPF CRIPPLES @ o/c PER 2x6 #2 SYP RAFTERS @ 24" o/c. 4' o/c M 2x4 #2 SYP BLOCKING, FOR STUCCO FINISH: PROVIDE 2x BLOCKING @ 16" o/c FOR 15/32' SHEATHING APPLIED VERTICALLY. OPTION #5 EXTERIOR WALL - HIGH HEEL HEEL GREATER THAN 6" IN HEIGHT 2x4 PLANK ORIENTED BRACES @ 48" o/c. ATTACH TO TOP CHORDS w/ (4) 10d TOENAILS) FASTEN FLOOR DECKING TO LATERAL BRACE w/ (4) 10d COMMON NAILS. 2x4 DIAGONAL BRACE @ 48" o/c. ATTACH DIAGONAL BRACE TO LATERAL BRACES w/ (4) 10d COMMON NAILS AT EACH END. 2x4 PLANK ORIENTED BRACES @ 48" o/c. ATTACH TO TOP OF BOTTOM CHORD/FLANGE w/ (4) 10d NAILS. OPTION #4 EXTERIOR WALL - TRUSS/JOISTS PARALLEL TO WALL 12" 12" ROOF SYSTEM - ROOF SHEATHING (SEE FR SHEETS) WALL SHEATHING (SEE FR SHEETS) TOP PLATE EXTERIOR WALL STUDS - SEE FRAMING PLAN FOR SIZE SHOE PLATE TOP PLATE INTERIOR WALL STUDS - SEE FRAMING PLAN FOR SIZE ROOF SYSTEM ROOF SHEATHING (SEE FR SHEETS) WALLSHEATHING (SEE FR SHEETS) SHOE PLATE 2x4 #2 SYP RIBBON BOARD ATTACHED �hFOUNDATION -SEE FD SHEETS TO EACH INTERSECTING TRUSS w/ (3) 1 -STORY WALL SECTION .131x3" NAILS. SHOE PLATE SIZE 2x (MATCH WALL STUD) GRADE #2 SYP (PT ON CONCRETE) NOTE: FASTEN 2nd FLOOR SHOE PLATE TO RIM BOARD WITH .1310" NAILS @ 8" o/c. TOP PLATE SIZE 2ply 2x (MATCH WALL STUD) -- --. .... -- . _....... ..... ......... .-................. - GRADE #2 SYP ........ ....... (2) ROWS OF .131x3" NAILS @ 12" o/c NAIL STAGGERED. TIGHTEN TO 6" o/c PATTERN STAGGERED @ ALL WAILS LABELED SW3/SW4 OR ATTACH WALL j SHEATHING TO UPPER PLY OF TOP PLATE. MIN. 48" w/ (24) .131x3" NAILS IN LAP LAP SPLICE UPPER PLY LAP OVER HEADERS WHERE POSSIBLE. K/FRD I TYPICAL WALL SECTIONS WALL SHEATHING (SEE FR SHEETS) 2x6 #2 SYP BRACE. LOCATE @ PEAK, BLOCK ALL PANEL EDGES AND FASTEN ROOF 4' EACH SIDE OF PEAK, AND 6' o/c SHEATHING w/ 8d RING -SHANK NAILS @ 4" THEREAFTER. BRACE TO ATTACH TO o/c WITHIN 4' OF END OF GABLE RAKE. I t MID -PT OF BLOCKING EACH END. T 2x4 #2 SYP OUTLOOKERS @ 24 o/c -� y { ADD 2x4 #2 SYP TBRACE TO ANY 2', rr - (MAX RAKE = 24 o/c). FASTEN BRACE GREATER THAN 9' IN LENGTH OUTLOOKERS TO FIRST FULL HEIGHT SCHEDULE BELOW. TTACH TO BOLTS ,ter NAILS w/ .131x3" NAILS @ 6" o/c. TRUSS w/ (3) .131x3 TOENAILS. ADD RAFTER w/ (3) .131x " NAILS. 2" 2x BLOCKING BETWEEN ALL CRIPPLE NAIL FLOOR SHEATHING 2x4 6_3" _ 2x4 w/ 1x4 "T" BRACE TO TOP CHORD OF ATTACH FLOOR SHEATHING 1_1'-2" *ATTACH #2 SPF "T" BRACE TRUSS w/ 10d NAILS @ w/ .13 TO 2x4 #2 SYP PANEL EDGE 1 3" o/c. f0 TOP CHORD BLOCKING/RIBBON BOARD 131x3" NAILS. I I is II I I GABLE END TRUSS OR BLOC WITH 10d NAILS @ 3 o/c. ATTACH FLOOR ATTACH EACH BRACE BRACED AS SPECIFIED CHIMNEY TO SHEATHING TO 2x4 RAFTER/TRUSS TO TOP/SILL PLATE w/ BY DELEGATED TRUSS SEE BLOCKING PANEL .131x3"ENGINEERING. #2 SYP PANEL EDGE ENGINEERED I: (4) .131x3" NAILS. TO DETAIL OR SHEATH DOUBLE END BLOCKING WITH FLOOR TRUSS. SHEATH FLOOR TRUSS TO 2ply CONTINUOUS TO BLOCKING 10d NAILS @ 3" o/c. ATTACH BOTTOM 2x #2 SYP ADJACENT TO SHEAR TOE/END NAILS AT - RIBBON BOARD. VA LEY NAILER - - _ PLATE w/.1310" ATFACHED TO CHORD OF TRUSS OR WALL w/ 7/16" RATED TOENAILS @ 6" o/c. AL - ATTACH LOWER TOP OPTION 2 _._._ ATTACH EACH BRACE TO EACH PLATEFORM IN ERSECTING SHEATHING ATTACHED w/ ENGINEERED c/16" RATED TRUSS BOTTOM CHORDS w/ \ " TRUSS TOP TRUSS BOTTOM (4) .131x3" TOENAILS. PER PLAN. 8d NAILS @ 3" EDGE & 12" FLOOR TRUSS. SHEATHING 2. NOT REQUIRED AT 2x #2 SYP BLOCKING IN CHORD w/ (3) NAILS. CORNERS OR INTERIOR HIGHER WALL. (9) FIELD. BLOCK ALL PANEL ATTACHED TOENAILS. EDGES. SHEATHING w/ 8d NAILS .131x3" LENGTH TO MATCH @ 3" o/c. \V SHEAR WALL LENGTH. 2x4 #2 SYP BRACES @ 12 o/c ALONG WALL ADDITIONAL 2x4 #2 SYP ATTACH I PANEL EDGE 2x4 #2 SYP PANEL - EDGE BLOCKING LENGTH. TOP PLATE ABOVE BLOCKING TO TOP AT ALL PANEL SHEAR WALL. ATTACH PLATE w/ .131x3" EDGES. TO TOP PLATE w/ TOENAILS @ 3" o/c. .1310" NAILS @ 3" o/c. BLOCKING PANEL DETAIL OPTION #1 OPTION #2 SHEATHED WALL TIE-IN TO ADJACENT TRUSSES I SHEATHED WALL TIE-IN TO CONTINUOUS PARALLEL EACH SIDE TRUSSES PERPENDICULAR TO SHEATHED WALL B/FRD (SHEATHED WALL TIE-IN DETAILS (FLOOR TRUSSES) PORCH Hr n nrn PER PLAT` O1 RATED VINYL CEILING OVER 1x4 #2 SYP OR 2x4 #2 SPF PURLINS SPACED AT 12" o/c AND ATTACHED WITH (2) .131x3" NAILS TO EACH INTERSECTING TRUSS. OZ MIN. 3/8" SHEATHING w/ 6" EDGE 12" FIELD 8d NAILING. BLOCK ALL UNSUPPORTED PANEL EDGES. CEILING PER O3 MIN. w/ 3/8" SHEATHING w/ 6" EDGE 12" FIELD 8d OPTION 1 OR 2, NAILING. BLOCK ALL UNSUPPORTED PANEL EDGES. UNLESS NOTED ATTACH BLOCKING TO TOP OF EXTERIOR WALL TOP PLATE OTHERWISE ON & TO PORCH HDR w/ .131x3" NAILS @ 6"o/c . PLAN. PORCH SHEATHING DETAILS PORCH HEADEF PER PLAN NOTCH PORCH HEADER 3" AROUND TOP PLATE AND POCKET INTO WALL AS SHOWN. SUPPORT PORCH HEADER w/ (1) 2x PER rrr --TAIL J/FRD AIL 6/TDD. POCKET PORCH HEADER INTO WALL AS SHOWN. OPTION 1 PORCH HEADER PLY. OPTION 2 (NON -PLATED (PLATED PORCH HEADER) PORCH HEADER) PORCH HDR /WALL INTERSECTION DETAIL C/FRD PORCH DETAILS HEADER PER PLAN IF>16",ADD -� CRIPPLE STUDS @ 16" o/c. ATTACH HEAD/SILL TO JACK STUD PER SCHEDULE. WIDTH ATTACHMENT 0-11' (4) .131x3" TOENAILS 11'-16' (6).1310" TOENAILS 2x BLOCKING FOR ARCH WINDOWS w/ (2).1310" NAI LS/END. SUPPORT PORCH HEADER w/ (1) 2x PER PORCH HEADER PLY. FOR OPENINGS > 4' SEE DETAIL J/FRD OR DETAIL 2/TDD. NAIL LEAD KING STUD TO • �•�� HEADER OR TOENAIL PER SCHEDULE BELOW KING TO HDR NAILING HDR .131x3" DEPTH NAILS -4" (2) PER PLY 6" (3) PER PLY 8" (4) PER PLY j 10" (5) PER PLY r 12" (6) PER PLY 14" (7) PER PLY 16" i (8) PER PLY _ 18" (9) PER PLY `- IF > 16", ADD CRIPPLE STUDS @ 16" o/c. H/FRD TYP. OPENING DETAIL NOTE: WINDOWS/DOORS TO BE ATTACHED TO FRAMING MEMBERS PER MANUFACTURER's INSTRUCTIONS. NAIL ROOF SHEATHING TO < TOP CHORD OF ATTACH SHEATHING - _© TRUSS w/ 8d TO BLOCKING WITH NAILS @ 3" o/c. o/c 8d EDGE li NAILING SPECIFIE[(/ ENGINEERED ON PLAN. ROOF TRUSS. I: I+ I I II II ATTACH SHEATHING - TO UPPER TOP ATTACH B.C. OF PLATE WITH o/c 8d TRUSS TO TOP EDGE NAILING PLATE w/.1310" SPECIFIED ON PLAN. TOENAILS @ 3" o/c. OPTION #4 SHEATHED WALL TIE-IN TO SUSS DIRECTLY ABOVE WALL NAIL FLOOR SHEATHING TO TOP CHORD OF FLOOR TRUSS w/ 10d NAILS @ 3" o/c. ENGINEERED FLOOR TRUSS. ATTACH B.C. OF TRUSS TO TOP PLATE w/ .131x3" NAILS @ 3" o/c. EXTEND WALL SHEATHING TO FLOOR TRUSS TOP CHORD. ATTACH TO TRUSS TOP/BOTTOM CHORD w/ 8d NAILS @ 3" o/c. OPTION #3 SHEATHED WALL TIE-IN TO RUSS DIRECTLY ABOVE WALL 2x8 #2 SYP RIDGE. NAIL RIDGE ENDS TO COMMON TRUSS & TRUSS TOP CHORD OR BLOCKING w/ (3) .131x3" TOENAILS. BRACE TOP CHORD OF TRUSSES BELOW OVERF AMING w/ 1x4 SYP PURLINS @ MIN. SPACING DESIGNATE) ON TRUSS ENGINEERING w/ (2) 8d NAILS PER INTERSECTING TOP CHORD. LAP SPLICES MIN. (2) TRUSSES. #2 SPF CRIPPLES @ o/c PER 2x6 #2 SYP RAFTERS @ 24" o/c. 4' o/c M 2x4 #2 SYP BLOCKING, FOR STUCCO FINISH: PROVIDE 2x BLOCKING @ 16" o/c FOR 15/32' SHEATHING APPLIED VERTICALLY. OPTION #5 EXTERIOR WALL - HIGH HEEL HEEL GREATER THAN 6" IN HEIGHT 2x4 PLANK ORIENTED BRACES @ 48" o/c. ATTACH TO TOP CHORDS w/ (4) 10d TOENAILS) FASTEN FLOOR DECKING TO LATERAL BRACE w/ (4) 10d COMMON NAILS. 