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1700 Selva Marina New Home 2014 I I MAS"' SHOD I I NO A TOP06RAPH I G SURVEY OF THE NORTH 150 FEET OF THE SOUTH 115 FEET OF LOT 4, BLOCK q, 5ELVA MARINA UNIT NO. 5, A5 RECORDED IN PLAT BOOK 30, PAGE5 2C, 8 2qA OF THE CURRENT PUBLIC, RECORDS OF DU-,/AL COUNTY, FLORIDA. PREPARED FOR: RPG C ENERAL CONTRACTORS FILE> 0 P ;Oak V- OWNED 3�: C) 5 N OF oeg 19-p��tZT 1 t Nps OR NNIN&, p poo O 3/ iPF '� 4 3 R 0 112004 (�E 2235 Np 1fl 1 p pR� -(343 Pp` � 4) (8.13) BOC 4 Fl D 12TION D 'j.6� .) (8.4) p Z I (p, PO 2� PTO 1.P ,•.. O O t2• 31 (8.4) O 001311 N'{8F NG STH o Z M m tg�.2' 3/4„ IPS �dt�I O .� F�5G� \ Np ID 1 OD PEN (7.1) O 7i- 01 ' UtN X , 2•D 1 5.1) < (6 1 rn O , (7,85) BOC X(8.6) (7.6 O � ,� GRAPHIC SCALE y (8.5) 0. N Z I I li (7.3) p iRY 3�NGNM�RK 55 �} O 15 30 60 9O Ut l i w Q� TE 5 t-0 �1 Np,�/t) O� X(6.2) 4 7q 5/8„ iR�tON 8-t8 zrn n II I4 it N 0 o tip, „ t F SURVEYORS NO 2 ti No 0 3 NO t 1 TE5 I rn O73b II11 X(6 6) o o 7.9 (7.82) BOC I. THE DESCRIPTION AS SHOWN HEREON WAS SUPPLIED BY CLIENT. �L (8 1 P) 2. ALL OF THE IMPROVEMENTS AS SHOWN HEREON WERE LOCATED BY THIS SURVEY. r e �, TO N 5. ALL BUILDING TIES ARE PERPENDICULAR TO THE PROPERTY LINES, UNLE55 INDICATED X(6.6) ENG U1N (�t` 1 03 Sp (235• �xj OTHERWI5E. -5; 'II'tl 0 2 (7 g 2`��' QO 4. UNLE55 OTHERWISE NOTED, RECORD AND MEASURED DIMENSIONS AGREE. 5. OWNERSHIP OF FENCES, IF ANY, UNDETERMINED; FENCE TIES ARE TO THE FACE OF THE 1� �004 FE G (7.6 YT 4 - FENCING. ' W00 4` LO p.0' 6. THIS 15 A SURFACE LOCATION SURVEY ONLY; UNDERGROUND UTILITIES, IF ANY, NOT ,1 �R8 ON (7.4) 5-��°4 1�`�W LOT 3 DETERMINED. -7. THI5 IS A COPYRIGHTED DOCUMENT; NO PORTION OF IT MAY BE REPRODUCED, �� OF 1 Of 4 1 WHOLLY OR IN PART, WITHOUT THE EXPRESSED WRITTEN PERMISSION OF R.E. HOLLAND s ASSOCIATES, ING. p 25 t 8. THE STREET ADDRESS, IF SHOWN, IS AS FIELD POSTED ON DATE OF SURVEY. 2„ tpF q' NO TN SUTN N0 cf. THE SUBJEGT PROPERTY IS LOCATED IN FLOOD ZONE, "X, X-SHADED AE (EL 6)" OVANED P COMMUNITY NUMBER 1200-75 , PANEL NO. 040.7 H, 0408H , DATED JUNE 3. 2013 , BY p.N 5 z GRAPHIC SCALE; SAID FLOOD ZONE 15 NOT WARRANTED BY THE UNDERSIGNED UNLESS, 0. 1 �0 -0eg,��RY THIS SURVEY IS ISSUED IN CONJUNCTION WITH A SIGNED AND SEALED FLOOD ZONE NpyA OR yy�p.Vl 0000 1 ELEVATION CERTIFICATE FROM THIS FIRM. ��At 1120 P2fi,GE 2003 10. THE FIELD WORK OF THI5 SURVEY WAS COMPLETED ON 05/30/2014. °90 -f143 12. THI5 SURVEY 11. TH15 SURVEY FIAP °5 NOT VALID WI HOOT THEES NOT REFLECT SIGNATURE AR DETERMINE ND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. [ LO f 3 13. THE RELATIVE LINEAR 015TANGE ACCURACY FOR THIS SURVEY EXCEEDS 1:10,000. w 14. ALL MEASUREMENTS ARE IN U.5. STANDARD FEET AND WERE MADE WITH A 9 THEODOLITE AND ELECTRONIC 015TANGE MEASURING DEVICE AND/OR STEEL TAPE. 1 15. THE PROPERTY DESCRIBED HEREON CONTAINS 45,16q.1-I SG2UARE FEET OR 1.00 N AGRES, MORE OR LESS. ¢ 3 16. REFERENGE BEARING 15 MONUMENTED WE5TERLY R/W LINE OF 5ELVA MARINA DRIVE (100' R/W) BEARING 5 11056'50" E G a I-7. THI5 SURVEY IS CERTIFIED ONLY TO THE NAMED PARTIES HEREON AND MAY NOT BE TRANSFERRED TO ANY THIRD PARTIES OR SUCCESSORS IN TITLE, AND SAID SURVEY 15 V FURTHER CERTIFIED AS BEING CORRECT AS OF HE LAST DATE OF FIELD SURVEY. } 1 18. REFERENCE BENCHMARK: INTERSECTION OF SEMINOLE ROAD AND PLAZA, ATLANTIC ; 3/4„ tPP BEACH POLICE AND FIRE STATION. RR SPIKE IN 24" OAK TREE, 81.5' +- 5 OF GL OF PLAZA AND 3-7' +- W OF GENTERLINE OF SEMINOLE RD. LB 313 PG q5 LAMPASONE LOND N0 ID 12-15-q-1. ELEVATION IOA44 (NGVD Ig2q) CONVERTED TO NAVD 88 USING VERTGON N� G°R'ER ' SOFTWARE, DATUM SHIFT -I.Ogq. ELEVATION 8.845 (NAVO 88) © = WELL OF LO P.G. = POINT OF CURVATURE ORB = OFFICIAL RECORDS BOOK RE = REAL ESTATE IPF IRON PIPE FOUND COPYRIGHT 2014: R.E. HOLLAND & ASSOCIATES, INC. = IRF - IRON ROD FOUND E.O.H. EDGE OF WATER MI5 MISCELLANEOUS Surveyors Mappers Professional Surve & Mers = ID = IDENTIFICATION # „e R/W = RIGHT OF WAY a I.P. = IRON PIPE ;- DATE: 6/3/2014 ' ROBERT-E.,HOLLAND IRS = IRON ROD SET ® � WORK ORDER NO.: 207-14 ! = CENTERLINE FL REGISTRATION NO" 4242 .." THOMAS 4, SMITH PROJECT NUMBER: 10314 9770 BAYMEADOWS ROAD, SUITE 105 PH# (904)260-6300 FL .REGISTR�T,IGN R �65Q0 SHEET 1 OF 1 JACKSONVILLE, FLORIDA 32256 FAX (904)646-3272 FLORIDA CERTIFICATE OF AUTHORIZATION NO. LB 6755 DATE SIGNED: � k DRAWING NO.: C-10314 TOPO r PARTY CHIEF: JRR COMPUTED BY: DTS CADD TECH- DTS CADD' ,LE: 16314.DWG DC FILE NO.: 10314JRR A F.B.: N/A PG.: N/A =RPCM F 'OPYILEGeneral Confracfors Inc.C f` ��,+y Design • Develop • Build S E L V A M A R N A D R V E www.rpcgc.com (COUNTY ROAD NO. 551 , DEED BOOK 608, PAGE 8) 248 LEVY RD. (A 100' RIGHT—OF—WAY) ATLANTIC BEACH, FL 32233 PHONE: (904) 241-4416 l _- 1J FAX: (904) 241-4427 BEARING t (REFERENCE / u j S11 °56'50"E 150 00' 349.55' PATTED P.C. 12 -0, 601.01Y1211.011R/W FINE - - -- - _ �- — — 349.52' MEASURED N122 37W 29.90' 25.00 5' " CL J il J General Con trae ors 48"oAK � CHORD95.10 DISEASED TREE, REMOVE and RADIUS 5679,58' TRII MVAL T - (1) 48" OAK DISIASED Design Professionals - ` _ Ln C:) 1 (1) 31" OAK BLDG PAD � (1) 12" PALM BLDG PAD REVISIONS: C14 N N0. DATE REMARKS Uy (1) 12n PALM BLDG PAD (1) 15" MISC DECIDUOUS BLDG PAD 12 -0 (1) 10" PALM BLDG PAD (1) 25" PINE DISEASED -3/411 -- -34e-8TY X5 N,F REMOVE r L GARAGE 2 >> j AUTO COURT 187"± PROPOSED [INC[ I ;`, DOWN TO BULKNIAD LC) - �' SIN STATISTICS 00I ;n `L REMovE I F REMOVE SITE AREA: 43,769 SF 1.00 AC 100.0% <_ t X x — x BUILDING FOOTPRINT: 5,302 Sf 0.12 AC 12.1% � ,ul CONCRETE / PAVER AREA: 5,114 Sf 0.12 AC 11.7% - - TOTAL IMPERVIOUS ARIA: 10,416 SF 0.24 AC 23.8% TOTAL GREEN AREA: 331353 Sf 0.76 AC 76.2% I' TRIM BRANCHES OVER - I I PROPOSED RESIDENCE J FmW I DESIGN APPROVAL: DESIGNED BY: SBF (� \ I DATE: CD APPROVED BY OWNER: 115'± PROPOSED FENCE j DOWN TO BULKfIIAD /� rl DATE: 1 'I -� I - - 16i 34�-5 3/4" «, Q �1 ISSUED TO CONSULTANTS: DAT i rz , C� E: w FAQ ��00 1 �� , I LLJ r - CD REMOVE LLj ILL zg- CD ul r Q� co l.y REMOVE 0 L, - L -- , -r X GRASS TERRACE _ N� I o GARDI - �I - 16'-8 3/4" EL v rLL x l- R' POOL (960 SF) T X TRIM BRANCHES OVER PROPOSED RESIDENCI -- T ' O*e w - Foo � sh',q� v I - 7 t e _ CARLIN _ r - �� t i G `� r 1 r '' `-t- Ll r �j LL 1 �� S Y I , �6) CTI' RESIDENCE � DISEASED TRE h �� SELVA MARINA DRIVE ---- - ITO BE REMOVED - - - r - N / ATLANTIC BEACH, FL _ - r. On I i I - V5 05-15-14 - - I I PROJECT N0: -- - --------- - I DATE: N 7°15'19"W _ — _ 1 15 0.5 0' - SIT[ PLAN SCALE: 1/16" = V-0" -- CHECKED: ,� Z:\lobs\-Design Projects\Carlin Residence\Carlin Res 05-15-14 V5 SITE PLANA-1,6/3/2014 7:38:10 AM,DWG To PDF.pc3 ■ _ ■ 7��iy..ay...r+ xtw':??rma+x= t.,.e:�•'�Ee s.'v! �; RPCm ' FILE General Confractors Inc. Design • Develop - Build www.rpcgc.com 248 LEVY RD. ATLANTIC BEACH, FL 32233 PHONE: (904) 241-4416 FAX: (904) 241-4427 General Contractors and Design Professionals REVISIONS: N0. DATE REMARKS ■ \\a \ DESIGN APPROVAL: ED BY DESIGN : SBF DATE: APPROVED BY OWNER: MEE m MEi DAT ISSUED TO CONSULTANTS: i 1 i I DATE: IL .�.� .. ya ..AAA::.:. .. w,a..a��: a�.•e.�110"I", a.,. 41 20 \\`"y.:a'.`"-.\G...c.A.eoA.,..>.s;,, \��Ay.,s,a�...,..�.;.'.., .. m<e\'..a�.:..Aa�t'E •...,<y; _ .....e.��V5a.�a.s:.::;.:a.,...:..5vA.,.;'.i, ... .. •;a,,:\y>��Ax°.�aa,.�,..>y..,A,'.r.;. ,A: ��A .AyAN�, \s. aOtey yV ' zV AA':{::• _._ 1.15 u ?.�L�:c• �•.. p\er. IBM, a c V Ate` . �3.. �.:v\..� � A',\ 0 0' s Abbreviations — Project Descri tion AB ANCHOR BOLT AIC AIR CON DITION C.J. CONTROL JOINT THE SCOPE OF WORK FOR THIS PROJECT INCLUDES THE CONSTRUCTION OF A DIA DIAMETER NEW RESIDENTIAL HOME AND RELATED APPURTENANCES. ■ DN DOWN DW DISHWA HER EXP EXPANSION O.C. ON CENTER PT PRESSURE TREATED REF REFRIGERATOR i Code Information: Drawing Index JURISDICTION AUTHORITY <x,°",��' Legend CITY OF ATLANTIC BEACH I 99 WEST MAIN STREET I 31 DOOR TAG SMITHTOWN,NY 11787 CARLIN RESIDENCE 01 w I PHONE:(631)360-7520 SHEET N0. TITLE FAX:(631)360-7639 U, � I ARCHITECTURAL tYLU m i OB WINDOW TAG #OF SETS:3 SETS DRAWINGS SIGNED AND SEALED A0.0 COVER SHEET X _ � I 3 COPIES OF ENERGY COMPLIANCE FORM A1.1 FIRST FLOOR PLAN X Al2 SECOND FLOOR PLAN X a I A1.3 ROOF PLAN X A2.1 ELEVATIONS X m1� REVISION NUMBER A2.2 ELEVATIONS X I A2.3 ELEVATIONS X A3.1 ROOF DETAILS X ATLANTIC OCEAN HEIGHT DUTTON ISLAND DRIVE W. HARVEL LANE ADOPTED CODES ELEVATION TAG A3.2 FIREPLACE DETAILS 1 ROOM FINISH SCHEDULE X I 0'- " I COUNTRY CLUB LANE A4.1 DOOR AND WINDOW SCHEDULE X 2010 FLORIDA BUILDING CODE A5.1 BUILDING SECTIONS X BUILDING: • A6.1 WALL SECTIONS X Q w m ��" A6.2 WALL SECTIONS X ``1 Q w m °��,�°� �, D �P' PFF SPOT ELEVATION TAG BUILDING AREAS: A6.3 WALL SECTIONS X �� y z , � CARLIN ■ z m o m I 4,696 SF HEATED AND COOLED(1ST AND 2ND FLOOR) STRUCTURAL RESIDENCE 914 SF-GARAGE 1,508-PORCH S-1 GENERAL NOTES X 1700 SELVA MARINA DRIVE I SECTION NUMBER 373 SF-TRELLIS LEVY ROAD 11TH STREET I S-2 FOUNDATION PLAN X ATLANTIC BEACH, FL DONNER ROAD I SECTION DETAILS 7,491 SF TOTAL S-3 WALL LAYOUT-FIRST FLOOR X F RPC L STREET I I . S-4 WALL LAYOUT-SECOND FLOOR X oe I-- CO Cf) y S-5 TIE DOWN LAYOUT-FIRST FLOOR X F- LU �� N I SHEET NUMBER S-6 TIE DOWN LAYOUT--SECOND FLOOR X w C" p m cyi> 0 o p zpLpZAROAD o S-7 LOWER ROOF LAYOUT X R�qp PLAZA ROAD m S-8 UPPER ROOF LAYOUT X I DETAIL NUMBER SD-1 FOUNDATION DETAILS X o I Q y � m I 1 DETAIL REFERENCE SD-2 SECTIONS AND DETAILS 10F 2 X 0 0 3.1 SD-3 SECTIONS AND DETAILS 2 OF 2 X Contact Information SD-4 SDWC DETAILS 1OF1 X \/ - SHEET NUMBER SD-5 APA WALL DETAILS 1 OF 1 X v CLIENT: RPC GENERAL CONTRACTORS,INC. STRUCTURAL HULSBERG ENGINEERING,INC. 05-30-14 I 248 LEVY ROAD ENGINEER: 11481 OLD ST.AUGUSTINE ROAD#202 ELECTRICAL ATLANTIC BEACH,FLORIDA 32233 JACKSONVILLE, FL 32258 PROJECT No: yI CI rl I ty Map 014501 NTS N ELEVATION NUMBER (904)241-4416 PHONE (904)886-2401 PHONE E1.1 FIRST FLOOR ELECTRIC PLAN X DATE: 01-08-14501 I EXTERIOR ELEVATION (904)241-4427 FAX (904)260-4367 FAX E1.2 SECOND FLOOR ELECTRIC PLAN X 2, I MARKERS CONTACT: SHANE FEEMSTER CONTACT: JEFFREY HULSBERG I PLUMBING SHEET NUMBER EE I E F:;Z I I j F:;Z !E> I [NJ 1700 SELVA MARINA DRIVE ATLANTIC BEACH FL P1.1 FIRST FLOOR PLUMBING LOCATION PLAN X P1.2 SECOND FLOOR PLUMBING LOCATION PLAN X AOOO CHECKED: r ■ �RP = General Contractors Inc. 30'-0" 2 Design • Develop • Build A2.2 www.rpcgc.com 17'•0" 13'-0" 0 248 LEVY RD. ATLANTIC BEACH, FL 32233 5'•412" X 3'-11112" 6'-21/2" PHONE: (904) 241-4416 N N FAX: (904) 241-4427 WI.C. c 16 15 zo GUE T BATH 2'-0" STORAGE D N Q 07 � O) General Contractors O3'-2112" _ J _ GUEST ROOM GARDEN and N Design Professionals � Q 4 14'.0" T-6" 8'-6" A6.3 REVISIONS: - DN 14 N0. DATE REMARKS 19 8" 4'.0" OUTDOOR KITCHEN N D N 81'4" Q ■ � CV 8 314" 17 2" 6'4" T 0" 10'-0" 8'2" 20'8" 12'0" T-2" D T 8" 0 8" FEE] o N O O O 26 O O O O L — — — LAUNDRY ROOM GASTANKLESS CABINET F29 0 TILE77 o J - WATER HEATER MW p 9' "x6'0" 25 Z N 0 48"RANGE I � N Ln w o 5 0' ao FAMILY R OM 1 - I I N Q N BREAKFAST R00 I KITCHEN � � I Q 15'-1"x 3r,,'-9" 4.0 I 13 I D 1 24 N OFFICE zo M 12 I D W I N I 15'-1"x 12'-2" GRASS TERRACE o N SCREENED PORCH � _ _ M oV L� �1 '� Q I N �S far t�2i�tL+ .u> O 3 RISERS N VAULTED BEAM CEILING ABOVE a W 23 N Q N WALK N DN N GARAGE 2 Li� , 11 21'-9"x 23'-1" T-3" 2'-8 12'-2" _ N GRASS A5 I N N N 42"HIGH BAR 4112" CASED OPENING E N ED E o SCREEN BETWEEN 6X6 a N 48"REFRIG z 21 �; DESIGN APPROVAL: COLUMNS 8'-8112" 9'-11 112" 1'-4 314" Q 22 CASED OPENING 2x6 STUD WALL °- O 7'-0" 5'-0" DESIGNED BY: SBF DATE: 9'0" 3'-0" 2'_0" 5'-5" 5'-2114" 5'5" O - 13'-1 112" 10'2" - APPROVED BY OWNER: 14'-0" 16'-0" 18'-8- `V Sii � DN 1'2 314" —CASED OPENING 20 D �' 5112 HALL 5112" 3 RI ERS @ 6" 27 DN--> CY 2'-0" 112" 3'-4" 8" 6'0" g" g q 10112" 4'-5112" 2'-8" 2'-10112" 2'. ° PORCH A DATE: BRICK STEP _ `" 12'-0" - <r � PAVERS CV N 3 RISES 6'0" ISSUED TO CONSULTANTS: ■ DN o 0 3112 5'-3114" 5114" BY: _ 28 29 DATE: FULL SIZE __Pt WINE rn5 8X8 COLUMN COOLER o MECHANICAL `o 10'-0" 2'-0" 9'-0" 1' " 9'-0" 2'- " 8" _ m N M CASED OPENING BUILT-IN BUFFET @:_R`S N PAVERS SHUTTERS TO 48" PANTRY 23 4" EDGE OF PORCH _ PANTRY 7-9"x 9'-6" O - APPROXIMATELY 18"ABOVE M N PASS-THRU LG.1011-01i SED � 34'-0" CIP POOL PATIO PENING I�E M o ILMA ER VESTIBULE DO -2"x 4'-2" 2 2 DN o 0 O LG.10'-0" Az.3 A5.1 zo M 5 0 N ()OWDER ROOM �, 6'-0"x 5'-1" M N `D CLG.10'0" N G N 4 CASED N `r a OPE ING 7 1 o I 4'-10" N � In PORCH a O 1 POOL DN N O 8„ 3 RISERS 6" 16'-0"x 60'-0" _ _ GREAT ROOM N M a 1 - 2 0 (960 SF) C, I AUTO COURT PAVERS CONCRETE A2.1 � M N m o� � v r�i � DN A2.1 ENTRY 9'-0"x 9'-6" '4' T-8" 1.8„ W BEA CEILING ABOVE 4 0 1 0 1 4 N � I = 4 ❑ N r CASED OPENING TOTAL 22 RISERS @ 7%s" PAVERS - N 20'-5112" 21 TREADS @ 10" N O PAVERS Q 8x8 BLOCK COLUMN FRAMED OUT - AND COVERED WITH POOL BY OTHERS ` 2x6 STUD WA.L o c STAIR HALL `� M CEMENTITIOUS FINISH HEARTH ; I —co Lr_ — °p ISOKERN 42" N FIREPLACE _ _ _ o PAVERS 5 - A3:2 - — — - O - A6.3 3 � 2'-8" 3'-4' 2'-2" 4' 2'-2' 3.4 2'-5112" 3-2314" - - 6'_1_ 10'-0" 10'-0" 2'-6" 9'-0" '-6" C9 " 1314" r COAT CLOSET .n o 30 3112" 4'7114' 5114" O _ El ,— I DN O 5'4" AUTO COURT WALL, RIS RS DELETE N STEAM 2'-0" = 0 4"AZAK PICKET RAILING STORAGE BETWEEN 6X6 POSTS EMBEDDED 10'-0" 3'0" T-0' 10'0" "' 18'8 N DN SHELVES HOWER N W 4 8" �' 31 3 COURSES IN 8"STUCCO BLOCK IN CORNER m m 6'-0" 35 HALL O BRICK STEP O �, AMP00 NICHE N o S _ O z ;�;:s��,C�,Ey�. � CABINET a =:i xF �.. . _ CARLI N � CV ■ o �4 n 19 n N n 32 co `n � w MASTER BATH o GARAGE1 RESIDENCE 4 _ 3'l 9'-6 1/2" ° N 21'-9"x 13'-1" o N 1700 SELVA MARINA DRIVE CASED OPENING o o `- GARDEN o PAVERS N N ATLANTIC BEACH, FL O � � � VAULTED BEAM CEILING ABOVE BUILT-IN CASED OPENING GARDEN SPA TERRACE DN o 0 o O o MASTE DRESSING WARDROBES o 4 3 RI ERS "' 24'l 12'•8112" 3'-6" 9'-6112' DN O O H PAVERS MASTER BEDROOM � 32 Z_ N 8'-0" 6'-0" 6'-0" 15'-1"x 23'_6" � Q _ BUILT-IN CABINETRY z IN GROUND SPA o (GAS HEATED) _ za V SPA BY OTHERS 18 BENCH L ------ CABINET 7 06-13-14 O O O AIC O O PROJECT N0: 014501 171-011 8 9112' 8-0112' 11 6 7 0 7=0" DATE: 01-08-14 - 10'-0" 50'-0" 11'-4" 14'-0" 3 I A5.I A2.2 ■ 1 First Floor Plan A1.1 Scale: 1/4"=V-0" CHECKED: �R PCE ,! I OPY General Contractors Inc. a ` Design • Develop • Build 301-011 r27�_A2. �� . www.rpcgc.com 17'•0" 13'-0" 0 B 248 LEVY RD. ATLANTIC BEACH, FL 32233 PHONE: (904) 241-4416 5'-412" T-11 112" 6'•2112" = FAX: (904) 241-4427 n, CV r ISI c _ WI.C. c d' V q bo O GUE T BATH STORAGE D 18 zzr0 General Contractors <D O 3'-2112" Z GARDEN an Q GUEST ROOM co Design Professionals • N d Q d 0 00 } REVISIONS: NO. DATE REMARKS - DN 8. 