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1639 MARITIME OAK DR - RES18-0069II 13ED) 4 _ I I�'xlzi Duct Sized per ASHRAEStandards iiTcr" Friction Loss = 1 C) Static= f L Total CFMs = SSU Duct Sizes shown in Area X Length TEL= )-70 C= CFM on Drawing Y,I F4fSNtp„( WIC �totlmll / WIG J 1— "n REM r f rip ■ I-0Aq �� 1 F ? ?Hi't�5 7 RUV SCALE NT.5. a 2ND FLOCK 2/!NG .,.o co�_,a+E-`s°cnan�uras..w r31va*�ice!o synarc cocE isizni`�nL. TOTAL ''_i•i itvG vW1.x 11. JEP- n'('arltt�'JJInG wJ5iW] GARAGE uw,M �.nxRvnYti r vn4iAn on. a+Y (EnrRF. EL�Sxt) vN,Mta _nf.RaMCLE!w.K[: (—E W51-) -rvE:�pUG 9'S iIW eOJEZFSIJEn,ti. in S.0 Ef, rzM�OPF AJYcs+rr`5i5- ® R5 - _ - r.,.rowaLa�c�mnre se.mwl aNeNsmm,v=xwE>Eaunu�n'T.,xuEocs _ ��E °zEs�s Alwnorzw.5s,.nvmnn-JxEarr..- r.an'kJw,HE�.� TOTAL COVERED C'EN TU VOLUME C:= CCNGCiONED SPACE 24,148 o coM?. _- BELOW K LOFT 3c' -SF 51LL mns-zzxx+sH.0 eE a .es G, —&LXL -7�—,a 9cLG OM—AL= rov an.L a—-siu xrsE 5-Hv.�'w.a�•. -E RY (yV a 51LL4)2'0 AFF SILL 02'O AFF fay rydcfn � DESK 7 9 ...a ,i. 3`S 5 5I:.L ® 2'-0" AFF 2ND FLOOR FLJ�N 101 GENERAL STAIR DETAIL SCALE NT.5. 1560 2ND FLOCK 2/!NG .,.o co�_,a+E-`s°cnan�uras..w r31va*�ice!o synarc cocE isizni`�nL. TOTAL ''_i•i itvG vW1.x 11. JEP- n'('arltt�'JJInG wJ5iW] GARAGE uw,M �.nxRvnYti r vn4iAn on. a+Y (EnrRF. EL�Sxt) vN,Mta _nf.RaMCLE!w.K[: (—E W51-) -rvE:�pUG 9'S iIW eOJEZFSIJEn,ti. in S.0 Ef, rzM�OPF AJYcs+rr`5i5- H:.Grr A3wE'r[_'Ax 1r'CiW. R5 - _ - r.,.rowaLa�c�mnre se.mwl aNeNsmm,v=xwE>Eaunu�n'T.,xuEocs _ ��E °zEs�s Alwnorzw.5s,.nvmnn-JxEarr..- r.an'kJw,HE�.� TOTAL COVERED ttE P.ODKSPFDiroEd VOLUME C:= CCNGCiONED SPACE 24,148 coM?. r -As STJ3 2°2°9-1 2'2' FIX— -Avc.Ess H.5. Ci�vn, 51i 416-o'A�-SILL 06 -0'A -F rr 3c' -SF 51LL mns-zzxx+sH.0 eE a .es G, —&LXL 6 OM—AL= rov an.L a—-siu xrsE 5-Hv.�'w.a�•. -E RY MECHANICAIL EQUIPMENT NOTES FDC -R302.5.2: PUC 5 IN GARAGE SHALL BE MIN 26 GAGE SHEET STE L WITH NO OPENINGS INTO GARAGE ALLOWED. -3C-R, M1305.1.1: Mi q 4" CLEARANCE REQUIRED AROUND A'_L SIDES OF MEC tANICAL EQUIPMENT AND COMPONENTS, INC DING DUCTS, WITH THE TOTAL WIDTH OF THE ENCLOSING SPACE BEING AT LEAST 12" WIDER THAN THE FUPNACOR AIR HANDLER GROUND -MOUNTED MECHANICAL UNITS SHALL BE ANCHORED IN ACC DAN E WITH FBC-R, SECTION M1307.2. 50, FTG. CALCULATIONS 15T -LOOR LIVING 1560 2ND FLOCK 2/!NG 788 TOTAL ''_i•i itvG 2348 GARAGE 496 PORCH 31' TOTAL COVERED 3'55 VOLUME C:= CCNGCiONED SPACE 24,148 coM?. r -As STJ3 2°2°9-1 2'2' FIX— -Avc.Ess H.5. Ci�vn, 51i 416-o'A�-SILL 06 -0'A -F rr 3c' -SF 51LL R.^7d 511 w/5 Loc? I NN RS $ 1` y WIG :, tJ/�I rT MAX}ARIOSA<£3E 15 5 g U CLG. FREE SMV.PC3 8, L 3'5• [7 OWNERS I � SUFE Z� Cin Z0.74 `J1 iv CA. MdRFa ° '0 C.G. I � F F s Si e I we n'ar,. �-F<y ° PW�R I p ( I ; I I I ` a I�<�IF o' E /4XlG 5b GARAGE 3J 3 85. 2.,a b C - --- - zx `. LM - G' o 5 LJIN DOOR 1513/8 v'N K N -, 5C0 CORE OC 2C 16' C I I J - NI"F FRE RATFD ;5FLFCL05!NG)bff _ / q R n- C SLG h° © <; ° �a F— �', 9°g°OVF2yFAii GG02 i �I1V L J � Sob° - EN-RY �D� GA53 R=- 1 1 E__ ____ __ --51'0 --ve- = LIVING PNTRY +a "I ROOM CLG 5!i 1e C, COV. - G,_L?Ano H5 a. G I A 'Xio z 5rxr, gc. I 1t%OcOfi 15-s;" —_. E „o E ,T(2) 12 "TM? DSIDE'_1E5 "8= 5`6' I I 30:-3 I I " J II ii PORCH I I 2so 'z-0' I I II II i II 43-1P' 50, FTG. CALCULATIONS 15T -LOOR LIVING 1560 2ND FLOCK 2/!NG 788 TOTAL ''_i•i itvG 2348 GARAGE 496 PORCH 31' TOTAL COVERED 3'55 VOLUME C:= CCNGCiONED SPACE 24,148 15t FLOOR FLAN NOTE TO FRAMER: INSET ALL EXTERIOR WALLS 1/2'' FKOM EDGE OF FOUNDATION NOTES ':�)OORS AND W'NDOWS ARE APPROXIMATE =,NISHED SZES; RFFER TO MFG'S SPEGI"rIGA-IONS FOR ROUGH OPENING5 PRioK TO FRAMING 2. ALL EXTERIOR WALLS iN5ET 1/2"-0 SET 05E FLUSH TO FOUNDATION 3. TA4KLES5 GAS WH 4. EXTEND HALL, LNDRY AND WIC 5" INTO GARAGE 5. MUD BENCH W/ CUBBIES ABOVE 6. MAXX AR105A 6636 FREE STANDING TUB IN OWNERS BATH 7. PREPLUMB LNDR`'' SINK 8, P<T. DOOR AT OWNERS BATH 9. REMOVE KITCHEN WINDOW, ADD CAB', 10. GAS STUB AT GRIL' PATIO 11. W/S LOOP -Moss", RIVERSIDE HOMES Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.niynversidehome. coni Lot 139 Atlantic Beach Country Club Spec Home Floor Plans 1639 Maritime Oak Drive Atlantic Beach, Fl. 32233 Drawn By AItT Sheet Date 12.20.2017 1 Scale 114" = 1'-0" Plan of Key Largo- A2 6 xero, s all nave p'+ceocrKe ov I - .. X0°5 - .c.o. o shal ver fy and be responzlble fo d ^�.. � � 5 aM Ga+diGm5 0! the jW. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 AtA BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, F- 32080 TELEPHONE: 904471-2552 DRAFTING BY: 12627 San Jose Blvd Suite 702 Jacksonville, FL 32223 1§' M 904.260.3319 1�26"fN{ant 2N1) FLOOR MILAN GENERAL STAIR DETAIL SCALE NT.S. w� grtf 6,irF FD21DA 9.lt�n+G LD E, RESI�k .K.�,� LSP canotr vCNiRLS "tee LL -y nsae � e-nx �srtt•. d° we BATH# p, WIC j3 VJIC otF' BATH#§� RLMAL A-1, ¢cn-u.. *oP xre EE66 "Wn�`s.l�n,nG_• anc6 6nAIL E1 I,rt WWR 10 s � 1` 40C N QED c��,�r BED #3 Duct Sized per ASHRAE StandardsFriction i - Loss= Ct Static= ;2 P Total CFMs= i ly_xl Duct Sizes shown in Area X Length y� a rEL= 76 i C = CFM on Drawing N n O'RUl n 7X73 - N = z c EN ro/VIP 5i BELOW LOFT DESK Iz� lye cv1 - SH 5ILL02-9 F 3°3° SM G0.i 2C 2'-0'AR 3°h 5n SLL02'-0" F 2N1) FLOOR MILAN GENERAL STAIR DETAIL SCALE NT.S. w� grtf 6,irF FD21DA 9.lt�n+G LD E, RESI�k .K.�,� LSP canotr �6�naEEE�t.1, «ui� snDza ainu�i: s rosicl - �mxeEslhr.-su. Wnrowzs e�E io � mss -.un sr u.NaE-:.,�. xu.ec.- s Lwm os nzs_ 6 eE VI LL6M nsae � e-nx �srtt•. ros s i .mws R.m.nre _ E \Jx Mr Pqn PL'JI+G neCPinL 3E n6.E-ozE515"n GW CE _ APxpEJ ED,s„NE+,.nro EGDE6 YLD.BS nPftE>A M"A.ERPT n. E < iP RLMAL A-1, ¢cn-u.. *oP xre EE66 "Wn�`s.l�n,nG_• anc6 6nAIL E1 I,rt AY eO.G+ Y MECHANIC��L EQUIPMENT NOTES F15C-8302.5.2: DU T5 IN GARAGE SHALL BE MIN 26 GAGE 5HFET STE EL WITH NO OPENINGS INTO GARAGE ALLOWED. 'BC -R, M1305.1.1: WIN 4" G-EARANCE REQUIRED AROUND A_L SIDES OF MECHANICAL EQUIPMENT AND COMPONENTS, INC LUDING DUCTS, WITH THE TOTAL WIDTH OF THE ENCL051 SPACE BEING Ar LEAST 12" WIDER THAN THE FURNA E OR AIR HANDLER GROUND-MOUNTE MECHANICAL UNITS SHALL BE ANCI-ORED IN ACC RDANCE WITH FBC-R, SECTION M1307.2. X50. FTG. CALCULA IONS 15T -LOOK LIVING 1560 2ND FLOC2 '/:NG 788 TOTAL 1-7,0,3 2348 GARAGE 49C PORCH 31' TOTAL COVERED 3'.55 VOLUME 0= CONDI`IONED 5PACE 24,148 15t FLOOR FLAN NOTE TO FRAMER: INSET ALL EXTERIOR WALLS 1/2" FROM EDGE OF FOUNDATION R6IB - om NOTES ''OOR5 AND WINDOWS ARE APPROXIMATE -, NI511ED SZE5; REFER TO MFG'S o'ECIFICATIONS FOR ROUGH OPENINGS PRIOR TO FRAMING 2. ALL EXTERIOR WALL5 INSET 1/2" TO SET OSB �,5H TO FOUNDATION � "ANKLESS GAS WH 4. EXTEND HALL, LNDRY AND WIC 5" INTO GARAGE 5. MUD BENCH W/ CUBBIE5 ABOVE 6, MARX AR105A 6636 FREE STANDING TUB IN OWNERS BATH 7. PREPLUMB LNDRY 5:NK 8. P',{T. DOOR AT OWNERS BATH 9. REMOVE KITCHEN WINDOW, ADD CABS. 10. GAS STUB AT GRILL PATIO I. W/5 LOOP REVISIONS RIVERSIDE HOMES Build With• Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office. (904) 449-1650 www. myriversi dehom e. corn Lot 139 Atlantic Beach Country Club Spec Home Floor Plans 1639 Maritime Oak Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 12.20.2017 Scale 1/4" = P-0" Plan °t Key Largo- AZ ttc, d-5 hall hav p edc"ce over Yaled G�nt. �e.oro shall f' dbe ro5poreble for j3asa.l -d of the job DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 AIA BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904471-2552 DRAFTING BY: 12627 San jme Blvd Suite 702 Jacksonville, FL 32223 904.260.3319 error or I co N J\02 ¢ < ¢ ¢ A m— ._-807(6) m m m m m m 4i g'Yr .n J01 2'0" 2'0" 2' 0 2 0" _ 2'0" 2' 0' 2, 0" 2'V TO" 2'0" 2' 0" 2'0" 2' 0" 2' 0" 2' 0" 2'0" Jot J02 • J03 J03 ■ • J03 J02 J01 Truss Connector Product Qty HTU26 13 THA426 3 F2X8 OVERHANGS PLIED BY OTHERS b Wall Height Hatch Legend A/C CHASE 9' 1-1/8" PLATE HEIGHT 10' 1-1/8" PLATE HEIGHT 3"11111"'LI 1'11 1/2" D 0 V5 3/4" F07(3) V10 114" CO3 6N' 30' 11" Z 2 Roof Floor e CO2 4" _ 40.00 Ot Top Chord Dead Load 7.00 lw-- 1 Job ame. Lot 139 ABCC / Key Largo A2 JJ330J03 0.00 0,00 0 Bottom Chord Dead Load 5 E JD4(6)Jol = Q Total Load Oo m v z r Duration Factor 7 1.00 OW ' C G ?9 V N N F Ca 8' 9" 8' 4"_ 25' 10" ls,t Floor Approved true anchor by 31/2"drew b 20' t 8'9" H 1-� i I i I I I 1 a1 i ,1 i I I a j N a I 1 r I I I I t I 1 i b fV =HeightHatchgendHEIGHTHEIGHT Typical Truss 'Ends MITEK P TES 2197...... WEYERHAEUSER - EVEREDGE LVL 21 rwise, said claim will be denied. �, vj c J12(10) 0 0 r- 1 )��^0 6o e o e. o o ea a o n o o e J07 J07 u080 • ■ ■ J08 Ir J09 D01 0, \ r� " Do2 0 (V D03 (V 004 1' 113/4" D05 )� Rotate Attic Access ,\I D04 c 0 'A _ w D02 O6 " J09 M o JOB N r a J07 Jtihryb' ' m o J12(10) o 0 0 0 moi) 3( 2nd Floor 21360...... WEYERHAEUSER RIMBC 6N' Z Z 2 Roof Floor 3 E C5 v 20.00 40.00 + Top Chord Dead Load 7.00 lw-- 1 Job ame. Lot 139 ABCC / Key Largo A2 Bottom Chord Live Load 0.00 0,00 p.&l Q— Bottom Chord Dead Load 5 E v = Q Total Load Oo m v z r Duration Factor 1.25 1.00 OW V N N F Ca a LL— Wind Usage RES. CAT Building Exposure Building Type Closed NOTE r1 N ;r o m Z Z Z Q W LL Warning: o va d a`r 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 protessional 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 (BCSI 1-03) for further information. cL r W N O •r -s W iL W Q v E %CJI 8-115114"12 .112" O V G > W 8-112" 112 \p ORO. a 20•' BY OTHERS 1 n ea no e otherwise. ❑ (3 ❑ 2az� Z o � s mv� W Zsu°o-i N tL M or p O C R Z y, z 2O m CL 0 Vi Q Z Cn LL _ .5 v �' .�. O ca W CD tL r' ui Z U) C W o CC K N W WO N V, D.. G1 O m c U G� 3 a 0 0ca ago 21360...... WEYERHAEUSER RIMBC Engineer of Record: Floyd S. Simpson - FL PE #50791 11481 Old St. Augustine Rd #202, Jacksonville, FL 32258 Manning Building LOADING CRITERIA Supplies, INC. Roof Floor Jacksonville, FL 32256 Top Chord Live Load 20.00 40.00 p.e.1 Top Chord Dead Load 7.00 10.00 p.9.1 Job ame. Lot 139 ABCC / Key Largo A2 Bottom Chord Live Load 0.00 0,00 p.&l Q— Bottom Chord Dead Load 10.00 6.00 p.9.1 ® Total Load 37 125 p.a., Duration Factor 1.25 1.00 Building Code FBC 2017 RES r ■ • Wind Standard ASCE 7-10 Wnd Speed m.p.h. a LL— Wind Usage RES. CAT Building Exposure 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 Meir 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 WfCA 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: - ` r� N 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 protessional 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 (BCSI 1-03) for further information. 7Yusses shall be installed in a straight and plumb position. More 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 �— sa7 F 8-115114"12 .112" 8-112" 112 \p ORO. a 20•' BY OTHERS 1 n ea no e otherwise. Engineer of Record: Floyd S. Simpson - FL PE #50791 11481 Old St. Augustine Rd #202, Jacksonville, FL 32258 Manning Building Supplies, INC. 11155 Phillips Parkway Dr. E. Jacksonville, FL 32256 fin Phone: (904) 266.8225 Fax: (904) 260.2981 VNNW.MBS-CORP.COM JAXTRUSS®MBS-CO R P.CO M u mer Riverside Homes Job ame. Lot 139 ABCC / Key Largo A2 o u ry 13911 cab: ate:wn y: o um or.1/4"=1'. /17/201 AC J170811 3°5' 5H 3°5° 5H 3°50 SHN SILL Cal 2-0" AFF SILL Cay 2'-0" AFF SILL n 2'-0" AFF71 ill ( ' _Y 2ND FLOOR FL N 6'-01, G NE 'AL 5TAIR DETAIL SCALE: N.T.S. 5TA1R NOTES; ACTUAL DIMENSIONS WILL VARY DEPENDING ON FIELD CONDITIONS, FLOOR COVERINGS, AND/OR VARIANCES IN CONSTRUCTION MATERLAL. ACTUAL CONSTRUCTION MUST COMPLY W/ 8311.7 OF THE F ORIDA 6UILDINlG CODE, RESIDENTIAL. MAXIMUM R15ER HEIGHT: 7-3/4" MINIMUM TREAD DEPTH: 10" (NOT INCLUDING NOSING) MAXIMUM RISER HEIGHT VARIATION: 3/6" (ENTIRE FLIGHT) MNIMUM STAIR WIDTH: 36" MINIMUM HEADROOM CLEARANCE: 6'-8" (ABOVE N051NG) 'HANDRAIL NOTES: ACTUAL CONSTRUCTION MUST COMPLY W/ R311.7.7 OF THE FLORIDA BUILDING CODE, RESIDENTIAL. HANDRAILS SHALL NOT 3E LE55 THAN 34'OR MORE THAN W" IN HEIGHT ABOVE THE STAIR NOSING. HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS. HANDRAILS SHALL BE 1 1/2" CLEAR OF ALL ADJACENT FINISH MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINATE IN NEWEL POSTS OR SAFE TERMINALS. HANDRAIL5 SHALL BE 11/4'-2" IN CRO55 SECTIONAL DIMENSION, OR APPROVED EQUIVALENT, AND EDGES 5HALL HAVE A MIN. RADIU5 OF 0.01". HANDRAIL CONSTRUCTION SHALL 3E ABLE TO RESIST A LOAD OF 200 L35 APPLIED IN ANY DIREC 1 ION AT ANY POINT ALONG THE TOP RAIL. STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL BUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR THE PRODUCTS THEY PROVIDE OR INSTALL. OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERN SUCH THAT A 4" DIAMETER SPHERE CANNOT PASS THROUGH. THE GUARDRAIL CON5TRUCTION SHALL BE ABLE TO RESIST A LOAD OF 20 05 PER LINEAL FOOT APPLIED HORIZONTALLY ALONG THE TOP RAIL. ATG. CAI CUL_A o �� o oIv11R — — — _ —�J — — — — — — �� n CN— HEAD TOTAL LIVING 2348 111714 d GA5 1 TRLS 7. PREPL.UM13 LNDRY SINK = w 4" SPHERE I 1 I I --------- J g,Q � � < N _ UZ L MAY NOT PA55 oWIC w � UEDATH #2 WIG I �' w —0 W E3ATH �C o o : s = I I x@, 9' ~ G. ' I 9' CLG. g' G. a w o x a v 0 10' CI_G. MAY NOT PA55 AT STAIR TREAD. RISER, & N 20 10' CLG. THROUCH N O i o v THAT A 6" DIAMETER I SPHERE CANNOT PASS THROUGH. 8o cn GA'�A � p LO �z o0 I �. 5'-5" N AHU w CIQ SY 2--10---- O b 1 LU- J j WQ a� 13'-0"X31'-0" ° 1 ° --- ! 10'-1 J" PL. HT.IF O J Lo c1N Ip L o 13ED #2 FSH = �- #� I G 13'-4" X 12'-6' LINEN 11'-'10" X 14'0" _ 5--2-' 4 -0„ 9' CLG. �4J w O Li I"n )IN �o W > n W < Cq J W Q w q CO � Caj N �U3 DN 19 RI5ER5 7 7/16" RISE 10" RUN 1. 4'-6" 31_01' 9'-7 u� OPEN TO W Ui t z W J BELOW T D S K LL U- w < T 9'-0" X 10'-10" 9'-2" X 9'-4" w 9'CLO. 9' CLG., -�tcv J O� l I ! 3°5' 5H 3°5° 5H 3°50 SHN SILL Cal 2-0" AFF SILL Cay 2'-0" AFF SILL n 2'-0" AFF71 ill ( ' _Y 2ND FLOOR FL N 6'-01, G NE 'AL 5TAIR DETAIL SCALE: N.T.S. 5TA1R NOTES; ACTUAL DIMENSIONS WILL VARY DEPENDING ON FIELD CONDITIONS, FLOOR COVERINGS, AND/OR VARIANCES IN CONSTRUCTION MATERLAL. ACTUAL CONSTRUCTION MUST COMPLY W/ 8311.7 OF THE F ORIDA 6UILDINlG CODE, RESIDENTIAL. MAXIMUM R15ER HEIGHT: 7-3/4" MINIMUM TREAD DEPTH: 10" (NOT INCLUDING NOSING) MAXIMUM RISER HEIGHT VARIATION: 3/6" (ENTIRE FLIGHT) MNIMUM STAIR WIDTH: 36" MINIMUM HEADROOM CLEARANCE: 6'-8" (ABOVE N051NG) 'HANDRAIL NOTES: ACTUAL CONSTRUCTION MUST COMPLY W/ R311.7.7 OF THE FLORIDA BUILDING CODE, RESIDENTIAL. HANDRAILS SHALL NOT 3E LE55 THAN 34'OR MORE THAN W" IN HEIGHT ABOVE THE STAIR NOSING. HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS. HANDRAILS SHALL BE 1 1/2" CLEAR OF ALL ADJACENT FINISH MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINATE IN NEWEL POSTS OR SAFE TERMINALS. HANDRAIL5 SHALL BE 11/4'-2" IN CRO55 SECTIONAL DIMENSION, OR APPROVED EQUIVALENT, AND EDGES 5HALL HAVE A MIN. RADIU5 OF 0.01". HANDRAIL CONSTRUCTION SHALL 3E ABLE TO RESIST A LOAD OF 200 L35 APPLIED IN ANY DIREC 1 ION AT ANY POINT ALONG THE TOP RAIL. STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL BUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR THE PRODUCTS THEY PROVIDE OR INSTALL. OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERN SUCH THAT A 4" DIAMETER SPHERE CANNOT PASS THROUGH. THE GUARDRAIL CON5TRUCTION SHALL BE ABLE TO RESIST A LOAD OF 20 05 PER LINEAL FOOT APPLIED HORIZONTALLY ALONG THE TOP RAIL. ATG. CAI CUL_A T LL --- IND ROD & SH N' CA MIFFO o I L��I e o `L---� 2 8 PKT. w 1560 2ND FL OR LIVING HEAD TOTAL LIVING 2348 111714 d GA5 1 TRLS 7. PREPL.UM13 LNDRY SINK = w 4" SPHERE I 1 I I --------- J g,Q GUARDRAILS SHALL NOT 6E 10' CLG. _ UZ L MAY NOT PA55 <Ux �� 1 OF CONDITIONED SPACE LESS THAN 36" IN HEIGHT. �' w —0 W _ P 10' CLG. a 10' GLG. o s� I I I W I I �� p x9 11 I f 1 W fl` 6� �C THROJG I 25-10" s = I I 6" 5PHERE ' I THE TRIANGULAR OPENINGS "> I w Q 0 10' CI_G. MAY NOT PA55 AT STAIR TREAD. RISER, & �� Z 20 10' CLG. THROUCH BOTTOM SHALL 3E SUCH moo U i o v THAT A 6" DIAMETER I SPHERE CANNOT PASS THROUGH. 