2x4 DIAGONAL BRACE @ 48" o/c. ATTACH DIAGONAL BRACE TO LATERAL BRACES w/ (4) 10d COMMON NAILS AT EACH END. 2x4 PLANK ORIENTED BRACES @ 48" o/c. ATTACH TO TOP OF BOTTOM CHORD/FLANGE w/ (4) 10d NAILS. OPTION #4 EXTERIOR WALL - TRUSS/JOISTS PARALLEL TO WALL 12" 12" ROOF SYSTEM - ROOF SHEATHING (SEE FR SHEETS) WALL SHEATHING (SEE FR SHEETS) TOP PLATE EXTERIOR WALL STUDS - SEE FRAMING PLAN FOR SIZE SHOE PLATE TOP PLATE INTERIOR WALL STUDS - SEE FRAMING PLAN FOR SIZE ROOF SYSTEM ROOF SHEATHING (SEE FR SHEETS) WALLSHEATHING (SEE FR SHEETS) SHOE PLATE 2x4 #2 SYP RIBBON BOARD ATTACHED �hFOUNDATION -SEE FD SHEETS TO EACH INTERSECTING TRUSS w/ (3) 1 -STORY WALL SECTION .131x3" NAILS. SHOE PLATE SIZE 2x (MATCH WALL STUD) GRADE #2 SYP (PT ON CONCRETE) NOTE: FASTEN 2nd FLOOR SHOE PLATE TO RIM BOARD WITH .1310" NAILS @ 8" o/c. TOP PLATE SIZE 2ply 2x (MATCH WALL STUD) -- --. .... -- . _....... ..... ......... .-................. - GRADE #2 SYP ........ ....... (2) ROWS OF .131x3" NAILS @ 12" o/c NAIL STAGGERED. TIGHTEN TO 6" o/c PATTERN STAGGERED @ ALL WAILS LABELED SW3/SW4 OR ATTACH WALL j SHEATHING TO UPPER PLY OF TOP PLATE. MIN. 48" w/ (24) .131x3" NAILS IN LAP LAP SPLICE UPPER PLY LAP OVER HEADERS WHERE POSSIBLE. K/FRD I TYPICAL WALL SECTIONS WALL SHEATHING (SEE FR SHEETS) 2x6 #2 SYP BRACE. LOCATE @ PEAK, BLOCK ALL PANEL EDGES AND FASTEN ROOF 4' EACH SIDE OF PEAK, AND 6' o/c SHEATHING w/ 8d RING -SHANK NAILS @ 4" THEREAFTER. BRACE TO ATTACH TO o/c WITHIN 4' OF END OF GABLE RAKE. I t MID -PT OF BLOCKING EACH END. T 2x4 #2 SYP OUTLOOKERS @ 24 o/c -� y { ADD 2x4 #2 SYP TBRACE TO ANY 2', rr - (MAX RAKE = 24 o/c). FASTEN BRACE GREATER THAN 9' IN LENGTH OUTLOOKERS TO FIRST FULL HEIGHT SCHEDULE BELOW. TTACH TO BOLTS ,ter NAILS w/ .131x3" NAILS @ 6" o/c. TRUSS w/ (3) .131x3 TOENAILS. ADD RAFTER w/ (3) .131x " NAILS. 2" 2x BLOCKING BETWEEN ALL CRIPPLE MAX HT. 2x4 6_3" _ 2x4 w/ 1x4 "T" BRACE 9'-10" 2x4 w/ 2x4 "T" BRACE': 1_1'-2" *ATTACH #2 SPF "T" BRACE TO CRIPPLE w/ .13 ROOF TRUSS TOP CHORDS. IF CRIPPLE DOES NOT BEAR DIRECTLY ABOVE TRUSS TOP CHORD, ADD 2x4 #2 SPF BLOCKING BETWEEN ADJACENT TRUSS TOP CHORDS AND ATTACH w/ (3) .131x3" TOE -NAILS PER END. F/FRD OVERFRAMING DETAIL CLIP TRUSS TO SHEATHED SIDE HEADER. 3" o/c 8d NAILS NO HORIZONTA JOINTS ALLOWE 3" o/c 8d NAILS. SOLID SAWN (SYP) HEADERS OUTLOOKERS ABOVE TOP 2ply/3ply 2x- (2) ROWS OF 10d COMMONS. I PLATE/CHORD TOENAILED @ 6" o/c. SCL LUMBER (LSL, LVL, PSL) 2ply/3ply 1-3/4" (DEPTHS UP TO 11-7/8") - (2) ROWS OF 12d NAILS. - 2ply/3ply 1-3/4" (DEPTHS 14" AND GREATER) - (3) ROWS OF 12d NAILS. K7 1x3" NAILS @ 4" o/c. "TOENAILS 2ply 3-1/2" OR 4ply 1-3/4" - (2) ROWS OF 1/2" BOLTS.2x4 E/FRD BM/HDR CONNECTION DETAIL #2 SYP BLOCKING @ BRACE LEG ATTACHED TO TOP CHORD w/ (3) 1 i (1) H2.5 @ EACH -� OUTLOOKER TO TOP CHORD/TOP PLATE. -- (3) .131x @ 1 CRIPPLE f0 TOP CHORD 131x3" NAILS. I I is II I I GABLE END TRUSS OR BLOC ING BELOW. OPTION 1 I I li CL BRACED AS SPECIFIED CHIMNEY TO _ - (1) SPH @LOWER RAFTER/TRUSS is I is BY DELEGATED TRUSS (3) .131x3"ENGINEERING. TOP PLATE TO TOP CHORD I: TO ENAILS @ DOUBLE END OR 2x4 !I: RATER TO 2ply POST. BLOCKING I ATTACH BOTTOM 2x #2 SYP BELOW. TOE/END NAILS AT - CHORD TO TOP VA LEY NAILER - - _ PLATE w/.1310" ATFACHED TO CHORD OF TRUSS OR 2x6 #2 SYP FLAT BLOCKING @ TOENAILS @ 6" o/c. AL - ATTACH LOWER TOP OPTION 2 _._._ BRACE LEG. ATTACH TO EACH PLATEFORM IN ERSECTING PLATE TO ADJACENT (1) CS18 HORIZ. @ TRUSS BOTTOM CHORDS w/ FRAMED STUDS TRUSS TOP WALL PER OPTION 1 OR LOWER TOP PLATE TO (4) .131x3" TOENAILS. PER PLAN. CHORDS w/ (2) 2. NOT REQUIRED AT 2x #2 SYP BLOCKING IN .131x3" NAILS. CORNERS OR INTERIOR HIGHER WALL. (9) CLIP TRUSS TO SHEATHED SIDE OF HEADER. 3" o/c 8d NAILS. NO HORIZONTAL- JOINTS ALLOWED. 3" o/c 8d NAILS WALLS. 1061-1/2" NAILS EACH SIDE OF JOINT. PLATFORM FRAMED OR G/FRD EXTERIOR PLATE HEIGHT BREAKS L/FRD TYPICAL GABLE END DETAIL SEE DETAIL5/TDD FOR STRAPPING REQUIREMENTS FLUSH HEADER DROPPED HEADER J/FRD � HEADER DETAIL M/FRDI CHIMNEY OVERFRAMING TRUSS SCAB RAFTER TO TOP CHORD OF TRUSS w/ .131x3" NAILS @ 4" o/c. 2x4 #2 SYP SCAB: MAX OVERHANG 20" 2x6 #2 SYP SCAB: MAX OVERHANG 42" N/FRD RAFTER SCAB DETAIL NOTE: GARAGE DOOR TO BE ATTACHED TO FRAMING MEMBERS IN ACCORDANCE w/ APPLICABLE MANUFACTURER's INSTRUCTIONS. JAMB LAG SCREWS MAY BE OMITTED PROVIDED SCREWS FASTENING GARAGE DOOR TRACK ARE INCREASED IN LENGTH BY 2" OR THE DEPTH OF THE JAMB MATERIAL. TOP PLATE INTERIOR WALL STUDS - SEE FRAMING PLAN FOR SIZE SHOE PLATE TOP PLATE INTERIOR WALL STUDS - SEE FRAMING PLAN FOR SIZE SHOE PLATE FOUNDATION - SEE FD SHEETS 2 -STORY WALL SECTION IF DISTANCE FROM SUB FASCIA TO 1st OUTLOOKER EXCEEDS 32", DOUBLE 1st OUTLOOKER ONLY. ELEVATION VIEW II SLOPE TOP PLATE i l TO MATCH ROOF I II I PITCH. i !! I 11 is !' II li is I I I I II I II I, I I II li I li I I I I I I I II I I I I I I; NOTE: OUTLOOKERS/BLOCKING MAY BALLOON BE OMITTED PROVIDED A FULL HEIGHT FRAMED STUDS GABLE END TRUSS IS PROVIDED OR PER PLAN WALL IS FRAMED CONTINUOUS TO ROOF DECK AND THE GABLE RAKE DOES NOT EXCEED 12". --------------------------- BALLOON FRAMED 2x GARAGE DOOR JAMB ATTACHED TO JACK/KING POST w/ (1) ROW OF 5/16"x3" LAG SCREWS @ 24" o/c FOR OPENINGS UP TO 10' IN WIDTH AND @ 12" o/c FOR OPENINGS UP TO 18' IN WIDTH. GARAGE DOOR BUCK. USE PT LUMBER IF 2x MATERIAL. P/FRD GARAGE DOORJAMB DETAIL GARAGE DOOR IN G❑D WE TRUST MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE, STE. 3 ST. AUGUSTINE - FL - 32092 C C .A. #26894 - (904) 342-8751 JOB NUMBER J134❑5 PRIOR VERSION DATES DESIGNED BY: BAM DRAWN BY TPM CHECKED BY: BAM SHEET PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 OCrEN•� •'�7� ��'e No 64010 ®rr�s®IN 5/B/ 1 B (1) MTS12 OR (1) MSTA18 STRAP @ EACH CORNER OF CHIMNEY TO RAFTER/TRUSS 2x4 #2 SYP BLOCKING TOP CHORD BETWEEN TRUSSES OR 2x4 BELOW CHIMNEY BLOCKING WALLS w/ (4) .131x3" BELOW. TOE/END NAILS AT - EACH END OF BLOCKING TO TOP CHORD OF TRUSS OR RAFTER. ROOF TRUSS TOP CHORDS. M/FRDI CHIMNEY OVERFRAMING TRUSS SCAB RAFTER TO TOP CHORD OF TRUSS w/ .131x3" NAILS @ 4" o/c. 2x4 #2 SYP SCAB: MAX OVERHANG 20" 2x6 #2 SYP SCAB: MAX OVERHANG 42" N/FRD RAFTER SCAB DETAIL NOTE: GARAGE DOOR TO BE ATTACHED TO FRAMING MEMBERS IN ACCORDANCE w/ APPLICABLE MANUFACTURER's