14 19 8" 4'.0" OUTDOOR KITCHEN p N 81'4" Q ■ - 831411 N 1T 2" 6'•4" TO' 10'-0" 8'-2" 20'-8" 12'-0" 3 2 �7'4' 6 �N N 26 L — — — GAS TANKLESS CABINET O on 7�' 0 LAUNDRY ROOM / J WATER HEATER N TILE // M W ° b 9' "x 6'0" 25 Z N 48"RANGE I N M N L o 5'-0" FAMILY ROOM Q 00 00 zr BREAKFAST ROOM I ITCHEN 151 x351-91140 N I n I " - O 0 13 ' � D 24 N OFFICE - N _� 12 I_ W I N I 4 15'-1"x12'-2" GRASS TERRACE o SCREENED PORCH , M 3 RISERS - L — � `�' a W i N _ �.. - N ;.tze�i E I£3 ACCESS O VAULTED BEAM CEILING ABOVE Q 23 N F � I � N Q N GARAGE 2 WALK = DN I N 21'-9"x 23'-1" N - �Jo 4 Fz7V3'-3" 2'-8" 12'-2" A5.I Q N N 42"HIGH BAR n N GRASS N 4112 CASED OPENING a DESIGN APPROVAL: SCREEN BETWEEN 6X6 ' 21___ COLUMNS 48"REFRIG Q 22 "' 7-0^ 5'0" DESIGNED BY: SBF 8'8112" 9'11112" 1'4 314" Z CASED OPENING 2x6 STUD WALL DATE: - -_ 10'-2" - APPROVED BY OWNER: 9'0" T-0" 2'-0" 5'5" 5'-2114" 5'5" OI 13'1 112" 14'0" 16'-0" 18'-8" `V C11 -DN 1'-2 314" !—CASED OPENING HALL 20 3 RI ERS @ 6" N 27 DN 5112" 5112" PORCH 2' 0112" 3'4" 8" 6'0" g° 31411 10112" 4'-5112" 2'-8" 2'-10112" 2'- " A DATE: BRICK STEP 12'-0" _ PAVERS 3 RISE S N N 6'-0" ISSUED TO CONSULTANTS: ■ DN o _ 0 3112' z `r 5'-3114" 5114" BY: _ " DATE: - FUWINE E 8X8 COLUMN - - F-1 F1 5 - - COOLER O e 00 A2.3 N MECHANICAL `� 10'-0" 2'•0" 91•0" V 9'•0" 2'- " �8" _ cD N < r CASED OPENING BUILT-IN BUFFET EFI ,. 23 4" PAVERS SHUTTERS TO 48" R'S PANTRY EDGE OF PORCH _ PANTRY 7 9"x 9'-6" O - APPROXIMATELY 18"ABOVE DN PASS-THRU LG.10'-0" ASED f2 34'0" o POOL PATIO — PENING M xE `V SMA ER VESTIBULE C10 -2"x 4'-2" 2 2 M DN 0 O LG.10'-0" 5'•0" o ()OWDER ROOM - _ M 6'0"x 5'1" Q m k• N CLG.10'-0" N O O{ - N C SED 1:1 Jqt N - OPE ING o 11.4n � o I I N 4'-10" N m c0 N _ PORCH a O 3 RISERS 6" N 611 d POOL DN GREAT ROOM N N 1 _ = 16'-0"x 60'-0" a - O - - I �r AUTO COURT PAVERS CONCRETE 2 <o (960 SF) o m Ln -v �" A5.1 A2. DN--> 0 9 M ENTRY k, 9'-0"x 9'-6" - - -4" T-8" 1'8" C ■ � III _..-.. I CO 1 II I• " N IWI BEA CEILING ABOVE 4 0 1 0 1 v_ ; 4 I N � TOTAL CASED OPENING / 22 RISERS @ 7%s' O PAVERS - = 20'-5112" 21 TREADS @ 10" N M 8x8 BLOCK COLUMN FRAMED OUT PAVERS AND COVERED WITH 00 2x6 STUD WA.L o CEMENTITIOUS FINISH POOL BY OTHERS o N Q) STAIR HALL `� N C? R HEARTH O_ ISOKERN 42 � �- --- -- - Cl?� A2.3 o s FIREPLACE M _ _ 34'-0" 5 — - - — A6.3 PAVERS t - — — - O3 A3 2 10'0" 101-0.1 2111 91.011 g" A2.3 N 8" 3'-4" 2'-2" 41-411 2'-2" 3'-4" 2'-5112" T-2314" 113!4" �r ` N 1 I COAT CLOSET ,n 3112" 4W 114' 511411 51.411 AUTO COURT WALL, 0 7 \_ ' DN O 0 n 4"AZAK PICKET RAILING I RISERS �HOWER TEAM 2-0 __ DELETE �, STORAGE = BETWEEN 6X6 POSTS EMBEDDED 10'0" 3'0" T 0" 10'-0.1 "' 18'8 `V DN SHELVES N 3, 3 COURSES IN 8"STUCCO BLOCK IN CORNER--Z ` 4 8 m o O 6'-0' � 5 HALL � AMP00 NICHE BO N BRICK STEP HO N a. 33 CARL! N Z ( C'V _ - - CABINET o FOR C � — (!) �.; E„��r 1, cV ■ a Q 32 RESIDENCE ZD `� Cn w MASTER BATH LU > o GARAGE! T-6" 9'6112° N 21 9 x13 1 o N 1700 SELVA MARINA DRIVE C? \ — < PAVERS CASED OPENING N N GARDEN ATLANTIC BEACH, FL 1 34 VAULTED BEAM CEILING ABOVE BUILT-IN CASED OPENING m. GARDEN SPA TERRACE —DN M MASTE DRESSING WARDROBES o11 3 RI ERS 24'-3" - 12'-8112" 3'6" 9'6112' O 0 32 H PAVERS MASTER BEDROOM N 8'-0" 6'0" 6'-0" 15'-1"x 23'-6" Q BUILT-IN CABINETRY I IN-GROUND SPA o _ o (GAS HEATED) ` � - - _ - V7 { _ " Q I I 1CABINET 06-13-14 18 BENCH SPA BY OTHERS -- - - '—' PROJECT N0: O 14501 L; AIC 4'-8" O IT-O" O 8'9112" O 8'0112 O 11 6" E 7 0 O 7 0' DATE: O 1-08-14 M 50111 17'-4" 14'-0" i 10'011 t s 4 k, A5.I A2.2 3 Aces*M ■ 1 1 First Floor Plan Al 1 CHECKED: Scale: 1/4"=V-0" 9 ■ =RPa'3`,s"""'.a* Zf , 1:. 3 F It I General Contractors Inc. 2 30'-011 r x Design • Develop • Build www.rpcgc.com 17'-0" 131-0" O 248 LEVY RD. ATLANTIC BEACH, FL 32233 3'-11112" 61-2112" PHONE: (904) 241-4416 N N N FAX: (904) 241-4427 wjI.C. BUILT-IN 3.2^ WARDROBESIL L 16 15 STORAGE D GUE T BATH 2'-0" O18 N 17 _ General Contractors O - T-21/2" Z o o "�, zo GARDEN a n d GUEST ROOM Design Professionals a ` _ = o o u - y 14'-0" T-6" 8'-6" A6.3 REVISIONS: - DN 14 N0. DATE REMARKS 19 8" 4'-0" OUTDOOR KITCHEN Q D 81 4„ ■ d N - 8 314" 17'-2" 6'-4" T 0" 10'-0" 81-2" 20'-8" 12'-0" o � o 3`21 T8" _ 6. N O' O O 26 O O LAUNDRY ROOM GAS TANKLESS _ CABINET � O O O L � o ' ' " I " ¢ N WATER HEATER N TILE o 6 _ p 9•� x 6-0 25 IMW z _. N , I 1I " 4 N 48"RANGE I M w o 5 0 ox FAM Y ROOM I ¢ N N bo BREAKFAS ROOM/KITCHEN �* � 1 4' 35'-9" 4'0" zo 13 D24OFFICE GRASS TERRACE N ` SCREENED PORCH 12 I W I- N I 15'-1"x 12'-2" 3 ERS v N 4 — I N A11-11"O ,t'C'F co _ Q N VA LTED BEAM C :LING ABOVE ti GARAGE 2 WALK DN N 21'-9"x23'-1" _ o 4 0 N 2'-8" T-3" 21-8" 12'-21' = N A5.1 o M N 42"HIGH BAR o GRASS °° N 4112" CASED OPENING - _ SCREEN BETWEEN 6X6 Q N 4�"REFRIG Q 21 22 � DESIGN APPROVAL: COLUMNS 8'-8112" 9'11112' 1'-4 314" 7'0" 5'0" DESIGNED BY: SBF Z O— CASED OPENING „2C6 STUD WALL DATE: 9'0" T-0" 2'-0" 5'-5" 5'-2114"- 5,5R -- I _ 10'-2" - - APPROVED BY OWNER: Oa 1 112" N D5112 —CASED OPENING HALL 20 5112" 3 RI ERS @ 6 N O DN 14'0" 161-011 18'-8" 11 1'2 314' " 27 M N. 11 a R BRICK STEP � 12'0" 2'-0" 112" 3'-4" 8 6'0" g g_4^ 10112 4'-5112" 2'-8" 21-10112" 2'- ° PORCH O A DATE: �' � N N � PAVERS 3 RISES 6'-0" ISSUED TO CONSULTANTS: ■ DN - Z 5'-3114" 5114" BY: o 0 3112 FULL SIZE 28 29 DATE: 8X8 COLUMN co COOLER O - �, MECHANICAL 10'-0" 21-0" 9'0" 1' 9'0" 2'- " 8" _ - -. t:-R'S BUILT-IN BUFFET PAVERS SHUTTERS TO 4811 PANTRY _ e EDGE OF PORCH o PANTRY 7 9 x 9'-6" _ " G m3 APPROXIMATELY 18"ABOV i DN PASS THRU G.10 0 ASED 34'-011 °? POOL PATIO PENING 2 o N * LLMR ESTIBULE -2"x 4'-2" 2 2 <- DN 0 O LG.10'-0" A2.3 A5.1 5'0" co N ()OWDER ROOM N 6'-0"x5'-1" Q Ir ti � <D CLG.10'•0" N O _ N O CASED i OPE ING o 41-10" N ° I PORCH �, Q � 2 I o O N 3 RISERS 6" 8" POOL r M DN 'AGR ATR OM N N O 16'0"x 60'-0" _ o � ¢ - a I v AUTO COURT PAVERS CONCRETE 2 0 (960 SF) 13' Lo A2. N o> m v c- A5.1 c+ — i A2.I r o Og � DN 3 "' ENTRY �. 9'-0"x 9'-6" I 1-4" T-8" 1'-8 _� ■ GV I-� I- N I- II - LLJI BEA CEILING ABOVE � 4 0 1 0 1 Cp V F N TOTAL CASED OPENING O - 3 " -- 22 RISERS @ 7-/6 PAVERS - 1� 20'-5112'' ° , 21 TREADS @ 10" 11, O CV N PAVER Q 8x8 BLOCK COLUMN FRAMED OUT m 2x6 STUD WA.L ��o AND COVERED WITH POOL BY OTHERS + = CEMENTITIOUS FINISH N �'�4 ALL `fl M STAIR H HEARTH � — 4 iij FIREPLACE II -- — - - O ISOKERN 42 ,, A2.3 $ o C? O PAVERS 1 O\3.23 - - i101011 216"10'0" 9 0 16� A2.3 r N 2'-8" T-4" 2'-2" 4' " 2'-211 T-4" 2'-51121' 31-23/411 6'-,11314 N zo . _ .. .. . .. ...... I COAT CLOSET �r O - 30 311211 4'-71 A' 5114" c? F DN - O -O Q 5'-411 AUTO COURT WALL, M STEAM2'-0° _ 0 4"AZAK PICKET RAILING c RIS Tr RS N DN DELETE N L STORAGE HOWER = N 31 BETWEEN 6X6 POSTS EMBEDDED 101-0" 0" T-0" 101-01, "' 18'-8' NHCORNER Q � w 4'-8" O 3 COURSES IN 8"STUCCO BLOCK mw 6-0' 35 o E BRICK STEP H N HALL N AMP00 NICHE O N °< O ACCESSATTIC . o CABINET :;.;,Lr, N CARLIN Ln ■ ) M � 32 r `D cn � MASTER BATH o RESIDENCE Of W LU _ = GARAGE1 3'6" 9'-6112" N 21'-911 x 131-1" o N PAVERS CASED OPENING N N N 1700 SELVA MARINA DRIVE GARDEN )=L] p., ATLANTIC BEACH, FL 34 VAULTED EAM CEILING ABOVE BUILT-IN �— CASED OPENING ` GARDEN SPA TERRACE DN o 4 0 o WARDROBES o o c MASTE DRESSINco il�N G 3 RI ERS zo 24'-311 M 12'-8112" 31-61' 9'•6112' . `� DN H PAVERS , MASTER EDROOM N 32 ., +. 8'0" 610" LU 61-0" 15'-1" 23'•6" Q BUILT-IN CABINETRY o Q _ Eo IN-GROUND SPA o o N (GAS HEATED) V6 - 18"BENCH Q CABINET t SPA BY OTHERS 05-30-14 AIC PROJECT NO: 014501 4'-811 O 1T-01' O 81-91121' O 8'0112'' O 11'6" T-0" O T-0" DATE: 01-08-14 ( M 101-011 501-011 17'-4" 141-011 3 A5.1 A2.2 A 1 ■ 1 1 First Floor Plan A A1.1 Scale: 1/4"=V-0" CHECKED: ■ s CM FILE CO " General Contractors Inc. f Design • Develop • Build www.rpcgc.com I 248 LEVY RD. ATLANTIC BEACH, FL 32233 PHONE: (904) 241-4416 FAX: (904) 241-4427 I General Contractors and I 4 A6.3 Design Professionals I REVISIONS: N0. DATE REMARKS i; z z ■ i i f s 4 A5.I f { a DESIGN APPROVAL: DESIGNED BY: SBF 8'l DATE: 12'-0" 30 8" 5'-0 314" APPROVED BY OWNER: B a DATE: SHAMPOO NICHE ■ CLOSET N °M IBYUED TO CONSULTANTS: 1 A2.3 4'4" 4'1" 5'10" DATE: ti °� 46 E 42 HALL BATH 8'-2"x 6'-0" DN - "' o a F 'I o ro a 2 0 2 o A2.3 A5.I 41 BEDROOM 2'4112" 3'-11" 6"TEMPERED GLASS 12'4"x 13'-3" SHELF AT 40" 13'-8112" 43 6-3112" A 'i 0 CV HALL M ;I �I - 2X6 STUD WALL o k Li O PORCH `° WIC SITTING AREA F ° 45 21'-0"x 9'-9" - DN BEDROOM/STUDY Z = t"ll w 47 S2 z 13'-2"x 13'-3" - DN `fl 40 � o O ROD AND SHELVES W.I.C. TYPICAL IN ALL c� 3-3112-1 CLOSETS z o ■ 38 = w cp o �o 13'-8112" 3112" _ 10'-8" A - HALL 7 co co DN Ln a 37 Do a , O SUITE -,I 12'-4"x 13'l N 3 311 Z ti 4 - _ N o I O ° Y W 3g N OPEN TO BE OW SUITE BAT 82x60 A2.3 N 20 - - PO CHE 5 RISEIRS Cal 73j " N1CIP > 4--REP DS 10" I � _ A F H LCC 8'4' O 5'4" i El 'I y ■ CARLIN RESIDENCE >: 1700 SELVA MARINA DRIVE ATLANTIC BEACH, FL V6 05-30-14 PROJECT NO: 014501 DATE: 01-08-14 3 I j A5.I A2.2 Al 2 ■ 1 Second Floor Plan A1.2 Scale: 1/4"=1'-0" CHECKED: i m�:L° t7�i�•rfr=..anarrs �S`$a'+ r�r= � �t w� � LE C F pyt , General Contractors Inc. x a } szh§ Design • Develop • Build N www.rpcgc.com — �t- 2 248 LEVY RD. A2.2 ATLANTIC BEACH, FL 32233 PHONE: (904)241-4416 N FAX: (904) 241-4427 — 00 METAL ROOFING 4112 8112 8112 4112 General Contractors and N Design Professionals 00 NEENNE FAN EXHAUST VENT DRYER EXHAUST VENT IN REVISIONS: IN WALL WALL AE 3 N0. DATE REMARKS ■ N N � 74/12 4112 N — 00 4112 8112 I 8112 4112 A3.I N — 00 MENNEN DESIGN APPROVAL: 4 A5.I DESIGNED BY: B 411 4112 DATE: N d- FAN EXHAUST VENT APPROVED BY OWNER: N IN WALL 4 DATE: METAL ROOFING d' ISSUED TO CONSULTANTS: ■ r BY: METAL ROOFING DATE: TOILET EXHAUST 6 PLUMBING EXHAUST VENT A3.1 VENT N — 2 00 1,A .3 3 A3.1 2 I A5.I A2.3 1112 8112 8112 4112 2 I I ■ A2.I A5.I A2.I METAL ROOFING N TOILET EXHAUST VENT 4 PLUN BING EXHAUST A2.3 VENT U 3 A2.3 N FAN EXHAUST VENT N d- IN WALL 00 N — 411 4112 N CARLIN CIO 8112 8112 RESIDENCE 2 1700 SELVA MARINA DRIVE A3.1 112 411 ATLANTIC BEACH, FL SI 4112 8112 8112 4112 N �— METAL ROOFING 0o N - - CIO V6 05-30-14 PROJECT N0: 014501 DATE: 01-08-14 FAN EXHAUST VENT METAL ROOFING IN WALL 1 A1.3 Roof Plan Al 0 Scale: 1/4"=V-0" 3 I A5.I A2.2 CHECKED: akt a::•sw as y ?..._r. r,-•<x. } Y �. .ci'4..','E[ =�RPCM •2'47:- C,Y:Y-2-r""✓��'"�'� a�n'"3'�a'gym 5';-..aE ,T'j A'. S t� General Contractors Inc. MAXIMUM BUILDING HEIGHT I 40'-0" a Design • Develop • Build 9 P www.rpcgc.com MAIN HOUSE TOP OF RIDGE 248 LEVY RD. STANDING SEAM METAL ROOF 36A 314" ATLANTIC BEACH, FL 32233 PHONE: (904) 241-4416 FAX: (904) 241-4427 12 �8 General Contractors 1X10 TRIM 12 and - �4 MAIN HOUSE PLATE HEIGHT � Design Professionals 25'-8112" g GUTTER _ T-O SECOND FLOOR TOP OF WINDOW REVISIONS: _ F> 23'x" 4"AZAK PICKET RAILING BETWEEN 6X6 'z �a; °� Ev : GUTTER N0. DATE REMARKS POSTS v )))`1 CCA, far V ' V � � ��s� 6'CORNERBOARD HARDIPLANK SIDING 2X6 TRIM 6X6 POST WITH CHAMFERED EDGE CEMENTITIOUS FINISH r�,�� `��'��A F� ��. �� TRAINGULAR LOUVERED VENT 2X2 TRIM WING TOP OF RIDGE LINTEL 1X8 TRIM 18'-1112" BALCONY BRACKET GUTTER STANDING SEAM METAL ROOF GUTTER FINISHED FLOOR - 15'-5112" TOP OF JOIST PORCH FLOORTTF7 15'-4" 15'•11/2 �8 12 i i . . � . . ..... . - � MAIN HOUSE CEILING HEIGHT 18� 4 :_. � � � �,� 13'-11112" w. i I I � GUTTER NG PLATE HEIGHT wl � ii � 12'-1112" GARAGE 1 PLATE HEIGHT 12 - 4 4�- MAIN HOUSE TOP OF WINDOW 10'•8" \\\\ INN • \ \ 2'0° > WING TOP OF WINLl DOW \ � \ 101112 GUTTER " K \\ < , �, \\ _ _ r., \\.. ,.. GARAGE I TOP OF WINDOW \< r \.. , 8'-1 112 \ ��, :. �,�� ..,,..�.«��_ >_�.��_.��. � �. \�� _ \\ \ \ > . 1X10 TRIM „�,: .��\, , ,.:� �\ .>.,. �>. ��u mg 6 CORNERBOARD .