8o MECHANICAL EQUIPMENT NOTES: FE3C-8302.5.2: DUCTS IN GARAGE SHALL 13E MIN 26 GAGE SHEET STEEL WITH NO OPENINGS INTO GARAGE ALLOWED, FE3C-R, M1305.1.1: 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 UNI rs SHALL DE ANCHORED IN ACCORDANCE WITH FE3C-R, SECTION M1307.2. 49'-11" 91-4" A/C -9" GA/c. 7' GA5 W/5 LOOP 2-52" TANKLE55 51 UB 2020 FIXED 2°20 FIXED 3°56 5H H.B. SILL 9 6' 0" AFF SILL Q 6'-0" A� SILL C 2'-6" AFF GAS WH RDD & 5H7717 a n o IN N i 1 OWNERS " I WIG 5 , VA�H MAXX ARIDA. 6636 01 F077710'CLG. FREE STANDING TUB 4'-2"3'-8" l� ATG. CAI CUL_A T LL --- IND ROD & SH N' CA MIFFO o I L��I e o `L---� 2 8 PKT. w 1560 2ND FL OR LIVING HEAD TOTAL LIVING 2348 111714 d GA5 1 TRLS 7. PREPL.UM13 LNDRY SINK = w PORCH I 1 I I --------- J g,Q STUB '5 WC 'WDR s 10' CLG. _ UZ L Lf�DRY <Ux �� 1 OF CONDITIONED SPACE _ r —1 � I �' w —0 W _ P 10' CLG. a 10' GLG. o s� I I I W I I �� p x9 11 I f 1 W fl` 6� �C MINUTE FIRE RATED < LP< ATG. CAI CUL_A ,�� I L��I e o `L---� 2 8 PKT. w 1560 2ND FL OR LIVING HEAD TOTAL LIVING 2348 UJ c- CNv I 7. PREPL.UM13 LNDRY SINK = w PORCH I 1 I I --------- 311 4" P.T. POST WRAPPED TO 10X10 TYP. II I I S' SOVERED 3155 <Ux �� 1 OF CONDITIONED SPACE W �� W W I I =U) w MINUTE FIRE RATED 25-10" s = I I ' I "> I w Q 0 10' CI_G. p o b < ov (� o �� Z 20 10' CLG. — J moo U i o v 10' CLG. I 8o cn GA'�A � p LO �z o0 I �. 5'-5" SY 2--10---- O b 1 J j a� 13'-0"X31'-0" ° 1 ° --- — 10'-1 J" PL. HT.IF Ip L C I G 5--2-' 4 -0„ 1:°8° OVERHEAD DOOR 50. ATG. CAI CUL_A i IONS IST FLOOR LIVING 1560 2ND FL OR LIVING 788 TOTAL LIVING 2348 GARAGE 7. PREPL.UM13 LNDRY SINK 496 PORCH I 1 I I --------- 311 4" P.T. POST WRAPPED TO 10X10 TYP. II I I TOTAL SOVERED 3155 VOLUMt OF CONDITIONED SPACE 24,148 9'-a' S U ITE 14'-'6" X 16-6" 10' CLG. DI NI Ny 14'-6" X 11'-2" 10' CLG. L /\ I of 1 — F-T� � I O lw 3°8° i � I ENTRY L_1_ -J I I GAS i 3080 5r�------- ---- ` I LIVING P NTKY r; 4, 10'CLG. ROOM 5 5H 18'-0" X 181-0" 10'CLO. CONC. GRILL PATIO H.D. z FOYER R WJ I I 2 STORY CLG. I C� UP 1.9 RISEF 5 7 7/16" RISE 10" R' N3 3l " LIGHT W1 (2) I 12" TMP D SIDELITES 5450 545° FR. FR. II 711° FINISHED SIZES; REFER TO MFG'S SPECIFICATIONS FOR ROUGH OPENINGS PRIOR 1 5' 4.. kv 64„ I 3. TANKLESS GAS WH I I 30-11" 5. MUD E3ENCH W/ CU13131ES AE30VE DOOR I.5 13/8" MIN: 7. PREPL.UM13 LNDRY SINK = J I K C H N I 1 I I --------- FOPCH 29-0" X 12-0" 10'-11/5" PL. HT. ------------------� 4" P.T. POST WRAPPED TO 10X10 TYP. II I I SOLID CORE OR 20 GA 1 I I I MINUTE FIRE RATED 25-10" STL 12'-0" X 16-10" wo I I (BELE CLOSING) 0 10' CI_G. �o o II O b J j a� ° 1 ° S U ITE 14'-'6" X 16-6" 10' CLG. DI NI Ny 14'-6" X 11'-2" 10' CLG. L /\ I of 1 — F-T� � I O lw 3°8° i � I ENTRY L_1_ -J I I GAS i 3080 5r�------- ---- ` I LIVING P NTKY r; 4, 10'CLG. ROOM 5 5H 18'-0" X 181-0" 10'CLO. CONC. GRILL PATIO H.D. z FOYER R WJ I I 2 STORY CLG. I C� UP 1.9 RISEF 5 7 7/16" RISE 10" R' N3 3l " LIGHT W1 (2) I 12" TMP D SIDELITES 5450 545° FR. FR. II 49'-11" 15t FLOOR FLAN NOTE TO FK A M ER . INSET ALL EXTERIOR WALLS 1/2'' FROM �DG� 0� FOUNDATION �9 Q 059 - ct; N In COMMUNIT`� DEVELOPMENT P F— D INUIhN 711° FINISHED SIZES; REFER TO MFG'S SPECIFICATIONS FOR ROUGH OPENINGS PRIOR 1 5' 4.. kv 64„ 7A, i 3. TANKLESS GAS WH I I 30-11" 5. MUD E3ENCH W/ CU13131ES AE30VE I I OWNERS BATH 7. PREPL.UM13 LNDRY SINK 7 9. REMOVE KITCHEN WINDOW, ADD CABS. I 1 I I --------- FOPCH 29-0" X 12-0" 10'-11/5" PL. HT. ------------------� 4" P.T. POST WRAPPED TO 10X10 TYP. II I I 2'^ 25-10" 49'-11" 15t FLOOR FLAN NOTE TO FK A M ER . INSET ALL EXTERIOR WALLS 1/2'' FROM �DG� 0� FOUNDATION �9 Q 059 - ct; N In COMMUNIT`� DEVELOPMENT P F— D INUIhN 1. DOORS AND WINDOWS ARE APPROXIMATE FINISHED SIZES; REFER TO MFG'S SPECIFICATIONS FOR ROUGH OPENINGS PRIOR TO FRAMING 2. ALL EXTERIOR WALLS INSET 1/2" TO SET OSB FLUSH TO FOUNDATION 3. TANKLESS GAS WH 4. EXTEND HALL, LNDRY AND WIC 5" INTO GARAGE 5. MUD E3ENCH W/ CU13131ES AE30VE 6. MAXX ARIOSA 6636 FREE STANDING TUE3 IN OWNERS BATH 7. PREPL.UM13 LNDRY SINK 8. PKT. DOOR AT OWNERS BATH 9. REMOVE KITCHEN WINDOW, ADD CABS. 10. GAS STUE3 AT GRILL PATIO 11. W/S LOOP REVISIONS an A as RIVERSIDE HOMES an an Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.mytiversidehome.com Lot 139 Atlantic Beach Country Club Spec Home Floor Plans 1639 Maritime Oak Drive Atlantic Beach, Fl. 32233 Drawn ByARJ Sheet Date 12.20.2017 Scale 1/4" = 1'-0" Plan °f Key Largo- A2 6 Written dime^51on5 Shad have precedence over Scale dimen5ion5. Contractors Shall verify and be re5pon5ible for dimen5ion5 and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR1390$ 1093 A1A BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 12627 San Jose Blvd ��;7e�Jacl�sonville, FL 32223 Ft°rta� nzslzr. >i,. 904.2b0.3319 Sp TOP OF PLATE FA5TEN SHINGLES PER FBG 8905.2,6 UNDERLAYMENT FASTENED PER FBC 8905.1:1 RADIANT BARRIER OSD ROOF SHEATHING _1 1/2" DRYWALL 1. DOOR SILLS ARE NOTED FOR ALL EXTERIOR CLG. SPECIFICATIONS FOR REQUIRED SLAB RECESS (2) 2x6 2. TANKLESS GAS WH TOP PLATE GARAGE 1/2" DRYWALL OWNERS BATH 1/2"0 THREADED 6. GAS STUB AT GRILL PATIO RODS PER LOCATION ENGR'S PKG. REVISIONS 3/4" T/G SUBFLOOR 2nd FLOOR FINISHED FLOOR PLATE HEIGHT (2) 2x6 Of EN WED FLOOR JOISTS TOP PLATE INSTALL -' GYPSUM DOARD PARALLEL TO FLOOR FRAMING MEMBER (1000 L1/2" DRYWALL 50. FT. MAX OPEN SPACE) CEILING TO PROVIDE DRAFTSTOPPING PER FDC 8302.12 1/2" DRYWALL 1/2"0 THREADED RODS PER ENGR'S PKG. I 4" CONIC. SLAB W/ FIDERME5H OR —I 6x6x10 W.W.M. ON 6 MIL. V15QUEEN OVER CLEAN, WELL COMPACTED TERMITE TREATED FILL FINISHED FLOOR 11 W/5 ! I 2X4 ENG. ROOF TRUSS 2 SEE CONNECTOR SCHEDULE 17 6" GALV, EAVE DRIP I � 2X8 EXPOSED RAFTER TAILS I I — CEMENT BOARD SIDING I R-19 INSULATION VAPOR DARRIER. SEALED AT TOP & BOTTOM PLATES. 2x6 STUDS SPACED PER ENGINEERS PKG. j - 7/16" 05B WALL SHEATHING 2x6 501TOM PLATE I I ii i i 1/2" THREADED RODS SPACING PER ENGINEER'S PACKAGE 2x6 STUDS INSET 1/2" CEMEMT BOARD SIDING I I� R-19 INSULATION I---- TYVEK (OR EQ) HOUSEWRAP 7/16" 055 WALL SHEATHING 2x6 P.T. �'— BOTTOM PLATE 8" CMU STEM WALL W/ ALL CELLS FILLED FOOTING PER ENGINEERED DRAWINGS TYPICAL WALL SECTION SCALE: 1/2" =1'-0" o TOP OF PLATE FLOOR 2X4 ENGINEERED t - ROOF TRUSSES -ASTEN SHINGLES PER FDC 8905.2.6 UNDERLAYMENT FASTENED PER FDC 8905.1.1 RADIANT BARRIER 055 ROOF SHEATHING S�� 9Tf �p9i7 EE CONNECTOR SCHEDULE 12 �5 1/2" CEILING DRYWALL (2) 2x6 TOP PLATE 1/2" DRYWALL 4" CONC. SLAD W/ FIBERMESH OR 6x6x10 W.W.M. ON 6 MIL. VISQUEEN OVER CLEAN, WELL COMPACTED TERMITE TREATED FILL -H- GALVANIZED [AVE DRIP ?X8 EXPOI, RAFTER T R-19 INSULATION 2x6 STUDS INSET 1/2" FROM FOUNDATION WALL -- CEMENT BOARD SIDING TYVEK (OR EQ) HOUSEWRAP 7116" 055 WALL SHEATHING 2x6 P.T. DOTTOM PLATE 8" CMU STEM WALL W/ ALL CELLS FILLE FOOTING PER ENGINEERED DRAWINGS TYPICAL WALL SECTION SCALE:1/2" A/C \\� COMP. f TANKLESS L GA5 ------------------------ GAS WH_ _STOW H.D. -- — — — — — — 1-f-------- — 2-7" FOUNPATION LAYOUT COMMUNITY DEVELOPMENT APPROVED -- ------ LJ 25'-10" _/, I NOTE: FOUNDATION FLAN FOR CONCRETE FORMING AND FLUM13ING LOCATION REFERENCE ONLY. REFER TO ASSOCIATED ENGINEERING DRAWINGS FOR FOOTED LOCATIONS AND DETAILS. 1. DOOR SILLS ARE NOTED FOR ALL EXTERIOR ------------------ SPECIFICATIONS FOR REQUIRED SLAB RECESS ------------- 2. TANKLESS GAS WH 3. EXTEND HALL, LNDRY AND WIC 5" INTO GARAGE 4. MAXX ARIOSA 6636 FREE STANDING TUB IN OWNERS BATH 5. PREPLUMB LNDRY SINK 6. GAS STUB AT GRILL PATIO 7. FLOOR OUTLET IN LIVING ROOM, FIELD VERIFY LOCATION 8. WAS LOOP REVISIONS ---- ----- —I --------- 11 W/5 ! I -� L-- I I I I I I Ij I LOOP STEM WALL LI I FOUNDATION o MAXX ARI05A 6636 u I 8'-7" c° 4'-6" 1'-8° �o FREE STANDING TUB 22'-" ( 11S P� OVIDE 6" RECESS F0 SHOWER _ 4" CONC. SLAB I �Po r� j jl N I I I I --F ----------- ------ -� L ------� I ---1---------------i 7-ECTUD r-- I rNTRLS I ILII II I AS I ' -. �i5�� II411� �\ ✓✓ I I 1 ! i u (- Iii 3'-8, LI I i I i L__ — --_—� PREPLUMB r W� LNDRY SINK I LSI I i i -_ __ _ I I t,-- J II _AP r--I-----� -----� — 7 r i I X3.8 2_2" I I J I i I �s i I ii l I 7L_ ____ - _J -----------------------------$_ I � I L ------------------- jI ------- 1 --7 ------ II I �J II f� I I C� I I _� L EXPANSt; N JOINT (TYPE � ( i I Li l STEM WALL FOUNDATION I I GAC I STUB i c` i _ SINK W/ r I I � iiI_i DISP. pit I I _ I I a 41, . 4" CON"4" I SLABI CONCE5 OF W/6 6x6x 0 W.W.M. 10L. VISQU I j I OVER CLEAN, WELL COMPACTED FILL L tT I i - ----- I I 4'-0" 1 II I GAS -�---------- L------- I 4" CONIC. - ------ 4 _-- I PATIO STUB _ -- _________J E- ------------- �I u FLOOR z- 4 OUTLET I L. I I L I I `------ i I ------ -------- r�- ------ i ' I II Ii II it II II II II II II II II II II II II :I II II II II I I I 7' II II n n II II II n n II I I I Ci I II II II 11 II II !! II II p � II II � � II 11 II II I II II C; -� I II II II II II II �'- z II II II :I I II II it II 'J I :a I II II II II II LLj � 11 II II II II II I y I I II II II II II II II II II G z II II � II II II II II 'I II II II II Il ( I !! opo bLUII a I I I II II it II II !! II II II II II II II s II II II II II II II II II II II II II II it it II !! ' I I I I L-- -- ----------------- I I I 1-f-------- — 2-7" FOUNPATION LAYOUT COMMUNITY DEVELOPMENT APPROVED -- ------ LJ 25'-10" _/, I NOTE: FOUNDATION FLAN FOR CONCRETE FORMING AND FLUM13ING LOCATION REFERENCE ONLY. REFER TO ASSOCIATED ENGINEERING DRAWINGS FOR FOOTED LOCATIONS AND DETAILS. I V E7 MD S I D E H'now ES .Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.ntyfiversidehome.com Lot 139 Atlantic Beach Country Club Spee Home Foundation Layout 1639 Maritime Oak Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 12.20.2017 Scale 1/4" = 1'-0" Plan of Key Largo- A2 Written dimensions shall have precedence over Scale dirmcn5ions. Contractors Shall verify and be responsible 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 ;,rth��t J�c�son�tlle, �'L 32223 t7or;a� neSi�, >n�. 904.260.3319 1. DOOR SILLS ARE NOTED FOR ALL EXTERIOR DOORS - REFER TO MANUFACTURERS SPECIFICATIONS FOR REQUIRED SLAB RECESS PRIOR TO POURING CONCRETE 2. TANKLESS GAS WH 3. EXTEND HALL, LNDRY AND WIC 5" INTO GARAGE 4. MAXX ARIOSA 6636 FREE STANDING TUB IN OWNERS BATH 5. PREPLUMB LNDRY SINK 6. GAS STUB AT GRILL PATIO 7. FLOOR OUTLET IN LIVING ROOM, FIELD VERIFY LOCATION 8. WAS LOOP REVISIONS I V E7 MD S I D E H'now ES .Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.ntyfiversidehome.com Lot 139 Atlantic Beach Country Club Spee Home Foundation Layout 1639 Maritime Oak Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 12.20.2017 Scale 1/4" = 1'-0" Plan of Key Largo- A2 Written dimensions shall have precedence over Scale dirmcn5ions. Contractors Shall verify and be responsible 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 ;,rth��t J�c�son�tlle, �'L 32223 t7or;a� neSi�, >n�. 904.260.3319 GABLE TOP OF PORCH BEAM �t- 4" P.T. POST WRAPPED TO 10X10 TYP. FINISHED FLOOR _ ti GRADE 12 EXPOSED RAFTER TAILS CEMENT BOARD SIDING TYP. 18" SHUTTERS TYP 6" TRIM TYP BUILDING HEIGHT 7 F PLATE HEIGH� FINISHED FLOOR PLATE HEIGHT 20" OVERHANG - CEMENT BOARD SIDING TYP. FINISHED FLOOR " BAND +� GRADE 18" SHUTTERS TYP. I IN � � i i F= DIMENSIONAL FIBERGLASS SHINGLES (TYP) 12IGHT SIDE ELEVATION 12 1 ;7 FRONT ELEVATION 20"OVERHANG LUN CEMENT BOARD SIDING TYP. DIMENSIONAL FIBERGLASS SHINGLES (TYP) 2 111 II II % PLATE HEIGHT WISHED FLOOR PLATE HEIGHT. Inti) — 6" TRIM TYP. 2" BAND OVER 6" BAND (TYP) FINISHED FLOOR _ CG GRADE �+ EXPOSED RAFTER TAILS CEMENT BOARD SIDING TYP. 6" TRIM TYP. 18" SHUTTERS TYP. 2" BAND OVER 6" BAND (TYP) TOP OF PORCH BEAM 6" BANDING TYP. -- 4" P.T. POST WRAPPED TO 10X10 TYP. FINISHED FLOOR �J Com. GRADE + NOTE: 5PP\AY FOAM INSULATION NO ROOF VENTING IZEQUIKED COMMUNITY DEVELOPMENT AppROVED gems RIVERSIDE HOMES ■■ Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.tttytiversidehome.com Lot 139 Atlantic Beach Country Club Spec Home Roof Plan/ Elevations 1639 Maritime Oak Drive Atlantic Beach, F1. 32233 Drawn By ARJ Sheet Date 12.20.2017 Scale 1/411=11-011 of 3 Plan Key Largo- A2 6 Written dimen5ion5 Shall have precedence over Seale dimen5ion5. Contractors Shall verify and be, re5pon5ible for dimen5ion5 and conditions of rhe job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 AIA BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: N.rtheastJacksonville, 1262'7 San Jose Blvd Suite 702 FL 32223 Design, Inc. 904.260.3319 `L A-71 HE ,H FINISHED FLOOR "T !'I_A7 =HEIGHT — — — 20" OVERHANG I CEMENT BOARD SIDING TYP. 6" TRIM TYP, FINISHED FLOOR — — N GRADE F I �I PLATE HEIGHT CEMENT BOARD SIDING TYP. 6" TRIM TYP. 1 FINISHED FLOOR PLATE HEIGHT .00 20" OVERHANG [E E I ; 1 6" BANDING (TYP) FINISHED FLOOR 8" BAND GRADE 6" BAND (TYP) EXPOSED RAFTER T 8" BAND DIMENSIONAL FIBERGLASS 5HINGLE5 (TYP) FEf�� ELEVATION 12 DIMENSIONAL 7 I I 1 FIBERGLA55 11 if fill 11 1 1 1 i 11 fill SHINGLES (TYP) LEFT SIPE ELEVATION EXPOSED RAFTER TAILS CEMENT BOARD SIDING TYP. 6" TRIM TYP. 18" SHUTTERS (TYP) 2" RAND OVER 6" BAND (TYP) CEMENT BOARD SIDING TYP, 6" TRIM TYP. ,0�1MUNITY DEVELOPMENT � D 7 TOP OF FORCH BEAM 4" P.T. POST WRAPPED TO 10X10 TYP. — — FINISHED FLOOR Y, GRADE +' ATTIC VENTILATION AREA CALCULATIONS - Excerpt of the 2017 Building Code, Ro5idcntial 8806.1 Ventilation required. Enclosed attics and cncloaed rafter spaces formed where ceilings are applied directly to the underside of roof rafter, ,hall have cross ventilation for each aeparate apace by ventilating openings protected against the entrance of rain or Snow. Ventilation ope*05 ,hall have a least dimension of 1/16 inch (1.6 mm) minimum and 1/4 inch (6.4 mm) maximum. Ventbtion opening,, having a least dimension larger than 1/4 inch (6.4 mm) shall be provided with corro,ion-re5iotant wire cloth screening, hardware cloth, or Similar material with openings having a Icast dimension of 1/16 inch (1.6 mm) minimum and 1/4 inch (6z- mm) maximum. Openings in roof fr iming members ,hall conform to the requirements of Section R802.1A Required ventilation opening shall open directly to the outside air. Exception: Attic ventilation Shall not be required when ictcrmin dl not necessary by the code official duc to atmospheric or climatic conditions, R806.2 Minimum vent area. The minimum net free ventilating area Shall be 1/150 of the area the vented Space. Exception: The minimum net free ventilation area shall be 1/300f the vented space provided one or more of the following conditions are met: 1. In Climate Zonc5 6, 7 and 8, a Class I or 11 vapor retarder i5 inlitalled on the warm -in -winter Side of the ceiling. 2. Pt least 40 percent and not more than 50 percent of theuired ventilating area is provided by ventilators located in the upper portion of the attic or rafter ace. Upper ventilators Shall be located no more than 3 feet (914 mm) below the ridge or high, point of the Space, measured vertically, with the balance of the required ventilation provided eave or cornice vents. Where the location of wall or roof framing members conflicts with the irwt lation of upper ventilators, installation more than 3 feet (914 mm) below the ridge or highe point of the space Shall be permitted. 