INSTRUCTIONS. JAMB LAG SCREWS MAY BE OMITTED PROVIDED SCREWS FASTENING GARAGE DOOR TRACK ARE INCREASED IN LENGTH BY 2" OR THE DEPTH OF THE JAMB MATERIAL. TOP PLATE INTERIOR WALL STUDS - SEE FRAMING PLAN FOR SIZE SHOE PLATE TOP PLATE INTERIOR WALL STUDS - SEE FRAMING PLAN FOR SIZE SHOE PLATE FOUNDATION - SEE FD SHEETS 2 -STORY WALL SECTION IF DISTANCE FROM SUB FASCIA TO 1st OUTLOOKER EXCEEDS 32", DOUBLE 1st OUTLOOKER ONLY. ELEVATION VIEW II SLOPE TOP PLATE i l TO MATCH ROOF I II I PITCH. i !! I 11 is !' II li is I I I I II I II I, I I II li I li I I I I I I I II I I I I I I; NOTE: OUTLOOKERS/BLOCKING MAY BALLOON BE OMITTED PROVIDED A FULL HEIGHT FRAMED STUDS GABLE END TRUSS IS PROVIDED OR PER PLAN WALL IS FRAMED CONTINUOUS TO ROOF DECK AND THE GABLE RAKE DOES NOT EXCEED 12". --------------------------- BALLOON FRAMED 2x GARAGE DOOR JAMB ATTACHED TO JACK/KING POST w/ (1) ROW OF 5/16"x3" LAG SCREWS @ 24" o/c FOR OPENINGS UP TO 10' IN WIDTH AND @ 12" o/c FOR OPENINGS UP TO 18' IN WIDTH. GARAGE DOOR BUCK. USE PT LUMBER IF 2x MATERIAL. P/FRD GARAGE DOORJAMB DETAIL GARAGE DOOR IN G❑D WE TRUST MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE, STE. 3 ST. AUGUSTINE - FL - 32092 C C .A. #26894 - (904) 342-8751 JOB NUMBER J134❑5 PRIOR VERSION DATES DESIGNED BY: BAM DRAWN BY TPM CHECKED BY: BAM SHEET PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 OCrEN•� •'�7� ��'e No 64010 ®rr�s®IN 5/B/ 1 B (1) ATR OR (1) @ JACK POST T, w/ (1) LTT20B SW3-012 U 0 N CC HIGH UPLIFT ATTACH EACH TRUSS TO () SDW ......_.... EACH SIDE OF WALL or (2) SDWC15 00's. FOLLOW - ..-O SHOWN 014 DETAIL 2/TDD WHERE APPLICABLE. SWS1-* SW3-012 TO POST w/ (2) 1/2" 0 I II CC II a I II �4 II SER .` !E. - II SEE PORTAL FRAME DETAIL A/TDI OF END POST. I I � II Qi ...._...............-....._............_.................................................�...I ..............................-..-------------- ._.._...... I h II ;1) M A18 kCH H E! ,CK P T w, ABU BAS GIRCI R TO 1POS 00 Ln O d� Ln PASSES THROUGH FULL SPACING SCHEDULE (TD PAGES) HEA,DER () SDW 15609's or ��' D or () IVB STAM2 1) H2.5 EACH IDE III * G38 J (2) CS16's OF TC R PLA -11`11E TO (2) CS16's QTO 0058 5/8" ATR TRUS / (1) TR. OF I _...... .................................................._......_.................._._........................ PER PLAN PER PLAN WALL 1. ATR / QT TO BE (AS OF END POST. 2. ATR / QT SPACING TO BE MAINTAINED or ATTACH END POST TO TOP PLATE w/ (1) SPH. � II II � II II I,...L............_....... L_I - -.._..............----.._..--.-._.--.._..... _....__...... + II \ II --- ------- .........--.._.... ..... ... ....------.._......._......._..--------- .-----........ --....f---1 II 0 I II CC II a I II �4 II SER .` !E. - II SEE PORTAL FRAME DETAIL A/TDI OF END POST. I I � II Qi ...._...............-....._............_.................................................�...I ..............................-..-------------- ._.._...... I h II ;1) M A18 kCH H E! ,CK P T w, ABU BAS GIRCI R TO 1POS 00 Ln O d� Ln — - - -- (2) HTS20's @ ATR's @ 5' o/c GI ER TO POST w/ (1j,H2.5 EACH SIDE OF OP PLATE TO PASSES THROUGH FULL SPACING SCHEDULE (TD PAGES) HEA,DER T JACK PQ! III ��' D or () IVB STAM2 @ BASE. SKEW SDWC UP CALLOUT III * G38 J (2) CS16's QTG TO 14° TO FULLY 1/2" ATR (2) CS16's QTO 0058 5/8" ATR (3) CS16's EMBED INTO 0 X58 OF I TRUSS BOTTOM PER PLAN PER PLAN WALL 1. ATR / QT TO BE (AS OF END POST. — - - -- (2) HTS20's @ ATR's @ 5' o/c GI ER TO POST w/ (1j,H2.5 EACH SIDE OF OP PLATE TO -- -- --- --- __— — -----.-_-- --- -- I i I ---4-------- - i 10 @' 1st FLOG N Q ATR/QT S PAC I N PLA N • REFER TO DETAIL 1/TDD FOR STRAP ING OF ALL I 2nd FLOOR WALLS TO BEAMS/TRUSSES BELOW. LiI • REFER TO DETAIL 2/TDD FOR TIE -DOWN OF WALLS I I j OVER OPENINGS EXCEEDING RODS ACING SPEC'D. I I ! • REFER TO DETAIL 3/TDD FOR PORC HDR/POST N4I STRAPPING DETAILS, U.N.O. SEE PORTAL FRAME DETAIL A/TD1 u 0 V Q 00 M m Ln a 00 M m a �o ATTACH TACH STHD14 w/ y (30) 16d SINKERS. IN THE EVENT THE STHD14 IS OMITTED OR THE STEMWALL FOUNDATION IS GREATER THAN (2) COURSES TALL, REFER TO THE MSTCM40 OPTION OF DETAIL 5/FDD (TYPICAL EACH SIDE). III r Ar -r„ A r, t-,,, ACK TO (1) MSTA18 @ EACH PORCH HEADER TO POST w/ (1) CS16 @ BASE TO POST BELOW. IED ALL "x3/16" ATR/QT SPACING PLAN • REFER TO DETAIL 1/TDD FOR STRAPPING OF ALL 2nd FLOOR WALLS TO BEAMS/TRUSSES BELOW. • REFER TO DETAIL 2/TDD FOR TIE -DOWN OF WALLS OVER OPENINGS EXCEEDING ROD SPACING SPEC'D. • REFER TO DETAIL 3/TDD FOR PORCH HDR/POST STRAPPING DETAILS, U.N.O. I (1) MSTA18 @ EACH PORCH HEADER TO POST w/ (2) MSTA18's @ BASE TO PORCH HEADER BELOW. TIE -DOWN PLAN SCALE: 1/4"=1'-0" • SEE COVER SHEET (CS) FOR TRUSS TO PLATE CONNECTION NAIL SIZE AND QUANTITIES. • SEE COVER SHEET (CS) FOR HOLD-DOWN INSTALLATION DETAILS. • SEE TIE -DOWN DETAIL SHEET (TDD) FOR GENERAL TIE -DOWN DETAILS. TRUSS TO PLATE CONNECTIONS (1) H2.5 (A or T) or (1) SDWC15600 @ EACH TRUSS TO TOP PLATE OR HEADER UNLESS DENOTED AS SHOWN: H8 n n (1) H8 (1) MTS12 OTHERWISE FOLLOW SPECIFIC \\\\\ \\o\oo...... o�000 \O\�00000000\\�\\\\oo IN C30 WE TRUST CALL OUT ON PLAN SEE DETAIL 5/TDD FOR GABLE STRAPPING AND���� DETAIL 2/TDD FOR STRAPPING AT OPENINGS NOTE: ALL UPLIFTS HAVE BEEN CALCULATED BY MURRAY ENGINEER OF RECORD. UPLIFT VALUES REPORTED BY TRUSS SOFTWARE SHALL BE DISREGARDED. IF USING ENGINEERING INCORPORATED ALTERNATIVE CONNECTIONS THAN THOSE SPECIFIED, 157 HAMPTON PT DRIVE STE 3 THE CONNECTIONS MUST EXCEED THE CAPACITY OF ST. AUGUSTINE - FL - 32092 THE CONNECTION SPECIFIED ON THIS PLAN. C O.A. #26894 - (904) 342-8751 SDWC INSTALLATION GUIDELINES JOB NUMBER MAY BE SKEWED UP J 1 3405 TO 30° PROVIDED IT PASSES THROUGH FULL SPACING SCHEDULE (TD PAGES) HEA,DER T JACK PQ! BE PLACED @ EACH END OF / (1) S D or () IVB STAM2 @ BASE. -- -- --- --- __— — -----.