\. \. _ \ ,�MIN \ ..,>> \, HARDIPLANK SIDING, \\ \ \ - DESIGN APPROVAL. a�, SMOOTH FINISH WITH 6 EXPOSURE \\�>� \ � 2X2 TRIM txaTRIM DATE: F NISH D FLOOR 2'-1 12" 0 1 N _ _ TOP OF SLAB ELEVATION PORCH FLOOR 2-0 APPROVED BY OWNER: GRADE ' : GRADE � GR DATE: FIXED SHUTTER CEMENTITIOUS FINISH,SHAPED OVER BLOCK 1'8" 4"AZAK PICKET RAILING SCREENED DOOR BETWEEN 6X6 POSTS CEMENTITIOUS FINISH AUTO COURT WALL ISSUED TO CONSULTANTS: BY: DATE: l EAST ELEVATION A2.1 Scale: 1/4"=I'-O" OIL MAXIMUM BUILDING HEIGHT 40'•0" MAXIMUM BUILDING HEIGHT rik 40'•0" MAIN HOUSE TOP OF RIDGE MAIN HOUSE TOP OF RIDGE 36'-9 314° 36'-9 3/4" : ■ GUTTER GUTTER OIL MAIN HOUSE PLATE HEIGHT ' MAIN HOUSE PLATE HEIGHT � 26-8112" 25'-8112" SECOND FLOOR TOP OF WINDOW SECOND FLOOR TOP OF WINDOW 23'-4" _ 23.4 4"AZAK PICKET RAILING BETWEEN 6X6 L� � �„ v� t a _ �� k POSTSfi v w = # TRIANGULAR LOUVERED VENT WING TOP OF RIDGE 'a WING TOP OF RIDGE � 18'-1112" GUTTER 18'-1112" FINISHED FLOOR - GUTTER FINISHED FLOOR 15'-5112" 15'-5 1/2" TOP OF JOIST TOP OF JOIST 15'4" 15'-4" _ _ it i L I I ' I i CAPON 6"TRIMAL t MAIN HOUSE CEILING HEIGHT \` MAIN HOUSE CEILING HEIGHT 13'-11112" 13'-11112" GUTTER GUTTER WING PLATE HEIGHT WING PLATE HEIGHT � OIL 12'-1112"AL 12'1112" MAIN HOUSE TOP OF WINDOW 0 9112 0'.g 1 �T WING TOP OF WINDOW .. \d �. .a ... ....\ �..a'. 1. ..: \ .. \... , ...\. �.. .... \g' as e \ 0 OF WINDOW � \ ., \ WING T P ,, \. \ > \,,\ a 10'-11/2" �\ < < \ x. L, a IN .. ... .' � x.. \\�\ \: �\�_ CARL I N �. < < \ � a > c 01, < a \ _ E DEN \ �, . RES C DECORATIVE PANEL � \ � >. t ECO \ � \ ,_ \ \ _ \\ aF. . _ F r , . LVA MARINADRIVE .�\ \ t � � , � 1700 SE \, a \ \ \. \ a<i�s HARDIPLANK SIDING ,,... � \�..>��\ BEACH, FL v.._, .. ,,.., ..>. ATLANTIC \ \.: AT C .. as .> :: .. .. a .., .. .�< . .,_ � ..• .. .+. < > GARDEN SPA TERRACE a \\\ _ , ,.. .,, �, r ,.. FINISHED FLOOR CEMENTITIOUS FINISH .,. F >.,. .. FINISHED 0 \ a , " 2, " \ .,�.r. `\:, \ � „�..,,, _ ate_..,,..�, �� ,., >,.<..,,..�.. ��. 2'-1112" -1112 ��\,��._. ,��..>.. :\�' _..,�r,�,. __.,._<,_�„u „,.,„::: TOP OF SLAB ELEVATION OIL TOP OF SLAB ELEVATION i 7.0” 2' 0 GRADE BEYOND ! GRADE GRA i 0'0°DE 0-0 GROUND LINE GRASS TERRACE SCREEN POOL PATIO ` , LOUVERED PANELS V 6 05-30-14 PROJECT NO: 014501 DATE: 01-08-14 1 2 WEST ELEVATION A2.1 Scale: 1/4"=P-0" A201 CHECKED: ® s_ sFILE COP 3 General Contractors Inc. Design • Develop • Build _ ... . .. t www.rpcgc.com MAXIMUM BUILDING HEIGHT 40'-0" 248 LEVY RD. 2X8 TRIM ATLANTIC BEACH, FL 32233 PHONE: (904) 241-4416 Ill MAIN HOUSE TOP OF RIDGE 36'-9 314" F 241-4427 TRAINGULAR LOUVERED VENT LOMANCO MODEL NO.911 STANDING SEAM METAL ROOF CEMENTITIOUS FINISH 12 12 General Contractors 81 18 and Design Professionals 1 12 GUTTER 12 OL MAIN HOUSE PLATE HEIGHT GUTTER �4 REVISIONS: 25'-8112" GUTTER N0. DATE REMARKS ■ OI\ SECOND FLOOR TOP OF WINDOW 23'4" 2'0" — �� T-01116" 2'-0" 6 �a�\211",to -- 4"AZAK PICKET RAILING BETWEEN 6X6 POSTS OIL WING TOP OF RIDGE 18'-1112" FINISHED FLOOR OL 15'-5112" OL TOP OF JOIST PORCH FLOOR 15'-4" i ' I I '� , � 15'-1112" I I i OL MAIN HOUSE CEILING HEIGHT 13'-11112" GUTTER U GITTERi OIL WING PLATE HEIGHT j 12'-11/2" I I OL MAIN HOUSE TOP OF WINDOW GARAGE 1 PLATE HEIGHT i 1U-9 12" _ 2-0 OIL WING TOP OF WINDOW 10'-11/2" \� \ �\ ? \\ , F r �>r� a GUTTER \ . . \. _ \ agt r GARAGE 1 TOP OF WINDOW �\ �R v qG \ 8'1112" 4t 01", min r:.:..u..;S :`,��f Q.i..:::a. \ \ DESIGN APPROVAL: as.,..: ._......., ..,...x \ �� .� �� z � � � � \�� DESIGNED BY: SBF ® �\ BOwpl \ \ MIN DATE: _ _ FINISHED FLOOR - _ _ _ _ _ _ _ _ __ _ \ _ APPROVED BY OWNER: AL GARDEN SPA TERRACE 2'-1112" Ov::. OL TOP OF SLAB ELEVATION DAT ' " - PORCH FLOOR OLE: 20 - 1'-6" ■ GRADE EDGE OF RETAINING WALL ISSUED TO CONSULTANTS: GRADE Alh 0'-0" 0,-0" BY: (1) 150 sq. in. clear hydro—static 4"AZAK PICKET RAILING BETWEEN 6X6 DATE: openings this wall. (2) openings POSTS total. Total required clear opening is 284 sq. in. 1 SOUTH ELEVATION A2.2 Scale: 1/4"=1'-0" OL MAXIMUM BUILDING HEIGHT MAXIMUM BUILDING HEIGHT 40'-0" 40'-0" OIL MAIN HOUSE TOP OF RIDGE MAIN HOUSE TOP OF RIDGE ■ 36'-9 314" 36'-9 314" IRV GUTTER GUTTER MAIN HOUSE PLATE HEIGHT GUTTER MAIN HOUSE PLATE HEIGHT rib, 25'-8112" GUTTER 25-8112" oll SECOND FLOOR TOP OF WINDOW " SECOND FLOOR TOP OF WINDOW 23'-4" 23'-4" a( 2'0" T-01116" i 'Z 2 e' GUTTER WING TOP OF RIDGE __ WING TOP OF RIDGE 18'-1112" 18'-11/2" FINISHED FLOOR FINISHED FLOOR OIL16-5112" 15'-5112" TOP OF JOIST TOP OF JOIST 15'-4" 15'4" MAIN HOUSE CEILING HEIGHT MAIN HOUSE CEILING HEIGHT CA R L I N 13'-11112" ■ GUTTER WING PLATE HEIGHT �\ GUTTER WING PLATE HEIGHT RESIDENCE 12'-1112" 12'-1112" MAIN HOUSE TOP OF WINDOW MAIN HOUSE TOP OF WINDOW 1700 SELVA s 2" INV ATLANTIC BEACH, FL \ . ; \\ .\ WING TOP OF WINDOW-1112 WING TOP OF WINDOW ,� \ 10 10-1112" _ "S E° \ , _ \� \ " IN'01 } Op F FINISHED FLOOR _ _ __ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ FINISHED FLOOR OIL a r 2'1112" 2'0" •' - `•`' 2'-1112" L TOP OF SLAB ELEVATION _ _ _ _ _ _ _ _ _ TOP OF SLAB ELEVATION � 2'-0" 2'-0" V6 05-30-14 OIL G GRADE RADE 0'-0„ 0 0 4"AZAK PICKET RAILING BETWEEN 6X6 (2) 131 sq. in. clear hydro—static PROJECT N0: 014501 POSTS openings this wall. (4) openings total. Total required clear DATE: 01-08-14 opening is 498 sq. in. 2 NORTH ELEVATION A2m2 A2.2 Scale: 1/4"=1'-0" CHECKED: 'ILE UP CM R ■ General Contractors Inc. Design • Develop • Build www.rpcgc.com 248 LEVY RD. ATLANTIC BEACH, FL 32233 MAIN HOUSE TOP OF RIDGE OIL MAXIMUM BUILDING HEIGHT 40'-0" PHONE: (904) 241-4416 36-9 314" FAX: (904) 241-4427 OIL MAIN HOUSE TOP OF RIDGE 36-9 314" General Contractors and 12 GUTTER 6� Design Professionals 1 12 4 MAIN HOUSE PLATE HEIGHT REVISIONS: 25'-8112' - - N0. DATE REMARKS GUTTER SECOND FLOOR TOP OF WINDOW • - �23'4" MAIN HOUSE PLATE HEIGHT 25'-8112" GUTTER STANDING SEAM METAL ROOF OlL SECOND FLOOR TOP OF WINDOW 23'4" 4"AZAK PICKET RAILING BETWEEN 6X6 POSTS __ WING TOP OF RIDGE 18'-1112' FINISHED FLOOR 4"AZAK PICKET RAILING BETWEEN 6X6 15'-5112" -— POSTS TOP OF JOIST OIL WING TOP OF RIDGE 164" 18'-11/2" MAIN HOUSE CEILING HEIGHT rik OIL FINISHED FLOOR GUTTER 13'-11112" 15'-5112" TOP OF JOIST OL WING PLATE HEIGHT 15' 12'-1112" AL MAIN HOUSE CEILING HEIGHT GUTTER - MAIN HOUSE TOP OF WINDOW 13'-11112" _ 10'912 U GUTTER WING TOPOFWINDOVJ OIL WING PLATE HEIGHT 10'-1112" 121112 110%1`11 11101 \�\ \ -__ \fie .. " � p� MAIN HOUSE TOP OF WINDOW \ \� \ f\ r f 10'•9112" .> 0 wINGTOFOFwINDow DESIGN APPROVAL: .� LL,,� �� 10-1112> 1/4.. '6 CORNERBOAR S � �� ,.,;- a.�. SBF �� ,.� � DATE: r.... .�,:. �. ti ti c ' K`f HARDIPLANK SIDING _ _ - . r. •°� <s .�� ., �::,; �,��, �� .�.F•� . „a -ur>, fi.. .. APPROVED BY OWNER. - - FINISHED FLOOR Elm �.� �;�� y GRASSTERRACE - -_ r ry 2'-1112" ��l �� ,1l TOP OF SLAB ELEVATION DAT 2'.0^ FINISHED FLOOR 2'-1112" ED TO CONSULTANTS GROUND LINE ■ 0-0 DE TOP OF SLAB ELEVATION B ISSUED — D Y: I I 2.-0,� -_ ATE: POOL PATIO I I SCREEN PANELS IN 2X4 FRAME OIL BETWEEN 6X6 POSTS GRADE 0'-0" TRIM BETWEEN TWO SINGLE GARAGE DOORS POOL BY OTHERS L ----- --- - ----- -- -- -- - 1 NORTH ELEVATION OF POOL COURT 2 NORTH ELEVATION OF AUTO COURT A2.3 Scale: l/4"=1'-0" A2.3 Scale: 1/4"=V-0" Adk MAXIMUM BUILDING HEIGHT 40'-0" OIL MAIN HOUSE TOP OF RIDGE 36'-9 314" ■ i VERTICAL SIDING 12 8� 2X12 TRIM VERTICAL SIDING 12 GUTTER 4 2X12 TRIM OIL MAIN HOUSE PLATE HEIGHT GUTTER 25'-8112" gL SECOND FLOOR TOP OF WINDOW 2'0" T-01116" 23'4" 4"AZAK PICKET RAILING BETWEEN 6X6 " 4"AZAK PICKET RAILING BETWEEN 6X6 POSTS POSTS r WING TOP OF RIDGE 18'-1112" FINISHED FLOOR jk PORCH FLOOR 15'1112" 15'-5112" STANDING SEAM METAL ROOF TOP OF JOIST OIL 15'-0 GUTTER MAIN HOUSE CEILING HEIGHT 13'-11112" GUTTER WING PLATE HEIGHT GARAGE 1 PLATE HEIGHTAL GUTTER GUTTER 2' CARLIN ■ 12'-1112" OIL MAIN HOUSE TOP OF WINDOW 1 BALCONY BRACKET RESIDENCE 10'-912.. GARAGE 1 TOP OF WINDOW k WING TOPOFWINDOW � 4 6'-11/2" 1700 SELVA MARINA DRIVE 10'1112" \ �� I v r �� HARDIPLANK SIDING ATLANTIC BEACH, FL 6 \ V EXTERIOR LIGHT FIXTURE i CEMENTITIOUS FINISH " FINISHED FLOOR � �' �... - ` � PORCH FLOOR 2'-1112" : .. - — .. . V-6" AL TOP OF SLAB ELEVATION .. GRADE y.p^ GARDEN SPA TERRACE 0'0" E ITIOUS FINISH, RAPED OVER BLOCK PICKET RAILING BETWEEN 6X6 CEMENTITIOUS FINISH,SHAPED OVER BLOCK V 6 C MENT 4"AZAK GRADE -, SHS POSTS SH S OL 05-30-14 PROJECT NO: 014501 DATE: 01-08-14 I I L--- -- -- - --- -- -- -- ---J 3 SOUTH ELEVATION OF POOL COURT 4 SOUTH ELEVATION OF AUTO COURT A203 A2.3 Scale: l/4"=1'-0" A2.3 Scale: 1/4"=V-0" CHECKED: �RPCMJ FILE CoPyli General Contractors Inc. - Design Develop Build www.rpcgc.com 248 LEVY RD. ATLANTIC BEACH, FL 32233 PHONE: (904) 241-4416 FAX: (904) 241-4427 NEW FASTSENER NEW METAL PANEL NEW METAL PANEL NEW STANDING SEAM METAL ROOF PANEL NEW METAL REGLET General Contractors NEW METAL REGLET and NEW VALLEY CLEAT NEW METAL COUNTERFLASHING NEW METAL COUNTERFLASHING Design Professionals NEW VALLEY FLASHING `N S9 .J EXISTING PLYWOOD DECK NEW Z-BAR CLOSURE NEW METAL STANDING SEAM METAL ROOF PANEL REVISIONS: N0. DATE REMARKS ■ NEW STANDING SEAM METAL ROOF PANEL EXISTING PLYWOOD ROOF DECK EXISTING ROOF DECK NEW RIDGE CAP � NEW Z-BAR CLOSURE s NEW STANDING SEAM METAL ROOF PANEL 9° EXISTING PLYWOOD DECK 1 Ridge Cap Detail 2 Valley Flashing 3 Counterflashing 4 Wall Counterflashing A3.1 Scale: 3"=I'-O" A3.1 Scale: 3"=I'-O" A3.1 Scale: 3"=I'-O" A3.1 Scale: 3"=V-0" DESIGN APPROVAL: t DESIGNED BY: SBF DATE: APPROVED BY OWNER: DATE: ■ REINSTALL WINDOW FRAME ISSUED TO CONSULTANTS: BY: DATE: ILJI NEW METAL SILL EXTEND UNDER WINDOW FRAME EXISTING FRAMING COMPRESSION BAND NEW STANDING SEAM METAL ROOF SEALANT N y�� NEW METAL COUNTERFLASHING NEW EAVE FLASHING BOXENDS(FOLDED NOT CUT) WELDED METAL FLASHING EXISTING STRUCTURAL FRAMING NEW Z-BAR CLOSURE STANDING SEAM METAL ROOF PANEL NEW GUTTER " SEALANT EXISTING METAL PANEL NEW STANDING SEAM METAL ROOF PANEL 8" ■ TACKY TAPE EXISTING PLYWOOD DECK s Vent Flashing 6 Eave Flashing 7 Window Sill Flashing A3.1 Scale: 3"=I'-O" A3.1 Scale: 3"=I'-O" A3.1 Scale: 3"=I'-O" D CARL I N RESIDENCE 1700 SELVA MARINA DRIVE ATLANTIC BEACH, FL V6 05-30-14 PROJECT NO: 014501 DATE: 01-08-14 A301 CHECKED: A s . .. = P opy 'General Contractors Inc. 11" 1r' Design - Develop - Build F I L E C www.rpcgc.com CEILING 248 LEVY D ROOM FINISH SCHEDULE ATLANTIC BEACH, FL 32233 2X4 FRAMED WALL PHONE: (904) 241-4416 ROOM FLOOR WALLS CEILING COMMENTS FAX: (904) 241-4427 2X4INFILL FRAMING ENTRY WOOD GYP. BD. 1 PAINT GYP. BD. I PAINT CROWN MOLDING @16"O.C. 2X4 INFILL FRAMING _ 112"GYP,BD.FLUSH @16"O.C. WITH FIREBOX STAIR HALL WOOD GYP. BD. I PAINT GYP. BD,I PAINT VESTIBULE WOOD GYP. BD,I PAINT GYP. BD. I PAINT 10' CEILING HEIGHT General Contractors and 10"FLUE,11"OUTSIDE 10"FLUE,11"OUTSIDE POWDER ROOM WOOD GYP. BD. I PAINT GYP. BD. I PAINT 10' CEILING HEIGHT DIAMETER DIAMETER Design Professionals BUTLER'S PANTRY WOOD GYP. BD. I PAINT GYP. BD. I PAINT 10' CEILING HEIGHT REVISIONS: DAMPER WITH FIRE BOX KIT DAMPER WITH FIRE BOX KIT NO. DATE REMARKS OFFICE WOOD GYP. BD./.PAINT GYP. BD. I PAINT o [V N ISOKERN 42 FIRE BOX LAUNDRY ROOM TILE GYP. BD. I PAINT GYP. BD. I PAINT ASSEMBLY FAMILY ROOMI BREAKFAST/KITCHEN WOOD GYP. BD. I PAINT GYP. BD.I PAINT CROWN MOLDING SCREENED PORCH TILE HARDIPLANK SIDING - WALLS 39 AND 40: 6"X6" COLUMNS WITH ALUMINUM FRAMED/SCREEN FINISH ISOKERN 42 FIRE BOX AND WOOD PANELS BELOW ASSEMBLY OUTDOOR KITCHEN TILE HARDIPLANK SIDING - GUEST BATHROOM TILE GYP. BD. l PAINT GYP. BD. I PAINT TILE SHOWER WITH HEATED FLOOR C? M GUEST BEDROOM TILE GYP. BD, l PAINT GYP. BD. l PAINT WALL 48: 2'-3"X2'-2" BUILT IN WARDROBE GREAT ROOM WOOD GYP. BD.I PAINT GYP. BD. I PAINT ::d HEARTH MASTER BEDROOM WOOD GYP. BD. I PAINT GYP. BD. I PAINT VAULTED CEILING WITH CROWN MOLDING DESIGN APPROVAL: /777 DESIGNED BY: SBF MASTER DRESSING ROOM WOOD GYP. BD. I PAINT GYP. BD. I PAINT DATE: APPROVED BY OWNER: MASTER BATHROOM TILE GYP. BD.l PAINT GYP. BD. l PAINT HEATED FLOOR THROUGHOUT, TILE WALK IN SHOWER WITH 14" DEEP BENCH 1'8" 2-1114" A DATE: GARAGE 1 AND 2 CONCRETE GYP. BD. 1 PAINT GYP. BD.1 PAINT SECTION A-A FRONT VIEW ISSUED TO CONSULTANTS: BY: fIRI PDITAILS SITTING AREA WOOD GYP. BD./ PAINT GYP. BD. 1 PAINT DATE: SCALE: 3/4" = V-0" HALL BATHROOM TILE GYP. BD.1 PAINT GYP, BD. I PAINT TILE SHOWER WITH HEATED FLOOR BEDROOM WOOD GYP. BD. I PAINT GYP. BD.I PAINT 2'-11/4" 2'-9" STUDY/BEDROOM WOOD GYP. BD. I PAINT GYP. BD.I PAINT A SUITE BEDROOM WOOD GYP. BD. I PAINT GYP. BD. 1 PAINT SUITE BATHROOM TILE GYP. BD.1 PAINT GYP, BD. 1 PAINT TILE SHOWER WITH HEATED FLOOR NOTES: N 1. FIRST FLOOR CEILING HEIGHT IS 12'AND SECOND FLOOR CEILING HEIGHT IS 10' UNLESS OTHERWISE NOTED. bo - 2. ALL ROOMS TO RECEIVE WOOD BASE BOARDS WITH PAINTED FINISH UNLESS OTHERWISE NOTED. C., M OJ CEJ CV N ■ M Fire Place Information: PROVIDED& INSTALLED BY CONTRACTOR 1'-8114" 5" A MANUR ISOKERN Z-9114" MODEL No.: STANDARD SERIES 42 OUTDOOR FIRE PLACE SYSTEM 3W 118GAS FIRED: 70,000 MIN. BTU/HR(NAT. GAS)5"W.C. 4'-1" SECTION A-A ELECTRONIC IGNITION:WI REMOTE CONTROL START FRONT VIEW ACCESSORIES: ISO-FLAME GAS LOG SYSTEMS 30" ELEC SUPPLY: 110-1 20vac OUTLET FLUE: 16"DIA-EM40 MONO BLOCK SYSTEM ROOF CAP FIREPLACE GENERAL NOTES DISTRIBUTED BY EARTHCORE INDUSTRIES, LLC r 2'-9114" , 1) THESE DETAILS DO NOT SHOW THE EXACT ROUTING OF THE FLUE 6899 PHILIPS INDUSTRIAL BOULEVARD PIPE. EXACT ROUTING OF THE FLUE PIPE SHALL BE COORDINATED TO JACKSONVILLE, FLORIDA 32256 AVOID ANY CONFLICT WITH ANY OTHER TRADES AND TO PROVIDE THE PHONE: (904)363-3417 OR(800)642-2920 MINIMUM REQUIRED DISTANCE FROM THE FLUE TO THE PARAPET FAX: (904)363-3408 WALL ON THE ROOF ABOVE. T-7118" _ FIRE PLACE GENERAL NOTES: z 2 CONTRACTOR SHALL VERIFY THAT THE PROVIDED FIREPLACE ) 1. CONTRACTOR SHALL VERIFY THAT THE PROVIDED FIREPLACE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS ALLOW'S MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS ALLOWS ISOKERN 42 FIREPLACE THE FLUE TO BE CONFIGURED AS NECESSARY IN ORDER TO PROVIDE INSTALLATION IN AN EXTERIOR APPLICATION. THE MINIMUM REQUIRED DISTANCE FROM THE FLUE TO THE PARAPET PATIO f 1H PLACE f XBOX PLAN DITAI L WALL. THIS INCLUDES, BUT IS NOT LIMITED TO TOTAL NUMBER OF BENDS ALLOWED,ANGLE OF BENDS ALLOWED,AND MINIMUM SLOPE CA R L I N ■ 2SCALA: 3/4" = 1'-0" OF FLUE PIPING. RESIDENCE 1700 SELVA MARINA DRIVE ATLANTIC BEACH, FL E V6 05-30-14 PROJECT NO: 014501 DATE: 01-08-14 { A302 CHECKED: f i �RPIC� FILE Co P Y A- t _3 DOOR SCHEDULE � eLzes4ra x x& i>er General Contractors Inc. WINDOW SCHEDULE TAG TYPE MANUFACTURER'S NO. DIMENSION DESCRIPTION TRANSOM LITES MULL. TRIM NOTES Design • Develop - Build TYPE MANUF.'S NO. NOMINAL SIZE DESCRIPTION LITES TRIM SHUTTERS COMMENTS �� STAINED MAHOGHANY www.rpcgc.com O1 C PELLA 3-6 X 8-0 EXTERIOR FRENCH/PANEL ARCHED 6 (2)1-112 X4-718 LINTEL&BRICKMOULD W/IMPACT RESISTANT GLASS O Custom 2'-0"x2'-0" CIRCLE 4 4" NIA )12JR.a BR.a AR.a DR.a JL.a O G 6'-0"X 8'-0" DOUBLE INTERIOR PANEL 6" 248 LEVY RD. © 2153 1'-9"x4'-5" DOUBLE HUNG 4 OVER 4 6" LOUVRD.