8806.3 Vent and insulation clearance. Where cave or cornice vents are installed, insulation Shall not Hqck the free flow of air. A minimum of a 1 -inch (25 mm) space Shall be provided between the insulationid the roof Sheathing and at the location of the vent. SPRAY FOAM INSULATI3N AT ROOF DECK, NO VENTS KFOIKEP Sao some RIVERSIDE HOMES .e _— Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.mytiversidehome.com Lot 139 Atlantic Beach Country Club Spec Home Elevations 1639 Maritime Oak Drive Atlantic Beach, Fl. 32233 (0-7r—awn By ARJ Sheet Date 12.20.2017 Scale 1/41t=11-00 of 4 Plan Key Largo- A2 6 ._j Written dimensions Shall have precedence over Scale dirnen5ion5. 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: 12627 San Jose Blvd lb MR Suite 702 - onheast Jacksonville, FL 32223 Flus;da Design, ImG 904.260.3319 2ND FL001� ELECTf�IC/�L FLAN ELECTFKAL LEGEND ELECTRICAL NOTES 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR BE: 12" AFF (GENERAL) - KITCHEN 44" AFF - BATHROOM 39" AFF (44" F ROOM 36" AFF - EXTERIOR WATERPROOF 12" AFF TO 42" AFF - GARA KITCHEN ISLAND OUTLETS MAXIMUM OF 12" BELOW COUNTER SURFACE 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO 5E AT 42" CENTERLINE ABOVE FINISHED F 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORk ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY CONTRACTOR WHO SHALL DE RESPONSIBLE FOR THE INSTALLATION & ACCESSORIES. 5. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE IN ACCORDAf, CODE, SECTIONS 8314 AND R-315 6. PROVIDE AFCI5 (ARC FAULT INTERRUPTERS) IN DWELLING UNIT BRAN E3902.12 7.. GF15 (GROUND FAULT INTERRUPTERS) FOR WATER AREAS AND OUT[ 8. ALL PERMANENT INTERIOR LIGHTING IS 100% HIGH EFFICACY CFL/LEC 9. ALL 125 -VOLT 15 -AND 20 AMP RECEPTACLES INSTALLED INSIDE AND IN ATTACHED AND DETACHED GARAGES SHALL DE TAMPER RESISTAN CENTERED LINE OF THE BOX TO WITH RAISED VANITY) - LAUNDRY GENERAL PURPOSE - 44" AFF - OOR. SHALL BE DONE IN STRICT A, LICENSED ELECTRICAL IZING OF ALL ELECTRICAL, WIRING & WITH 2017 FLORIDA BUILDING CIRCUIT LOCATIONS PER FBCR. )OR CIRCUITS PER FBCR E3902 LAMPS PER FBC EC 8404.1 )UTSIDE OF DWELLING UNITS, AND RECEPTACLES lV U hS 110 DUPLEX OUTLET1 0CEILING MOUNTED LIGHT � 4. (4) RECESS LIGHTS IN LIVING ROOM W/ HALF -SWITCHED OUTLET 5. PREWIRE (2) PENDANT LIGHTS OVER ISLAND 6. (2) RECESS LIGHTS IN OWNERS BATH 7. FLOOR OUTLET IN LIVING ROOM, FIELD VERIFY GFI DUPLEX OUTLET 8. ADD RECESS LIGHT IN PWDR PULL -CHAIN &p WEATHER PROTECTED OUTLET PORCH REVISIONS (> WALL MOUNTED LIGHT =0-- CEILING OUTLET ® FLOOR OUTLET RECESSED LIGHT FIXTURE (t)-= 220 OUTLET 0 SPOTLIGHT 4 SPECIAL PURPOSE OUTLET SWITCH --L� EXHAUST FAN W1 LIGHT 3 3 -WAY SWITCH F] EXHAUST FAN 4 -WAY SWITCH o DIMMER SWITCH © FLUORESCENT FIXTURE TELEPHONE CARRIAGE LIGHT CABLE ry DOUBLE FLOOD LIGHT PREWIRE & BRACE PANEL BOX CEILING FAN WITH LIGHT Q SMOKE DETECTOR ELECTRICAL NOTES 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR BE: 12" AFF (GENERAL) - KITCHEN 44" AFF - BATHROOM 39" AFF (44" F ROOM 36" AFF - EXTERIOR WATERPROOF 12" AFF TO 42" AFF - GARA KITCHEN ISLAND OUTLETS MAXIMUM OF 12" BELOW COUNTER SURFACE 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO 5E AT 42" CENTERLINE ABOVE FINISHED F 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORk ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY CONTRACTOR WHO SHALL DE RESPONSIBLE FOR THE INSTALLATION & ACCESSORIES. 5. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE IN ACCORDAf, CODE, SECTIONS 8314 AND R-315 6. PROVIDE AFCI5 (ARC FAULT INTERRUPTERS) IN DWELLING UNIT BRAN E3902.12 7.. GF15 (GROUND FAULT INTERRUPTERS) FOR WATER AREAS AND OUT[ 8. ALL PERMANENT INTERIOR LIGHTING IS 100% HIGH EFFICACY CFL/LEC 9. ALL 125 -VOLT 15 -AND 20 AMP RECEPTACLES INSTALLED INSIDE AND IN ATTACHED AND DETACHED GARAGES SHALL DE TAMPER RESISTAN CENTERED LINE OF THE BOX TO WITH RAISED VANITY) - LAUNDRY GENERAL PURPOSE - 44" AFF - OOR. SHALL BE DONE IN STRICT A, LICENSED ELECTRICAL IZING OF ALL ELECTRICAL, WIRING & WITH 2017 FLORIDA BUILDING CIRCUIT LOCATIONS PER FBCR. )OR CIRCUITS PER FBCR E3902 LAMPS PER FBC EC 8404.1 )UTSIDE OF DWELLING UNITS, AND RECEPTACLES lV U hS 1. COACH LIOHT5 AT GARAGE 2. GARAGE DOOR OPENER INSTALLED 3. TANKLESS GAS WH 4. (4) RECESS LIGHTS IN LIVING ROOM W/ DIMMER SWITCH 5. PREWIRE (2) PENDANT LIGHTS OVER ISLAND 6. (2) RECESS LIGHTS IN OWNERS BATH 7. FLOOR OUTLET IN LIVING ROOM, FIELD VERIFY LOCATION 8. ADD RECESS LIGHT IN PWDR 9.(2) ADDT'L SCONCE LIGHTS IN OWNERS BATH 10. (4) RECESS LIGHTS AT PORCH 11. (2) PREWIRE AND BRACE FOR FAN AT FRONT PORCH REVISIONS RIVERSIDE HOMES .■ as Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.atytiversidehome.com Lot 139 Atlantic Beach Country Club Spec Home Electrical Plans 1639 Maritime Oak Drive Atlantic Beach, Fl. 32233 (7,77 -awn By ARJ Sheet Date 12.20.2017 Scale 1/4" = 1'-0" 5 of Plan Key Largo- A2 6 j Written dirnen5ion5 5ha11 have. precedence, over 5caie dimen5ion5. Contractors Shall verify and be re5pon5ible for dirnension5 and conditions of the joh. 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 NSuite, 702 20r�the!., Jacksonville, FL 32223 Fiortaa Iicsign, Inc. 904.260.3319 ENO e Gy- SUGaVRS`�G ROOF oe . �\ Ci 009S U,4'30 'P�M�NC RP ,OC' 4 ` i 6 ° �Pv AGE OR�p 6 fi UNDERLAYMENT PLACE SHINGLES 3/8" OVER EAVE & RAKE EDGES TO PROVIDE DRIP EDGE ALONG RAKES, CEMENT SHINGLES TO UNDERLAYMENT & EACH OTHER IN S WIDTH ---1 i OF ASPHALT PLASTIC ROOF ��./fJ� CEMENT MTL EAVE DRIP TRIM 6"-7" FROM END OF FIRST SHINGLE TRIM TABS FROM ALL STARTER COURSE- SHINGLES OURSESHINGLES STARTER COURSE PLACE SHINGLES CLOSE TOGETHER BUT DO NOT CROWD ALONG RAKES, CEMENT SHINGLES TO UNDERLAYMENT & EACH OTHER IN A 4" WIDTI+—� OF ASPHALT PLASTIC ROOF I �! CEMENT �� O )N -CORRODING �� PLACE SHINGLES 3/8" MTL EAVE DRIP i! OVER EAVE & RAKE EDGES TO PROVIDE DRIP EDGE FIRST COURSE E■■ 11-1/2"to 12-1/2" 11-1/2"to 12-1/2" "to 1-1/2" _ — 1 -to 1-1/2 1 O 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 NO VENTS ARE ALLOWED OPT, PROVIDE LEAD VENT BOOT WITH INTEGRAL FLANGE VENT STACK, SEE PLUMBING FOR SIZE & LOCATION PREFORMED FLEXIBLE BOOT FLASHING W1 INTEGRAL FLANGE SET IN PLASTIC ROOF CEMENT INSTALL FLANGE OVER SHINGLE @ BASE INSTALL SHINGLES OVER FLANGE @ HEAD FIBERGLASS SHINGLE ROOFING OVER 5# FELT OVER 7/16" OSB OVER PRE -ENG WD R JSSES N.T.S. ROOF CEMENT WALL SHEATHING STUCCO/CV FINISH ASSEMBLY W/15#FELT OVER APPROVED WEATHER BARRIER LAP FELT AND WEATHER BARRIER OVER VINYL STUCCO STOPNVEEP EXTEND 15# ROOFING FELT UP WALL 7" MIN. 5x5 METAL FLASHING OVER ROOFING FELT (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL INSTALL WITH ROOF CEMENT SHINGLE ROOFING WALL FLASHING DETAIL - STUCCO N.T.S. Z z z f N ROOF WALL SHEATHING SYN WD SIDING OVER APPROVED WEATHER BARRIER LAP WEATHER BARRIER OVER METAL FLASHING AND SECURE WITH STARTER STRIP EXTEND 15# ROOFING FELT UP WALL 7' MIN. 5x5 METAL FLASHING OVER ROOFING FELT (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL INSTALL WITH ROOF CEMENT SHINGLE ROOFING WALL FLASHING DETAIL - LAP SIDING N.T.S. 3A5E LAYER: 51Y DEN5GI A55 FIR.EGUAP.D SHEATHING ATTACH WITH 2" NAILS OR SCREWS TACE:AYER: /5' DEN5GLA55 FIREGUARD 5-EATHIPG ATTACHED WITH 2" MIN. SCREWS OR NAILS 0 24"'OC. -OFFSET JOINTS IN BASE AND FACE. LAYER 24" NOTE: DE5IGN BASED ON GA FILE No. RC 2602 SECTION - (1) HOUR FIRE RATED (UNDERSIDE ONLY) SOFFIT AS NEEDED T14i5 DETAIL OI LY APPLCABLE WHERE 5EPARA ION 015 -LANCE OF OVERHANG 15 LES THAN' AND MORE THAN 2' FROM PROPERTY LINE ALTERNATE: RATED SOFFIT A55EMDLES WHICH MEET UL 51 ANDARDS FOR (1) HOUR FIRE RATING ARE PERMITTED 2x4 BLOCKINREQUIRED AT PA !EL JOINTS 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 INFORMATION 2. DO NOT NAIL 6' MIN. FROM VALLEY CENTER LINE FIBERGLASS SHINGLE ROOFING OVER 15# FELT OVER 7/16" RADIANT BARRIER 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 GALVANIZED METAL OFF -RIDGE HEAD VENT WITH BAFFLE. SET IN PLASTIC ROOF CEMENT OR SEALANT SCREEN INSTALL OFF -RIDGE VENT FLANGE OVER -- SHINGLES AT BASE 7r 16" OSB OVER PRE-ENGTRUSSES ..,.. , y 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 AP BARRIER OVER NAILING FLANGE VINYL DRIPNVEEF SCREED 5"x5" METAL FLA;3HIN%. FLASHING (SEE DETAIL) M EXTEND KICK -OUT 2" LO BEYOND FASCIA x)') X —FELT UNDERLAYMENT SHINGLE ROOFING MTL DRIP EDGE / FASCIA NOTE: INSTAL'- KICKOUT FLASHING AT 30TTOM OF ROOF & WALL INTERSECTIONS WATER TIGHT WALL/KICKOUT FLASHING DETAIL SEAL N.T.S. ROOFTRU55E5 sunt# ars—• BA5E LAYER: NOTES: 5/8" DEN5GLA55 FIREGUARD 5HEAT'r6NG MEMBRANE FLASHIN 1. INSTALL W STRICT ACCORDANCE WITH ATTACH WITH (2)1 +" TYPE'W' OVERNAIUNG FLANGE Q MANUFACTURERS WRITTEN INSTRUCTIONS NO VENT5 AR.,9LL%'WE.D 2. APPLY ROOFING CEMENT OR SELF -ADHERING EXTEND SELF -ADHERING MIN. FLASHING OVER FLANGE AT HEAD ONLY VENT STACK FLASHING DETAIL N.T.S. ROOF CEMENT WALL SHEATHING STUCCO/CV FINISH ASSEMBLY W/15#FELT OVER APPROVED WEATHER BARRIER LAP FELT AND WEATHER BARRIER OVER VINYL STUCCO STOPNVEEP EXTEND 15# ROOFING FELT UP WALL 7" MIN. 5x5 METAL FLASHING OVER ROOFING FELT (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL INSTALL WITH ROOF CEMENT SHINGLE ROOFING WALL FLASHING DETAIL - STUCCO N.T.S. Z z z f N ROOF WALL SHEATHING SYN WD SIDING OVER APPROVED WEATHER BARRIER LAP WEATHER BARRIER OVER METAL FLASHING AND SECURE WITH STARTER STRIP EXTEND 15# ROOFING FELT UP WALL 7' MIN. 5x5 METAL FLASHING OVER ROOFING FELT (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL INSTALL WITH ROOF CEMENT SHINGLE ROOFING WALL FLASHING DETAIL - LAP SIDING N.T.S. 3A5E LAYER: 51Y DEN5GI A55 FIR.EGUAP.D SHEATHING ATTACH WITH 2" NAILS OR SCREWS TACE:AYER: /5' DEN5GLA55 FIREGUARD 5-EATHIPG ATTACHED WITH 2" MIN. SCREWS OR NAILS 0 24"'OC. -OFFSET JOINTS IN BASE AND FACE. LAYER 24" NOTE: DE5IGN BASED ON GA FILE No. RC 2602 SECTION - (1) HOUR FIRE RATED (UNDERSIDE ONLY) SOFFIT AS NEEDED T14i5 DETAIL OI LY APPLCABLE WHERE 5EPARA ION 015 -LANCE OF OVERHANG 15 LES THAN' AND MORE THAN 2' FROM PROPERTY LINE ALTERNATE: RATED SOFFIT A55EMDLES WHICH MEET UL 51 ANDARDS FOR (1) HOUR FIRE RATING ARE PERMITTED 2x4 BLOCKINREQUIRED AT PA !EL JOINTS 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 INFORMATION 2. DO NOT NAIL 6' MIN. FROM VALLEY CENTER LINE FIBERGLASS SHINGLE ROOFING OVER 15# FELT OVER 7/16" RADIANT BARRIER 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 GALVANIZED METAL OFF -RIDGE HEAD VENT WITH BAFFLE. SET IN PLASTIC ROOF CEMENT OR SEALANT SCREEN INSTALL OFF -RIDGE VENT FLANGE OVER -- SHINGLES AT BASE 7r 16" OSB OVER PRE-ENGTRUSSES ..,.. , y 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 AP BARRIER OVER NAILING FLANGE VINYL DRIPNVEEF SCREED 5"x5" METAL FLA;3HIN%. FLASHING (SEE DETAIL) M EXTEND KICK -OUT 2" LO BEYOND FASCIA x)') X —FELT UNDERLAYMENT SHINGLE ROOFING MTL DRIP EDGE / FASCIA NOTE: INSTAL'- KICKOUT FLASHING AT 30TTOM OF ROOF & WALL INTERSECTIONS WATER TIGHT WALL/KICKOUT FLASHING DETAIL SEAL N.T.S. ROOFTRU55E5 sunt# ars—• BA5E LAYER: SELF-ADHERING� 5/8" DEN5GLA55 FIREGUARD 5HEAT'r6NG MEMBRANE FLASHIN ATTACH WITH (2)1 +" TYPE'W' OVERNAIUNG FLANGE Q DRYWALL SCREWS NO VENT5 AR.,9LL%'WE.D EXTEND SELF -ADHERING MIN. FACE LAYER: MEMBRANE FLASHING 1" 51N DEN5GLA55 R?EGUARD SHEATHING MIN. BEYOND JAMB ATTACHED Wflh 1 J' TYPE "CdDRYWALL SCREWS 012"O.C. -OFFSET JOINTS IN BASE AND FACE LAYER 24" NOTE: DESIGN BASED ON GA FILE Imo. RC 2602 1) HOUR FIRE RATED (UNDERSIDE ONLY) SOFFIT AS NEEDED ILY APPI IGABf E WHERE SEPARATION DISTANCE OF OVERHANG i5 LESS THAN 5 ANP MORE THAN OFR ALTERNATE: RATED SOFFIT A55EM3LES WHICH MEET UL STANDARDS FOR (1) HOUR FIRE RATING ARE PERMITTED V LINE OF APF BARRIER Ovi INSTALL 4" WIDE \ SELF-ADHERING� MEMBRANE FLASHIN OVERNAIUNG FLANGE Q HEAD EXTEND SELF -ADHERING MIN. MEMBRANE FLASHING 1" MIN. BEYOND JAMB FLASHING NOTE: 1. WINDOW INSTALLATION & FLASHING DETAILS ARE CONSISTENT WITH ASTM2112 METHOD A-1 EXCEPT SELF -ADHERING MEMBRANE I FLASHINGS ARE USED. I 2. IT IS THE INSTALLATION" CONTRACTORS - RESPONSIBILITY TO VERIFY THE COMPATIBILITY OF ALL - PRODUCTS INCLUDING WEATHER BARRIER, SEALANT & SELF'ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. STEP 7 3, INSTALL ALL MATERIALSPER MANUFACTURERS WRITTEN SPECIFICAnONS. WARNING: SEALANT/FLASHINGS MAY REACT ADVERSELY IF NOT COMPATIBLE. :MPC ARR )WE STALL LEVE UFACT FOLD WEATHEf DOWN & TAPE CUT & ACROSt WINDOW FLASHING INSTALLATION DETAILS N.T.S. APPROVED HER BARRIER OVER WD LINE OF DOOR INSTALL 4'=E PING MEMBRANE G OVE'LAPP BOLA PING OR FRAM1 E W DOOR FLASHING INSTALLATION DETAILS N.T.S. AECHANICALL` NED EDGE (CA >PLES) IF RED' SHING MANUFI INSTAL LFADHERING EMSRANE FLA EXTEND FLA; JAMS MEMS NERNA EXT LASHIN, ALL FLE INSTALL DOOR PLUMS, LEVEL & SQUARE PER VUFACTURER WRITTEN INSTRUCTIONS BED OF SEALA APPLY SEALANT CORNERS & FRONT ED 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 so IVERSIDE HOMES Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www. ntynversidehome. com Lot 139 Atlantic Beach Country Club Spec Home Flashing Details 1639 Maritime Oak Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 12.20.2017 Scale 1/41!1=11-011 6 of Plan Key Largo- A2 6 Written dirnon5iorl5 Shall have precedence over scale amen5ionh. Corntrnctor5 5hn11 verify and be re5pon5ible for dirrlen5ion5 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: 1262'7 Sara Jose Blvd - ortheast Jac�sonvill�, FL 32223 IDria� Des;�Lt, �,�. 9®4.260.3319 DESIGN SPECIFICATIONS: Project has been designed in accordance with the 6th Edition (2017) Florida Building Code, Residential, and the Florida Building Code, Existing Building (as applicable). DESIGN CRITERIA: Wind Design Method ASCE 7-10 Basic Wind Speed: 130 mph Building Risk Category: II Wind Exposure: B (Enclosed Structure) Building Classification: Residential Building Type: Type V Construction Wind -Borne Debris: NOT located in the wind-borne debris region a responsibility Unless otherwise noted, project site considerations shall a b the of the owner and/or contractor. Examples of such items include, but shall not be limited to, determination of grade elevations, drainage features, and special requirements associated with FEMA flood hazard and/or DEP zones. DESIGN DEAD LOADS: Floors: The design floor dead load of 12 psf assumes a floor system utilizing wood decking or wood subflooring over wood truss, wood I -joist, or solid sawn lumber framing. The floor covering is assumed to be carpet, vinyl, wood or ceramic tile. The Engineer shall be notified if the floor coverings differ from the noted assumptions Roofs: Metal or Shingle: 10 psf (Rafters) 7 psf (Wood Truss) Concrete or Clay Tile: 15 psf Refer to Architectural Plans for Roof Covering System DESIGN LIVE LOADS: Floors: Exterior Balconies: 40 psf Exterior Decks: 40 psf Stairs: 40 psf (or 300 Ib point load) Garages: 50 psf (or 2000 Ib point load) All Other Areas: 40 psf Attics: Without Storage: 10 psf With Limited Storage: 20 psf With Storage: 30 psf (fixed stair access) Roofs: Less than 4:12 slope: 20 psf 4:12 slope or greater: 16 psf DEFLECTION CRITERIA: Walls: Wind loads with plaster or stucco finish: L/360 Wind loads with other brittle finishes: L/240 Wind loads with flexible finishes: L/120 or L/180* L/180 for exterior walls with interior gypsum board finish. Floors: Live Load: L/480 * Total Load: L/240 * Increased floor stiffness may be required by floor covering manufacturer Roofs: Live Load: L/240 Total Load: L/180 All window, door and soffit assemblies shall be designed to withstand the design pressures indicated below and shall be installed in accordance with the manufacturer's requirements. WIND PRESSURES ON WINDOWS, DOORS & SOFFITS (psf) AREA OF OPENING EDGE STRIP (S) INTERIOR ZONE (4) Fastening Schedule Pos Neg Pos Neg MITEK/USP ID FL # Fas eners 0 to 20 sf 18.3 -24.5 18.3 -19.8 20.1 to 50 sf 17.5 -22.8 17.5 -19.1 50.1 to 100 sf 16.4 -20.6 16.4 -18.0 100.1 to 200 sf 15.5 -19.1 15.5 -17.1 200.1 to 500 sf 14.7 -17.41 14.7 -16.3 Soffit Design Pressure 1 18.3 -24.5 18.3 -19.8 base uesign rressure -iaou kik pi = xu. io TYPICAL EDGE STRIP (5) a=5.0' TV -AI 1KITrPY1-9!1 /A% GENERAL NOTES: 1 The scope of these plans is limited to the structural requirements of this project. Architectural, civil (site), electrical, mechanical (plumbing and HVAC), waterproofing, and flashing requirements are not addressed in these plans. 