-_-- --- -- I i I ---4-------- - i 10 @' 1st FLOG N Q ATR/QT S PAC I N PLA N • REFER TO DETAIL 1/TDD FOR STRAP ING OF ALL I 2nd FLOOR WALLS TO BEAMS/TRUSSES BELOW. LiI • REFER TO DETAIL 2/TDD FOR TIE -DOWN OF WALLS I I j OVER OPENINGS EXCEEDING RODS ACING SPEC'D. I I ! • REFER TO DETAIL 3/TDD FOR PORC HDR/POST N4I STRAPPING DETAILS, U.N.O. SEE PORTAL FRAME DETAIL A/TD1 u 0 V Q 00 M m Ln a 00 M m a �o ATTACH TACH STHD14 w/ y (30) 16d SINKERS. IN THE EVENT THE STHD14 IS OMITTED OR THE STEMWALL FOUNDATION IS GREATER THAN (2) COURSES TALL, REFER TO THE MSTCM40 OPTION OF DETAIL 5/FDD (TYPICAL EACH SIDE). III r Ar -r„ A r, t-,,, ACK TO (1) MSTA18 @ EACH PORCH HEADER TO POST w/ (1) CS16 @ BASE TO POST BELOW. IED ALL "x3/16" ATR/QT SPACING PLAN • REFER TO DETAIL 1/TDD FOR STRAPPING OF ALL 2nd FLOOR WALLS TO BEAMS/TRUSSES BELOW. • REFER TO DETAIL 2/TDD FOR TIE -DOWN OF WALLS OVER OPENINGS EXCEEDING ROD SPACING SPEC'D. • REFER TO DETAIL 3/TDD FOR PORCH HDR/POST STRAPPING DETAILS, U.N.O. I (1) MSTA18 @ EACH PORCH HEADER TO POST w/ (2) MSTA18's @ BASE TO PORCH HEADER BELOW. TIE -DOWN PLAN SCALE: 1/4"=1'-0" • SEE COVER SHEET (CS) FOR TRUSS TO PLATE CONNECTION NAIL SIZE AND QUANTITIES. • SEE COVER SHEET (CS) FOR HOLD-DOWN INSTALLATION DETAILS. • SEE TIE -DOWN DETAIL SHEET (TDD) FOR GENERAL TIE -DOWN DETAILS. TRUSS TO PLATE CONNECTIONS (1) H2.5 (A or T) or (1) SDWC15600 @ EACH TRUSS TO TOP PLATE OR HEADER UNLESS DENOTED AS SHOWN: H8 n n (1) H8 (1) MTS12 OTHERWISE FOLLOW SPECIFIC \\\\\ \\o\oo...... o�000 \O\�00000000\\�\\\\oo IN C30 WE TRUST CALL OUT ON PLAN SEE DETAIL 5/TDD FOR GABLE STRAPPING AND���� DETAIL 2/TDD FOR STRAPPING AT OPENINGS NOTE: ALL UPLIFTS HAVE BEEN CALCULATED BY MURRAY ENGINEER OF RECORD. UPLIFT VALUES REPORTED BY TRUSS SOFTWARE SHALL BE DISREGARDED. IF USING ENGINEERING INCORPORATED ALTERNATIVE CONNECTIONS THAN THOSE SPECIFIED, 157 HAMPTON PT DRIVE STE 3 THE CONNECTIONS MUST EXCEED THE CAPACITY OF ST. AUGUSTINE - FL - 32092 THE CONNECTION SPECIFIED ON THIS PLAN. C O.A. #26894 - (904) 342-8751 SDWC INSTALLATION GUIDELINES JOB NUMBER MAY BE SKEWED UP J 1 3405 TO 30° PROVIDED IT GENERAL FULL LENGTH ATR/QT LOCATIONS ALL PLAN REFERENCES TO "ATR" TO BE A 3/8" ALL THREAD ROD OR BLUE QUICK TIE CABLE SEE DETAIL 8 FOR ATR INSTALLATION GUIDELINES SEE DETAIL 9 FOR QT INSTALLATION GUIDELINES ALL THREAD RODS / QUICK TIE CABLES TO BE LOCATED AS FOLLOWS: 1. 3/8" ATR / QTB LOCATED @ SPACING PER PLAN. 2. 3/8" ATR / QTB LOCATED WITHIN 2" OF END POST OF ONE SIDE OF EACH EXTERIOR CORNER. LOCATE ON SIDE OF UPPER PLATE SPLICE LAP. 3. 3/8" ATR / QTB EACH SIDE OF EACH PLATE HEIGHT CHANGE. 4. 3/8" ATR / QTB LOCATED THROUGH CENTER OF UPPER TOP PLATE SPLICE OR EACH SIDE OF UPPER TOP PLATE SPLICE. 5. SPECIFIC LOCATIONS DENOTED BY THE FOLLOWING SYMBOLS: PASSES THROUGH FULL SPACING SCHEDULE (TD PAGES) PLAN SPEC. SHEAR WALL HOLD DOWN TO DEPTH OF TOP PLATE. BE PLACED @ EACH END OF ATR r TYPICAL QT SHEARWALL; SKEW SDWC UP CALLOUT QTB * G38 3/8" ATR (2) CS16's QTG TO 14° TO FULLY 1/2" ATR (2) CS16's QTO 0058 5/8" ATR (3) CS16's EMBED INTO 0 X58 OF 3/4fl-111CHORD TRUSS BOTTOM PER PLAN PER PLAN WALL 1. ATR / QT TO BE (AS OF END POST. 2. ATR / QT SPACING TO BE MAINTAINED or ATTACH END POST TO TOP PLATE w/ (1) SPH. SHOWN). SINGLE DOUBLE TRUSS ALIGNED SDWC15600 SDWC15600 w/ STUD GENERAL FULL LENGTH ATR/QT LOCATIONS ALL PLAN REFERENCES TO "ATR" TO BE A 3/8" ALL THREAD ROD OR BLUE QUICK TIE CABLE SEE DETAIL 8 FOR ATR INSTALLATION GUIDELINES SEE DETAIL 9 FOR QT INSTALLATION GUIDELINES ALL THREAD RODS / QUICK TIE CABLES TO BE LOCATED AS FOLLOWS: 1. 3/8" ATR / QTB LOCATED @ SPACING PER PLAN. 2. 3/8" ATR / QTB LOCATED WITHIN 2" OF END POST OF ONE SIDE OF EACH EXTERIOR CORNER. LOCATE ON SIDE OF UPPER PLATE SPLICE LAP. 3. 3/8" ATR / QTB EACH SIDE OF EACH PLATE HEIGHT CHANGE. 4. 3/8" ATR / QTB LOCATED THROUGH CENTER OF UPPER TOP PLATE SPLICE OR EACH SIDE OF UPPER TOP PLATE SPLICE. 5. SPECIFIC LOCATIONS DENOTED BY THE FOLLOWING SYMBOLS: SHEAR WALLS SHEAR WALL ID, REFER TO WALL SHEATHING SCHEDULE (FR PAGES) AND TO STUBBIE OPTIONS SPACING SCHEDULE (TD PAGES) PLAN SPEC. SHEAR WALL HOLD DOWN TO SWOVER ID ATR' BE PLACED @ EACH END OF ATR r TYPICAL QT SHEARWALL; 3/8" ATR CALLOUT QTB * G38 3/8" ATR (2) CS16's QTG * 012 1/2" ATR (2) CS16's QTO 0058 5/8" ATR (3) CS16's QTO 0 X58 5/8" ATR (3) CS16's N/A SHEAR WALLS SHEAR WALL ID, REFER TO WALL SHEATHING SCHEDULE (FR PAGES) AND TO STUBBIE 'SW6'-012 SPACING SCHEDULE (TD PAGES) OPTIONS SHEAR WALL HOLD DOWN TO SWOVER ID ATR' BE PLACED @ EACH END OF SHEAR WALL. REFER TO HOLD r TYPICAL DOWN SCHEDULE (TD PAGES) SHEARWALL; FOR HOLD DOWN OPTIONS. CALLOUT HOLD ---------- 1...._.._.........._....____.— _ DOWN SCHEDULE OPTIONS SWOVER ID ATR' QT SIMPSON' BEAM/HDR 638 3/8" ATR QTB FT (1) CS16 G38 3/8" ATR QTG HTT4 (2) CS16's 012 1/2" ATR QTO HTT4 (2) CS16's 058 5/8" ATR QTO HDQ8 (3) CS16's X58 5/8" ATR N/A HDQ8 (3) CS16's * PER PLAN PER PLAN PER PLAN PER PLAN 1. ATR / QT TO BE LOCATED WITHIN 2" OF END POST. 2. ATR / QT SPACING TO BE MAINTAINED or ATTACH END POST TO TOP PLATE w/ (1) SPH. STUBBIE SPACING SEE DETAIL 7/TDD FOR STUBBIE OPTIONS STUBBIE SPACING' SHEAR WALL ID INTERIOR EXTERIOR' WALL WALL WALLS w/ NO ID NONE REQ. 96" o/c3 SW6HP 64" o/c 36" o/c SW6 42" o/c 24" o/c SW4 28" o/c 16" o/c SW3 22" o/c 12" o/c SWS1 18" o/c 10" o/c DSW4 14" o/c 8" o/c DSW3 10" o/c 6" o/c NOTES: 1. STUBBIES NOT REQUIRED FOR 2nd FLOOR SHEAR WALLS OVER WOOD FLOOR SYSTEM. 2. INSTALL (1) STUBBIE WITHIN 8" OF EACH SIDE OF EACH SHOE PLATE BREAK (SHEATHED WALLS ONLY). 3. STUBBIES ARE NOT REQUIRED IF NON -ID WALL HAS ATR's OR QT CABLES INSTALLED. W Z W Q U J Z [p W w Q 110 � OW>.Z 0 _j 0� �_ < o� �a } w ��o Z Lo 0 U J O j � Z� O a� LnaoF- DESIGNED BY: BAM DRAWN BY: TPM CHECKED BY: BAM SHEET TD 1 OFFICE COPY PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 �,ry�a►aaaatr�t�i A MC! �e N 4010 '' Q TE OF �0 4il: .� tc 0 R , a P� &'11��,`` ION A rs1iaaa 5/8/ 1 8 CLIP OP SCREW - PER PLAN (REFER 10 DETAIL 5 FOR GABLE CONDITION) NOTE: STUD TO SHOE PLATE AND SHOE PLATE TO MEMBER BELOW CONNECTIONS MAY BE REPLACED w/(l)CS22 @ BASE OF STUD DIRECTLY TO MEMBER BELOW. SHOE PLATE TO MEMBER BELOW (1) SDWC15600 SCREW @ MAX. 32" o/c. NOTE: WHEN HIGH UPLIFT OPTION IS NOTED ON PLAN USE (2) SDWC15600 SCREWS STUD TO TOP PLATE (1) SDWC15600 or (1) H8, TSP, or SP2 32:MAX.**- STUD o/cMAX.**STUD TO SHOE PLATE (1) SDWC15600 or (1) SP1 @ MAX. 24" o/c. BEAM, GIRDER, BLOCKING, OR PERPENDICULAR TRUSS/JOIST/BEAM. WALL OVER SUPPORT MEMBER BELOW 1/TDD j CONVENTIONAL STRAPPING DETAILS CLIP OR SCREW PER PLAN (REFER TO DETAIL 5 FOR GABLE CONDITION). ATTACH TRUSS TO TOP PLATE ON SHEATHED SIDE OF WALL PER PLAN. SHEATHING MUST BE APPLIED PER DETAIL J/FRD. CUT SECTION HEADER MAY BE FLUSH (AS SHOWN) OR DROPPED. WALL TO HEADER STRAPPING IS NOT REQUIRED IF ATR SPACING SPECIFIED IS MAINTAINED. SEE F LENG ATR E n **--HIGH UPLIFT OPTION ** REQUIRED WHEN NOTED ON PLAN **TIGHTEN TO 16" o/c MAX. FOR "HIGH UPLIFT" OPTION. NOTE: FOR 24" o/c FRAMING USE (2) SDWC15600 SCREWS or (1) SPH4/6/8 @ EACH STUD TO TOP/SHOE PLATE. ** LOW UPLIFT OPTION ** BASED ON SUPPORTING ROOF SPAN SPACING MAY BE INCREASED TO 48" o/c WHEN SUPPORTED ROOF TRUSSES SPAN NO MORE THAN 12'. NOTE: JACK/KING TO SHOE PLATE AND SHOE PLATE TO MEMBER BELOW CONNECTIONS MAY BE REPLACED w/ (1) MSTA12 OR (1) CS22 @ BASE OF JACK/KING POST DIRECTLY TO MEMBER BELOW. SCREWS ALSO NOT REQUIRED IF STRAPPING IS SPECIFIED ON PLAN. (2) SDWC15600 SCREWS or (1) TSP @ KING POST TO TOP PLATE. SEE DETAIL 2/TDD :OR STRAPPING F TOP PLATE TO HEADER. (2) SDWC15600 NOTE: TOP TOP PLATE ON PLATE TO HDR INTERIOR SIDE OF (2) SDWC1 X600 SCREWS or (1) DSP FOR "HIGH UPLIFT" OPTION. PROVIDED THA OTE: FOR 24" o/c FRAMING SCREWS or ( ) DSF @ BASE OF TO FLUSH HDR w/ ATTACH TO HDI SPH's @ 48" o/c. w/ MTS12 FOR @ BASE OF JACK/KING POST H2.5T OR CONV. METAL OPTION SDWC15600. JACK/KING OST TO SHOE PLATE. B Mill TO SHOE P .ATE. (2) SDWC15600 SCREWS @ SHOE _.