(2)12""FIXED XED PNL. O3 F 2'-4"X 6'-8" INTERIOR PANEL 611 ATLANTIC BEACH, FL 32233 © 2557 2'-1"x4'-9" DOUBLE HUNG 4 OVER 611 (2)14"FIXED I PHONE: (904) 241-4416 LOUVRD.PNL. O F 2'-6"X 8'-0" INTERIOR PANEL 6" FAX: (904) 241-4427 OD 2565 2'-1"x5'-5" DOUBLE HUNG 4 OVER 4 6" (2)14"FIXED LOUVRD.PNL. (2)16"FIXED O G 3'-0"X 8'-0" DOUBLE INTERIOR PANEL g" OE 2965 2'-5"x5'-5" DOUBLE HUNG 4 OVER 6" EGRESS LOUVRD.PNL. F 2'-5"x5'-5-11" DOUBLE HUNG 4 OVER 4 6" (2)16"FIXED EGRESS O G 3'-0"X 8'-0" DOUBLE INTERIOR PANEL g" 2971 OLOUVRD.PNL. © 2977 2'-5"x6'-5" DOUBLE HUNG 4 OVER 4 LINTEL& (2)16"FIXED EGRESS O G 3'0"X 8'0" DOUBLE INTERIOR PANEL 6" BRICKMOULD LOUVRD.PNL. 8 LJE PELLA 7296 6'-0"X 8-0" DOUBLE EXTERIOR FRENCH (2)3617 818 2 1-1/274-7/8" LINTEL&BRICKMOULD WITH SCREENS AND SHUTTERS H (2)2971 x5'-11" PR.DOUBLE HUNG 4 OVER 4 611 (2)16"X 8'-2" EGRESS,MULLION REINFORCEMENT IS(2)1-112"X 4-718" O ( ) COMPOSITE MULLION TYPE D General Contractors O WI MULLION LOUVRD.PNL. ACTUAL WOOD(COMPOSITE MULLION TYPE D),WOOD PANEL BELOW O9 E PELLA 7296 6'-0"X 8-0" DOUBLE EXTERIOR FRENCH (2)3617 818 (2)1-112"X4-718" LINTEL&BRICKMOULD WITH SCREENS AND SHUTTERS OI (4)2971 x5'-11" 4 DOUBLE HUNG 4 OVER 4 6" NIA EGRESS,MULLION REINFORCEMENT IS(2)1-112"X 4-718" COMPOSITE MULLION TYPE D and GROUPED WI MULLION ACTUAL WOOD COMPOSITE MULLION TYPED),WOOD PANEL BELOW 10 E PELLA 7296 6'-0"X 8-0" DOUBLE EXTERIOR FRENCH (2)3617 818 (2)1-112"X4-718" LINTEL&BRICKMOULD WITH SCREENS AND SHUTTERS COMPOSITE MULLION TYPED Design Professionals 11 B PELLA 3696 3'-0"X 8'-0" EXTERIOR FRENCH 8 6" NOTE: 1. MANUFACTURER IS PELLA. 12 A NANA WALL SYSTEM R3+1 11'-1%" X81-7Y2' EXTERIOR FOLDAWAY 8181818 6" (4)2-878'4"PANES,OUTWARD OPENING REVISIONS: 2. CLAD WINDOWS,INSULATED GLASS,SCREENS,DIVIDED LITE(APPLIED GRILLES INTERIOR&EXTERIOR). _ _ No. DATE REMARKS 3. CONTRACTOR IS TO VERIFY OPENINGS,ETC.WITH PLANS AND ELEVATIONS. NOTIFY ARCHITECT OF ANY DISCREPANCY. 13 J 3'-0"X 8'-0" EXTERIOR SCREEN 6" ■ 4. WINDOW HEADS TO ALIGN WITH EXTERIOR DOOR TRANSOM. , \ 5. PROVIDE SHOP DRAWINGS TO ARCHITECT PRIOR TO FABRICATION. 14 J 3'-0"X 8'-0" EXTERIOR SCREEN 6" 6. SHUTTER HARDWARE TO BE BLACK POWDER COATED ALUMINUM. 3'-0"X 8'-0" EXTERIOR PANEL 6" t F 2'-6"X 8'-0" POCKET,INTERIOR PANEL 6" 17 I 2'-6"X 8'-0" EXTERIOR PANEL 6" 18 F 2'-6"X 8'-0" INTERIOR PANEL 6" 19 I 3'-0"X 8'-0" EXTERIOR PANEL 611 O O 20 B PELLA 3696 3'-0"X 8'-0" EXTERIOR FRENCH 8 6" 21 G 4'-0"X 8'-0" DOUBLE INTERIOR PANEL 611 'IF22 G 4'-0"X 8'-0" DOUBLE INTERIOR PANEL 6" 23 F 2'-6"X 8'-0" INTERIOR PANEL g° G 3'-8"X 8'0° 6„ DOUBLE INTERIOR PANEL z E , NEW G 3'-8"X 81-0" DOUBLE INTERIOR PANEL 611 %?2 DESIGN APPROVAL: R 26 - - B PELLA 3696 3'0"X 8'0" EXTERIOR FRENCH 8 6° DESIGNED BY: SBF DATE: Op �' , vn . 27 I 3'-0"X 8'-0" EXTERIOR PANEL 6„ 4 APPROVED BY OWNER: 28 H 9'-0"X 8'-0" GARAGE DOOR 611 WITH FAUX LOUVERED PANELS AND FIXED GLASS WINDOWS 29 H 9'-0"X 8'-0" GARAGE DOOR 6„ WITH FAUX LOUVERED PANELS DATE: AND FIXED GLASS WINDOWS q O 30 H 91-0"•`81-0" GARAGE DOOR 611 WITH FAUX LOUVERED PANELS ISSUED TO CONSULTANTS: ■ D FIXED GLASS WINDOWS BY: 3'-0"X 8'-0" EXTERIOR PANEL 6, DATE: F 21-6"X 81-011 INTERIOR PANEL g° - �` rz 0 33 F 3'-0"X 8'-0" INTERIOR PANEL g" \) \\ gam: 34 D PELLA 6096 5'0"X 8'-0" DOUBLE EXTERIOR FRENCH 818 6" WITH SCREENS AND SHUTTERS g. 35 B PELLA 3696 3'0"X 8'-0" EXTERIOR FRENCH 8 6" r �� 36 NIA 6" O O F @ 37 F 214"X 8'-0" INTERIOR PANEL 6" 38 F 2'-4"X 8'-0" INTERIOR PANEL 6" ' 39 D PELLA 7296 6'-0"X 8'-0" DOUBLE EXTERIOR FRENCH 818 6" WITH SCREENS AND SHUTTERS O 40 D PELLA 7296 6'-0"X 8'-0" DOUBLE EXTERIOR FRENCH 818 6" WITH SCREENS AND SHUTTERS D PELLA 7296 6'-0'X 8'0" DOUBLE EXTERIOR FRENCH 818 6" WITH SCREENS AND SHUTTERS G 6-0"X 81-0" DOUBLE INTERIOR PANEL 611 0 M fill 43 F 2'-6"X 8'-0" INTERIOR PANEL 6" �3 44 F 2'-6"X 8'-0" INTERIOR PANEL 6" �� 45 F 2'-4"X 8'-0" INTERIOR PANEL 6" Eli] 46 F 21-6"X 81-0" INTERIOR PANEL 6" ■ O 8 (2)1-112 X4-718 6 COMPOSITE MULLION TYPE D H y >vv 47 B PELLA 3696 3'0"X 8'0" EXTERIOR FRENCH { 48 F 2'-6"X 8'0" INTERIOR PANEL g° l F1 \ A4.1 WINDOW SCHEDULE 0 NOTE: 1, MANUFACTURER OF EXTERIOR FRENCH DOORS IS PELLA. 2. CONTRACTOR IS TO VERIFY OPENINGS,ETC.WITH PLANS AND ELEVATIONS. NOTIFY ARCHITECT OF ANY DISCREPANCY. 3. SHUTTER HARDWARE TO BE BLACK POWDER COATED ALUMINUM. 4. PROVIDE SHOP DRAWINGS TO ARCHITECT PRIOR TO FABRICATION. 5. FRENCH DOORS HAVE DIVIDED LITE(APPLIED GRILLES INTERIOR&EXTERIOR). O CARLIN RESIDENCE 1700 SELVA MARINA DRIVE 110N; pull ATLANTIC BEACH, FL 10,01 Ll 1-1 G H O I J V6 O O O 05-30-14 Y PROJECT NO: 014501 DATE: 01-08-14 3 TRIM DETAILS 2 DOOR SCHEDULE A4.1 Scale: 1/4"=1'-0" A4.1 ■ CHECKED: i �RPCM w w+ 11' F I L E COPY General n� e e a Contractors Inc. Design • Develop • Build www.rpcgc.com 248 LEVY RD. MAXIMUM BUILDING HEIGHT 40'4 MAXIMUM BUILDING HEIGHT ATLANTIC BEACH, FL 32233 40'-0" PHONE: (904) 241-4416 FAX: (904) 241-4427 MAIN HOUSE TOP OF RIDGE MAIN HOUSE TOP OF RIDGE rilh 2 1 36-9 314" 36-9 314" A6.2 A6.2 General Contractors - 81 12 1 and l Design Professionals 12 I I REVISIONS: 12 N0. DATE REMARKS ■ 41 — — - I MAIN HOUSE PLATE HEIGHT MAIN HOUSE PLATE HEIGHT 25-8112" 26-8 1/2" ° SECOND FLOOR TOP OF WINDOW SECOND FLOOR TOP OF WINDOW 231 23'1 2 1 A6.3 A6.3 " WING TOP OF RIDGE rik WING TOP OF RIDGE 16-1112" 18'-11/2" FINISHED FLOOR FINISHED FLOOR 15'-5112" 6-5 1/2" PORCH FLOOR Lj TOP OF JOIST IRV TOP OF JOIST �J 15-1112" MAIN HOUSE CEILING HEIGHT rik MAIN HOUSE CEILING HEIGHT 13'-111/2" \ 13'-11112, WING PLATE HEIGHT 12-1112" WING PLATE HEIGHT � 12'-1112" GARAGE 1 PLATE HEIGHT OF 10'8" I MAIN HOUSE TOP OF WINDOW MAIN HOUSE TOP OF WINDOW 10'9 2° 0 912" WING TOP OF WINDOW WING TOP OF WINDOW 10'-1 112" DESIGN APPROVAL: 10'-1112" ��— --------- GARAGE 1 TOP OF WINDOW 8'-1112" I ii DESIGNED BY: SBF DATE: ii APPROVED BY OWNER: FINISHED FLOOR I I FINISHED FLOOR DATE: 2-11/2" 2'-1i I ■ 1 TOP OF SLAB ELEVATION PORCH FLOOR ;. P . i i TOP OF SLAB ELEVATION ISSUED TO CONSULTANTS: 2 0 i BY: GRADE DAT GRADE 0.0 a. .. .... °• ° GRADE E: 01 1 Building Sections NOTE: SEE STRUCTURAL PLANS FOR ALL CONNECTION, 2 Building Sections NOTE: SEE STRUCTURAL PLANS FOR ALL CONNECTION Scale: 1/4"=P-0" A5.1 Scale: 1/4"=P-0" FRAMING AND REINFORCEMENT DETAILS. s.l FRAMING AND REINFORCEMENT DETAILS. ' 3 A6.3 2 MAXIMUM BUILDING HEIGHT A6.1 40'-0" MAIN H USE TOP OF RIDGE 36-9 314" 1 IN ( 1 A6.1 1 It ,2 l�8 I/I II fl 12 �4 MAIN HOUSE PLATE HEIGHT 25'-8112" 6 23 GOND FLOOR TOP OF WINDOW A6.3 _ � 1 WING TOP OF RIDGE L 18'-1112" FINISHED FLOOR 15'-5112" TOP OF JOIST 154" ' 12 8 12 MAIN HOUSE CEILING HEIGHT 4 13'-11112" \ WING PLATE HEIGHT I� CA R I n I ■ 1 ` ' V 12'-1112" _ MAIN HOUSE TOP OF WINDOW 1 - RESIDENCE WING TOPOFWINDOW SELVA MARINA DRIVE 10'-1112" ATLANTIC BEACH, FL FINISHED FLOOR 2'-111 2 TOP OF SLAB ELEVATION GRADE \ 6 / 0.-0" V .. .. a , . . .. . .. 05-30-14 \ \ PROJECT NO: 014501 DATE: 01-08-14 3 Building Sections NOTE: SEE STRUCTURAL PLANS FOR ALL CONNECTION, 4 BuildingSections NOTE: SEE STRUCTURAL PLANS FOR ALL CONNECTION, A501 as.1 Scale: 1/4"=P-0" FRAMING AND REINFORCEMENT DETAILS. As.l Scale: 1/4"=P-0" FRAMING AND REINFORCEMENT DETAILS. CHECKED: . � 611111 ■ ■ ■ R P CM General Contractors Inc. 12 Design • Develop • Build ISOKERN LARGE CROWN www.rpcgc.com 3r/"x37/"x3"HIGH 8 248 LEVY RD. 41-611 9112" ATLANTIC BEACH, FL 32233 BACKSPAN 0 RHANG PHONE: (904) 241-4416 STANDING SEAM METAL ROOF ON FAX: (904) 241-4427 I i 2 LAYERS OF 30 LB ROOFING FELT DECORATIVE I ON 518"CDX PLYWD CEMENTITIOUS FINISH PRE-ENGINEERED ROOF TRUSS SYSTEM I \I� General Contractors I ' � � 12 and 2x4 FRAMING TRUSS HEEL HEIGHT I 4 2x4 RAFTER TAILS FASTENED TO ROOF TRUSS I Design Professionals r I GUTTER REVISIONS: CRICKET � I N0. DATE REMARKS I I I I R-30 BATT INSUL TYP I I GYP. BD.CEILING AZEK SOFFIT I GUTT 1 I 2x LEDGER 1x P.T.TRIM BOARD R-19 BATT INSULATION HARDIPLANK LAP SIDING OVER AIR/MOISTURE BARRIER (TYVEC OR EQUAL)ON 2"PLYWD SHEATHING ON 2x6 WALL FRAMING WALL BOARD DESIGN APPROVAL: SCISSOR TRUSS TIE-ROD SYSTEM DESIGNED BY: SBF SEE PLAN FOR LOCATIONS DATE: SEE S1.0 & S2.0 FOR DETAILS APPROVED BY OWNER: VALLEY TRUSS SET DATE: CARPET OR HARDWOOD COUNTERFLASHING_ STRIP FLOORING OVER (2)14"x11% MICROLAMS ISSUED TO CONSULTANTS: SEE DETAIL 41A7.1 %" T&G GLUED AND SCREWED BY: PLYWOOD SUBFLOOR DATE: (2)1 4"x14"MICROLAMS BACKSPAN OVERHANG 12 SIMPSON H10 I 8 o I I� 2 TRUSS HEEL HEIGHT 4 16"DEEP 4x2 OPEN WEB - FLOOR TRUSSES @ 24"O.C. 2X6 OVER FRAMING M GYP.BD. PAINTED 2x6 P.T.SILL PLATE WI%"DIA.x 9" o GUTTER J-BOLTS WINUTS AND 3"x3"WASHERS T EMBEDMENT @ 48"O.C. 2x4 RAFTER TAILS FASTENED TO ROOF TRUSS AZEK SOFFIT R-19 BATT 2x LEDGER INSULATION ALIGN MASONRY OPENING 1x P.T.TRIM BOARD 1 WIUNDERSIDE OF MICROLAMS R-19 BATT INSULATION WITH OUT VAPOR BARRIER HARDIPLANK LAP SIDING OVER AIR/MOISTURE BARRIER (TYVEC OR EQUAL)ON FINISH TO BE o 2"PLYWD SHEATHING ON DETERMINED 2x6 WALL FRAMING 8"FLUE WALL BOARD TIE-ROD SYSTEM SEE PLAN FOR LOCATIONS SEE S1.0&S2.0 FOR DETAILS FIREPLACE REINFORCED CONC.SLAB OVER 6 MIL POLYETHYLENE VAPOR BARRIER OVER COMPACTED FILL HEARTH 1%"x2%" P.T. TAPERED CAP W/ ALUMINUM „Z" FLASHING CARL I N ABOVE 1X8 P.T. TRIM ° _ REINFORCED CMU BLOCK RESIDENCE WALL WI DECORATIVE SELVA MARINA DRIVE _ _ _ __ CEMENTITIOUS FINISH ATLANTIC BEACH FL __ W0000 %i=00 a ° d SEE 21S2.0 FOR SLAB a a ON GRADE AND STEM WALL d ° INFORMATION V7 d ° r 06-13-14 PROJECT NO: 014501 DATE: 01-08-14 A6 1 Wall Section @ Fireplace NOTE: SEE STRUCTURAL PLANS FOR ALL CONNECTION, 2 Wall Section - Typical NOTE: SEE STRUCTURAL PLANS FOR ALL CONNECTION ■, A L _RPCM FILE Copy General Contractors Inc. � -�-Fh�a`"�2"-aiiE4..sxs,�`�w•3zum x�;�t�.c�.ar+��.;,¢�� 3;: Design - Develop - Build v.._.�.. r,�:-,x. ,�..:_�,•,.M..�:-�a,,..,iu:-y ISOKERN LARGE CROWN j1_ www.rpcgc.com 37/"x 37/"x 3"HIGH 8 248 LEVY RD. 4'-6" 2'-9112" ATLANTIC BEACH, FL 32233 BACKSPAN OVERHANG PHONE: (904) 241-4416 STANDING SEAM METAL ROOF ON FAX: (904) 241-4427 2 LAYERS OF 30 LB ROOFING FELT DECORATIVE ON 518"CDX PLYWD CEMENTITIOUS FINISH I I I I PRE-ENGINEERED ROOF TRUSS SYSTEM \I� General Contractors I � 2x4 FRAMING L_ 12 TRUSS HEEL HEIGHT and 4 2x4 RAFTER TAILS FASTENED TO ROOF TRUSS GUTTER Design Professionals I ` � REVISIONS: CRICKET N0. DATE REMARKS I ■ I R-30 BATT INSUL TYP GYP.BD.CEILING I AZEK SOFFIT GUTTER 2x LEDGER / 1x P.T.TRIM BOARD _ R-19 BATT INSULATION HARDIPLANK LAP SIDING OVER AIR/MOISTURE BARRIER (TYVEC OR EQUAL)ON 2"PLYWD SHEATHING ON 2x6 WALL FRAMING WALL BOARD eISCISSOR TRUSS DESIGN APPROVAL:TIE—ROD SYSTEM DESIGNED BY: SBF SEE PLAN FOR LOCATIONS DATE: SEE S1.0 & S2.0 FOR DETAILS 400 INSULATE - --- APPROVED BY OWNER: WALLS AT CHIMNEY VALLEY TRUSS SET DATE: CARPET OR HARDWOOD COUNTERFLASHING STRIP FLOORING OVER (2)1%"x11% MICROLAMS ISSUED TO CONSULTANTS: SEE DETAIL 4/A7.1 %" T&G GLUED AND SCREWED BY: PLYWOOD SUBFLOOR DATE: (2)13/"x14"MICROLAMS - _............ 