2. It is the intent of the Engineer of Record (Engineer) that this work be performed in 9 ( 9 ) conformance with all requirements of the authorities having jurisdiction over this typo of construction and occupancy. 3. The contractor is responsible for the means and methods of construction. It is the contractor's sole responsibility to determine the procedure, sequence, and temporary bracing as to insure the safety of the building and its component parts during construction. 4. The contractor shall verify all conditions and dimensions at the job site prior to commencing work. 5. The contractor shall supply, locate, and build into the work all inserts, anchors, angles, plates, openings, sleeves, hangers, slab depressions, or other components as may be required to attach and accommodate other work. 6. All details and sections shown on the structural drawings are intended to be typical and shall be construed to apply to any similar situation elsewhere in the work except where indicated otherwise. 7. Refer to the structural drawings for all structural details and sections. The contractor shall contact the Engineer for clarification in cases of conflict between the structural drawings and any drawings prepared by others prior to commencing work. 8. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. The design of the project structure assumes an allowable soil bearing capacity of 2000 psf. The Engineer shall be notified if soil conditions encountered differ from the noted assumptions All requirements for site preparation and soil compaction specified in the soils report shall be followed unless more stringent requirements are specified in these plans. CONCRETE: 1. All concrete work shall be in accordance with "Building Code Requirements for Structural Concrete," ACI 318-14, and "Specification for Structural Concrete," ACI 301. 2. All concrete shall have the following minimum compressive strength at 28 days: Slabs on grade, footings, and misc. concrete: fc=2500psi Structural slabs, walls, beams and columns: fc=3000psi Designated radon zones only - all concrete: fc=3000psi 3. Cement shall conform to "Specification for Portland Cement" (ASTM C150) 4. Aggregate shall conform to "Specification for Concrete Aggregates" (ASTM C33) 5. Water shall be clean and free of injurious amounts of oil, acids, alkalis, salts, organic material or other substances that are deleterious to concrete or steel reinforcement. 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the structural drawing; All reinforcing details shall conform to "Details and Detailing of Concrete Reinforcoment," ACI 315, unless detailed otherwise on the structural drawings. 7. Tolerances for foundation and slab alignment as well as placement of reinforcement shall be in accordance with "Standard Tolerances for Concrete Construction and Materials," ACI 111 Footing or slab edges may be up to 1/2" inside of the sill plate. 8. All concrete slabs on grade shall be the thickness as indicated on the drawings over minimum 6 mil. polyethylene (visqueen) vapor barrier. Slabs shall be reinforced with 6x6 W1.4x1.4 WWF lapped 8" at edges and ends in conformance with ASTM -A 185, or fibermesh reinforcement shall be used with a minimum fiber length of :" to 2" complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per cubic yard in accordance with manufacturer's recommendations. 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and other deleterious material. Structural fill shall be compacted to a density of at least 95% of the Modified Proctor Maximum Dry Density (ASTM D1557). Termite protection shall be provided in accordance with applicable code requirements. If soil treatment is used, the treatment shall be done after all excavation, backfilling, and compaction is completed. 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be compacted to a density of at least 95% of the Modified Proctor Maximum Dry Density (ASTM D1557) for a depth of at least two feet (2'-0") below the bottom of the footing. 11. The following minimum concrete cover shall be provided for reinforcement: 3" Concrete cast against and permanently exposed to earth 2" Concrete exposed to earth or weather 1 '/2' Concrete not exposed to earth or weather 12. All continuous reinforcing steel in concrete shall be lap -spliced with the following minimum lengths: #4 bars: 21" minimum #5 bars: 26" minimum #6 bars: 32" minimum 13. Reinforcement in footings shall be bent around corners or corner bars shall be used. 14. The contractor shall provide spacers, chairs, bolsters, etc., necessary to support reinforcing steel. Support items which bear on exposed concrete surfaces shall have ends which are plastic tipped or stainless steel. MASONRY: General: 1. All masonry work shall be in accordance with "Building Code Requirements for Masonry Structures," ACI 530-13, and Specifications for Masonry Structures," ACI 530.1-13 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of 2000 psi per ASTM C1019. Grout shall be mixed to provide a slump between 8" to 11 ". 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used in brick veneer. 4. The contractor shall be responsible for the design and installation of all flashing. Concrete Masonry (CMU): 1. Concrete masonry units (CMU) shall be ASTM C`.+0-14, Hollow Load -Bearing Concrete Masonry Units, normal weight, with a minimum compressive strength of 1900 psi (fm=1500 psi). 2. All continuous reinforcing steel in masonry shall be lap -spliced with the following minimum lengths: #4 bars: 20" minimum #5 bars: 25" minimum #6 bars: 30" minimum 3. Grout all cells containing vertical reinforcement in 5-0" maximum lifts. 4. Provide cleanouts per ACI 530.1-13 in the bottom course of masonry when the wall height exceeds 5'-0". 5. Beam reinforcement shall be continuous across control joints. Clay Masonry (Brick): 1. Brick shall conform to ASTM C62, C216, or C652 for Building Brick, Facing Brick, and Hollow Brick, respectively. Grade MW shall be used. 2. Brick veneer shall be anchored with approved ties spaced no more than 16" o.c. vertical and 16" o.c. horizontal. Additional ties shall be provided around all wall openings reater than 16" in either direction, and shall be spaced no more than 36" o.c. and placed within 12" of the openings. 3. Strand wire veneer ties shall not be less in thickness than No. 9 gage wire and shall have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. 22 gage by 7/8" corrugated and fastened with 1 3/" galvanized roofing nails. Adjustable or strand wire veneer ties shall be used at CMU walls. 4. Unless otherwise noted on the plans, a steel angle L4x4xl/4 shall be used for supporting brick veneer over openings. This angle will not be required for arched windows where brick is self-supporting. If the f ni length gt o the e ope ng exceeds 6-0" then the steel angle shall be attached to the wood framing with %" x 3" lag screws @ 12" o.c. or Simpson %4' x 3" SDS screws @ 12"o.c. WOOD FRAMING: 1. All wood framing has been designed in accordance with "National Design Specification (NDS) for Wood Construction," 2015 edition. 2. Southern Yellow Pine member design incorporates design values for all sizes and grades of visually graded Southern Yellow Pine dimension lumber per "Supplement No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber," published by the Southern Pine Inspection Bureau (SPIB). 3. All wood members exposed to weather or in contact with masonry, concrete or soil shall be treated with an appropriate preservative suitable for the exposure conditions. 4. If ACQ treatment is used on any wood member, then all nailing shall require hot -dipped galvanized nails meeting ASTM A153, Class C, or ASTM 8695, Class 50. If borate treatment is used then galvanizing is not required. 5. Prefabricated wood trusses shall comply with NDS and "National Design Standard for Metal Plate Connected Wood Truss Construction (TPI 1-2014)." 6. All trusses shall be designed by the Truss Manufacturer's registered Engineer. 7. The Truss Manufacturer shall submit shop drawings and design notes with a registered Engineer's seal for approval. Design notes shall include the rated load capacity of the truss to truss connectors, and the manufacturer's license to fabricate trusses utilizing the connector system proposed. The contractor shall approve fabrication and installation drawings showing size, shape and layout. 8. Jobsite handling and erection, including temporary bracing, during installation of trusses shall comply with TPI / WTCA BCSI 1. 9. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened to their supporting walls or beams with metal connectors as noted in the Truss Connection Schedule. 10. All gable ends shall be balloon framed or braced in accordance with the applicable detail as shown in the structural drawings. 11. Guardrails, handrails, and guard in -fill components (Balusters and Panel Fillers) shall be provided by others. 12. Engineered lumber (LVL, Parallam or LSL) shall meet the following minimum material specifications: LVL or Parallam LSL E=2,000,000 psi E=1,550,000 psi Fb=2,600 psi Fb=2,325 psi Fc =750 psi Fc =900 psi Fv=285 psi Fv=310 psi 13. Fasten plies of 1 Y4' wide engineered lumber as follows: 2 -ply beams with (3) rows of 0.131"x3'/4' nails @ 12"o.c. 3 -ply beams with (3) rows of 0.131"x3'/4' nails @ 8"o.c. (each side) 4 -ply beams with (2) rows of Simpson 6 %" long SDW screws @ 12" o.c. STRUCTURAL STEEL: 1. Structural steel shall conform to AISC Specifications for Design and Fabrication and Erection of Structural Steel for Buildings (latest editions). a. Welded Connections: AWS D1.1 b. Structural Steel plates: ASTM A36 (Fy=36 ksi) or ASTM A572 (Fy=50 ksi) c. Structural Steel W -shapes: ASTM A992 (Fy=50 ksi) d. Structural Steel Angles and Channels: ASTM A572 (Fy=50 ksi) e. Structural Steel Rectangular HSS or Tubes: ASTM A500 (Fy=50 ksi) f. Structural Steel Round HSS or Pipe: ASTM A500 (Fy=46 ksi) or ASTM A53 (Fy=35 ksi) 2. All structural steel connections and fabrications shall comply with AISC specifications. 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. 4. Holes required for bolted connections may be drilled or punched. Flame -cut holes shall not be used. 5. Bolts shall be installed to the "snug -tight" condition - u.o.n. 6. All structural steel shall be shop -painted with SSPC Paint 15 (red oxide) primer. Prior to painting, steelwork shall be cleaned per SSPC SP -6 "Commercial Blast Cleaning". 7. SSPC Paint 36 (polyurethane) shall be applied as the final coat to all structural steel surfaces exposed and visible to the exterior of the structure. 8. Field touch-up after installation where required to restore final finish. HARDWARE AND ANCHORS: 1. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie, United Steel Products (USP), or Engineer approved equal. 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM F1554, Grade 36. 3. All metal connectors and hardware which are exposed to the exterior or in contact with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per ASTM Al 53, Class C, or ASTM B695, Class 50. 4. Anchor adhesives shall be either SET -3G by Simpson Strong -Tie or HIT-HY 200 by Hilti with Florida Product Approval and installed according to the manufacturer's instructions. Holes shall be cleaned of all debris and brushed out prior to installation of anchor adhesive. ROOF COVERING: 1. The contractor shall be responsible for the design and installation of the roof covering system. 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the manufacturer's requirements. 3. Clay and tile roofs shall be installed per the "Concrete and Clay Roof Tile Installation Manual," and the manufacturer's requirements. 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed according to the manufacturer's requirements. 5. The contractor shall be responsible for the design and installation of all metal flashing and valley material. OFFICE COPY U C: E 0 I_- 0 4F V� - jJ : a . No. 50791 0 STAT 1F `� ' rrr ns �. S�© E I /f 1 -- 0 00 LO N N M 1_ o U_ (_? wCM c J _a) o Z •� O Y LU U o Q N o = N Z F - w co Cl) � Q o co w `3- Z o co LL� (� o Q N co co co co 0? 0 0 O M a co �r- 25846 0 a, 02-02-18 FLOYD S. SIMPSON, PE E FL PE No. 50791 c co L U 0 CU a� Metal Connector Fastening Schedule Simpson ID FL # MITEK/USP ID FL # Fas eners Anchorage (U.O.N.) A35 10446.1 MPA1 17244.23 (12) ).131" x 1Y2" n/a ABU44 - Z 10860.4 PAU44 - TZ 17239.13 (12) 0.162" x 2'/2" or (12) 0.162" x 3'/2" 5/8" w/ 7" embed ABU66 - Z 10860.4 PAU66 - TZ 17239.13 (12) .162" x 2'/2" or (12) 0.162" x 31/2" 5/8" w/ 7" embed CS 16 10852.2 RS150 17244.27 (11) D.148" x 3" in each end - (22) total n/a DSP 10456.1 RSPT6-2 17244.29 (8) 0 (6) 0.148" 148" x 11/2" into studs x 1'/2" into double plate n/a DTT2Z 10441.1 DTB-TZ 17219.1 (8)'/.1" x 1Y2" SDS Y2" w/41/2" embed (mono) & 7" embed (stem) GBC 10861.3 HC520 N/A (5) 0 (7) 0 131" x 1 Y2" into gable brace 131" x 2Y2" into double plate n/a H2.5A 10456.3 n/a: use RT7 17236.11 (5) 0 131" x 2Y2" in each end - (10) total n/a H2.5T 10446.8 n/a: use RT7 17236.11 (5) 0 131" x 1'/Z" in each end - (10) total n/a H3 10456.3 RT3A 17236.11 (4) 0 131" x 2Y2" in each end - (8) total n/a H6 10456.3 LFTA6 17244.17 (8) 0 131" x 2Y2" in each end - (16) total n/a H8 10446.8 RT8A 17236.11 (5) 0 148" x 1 Y2" in each end - (10) total n/a HDQ8 10441.3 n/a: use UPHD8 17219.6 (20) Y4" x3" SDS 7/8" w/ 12" embed HDU5 10441.4 PHD5 17219.4 (14) %4" x 2'/2" SDS 5/8" w/ 7" embed (mono) & 12" embed (stem) HDQ8 10441.4 PHD6 17219.4 (20) %4" x 3" SDS 7/8" w/ 12" embed HETA16 14473.3 HTA16 17680.4 (10) D.148" x 1Y2" 4" embed HTS20/24/30 10456.6 HTW20/24/30 17244.8 (10) ).148" x 3" in each end - (20) total n/a HTS M16/20 11473.12 HTWM16/20 6223.2 (8) 0 (4) ' (4)' 148" x 3" into wood " x 2'/4" Titen into CM U " x 13/4" Titen into concrete n/a HTT4 11496.6 HTT4 17324.2 (18) P.162" x 2'/2" 5/8" w/ 7" embed (mono) & 12" embed (stem) HTT5 11496.6 HTT5 17324.2 (26) .162" x 21/2" 5/8" w/ 7" embed (mono) & 12" embed (stem) LTP4 10446.13 MP4F 17244.24 (12) .131" x 11/2" n/a LSTA18 10852.6 LSTA18 17244.18 (7) 0 148" x 3" in each end - (14) total n/a LTS12 10456.7 LTW12 17244.8 (6) 0 148" x 3" in each end - (12) total n/a MSTA24 10852.9 MSTA24 17244.18 (9) 0 148" x 3" in each end - (18) total n/a MSTAM24 11473.11 MSTAM24 17325.1 (9) 0 (5)' (5)' 148" x 3" into wood " x 2Y4" Titen into CMU " x 13/4" Titen into concrete n/a MSTA30 10852.9 MSTA30 17244.18 (11) .148" x 3" in each end - (22) total n/a MSTA36 10852.9 MSTA36 17244.18 (13) .148" x 3" in each end - (26) total n/a MSTAM36 11473.11 MSTAM36 17325.1 (13) (8)' (8)' 1148" x 3" into wood " x 21/4' Titen into CMU " x 1%" Titan into concrete n/a MTS12/20 10456.8 MTW12/20 17244.8 (7) 0]148" x 3" in each end - (14) total n/a MTSM16/20 11473.12 HTWM16/20 6223.2 (7) 0 (4)' (4) ' 148" x 3" into wood " x 2'/4' Titen into CMU " x 13/4" Titen into concrete n/a PA51 13326.4 TA51 N/A (14) ).162" x 2'/2" or (14) 0.162" x 3Y2" 4" embed S P H4/6 10456.12 S PTH4/6 17244.32 (12) .148" x 11/2" n/a SSP 10446.1 RSPT6 17244.29 (4) 0 (3) 0 148" x 1Y2" into studs 148" x 1Y2" into double plate n/a STHD14 13326.7 STAD14 17230.3 1(30)0.148" x 3 Y4" 14" embed Notes: 1.) All connectors manufactured by Simpson Strong -Tie or MITEK/ 2.) Mono = monolithic concrete; stem = masonrystemwall or bond 3.) Anchorage refers to threaded anchors with noted diameters a SP (U.O.N.) beam d embedment depths Clay Masonry (Brick): 1. Brick shall conform to ASTM C62, C216, or C652 for Building Brick, Facing Brick, and Hollow Brick, respectively. Grade MW shall be used. 2. Brick veneer shall be anchored with approved ties spaced no more than 16" o.c. vertical and 16" o.c. horizontal. Additional ties shall be provided around all wall openings reater than 16" in either direction, and shall be spaced no more than 36" o.c. and placed within 12" of the openings. 