__.,_........_____........__. PLATE TO MEMBER BELOW. OPENING OVER PARALLEL MEMBER /')X `^`A 1'715600 SCREWS @ KING POST -OP PLATE. =E DETAIL 2/TDD OR STRAPPING iF TOP PLATE TO HEADER. (2) SDWC15600 SCREWS @ SHOE PLATE TO EACH INTERSECTING MEMBER EACH SIDE OF JACK/KING POST. OPENING OVER PERPENDICULAR MEMBER NOTE: PLAN SPECIFIC NOTES OVERRIDE THESE DETAILS. ATTACH TRUSS TO NOTE: TOP TOP PLATE ON PLATE TO HDR INTERIOR SIDE OF STRAPPING MA' WALL PER PLAN. BE OMITTED FOR "HIGH UPLIFT" OPTION. PROVIDED THA OTE: FOR 24" o/c FRAMING ATTACH TOP PLATE EACH TRUSS IS TO FLUSH HDR w/ ATTACH TO HDI SPH's @ 48" o/c. w/ MTS12 FOR PLATE. EACH SPECIFIES H2.5T OR CONV. METAL OPTION SDWC15600. CLIP OR SCREW PER PLAN (REFER TO DETAIL 5 FOR GABLE CONDITION) S STUD TO TOP PLATE (1) SDWC15600 ALTERNATIVE or (1) H8, TSP, or SP2 SEE FULL LENGTH ATR DETAIL DROPPED MAX.**� HEADER STUD TO SHOE PLATE (1) SDWC15600 or (1) H8 SDWC TO BE INSTALLED SKEWED BETWEEN 10° AND 30° FROM VERTICAL. ATTACH HDR TO TOP PLATE w/ SDWC15600's @ 24" o/c SKEWED BETWEEN 10° AND 30° FROM VERTICAL. [S:DW:CSCREW OPTION ** HIGH UPLIFT OPTION ** REQUIRED WHEN NOTED ON PLAN **TIGHTEN TO 16" o/c MAX. FOR "HIGH UPLIFT" OPTION. NOTE: FOR 24" o/c FRAMING USE (2) SDWC15600 SCREWS or (1) SPH4/6/8 @ EACH STUD TO TOP/SHOE ----- -------PLATE- ** LOW UPLIFT OPTION ** BASED ON SUPPORTING ROOF SPAN SPACING MAY BE INCREASED TO 48" o/c WHEN SUPPORTED ROOF TRUSSES SPAN NO MORE THAN 12'. WALL TO HEADER STRAPPING IS NOT REQUIRED OPENING OVER HDR BELOW _ IF ATR SPACING SPECIFIED IS MAINTAINED. NOTE: FOR OPENINGS WITH JACKS/KINGS (-1 OVER HEADER BELOW ATTACH KING POST TO TOP PLATE w/ (2) SDWC15600 SCREWS CLIP OR SCREW or (1) TSP AND ATTACH BASE OF JACK/KING PER PLAN POST TO HDR BELOW w/ (1) CS22, UNLESS I I I (REFER TO DETAIL NOTED OTHERWISE ON PLAN. 5 FOR GABLE CONDITION) NOTE: STUD TO SHOE PLATE AND SHOE PLATE TO MEMBER BELOW CONNECTIONS MAY BE REPLACED w/ (1) CS22 @ BASE OF STUD DIRECTLY TO MEMBER BELOW. STUD TO TOP PLATE (1) SDWC15600 or (1) H8, TSP, or SP2 32" o/c MAX.** _ N SHOE PLATE TO MEMBER BELOW STUD TO SHOE PLATE (1) SDWC15600 SCREW (1) SDWC15600 @ MAX. 32" o/c. or NOTE: WHEN HIGH UPLIFT (1) SP1 OPTION IS NOTED ON PLAN USE (2) SDWC15600 SCREWS @ MAX. 24" o/c. SEE SINGLE STORY OPTIONS FOR ATTACHMENT OF 1st FLOOR TOP PLATE TO HDR. I,' ATTACH EACH FLOOR TRUSS TO (NOT REQUIRED IF 2nd I '' 1' I TOP PLATE w/ (1) SDWC15600 FLOOR STUDS ARE (NOT REQUIRED IF 2nd FLOOR ATTACHED TO HDR w/ STUDS ARE ATTACHED TO HDR CS22's. w/ CS22's) - -- CUT SECTION S ALL OPTIONS APPLY TO ALL WINDOW/PORCH SUPPORTING ROOF TRUSSES/RAFTERS ABOVE. 2/TDD WALL OVER HEADER STRAPPING DETAIL THIS DETAIL DOES NOT APPLY TO WALLS SUPPORTING A FLOOR ONLY. (1) FULL LENGTH ATR WITHIN 2" OF HEADER POST. PLATED CONDITION SHOWN. NOTCHED HEADER APPLIES. (1) FULL LENGTH ATR WITHIN 2" OF END POST, ONE SIDE OF CORNER. PLATED CONDITION (1) FULL — SHOWN. NOTCHED LENGTH ATR HEADER APPLIES. WITHIN 2" OF HEADER POST. PLATED CONDITION SHOWN. NOTCHED HEADER APPLIES. (1) H2.5A/T @ HDR TO POST w/ (1) H2.5A/T @ BASE TO POST/TOP PLATE BELOW. ONLY (1) H2.5A/T REQUIRED IF HEADER BEARS DIRECTLY ON TOP PLATE. PORCH HDR @WALL PORCH HDR @ WALL CORNER RAISED PORCH HDR @ WALL (1) MSTA24 @ EACH PORCH HDR TO COLUMN (MIN. (2) MSTA24's PER COLUMN). DRCH HDR, =E PLAN. DRCH POST, -F PLAN. PORCH HDR, SEE PLAN. 5/8" x 6" EMBED EPDXIED ATR. (1) MSTA24 @ EACH PORCH HDR TO COLUMN (MIN. (2) MSTA24's PER COLUMN). -PORCH POST, SEE PLAN. ABU (12) 16d COMMON (.162) x 3-1/2" NAILS. PORCH HDR @ POST GENERAL NOTES 1. ALL EPDXY CONNECTIONS TO BE MADE WITH SIMPSON "SET -XP' 2 -PART EPDXY, INSTALLED PER MANUFACTURER'S INSTRUCTIONS. EXCEPTION: IT IS ALLOWABLE TO USE QUICK TIE QE -1 EPDXY FOR ALL QUICK TIE (QT) CABLES. 2. NAIL DIAMETERS: 8d COMMON =.131 16d SINKER = .148 10d COMMON =.148 16d COMMON =.162 3. IN THE EVENT THE SHEATHING IS APPLIED PRIOR TO INSTALLATION OF THE SPH CONNECTIONS SPECIFIED, IT IS ALLOWABLE TO SUBSTITUTE A SPHR OR MSTA24 w/ (6) 10d COMMON NAILS EACH SIDE TO STUD OR HEADER. USE 1-1/2" NAILS ON EXPOSED STUD/HEADER SIDE AND 2-1/2" NAILS ON SHEATHED SIDE. 4. ATR/QT MAXIMUM OUT -OF -PLUMB TOLERANCE: 1/4" PER FOOT OR 2" PER FLOOR LEVEL- WHICHEVER IS LESS. S. WASHERS TO BE TOTALLY SUPPORTED BY TOP PLATE. 6. IN THE EVENT A COUPLER IS REQUIRED USE A LOW -CARBON STEEL COUPLER w/ MIN. 5/8" THREAD ENGAGEMENT FROM EACH ALL THREAD ROD. 3/8"x6" EMBED EPDXIED ATR w/ NUT & CUT WASHER 3/8"x6" TITEN HD w/ CUT WASHER 1/2"x7" CAST -IN- PLACE "J" BOLT w/ NUT & CUT WASHER NOTE: IN THE EVENT WALL CAVITY SPACE DOES NOT ALLOW REQUIRED STUBBIE, IT IS ALLOWABLE TO USE AN LTT20B @ BASE OF WALL POST O\\\O\\\\\\\\\\��a\\\�\�\O\O\\\\\\\\\\O IN G❑D WE TRUST ON MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE, STE. 3 ST. AUGUSTINE - FL - 32092 C O.A. #F26894 - (904) 342-3751 JOB NUMBER J134❑5 I I I I I it i I II !I I I ** HIGH UPLIFT OPTION it I I I it I I REQUIRED WHEN 'I •.I II I I I .I I -- - NOTED ON PLAN "TIGHTEN TO 16" o/c MAX. FOR "HIGH UPLIFT" OPTION. OTE: FOR 24" o/c FRAMING USE (2) SDWC15600 SCREWS or (1) SPH4/6/8 aP EACH STUD TO TOP/SHOE PLATE. SEE SINGLE STORY OPTIONS FOR ATTACHMENT OF 1st FLOOR TOP PLATE TO HDR. I,' ATTACH EACH FLOOR TRUSS TO (NOT REQUIRED IF 2nd I '' 1' I TOP PLATE w/ (1) SDWC15600 FLOOR STUDS ARE (NOT REQUIRED IF 2nd FLOOR ATTACHED TO HDR w/ STUDS ARE ATTACHED TO HDR CS22's. w/ CS22's) - -- CUT SECTION S ALL OPTIONS APPLY TO ALL WINDOW/PORCH SUPPORTING ROOF TRUSSES/RAFTERS ABOVE. 2/TDD WALL OVER HEADER STRAPPING DETAIL THIS DETAIL DOES NOT APPLY TO WALLS SUPPORTING A FLOOR ONLY. (1) FULL LENGTH ATR WITHIN 2" OF HEADER POST. PLATED CONDITION SHOWN. NOTCHED HEADER APPLIES. (1) FULL LENGTH ATR WITHIN 2" OF END POST, ONE SIDE OF CORNER. PLATED CONDITION (1) FULL — SHOWN. NOTCHED LENGTH ATR HEADER APPLIES. WITHIN 2" OF HEADER POST. PLATED CONDITION SHOWN. NOTCHED HEADER APPLIES. (1) H2.5A/T @ HDR TO POST w/ (1) H2.5A/T @ BASE TO POST/TOP PLATE BELOW. ONLY (1) H2.5A/T REQUIRED IF HEADER BEARS DIRECTLY ON TOP PLATE. PORCH HDR @WALL PORCH HDR @ WALL CORNER RAISED PORCH HDR @ WALL (1) MSTA24 @ EACH PORCH HDR TO COLUMN (MIN. (2) MSTA24's PER COLUMN). DRCH HDR, =E PLAN. DRCH POST, -F PLAN. PORCH HDR, SEE PLAN. 5/8" x 6" EMBED EPDXIED ATR. (1) MSTA24 @ EACH PORCH HDR TO COLUMN (MIN. (2) MSTA24's PER COLUMN). -PORCH POST, SEE PLAN. ABU (12) 16d COMMON (.162) x 3-1/2" NAILS. PORCH HDR @ POST GENERAL NOTES 1. ALL EPDXY CONNECTIONS TO BE MADE WITH SIMPSON "SET -XP' 2 -PART EPDXY, INSTALLED PER MANUFACTURER'S INSTRUCTIONS. EXCEPTION: IT IS ALLOWABLE TO USE QUICK TIE QE -1 EPDXY FOR ALL QUICK TIE (QT) CABLES. 