3'-011 21-011 BACKSPAN OVERHANG 12 SIMPSON H10 I I 8 I� 2 TRUSS HEEL HEIGHT \ 4 16"DEEP 42 OPEN WEB FLOOR TRUSSES @ 24"O.C. 2X6 OVER FRAMING M GYP. BD. PAINTED 2x6 P.T.SILL PLATE WI%"DIA.x 9" GUTTER J-BOLTS W/NUTS AND 3"x3"WASHERS 7"EMBEDMENT @ 48"O.C. 2x4 RAFTER TAILS FASTENED TO ROOF TRUSS AZEK SOFFIT 2x LEDGER ALIGN MASONRY OPENING 1x P.T.TRIM BOARD W/UNDERSIDE OF MICROLAMS R-19 BATT INSULATION WITH OUT VAPOR BARRIER HARDIPLANK LAP SIDING OVER AIR/MOISTURE BARRIER 8"FLU (TYVEC OR EQUAL)ON 0 2"PLYWD SHEATHING ON 2x6 WALL FRAMING WALLBOARD DO NOT INSULATE WALLS AT FIREPLACE TIE-ROD SYSTEM SEE PLAN FOR LOCATIONS SEE S1.0&S2.0 FOR DETAILS REINFORCED CONC.SLAB FIREPLACE OVER 6 MIL POLYETHYLENE VAPOR BARRIER OVER COMPACTED FILL 1%"x2)/4" P.T. TAPERED CAP W/ ALUMINUM „Z" FLASHING CARLI N ABOVE 1X8 P.T. TRIM REINFORCED CMU BLOCK RESIDENCE a - d WALL W/DECORATIVE SELVA MARINA DRIVE EMENTITI C OUS FINISH ATLANTIC BEACH, FL - a dz7a SEE 2152.0 FOR SLAB ON GRADE AND STEM WALL d INFORMATION d d V7 - - 06-13-14 PROJECT NO: 014501 DATE: 01-08-14 ■ 1 Wall Section @ Fireplace NOTE: SEE STRUCTURAL PLANS FOR ALL CONNECTION, 2 Wall Section - Typical NOTE: SEE STRUCTURAL PLANS FOR ALL CONNECTION, A6.1 Scale: 3/4"=P-0" FRAMING AND REINFORCEMENT DETAILS. A6.1 Scale: 3/4"=1'-0" FRAMING AND REINFORCEMENT DETAILS. CHECKED: =RPOM General Contractors Inc. FIL E COP V 12 F Design • Develop • Build ISOKERN LARGE CROWN 4"� ,. '` www.rpcgc.com 37/"x 37/"x 3"HIGH 8 248 LEVY RD. 4'-6" 2'-9112" ATLANTIC BEACH, FL 32233 BACKSPAN OVERHANG PHONE: (904) 241-4416 STANDING SEAM METAL ROOF ON FAX: (904) 241-4427 2 LAYERS OF 30 LB ROOFING FELT DECORATIVE I ON 518"CDX PLYWD CEMENTITIOUS FINISH I PRE-ENGINEERED ROOF TRUSS SYSTEM General Contractors 12 2x4 FRAMING TRUSS HEEL HEIGHT and b 4 2x4 RAFTER TAILS FASTENED TO ROOF TRUSS Design Professionals GUTTER REVISIONS: CRICKET '' N0. DATE REMARKS I I I R-30 BATT INSUL TYP GYP,BD.CEILING AZEK SOFFIT GUTTER 2x LEDGER i 1x P.T.TRIM BOARD R-19 BATT INSULATION HARDIPLANK LAP SIDING OVER AIR/MOISTURE BARRIER (TYVEC OR EQUAL)ON 2"PLYWD SHEATHING ON - 2x6 WALL FRAMING~ ' m WALL BOARD SCISSOR TRUSS DESIGN APPROVAL: TIE—ROD SYSTEM DESIGNED BY: SBF ' SEE PLAN FOR LOCATIONS DATE: , x SEE S1.0 & S2.0 FOR DETAILS DO NOT INSULATE , WAPPROVED BY OWNER: WALLS AT CHIMNEY au "ALLEY TRUSS SET DATE: CARPFTONIQHARDWOOD COUNTERFLASHING - STRIP FLOO`h OVER (2)1%"x11% MICROLAMS ISSUED TO CONSULTANTS: SEE DETAIL 41A7.1 3 ■ /" T&G GLUED AND SCREWED BY: PLYWOOD SUBFLOOR�� . DATE: (2)1/x14 MICROLAMS y �- BACKSPAN OVERHANG 12 SIMPSON H10 I� � 12 TRUSS HEEL HEIGHT 16"DEEP 42 OPEN WEB FLOOR TRUSSES @ 24"O.C. ? 2X6 OVER FRAMINGAl M xli, 1 GYP. BD.PAINTED 2x6 P.T.SILL PLATE W1%"DIA.x 9" GUTTER J-BOLTS WINUTS AND TO"WASHERS &� 7 EMBEDMENT @ 48-1 O.C. 2x4 RAFTER TAILS FASTENED TO ROOF TRUSS AZEK SOFFIT ■ 2x LEDGER .ALIGN MASONRY OPENING Kfl 1x P.T.TRIM BOARD W/UNDERSIDE OF MICROLAMS R-19 BATT INSULATION c WITH OUT VAPOR BARRIER #t HARDIPLANK LAP SIDING t OVER AIR/MOISTURE BARRIER ISOKERN 42"FIREPLACE (TYVEC OR EQUAL)ON W16 OFFSET CHIMNEY 2 PLYWD SHEATHING ON Cm 2x6 WALL FRAMING } WALL BOARD DO NOT INSULATE TIE-ROD SYSTEM WALLS AT FIREPLACE, SEE PLAN FOR LOCATIONS SEE S1.0&S2.0 FOR DETAILS IN -mow_ REINFORCED CONC.SLAB r OVER 6 MIL POLYETHYLENE ..., VAPOR BARRIER OVER COMPACTED FILL 1)/2"x2/14" P.T. TAPERED CAP W/ „ ° ° � d a a d d� a a � � ° � � � d a � a °d ° ° ° d ° � d °� � ALUMINUM „Z" FLASHING /� d ABOVE 1X8 P.T. TRIM CARLI N a _ REINFORCED CMU BLOCK RESIDENCE ° WALL WI DECORATIVE SELVA MARINA DRIVE CEMEN TITIOUS FINISH ATLANTIC BEACH, FL SEE 21S2.0 FOR SLAB ° a ° ON GRADE AND STEM WALL _ __ ° _ INFORMATION V6 05-30-14 _ PROJECT N0: 014501 DATE: 01-08-14 1 1 Wall Section @Fireplace NOTE: SEE STRUCTURAL PLANS FOR ALL CONNECTION, 2 Wall Section - Typical NOTE: SEE STRUCTURAL PLANS FOR ALL CONNECTION, A6m A6.1 Scale: 3/4"=1,-0" FRAMING AND REINFORCEMENT DETAILS. A6.1 Scale: 3/4"=�'-o" FRAM NG AND REINFORCEMENT DETAILS, CHECKED: -R PCM - F1E C 1� General Contractors Inc. , u } _ 11 Design • Develop • Build sin �.k..wi�.�9 ,a.,a.Y'.•ca::GT"'. www.rpcgc.com 248 LEVY RD. ATLANTIC BEACH, FL 32233 PHONE: (904) 241-4416 12 FAX: (904) 241-4427 STANDING SEAM METAL ROOF ON 2 LAYERS OF 30 LB BUILDING PAPER 8 SEAMS STAGGERED ON 518"CDX PLYWD -- SIMPSON H10 i 2x10 P.T.TRIM WI3"O PRE-ENGINEERED ROOF TRUSS SYSTEM - HOLES-2 PER BAY WI General Contractors c 2x8 P.T. TRIM W/3"o I INSECT SCREEN BEHIND 2x10 @ 24 O.C. AZEK BEADBOARD UNDER and HOLES-2 PER BAY W/ I I INSECT SCREEN BEHIND I , ROOFING SYSTEM Design Professionals \ 12 SIMPSON H5 CLIP AZEK BEADBOARD UNDER ROOFING SYSTEM I �� REVISIONS: / , / , r\\�\ 1 SLOT TOP PLATE N0. DATE REMARKS 2x8 @ 24"O.C. 12 - I I _, 4 I I r ~ — — GUTTER 4 SIMPSON H5 GUTTER R-30 BATT INSUL TYP 2'-0" i i 2'-0" � 2x12 P.T. 1x12 P.T.TRIM LET-IN TO 2x12 P.T. 4'DIA. COLUMNS THRU-BOLT LET-IN TO 6x6 P.T.POST COLUMNS WI 2%"O THRU I BOLTS %"EXT.GRADE PLYWOOD ON AZEK V-GROOVE TRIMBOARDS 6x6 P.T.POST DESIGN APPROVAL: D FASTENED DESIGNED BY: SBF HAN RAIL TO 2X P.T.TAPERED DATE: 211/2"W x 2'/"H HANDRAIL- SLEEPERS @ 16"O.C. APPROVED BY OWNER: PAINTED 2x FRAME WI FLASHING FROM DECK 2"DIA.LAG-BOLTS %"HORIZONTAL LOUVERS& UNDER THRESHOLD FLASHING FROM DECK IN EACH TRUSS 2x6 PT BOTTOM RAIL WI BEVELED TOP UNDER THRESHOLD DATE: 2'DIA.LAG-BOLTS MODIFIED BITUMEN ROOFING SYSTEM= MODIFIED BITUMEN ROOFING SYSTEM= IN EACH TRUSS #43 BASE SHEET, 1 LAYER SMOOTH ISSUED TO CONSULTANTS: ■ #43 BASE SHEET, 1 LAYER SMOOTH MODIFIED BITUMEN, 1 LAYER MODIFIED BY: MODIFIED BITUMEN, 1 LAYER MODIFIED BITUMEN GRANULAR SURFACE SHEET DATE: BITUMEN GRANULAR SURFACE SHEET EXTEND MEMBRANE WATERPROOFING UP EXTEND MEMBRANE WATERPROOFING UP 2x STRONG-BACK 4X4 PT. COL. MIN. 6", TYP. @ALL POSTS @ EACH BRACKET 4X4 PT.COL.MIN.6",TYP.@ALL POSTS (2)3x16 P.T. TIMBER-LOK SCREWS C' _ = TAPERED WILEDGERS _ 16"DEEP 42 OPEN WEB _ _ _ ON EACH SIDE 46 P.T.@ 16"O.C. _ FLOOR TRUSSES @ 24"O.C. 5/4X6 TREX DECKING FASTENED TO 2X P.T.TAPERED 2x6 P.T.TRIM I PORCH FLOOR „ 1z SLEEPERS @ 16 O.C. 15-1112" 1%"x5"P.T.TRIM I _ SLOPE%"PER FOOT 0 4"O THRU-BOLTS N ACOUSTIC BATT INSULATION - BETWEEN FLOORS,AT BEDROOM 3x6 BRACKETS EACH SIDE. PARTY WALLS AND BATH 46 EXTEND BACK 36"INTO M PARTY WALLS 62° �, M FLOOR SYSTEM O CV o0 2x4 CONTINUOUS BANDING o i @ %"EXT.GRADE PLYWOOD ON 4x10 P.T. 24"O.C. GARAGE 1 PLATE HEIGHT AZEK V-GROOVE TRIMBOARDS EMBED POST ■ @ COLUMNS 101-811 - 0 DRYWALL OVER 1x2 PT P.T.6X6's FURRING STRIPS @ 16"O.C. %"DIA. EXP ANCHOR OVER R-5 INSUL 46 GARAGE 1 TOP OF WINDOW CEMENTITIOUS FINISH WI PVC CORNER BEAD ON 8'-11/2" CMU WALL SYSTEM,TYP. I REINFORCED CONC.SLAB OVER 6 MIL POLYETHYLENE STEPS ON VAPOR BARRIER OVER CA R L I N ■ COMPACTED SOIL COMPACTED FILL I RESIDENCE SLOPE%"PER FOOT CONCRETE PAVERS i SELVA MARINA DRIVE I ° °PORCH FLOOR ° ATLANTIC BEACH, FL ° d a ° ° a a a 11-611 a a GRADE _ a 00 ° a a V6 -011 05-30-14 ° _ a• Aa PROJECT NO: 014501 a _ DATE: 01-08-14 1 Wall Section at Rear Porch NOTE: SEE STRUCTURAL PLANS FOR ALL CONNECTION, 2 Wall Section at Front Porch NOTE: SEE STRUCTURAL PLANS FOR ALL CONNECTION, A6m2 A6.2 Scale: 3/4"=P-0" FRAMING AND REINFORCEMENT DETAILS, A6.2 Scale: 3/4"P-0" FRAMING AND REINFORCEMENT DETAILS. CHECKED: s 'iRPCM � 9 811 FILE COPY tz General Contractors Inc. Design • Develop • Build www.rpcgc.com xx 248 LEVY RD. ATLANTIC BEACH, FL 32233 PHONE: (904) 241-4416 FAX: (904) 241-4427 12 8 STANDING SEAM METAL ROOF ON - 2 LAYERS OF 30 LB ROOFING FELT 3-0 MIN, 21-011 3-0 MIN. 21-011 BACKSPAN OVERHANG PROVIDE PAN FLASHING BACKSPAN OVERHANG ON 518"CDX PLYWD @ CHANGES IN ROOF SLOPE General Contractors PRE-ENGINEERED ROOF TRUSS SYSTEM and I I (2)PLY GIRDER TRUSS I Design Professionals TRUSS HEEL HEIGHT I , \ TRUSS HEEL HEIGHT g REVISIONS: 2x6 P.T.RAFTERS ZZ `'' 12 NO. DATE REMARKS ■ SIMPSON H5 GUTTER GUTTER 2x4 RAFTER TAILS 2x4 RAFTER TAILS FASTENED TO ROOF TRUSS - 1'-4" �, AZEK BEADBOARD FASTENED TO ROOF TRUSS N UNDER ROOF TRUSSES o AZEK SOFFIT - AZEK SOFFIT 2x LEDGER 2x LEDGER ----------------------------------------- 2x2 BLOCKING 1x P.T.TRIM BOARD ----------------------------------- GUTTER z AT SCREEN EDGE 2x12 P.T.LET-IN TO COLUMNS WI 2-s/"0 THRU BOLTS ; Z R-19 BATT INSULATION 2x4 RAFTER TAILSFASTENED TO ROOF j j 2x4 P.T.SCREEN FRAME TRUSS i i o HARDIPLANK LAP SIDING i i SCREEN OVER AIRIMOISTURE BARRIER 1x P.T.TRIM BOARD , , ¢ 6x6 P.T.POST (TYVEC OR EQUAL)ON WI ABU66 BASE DESIGN APPROVAL: %"PLYWD SHEATHING ON (2)2x12 BEAMS 2x6 WALL FRAMING i i o DESIGNED BY: SBF DATE: %"WALL BOARD HANDRAIL APPROVED BY OWNER: TIE-ROD SYSTEM 3%"W x 2%"H HANDRAIL- PAINTED 2x FRAME WI SEE PLAN FOR LOCATIONS % SEE S1.0 & S2.0 FOR DETAILS "HORIZONTAL LOUVERS&2x6 PT DATE. BOTTOM RAIL WI BEVELED TOP ISSUED To CONSULTANTS: BY: REINFORCED CONC.SLAB DATE: METAL FLASHING ; ; OVER 6 MIL POLYETHYLENE VAPOR BARRIER OVER - COMPACTED FILL HYDRO-STATIC OPENING N ALLOW FOR DRAINAGE WIHOT DIPPED,GALV. i i SLOPE%"PER FOOT HARDWARE CLOTH. 1%"xM4" P.T. TAPERED CAP W/ ALUMINUM "Z" FLASHING _ ABOVE 1X8 P.T. TRIM 1x2 P.T.PICKETS a a 4 g 2x P.T.FRAMING REINFORCED CMU BLOCK SLOPE WI DECORATIVE LOPE FOR DRAINAGE - CEMENTITIOUS FINISH 44, ° a a a a a a SEE 2IS2.0 FOR SLAB a ° .a a ON GRADE AND STEM WALL a. a _ _ a INFORMATION 1 Wall Section at Garage NOTE: SEE STRUCTURAL PLANS FOR ALL CONNECTION, 2 Wall Section at Garage OTE: SEE STRUCTURAL PLANS FOR ALL CONNECTION, 6 Wall Section at Screen Porch NOTE: SEE STRUCTURAL PLANS FOR ALL CONNECTION, A6.3 Scale: 3/4"=1,-0" FRAMING AND REINFORCEMENT DETAILS. A6.3 Scale: 3Z4"=1,-0" FRAMING AND REINFORCEMENT DETAILS. A6.3 Scale: 3Z4"=1,-0" FRAMING AND REINFORCEMENT DETAILS. 3'-0"MIN. 4'-5114" BACKSPAN OVERHANG 12 LIGHT FIXTURE 8 8 Z-1015116" 1'-6 5116" 2X P.T.CAP WI 314"COVE MOLD TRIANGULAR 12 LOUVERED \ \ \ � \ \ � � 4 4"AZAK PICKET RAILING BETWEEN 6X6 POSTS VENT-LOMANCO PREFABRICATED SEE DETAIL 31A7.2 FOR 2X6 P.T. BOTTOM RAIL CA R L I N ■ OR EQUAL 2X6 RAFTER TAIL WITH COUNTER FLASHING 1'-4"OVERHANG ALIGNS WITH BASE OF THE HOUSE RESIDENCE SEE DETAIL 31A7.1 2x12 P.T. SELVA MARINA DRIVE GUTTER ATLANTIC BEACH, FL j I 1X8 P.T. 2x4 RAFTER TAILS FASTENED TO ROOF TRUSS 6X6 P.T.POST EMBEDDED IN 3 STUCCO WI STEEL TROWEL FINISH BLOCKING AT BOLT ¢s° I LOCATIONS o COURSES OF 8"CONCRETE BLOCK M AZEK SOFFIT I 2X10 BEAM LET-IN TO BRACKET I ae a4a. a . p 12 � a V6 8 4X4 BRACKET 31-011 2x LEDGER 05-30-14 PROJECT NO: 014501 DATE: 01-08-14 3 Wall Section at Roof vent NOTE: SEE STRUCTURAL PLANS FOR ALL CONNECTION, 4 Wall Section at Canopy NOTE: SEE STRUCTURAL PLANS FOR ALL CONNECTION, s Wall Section at Auto Court NOTE: SEE STRUCTURAL PLANS FOR ALL CONNECTION, A603 A6.3 Scale: 3Z4"=P-0" FRAMING AND REINFORCEMENT DETAILS. A6.3 Scale: 3Z4"=1'-0" FRAMING AND REINFORCEMENT DETAILS. A6.3 Scale: 3Z4"=P-0" FRAMING AND REINFORCEMENT DETAILS. CHECKED: ■ ■ ■ ■ ■ ■ ■ x ........ � _ - SRP ��tx°"�.�s,� +'z��Wiz__-_^__ _ CM qp FILE COPY General Contractors Inc. 2svntcheth __-----112 ' Design Develop Build --- 1> www.rpcgc.com I / II i 248 LEVY RD. 11 1\ ATLANTIC BEACH, FL 32233 PHONE: 904 241-4416 1 I FAX: (904) 241-4427 + / \\ FI \\ \ +4Y et GFI N� � \ I � I General Contractors -- --- � and db U17 _- ,� ds��0 - Design Professionals \ GFI — \ + REVISIONS: \ ' \\ H \ L — / WASHER DRYER GAS TANKLESS WP wP N0. DATE REMARKS \ —� — -- — ------ \ o WATERHENFER ——————— \ 4'-7" T-0- o , , \ _------ -------_ owav�a ve \\ +42' I 1 \ \ 112 switched \\112 switched I /, gas drye / \ Fan II � \Fanwllight \\ \ I WP + / ---- + 1 \ _ I�, _ / � I � + 1 � O I 111 �_— I � I !,011110 t- x,or-:R 3 Fan wlGghl \\ \\ \ \ill washer 1\ /, \ / i THIS LIGHT IS ON OPERATOR UNIT OULET FOR DOOR OPERATOR / {f} LL fff 1 APPROVAL: � DESIGN AP 1 DESIGNED BY: SBF DATE: qp - _ "- qp GFI \I APPROVED BY OWNER: IF \\ \1 \\\ 1 DATE: ------------------ disjd \I \\ ISSUED TO CONSULTANTS: i 1 \\ BY: I _ I DATE: 1 I \ GFI WP / I \ / , \ GFI \ j \\ GFI WP `� i GFIEl `\ � ! ■ \ / ' 112 switched 112 switched '� r , + 11 ` `? — — r — -- \X— i `\ GFI WP / j /moi \ Coordinate final location — r—w/architect / 1 84 60'FLAT'CREENN 64 — GFI -- 1 ` II �NSYSTEM I I \ I I \ OR W& / \\ WP I y n qP i / FOR .".°. \ // GFI I \\ ° GFI GFI WP / 1 ��TTT�� / WP � �THIS LIGHT ISONOPERATOR UNIT I / / OULET FOR DOOR OPERATOR — FanCARLIN \ I I RESIDENCE / \ / WP 1700 SELVA MARINA DRIVE ATLANTIC BEACH, FL 112 switched 112 switched 12swltched GFI \\ GFI GFI WP P 1 SPEAKER SYSTEM THROUGHOUT HOME POWER, LIGHTING AND APPLIANCE LEGEND V6 SWITCH I ,�D SWITCH WITH DIMMER I�1220 220V DUPLEX OUTLET O 120VOUTHED�WALL SD SMOKEDETECTOR 05-30-14 t12 20V OUTLET CEILING MOUNTED DB DOORBELL f FP LIGHT FIXTURE PROJECT NO: 014501 DUPLEX OUTLET WALL MOUNTED FLOODLIGHTS FLOOR MOUNTED LIGHT FIXTURE DATE: 01-08-14 I DUAL 120 DUPLEX OUTLET TELEPHONE JACK z EXHAUSTFAN j RECEPTACLE OUTLET ~� FLUORESCENT LIGHT 120V DUPLEX DATAJACK / \ 4 CABLE TELEVISION + FAN DUPLEX OUTLET WITH \ V GFI GROUND FAULT 0 \ DOWNLIGHT �� HALOGEN LIGHT CIRCUIT PROTECTION H SMALL WP WATERPROOF 0 WP WATER PROOF DOWN LIGHT � DUPLE OUTLE 1 First Floor Electrical Plan EXTERIOR RSPOT 1 �\ DOWNLIGHT —(P}— PULL CHAIN E1.1 Scale: 1/4"=1r—Orr IR?' EXTERIORS POT LIGHT LIGHT FIXTURE Y LIGHT FIXTURE Il� ON MOTION SENSOR TS W/F}{UMB SWITCH °S WIDOOR SWITCH CHECKED: k o� Q'. s :-RPCm M1 General Contractors Inc. FILE COPY xry s ...i—:iL.'✓S,:J:IL.aY9$�t.+.'vFr :l v-':'1.+Y'�+Ti.