3. Strand wire veneer ties shall not be less in thickness than No. 9 gage wire and shall have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. 22 gage by 7/8" corrugated and fastened with 1 3/" galvanized roofing nails. Adjustable or strand wire veneer ties shall be used at CMU walls. 4. Unless otherwise noted on the plans, a steel angle L4x4xl/4 shall be used for supporting brick veneer over openings. This angle will not be required for arched windows where brick is self-supporting. If the f ni length gt o the e ope ng exceeds 6-0" then the steel angle shall be attached to the wood framing with %" x 3" lag screws @ 12" o.c. or Simpson %4' x 3" SDS screws @ 12"o.c. WOOD FRAMING: 1. All wood framing has been designed in accordance with "National Design Specification (NDS) for Wood Construction," 2015 edition. 2. Southern Yellow Pine member design incorporates design values for all sizes and grades of visually graded Southern Yellow Pine dimension lumber per "Supplement No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber," published by the Southern Pine Inspection Bureau (SPIB). 3. All wood members exposed to weather or in contact with masonry, concrete or soil shall be treated with an appropriate preservative suitable for the exposure conditions. 4. If ACQ treatment is used on any wood member, then all nailing shall require hot -dipped galvanized nails meeting ASTM A153, Class C, or ASTM 8695, Class 50. If borate treatment is used then galvanizing is not required. 5. Prefabricated wood trusses shall comply with NDS and "National Design Standard for Metal Plate Connected Wood Truss Construction (TPI 1-2014)." 6. All trusses shall be designed by the Truss Manufacturer's registered Engineer. 7. The Truss Manufacturer shall submit shop drawings and design notes with a registered Engineer's seal for approval. Design notes shall include the rated load capacity of the truss to truss connectors, and the manufacturer's license to fabricate trusses utilizing the connector system proposed. The contractor shall approve fabrication and installation drawings showing size, shape and layout. 8. Jobsite handling and erection, including temporary bracing, during installation of trusses shall comply with TPI / WTCA BCSI 1. 9. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened to their supporting walls or beams with metal connectors as noted in the Truss Connection Schedule. 10. All gable ends shall be balloon framed or braced in accordance with the applicable detail as shown in the structural drawings. 11. Guardrails, handrails, and guard in -fill components (Balusters and Panel Fillers) shall be provided by others. 12. Engineered lumber (LVL, Parallam or LSL) shall meet the following minimum material specifications: LVL or Parallam LSL E=2,000,000 psi E=1,550,000 psi Fb=2,600 psi Fb=2,325 psi Fc =750 psi Fc =900 psi Fv=285 psi Fv=310 psi 13. Fasten plies of 1 Y4' wide engineered lumber as follows: 2 -ply beams with (3) rows of 0.131"x3'/4' nails @ 12"o.c. 3 -ply beams with (3) rows of 0.131"x3'/4' nails @ 8"o.c. (each side) 4 -ply beams with (2) rows of Simpson 6 %" long SDW screws @ 12" o.c. STRUCTURAL STEEL: 1. Structural steel shall conform to AISC Specifications for Design and Fabrication and Erection of Structural Steel for Buildings (latest editions). a. Welded Connections: AWS D1.1 b. Structural Steel plates: ASTM A36 (Fy=36 ksi) or ASTM A572 (Fy=50 ksi) c. Structural Steel W -shapes: ASTM A992 (Fy=50 ksi) d. Structural Steel Angles and Channels: ASTM A572 (Fy=50 ksi) e. Structural Steel Rectangular HSS or Tubes: ASTM A500 (Fy=50 ksi) f. Structural Steel Round HSS or Pipe: ASTM A500 (Fy=46 ksi) or ASTM A53 (Fy=35 ksi) 2. All structural steel connections and fabrications shall comply with AISC specifications. 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. 4. Holes required for bolted connections may be drilled or punched. Flame -cut holes shall not be used. 5. Bolts shall be installed to the "snug -tight" condition - u.o.n. 6. All structural steel shall be shop -painted with SSPC Paint 15 (red oxide) primer. Prior to painting, steelwork shall be cleaned per SSPC SP -6 "Commercial Blast Cleaning". 7. SSPC Paint 36 (polyurethane) shall be applied as the final coat to all structural steel surfaces exposed and visible to the exterior of the structure. 8. Field touch-up after installation where required to restore final finish. HARDWARE AND ANCHORS: 1. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie, United Steel Products (USP), or Engineer approved equal. 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM F1554, Grade 36. 3. All metal connectors and hardware which are exposed to the exterior or in contact with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per ASTM Al 53, Class C, or ASTM B695, Class 50. 4. Anchor adhesives shall be either SET -3G by Simpson Strong -Tie or HIT-HY 200 by Hilti with Florida Product Approval and installed according to the manufacturer's instructions. Holes shall be cleaned of all debris and brushed out prior to installation of anchor adhesive. ROOF COVERING: 1. The contractor shall be responsible for the design and installation of the roof covering system. 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the manufacturer's requirements. 3. Clay and tile roofs shall be installed per the "Concrete and Clay Roof Tile Installation Manual," and the manufacturer's requirements. 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed according to the manufacturer's requirements. 5. The contractor shall be responsible for the design and installation of all metal flashing and valley material. OFFICE COPY U C: E 0 I_- 0 4F V� - jJ : a . No. 50791 0 STAT 1F `� ' rrr ns �. S�© E I /f 1 -- 0 00 LO N N M 1_ o U_ (_? wCM c J _a) o Z •� O Y LU U o Q N o = N Z F - w co Cl) � Q o co w `3- Z o co LL� (� o Q N co co co co 0? 0 0 O M a co �r- 25846 0 a, 02-02-18 FLOYD S. SIMPSON, PE E FL PE No. 50791 c co L U 0 CU a� s U 0 0 0 F_L Z o co c ca O Z U a� U 0 o W W 0 E O U_ Q ... N IWJ Z � a a_J J -0 W > M UJ (3 c ~ U LY O r1.0011 COUNTY:DUVAL a'TS LRELEASE wU)NOT SCALE THIS DRAWING 02-02-18 c3 c REVIEWED FOR CODE COMPLIANCE w CITY OF ATLANTIC BEACH 2 SEE PERMITS FOR ADDITIONAL -0 REQUIREMENTS AND CONDITIONS = REVIEWED BY.-_122DATE: �U/ o O BY DJM DBY: ___ GENERAL NOTES S-1 a IT 50'-0" m Q O co Sig I ------------------- A ------------------ II T-8" I II RECESS SHOWER (SEE ARCHITECTUL PLAN) L - - - - - 2x10 TREATED LEDGER w/Y8" HDG ANCHOR BOLT @ 16" O.C. (ADHESIVE w/ 4" EMBEDMENT) 30"x 30"x 12" PAD FOOTING - WITH (3) #5 EACH WAY (TYPICAL) SEE DETAIL "E" ON SD -1 191-01, FOUNDATION PLAN 2'-3" IIL4ee�a��!!l��a■■ 9'-1" 50'-0" 8'4" 0w B N -SD - [-STEMWAL!j Lu 2 2'-3" V.*.*.*.*.*.'.*.*.*.*.*. CJ = SUGGESTED CONTROL JOINT = DENOTES TWO STORY ............. LOCATIONS FOOTING CONDITION 2 CONTRACTOR SHALL VERIFY ALL DIMENSIONS USING FINAL APPROVED FLOOR PLAN PRIOR co T— TO CONSTRUCTION. C) 0 --------- ----------------------------------- 80 ---------------- c\j E - — — — — — — — — — — — --- — — — — — — — — — — — m Q O co Sig I ------------------- A ------------------ II T-8" I II RECESS SHOWER (SEE ARCHITECTUL PLAN) L - - - - - 2x10 TREATED LEDGER w/Y8" HDG ANCHOR BOLT @ 16" O.C. (ADHESIVE w/ 4" EMBEDMENT) 30"x 30"x 12" PAD FOOTING - WITH (3) #5 EACH WAY (TYPICAL) SEE DETAIL "E" ON SD -1 191-01, FOUNDATION PLAN 2'-3" IIL4ee�a��!!l��a■■ 9'-1" 50'-0" 8'4" 0w B N -SD - [-STEMWAL!j Lu 2 2'-3" V.*.*.*.*.*.'.*.*.*.*.*. CJ = SUGGESTED CONTROL JOINT = DENOTES TWO STORY ............. LOCATIONS FOOTING CONDITION 2 CONTRACTOR SHALL VERIFY ALL DIMENSIONS USING FINAL APPROVED FLOOR PLAN PRIOR co T— TO CONSTRUCTION. C) 0 80 m Q O co Sig I ------------------- A ------------------ II T-8" I II RECESS SHOWER (SEE ARCHITECTUL PLAN) L - - - - - 2x10 TREATED LEDGER w/Y8" HDG ANCHOR BOLT @ 16" O.C. (ADHESIVE w/ 4" EMBEDMENT) 30"x 30"x 12" PAD FOOTING - WITH (3) #5 EACH WAY (TYPICAL) SEE DETAIL "E" ON SD -1 191-01, FOUNDATION PLAN 2'-3" IIL4ee�a��!!l��a■■ 9'-1" 50'-0" 8'4" 0w B N -SD - [-STEMWAL!j Lu 2 2'-3" V.*.*.*.*.*.'.*.*.*.*.*. CJ = SUGGESTED CONTROL JOINT = DENOTES TWO STORY ............. LOCATIONS FOOTING CONDITION 2 CONTRACTOR SHALL VERIFY ALL DIMENSIONS USING FINAL APPROVED FLOOR PLAN PRIOR co T— TO CONSTRUCTION. C) 0 CC) c\j E O LL 0 r �n z -m 0 = U) w < = c' : W 9'-1" 50'-0" 8'4" 0w B N -SD - [-STEMWAL!j Lu 2 2'-3" V.*.*.*.*.*.'.*.*.*.*.*. CJ = SUGGESTED CONTROL JOINT = DENOTES TWO STORY ............. LOCATIONS FOOTING CONDITION 2 CONTRACTOR SHALL VERIFY ALL DIMENSIONS USING FINAL APPROVED FLOOR PLAN PRIOR co T— TO CONSTRUCTION. C) 0 CC) c\j E O LL 0 r �n z -m 0 = U) w < = c' : W co CD co LLJ o co Li 0 C\! < co F.-: co U) O FLORIDA C.A. NUMBER: 25846 EIVS A N 50791 TE F FLO SON, PE FL RE No. 50791 COMMENTS: O to W 0 X P: 6 uu Z cn -j W Q J > C) ui LLl 0 C) JOB NUMBER 18-0011 I COUNTY, DUVAL )/4" = V-0" (U.O.N.) DO NOT SCALE THIS DRAWING RELEASE DATE: 02-02-18 REVISIONS: DRAWN BY: DJM CHECKED BY: FSS TITLE: FOUNDATION PLAN SHEET: S�2 1. INSTALL U MSTA30 STRAP AT EACH END OF GARAGE DOOR HEADER. NAIL STRAP INTO HEADER AND JACKS BELOW. 2. EMBEDDED STRAP AT EACH END OF GARAGE DOOR OPENING SEE DETAIL "F" ON SD -1 3. EACH GARAGE DOOR SHALL BE RATED FOR A MINIMUM DESIGN PRESSURE OF 18.4 psf± (2) 2x6 BUILT-UP POST (MIN.) (2) 1 a'x 11 a'LVL 2J 2K FULL HEIGHT WALL SHEATHING]� CONT. (2) SPANS 2 2x6 HEADER 2J 2K LJ Li — — — — — — — -------- rl SO (2) 2x6 BUILT-UP POST ALIGNED WITH TRUSS B01 ABOVE. INSTALL SOLID BLOCKING BETWEEN FLOORS WALL LAYOUT - FIRST FLOOR 2 2x8 HEADER 2J 2K 2 2x8 HEADER 2J 2K SW -3 — 2 2x8 HEADER 2J 2K (2) MIN NOTES: 11) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6) SPF No.2 I STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 10'-1 % U " - .O.N. 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 10'-1 YB" - U.O.N. 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS "BRITTLE" (STUCCO) - U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS. NOTE: INSTALL SOLID BLOCKING BETWEEN FLOORS AT ALL SECOND FLOOR BUILT-UP POSTS. z w Lu Y C/) 0 N W N 2 F x -� z N N O c� U L i TYPICAL ALL EXTERIOR WINDOW AND DOOR OPENINGS R SD -3 NOTE: THIS OPEN PORCH CEILING REQUIRES A MINIMUM %" SHEATHING. FASTEN WITH 6d COM OR BOX NAILS AT 6"O.C, ON EDGES AND 12"O.C. IN THE FIELD. NOTE: EACH EXTERIOR POST SHALL BE TREATED 44 POST ON ABU44-Z POST BASE. STRAP POST TO EACH BEAM ABOVE WITH (1) H6 -Z CLIP OR (1) MSTA24-Z. TYPICAL ALL POSTS - (LI.O.N.) SEE DETAIL "U ON SHEET SD -3 THREADED ROD LEGEND: • _ %" THREADED ROD FROM FOUNDATION TO DOUBLE PLATE. (4" MINIMUM EMBEDMENT REQUIRED) O = %" THREADED ROD FROM FOUNDATION TO UPPER FLOOR DOUBLE PLATE. (4" MINIMUM EMBEDMENT REQUIRED) O = HOLDOWN (AS NOTED) INSTALLED AT SILL SHEARWALL LEGEND: = NON-BEARING WALL O = BEARING WALL _ SW -6 _ o = SHEARWALLS FASTENED WITH U c CD a> c I OL c U) 0- X a> in O V. c c� 0 ao LO N N M E JO LL U W z� O U) w Y � Q n N o = N it w -D co 07 v o co � N W o Z C/) LL (D CD =) N Q C�D 1.-: ao U o v J O O or) r co 7 T �; FLORIDA C.A. NUMBER: 25846 O >, y}�Ui�nuU f�tQQi `` 0 z N .50791 3 S Tnc � COMMENTS cu c L O cri co (3) M ti a) K_, c ca C/) cu a� a (D U) a� S; COM (0.131"x 2Y2") NAILS @ U 3 m NAL O two a, 02-02-18 ON INTERMEDIATE SUPPORTS. FLOYD S. SIMPSON, PE E FL PE No. 50791 � COMMENTS cu c L O cri co (3) M ti a) K_, c ca C/) cu a� a (D U) a� S; COM (0.131"x 2Y2") NAILS @ U 3 m Cf.8d 6"O.C. ON EDGES AND 12"O.C. W ON INTERMEDIATE SUPPORTS. E J SW -3 _ E = SHEARWALLS FASTENED WITH o 8d COM (0.131"x 2%") NAILS @ Ll. 3"O.C. ON EDGES AND 12"O.C. cn H ON INTERMEDIATE SUPPORTS. N Z SBS = SHEATH BOTH SIDES OFCD = WALL a) AT INDICATED SHEARWALL O NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" AND m SHALL BE NAILED @ 3"O.C. TOP AND BOTTOM PER �-- DETAILS "A" & "B" ON SHEET SD -2- U.O.N. W WOOD FRAMED HEADER LEGEND: u i W SIZE a, OF HEADER w 2 2x HEADER J K QUANTITY QUANTITY OF JACKS OF KING STUDS NOTE: ALL WOOD FRAMED LOAD BEARING HEA-::RS BE MINIMUM (2) 2X6 No.2 OR BET" R w SYP. ALL EXTERIOR HEADERS SHALL BE 0 INSTALLED WITH MINIMUM (2) JACKS AND U) (1) KING STUD AT EACH HEADER. ALL INTERIOR LOAD BEARING HEADERS SHALL BE 00 INSTALLED WITH MINIMUM (1) JACK AND (1) KING STUD. (U.O.N.) O = � � m J H Z O a W m UOct Z I l J � Q J uj U r Lu O Of a 18-0011OUNTY: C DUVAL %" = V-0" (U.O.N.) DO NOT SCALE THIS DRAWING BY: DJM :DBY:__ WALL LAYOUT FIRST FLOOR S-3 WALL -------------------- --------------------/ YOUT- SECOND FLOOR 11 FULL HEIGHT WALL SHEATHING SSP CLIP TOP AND BOTTOM@ 32"O.C. AND a"x 4' SDS SCREWS THROUGH SOLE PLATE INTO EACH FLOOR TRUSS BELOW. (2) 2x6 BUILT-UP POST (MIN.) INSTALL SOLID BLOCKING BETWEEN FLOORS BALLOON FRAME WALLVITH 2x6 STUDS @ 8"0.C: _..._..._.. M6= (2) CS16 STRAP BETWEEN FLOORS (2) CS16 STRAP BETWEEN FLOORS ALIGNED WITH HOLDOWN BELOW:: ALIGNED WITH HOLDOWN BELOW 2 2x8 HEADER 2 2x6 HEADER 2 2x6 HEADER 2J 2K 2J 2K 2J 2K NOTES: 11) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF No.2 I STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 9'-18" - U.O.N. TYPICAL ALL EXTERIOR WINDOW AND DOOR OPENINGS w W Y � N W CO I N N N \-(2) CS16 STRAP BETWEEN FLOORS (2) CS16 STRAP BETWEEN FLOORS 2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 9'-1 %" - U.O.N. 3) THE SECOND FLOOR EXTERIOR WALL FINISH IS "FLEXIBLE" (SIDING) - U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS. NOTE: INSTALL SOLID BLOCKING BETWEEN FLOORS AT ALL SECOND FLOOR BUILT-UP POSTS. U c c m c W Ep N E 0 c O cn cn E L co LO CV N M E J O Ll U W C� > CU O c' Y 2) Q CV CD = it w co 07 v oCD CV W o z Cr U) Li (� o � N Q CO H Cb CX! J m O 00 r FLORIDA C.A. NUMBER: 25846 o1 ........... a) ca O c E 0 0 E c CV N K* N�.5t7791 ,: '0 • TE OF 02-02-18 FLOYD S. SIMPSON, PE FL PE No. 50791 HREADED ROD LEGEND:cu • = 8" THREADED ROD FROM FOUNDATION -a TO DOUBLE PLATE. (4" MINIMUM EMBEDMENT REQUIRED) 3 THREADED ROD FROM FOUNDATION m m TO UPPER FLOOR DOUBLE PLATE. a (4" MINIMUM EMBEDMENT REQUIRED) :z- HOLDOWN HOLDOWN (AS NOTED) INSTALLED AT SILL a, V fn �— SHEARWALL LEGEND: = NON-BEARING WALL o z m Oc O = BEARING WALL ° V c - SW -6_ _ .T O = SHEARWALLS FASTENED WITH o V 8d COM (0.131"x 2/2") NAILS @ 3: W W 6"O.C. ON EDGES AND 12"O.C. — u ON INTERMEDIATE SUPPORTS. _ SW -3 _ E O V Q O = SHEARWALLS FASTENED WITH o0 = O 8d COM (0.131 "x 2 z") NAILS @ •4 W Z (� 3"O.C. ON EDGES AND 12"O.C. a, D ON INTERMEDIATE SUPPORTS. J cn � a J SBS = SHEATH BOTH SIDES OF WALL LF- L AT INDICATED SHEARWALL 2 � W CD NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" AND SHALL BE NAILED @ 3"O.C. TOP AND BOTTOM PER W r Y DETAILS "A" & "B" ON SHEET SD -2- U.O N. a,O WOOD FRAMED HEADER LEGEND:aSIZE•� COUNTYOF HEADER w0011 DUVAL 2 %" = 1'-0" (U.O.N.) 2 2x HEADER CD DO NOT SCALE THIS DRAWING _J _K = RELEASE DATE: 02 -02-18 QUANTITY QUANTITY (3 REVISIUNS� OF JACKS OF KING STUDS c NOTE: �, DRAWN BY DJM ALL WOOD FRAMED LOAD BEARING HEADERS .a) CHECKED BY: SHALL BE MINIMUM (2) 2x6 No.2 OR BETTE W TITLE: SYP. ALL EXTERIOR HEADERS SHALL BE WALL LAYOUT INSTALLED WITH MINIMUM (2) JACKS AND -0 SECOND FLOOR OFFICE C Q (1) KING STUD AT EACH HEADER. ALL 00 SHEET INTERIOR LOAD BEARING HEADERS SHALL �E � INSTALLED WITH MINIMUM (1) JACK AND (1) KING STUD. (U.O.N.) oN O 0 1. INSTALL U MSTA30 STRAP AT EACH END OF GARAGE DOOR HEADER. NAIL STRAP INTO HEADER AND JACKS BELOW. 