2. NAIL DIAMETERS: 8d COMMON =.131 16d SINKER = .148 10d COMMON =.148 16d COMMON =.162 3. IN THE EVENT THE SHEATHING IS APPLIED PRIOR TO INSTALLATION OF THE SPH CONNECTIONS SPECIFIED, IT IS ALLOWABLE TO SUBSTITUTE A SPHR OR MSTA24 w/ (6) 10d COMMON NAILS EACH SIDE TO STUD OR HEADER. USE 1-1/2" NAILS ON EXPOSED STUD/HEADER SIDE AND 2-1/2" NAILS ON SHEATHED SIDE. 4. ATR/QT MAXIMUM OUT -OF -PLUMB TOLERANCE: 1/4" PER FOOT OR 2" PER FLOOR LEVEL- WHICHEVER IS LESS. S. WASHERS TO BE TOTALLY SUPPORTED BY TOP PLATE. 6. IN THE EVENT A COUPLER IS REQUIRED USE A LOW -CARBON STEEL COUPLER w/ MIN. 5/8" THREAD ENGAGEMENT FROM EACH ALL THREAD ROD. 3/8"x6" EMBED EPDXIED ATR w/ NUT & CUT WASHER 3/8"x6" TITEN HD w/ CUT WASHER 1/2"x7" CAST -IN- PLACE "J" BOLT w/ NUT & CUT WASHER NOTE: IN THE EVENT WALL CAVITY SPACE DOES NOT ALLOW REQUIRED STUBBIE, IT IS ALLOWABLE TO USE AN LTT20B @ BASE OF WALL POST O\\\O\\\\\\\\\\��a\\\�\�\O\O\\\\\\\\\\O IN G❑D WE TRUST ON MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE, STE. 3 ST. AUGUSTINE - FL - 32092 C O.A. #F26894 - (904) 342-3751 JOB NUMBER J134❑5 I I I I I it i I II !I I I ** LOW UPLIFT OPTION it I I I it I I BASED ON SUPPORTING 'I •.I II I I I .I I -- - ROOF SPAN 'PACING MAY BE INCREASED I O 48" o/c WHEN SUPPORTED ROOF TRUSSES SPAN NO MORE THAN 12'. SEE SINGLE STORY OPTIONS FOR ATTACHMENT OF 1st FLOOR TOP PLATE TO HDR. I,' ATTACH EACH FLOOR TRUSS TO (NOT REQUIRED IF 2nd I '' 1' I TOP PLATE w/ (1) SDWC15600 FLOOR STUDS ARE (NOT REQUIRED IF 2nd FLOOR ATTACHED TO HDR w/ STUDS ARE ATTACHED TO HDR CS22's. w/ CS22's) - -- CUT SECTION S ALL OPTIONS APPLY TO ALL WINDOW/PORCH SUPPORTING ROOF TRUSSES/RAFTERS ABOVE. 2/TDD WALL OVER HEADER STRAPPING DETAIL THIS DETAIL DOES NOT APPLY TO WALLS SUPPORTING A FLOOR ONLY. (1) FULL LENGTH ATR WITHIN 2" OF HEADER POST. PLATED CONDITION SHOWN. NOTCHED HEADER APPLIES. (1) FULL LENGTH ATR WITHIN 2" OF END POST, ONE SIDE OF CORNER. PLATED CONDITION (1) FULL — SHOWN. NOTCHED LENGTH ATR HEADER APPLIES. WITHIN 2" OF HEADER POST. PLATED CONDITION SHOWN. NOTCHED HEADER APPLIES. (1) H2.5A/T @ HDR TO POST w/ (1) H2.5A/T @ BASE TO POST/TOP PLATE BELOW. ONLY (1) H2.5A/T REQUIRED IF HEADER BEARS DIRECTLY ON TOP PLATE. PORCH HDR @WALL PORCH HDR @ WALL CORNER RAISED PORCH HDR @ WALL (1) MSTA24 @ EACH PORCH HDR TO COLUMN (MIN. (2) MSTA24's PER COLUMN). DRCH HDR, =E PLAN. DRCH POST, -F PLAN. PORCH HDR, SEE PLAN. 5/8" x 6" EMBED EPDXIED ATR. (1) MSTA24 @ EACH PORCH HDR TO COLUMN (MIN. (2) MSTA24's PER COLUMN). -PORCH POST, SEE PLAN. ABU (12) 16d COMMON (.162) x 3-1/2" NAILS. PORCH HDR @ POST GENERAL NOTES 1. ALL EPDXY CONNECTIONS TO BE MADE WITH SIMPSON "SET -XP' 2 -PART EPDXY, INSTALLED PER MANUFACTURER'S INSTRUCTIONS. EXCEPTION: IT IS ALLOWABLE TO USE QUICK TIE QE -1 EPDXY FOR ALL QUICK TIE (QT) CABLES. 2. NAIL DIAMETERS: 8d COMMON =.131 16d SINKER = .148 10d COMMON =.148 16d COMMON =.162 3. IN THE EVENT THE SHEATHING IS APPLIED PRIOR TO INSTALLATION OF THE SPH CONNECTIONS SPECIFIED, IT IS ALLOWABLE TO SUBSTITUTE A SPHR OR MSTA24 w/ (6) 10d COMMON NAILS EACH SIDE TO STUD OR HEADER. USE 1-1/2" NAILS ON EXPOSED STUD/HEADER SIDE AND 2-1/2" NAILS ON SHEATHED SIDE. 4. ATR/QT MAXIMUM OUT -OF -PLUMB TOLERANCE: 1/4" PER FOOT OR 2" PER FLOOR LEVEL- WHICHEVER IS LESS. S. WASHERS TO BE TOTALLY SUPPORTED BY TOP PLATE. 6. IN THE EVENT A COUPLER IS REQUIRED USE A LOW -CARBON STEEL COUPLER w/ MIN. 5/8" THREAD ENGAGEMENT FROM EACH ALL THREAD ROD. 3/8"x6" EMBED EPDXIED ATR w/ NUT & CUT WASHER 3/8"x6" TITEN HD w/ CUT WASHER 1/2"x7" CAST -IN- PLACE "J" BOLT w/ NUT & CUT WASHER NOTE: IN THE EVENT WALL CAVITY SPACE DOES NOT ALLOW REQUIRED STUBBIE, IT IS ALLOWABLE TO USE AN LTT20B @ BASE OF WALL POST O\\\O\\\\\\\\\\��a\\\�\�\O\O\\\\\\\\\\O IN G❑D WE TRUST ON MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE, STE. 3 ST. AUGUSTINE - FL - 32092 C O.A. #F26894 - (904) 342-3751 JOB NUMBER J134❑5 I I I I I it i I II !I I I I II I i 'I I it I I I it I I it I it '•I II II I I I II II I II it I I I II � I ---- - -� ---- 'I •.I II I I I .I I -- - I I I � II 'I I - - - J OPTION 2 ATTACH TOP PLATE TO GABLE END IIOTTOM CHORD w/ SIMPSON SDWC OR 1/4"x6" SDS SCREWS @ 5' o/c. FOR OPENINGS GREATER THAN 5' BUT NO LARGER THAN 18', INSTALL (2) SCREWS EACH SIDE OF OPENING. 5/TDD GABLE END TIE -DOWN DETAIL GABLE END ATTACH STUDS TO TOP PLATE w/ (1) H8 AND TO SHOE PLATE w/ (1) SSP OR TO BEAM/HDR BELOW w/ (1) CS22 @ 48" o/c MAX. ATTACH SHOE PLATE w/ 3/8"x6" EMBED EPDXIED ATR STUBBIES @ ATR/STUBBIE SPACING SPECIFIED ON PLAN. NOTE: IF OPTION 2 IS FOLLOWED, ATTACH TOP PLATE S -(RAPPING ON SAME SIDE AS LTP4'S. OPTION 1 ATTACH TOP PLATE TO GABLE END BOTTOM CHORD w/ LTP4's @ 5' o/c. DESIGNED BY: BAM DRAWN BY: TPM CHECKED BY: BAM SHEET Ida OFFICE COPY PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 I No 64010 .- E 10 N�A1110 15t FLOOR FLAN NOTE TO FRAMER: EXTERIOR WALLSINSET1 " FROM SLAB EDGE MECHANICAL EQUIPMENT NOTES: FBG -002.5.2: DUCTS IN GARAGE SHALL BE MIN 26 GAGE SHEET STEEL WITH NO OPENINGS INTO GARAGE ALLOWED. FBC-R, M1305.1.1: MIN 4" CLEARANCE REQUIRED AROUND ALL SIDES OF MECHANICAL EQUIPMENT AND COMPONENTS, INCLUDING DUCTS, WITH THE TOTAL WIDTH OF THE ENCL05ING SPACE BEING AT LEAST 12" WIDER THAN THE FURNACE OR AIR HANDLER GROUND -MOUNTED MECHANICAL UMTS SHALL BE ANCHORED IN ACCORDANCE WITH FDC -R, SECTION M1307.2. I SO. FTG. CALCULATIONS 21-8i 2356 2ND FLOOR LIVING, tr.3' s•-0" 3's• 17.a• 3474 y+' 8'-2" 1'J -r 767 160 5"111' w -o' 407 S-8 " / ]f�� I��� 11' PFa�•• 1'-1* P-ta' 3•-0' T-2" 5-P 5-` • T-2 -0" 5002 505 SH 34,507 3-55 SH 99 V5P SH 2'9SH 2'5° 5H TMPRD GLS ENEL. WER 3�JP SH H. SILL02'-6'AFF 5 SRL®2-6'AFF STIS LL®5.0'AFF L93' -0 -AF F N.�3'-0"AFF 49'ti WALL SILL 02'E' — WW 0 FREE G I[+M — Y WIG,WN.L dS yOGi/ 18 y TSTA UBYDI N 643Xlo I� 3 E 5 STUDY I I PORCH OWNERS R 5 _ 3' v 2a OWNERS c MPRD N SU TE I I KT „�rr� �j C P I wag PL Hr. L��� vnG N N7W 10, 19-" II �'~� N N—RO - SHELF O HEnDER f 3• AFL lV 7X PREPWMB 5M N LL 4 I I I I I 1X12 CMU COLUMN sdnry pR � I I _ / �XIb 2a -T 1 J V CLC, 4006e ge to 9' FR. OR. tr I tail I5MUN ,'ri NI FOYER �° T WOOD FlLo REPLACE 55H ❑ 4 F 14d ^ f UPI9 RISERS (v I I I I T " O /32"RISE �X 1 RUN I I '-0' T-2}"7''J(� 19-0" 3'-T 3-9' O T- f6FT� COATS - 3p�p FAMILY I -- H RhS SILLOZ I I lydCf I!