-: Design • Develop • Build www.rpcgc.com 248 LEVY RD. ATLANTIC BEACH, FL 32233 PHONE: (904) 241-4416 FAX: (904) 241-4427 General Contractors and Design Professionals REVISIONS: N0. DATE REMARKS ■ MOTION MOTION DESIGN APPROVAL: DESIGNED BY: SBF DATE: APPROVED BY OWNER: DATE: ISSUED TO CONSULTANTS: ■ O BY: DATE: z 0 112 switched —\ 112 switched ---- \ CLOSET 0 Q \ •� \ I � F / an L-- I ��i� \ JF� \\ \\ i //i' i \ + GA GA i/ I O 4P II 41 ` / 1 / 1 / 43 / \ 2 / 2D * SPEAKER SYSTEM THROUGHOUT HOME \\\\ D POWER, LIGHTING AND APPLIANCE LEGEND $ SWITCH V 220 220V DUPLEX OUTLET SD SMOKE DETECTOR 11 / 11 I =44 $D SWITCH WITH DIMMER 'rn/ 120VOUTLET Fan O T7 112 112 SWITCHED @ WALL CEILING MOUNTED LIGHTFIXTURE DOORBELL I , 45 I F FP DUPLEX OUTLET WALL MOUNTED \\ I man 47 FLOODLIGHTS FLOOR MOUNTED O LIGHT FIXTURE R r VTELEPHONE JACK EXHAUST FAN / I DUAL 120 DUPLEX OUTLET FLUORESCENT LIGHT I I / 120V DUPLEX DATAJACK \ qp RECEPTACLE OUTLET / 1 CABLE TELEVISION 1 -{' / FAN DUPLEX OUTLET WITH S \\ J ■ �/ 1 I� /---- / 9GFI GROUND FAULT O DOWNLIGHT HALOGEN LIGHT O CIRCUIT PROTECTION H SMALL APERTURE WP WATERPROOF I I WATERPROOF WP DOWN LIGHT DUPLEX OUTLET LIGHT DOWNLIGHT YYY POT PULL CHAIN ON MOTION SENSOR Tg LIGHT FIXTURE DS LIGHT FIXTURE I 112 switched 1/2 swtiched i / W/THUMB SWITCH WIDOOR SWITCH I , � 38 qP / 1 O \ I I \ I 37 1 1 ---- \ -�- �7m,— s 112 sw tched F T2 switched o 0 CARLIN RESIDENCE 1700 SELVA MARINA DRIVE ATLANTIC BEACH, FL V6 05-30-14 PROJECT NO: 014501 DATE: 01-08-14 MOTION MOTION 1 m2 1 Second Floor Electrical Plan E1.2 Scale: 1/4"=1'-0" CHECKED: ■ " �RPCM x` General Contractors Inc. Design • Develop • Build www.rpcgc.com 14'-71(2" 8'-4114" 248 LEVY RD. ATLANTIC BEACH, FL 32233 CV N N PHONE: (904) 241-4416 N - N FAX: (904) 241-4427 w�l•c. - 0 STORAGE GUEST BATH GARDEN General Contractors GUEST ROOM and Design Professionals REVISIONS: N0. DATE REMARKS OUTDOOR KITCHEN ■ o 00 AIC AIC 5'-9 318" -� L Ll CABINET 0 010 - LAUNDRY ROOM GAS TMKLESS C) CQ ° V2WATER HEATER ° p 9'- "x 6'-0" I < i LU FAMILY ROOM I N BREAKFAST ROOM 1 KIT HEN 15-l"06-9" 35'-9" I OFFICE GRASS TERRACEI Ia I 15'-1"x 12'-2" SCREENED PORCH Li 26-11314" 1 I I GARAGE 2 21'-9"x 23'-1" r Illi N DESIGN APPROVAL: DESIGNED BY: SBF cV MDATE: APPROVED BY OWNER: HALL PORCH DATE: ISSUED TO CONSULTANTS: ■ E BY: DATE: ` ❑ 0 MECHANICAL E° 0 BU :ITS PANTRY k 7-9"x 9'-6" LG.10'-0" 6'-5112" _ L VESTIBULE 10'-2"x 4'-2" O CLG.10'-0" a (�WDERROOM 6-0"x T-1" CLG,10'-0" 8'-11" I s I Y PORCH 16-0"OOL x 60'1 GREAT ROOM 38'0"x 19'1 AUTO COURT PAVERS CONCRETE (960 SF) - I ENTRY Y-0"x 9'-6" I ■ I I STAIR HALL F- — — — Pr u , — — i4- COAT CLOSET El I I 0 STORAGE STEAM 6'-4" HOWER HALL — 9'-0" 11 6'-6" ATIN E n IECH. CA R L I N MASTER BATH RESIDENCE 2'-0" GARAGE 1 21'-9"x13'-1° 1700 SELVA MARINA DRIVE ATLANTIC BEACH, FL GARDEN SPA TERRACE MASTER DRESSING ° ° s MASTER BEDROOM 15'-1"x 23'-6" 0 IN-GROUND SPA // (GAS HEATED) nV6 ® 05-30-14 AIC 6'1 PROJECT NO: 014501 F 11'-5114" DATE: 01-08-14 a ■ 1 First Floor Plumbing Location Plan P1.1 Scale: l/4"=1'-0" CHECKED: c RPCm r. i � Y ' , General Contractors Inc. .r Design • Develop • Build www.rpcg(.com 248 LEVY RD. ATLANTIC BEACH, FL 32233 PHONE: (904) 241-4416 FAX: (904) 241-4427 General Contractors s and Design Professionals REVISIONS: N0. DATE REMARKS ■ i i DESIGN APPROVAL: i DESIGNED BY: SBF D 8'-0" ATE: 5'-4112" APPROVED BY OWNER: I DATE: o i ■ CLOSET - ISSUED TO CONSULTANTS: BY: j DATE:. HALL BATH i 8'-2"x 6'-0" T�� I 0 o i BEDROOM 3'-3112" 12'4"x 13'-3" 8'.0" HALL PORCH WIC SITTING AREA 21'-0"x 9'-9" BEDROOM/STUDY ,,TTI,,z.G 3 W.I.C. ■ Li HALL O — SUITE 12'4"x 13'-3" O SUITE BATH 8'-2"x 6'-0" LA - N - M CV O O1> V O 11'-5112" 13'-8" El CARLIN RESIDENCE 1700 SELVA MARINA DRIVE ATLANTIC BEACH, FL -s. ° V6 05-30-14 PROJECT NO: 014501 DATE: 01-08-14 102 l Second Floor Plumbing Location Plan P1.2 Scale: 1/4"=11-0" CHECKED: mown °l'y { rry�tj pyv,�, .6+•' , J1 A 7 QA 813 12A N O 814 0 T J1A v t97A 812 � N H15 G7 �ry n 811 < J2 11 _ 618 J?A m �b� Ji A rn , 4. 8 Ell r I"C"I - - m a A O qILA O 4 m 1"1 a C7 z cza C>7 m z m z 0 � ......_......- N... N- �. N N N N. N- N N,- N. -N--N- ryNN N- U, �_ ,,..,... B3 Of C) W A > meq) A -n ``• q W ra 0 M N X ® C+ MCl ro G) (A /> 86 J `N' to -q 0 LA 0 w W -n 810 1 1 J2R. 84 � ' •� d s - w > gg " 0 y r� A r 71 + 0 89 GMCt)1 a w 4 LA y C-)m.N o ro v �-No n\ Y/(ma'�y5 ` Q�Wm DC:) 0 s P - r- Tl M w ro rGm F'G.1 . ..-... 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J. ♦ Z S� Y -r, G rn :n O ld W .L -n 4.^�Gtl C C7 C Cm"," CDi D O \ -97 n`v! < r a c) C v) D a m °D z r z o 1 rl > rJ f�0 o c- -+ - o zmrm � +7Jox� vD /Vw I o prnm Dn ={z_mL d G� CX1 0 IJy caxzc rtnarn - scm� _occno z IU z m -° O.n, G) U? Q �..' m r v rn -' 'V p W a '� vii C z D rmi,m om Q /'�1 � r""'" -;A z m O r�Zi, uzi q fU L . ("n -1'1 �^ �� o,y. Acn f r'mb� nuimm O ° �v � f 6 mm Ao mz�sMi 0 mc) (T? N N W N O I �U1 r-([, �oR° -^ rn r' mm� a �o��Tv�iDmom� zc�-mm i �� yim raw '�1 (� O �ry �f ' C� `J �r1 o Vl c w c) a n „z Ci r cn �, w G1 �4 i o �c -a O az �¢ � nynytm" y �vDpi;2,<c DimmoQQz °m N > -W' ;2 �nmc�z�A Gl Q r1 ' tChfU wv Air D °-00 Z -�ny�nm � c� � aD o0 r fTl C7 .a p OR Iqq c� Gz�v, v mam� �onrn� mA ^� z��D omgv�� 7 C!J Q Vt Q O i) N ( W!� z f 1 --i m C) '-�° D -r n +G--. co a C7 �GQ N (") aG w v 2 a a o o L m .{ q ry "ry UNC �r G) L J m m w l7 T3 C5 tC3 C7 !1 0-5 fD ffl Un V) i DESIGN SPECIFICATIONS: GENERAL NOTES: the Modified Proctor Maximum Dry Density(ASTM D1557). (=ill shall be treated with termite Clay Masonry(Brick): poison before slab is placed. STRUCTURAL STEEL: cU 6 J Project has been designed in accordance with the 2010 Florida Building Code, 1. The scope of these plans is limited to the structural requirements of this project. 1. Brick shall conform to ASTM C62, C216, or C652 for Building Brick, Facing Brick, and LO m Q Residential, and the Florida Building Code, Existing Building(as applicable). Architectural, civil (site), electrical, mechanical (plumbing and HVAC), waterproofing, and 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be Hallow Brick, respectively. Grade SW shall be used. 1. Structural steel shall conform to AISC Specifications for Design and Fabrication and " o flashing requirements are not addressed in these plans. compacted to a density of at least 95% of the Modified Proctor Maximum Dr Density p g Z 4 z � p Y Y Y Erection of Structural Steel for Buildings (latest editions). 0) O m p DESIGN CRITERIA: (ASTM D1557)for a depth of at least two feet (2'-0") below the bottom of the footing. 2. Brick veneer shall be anchored with approved ties spaced no more than 16"o.c. vertical a.Welded connections: AWS D1.1 G U 2. It is the intent of the Engineer of Record (Engineer) that this work be performed in and 16"o.c. horizontal. Additional ties shall be provided around all wall openings greater b. Structural steel shapes, plates: ASTM A36 a) Wind Design Method ASCE 7-10 conformance with all requirements of the authorities having jurisdiction over this type of 11. The following minimum concrete cover shall be provided for reinforcement: than 16" in either direction, and shall be spaced no more than 36" o.c. and placed'within c. Structural steel pipe: ASTM A53 or A501 a) • Basic Wind Speed: 130 mph construction and occupancy. 3" Concrete cast against and permanently exposed to earth 12" of the openings. d. Structural steel tubing: ASTM A500 uJ U Building Risk Category: II 2" Concrete exposed to earth or weather ami Wind Exposure: C (Enclosed Structure) 3. The contractor is responsible for the means and methods of construction. It is the 1 Yz"Concrete not exposed to earth or weather 3. Strand wire veneer ties shall not be less in thickness than No. 9 gage wire and shall have a 2. All structural steel connections and fabrications shall comply with AISC specifications. z Building Classification: Residential contractor's sole responsibility to determine the procedure, sequence, and temporary hook embedded in the mortar joint. Sheet metal ties shall not be less than No. 22 gage by Building Type: Type V Construction bracing as to insure the safety of the building and its component parts during construction. 12. All continuous reinforcing steel in concrete shall be lap-spliced with the following minimum 7/8"corrugated and fastened with 1 3/4"galvanized roofing nails. Adjustable or strand wire 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. _ .. Wind-Borne Debris: NOT located in the wind-borne debris region lengths: veneer ties shall be used at CMU walls, E W 4. The contractor shall verify all conditions and dimensions at the job site prior to commencing #4 bars: 21"minimum 4. Hales required for bolted connections may be drilled or punched. Flame-cut holes shall not > Unless otherwise noted, project site considerations shall be the responsibility of the work. #5 bars: 26" minimum 4. Unless otherwise noted on the plans, a steel angle L4x4xl/4 shall be used for supporting o p j p Y p g pporting be used. U, owner and/or contractor. Examples of such items include, but shall not be limited to, 96 bars: 32" minimum brick veneer over openings. This angle will not be required for arched windows where determination ofth t build i d b l h rade elevations,drainage features, and special requirements 5. The contractor shall supply, locate, and e work all inserts, anchors, angles, brick is self-supporting.g g p q If the length of the opening exceeds 6-0"then the steel angle shall 5. Bolts shall be installed to the"snug-tight" condition -u.o.n. e, O 0 associated with FEMA flood hazard and/or DEP zones. plates, openings, sleeves, hangers, slab depressions, or other components as may be 13. Reinforcement in footings shall be bent around corners or corner bars shall be used. be attached to the wood framing with 3/8"x 3" lag screws @ 12" o.c. or Simpson '/4"x 3" � 1_ required to attach and accommodate other+work. SDS screws @ 12"o.c. 6. All structural steel shall be shop-painted with SSPC Paint 15 red oxide I- Q ( ) primer. Prior to � ' DESIGN DEAD LOADS: 14. The contractor shall provide spacers, chairs, bolsters, etc., necessary to support reinforcing painting, steelwork shall be cleaned per SSPC SP-6"Commercial Blast Cleaning". v Z 6. All details and sections shown on the structural drawings are intended to be typical and steel. Support items which bear on exposed concrete surfaces shall have ends which are �. Floors: shall be construed to apply to any similar situation elsewhere in the work except where plastic tipped or stainless steel. WOOD FRAMING: 7. SSPC Paint 36 (polyurethane)shall be applied as the final coat to all structural steel Q indicated otherwise. The design floor dead load of 12 psf assumes a floor system utilizing wood decking or surfaces exposed and visible to the exterior of the structure. axi Q wood subflooring over wood truss,wood 1-joist,or solid sawn lumber framing. The floor 1. All wood framing has been designed in accordance with "National Design Specification covering is assumed to be carpet,vinyl, wood or ceramic tile. The Engineer shall be7. Refer to the structural drawings for all structural details and sections. The contractor shall MASONRY: (NDS) for wood construction," 2005 edition. 8. Field touch-up after installation where required to restore final finish. � notified if the floor coverings differ from the noted assumptions contact the Engineer for clarification in cases of conflict between the structural drawings and any drawings prepared by others prior to commencing work. General: 2. All wood members exposed to weather or in contact with masonry, concrete or soil shall be Q treated with an appropriate preservative suitable for the exposure conditions. HARDWARE AND ANCHORS: O Roofs: 8. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. The 1. All masonry work shall be in accordance with "Building Code Requirements for Masonry f UJ Metal et Shingle: 10 psf(Rafters)7 psf(Wood Truss) design of the project structure assumes an allowable soil bearing capacity of 2000 psf. Structures,"ACI 530-08, and Specifications for Masonry Structures,"ACI 530.1-08 3. If ACQ treatment is used on any wood member, then all nailing shall require hot-dipped 1. All framing anchors and connectors shall be manufactured by Simpson Strong-Tie, �_ J Concrete or Clay Tile: 15 psf The Engineer shall be notified if soil conditions encountered differ from the noted galvanized nails meeting ASTM A153, Class C, orASTM B695, Class 50. If borate United Steel Products (USP), or Engineer ( ) g approved equal. � O W Refer to Architectural Plans for Roof Covering System assumptions. All requirements for site preparation and soil compaction specified in the 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of 2000 psi treatment is used then galvanizing isnot required. >, Cn soils report shall be followed unless more stringent requirements are specified in these per ASTM C1019. Grout shall be mixed to provide a slump between 8" to 11". ll anchor baits and threaded rads shall be in accordance with ASTM A307 or ASTM Q DESIGN LIVE LOADS: plans. 2. A 4. Prefabricated wood trusses shall comply with NDS and "National Design Standard for F1554, Grade 36. Q Floors: 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used in Metal Plate Connected Wood Truss Construction (ANSI/TPI 1-07)." Exterior Balconies: 40 psf brick veneer. 3. All metal connectors and hardware which are exposed to the exterior or in contact with CONCRETE: ' Exterior Decks: 40 psf 5. All trusses shall be designed by the Truss Manufacturer's registered Engineer. ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per ASTM 06 4. The contractor shall be responsible for the design and installation of all flashing. o A153, Class C, or ASTM B695, Class 50. a Z Stairs: 40 psf(or 300 Ib point load) 1. All concrete work shall be in accordance with "Building Code Requirements for Structural 6. The Truss Manufacturer shall submit shop drawings and design notes with a registered Garages: 60 psf{or 2000 Ib point load) Concrete,"ACI 318-08, and "S"Specification for Structural Concrete,"ACI 301. W Z All Other Areas: 40 psf p Engineer's seal for approval. Design notes shall include the rated load capacity of the truss 4. Anchor adhesives shall be either Epoxy-Tie SET or Acrylic-Tie AT by Simpson Strong-Tie 0 Concrete Masonry(CMU): to truss connectors, and the manufacturer's license to fabricate trusses utilizingthe (with Florida Product Approval)and installed according to the manufacturer's instructions. 2. All concrete shall have the following minimum compressive strength at 28 days: connector system proposed. The contractor shall approve fabrication and installation Holes shall be cleaned of all debris and brushed out prior to installation of anchor adhesive. Z v Attics: Slabs on grade, footings, and misc. concrete: fc=2500psi 1. Concrete masonry units (CMU) shall be ASTM C90-06B, Hollow Load-Bearing Concrete drawings showing size, shape and layout, mo Without Storage: 10 psf Structural slabs, walls, beams and columns: fc=3000psi Masonry Units, normal weight, with a minimum cornpressive strength of 1900 psi (f'rn=1500 �„ i With Limited Storage: 20 psf With Storage: 30 psf(fixed stair access) Designated radon zones only-all concrete: fc=3000psi psi). 7. Jobsite handling and erection, including temporary bracing, during installation of trusses ROOF COVERING: shall comply with TPI/WTCA BCSI 1. cu U r�•� w V z L.L u V 3. Cement shall conform to"Specification for Portland Cement" (ASTM C150) 2. All continuous reinforcing steel in masonry shall be lap-spliced with the following minimum 1. The contractor shall be responsible for the design and installation of the roof covering -� w� p Roofs: lengths: o g 8. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened to system. � � U Of Less than 4:12 slope: 20 psf 4. Aggregate shall conform to"Specification for Concrete Aggregates" (ASTM C33) #4 bars: 20" minimum their supporting walls or beams with metal connectors as noted in the Truss Connection 4:12 slope or greater: 16 psf #5 bars: 25" minimum Schedule. 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the o • 5. Water shall be clean and free of injurious amounts of oil, acids, alkalis, salts, organic 46 bars: 30" minimum manufacturer's requirements. j' l DEFLECTION CRITERIA: material or other substances that are deleterious to concrete or steel reinforcement. `/ 9. All gable ends shall be balloon framed or braced in accordance with the applicable detail � w 3. Grout all cells containing vertical reinforcement in 5'-0" maximum lifts. as shown in the structural drawings. 3. Clay and tile roofs shall be installed per the"Concrete and Clay Roof Tile Installation a- Walls: 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the structural Manual," and the manufacturer's requirements. o z i Brittle Finish(wind load): Ll240 drawings. All reinforcing details shall conform to "Details and Detailing of Concrete 4. Provide cleanouts per ACI 530.1-08 in the bottom course of masonry when the wall height 10. Guardrails, handrails, and guard in-fill components (Balusters and Panel Fillers)shall be �� O o Floors: Flexible Finish(wind load): L/120 Reinforcement,"ACI 315, unless detailed otherwise on the structural drawings. exceeds 5'-0". provided by others. 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed according toco a v7 the manufacturer's requirements. � o Live Load: L/480* 7. Tolerances far foundation and slab alignment as well as placement of reinforcement shall 5. Beam reinforcement shall be continuous across control joints. 11. Engineered lumber (LVL, Parallarn or LSL) shall meet the following rninirnum material li- � z Total Load: L/240* be in accordance with "Standard Tolerances for Concrete Construction and Materials,"AGI E W%00 * Increased floor stiffness may be required by floor covering manufacturer 1'17. Footing or slab edges may be up to 1/2" inside of the sill plate. valley 5. The contractor shall be responsible for the design and installation of all metal flashing and lley materialaw LVL or Parallam LSL N . � } � Roofs: 8. All concrete slabs on grade shall be the thickness as indicated on the drawings over E=1,900,000 psi E=1,550,000 psi O Fb=2,600 psi Fb=2,325 psi w J Live Load: 0240 minimum 6 mil. polyethylene (visqueen) vapor barrier. Slabs shall be reinforced with 6x6 Fc-750 psi Fc-800 psi 0' m U_ Total Load: L/180 WlAx1.4 WWF lapped 8" at edges and ends in conformance with ASTM-A 185, or Fv=285 psi Fv-310 psi 03F� fibermesh reinforcement shall be used with a minimum fiber length of/2'to 2" complying ZD 124 with ASTM C 1116. The dosage arnount shall be 0.75 to 1.5 pounds per cubic yard in 3 o z 12. Fasten plies of 1 / wide engineered lumber as follows- �, accordance with the manufacturer's recommendations. z 2-ply beams with (3) rows of 0.131"x3 '/" nails @ 12"o.c. Q r O o Y 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and 3-ply beams with (3) rows of 0.131"x3 W nails @ 8"o.c. (each side) 4-ply beams with (2) rows of Simpson 6% long SDW screws @ 12 o.c. other deleterious material. Structural fill shall be compacted to a density of at least 95% of N > w FLU - rZ O ZO z c� H con z (D Q 27 ca LL (D �. O U Z w p con ca. I--- � to Q w WU � z Li- All window, door and soffit assemblies shall be designed to withstand the design t„ pressures indicated below and shall be installed in accordance with the a w manufacturer's requirements. U w a+ uuuupu tl � (rJ -�C grrrrrn ,� .•s••••�" iii Metal Connector Fastening Schedule (n� � .O ,••y�,� $ t` WIND PRESSURES ON WINDOWS DOORS & Simpson ID USP ID Uplift Capacity(lbs) -Fasteners Anchorage (U.O.N.) . ___I ., r A35 MPA1 n/a (12) .131'x 1'/2" n/a LL/ ,=, �'G�c k SOFFITS sf -- - - -- ---- - - -- - - ---- ---- =--J. -- _ - ---- ---- -- -- - - --- M(psf) ABU44-Z PAU44 TZ 2200(SYP) (12) .162'x 2'/z"or(12j 0.162' x 3'/;" 5/8 wl r embed � �� • � ABUfi6-Z PAU6fi TZ 2300{SYP) (12) .162 x 2%"or{12)0.162' x 3'/2" 5/8' w/7"embed AREA OF OPENING EDGE STRIP(5) INTERIOR ZONE (4) CS16 RS150 1705(SYP or SPF) (11) .148'x Yin each end-(22)total n/ap f_ Pos Neg Pos Neg P.S.P. P.... .. RSPT6-2 775(SYor SPF) (8)0 148"x 1'/,"into studs n/a Z ......... ..... ............ (6)0 148'x 1'/2"into double plate 0to20sf 25.4 -34.0 25.4 -27.5 DTT2Z DTB-TZ 2145(SYP) 1835(SPF) (8)' "x1'G."SDS ''/.' ,v/4"/"embed(mono)and ?"embed(stem) 0) ....••' �� 20.1 to 50 sf 24.3 -31.6 24.3 -26.4 GBC HC620 n/a (5)0 131"x 1'/2"into gable brace n/a ._ ._ .,,... ... ... ........ ........... ..... ......... 50.1 to 100 sf 22.8 -28.6 22.$ -24.9 (7)U 1317'x 2'/2"into double plate `'rrnunuiruuu+a�� 100.1 to 200 sf 21.5 -26.4 21.5 -23.7 H2 5A n/a: use RTr 600(SYP) (5)0 131"x 2'/2"in each end (10)total n/a 200.1 to 500 sf 20.4 -24.1 20.4 -22.61H2.5T n/a: use RT7 545(SYP or SPF) (5)0 131"x 1'/."in each end-(10)total n/a 1 Soffit Design Pressure 25.41 -34.01 25.4 27.5 H3 RT3A 455(SYP) (4)0 131"x 2'/."in each end-(8)total n/a Base Design Pressure 21.50 GCpi=±0.18 H6 LFTA6 950(SYP)820(SPF) (8)0 131"x 2'/"in each end-(16)total n/a -- --------------- H8 RT8A T--745(SYP) - ------(5)0 148'x 1'%z"in each end-('10)total n/a- ------ ---- -- --- � c5 ar a0 HDQ8 n/a: use UPHDB 7630(SYP)5495(5PF) (20) ."x 3"SDS 7J8"vol 15'embed (SET epoxy only) 0 HDU5 PHD5 5645(SYP)4065(SPF) (14) 4»x 2f"SDS 5/8"w/7"embed (mono)and 12"embed(stem) I o Q N - HDU8 PHD6 6970(SYP)5020(SPF) (20) 4"x 3"SDS 718"w/15'embed (SET epoxy only) I, L � m N M at HETP,16 HTA16 1810(SYP1 (10) .148"x 1,< 4"embed o LLJz o HTS20, HTS24 or HTS30 HP0420, HTVV24 or HTVV30 1450(SYP) 1245(SPF) (10) .148"x 3"in each end-(20)total n/a _ o HTSM16 or HTSM20 HTVUM 16 or HTWM20 1175(SYP) (8)0 148"x 3"into wood n/a �, � � F- w °O � T TYPICAL EDGE STRIP 5 (4)" x 1 l"Titers into concrete ..... t' (D > 0) .. ... .. . C7 > rn a m a=10.0' HTT4 HTT4 4235(SYP) 3640(SPF) (18) .162"x 2'h" 5/8"wl 7"embed (mono)and 12"embed(stem) �` 7 Q 0 a) HTT5 HTT5 5090'SYP 4375(SPF (26 162"x 2'!.' ss .� ,, CL o co • -• t ) ) ) � 518"w/7"embed (mono)and 12"embed(stern] •^,,, . Jai � Y � � LTP4 MP4F n/a (12) .131:x 1h" n/aCO TYPICAL INTERIOR ZONE(4) �- LSTA18 LSTA18 1235(SYP) 1110(SPF) (7)0 148»x 3"in each end-(14)total n/a --- - --------- ---- -- - -- - ---- --- ..... ._ LTS12 LTVV12 775{SYP)66,5(SPF) (6)U 148"x 3"in each end-(12")-tot-al n/a--- - � � 00� MSTA24 MSTA24 1640(SYP) 1455(SPF) (9)0.148"x 3"in each end-(18)total n/a T MSTAM24 MSTAM24 - 1500(SYP orSPF) (9)0 148"x 3"into mood n/a . (5)'/»x 2'/4'Trten into CMU _ _ _ ,` ' Titen into concrete I SCALE: LE 1' O" t(J .. �'/' l (..� r x .O.N. MSTA30 MSTA30 2050(SYP) 1820(SPF) (11)0.148!:x 3"in each end-(22)total n/a "' MSTA36 MSTA36 2050(SYP or SPF) (13j .148"x 3"in each end-(26)total n/a j DO NOT SCALE f M5TAM36 MSTAM36 1870(SYP.or SPF) (13) .148"x 3'into wood n/a 0 61THIS DRAWING (8) Y4,x 2�4 Trten into CMU > O o ... .. ........ .. ........ ......... _..,. ..... ....... ..... ...................... YT x 1`I"Titen into concrete ........ ..... ........ ..... .......... ......... ... ._.......... RELEASE DATE: I MTS12or MTS 20 MTVV12 or MTW20 1000(SYP)860(SPF) (7)0.148"x 3"in each end-(14)total n/a a� _ _ MTSM 16 or MTSM20 HTWM 16 or HTWM20 860(SYP 3 14 ............ ........ ....... ..... ................ (7)0.148"x .onto..rood n/a ........................... (4) /'x 2/4 Trten into CMU ___ SEA � REVISIONS: 4 '!4 x 1'/., Trten into concrete PA51 TA51 3685 SYP or SPF 21 162'x 2% or 21 0.162' x 3__'/2_" 4"embed TYPICAL EDGE STRIP(5) SPH4 or 5PH6 5PTH4 or SPTH6 680(SYP)585(SPF) (12) .148"x 1 f." n/a a> a-3.0' SSP RSPT6 350(SYP or SPF) (4)0.148"x 1'/2"into studs n/a _ �.j w 3' 0.148'`x 1'/"into double plate STAD14 4430 STHD14 SYP or SPF TYPICAL INTERIOR ZONE(4) ( ) (38 .143"x 3/" I ` 14"embed I � L Notes: cn 2 1.All connectors are manufactured by Simpson Strong Tie or USP Structural Connector (U O.N.) ............... 2 SYP = Southern Pine SPF Spruce-Pine-Fir DRAWN ............... < 3. Mono= monolithic concrete: stem = masonry stemwall or bond beam - - - ........ ............ --- - a, a' 4.Anchorage refers to threaded anchors with noted diameters and embedment depths L CMF .� CHECKED BY: w JKH Southern Yellow Pine member design incorporates design values for all sizes and o:, grades of visually graded Southern Pine dimension lumber per"Supplement No.13 to SHEET: the 2002 Standard Grading Rules for Southern Pine Lumber," published by the D Southern Pine Inspection Bureau(SPIB). C) CV J CD Lu 116'-8" p j U 1" 23' 1.. cm =o m p m d 301-011 57-9� 5'-4" L �, o a� a� Lu U z - - - - - - - - - - - - - - - - - E "' W I I i I B � B r li SD-1 rs I I D-1 E O 4 I i I I o Q - - - - - - - - - - - - � , � U Z � I I I 15 I I Q x I ICD Q LL SD 1 - - - - a Q z L- - - - - - - - - - - - I m 0 I I n J ® Q - - - - - - - o a U 14'-0" o I I -� Q — — — — — — — — — — — — — — — — — — — — - - - - - - - - I - - I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J I I Z ♦W� L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -= - - - - - - - � I x6 PTPOST(.6#/cfCCATREATED) �♦ NOTCHED AT BEAM(TYPICAL) o < I Icr I I I I I I I I I I � W I` � I I H I � I I z � i /YAB II I I SD-1 I B I I � 0 4 I I SD-1 I I I I I SD-1 ° � Z W B I I I I 1 I I I I I SD-1 0 -�— � _I 21'-54" I I I I a 0 , I I a 24"0 CONC. 4:-: F- SD1 I I I I I I � U cJ I COLLAR AT EACH POST U. F- V �I I I w/(1)#5's EACH WAY, oLij w 0 (DRILLS/'HOLE THRU POST -� TO PASS RODS THRU i- - - - - - - - - - - -I L - - - - - - - - - J L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J I IN EACH DIRECTION) o • — � - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — � F- - - - - - - - - - - - - - - - - - - - - - - - -I I SECTION OF COLLAR 3 a I 6'0" 16'0" 10'8" FF6'-O" 2'0 26'-8" 12'-0° , EMBEDDED S RAP AT EACH I 2 0 r o F—I cn o I I CO I I I I I I I I GARAGE DO ROPENING I , o O ti ' SEE DETAI "F"ON SD-1 C9 m `r' - - - - - - - � : :::.-:.:.—:::—:::—:: —:::—:::—::.—.::—:::—:::—:.:..::—.-:—:::—.:.—...—.:—:::—:.—.— —::.-.:..: .: .::::: :::::: .. I o ............:.:::::.:::.: .% I I cfl — I - - - L - o L - - - - - 24"0 CONC.ON 36"DIA.x 12" z . .. E 00 w .. .:: _.:� - - - - - - - - - - - - - - - - - COLLAR AT EACH POS > LO d - - -11 - - - - - -.._ T L - , w!(1)#5's EACH WAY. N Cl I I - - - - - - - - - - - - (DRILLS/"HOLE THRU POST O TO PASS RODS THRU a, m ILL. 10'-0' 2'-0" 9'-0" 14' 9'-0" 2'-0" 6'-0" I IN EACH DIRECTION) M I I>> l I I 1 I I 1--IZD I I I Y o Y o I I 4 TOP VIEW OF COLLAR o z rB 7C3 SD-1 , Q o z I DETAIL OF POST WITH CONCRETE COLLAR 4"CONCRETE SLAB WITH 6x6 W1.4x1.4 I OPTION A N > w uj I ( WWF OR FIBE MESH OVER 6 MIL VAPOR BARRIER L, O COVERING 'LEAN,COMPACT,TREATED FILL. I ( I::' I I O z 4 I I I I I I I.: I I 4 NOTE: L — _ CD C� Q. I I SAW-CUT CONTRACTION JOINTS(i.e.CONTROL JOINTS) Q z z TFC I AS SOON AS THE CONCRETE HAS HARDENED ENOUGH �/ NOT TO BE DAMAGED DURING THE CUTTING PROCESS. Z (TYPICALLY 1-4 HOURS IN WARM WEATHER) Lu Lu p 6x6 PT POST(.6#/cf CCA TREATED) U = Z FILL CUT WITH 1"DEEP x%"WIDE SAW NOTCHED AT BEAM(TYPICAL) a �-�- I I:: :1 I I 4 I 3 1 I` : ELASTOMERIC CUT AT DENOTED O° I I `�, L I I m I;.:.:.: ;;:::.1 20`-2�" I I 9'-9� FILLER LOCATIONS. w I I I I U a � �� uturunppr W B o J I I s�• •.. ,°� ...: J U � .J = .;� B I I I j I I I SD-1 , CONCRETE SLAB - ao�,3 g � 12"d iameter x 42 CONC. SD-1 I I SECTION-TYPICAL SAW-CUT CONTROL JOINT I FOOTING AT EACH POST • r- .o � = I00 :: d I w!