2. EMBEDDED STRAP AT EACH END OF GARAGE DOOR OPENING SEE DETAIL "F" ON SD -1 8" TYPICAL HTT5 HOLDOWN HOLDOWN DTT2-Z HOLDOWN ALIGNED WITH STRAPS ABOVE HTT5 HOLDOWN ...................:...:................................ ............. HTT5 HOLDOWN III LSTA18 EACH LSTA18 EACH END OF HEADER HTT5 I END OF HEADER HOLDOWNIII HTT5 HT HOLDOWN HOLDOWN ui Ilk I TIE -DOWN LAYOUT - FIRST FLOOR NOTE: EACH EXTERIOR POST SHALL BE TREATED 44 POST ON ABU44-Z POST BASE. STRAP POST TO EACH BEAM ABOVE WITH (1) H6 -Z CLIP OR (1) MSTA24-Z. TYPICAL ALL POSTS - (U.O.N.) SEE DETAIL "U ON SHEET SD -3 0 DOUBLE PLATE 3"x 3"x%" WASHER THREADED ROD ASSEMBLY WITH NUT 2x_ FRAMING (BELOW DOUBLE PLATE) (2) ROWS OF 0.131" x 3'/a" NAILS @ 12"O.C. ISPH_ CLIP OVER DOUBLE PLATE ALTERNATE: MSTA24 STRAP LOOPED OVER DOUBLE PLATE WITH (6) 1 O x 1 Y2" NAILS �-� INTO EACH SIDE OF STUD A \ DETAIL - THREADED ROD AT 90 DEGREE CORNER S-5 THREADED ROD LEGEND: _ %" THREADED ROD FROM FOUNDATION TO DOUBLE PLATE.(4" MINIMUM EMBEDMENT REQUIRED) O = 8" THREADED ROD FROM FOUNDATION TO UPPER FLOCP DOUBLE PLATE. (4" MINIMUM EMBEDMENT REQUIRED) p = HOLDOWN (AS NOTED) INSTALLED AT SILL PLATE = HOLDOWN (AS NOTED) INSTALLED AT SILL WITH ROD CCJPLER a" THREADED ROD FROM FOUNDATION TO UPPER FLOOR DOUBLE PLATE. c: c O; � � l v � 00 N N M E J O LL U LLi J � > O c' U) _ J w Y 2) U 3r rTl W N C = N 2� it 3 w 3 Z) CD U) M v . o N W o Z rn WOo N Q H 0c) U) OC! 0 � J m oa 1 v T FLORIDA C.A. NUMBER: 25846 till 111unudiftyt IN �G •• ' S �� s .• • NO.5 91 ' o s Fa a ° ° e � � •;; , OFAg .`. 1111111sliff 11, 02-02-18 FLOYD S. SIMPSON, PE FL PE No. 50791 COMMENTS: m J U Z O U W W c; o a _ _ z o o � J � ~ J � Q LLJ W Ur Z W_ Lu 0 J U 10 w - JOB JOB NUMBER: 18-0011 COUNTY: DUVAL %" =1'-0" (U.O.N.) DO NOT SCALE THIS DRAWING RELEASE DATE: 02-02-18 BY: DJM [DRAWN ECKED BY: SSLE: TIE -DOWN LAYOUT FIRST FLOOR SHEET, S-5 OVERHANG I EXTEND RAFTER PAST DIAGONAL 0.131"x 3" NAILS @ 8" O.C. ROOF SHEATHIN STAGGERED ACROSS INCREASE NAIL SIZE TO ALL INTERSECTING MEMBERS 0.120"x 3" RING SHANK IN THROUGH TRUSS INTO RAFTER OVERHANG AREA FROM OPPOSITE SIDES OF NOTCH 1x6 T&G DECKIN ' 2x6 RAFTER SLOTTED INTO GAP RE -ENGINEERED TRUSS BETWEEN CORNER HIP JACKS FARING WALL LOWER RAFTER TO ALIGN WITH BOTTOM OFT & G ELEVATION 2x6 RAFTER SLOTTED INTO GAP BETWEEN CORNER HIP JACKS LOWER RAFTER TO ALIGN WITH BOTTOM OF T & G BEARING WALL PRE-ENGINEERED HIP TRUSS PLAN VIEW A CORNER HIP RAFTER DETAIL S-6 V-8" OVERHANG 3'4" TRUSS ID LEFT TS24 TRUSS AT A13 HTS24 HTS24 _j a) > c z� O c) ✓ ✓os J01 J02 J03 J03 J02 J01 O� 00 r 6 0 C140 cf)0 N 0 o Q M Q 0 Q CD Q H2.5T OR SDWC 15600 A06(2) 00 B07(6) CD CD C) m O 0 0 0 W o = CDW � I�'� rT1 W N w on � C) II II �- C/)M � �� p ✓m c U) 0 N w rn o cf) Ll_ on 4= CD N Q HTS24 ATJI TRUSS U ~cq C:> rn OJ 0 -a 0 0 � U L y "o Z o o -' cz c m 0 � TS24 TRUSS AT 0 T ROOF SHEATHING INCREASE NAIL SIZE TO 0.120"x 3" RING SHANK IN OVERHANG AREA 1x6 T&G DECKI 2x6 RAFTER SISTERED TO SIDE OF TRUSS. LOWER RAFTER TO ALIGN WITH BOTTOM OF T&G (i.e. RAFTER IS NOT CUT OR NOTCHED) RAFTER TAIL DETAIL 0.131"x 3" NAILS @ 8" O.C. STAGGERED ACROSS ALL INTERSECTING MEMBERS "PRE-ENGINEERED TRUSS NG WALL ELEVATION 2x6 RAFTER SISTERED TO SIDE OF TRUSS. LOWER RAFTER TO ALIGN WITH BOTTOM OF T&G (i.e. RAFTER IS NOT CUT OR NOTCHED) NGINEERED TRUSS BEARING WALL PLAN VIEW O m Im L INTO SOLID F02(8) F07(3) F01 F04 F06 n I I II II CO3 I� I� CO2 �I II C01 II 03 II II 30 02 30 J01 II �I 01 �-b = ROOF/FLOOR LAYOUT- LOWER LEVEL J01 J03 2x10 LEDGER w/ (6) 0.131" x 3" NAILS @ 16" O.C. (EACH STUD / INTERSECTING TRUSS WEB) NOTE: H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR SIDE OF THE WALL. TRUSS CONNECTOR SCHEDULE TRUSS ID LEFT INTERMEDIATE RIGHT A13 HTS24 HTS24 _j a) > c z� O c) N E j ALL TRUSSES -U.O.N. H2.5T OR SDWC 15600 H2.5T OR SDWC 15600 H2.5T OR SDWC 15600 NOTE: 1) ALL TRUSS CONNECTORS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD. UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS SHALL BE DISREGARDED. 2) THE TRUSS LAYOUT AND NUMBERING SYSTEM SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR APPROVAL BY THE ENGINEER OF RECORD AND THE CONTRACTOR. 3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD. 4) HTS24 / HTS30 STRAPS MAY BE INSTALLED ON THE INTERIOR SIDE OF WALL. 5) REFER TO MANUFACTURER'S INSTALLATION DETAILS WHEN USING SDWC SCREWS. U C � r l• C m co cm cmi �4 uJ N W N A M E C = J O LL J E E 0 c N"'04 _j a) > c z� O c) N E j Y cm U C c W o = CDW � I�'� rT1 W N w on � �- C/)M � �� p ✓m c U) 0 N w rn o cf) Ll_ on 4= CD N Q C U ~cq C:> rn OJ 0 -a 0 0 � c N on a FLORIDA C.A. NUMBER: 25846 oKOO ' ate-' \\\\\\r\no \0 • • •oo ' • S •'�� rr,'�i''1 o /No. 07 s OF E 0 a`) 1 02-02-18 c I FLOYD S. SIMPSON, PE cu FL PE No. 50791 � COMMENTS m C 0 0 U a� 0 0 c a> L cu U) cm a a c c� v� c U) m vi (D m U) a� c rn on a� c co cu 0 cm c ca L a) U) 0 U 0 0 U L Z o cz c m 0 � V 0 T _ U o 0 � cu W Lu E o L Q 1- O 0 .� LJJ Z N � J J � U UJ�LJOBNUMBER: r c COUNTY18-0011 DUVAL w)/4" = V-0" (U.O.N.) a� on DO NOT SCALE THIS DRAWING a- DRAWN BY: a, DJ M c 'p� CHECKED BY: c FSS W TITLE: TRUSS LAYOUT NLOWER LEVEL = SHEET: 00 ------- ---- — — — — ------------------------------------------�-I I� II II II II II II II II II I� II II HTS24 A" TRUS; II II II II II II II I L— — — — — — — — — — — — — — — — — — — — — HTS24 Al TRUS; ROOF TRUSS LAYOUT AT AT +.1 NOTE: H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR SIDE OF THE WALL. TRUSS CONNECTOR SCHEDULE TRUSS ID LEFT INTERMEDIATE RIGHT D01 HTS24 o 0 0 J 12(l 0) 0 0 o h HTS24 ALL TRUSSES -U.O.N. H2.5T OR SDWC 15600 H2.5T OR SDWC 15600 H2.5T OR 1 SDWC 15600 cn w Y � 1 n W N O = N u CD C l\/) p CD N w J07 o z rn U J07 J08A N (D CD =) N Z ¢ m J08A J09 ........ ..... ......... .............. . c J09 O co m �1= -HTS24 i TRUS,' 7+ D02 U D03 � a Lu w D04 w m E D05 o a ..................................... ................ ..............: .... ....... . D04 D03 o z � D02 �c ............ ... ::::::::::::::::-::: ::::::..... ....................... D06TRUS -HTS24 uj a > 09 M " w c o s co 04 w 6 w O w J07 a> lill J BNUMBER: u I -I u �-L-Jil I ✓�� DUVAL ' 0), N — J 12 10 ( ) 0 0 CD �1 -'j✓�j -� -� EI E -� -j --) ROOF TRUSS LAYOUT AT AT +.1 NOTE: H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR SIDE OF THE WALL. TRUSS CONNECTOR SCHEDULE TRUSS ID LEFT INTERMEDIATE RIGHT D01 HTS24 HTS24 D06 HTS24 w � HTS24 ALL TRUSSES -U.O.N. H2.5T OR SDWC 15600 H2.5T OR SDWC 15600 H2.5T OR 1 SDWC 15600 NOTE: 1) ALL TRUSS CONNECTORS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD. UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS SHALL BE DISREGARDED. 2) THE TRUSS LAYOUT AND NUMBERING SYSTEM SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR APPROVAL BY THE ENGINEER OF RECORD AND THE CONTRACTOR. 3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED AS LISTED, DO NOT SUBSTITUTE WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD. 4) HTS24 / HTS30 STRAPS MAY BE INSTALLED ON THE INTERIOR SIDE OF WALL. 5) REFER TO MANUFACTURER'S INSTALLATION DETAILS WHEN USING SDWC SCREWS. E 2 U ti ED FLORIDA C.A. NUMBER: 25846 22 1 SIA4, s ' No. 507 1; STAT O Q �_ /ONAI. 0 02-02-18 FLOYD S. SIMPSON, PE FL PE No. 50791 X14 m a m m N N m co E JO u- U w � Z O c' f�� cn w Y � 1 n W N O = N u CD C l\/) p CD N w o z rn U N (D CD =) N Z ¢ m ED FLORIDA C.A. NUMBER: 25846 22 1 SIA4, s ' No. 507 1; STAT O Q �_ /ONAI. 0 02-02-18 FLOYD S. SIMPSON, PE FL PE No. 50791 X14 m a m m m U C CL0 O U N Z O c O co m 7+ U � a Lu w w m E o a v o z � a �c uj a > w c Z w 6 w O w a> J BNUMBER: COUNTY. cm '-0( DUVAL w %" = V-0" (U.O.N.) y DO NOT SCALE THIS DRAWING = RELEASE DATE, 02-02-18 U C N DRAWN BY: DJM O G .a) CHECKED BY: c FSS w TITLE: a) ROOF TRUSS LAYOUT = SHEET: 00 O CV BRICK VENEER WITH 1" AIR SPACE AND WALL TIES CONT. FLASHING; PROVIDE WEEP HOLES @ 33"O.C. GROUT AIR SPACE BELOW FLASHING SILL PLATE CONCRETE SLAB (1)#5 CONT. <8" CMU STEMWALL WITH (1) #4 @ 48"O.C. / \////, AND IN EACH CORNER. 0 0 \ j/\\%j FILL CELL SOLID AT EACH #4 REBAR. \\ • ° ° \j��\ HOOK REBAR 12" INTO SLAB AND 6" INTO FOOTING. 1'-8" ONE STORY 2 #5 CONT. V-8" TWO STORY (3) #5 CONT. SECTION - STEMWALL WITH BRICK NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. /,--SILL PLATE CONCRETE SLAB GRADE p) #5 CONT. 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. C) \///�\/j AND IN EACH CORNER. \\/ • \\/\\/j FILL CELL SOLID AT EACH #4 REBAR. HOOK REBAR 12" INTO SLAB AND 6" INTO FOOTING. 6� X V-8" ONE STORY 2 #5 CONT. TWO STORY - (3) #5 CONT. 1 SECTION - STEMWALL NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. BRICK VENEER WITH 1"AIRSPACE AND WALL TIES CONT. FLASHING; PROVIDE WEEP HOLES @ 33"O.C. GROUT AIRSPACE BELOW FLASHING SILL PLATE (1) #5 CONT. //--FILL JOINT WITH ELASTOMERIC JOINT FILLER CONCRETE SLAB GRADE \/�\1/\� �8" CMU STEMWALL WITH (1) #4 @ 48"O.C. C=) \ \/ °. \//j AND IN EACH CORNER. \/ \/\\/\ FILL CELL SOLID AT EACH #4 REBAR. \\/ • ° \j\\�/ HOOK REBAR 12" INTO UPPER COURSE OF BLOCKS AND 6" INTO FOOTING. 6" 1'-8" ONE STORY - (2) #5 CONT. 1'-8" TWO STORY - (3) #5 CONT. 1 SECTION - STEMWALL AT GARAGE WITH BRICK NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. SILL PLATE �- (1) #5 CONT. FILL JOINT WITH ELASTOMERIC JOINT FILLER CONCRETE SLAB GRADE /j//�(//\ \�8" CMU STEMWALL WITH (1) #4 @ 48"O.C. CD \/ ° \(�j\//�� AND IN EACH CORNER. CELL SOLID AT EACH #4 REBAR. / HOOK REBAR 12" INTO UPPER COURSE OF BLOCKS AND 6" INTO FOOTING. 6" V-8" ONE STORY - (2) #5 CONT. V-8" TWO STORY - (3) #5 CONT. SECTION - STEMWALL AT GARAGE NOTE: IF STEMW/• I_L HEIGHT EXCEEDS 48" CONTACT ENGINEER I -OR ADDITIONAL REQUIREMENTS. BRICK VENEER WITH 1" AIR SPACE AND WALL TIES CONT. FLASHING; PROVIDE WEEP HOLES @ 33"O.C. GROUT AIR SPACE BELOW FLASHING a � SILL PLATE N GRADE CONCRETE SLAB co C? z 00 0 5" V-5" ONE STORY 3 #5 CONT. 1'-9" TWO STORY - (3) #5 CONT. SECTION - MONOLITHIC WITH BRICK SILL PLATE N CONCRETE SLAB GRADE 00 o X N z 00 o V-0" ONE STORY 2 #5 CONT. 1'-4" TWO STORY - (2) #5 CONT. SECTION - MONOLITHIC BRICK VENEER WITH 1"AIRSPACE AND WALL TIES CONT. FLASHING; PROVIDE WEEP HOLES @ 33"O.C. GROUT AIR SPACE BELOW FLASHING SILL PLATE HEIGHT OF CURB VARIES (8"MAX.) CONCRETE SLAB V-5" ONE STORY - (3) #5 CONT. V.9" TWO STORY - (3) #5 CONT. SECTION - MONOLITHIC AT GARAGE WITH BRICK X SILL PLATE N 6" MIN. HEIGHT OF CURB VARIES (8" MAX.) O° GRADE CONCRETE SLAB o c ONE STORY 2 #5 CONT. 1' 4" TWO STORY - (2) #5 CONT. SECTION - MONOLITHIC AT GARAGE CONCRETE SLAB I I ---- GRADE �//\x \ \/\ \/\\ (1) #5 CONT. ADD 8" x 16" CMU TO INSIDE OF STEMWALL AT POST LOCATION WITH i \\//\\ • �' //\\//�\ 1 #4 VERTICAL IN EACH AS NOT :D REINFORCEMENT (AS NOTED) E SECTION - PAD FOOTING AT PORCH STEMWALL SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGIN.ER FOR ADDITIONAL REQUIREMENTS. CONCRETE SLAB (AS NOTED) I REINFORCEMENT (AS NOTED) 1 SECTION - PAD FOOTING AT PORCH THICKENED EDGE a. ° °,.. a.. —��— \°\/i\\/\\ NOTE: REINFORCEMENT IS NOT REQUIRED ALTERNATE: INSTALL MSTAM36 STRAPS IN LIEU OF EITHER PA -51 STRAP OR STHD14 STRAP (SEE DETAIL R ON SHEET SD -1) TO PASS THROUGH SLOTS IN STRAP. F DETAIL - PA51 INSTALLATION STEMWALL DETAIL - STHD14 INSTALLATION MONOLITHIC SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. F — — SHOWER AREA r — ; j SHOWER AREA ---- MONOLITHIC FOOTING I - I 8" CMU STEMWALL FO ;M EDGE PLA q VIEW PLAN VIEW e CONCRETE SLAB SECTION - THICKENED EDGE 3" MAXIMUM OVERHANG (OPTIONAL) CONCRETE SLAB GRADE //\\ \� (1) #5 CONT. \\/'\\//N \\�8" CMU STEMWALL WITH (1) #4 @ 48"O.C. /\/%AN D IN EACH CORNER. FILL CELL SOLID AT EACH #4 REBAR. �,\/ • ° �.\/j\/% HOOK REBAR 16" INTO PORCH SLAB /j AND 6" INTO FOOTING. 6" 1'-8" (2) #5 CONT. SECTION - PORCH STEMWALL NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS, SILL PLATE 6" MIN. (1) #4 CONT. SILL PLATE HEIGHT OF CURB VARIES Q - CONCRETE SLAB CONCRETE SLAB N (1)#4CONT. 000 - -° 6" MIN. HEIGHT OF CURB VARIES (8" MAX.) j \\\//\\//\\ \\\700 GRADE --\CONCRETE SLAB (1) #5 CONT. ADE /\ \\j/\\j/\\j GRADE \ \ \ \ \ 8' CMU STEMWALL WITH 1 #4 @ 48"O.C. \ AND IN EACH CORNER. 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. S' z j //\// , �,//\//\. � \j\\/\\ g\\�\\/ �, .�..a/\\ o \\/ \\.' FILL CELL SOLID AT EACH #4 REBAR. AND IN EACH CORNER. ' / / `s'�\ j ' - / \/\j HOOK REBAR 16" INTO PORCH SLAB AND FILL CELL SOLID AT EACH #4 REBAR. �i/\// //\//\/ ///�//\�// \\ • ° \%�\\ 6" INTO FOOTING. HOOK REBAR 12" INTO SLAB AND 6" INTO 61, FOOTING. V-0" ONE STORY 2 #5 CONT. 6" 1' 8" ONE STORY 2 #5 CONT. 1'4" TWO STORY - (2) #5 CONT. 1'-8" (2) #5 CONT. V-8" TWO STORY - (3) #5 CONT. - G SECTION STEMWALL AT EXTERIOR WALL SHOWER SECTION - MONOLITHIC AT EXTERIOR WALL SHOWERM SECTION - PORCH STEMWALL WITH BRICK SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. NOTE: SAW -CUT CONTRACTION JOINTS (i.e. CONTROL JOINTS) AS SOON AS THE CONCRETE HAS HARDENED ENOUGH SILL PLATE NOT TO BE DAMAGED DURING THE CUTTING PROCESS. SILL PLATE (TYPICALLY 1 - 4 HOURS IN WARM WEATHER) CONCRETE SLAB CURB HEIGHT VARIES CONCRETE SLAB FILL CUT WITH 1" DEEP x%" WIDE SAW -- ELASTOMERIC CUT AT DENOTED -- ---. --°—_. -a-�— ° w FILLER LOCATIONS. O ° ° ° /\\///�j ° .. *a. - fid'. /\\//\/ > \\�\s\/// O 1' 4" ONE STORY 2 #5 CONT. 1'4" ONE STORY 2 #5 CONT. CONCRETE SLAB 1' 8" TWO STORY - (3) #5 CONT. 1'-8" TWO STORY - (3) #5 CONT. H SECTION - INT RIOR BEARING J SECTION - BEARING STEPDOWN SECTION - TYPICAL SAW -CUT CONTROL JOINT SD -1 SD -1 cn 0 U) w ¢ 0 0 z J Q' Q H= Z Cn �o OQ U o � x z U c � c v m c 00 C� ` CV W CV 21 M E J O W U Lei = J � E m O z• c O c' O U1) W cn E U ¢ .n W O = CV BEARING POST (AS NOTED) �T CONCRETE SLAB 2 C/) m cnn x f—� o CD o —a -a ----=--- CT fV W 9 c Z o \°o 0 CO (AS NOTED) REINFORCEMENT (AS NOTED) � � o -c O rn ca n_ n 00 SECTION - INTERIOR BEARING PAD FOOTING J+ C co O m c m N U) a FLORIDA C.A. NUMBER: 25846 0 iN�payh{ fns CONCRETE SLAB •;EIV s g Sic • •e CURB HEIGHT VARIES o No. 50 11. • STATE OF E : c P.•� •RID•.• � ¢ c FLOYD S. SIMPSON, PE E FL PE No. 50791 PA51 STRAP NAILED TO GARAGE a N c m 0 DOOR POST. BEND STRAP INTO STHD14 STRAP NAILED TO Z: U- c ca SECTION - NON-BEARING STEPDOWN0 FOOTING AS SHOWN. GARAGE DOOR POST. o < N O 0 c c� ? EMBED STRAP INTO FOOTING a c c`a SHOWN. c c� m U)AS r U) vS c� m U) a� x O #4 WITH 6" HOOK INTO FOOTING 65 ¢ z (2) MSTAM36 Z STRAPS ui NAIL EACH STRAP TO CRIPPLE STUD ZA c' a� AND BENT 12" MINIMUM INTO 1 WITH (13) 10d COM NAILS tj FASTEN STRAP TO FOUNDATION THICKENED EDGE. '- WALL WITH (8)%" x 2%" CONCRETE SCREWS ` INTO MASONRY OR 8) Y4" x 1 %a" CONCRETE a ►_- GRADE SCREWS INTO CONCRETE. CONCRETE a, SCREWS SHALL BE POWERS "TAPPER" WITH a. ° °,.. a.. —��— \°\/i\\/\\ NOTE: REINFORCEMENT IS NOT REQUIRED ALTERNATE: INSTALL MSTAM36 STRAPS IN LIEU OF EITHER PA -51 STRAP OR STHD14 STRAP (SEE DETAIL R ON SHEET SD -1) TO PASS THROUGH SLOTS IN STRAP. F DETAIL - PA51 INSTALLATION STEMWALL DETAIL - STHD14 INSTALLATION MONOLITHIC SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. F — — SHOWER AREA r — ; j SHOWER AREA ---- MONOLITHIC FOOTING I - I 8" CMU STEMWALL FO ;M EDGE PLA q VIEW PLAN VIEW e CONCRETE SLAB SECTION - THICKENED EDGE 3" MAXIMUM OVERHANG (OPTIONAL) CONCRETE SLAB GRADE //\\ \� (1) #5 CONT. \\/'\\//N \\�8" CMU STEMWALL WITH (1) #4 @ 48"O.C. /\/%AN D IN EACH CORNER. FILL CELL SOLID AT EACH #4 REBAR. �,\/ • ° �.