/ I/ IIS/I 1`Vyp �jyM WALLS DETWIAI GARAGE AID 51DERTE -MUMG PSLMA I I w CLG. DINING TOBECGVFR�1w/}' BOARD ON GQR{IGE SIDE OF STU WALL EXTENDEDy LANAI m m I I t I w-1gPLHr. 7X�a -tr i�cFr aBB�s__ !�"J GARAGE d) I I I I BARTOP OVER 35T WALL v s° T /j/�C� — — IiWl IL_J oa}PLnr. 4x411, POST B, a -w' ---%Y-- 1i ---- i_1Py_T 3'-9' b WRAPPEDTOP 12 or ----+---- I /\ it M19uD DODR 1513/8'MIR I y CAFE WW WID 5P, I leas L� I I i 30�� 3e KT OR SOLIDGORE 09 20 MINUTE ME RATED � I I I PREPLUMB y u wCLG $ // .e/�_VCLG 7KITCHEN I 1 EDD E� I I fi I TBI I SUMMER KNC7EN �/ `� 10 6 /� c�- DBL 14d 36'CAS GOOKTOP 10 LLG - CAB. GAB. I1 n I LID I LNDRY I I w/ r<rrrF_D H00D I I GAS I I O 5 e---- N GF"' DHOOD�F--M, OVENSN DRAW �n 24 CFI+ yy w W3� " N L�r�5RLe4' 5H 8 AFF —®--- --W/VE PNITRY 46'h WALL W/CAP'„'SR SH5H STUD wGLG CAD STUD FORFlIrNRE FIXE PIT SLLL P Z-6' AFF SILL 8r 2'-6" 2'-w' 3'$ AFF Z$• F-7— p gnxDOpR SHOWER GARAGE 55H 5'-wfi LOU✓ERED DAR 5GREFN-I A t, NL CONG, COMP. TAMP. O STWP oo " TANK -S GAS WH STUD 3�5H SILL P Z$' AFF I6-10' 15t FLOOR FLAN NOTE TO FRAMER: EXTERIOR WALLSINSET1 " FROM SLAB EDGE MECHANICAL EQUIPMENT NOTES: FBG -002.5.2: DUCTS IN GARAGE SHALL BE MIN 26 GAGE SHEET STEEL WITH NO OPENINGS INTO GARAGE ALLOWED. FBC-R, M1305.1.1: MIN 4" CLEARANCE REQUIRED AROUND ALL SIDES OF MECHANICAL EQUIPMENT AND COMPONENTS, INCLUDING DUCTS, WITH THE TOTAL WIDTH OF THE ENCL05ING SPACE BEING AT LEAST 12" WIDER THAN THE FURNACE OR AIR HANDLER GROUND -MOUNTED MECHANICAL UMTS SHALL BE ANCHORED IN ACCORDANCE WITH FDC -R, SECTION M1307.2. I SO. FTG. CALCULATIONS IST FLOOR LIVING 2356 2ND FLOOR LIVING, 1118 TOTAL LIVING 3474 GARAGE 767 160 PORCH 407 LANAI DECK 174 TOTAL COVERED 5002 VOLUME OF CONDITIONED SPACE 34,507 NOTES 1. DOORS AND WINDOWS ARE APPROXIMATE FINISHED SIZES; REFER TO MFG'S SPECIFICATIONS FOR ROUGH OPENINGS PRIOR TO FRAMING 2. BUMP GARAGE 9' OUT, 6' OVERHEAD DOOR 3. REMOVE DINING AND 13UTLP COLUMNS 4. EXTENDED LANAI 5. SQUARE OFF SITTING IN OWNERS SUITE 6. RECONFIGURE PNTRYOUTLR SPACE 7. ENLARGE CAFE WINDOWS 8.46"h WALL W/ CAP AT LANAI 9. PREPLUMB SUMMER KITCHEN W/ VENTED HOOD 10. GARAGE SVC. DOOR 11 OUTDOOR SHOWER 12. FR. DOOR FROM OWNERS SUITE TO LANAI 13. ISOKERN WOOD FIREPLACE 14. MUD BENCH W/ UPPER CUBBIES, RELOCATE 15. PREPLUMB SINK IN STUDY 16.22kw GENERATOR W/ AUTO TRANSFER SWITCH 17. LINE UP OWNERS SUITE WALL W/ FAMILY ROOM WALL 18. GAS STUB FOR FUTURE FIRE PIT REVISIONS 0/1 FUVERSIDE 1110MES Build With Confidence 12276 San Jose Blvd, Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www. myrivemid ehome. com Lot 145 Atlantic Beach Country Club Cury Residence 1st Floor Plan 594 Coastal Oak Lane Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 03.07.7018 A 1 Scale Of Plan Hatteras- B Mod. 10 Written dunerblwlz zhall have proeedence aver scale dimenz'wriz. Cadractore zhall verify am be—porable for dmaizlanz and condiiiars of tht jab. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 AIA BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32090 TELEPHONE: 904371-2552 DRAFTING BY: 12627 San I— B1vd Suite 702 Iacksonville, FL 32223 1@1 904.260.3319 NOTE: SPRAY FOAM ATTI INSULATION - NO VENTING REQUIRE KOOF FLAN SCALE j'= P -0I �nnw oEv ur�Mu �P�wu �+ PROC91LT511ErPPan0E4A 5'Pl a:s sw.uwasu. u�i��xnuvrria cr slar. q NwlfP GUA m c­sssa�iawazo nerPcnl Poor.rP�n 1a 1A t� sans sew. wrx s rnwaew�xar. rre rewrlxrxn� s nu*nv mw�swr . ntx 5CAE KT.5. T rorrass sis�E / 2ND FLOOK PLAIN .Duct Sized per ASHRAEStandards tray" - Duct Sized perAS�� EStandards 3�70�- 08 Friction Loss = Friction Loss = Static= /?- Static ZStatic = Z g Total CFMs = /YY� Total CFMs = 60 Duct sizes shown in Area X Length TEL Sizes shown in Area X Length TEL= IYO C=CFM on Drawing C = CFM on Drawing t NOTES 1. DOORS AND WINDOW5 ARE APPROXIMATE FIM5HED 5IZES; REFER TO MFG'S 51'ECIFIGATIONS FOR ROUGH OPENINGS PRIOR TO FRAMING RIVEKSSIDE nO V !ES Build With • Confidence 12276 San Jose Blvd, Suite 120 Jacksonville, Florida 32223 Office.- (904) 449-1650 www.myriversidehome.com Lot 145 ` Atlantic Beach Country Club Cury Residence Roof Plan/ 2nd Floor Plan 594 Coastal Oak Lane Atlantic Beach, Fl. 32233 Drawn By ARS ;.L eet Date 03.07.20181/4" = 1'-0" Plan Hatteras- B Mod 9 wntten dim— shall have Precedence aver scaw dlmenspro. Contractors shall v ffy and be —P -91v for dmensions ard co llt'Icm of the pb. DESIGN BY: 1ACHAE1 STAUFFER, ARCHITECT. 11111 -a 1093 AIA BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: ® 12627 Sen lose Blvd Suite 702 acv jackson,Me, FL 32223 904.260.3319 I� : o II � a51L � ii °or==lil n C J ii &.17 RIDGE I: ii --==__ - 18 [ - �,ii == uI ii � RIDGE u bt2 O S 51b ___ �Jeli i� emu AR 5ii ❑ I rr RIDGE et2 4512 4572 I I L] O G�___ ___ ______ _ - m 415:)2 'a KOOF FLAN SCALE j'= P -0I �nnw oEv ur�Mu �P�wu �+ PROC91LT511ErPPan0E4A 5'Pl a:s sw.uwasu. u�i��xnuvrria cr slar. q NwlfP GUA m c­sssa�iawazo nerPcnl Poor.rP�n 1a 1A t� sans sew. wrx s rnwaew�xar. rre rewrlxrxn� s nu*nv mw�swr . ntx 5CAE KT.5. T rorrass sis�E / 2ND FLOOK PLAIN .Duct Sized per ASHRAEStandards tray" - Duct Sized perAS�� EStandards 3�70�- 08 Friction Loss = Friction Loss = Static= /?- Static ZStatic = Z g Total CFMs = /YY� Total CFMs = 60 Duct sizes shown in Area X Length TEL Sizes shown in Area X Length TEL= IYO C=CFM on Drawing C = CFM on Drawing t NOTES 1. DOORS AND WINDOW5 ARE APPROXIMATE FIM5HED 5IZES; REFER TO MFG'S 51'ECIFIGATIONS FOR ROUGH OPENINGS PRIOR TO FRAMING RIVEKSSIDE nO V !ES Build With • Confidence 12276 San Jose Blvd, Suite 120 Jacksonville, Florida 32223 Office.- (904) 449-1650 www.myriversidehome.com Lot 145 ` Atlantic Beach Country Club Cury Residence Roof Plan/ 2nd Floor Plan 594 Coastal Oak Lane Atlantic Beach, Fl. 32233 Drawn By ARS ;.L eet Date 03.07.20181/4" = 1'-0" Plan Hatteras- B Mod 9 wntten dim— shall have Precedence aver scaw dlmenspro. Contractors shall v ffy and be —P -91v for dmensions ard co llt'Icm of the pb. DESIGN BY: 1ACHAE1 STAUFFER, ARCHITECT. 