\/j\/% HOOK REBAR 16" INTO PORCH SLAB /j AND 6" INTO FOOTING. 6" 1'-8" (2) #5 CONT. SECTION - PORCH STEMWALL NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS, SILL PLATE 6" MIN. (1) #4 CONT. SILL PLATE HEIGHT OF CURB VARIES Q - CONCRETE SLAB CONCRETE SLAB N (1)#4CONT. 000 - -° 6" MIN. HEIGHT OF CURB VARIES (8" MAX.) j \\\//\\//\\ \\\700 GRADE --\CONCRETE SLAB (1) #5 CONT. ADE /\ \\j/\\j/\\j GRADE \ \ \ \ \ 8' CMU STEMWALL WITH 1 #4 @ 48"O.C. \ AND IN EACH CORNER. 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. S' z j //\// , �,//\//\. � \j\\/\\ g\\�\\/ �, .�..a/\\ o \\/ \\.' FILL CELL SOLID AT EACH #4 REBAR. AND IN EACH CORNER. ' / / `s'�\ j ' - / \/\j HOOK REBAR 16" INTO PORCH SLAB AND FILL CELL SOLID AT EACH #4 REBAR. �i/\// //\//\/ ///�//\�// \\ • ° \%�\\ 6" INTO FOOTING. HOOK REBAR 12" INTO SLAB AND 6" INTO 61, FOOTING. V-0" ONE STORY 2 #5 CONT. 6" 1' 8" ONE STORY 2 #5 CONT. 1'4" TWO STORY - (2) #5 CONT. 1'-8" (2) #5 CONT. V-8" TWO STORY - (3) #5 CONT. - G SECTION STEMWALL AT EXTERIOR WALL SHOWER SECTION - MONOLITHIC AT EXTERIOR WALL SHOWERM SECTION - PORCH STEMWALL WITH BRICK SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. NOTE: SAW -CUT CONTRACTION JOINTS (i.e. CONTROL JOINTS) AS SOON AS THE CONCRETE HAS HARDENED ENOUGH SILL PLATE NOT TO BE DAMAGED DURING THE CUTTING PROCESS. SILL PLATE (TYPICALLY 1 - 4 HOURS IN WARM WEATHER) CONCRETE SLAB CURB HEIGHT VARIES CONCRETE SLAB FILL CUT WITH 1" DEEP x%" WIDE SAW -- ELASTOMERIC CUT AT DENOTED -- ---. --°—_. -a-�— ° w FILLER LOCATIONS. O ° ° ° /\\///�j ° .. *a. - fid'. /\\//\/ > \\�\s\/// O 1' 4" ONE STORY 2 #5 CONT. 1'4" ONE STORY 2 #5 CONT. CONCRETE SLAB 1' 8" TWO STORY - (3) #5 CONT. 1'-8" TWO STORY - (3) #5 CONT. H SECTION - INT RIOR BEARING J SECTION - BEARING STEPDOWN SECTION - TYPICAL SAW -CUT CONTROL JOINT SD -1 SD -1 cn 0 U) w ¢ 0 0 z J Q' Q H= Z Cn �o OQ U o � x z U c � c v m c 00 C� ` CV W CV 21 M E J O W U Lei = J � E m O z• c O c' O U1) W cn E U ¢ .n W O = CV BEARING POST (AS NOTED) �T CONCRETE SLAB 2 C/) m cnn x f—� o CD o —a -a ----=--- CT fV W 9 c Z o \°o 0 CO (AS NOTED) REINFORCEMENT (AS NOTED) � � o -c O rn ca n_ n 00 SECTION - INTERIOR BEARING PAD FOOTING J+ C co O m c m N U) a FLORIDA C.A. NUMBER: 25846 0 iN�payh{ fns CONCRETE SLAB •;EIV s g Sic • •e CURB HEIGHT VARIES o No. 50 11. • STATE OF PAVERS BY OTHERS — a) U n - e" GALV. ANCHOR EMBEDDED •JOJOBNUMBER:COUNTY 12" (SET -XP ADHESIVE) Lu 18-0011 DUVAL .e a� Yz" = V-0" (U.O.N.) N DO NOT SCALE THIS DRAWING .^ = RELEASE DATE: s r . 8" TALL, 12" SQUARE GROUTED v 02-02-18 o CMU OR CAST -IN-PLACE CONCRETE PEDESTAL ON 24"X 24"X 12" PAD (DDRawN By FOOTING WITH (2) #5 EACH WAY 2 DJM CHECKED BY: FSS 2' D" OFFICE COY � TITLE: a FOUNDATION DETAILS = SHEET: DETAIL - PAD FOOTING AT PAVERS °° 0 N O E : c P.•� •RID•.• � 8" (1) #4 CONT. c FLOYD S. SIMPSON, PE E FL PE No. 50791 COMMENTS: c m 0 c ca SECTION - NON-BEARING STEPDOWN0 0- 0 O U N O 0 c c� c c`a c c� m vS c� m U) a� (2) MSTAM36 Z STRAPS ui NAIL EACH STRAP TO CRIPPLE STUD ZA c' a� ' WITH (13) 10d COM NAILS FASTEN STRAP TO FOUNDATION t° WALL WITH (8)%" x 2%" CONCRETE SCREWS INTO MASONRY OR 8) Y4" x 1 %a" CONCRETE a SCREWS INTO CONCRETE. CONCRETE a, SCREWS SHALL BE POWERS "TAPPER" WITH PERMA-SEAL FINISH OR EQUAL. STRAP SHALL BE COVERED WITH SIDING OR U) m STUCCO Y NOTE: J V THIS DETAIL MAY BE SUBSTITUTED FOR EITHER THE PA51 STRAP (STEMWALL) OR Q THE STHD14 STRAP (MONOLITHIC). o Z o O DETAIL - ALTERNATE FOR PA51 STRAP OR c o 0 STHD14 STRAP U) a CZ W W m m Eo v Q o = o .U) ujZ C7 m Q Q � uj Q M Uj TREATED POST w � 0' w o ABU POST BASE WITH a) J PAVERS BY OTHERS — a) U n - e" GALV. ANCHOR EMBEDDED •JOJOBNUMBER:COUNTY 12" (SET -XP ADHESIVE) Lu 18-0011 DUVAL .e a� Yz" = V-0" (U.O.N.) N DO NOT SCALE THIS DRAWING .^ = RELEASE DATE: s r . 8" TALL, 12" SQUARE GROUTED v 02-02-18 o CMU OR CAST -IN-PLACE CONCRETE PEDESTAL ON 24"X 24"X 12" PAD (DDRawN By FOOTING WITH (2) #5 EACH WAY 2 DJM CHECKED BY: FSS 2' D" OFFICE COY � TITLE: a FOUNDATION DETAILS = SHEET: DETAIL - PAD FOOTING AT PAVERS °° 0 N O U C � C V 00 N i DOUBLE PLATE (TYPICAL DOUBLE PLATE SPLICE) NOTE: REFER TO DETAIL "S" ON SD -3 FOR NAILING JACKS AND KING STUDS REQUIREMENTS AROUND OPENINGS IN WALL TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT (AS NOTED) 48" MINIMUM SPLICE LENGTH ... -� HEADER MINIMUM NAILING OF TYPICAL HEADER TO KING STUD CONNECTION HEADER (AS NOTED) (16) 0.131"x 3" NAILS IN THIS ZONE. (SEE DETAIL "E" ON SD -2) I (2) 2x— SYP #2 DOUBLE PLATE (U.O.N.) NAIL NAILS AS NOTED PLATES WITH 0.131"x 3" NAILS @ 8"O.C. 2x_ BLOCKING (TYPICAL) IN TABLE -NAIL EACH PLY OF KING AND JACK STUDS TOGETHER WITH ( STAGGERED 1 JOINT IN LOWER PLATE JOINT IN UPPER PLATE 0.131"x 3" NAILS @ 6"O.C. STAGGERED � � (3) 0.131"x 3/a" TOENAILS AT EACH TYPICAL STUD TO DOUBLE PLATE END (TYPICAL) JACK STUD JACK STUD AND KING CONNECTION NAIL EACH SILL PLY TO KING STUD KING STUDS STUD REQUIREMENTS i (SEE DETAIL "G" ON SD -2) WITH (3) 0.131"x 3%" NAILS - TOENAIL I (SEE WALL LAYOUT) OR ENDNAIL (TYPICAL) I BEVEL BLOCKING AS REQUIRED FOR NOTE: SPH4 / 6 INSTALLED HORIZONTALLY MINIMUM 1 YY NAIL PENETRATION NAILS MAY BE TOENAILED OR BACK INTO MAIN FRAMING MEMBERS NAILED THROUGH KING STUD. HEADER NAILING REQUIREMENTS 2x6 (3) NAILS PER PLY 2x8 (4) NAILS PER PLY 2x10 (5) NAILS PER PLY 2x12 (6) NAILS PER PLY 94"or9%" LVL (5) NAILS PER PLY 111" or 11 LVL (6) NAILS PER PLY 14" LVL (7) NAILS PER PLY 16" LVL 8 NAILS PER PLY —BUILT-UP HEADER WITH 0.131"x 34" 2x SPF #2 STUDS @ 16"O.C. (U.O.N.) (TYPICAL) o TYPICAL rT� � NAILING AT STUD NAILS @ 12"O.C. TOP AND BOTTOM I — (2) 2x_ SILL `� ^ Q N TO DOUBLE PLATE (U.O.N.)CD NAIL EACH PLATE TO JACK STUD ( SHEATHING MAY CANTILEVER UP TO �_ r j 0000 WITH (3) 0.131"x 3)/4" NAILS - TOENAIL 2" MAXIMUM PAST SUPPORTS. ALL 0 0 OR ENDNAIL (TYPICAL) WINDOW ATTACHMENTS MUST BE •� p 6' ANCHORED INTO 2x_ MEMBERS. a. w D DETAIL - TYPICAL ARCH TOP OPENING E DETAIL - TYPICAL HEADER TO KING STUD CONNECTION SD 2 SD -2 0 DOUBLE SILL REQUIRED WHERE OPENING V— m c WIDTH EXCEEDS 61" (U.O.N.) APPLY SHEATHING HORIZONTALLY FOR STUCCO- FLORIDA C.A. NUMBER: 25846 JOINT IN SILL PLATE �� c W ✓E) r"—" N M E APPLICATIONS, EXCEP7/ 16 RU T THAT STCTURAL 1 O N J O u- U (3) = J -E J N (4) O O z O c' (5) _T c E Y 2) / U o Tcu E OF IOP,: o Ir"1r/"1 n c C W o= I II II II.I II II II 11 II 11 II II II II 4 MIN.; II II II II 11 II II 12" MAX. " " " " 12" MAX. 1. II 2xTREATED SYP #2 SILL PLATE !W1 N r T 1 *k w W STUD cn m U UP POST (WHEN NOTED ON WALL LAYOUT) TYPICAL STUD TO SILL PLATE SD 2 p m a) CD_ N W �t c � Z 0') —BUILT-UP HEADER WITH 0.131"x 34" 2x SPF #2 STUDS @ 16"O.C. (U.O.N.) (TYPICAL) o TYPICAL rT� � NAILING AT STUD NAILS @ 12"O.C. TOP AND BOTTOM I — (2) 2x_ SILL `� ^ Q N TO DOUBLE PLATE (U.O.N.)CD NAIL EACH PLATE TO JACK STUD ( SHEATHING MAY CANTILEVER UP TO �_ r j 0000 WITH (3) 0.131"x 3)/4" NAILS - TOENAIL 2" MAXIMUM PAST SUPPORTS. ALL 0 0 OR ENDNAIL (TYPICAL) WINDOW ATTACHMENTS MUST BE •� p 6' ANCHORED INTO 2x_ MEMBERS. a. w D DETAIL - TYPICAL ARCH TOP OPENING E DETAIL - TYPICAL HEADER TO KING STUD CONNECTION SD 2 SD -2 0 DOUBLE SILL REQUIRED WHERE OPENING V— m c WIDTH EXCEEDS 61" (U.O.N.) APPLY SHEATHING HORIZONTALLY FOR STUCCO- FLORIDA C.A. NUMBER: 25846 JOINT IN SILL PLATE �� c STUD TO PLATE NAILING * STUD SIZE ENDNAIL TOENAIL 2x4 APPLICATIONS, EXCEP7/ 16 RU T THAT STCTURAL 1 (3) 2x6 (3) _NAILING AT STUD BUILT-UP CORNER POST TO SILL PLAT ► (4) RATED OR 15/ 32 RATED SHEATHING MAY BE 2x10 (5) _T (6) i If pu Tcu E OF IOP,: o INSTALLED VERTICALLY. , SON NAILING L STUD TO DOUBLE PLATE I II II II.I II II II 11 II 11 II II II II 4 MIN.; II II II II 11 II II 12" MAX. " " " " 12" MAX. 1. II 2xTREATED SYP #2 SILL PLATE STUD F ANCHOR BOLT (AS NOTED) BUIL UP POST (WHEN NOTED ON WALL LAYOUT) TYPICAL STUD TO SILL PLATE SD 2 NAIL ALL NAILS NOTED ARE 0.131"x 3/a" NAIL EACH PLY WITH 0.131"x 3Yn" CONNECTION @ 6"O.C. STAGGERED (SEE DETAIL "G" ON SD 2) NAILING AT STUD TO SILL PLATE METAL CONNECTOR REQUIRED (SEE CONNECTION SCHEDULE) METAL CONNECTOR -----,NOT REQUIRED STUD TO PLATE NAILING * STUD SIZE ENDNAIL TOENAIL 2x4 (2) (3) 2x6 (3) (4) 2x8 (4) (5) 2x10 (5) _T (6) 0 a N Iillilllup�i�I", *S'l L CID \\\ •Y••.. ��, CD m 'N 50791 ,o�� • �'. �.c '•• Tcu E OF IOP,: o R •,,� FS ••� ..•��j�C,\\\• ��'�� , SON AI_ * ALL NAILS NOTED ARE 0.131"x 3�" DOUBLE PLATE CIO c t FLOYD S. SIMPSON, PE C DETAIL -TYPICAL WALL FRAMING CONDITIONS DOUBLE PLATE G DETAIL - TYPICAL WALL STUD CONNECTION FL PE No. 50791 COMMENTS: 2x SPF #2 STUDS @ 16"O.C. SD -2 SD -2 2x SPF #2 STUDS @ 16"O.C. THREADED ROD ASSEMBLY OR CONCRETE 10d CUT NAIL a� QUICK -TIE AT NOTED SPACING @ 24"O.C. OR a"x 3 a" TAPCON 2x_ N0.2 SPF OR No.2 SYP SUBFASCIA WITH (2) 0.131"x 3)/4" ENDNAILS AT TRUSS -SILL PLATE (BELOW) SCREW @ 32"O.C. 2x_ CORNER FRAMING FULL2x TREATED SYP #2 2x TREATED SYP #2 ROOF COVERING (BY OTHERS) a HEIGHT STUDS (TYPICAL) ILL PLATE ILL PLATE ROOF TRUSSES Q •\ I. ; ; •� ° y CORNICE DETAIL (2) ROWS OF 0.131"x 3�' _ i i NOTE: m H2.5A AT EACH LOOKOUT H2 5A AT EACH LOOKOUT NAILS @ 12"O.C. (BY OTHERS) UPLIFT (ROOF) -RODS OR QUICK -TIE FLOOR LOAD ONLY OR TRUSS TO WALL CONNECTION STAGGERED TYPICAL o 2x4 LOOKOUTS @ 48"O.C. FOR 2x4 LOOKOUTS @ 48"O.C. ( ) EASED / HARDWARE MUST BE INSTALLED o OVERHANG FOR OVERHANG ON THE EXTERIOR SIDE OF THE r� ROOF SHEATHING (AS NOTED) ROOF SHEATHING METAL CONNECTOR OR METAL CONNECTOR WALL c`o a� (AS NOTED) (AS NOTED) c 2x4 SYP BLOCKING BETWEEN / 2x6 OR 2x8 FRAMED WALL BLOCKING REQUIRED LOOKOUTS 2X4 SYP BLOCKING AS NOTED " SIMPSON SDWC 15600 SCREW %6" OR 132" RATED SHEATHING, EXPOSURE I - SHINGLE ROOF 12 BETWEEN LOOKOUTS LJ SILL PLATE (BELOW) ( ) D>< 2x4 CORNER FRAMING FULL " 1 19 0 @ 32O.C. U.O.N. 32" RATED SHEATHING, EXPOSURE I - TILE ROOF FASTEN WITH 0.113" x 2 Y8„ RING SHANK � � s � BALLOON FRAMED HEIGHT STUDS DOUBLE PLATE DOUBLE PLATE NAILS @ 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS. ® BALLOON FRAMED STUDS (AS NOTED) STUDS (AS NOTED) MINIMUM OF (3) 2x4 BLOCKS 12" LONG 2x SPF #2 STUDS @ 16"O.C. GYPSUM BOARD DOUBLE PLATE SHEATHING AS NOTED a SINGLE PLATE NAIL TO TRUSS NAILED WITH (4) 0.131"x 3X" NAILS TO ( ) CONNECTOR AT EACH TRUSS INTERIOR VAULT SIMPSON SDWC 15450 SCREW EACH ADJACENT STUD 2x SPF #2 STUDS 16"O.C. (SEE TRUSS CONNECTION SCHEDULE) BOTTOM CHORD WITH 0.131" x 3Ya" EXTERIOR SHEATHING ALTERNATE: INSTALL SOLID STUD IN @ @ 32"O.C. - U.O.N. cu NAILS @ TO.C. ANCHOR BOLTS AT NOTED 2x TREATED SYP #2 (2) 2x_ SHALL BE NAILED TO THIS SPACE SYP #2 DOUBLE PLATE (U.O.N.) a SPACING 48" O.C. MAXIMUM EXTERIOR SHEATHING SHALL BE UPPER PLY OF DOUBLE ( ) SILL PLATE WALL SHEATHING SHALL EXTEND TO TOP OF DOUBLE PLATE cn 2x4 CORNER FRAMING FULL 2x TREATED SYP #2 r4 ANCHOR BOLTS AT NOTED IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C.TO THE TOP NAILED TO BOTTOM CHORD OF TRUSS PLATE @ TO.C. HEIGHT STUD SII L PLATE 4PACING (32" O.C. MAXIMUM) PLATE OF THE DOUBLE PLATE (a) 60C WITH 0.131"x2Y" _ 9AILS. WITH 0.131"x 2Y" NAILS. 2 R I (NAILING MAY ALSO BE STAGGERED ACROSS BOTH PLATES) a, 1 � � u °d' % � ❑ / � O — — — — — _ _ _ — _ — (U.O.N. ON WALL LAYOUT) 2x4 FRAMED WALL O OWS OF 0.131"x 3/a' �. _._ i cn (U.O.N. ON WALL LAYOUT) - NAILS @ 12"O.C. GYPSUM BOARD SHEARWALL UPLIFT (ROOF) - SCREWS %32" FULL LENGTH RATED SHEATHING, EXPOSURE I. r_ cu H DETAIL - BALLOON FRAMED GABLE END LOW CEILING VAULT J DETAIL - BALLOON FRAMED GABLE END HIGH CEILING VAULT K SECTION - TYPICAL FRAMING AT 900 CORNERS L SECTION - INTERIOR WALL CONDITIONS BEARING/SHEARWALL) FA TEN WI H8 12'0 COON INTERMEDIATE SUPPORTS. cu SD -2 INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN % OF EXTERIOR ROOF PITCH SD -2 INTERIOR CEILING PITCH EXCEEDS % OF EXT RIOR ROOF PITCH sD 2 sD 2 (U.O.N.) SEE F ON @ 2 2x_ SPF #2 STUDS @ 16"O.C. -U.O.N. (SEE WALL LAYOUT) a, c 2x_ No.2 SPF OR No.2 SYP SUBFASCIA WITH (2) 0.131"x 3Y4" ENDNAILS AT TRUSS 2x_ SOLE PLATE (U.O.N.) NAIL TO RIM cu BOARD @ TO.C. WITH 0.131"x 3Ya" ROOF COVERING (BY OTHERS) NAILS NOTE: ROOF TRUSSES 2%2" RATED STURD-I-FLOOR (T&G) SHEATHING ALL MEMBERS SHALL BE #2 SYP. 1 NAIL BRACE T BLOCKING WITH (5) 0.131"x 3%a" (3) 0.131"x 3X" TOENAILS AT EACH LOOKOUT CORNICE DETAIL NOTE: GLUED AND NAILED. FASTEN WITH 0.131" x 23” RING NAILS 10 TOP CHORD OF TRUSS. (BY OTHERS) TRUSS TO WALL CONNECTION _ SHANK @ TO.C. ON EDGES AND 12"O.C. IN THE 2x6 BLOCKING BETWEEN TRUSSES WITH HARDWARE MUST BE INSTALLED FIELD. 3 0.131"x 3�' NAILS EACH END 2x4 BLOCKING REQUIRED BETWEEN ON THE EXTERIOR SIDE OF THE o () LOOKOUTS I WALL / FLOOR JOIST (I -JOIST SHOWN, SAWN U f— ROOF SHEAT ING (AS NOTED) ) JOIST SIMILAR - SEE SECTION "Z" ON ~ 2x_ BARGE RAFTER / (\ / SD -3 FOR OPEN WEB TRUSS) 0 Z c O \\ I ( I I ( FASCIA (BY OTHERS) 96" OR 1532' RATED SHEATHING, EXPOSURE I - SHINGLE ROOF Y" CLEARANCE BETWEEN PANELS BETWEEN FLOORS I\ / 32 RATED PLYWOOD SHEATHING, EXPOSURE I - TILE ROOF GYPSUM BOARD a' _ 2x4 LOOKOUTS @ 48"O.C. \ _ ' 132" RATED SHEATHING, EXPOSURE I - METAL ROOF V FASTEN WITH 0.113" x 2 %" RING SHANK RIM BOARD (LSL OR LVL) cri NAILS @ TO.C. ON EDGES AND INTERMEDIATE SUPPORTS. H3 CLIP OR EQUAL AT EACH W W I \� NAIL JOIST TO PLATE WITH (2) 0.131'x 3/a' TOENAILS m m I LOOKOUT o GYPSUM BOARD (2) 2x_ SYP #2 DOUBLE PLATE 0 V Q E2 �— O (U.O.N.) o CONNECTOR AT EACH TRUSS = GABLE END TRUSS (DROP GABLE) (SEE TRUSS CONNECTION SCHEDULE) SEE DETAIL "EE" ON SD -3 FOR cn cn W Z I� BETWEEN FLOOR CONNECTIONS Q (I I I I 2x6 BRACE SPACED @ 48"O.C. UNLESS (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) Z OTHERWISE NOTED ON ROOF LAYOUT. a) cl) J WALL SHEATHING SHALL EXTEND TO TOP OF DOUBLE PLATE INTOENAIL RIM BOARD TO PLATE WIT�.x W >, I S I ADD 2x4 T BRACE NAILED @ 6"O.C.WITH ALL LOCATIONS AND SHALL BE NAILED @ 3" O.C. TO THE TOP .. >' 0.131"x 2%" NAILS IF BRACE LENGTH PLATE OF THE DOUBLE PLATE (NAILING MAY ALSO BE 0.131'x 3/a" NAILS @ 8"O.C. + F .E" f}' M W EXCEEDS 9'-0". STAGGERED ACROSS BOTH PLATES) Z LuY GYPSUM BOARD GYPSUM BOARD 6 J p 2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) 2x_ SPF #2 STUDS @ 16 O.C. - U.O.N. (SEE WALL LAYOUT) U a / 15 '32" FULL LENGTH RATED SHEATHING, EXPOSURE I. JOB NUMBER: COUNTY. 32" FULL LENGTH RATED SHEATHING, EXPOSURE 1. c 18.0011 DUVAL FASTEN WITH 8d COM OR 0.131"x 2%" NAILS @ TO.C. FASTEN WITH 8d COM OR 0.131"x 2%" NAILS @ 6"O.C. W ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. � %" = V-0" (U.O.N.) (U.O.N.) (BLOCK ALL EDGES) SEE "F" ON SD -2 (U.O.N.) SEE "F" ON SD -2 -0 to DO NOT SCALE THIS DRAWING INSET WALLY2" FOR STUCCO APPLICATIONS INSET WALL%" FOR STUCCO APPLICATIONS = RELEASE DATE: 02-02-18 _ J WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE GBC CLIP- (2) REQUIRED AT EACH BRACE IN ALL LOCATIONS AND SHALL BE NAILED @ 3-O.C. IN ALL LOCATIONS AND SHALL BE NAILED @ TO.C. / 2x_ TREATED SYP #2 SILL PLATE WITH TOENAIL BOTTOM CHORD OF TRUSS TO LSTA12, LTP4, OR . OWC 15600 @ 48"O.C. 2x_ TREATED SYP #2 SILL PLATE WITH s DRAWN BY: DJM DOUBLE PLATE WITH 0.131"x 3Y" NAILS s SIMPSON 3'x 6" TITEN HD (OR TITEN HD ROD COUPLER) c 8"O.C. SIMPSON /8"x 6" TITEN HD (OR TITEN HD ROD COUPLER) 1 �, CHECKED BY: @ a WITH 3"x 3"x X" WASHER @ 24"O.C. a ,- WITH 3"x 3"x/a" WASHER @ 24"O.C. c FSS U TITLE: 2x4 DRYWALL BACKING INSTALLED GYPSUM BOARD H 1LING SECTIONS AND DETAILS CONTINUOUSLY E ETWEEN BRACES (1 of 2) M N SECTION - GABLE END WALL DIAGONAL 3RACING A SECTION - TYPICAL EXTERIOR ONE STORY WALL e SECTION - TYPICAL EXTERIOR TWO STORY WALL SHEET SD -2 SD 2 SD -2 SD -2 oNSD�2 O END VERTICAL BRACING REQUIREMENTS BRACING BRITTLE FINISH FLEXIBLE FINISH 16 "O.C. 24 "O.C. 16 "O.C. 24 "O.C. NONE REQUIRED 0" TO 53" 0" TO 47" 0" TO 67" 0" TO 59" 2x4 L -BRACE 54" TO 114' 48" TO 99" 68" TO 145 60 TO 126" 2x6 L -BRACE 115" TO 182" 1 100" TO 158" 146" TO 232" 1 127" TO 201" U C � C pp DOUBLE PLATE NAILING N NOTE U) BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER CONDITION: 1 NAIL SHEATHING TO KING STUD C/) m FLEXIBLE FINISHES ARE WOOD SIDING, HARDI-PANEL, BRICK (NOTCHED BEAM) @ 12"O.C. MINIMUM. ►►►"`—�--�� Q � VENEER, ETC. ____ (ifN RATED ROOF SHEATHING Z o a 2x_ L -BRACE NAILED TO rn VERTICAL WEB EDGE NAILING PER SHEARWALL o M > WITH 0.131"x 3" NAILS 6"O.C. ' REQUIREMENTS. NAILS MAY BE � c7 :50 @ j' STAGGERED ACROSS TWO JACK ¢ N co i VERTICAL WEB IN GABLE END -_= STUDS. / 0 TRUSS NAIL SHEATHING TO DOUBLE PLATE WITH o 0 _ (2) ROWS OF 0.131"x 2Y" NAILS 6"O.C. EDGE OF PANEL (TYPICAL) / p °' @ /' / Q 2x_ LOOKOUTS AT 48"O.C. NAIL SHEATHING ALONG BOTTOM OF , ; CDL w a: U HEADER @ 3-O.C. / - "' 1 " OR 24 INSTALL DSP CLIPS @ 24" O.C. OR > SPH_ @ 32"O.C. ;; I ;; co II Io 1 II Lu SPACING (SEE TA EXTERIOR BEAM (AS NOTED) �— —ANCHOR BOLT REQUIRED WITHIN 6" �I a OF KING / JACK UNIT - MAY BE DOUBLE PLATE LOCATED ON EITHER SIDE. BEAM INSTALLED BENEATH DOUBLE PLATE ANCHOR BOLTS AS REQUIRED co FLORIDA C.A. NUMBER: 25846 BEAM BEARS ON (2) 2x_ JACKS FLUSH HEADER CONDITION DROPPED HEADER CONDITION o (TYPICAL - U.O.N.) ;, ,,,►uum"�i CONDITION: 2 - °F-: ' s'•••.. (DROPPED BEAM) o �` VO'• ` F L 44 : O 0791 g P DETAIL - TYPICAL VERTICAL BRACING AT GABLE END Q DETAIL - EXTERIOR BEAM TO WALL CONNECTION R DETAIL - EXTERIOR BEAM TO WALL CONNECTION S DETAIL - OPENINGS WITH SOLID SAWN, LSL LUL, OR PSL HEADER o SD 3 SD SD -3 SD -3 c� • z T TE OF .A . mow: Nil NAIL SCAB TO TOP CHORD WITH 10 I •�° ALTERNATE ANCHOR: (4) 0.131 "x 3)/4" NAILS ' O '2" x 6" TITEN HD NAIL EACH END OF BLOCKING TO a`) 02-02-18 (MECHANICALLY GALVANIZED) ADD 2x4 VERTICAL SCAB IN EACH f / BOTTOM CHORDS WITH (3) 0.131"x 3 FLOYD S. SIMPSON, PE EXTERIOR BEAM TRUSS IF NO WEB IS PRESENT y„ E FL PE No. 50791 ROOF SHEATHING (AS NOTED) WITH 2" x''/e" WASHER T COMMENTS: (3 0.131"x 3%" NAILS TYPICAL AT INSTALL 2x4 BLOCKING BETWEEN cu H6 CLIP FROM EACH TRUSS POST TO BEAM MONOLITHIC FOUNDATION - TRUSS BOTTOM CHORDS @ 12"O.C. ROOF TRUSS (BY OTHERS) WITH 2x4 X -BRACE ACROSS LENGTH OF EXTERIOR a, BRACE (IF REQUIRED) LAP BEAM PLIES AND SHEARWALL a BOTTOM CHORD OF TRUSS NAIL AS SHOWN - (5) I Y8" x 6" TITEN HD SCREW ANCHORco s NAIL EACH BLOCK TO DOUBLE PLATE U NAIL SCAB TO PLATE WITH (3) or /a" x 6" SCREW ANCHOR BY o TO REPLACE (1) ROW OF LATERAL 0.131"x 3/a" NAILS PER PLY HURRI BOLT, INC. WITH (3) 0.131"x 3/a NAILS a PT POST AS NOTED 0.131"x 3Ya" TOENAILS m I ri I BRACING INSTALL 2x4 No.2 SYP T BRACE PT POST (AS NOTED) I I ( ) 3 NAILED TO EACH PLY OF TRUSS WEB AT or /s THREADED ROD SET 4/ INTO n H6 CLIP FROM POST I ABU POST BASE 2x4 BLOCKING BETWEEN TRUSSES ADHESIVE 6"O.C. WITH 0.131" x 3" NAILS DOUBLE PLATE i i TO REPLACE (2) ROWS OF LATERAL TO BEAM (AS NOTED) TOENAILED TO DOUBLE PLATE WITH BRACING INSTALL 2x6 No.2 SYP T- BRACE EXTERIOR BEAM Y8" THREADED ROD 0.131"x 3'/a" NAILS @ 4"O.0 STEMWALL FOUNDATION -EXTERIOR MINIMUM %s" RATED SHEATHING, I I NAILED TO EACH PLY OF TRUSS WEB (AS NOTED) i 0 . WITH NUT SET IN %" THREADED ROD SET 7" INTO EXPOSURE I FASTEN AS NOTED -------- i ------------ WITH 0.131" x 3" NAILS @ 6"O.C. I ADHESIVE TRUSS (AS NOTED) ADHESIVE ON WALL LAYOUT (BLOCK ALL a, ---r r PLAN VIEW AT TOP OF POST j (7" EMBEDMENT) INTERIOR APPLICATIONS EDGES)cn DOUBLE PLATE cm c ° a I a IF EDGE DISTANCE EXCEEDS 5" \° I MINIMUM %s" RATED SHEA I I ]ING, USE MONOLITHIC CONDITION \ ° ;; / EXPOSURE I FASTEN AS No FED a a 41 1 I�q I NOTE: ° al I a ° e / ON WALL LAYOUT (BLOCK ALL EDGES) ° ° 4 cu T -BRACING TO BE USED WHENLJ CONTINUOUS LATERAL BRACING IS IMPRACTICAL. SIDE VIEW AT BASE OF POST T SECTION - TYPICAL T -BRACE DETAIL - TYPICAL CONNECTIONS AT EXTERIOR POST W DETAIL - TYPICAL DTT2-Z INSTALLATION X SECTION - INTERIOR SHEARWALL PARALLEL TO TRUSS SD 3 SD 3 SD 3 (USP DTB•TZ SIMILAR) SD 3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED a 2x_ SPF #2 SOLE PLATE (U.O.N.) NAIL V SECTION - CONNECTION OF PERP. SHEARWALL TO TRUSS U TO BAND BOARD WITH 0.131"x 3)/4" SD -3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED LAST TRUSS IN ROW REQUIRING BRACING NAILS @ 6"O.C. c� vi NAIL DIAGONAL BRACE TO BLOCKING aD a WITH (3) NAILS cni a� c 2x4 BLOCKING - TOENAIL OR ENDNAIL EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING w — 2x_ BAND BOARD PER TRUSS Lu MANUFACTURER TRUSS (AS NOTED) MONOLITHIC FOUNDATION - (3) NAILS 2x4 SPF NAILER NAIL TO TOP PLATE WITH EXTERIOR 12"TIEN HD SCREW ANCHOR m CLEARANCE BETWEEN PANELS J BETWEEN FLOORS U)0.131"x 3)/4" NAILS @ 6"O.C. or THREADED ROD SET 7" INTO I ! NAIL DIAGONAL BRACE TO INTERMEDIATE ADHESIVE L WEBS WITH (2) NAILS .0 STEMWALL FOUNDATION - EXTERIOR o 2x4 SPF No.2 DIAGONAL BRACE z%z" RATED SHEATHING RIM BOARD- %" THREADED ROD SET 12" INTO i NAIL PORCH SHEATHING AS NOTED a, I I (TYPICAL AT EACH END OF NAIL TO TRUSSES WITH (6) 0.131"x 2/z' ADHESIVE Fz� Z I CONTINUOUS LATERAL BRACING) NAILS. EXTERIOR FRAMED WALL - NAIL DIAGONAL BRACE TO TRUSS INTERIOR APPLICATIONS O IF EDGE DISTANCE EXCEEDS 5" USE v, WEB WITH 3 TOENAIL TRUSS TO PLATE WITH 0 () NAILS (2) 0.131"x 3/a" NAILS YY x 12" TITEN HD SCREW ANCHOR 0 or %" x 8" TITEN HD SCREW ANCHOR >' V a DOUBLE PLATE (U.O.N.) or %" THREADED ROD SET 6" INTO o Q ADHESIVE 3 W I a W Z SECTION - TYPICAL OPEN WEB FLOOR TRUSS AA SECTION -EXTERIOR WALL PARALLEL TO TRUSS 0 o m ,Q SD 3 SD -3 d SIMPSON %" O x 6" TITEN HD OR 0 = V 1'11CONTINUOUS LATERAL BRACE (QUANTITY U O AND LOCATION DEFINED BY TRUSS SHOP 8" THREADED ROD SET IN ADHESIVE W Z DRAWING.) WITH MINIMUM 4" EMBEDMENT z Q Q IWITH 1" WASHER I NAIL CONTINUOUS LATERAL BRACE TO °n' c J EACH TRUSS WEB WITH (2) NAILS SHEATHING gg DETAIL - TYPICAL HTT5 INSTALLATION Q J W FIELD NAILING SD -3 (USP PHD5 SIMILAR) � > � M W 1 ROOF TRUSSES (BY OTHERS) DETAIL - ANCHOR BOLT r I UPLIFT CONNECTOR (AS NOTED) SHEATHING EXTENDS DOWN ONTOZ Lu 2x4 SPF BLOCKING- NAIL WITH (2) RIM JOIST MINIMUM 6" MONOLITHIC FOUNDATION • OFFICE�' TO ALLOW FOR NAILING EXTERIOR a, U a 0.131"x 3'/" NAILS AT EACH END a� (3) TRUSSES MINIMUM (END NAIL OR TOENAIL) EDGE NAILING Z8" THREADED ROD SET 15" INTO AT SOLE PLATE ADHESIVE JOB NUMBER 18.0011 couNry FOR CONTINUOUS LATERAL BRACE DOUBLE PLATE w bUAL: DUVAL RIM BOARD STEMWALL FOUNDATION • EXTERIOR NUT WITH 2"x 2"x 16" WASHER � Ya" = V-0" (U.O.N.) THREADED ROD SET 15" INTO ALTERNATE: SIMPSON LBPS% SLOTTED cn DO NOT SCALE THIS DRAWING NOTES: (2) ROWS 0.131"x 2/z" NAILS ADHESIVE WASHER WITH 1" RELEASE DATE WASHER. : TRUSS BOTTOM CHORD STAGGERED @ 6" O.C. REQUIRED = 02 -02-18 1) CONTINUOUS LATERAL BRACES SHALL BE 2x4 No.3 SYP OR 2x4 No.2 SPF OR BETTER (U.O.N.) IN UPPER AND LOWER SHEATHING "QJ THREADED ROD c NAIL PORCH SHEATHING AS NOTED INTERIOR APPLICATIONS- — MIN.X" SPACE BETWEEN PANELS IF EDGE DISTANCE EXCEEDS 5" USE 2) ALL NAILS SHOWN SHkLL BE 0.131"x 3" NAILS (U.O.N.) SHEATHING EXTENDS ABOVE %" THREADED ROD SET 8" INTO 3 s DRAWNev. EXTERIOR FRAMED WALL SIMPSON / 171 x 6 / TITEN HD ROD COUPLER C, DJM DOUBLE PLATE MINIMUM 6" ADHESIVE TO AI I OW FOR NAILING WITH 1" CUT WASHER 0) CHECKED BY: FSS OR $' THREADED ROD SET IN ADHESIVE WITH — TITLE: EDGE NAILING AT DOUBLE PLATE d SECTIONS AND DETAILS MINIMUM 4" EMBEDMENT WITH 1" CUT WASHER I{•; (2 of 2) I I' rn = SHEET: Y DETAIL - TYPICAL LATERAL TRUSS BRACINGDD SECTION - EXTERIOR WALL PERPENDICULAR TO TRUSSEE DETAIL - TYPICAL SHEATHING NAILING BETWEEN FLOORS FF DETAIL - TYPICAL HDU8 INSTALLATION rcc DETAIL - THREADED ROD ASSEMBLY 0SD�3 SD 3 SD 3 SD 3 SD -3 (USP PHD6 SIMILAR) SD -3 FIN EXTERIOR BEAM (AS NOTED) gg DOUBLE PLATE NOTCH BEAM AS REQUIRED TO FIT BENEATH DOUBLE PLATE IBM 11; gg !I WINBEAM BEARS ON (2) 2x JACKS (TYPIC'Al -110N) 1111 11 NOTE U) BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER CONDITION: 1 NAIL SHEATHING TO KING STUD C/) m FLEXIBLE FINISHES ARE WOOD SIDING, HARDI-PANEL, BRICK (NOTCHED BEAM) @ 12"O.C. MINIMUM. ►►►"`—�--�� Q � VENEER, ETC. ____ (ifN RATED ROOF SHEATHING Z o a 2x_ L -BRACE NAILED TO rn VERTICAL WEB EDGE NAILING PER SHEARWALL o M > WITH 0.131"x 3" NAILS 6"O.C. ' REQUIREMENTS. NAILS MAY BE � c7 :50 @ j' STAGGERED ACROSS TWO JACK ¢ N co i VERTICAL WEB IN GABLE END -_= STUDS. / 0 TRUSS NAIL SHEATHING TO DOUBLE PLATE WITH o 0 _ (2) ROWS OF 0.131"x 2Y" NAILS 6"O.C. EDGE OF PANEL (TYPICAL) / p °' @ /' / Q 2x_ LOOKOUTS AT 48"O.C. NAIL SHEATHING ALONG BOTTOM OF , ; CDL w a: U HEADER @ 3-O.C. / - "' 1 " OR 24 INSTALL DSP CLIPS @ 24" O.C. OR > SPH_ @ 32"O.C. ;; I ;; co II Io 1 II Lu SPACING (SEE TA EXTERIOR BEAM (AS NOTED) �— —ANCHOR BOLT REQUIRED WITHIN 6" �I a OF KING / JACK UNIT - MAY BE DOUBLE PLATE LOCATED ON EITHER SIDE. BEAM INSTALLED BENEATH DOUBLE PLATE ANCHOR BOLTS AS REQUIRED co FLORIDA C.A. NUMBER: 25846 BEAM BEARS ON (2) 2x_ JACKS FLUSH HEADER CONDITION DROPPED HEADER CONDITION o (TYPICAL - U.O.N.) ;, ,,,►uum"�i CONDITION: 2 - °F-: ' s'•••.. (DROPPED BEAM) o �` VO'• ` F L 44 : O 0791 g P DETAIL - TYPICAL VERTICAL BRACING AT GABLE END Q DETAIL - EXTERIOR BEAM TO WALL CONNECTION R DETAIL - EXTERIOR BEAM TO WALL CONNECTION S DETAIL - OPENINGS WITH SOLID SAWN, LSL LUL, OR PSL HEADER o SD 3 SD SD -3 SD -3 c� • z T TE OF .A . mow: Nil NAIL SCAB TO TOP CHORD WITH 10 I •�° ALTERNATE ANCHOR: (4) 0.131 "x 3)/4" NAILS ' O '2" x 6" TITEN HD NAIL EACH END OF BLOCKING TO a`) 02-02-18 (MECHANICALLY GALVANIZED) ADD 2x4 VERTICAL SCAB IN EACH f / BOTTOM CHORDS WITH (3) 0.131"x 3 FLOYD S. SIMPSON, PE EXTERIOR BEAM TRUSS IF NO WEB IS PRESENT y„ E FL PE No. 50791 ROOF SHEATHING (AS NOTED) WITH 2" x''/e" WASHER T COMMENTS: (3 0.131"x 3%" NAILS TYPICAL AT INSTALL 2x4 BLOCKING BETWEEN cu H6 CLIP FROM EACH TRUSS POST TO BEAM MONOLITHIC FOUNDATION - TRUSS BOTTOM CHORDS @ 12"O.C. ROOF TRUSS (BY OTHERS) WITH 2x4 X -BRACE ACROSS LENGTH OF EXTERIOR a, BRACE (IF REQUIRED) LAP BEAM PLIES AND SHEARWALL a BOTTOM CHORD OF TRUSS NAIL AS SHOWN - (5) I Y8" x 6" TITEN HD SCREW ANCHORco s NAIL EACH BLOCK TO DOUBLE PLATE U NAIL SCAB TO PLATE WITH (3) or /a" x 6" SCREW ANCHOR BY o TO REPLACE (1) ROW OF LATERAL 0.131"x 3/a" NAILS PER PLY HURRI BOLT, INC. WITH (3) 0.131"x 3/a NAILS a PT POST AS NOTED 0.131"x 3Ya" TOENAILS m I ri I BRACING INSTALL 2x4 No.2 SYP T BRACE PT POST (AS NOTED) I I ( ) 3 NAILED TO EACH PLY OF TRUSS WEB AT or /s THREADED ROD SET 4/ INTO n H6 CLIP FROM POST I ABU POST BASE 2x4 BLOCKING BETWEEN TRUSSES ADHESIVE 6"O.C. WITH 0.131" x 3" NAILS DOUBLE PLATE i i TO REPLACE (2) ROWS OF LATERAL TO BEAM (AS NOTED) TOENAILED TO DOUBLE PLATE WITH BRACING INSTALL 2x6 No.2 SYP T- BRACE EXTERIOR BEAM Y8" THREADED ROD 0.131"x 3'/a" NAILS @ 4"O.0 STEMWALL FOUNDATION -EXTERIOR MINIMUM %s" RATED SHEATHING, I I NAILED TO EACH PLY OF TRUSS WEB (AS NOTED) i 0 . WITH NUT SET IN %" THREADED ROD SET 7" INTO EXPOSURE I FASTEN AS NOTED -------- i ------------ WITH 0.131" x 3" NAILS @ 6"O.C. I ADHESIVE TRUSS (AS NOTED) ADHESIVE ON WALL LAYOUT (BLOCK ALL a, ---r r PLAN VIEW AT TOP OF POST j (7" EMBEDMENT) INTERIOR APPLICATIONS EDGES)cn DOUBLE PLATE cm c ° a I a IF EDGE DISTANCE EXCEEDS 5" \° I MINIMUM %s" RATED SHEA I I ]ING, USE MONOLITHIC CONDITION \ ° ;; / EXPOSURE I FASTEN AS No FED a a 41 1 I�q I NOTE: ° al I a ° e / ON WALL LAYOUT (BLOCK ALL EDGES) ° ° 4 cu T -BRACING TO BE USED WHENLJ CONTINUOUS LATERAL BRACING IS IMPRACTICAL. SIDE VIEW AT BASE OF POST T SECTION - TYPICAL T -BRACE DETAIL - TYPICAL CONNECTIONS AT EXTERIOR POST W DETAIL - TYPICAL DTT2-Z INSTALLATION X SECTION - INTERIOR SHEARWALL PARALLEL TO TRUSS SD 3 SD 3 SD 3 (USP DTB•TZ SIMILAR) SD 3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED a 2x_ SPF #2 SOLE PLATE (U.O.N.) NAIL V SECTION - CONNECTION OF PERP. SHEARWALL TO TRUSS U TO BAND BOARD WITH 0.131"x 3)/4" SD -3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED LAST TRUSS IN ROW REQUIRING BRACING NAILS @ 6"O.C. c� vi NAIL DIAGONAL BRACE TO BLOCKING aD a WITH (3) NAILS cni a� c 2x4 BLOCKING - TOENAIL OR ENDNAIL EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING w — 2x_ BAND BOARD PER TRUSS Lu MANUFACTURER TRUSS (AS NOTED) MONOLITHIC FOUNDATION - (3) NAILS 2x4 SPF NAILER NAIL TO TOP PLATE WITH EXTERIOR 12"TIEN HD SCREW ANCHOR m CLEARANCE BETWEEN PANELS J BETWEEN FLOORS U)0.131"x 3)/4" NAILS @ 6"O.C. or THREADED ROD SET 7" INTO I ! NAIL DIAGONAL BRACE TO INTERMEDIATE ADHESIVE L WEBS WITH (2) NAILS .0 STEMWALL FOUNDATION - EXTERIOR o 2x4 SPF No.2 DIAGONAL BRACE z%z" RATED SHEATHING RIM BOARD- %" THREADED ROD SET 12" INTO i NAIL PORCH SHEATHING AS NOTED a, I I (TYPICAL AT EACH END OF NAIL TO TRUSSES WITH (6) 0.131"x 2/z' ADHESIVE Fz� Z I CONTINUOUS LATERAL BRACING) NAILS. EXTERIOR FRAMED WALL - NAIL DIAGONAL BRACE TO TRUSS INTERIOR APPLICATIONS O IF EDGE DISTANCE EXCEEDS 5" USE v, WEB WITH 3 TOENAIL TRUSS TO PLATE WITH 0 () NAILS (2) 0.131"x 3/a" NAILS YY x 12" TITEN HD SCREW ANCHOR 0 or %" x 8" TITEN HD SCREW ANCHOR >' V a DOUBLE PLATE (U.O.N.) or %" THREADED ROD SET 6" INTO o Q ADHESIVE 3 W I a W Z SECTION - TYPICAL OPEN WEB FLOOR TRUSS AA SECTION -EXTERIOR WALL PARALLEL TO TRUSS 0 o m ,Q SD 3 SD -3 d SIMPSON %" O x 6" TITEN HD OR 0 = V 1'11CONTINUOUS LATERAL BRACE (QUANTITY U O AND LOCATION DEFINED BY TRUSS SHOP 8" THREADED ROD SET IN ADHESIVE W Z DRAWING.) WITH MINIMUM 4" EMBEDMENT z Q Q IWITH 1" WASHER I NAIL CONTINUOUS LATERAL BRACE TO °n' c J EACH TRUSS WEB WITH (2) NAILS SHEATHING gg DETAIL - TYPICAL HTT5 INSTALLATION Q J W FIELD NAILING SD -3 (USP PHD5 SIMILAR) � > � M W 1 ROOF TRUSSES (BY OTHERS) DETAIL - ANCHOR BOLT r I UPLIFT CONNECTOR (AS NOTED) SHEATHING EXTENDS DOWN ONTOZ Lu 2x4 SPF BLOCKING- NAIL WITH (2) RIM JOIST MINIMUM 6" MONOLITHIC FOUNDATION • OFFICE�' TO ALLOW FOR NAILING EXTERIOR a, U a 0.131"x 3'/" NAILS AT EACH END a� (3) TRUSSES MINIMUM (END NAIL OR TOENAIL) EDGE NAILING Z8" THREADED ROD SET 15" INTO AT SOLE PLATE ADHESIVE JOB NUMBER 18.0011 couNry FOR CONTINUOUS LATERAL BRACE DOUBLE PLATE w bUAL: DUVAL RIM BOARD STEMWALL FOUNDATION • EXTERIOR NUT WITH 2"x 2"x 16" WASHER � Ya" = V-0" (U.O.N.) THREADED ROD SET 15" INTO ALTERNATE: SIMPSON LBPS% SLOTTED cn DO NOT SCALE THIS DRAWING NOTES: (2) ROWS 0.131"x 2/z" NAILS ADHESIVE WASHER WITH 1" RELEASE DATE WASHER. : TRUSS BOTTOM CHORD STAGGERED @ 6" O.C. REQUIRED = 02 -02-18 1) CONTINUOUS LATERAL BRACES SHALL BE 2x4 No.3 SYP OR 2x4 No.2 SPF OR BETTER (U.O.N.) IN UPPER AND LOWER SHEATHING "QJ THREADED ROD c NAIL PORCH SHEATHING AS NOTED INTERIOR APPLICATIONS- — MIN.X" SPACE BETWEEN PANELS IF EDGE DISTANCE EXCEEDS 5" USE 2) ALL NAILS SHOWN SHkLL BE 0.131"x 3" NAILS (U.O.N.) SHEATHING EXTENDS ABOVE %" THREADED ROD SET 8" INTO 3 s DRAWNev. EXTERIOR FRAMED WALL SIMPSON / 171 x 6 / TITEN HD ROD COUPLER C, DJM DOUBLE PLATE MINIMUM 6" ADHESIVE TO AI I OW FOR NAILING WITH 1" CUT WASHER 0) CHECKED BY: FSS OR $' THREADED ROD SET IN ADHESIVE WITH — TITLE: EDGE NAILING AT DOUBLE PLATE d SECTIONS AND DETAILS MINIMUM 4" EMBEDMENT WITH 1" CUT WASHER I{•; (2 of 2) I I' rn = SHEET: Y DETAIL - TYPICAL LATERAL TRUSS BRACINGDD SECTION - EXTERIOR WALL PERPENDICULAR TO TRUSSEE DETAIL - TYPICAL SHEATHING NAILING BETWEEN FLOORS FF DETAIL - TYPICAL HDU8 INSTALLATION rcc DETAIL - THREADED ROD ASSEMBLY 0SD�3 SD 3 SD 3 SD 3 SD -3 (USP PHD6 SIMILAR) SD -3 FIN