11111 -a 1093 AIA BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: ® 12627 Sen lose Blvd Suite 702 acv jackson,Me, FL 32223 904.260.3319 All claims for error or defective m ^P 29' 9" must be made within 5 days of receipt of goods and prior to installation. Otherwise, said claim will be denied. iector Total List PlotlD Length Product Plies Net Qty BM1 18' 0" 1 3/4" x 20" 2.0E EverEdgeTm LVL BM2 8' 0" 1 3/4" x 20" 2.0E EverEdgeTm LVL LOADING CRITERIA GUS28-2 1 dWdl`' `1/)if 14 TU26 10 Simpson THA426 27 Simpson Roof Floor Chord Live Load 20.00 40.00 p.s.1f. o 32' 2" 23' 4" _ 1 hord Dead Load 7.00 10.00 p.s.1f. _ F01 �� 10 51x2' ' J, JSP o, oft Chord Live Load 0.00 0,00 ps.1f. I 1' 113/4" °'til�gs'o 0 Chord Dead Load 10.00 5.00 p.s.1f. -A To I Load 37 55 p.5.1 f. b uration Factor 1.25 1.00 Foz(6) N F12(6) N Building Code FBC 2017 RES A/C CHASE 0 A/C CHASE b —_ N Wind Standard ASCE 7-10 --- N O F F I C "e Y 130 m. h, o e RES. CAT 11 ST tGE AREA. N =_--- N Building Exposure B b 6 0" F16 • o N Building Type Closed a I'1 Iruako) N. U -- =I t - N '1IF04 b IF05 N 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" \0,2-2' 0"10,2-W,2'0",Z0" iF06 MI IF06A • ® iFO6B rl 850 FOBB - _ V D01 M m N A06(4)�E01(3) J02C 19-4" 01B e m Jo Products iector Total List PlotlD Length Product Plies Net Qty BM1 18' 0" 1 3/4" x 20" 2.0E EverEdgeTm LVL BM2 8' 0" 1 3/4" x 20" 2.0E EverEdgeTm LVL 2 2 2 2 13' 115/8" ALL OVERHANGS TO BE ADDED ON BY BUILDER. Truss Con iector Total List Manuf-Product Qty Simpson GUS28-2 1 HUS48 14 TU26 10 Simpson THA426 27 Simpson HAC426 3 e 1st Floor 12'9" 1 Hatch Legend PLATE HEIGHT r 10' 1-1/8" PLATE HEIGHT =STORAGE / A/C CHASE N 'uC42 F13(5) N -.. N - b 804(6) M C14 F14 �' N J01 - - ren426i J03 THAG28 Fr 9�H TalF178t{EJ03 HA4 J02 f_ J01 J02C E01(5) /- ✓�o „� _._... C01 v i J01 m ✓ ✓o> b J03 J03 b i J02 S b� F °,;`, J02 IJ01 - JOt Cb04 J04(5) s, 04 ✓gyp 9 21'1U' 3-0-- 3" '0" 3" Heel 20" Deep 1/2" Gep 312" Approved Unless Noted BRG. Truss Anchor otherwise by Builder I Top Bearing Floor Truss End Approved trusanchor by b FLOOR TRUSS 31 /2" Ribbon 2 o c 0" 5-112" SRO. Typical Truss FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 2197...... WEYERHAEUSER - EVEREDGE LVL 21359 ..... WEYERHAEUSER EEI-JOIST 21360...... WEYERHAEUSER RIMBOARD 6527.5 NOTE It is the responsibility of the building designer or architect to provide an appropriate connection for trusses to supporting structure per reactions shown on truss engineering. Special considerations for mechanical equipment and/or plumbing (and their connections) in truss space must be diagrammed by the builder an approved truss layout prior to fabricaton. Manning Building Supplies is a truss manufacturer whose responsibilities are limited to those described in WTCA 1-1995 (sections 6.0 and 7.0). Accordingly, it disclaims any responsibilities for the the construction design, drawings, documents including the installation and bracing of trusses manufactured by Manning Building Supplies. Warning: Conventional framing, erection and/or permanent bracing is not the responsibil ty of the truss designer, plate manufacturer, or truss manufacturer Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dorrnoing during erection; and permanent bracing which may be required in specific applications. See "Bracing wood trusses commentary and recommendations (BCSI 1-03) for further information. Trusses shall be installed in a straight and plumb positron. Where no sheathing is applied directly to the top and/or bottom chords, they shall be braced as specified on the engineered design. Trusses shall be handled with reasonable care during erection to prevent damage or personal injury. Approved truss anchor by builder. 2x4 minimum top and bottom chords. Square cut overhangs. 12 4.58a .588 8- 1311 B" 6 it2" SRO. b1t� SY OTHERS mess note otherw se. Engineer of Record: Bryan A. Murray - FL PE #64010 157 Hampton Point Dr STE 3, St. Augustine, FL 32092 Manning Building Supplies, INC. 11155 Philips Parkway Dr. E. flans Jacksonville, FL 32256 Phone: (904) 268-8225 Fax: (904) 260-2981 Customer: Riverside Homes JOO Name: Cury Res. (Hatteras b mod ) ot/BAlSubdiv 145 / / ABCC Scale : Date:Drawn By: Job um er: N.T.S. /2/2018 JK J180273 All claims for error or defective material must be made within 5 days of receipt of goods and prior to installation. Otherwise, said claim will be denied. 32' 2" I. 7' 11" b r FLORIDA PRODUCT APPROVAL CODES: MITEK P J17(4) J17 c J13A b J14A 14'E03 �NbE05 b E06 b E07 b ' f J 14A 56 1 bI J 13AI E09 ID AK P b 9' 0 /16" 3304 303 - , N • b, 302 b 301 J14 a J14 J13 a _ W,_.._ w J13 rn _..____.___._._ -.._- �ryN i e r J16(8) �, ' ✓`', O 25' 8" Truss Connector Total List r Manuf Product Qty 2nd Floor HTU26 4 Hatch Legend =9'1-1/8" PLATE HEIGHT F-1110' 1-1/8" PLATE HEIGHT STORAGE / A/C CHASE LOADING CRITERIA Roof Floor Top Chord Live Load 20.00 40.00 p.s.f. Top Chord Dead Load 7.00 10.00 p.s.f. Bottom Chord Live Load 0.00 0.00 p.s.f. Bottom Chord Dead Load 10.00 5.00 p.s.f. F 1 #stio a 13250p,s.f. 5 10 Building Code FBC 2017 RES Wind Standard ASCE 7-10 Wind Speed 130 m.p.h. Wind Usage RES. CAT II Building Exposure B Building Type Closed NOTE It is the responsibility of the building designer or architect to provide an appropriate connection for trusses to supporting structure per reactions shown on truss engineering. Special considerations for mechanical equipment and/or plumbing (and their connections) in truss space must be diagrammed by the builder an approved truss layout prior to fabricator. Manning Building Supplies is a truss manufacturer whose responsibilities are limited to those described in WTCA 1-1993 (sections 6.0 and 7.0). Accordingly, it disclaims any responsibilities for the the construction design, drawings, documents including the installation and bracing of trusses manufactured by Mannino Building Supplies. Warning: Conventional framing, erection and/or permanent bracing is not the responsibility of the truss designer, plate manufacturer, or truss manufacturer. Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection, and permanent bracing which may be required in specific applications. See Bracing wood trusses commentary and recommendations (SCSI 1-03) for further information. Trusses shall be installed in a straight and plumb position. Where no sheathing is applied directly to the top end/or bottom chords, they shall be braced as specified on the engineered design. Trusses shall be handled with reasonable care during erection to prevent damage or personal injury. Approved truss anchor by builder. 2x4 minimum top and bottom chords. Square cut overhangs. 12 4.5 &8 6.13116" :W 5-1/2" 12 BRt3, BY OTHERS nless note otherwise. Typical Truss Ends Engineer of Record: Bryan A. Murray - FL PE #64010 157 Hampton Point Dr STE 3, St. Augustine, FL 32092 Manning Building Supplies, INC. 11155 Philips Parkway Dr. E. fens Jacksonville, FL 32256 Phone: (904) 268-8225 Fax: (904) 260-2981 ua mer: Riverside Homes Job ame: Cury Res. (Hatteras b mod ) LoW u div 1451 / ABCC ce ate: rawn By. Jof Number: SATES 2197---... WEYERHAEUSER - EVEREDGE LVL 21359 ..... WEYERHAEUSER EEI-JOIST 2'1360...... WEYERHAEUSER RIMBOARD 6527.5 N.T.S. /2/2018 1 JK IJ180273