(1)#5's EACH WAY. o` A "L (DRILL Y/"HOLE THRU POST I, TO PASS RODS THRU I ti i I IN EACH DIRECTION) ""�rurrrrrtu{�„t�ey'� UJ N N [:::4:1p„ :I g I I o 4”OF CLEAN GRAVEL FILL 5D 1 Y I I o ��UNDERCONCRETE FTG. 1 I 9-9- , I 12” cv 4 2'-8" 8'8" 2'8" 5'4" SECTION OF CONC. FILL N00 - - I LL - - - J I N r 0 N U � O ti I I M I - - - - 12"diameter x 42"CONIC. c9 i - I • N r^' M N I I :. ..............................................................................................................................: I - - - - J F,; FOOTING AT EACH POST w c� cs .� I— 1� ' o — _ O o -- — w/ 1 #5 s EACH WAY. oo 1 -::.:-::::::::::: ::::::::::::::::::::::::::::::::::.: — EMBEDDED STRAP AT ( ) w I } _.......... ............ - - - - - -_- - T - - - - - - - - - - - - - EMBEDDED POSTS , I (DRILL%"HOLE THRU POST ca � J o N CO 1 L_ I 1 SEE DETAIL ON I GARAGE DOOR OPENING 5'-1 15'-1 I CO I SEE DETAIL"F"ON SD-1 TO PASS RODS THRU U > rn o 8'-0" i_ 12'-0" 10'-0" 10'8" 6'-0" 2'-0' I - _I-� 0" d THIS SHEET(TYP.) I I IN EACH DIRECTION) Q z0 6) c 4'-8" I I I TOP VIEW U) o o F- Y LL I I C Q co - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ® I I DETAIL OF POST WITH CONCRETE FILL _ - - - - - - - - - � F- - - - - - - - � � — � I I I I OPTION � d- I I I I I I I I I I w o SCALE: U cJ I I 4 ; %" = 1'-0" (LI.O.N.) DO NOT SCALE I I I I I I I I I SD-1 Ir THIS DRAWING I I o f I I I I I o D I I RELEASE DATE: B I I I I `� ® sD-1 I I � :, f W 06-02-14 B REVISIONS: I I B I I I I I D-1 06-24-14 g I I I I I I I I I I - - - -J L — - - - - - - - - - - J L- - - - - -- - - - - -1 01 I I IL - - - - - - - - - - - - - - - - - 4-D 4*'- '-� M DRAWN BY: CMF =DENOTES TWO STORY c ................. _ _NECKED BY: 20'-0" _ _ 10'_0 -1 50'-0" _ 17'-4" 14'-0" 5'-4" ?:i:::?:??: FOOTING CONDITION �' w JKH 116'-8" _ SHEET: CONTRACTOR SHALL VERIFY ALL DIMENSIONS . FOUNDATION PLAN USING FINAL APPROVED FLOOR PLAN PRIOR TO CONSTRUCTION. � ADDED FOOTING NS �2 i Lo mJ Q 116'-8" �, � � mo 30'-0" 57-9� 23 fry 5,4„ L 0 _ m (D wo Lu U - - - - - - - - - - - - - - - - - - - - - - - - I z I f -1 I IW I L Uj co B o > C3 c SD-1 cn I I D 1 •� I O I 4 I I L Q - - - - - - - - - - - - � I Z cn 15' I I a- li. c� L - - - - - - - - - - I - r m � I I J 0 I J F- - - - - 14--0"- - Q „ I I I , Q I - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Z W cr) _ _ _ I x6 PT POST(.6#/cf CCA TREATED) M — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I I ( "" NOTCHED AT BEAM(TYPICAL) O 1 1 I I I 1 1 I I I I I I I I I I I � . � `' B I I I I I B I 4 I I SD 1 I I I I D _ SD-1 � •� Z W z °° i I Q I I B I I I I I I SD-1 0 J `4 I I G9 0 ` I I I I sD-1 I a B I I I I I I '� SD-1 I I I I I I I I I 24"0 CONC. U —I CJ I COLLAR AT EACH POST w z w V -� I w/(1)#5 s EACH WAY. _, w_ p (DRILLS/"HOLE THRU POST F— J I I I I I I I I I I TO PASS RODS THRU ~ U I - - - - - - - - - - L - - - - - - - - - - - L - - - - - - - - - - - - - - - - I I IN EACHDIRECTION)'1Lu 0 rr l� - - - - - - - - - - - - - - - - - - _ - - - - - - - - SECTION OF COLLAR `../ � — —, - - - - - - - - - - - — , - - - - - r r �I I i �- 8'-0" 16'-0" 10'-8" 6'-0" 2'0 T26'-8" 12'-0" o Z EMBEDDED S RAP AT EACH GO I I I I I I - I I GARAGE DO R OPENING I ( q o cn o CL Lo I .........................—..—...—..._..._..._... ...—...—...—... .....—..._...—...—...—...—...--..—...—.-.—...—...—......... ... ,....... ,.....,.. SEE DETAI "F"ON SD-1 I `9 -:::::::::::::::.::::::::::.::-:::::::':::::::::::::::'.: ':::::::::::::::::::.:.:.:.:.::::::::::::::::::.:::::::.:.:::::::::::::::::.:.: :'. p o 1 m Z L — — ..'. . '. ': .: ::':;`:':`::... ::......:.....::e:': 24"0 CONC.ON 36"DIA.x 12„ I I — - - ..... ............................... ............................ ...... .... L - - - - - "oo w L T EACH POST >. � .,� COLLAR A A I _ _ _ _ _ � — .........................- - - - - - - - j- -� - - I w!(1)#5'sEACHWAY. N D I I I ""'I I I L — — — — — — — — — (DRILL Y8"HOLE THRU POST � O 9'-0" _ 1 9'-0" 2'-0"_ 6'-0" I I TO PASS RODS THRU �, m u IN EACH DIRECTION) m ::1 I I TOP VIEW OF COLLAR u^ U o o I I 4 0 z B I I Q z cy 0 I I N I SD-1 I DETAIL OF POST WITH CONCRETE COLLAR W — Z .. y" nss�+n-- .o '•�BYF, '-�sf-.� w..—.-.,.,..........c=..7-....�„ ,civ-B-sL8-t1`.'. ;.rna�-x✓damtffia•b6'..L+�Hiffit2le ', '8ifa..A iNCONCRETE SLAB WITH 6x6 4x1 �yp� -= s ¢� OPTION A s N > w R ESH-OVER 6 MI VAP,R BARRIER I I Imar - . 1"'�I C O FRING CLEAN,COMPACT,TR TED FILL-:' I I O — _ .-- F— to Z o I I l I I I 3 NOTE: — o w cv �� C I - Q Z I•• (. . SAW CUT CONTRACTION JOINTS(i.e.CONTROL JOINTS} � � � AS SOON AS THE CONCRETE HAS HARDENED ENOUGH <: ;::.... NOT TO BE DAMAGED DURING THE CUTTING PROCESS. Q (TYPICALLY 1-4 HOURS IN WARM WEATHER) Zwu l I I 1 �C w I I 6x6 PT POST(.6#/cf CCA TREATED w ) FILL CUT WITH 1"DEEP x%"WIDE SAW NOTCHED AT BEAM(TYPICAL) C9 I I o q 3 1" I;:. ELASTOMERIC CUT AT DENOTED co I I N I ; I::: :.:::.:� 20'-2�" I I 9'-9� FILLER LOCATIONS. "' m W S D-1 71 d ai �q,n uwnuuuui W .'.l B %0,^J •� 0) � -� I I I � SD-1 SD-1 I I I czt CONCRETE SLAB � co SD 1 I I ( L 1 I I I SECTION TYPICAL SAW CUT CONTROL JOINT 12"diameter x 42"CONC. ' Q FOOTING AT EACH POST � ' � Ey cu w/(1)#5's EACH WAY. �.� (DRILL Y/"HOLE THRU POST •.%e�( ``�.�k'z TO PASS RODS THRU �' '�'•,,,�� ,�� Hanna„uuua� ' I I � IN EACH DIRECTION) �. w N .;� I I I,., l 7 I I 4”OF CLEAN GRAVEL FILL a I I I B Y I I o ''�UNDER CONCRETE FTG. ...:..:::. 2,_$„ 8,_8„ 2,-8" 5,_4„ i CJ 1 I ( (: : SECTION OF CONC. FILL ' N co CN LL - - - - - - - 1 I I 1 - - - - - - - � I Lo cv O r — — I 12"diameter x 42"CONC. co N N co . . ..... .................................................................................................................::.. ::: ' '� J i I I I I— —I — — — — J f...:, FOOTING AT EACH POST z co 00 - - - - — — -:.:.-:::::::::......::::::: .:.:.:..::::::::::::::::.::::::::::::::::::::::::::::::.::::::::::::::::::::::::::::::..::::::.::::::::::::::::::::.:::::::::::::::::::::::. o -,- , ._.............::::.............................................:::'::::::::::::..,,,..:::'::.,............................................................................................................................::................. :::' �w/ 1 #5's EACH WAY. — - o0 0 F — M. I O �- LL, co �-- - _ _ N cu ........ .............._.._..._......... .... _..._..._.._..._..._.._..._..._ — — — � EMBEDDED STRAP AT � „ cn � � I I I -� T EMBEDDED POSTS I I J.l (DRILLY/ HOLE THRU POST m J o co L— — � SEE DETAIL ON I GARAGE DOOR OPENING I I TO PASS RODS THRU C7 > rn o 63 8'0. I I 12'-0" "' -0" 10'-8" I I 6'-0" 2'-0'I I 5' (Z" I I _ I I 15'-1(h�" I -0" co THIS SHEET(TYP.} I I SEE DETAIL"F' ON SD-1 I I IN EACH DIRECTION) ' Q o c 6' -� 4'8° I I I TOP VIEW a - - - - -I L_ - - - - - - - ~ U - - - - - - - - - - - - - - L - - - - - J I- - - - - - - - - - - - - - - - - - - - - - - - J - - - I I I g cn D c - - - - - - - - - - - - - - - - - - - - - - - - II- I ® I I I DETAIL OF POST WITH CONCRETE FILL E - - r - - - - - - - - - - - - - � I I I I I- - - - - - - - - - - - - - - I I I I I I I I I I OPTION o SCALE: ci I I I I I I I I I DO NOT SCALE I SD-1 THIS DRAWING o ( I I I I I ® D I I I RELEASE DATE: B I I I I SD-1 I zo 06-02-14 I i § a _ REVISIONS: I I NB # L I I sD-1 I I I I B I I I I I I � I I I I � •� w SD-1 I I I I I — — — — — — - L - - - - - - - - - - � L- - - - - - - - - - - J 5 21 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — - - - - - - - - - - - - - - — — — — I — - - - - - - - - - - - - - - - - x o m o 0 0 DRAWN BY: L - - - - - - - - - - - - - - - - - - - - CMF =DENOTES TWO STORY CHECKED BY: 20'-0" _ 10'-0" 50'-0' `x 17'-4" _ 14'-0" 5'-4" ....... . FOOTING CONDITION w JKH 116'-8" SHEET: CONTRACTOR SHALL VERIFY ALL DIMENSIONS FOU DAT I � N PLAN USING FINAL APPROVED FLOOR PLAN PRIOR TO CONSTRUCTION. o Ss2 i; J Lo mLo < ti Iy O > G 4 Z Q m 0 L U O Q� ■ 1 U W Z .: _=3 — OC w NOTES: V J r ( .........:.. 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH ZXC SPF No.2 �' O �\ ..... . ' w I STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 12'-1/a"-U.O.N. LL a J 0 Y „ I IC, 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 f , SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 10'-1)/8'-U.O.N. ..... . Z N v I 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(SIDING)-U.O.N. �x ( I:. NOTIFY ENGINEER OF ANY VARIATIONS. LL z Q 3 III o 2)1 /"x 11/"LVL Q 2J 1KL ' = = = R LU28-Z LU28-Z SD-3 HANGER - - - - - - HANGER SD 3 - J ♦LL^I - - - 3 - - - - - - - - INSTALL 2x SYP �/♦ (2)1 / x 11/ LVL TRUSS fl PORCH BEAM R II I BLOCK&FASTEN TO �� 2 Q O SD-3 ( I DOUBLE PLATE w/ �. o III: L J I 0.131"x 3Y4"NAILSATTACH TRUSS BOTTOM UJ �. Ifl w III I I @ 4"O.G. ��CHORD TO 2x BLOCK w/ r z I �� III: o °SII - , J NOTE: - I 0.131 x 3/ NAILS @ 4 O.C. z -; W 0II o B EACH REAR POST SHALL BE TREATED m z o DOUBLE Z 6x6 POST ON ABU66-Z POST BASE.STRAP _ II S-3 I PLATE U) POST TO EACH BEAM ABOVE WITH H6-Z CLIP. III o w SII ONSTRUCT USING APA ..•..................... I v J TYPICAL ALL POSTS-(U.O.N.) 111 0- o SII NARROW WALL METHOD WITH I X cc�r, o SEE DETAIL"U"ON SHEET SD 3 X u' VIII HEADER CONTINUOUS SD-3 KITCHEN N s ... ...... . SHEARWALL -�S �tL NOTE: c\1 oII ACROSS RETURN WALLS w THIS OPEN PORCH CEILING REQUIRES A SEE DETAIL"A"ON SD 5 c� w Z ( ) III L w0 3 O -� MINIMUM/a SHEATHING. FASTEN WITH "... III I � - CKIII: 6d COM OR BOX NAILS AT 6"O.C.ON EDGES �'� _ _ L U n-- AND 12"O.C.IN THE FIELD. III: R ( (3)2x12 HEADER (2) 1 34"x9%"LVL (2)2x6 HEADER I (2)2 POST NP B INTERIOR SW TO ROOF CONNECTION SD-3 2J . .. 1J 2K I (MIN.) S-3 " - " o III II 3K 2J SCALE: 1 7 -0 1K (2 2x12 PORCH BEAM — I F� le � `= = Lu (3)2x6:SYP BUILT UP O x6 BUILT-UP POST(MIN.)INCLUDING 2 2 z POST(MIN.) KINGS&JACKS III R III L �� 0 SB SBS SBS GARAGE DOOR SHALL BE GARAGE DOOR SHALL BE (2)2x8 HEADER CONTINUOUS - _ SD-3 RATED FOR A MINIMUM RATED FOR A MINIMUM co OVER�3}SPANS - _ DESIGN PRESSURE OF DESIGN PRESSURE OF U) z _ _02x12 PORCH BEAM= ,� w = = = = _ _ = = = = -- - - - - 24.4 psf± 27.1 psf± to — — — — — X3 (2 JACKS —5�3 ' a ).... N 0 J R MIN. (2)2x12 HEADER (2)2x12 HEADER .�_ O SD-3 2J 2K 2J 2K W � SW 3�) (3}2x6 SYP BUILT-UP III ' m iU � 2 POST(MIN.)INCLUDING III S ................. . I a' (2)2x8 HEADER N Z IIII w KINGS&JACKS Q 2J 1 K z I IIII = O 0 z IIIIN � WQ Qz > w. F-+-� N IIII `� o o W. c O z = cn z Y H ZD � � NOTE:, "� _. Lu ............................................................... . EACH REAR POST SHALL BE TREATED . .................... ...... . ......................... T Q z Z 6x6 POST ON ABU66-Z POST BASE.STRAP v U- T C� POST TO EACH BEAM ABOVE WITH H6-Z CLIP. I a I GARAGE DOOR NOTES Z Q� U) TYPICAL ALL POSTS-(U.O.N.) ZEIa I ALL(�MS `� F_ w 1 INSTALL TA30 STRAP AT EACH END _ SEE DETAIL"U"ON SHEET SD-3 u, I-J OF GARAGE DOOR HEADER.NAIL STRAP U = z NOTE: � w INTO HEADER AND JACKS BELOW. <n ~ THIS OPEN PORCH CEILING REQUIRES A J IIII o Y (2}2x12 HEADER III V �" (2)2x10 H ADE MINIMUM Y8"SHEATHING. FASTEN WITH IN w JIII = N 2J 1K III III 2J 1K: 2. EMBEDDED STRAP AT EACH END OF GARAGE � 6d COM OR BOX NAILS AT 6"O.C.ON EDGES I IIII x III III DOOR OPENING SEE DETAIL"F"ON SD-1 a W AND 12"O.C. IN THE FIELD. I� uj IIII c `' III l J Unwuu/u',u/,,,,,,, IM I 2x6 FRAMED �. • NS ': WALL ( � � •� LU)m ............................................... . . . ......... . . �5 .Q s�R o IIIII o Y ��,,,,,,,,�,,,,,,+3,,,, w IIII w N .. 2 IIII X ...... I--r-'I Q) IIII "' I SHEARWALL LEGEND: N SW-3�I (3)2x6 SYP BUILT-UP (2)2x12 HEADER T co R I POST(MIN.)INCLUDING S3 SJ�3 = NON-BEARING WALL a r N KINGS.&JACKS.......: O 2J 2K N r� SD-3 SBS - - - - - - —_PlL----- � �� = _ � _ �L L I o = BEARING WALL � UJ- - - GARAGE DOOR SHALL BE z coCo — RATED FOR A MINIMUM i- w co°O - 11 1 DESIGN PRESSURE OF SW-6 d- ---- - o p f_ 0 _ rn rn . . ........................................ - FASTENED 0 > III 21.5 s + (2)2x8 HEADER III SHEARWALLS A NED WITH < z 1J 2K 8d COM(0.131"x2%") NAILS @ o LL - -(2)1%"x 11%"LVL RAISED BEAM_- - 6 O.C. ON EDGES AND 12 O.C. 0 � c� o- ... ................... Dgff...................................�.. - - _ _ _ _ _ _ _ _ _ _ _ _ _ — __ _ ON INTERMEDIATE SUPPORTS co — - - - {3)2x4 BUILT-UP (2)2x6 BUILT-UP I c �� a = ='_ ="= = SW-3 _ o POST(MIN.) POST{MIN.) o = SHEARWALLS FASTENED WITH E S SCALE: 8d COM (0.131 x2 2 ) NAILS @ 1 „ _ w 3"O.C. ON EDGES AND 12"O.C. /a - -0 (U.O.N.) � � � ON INTERMEDIATE SUPPORTS. � DO NOT SCALE — �, Lu (2)2x6 HEADER o N THIS DRAWING 1J 2K = LL III w R SBS SHEATH BOTH SIDES OF WA RELEASE DATE: -�:-E]:-j v II = c a -_ -_ -_ -_ _- A35 CLIP EACH AT INDICATED SHEARWALL III �, f SIDE OF BEAM TO 06-02-14 CN WALL(TYP.) REVISIONS: A35 CLIP AT.EACH NOTE:ALL EXTERIOR WALLS SHALL BE "SW-6"U.O.N. - SIDE OF BEAM TO I L ( 06-24-14 WALL.(TYP.) WOOD FRAMED HEADER LEGEND: — — - - - i. c — � — � - ADER A c. —. — 21 SIZE OF HE (2) 2xHEADER = J K S DRAWN BY: ................ . .. .................................. : QUANTITY QUANTITY �' CMF L OF JACKS OF KING STUDS CHECKED BY: w JKH NOTE: SHEET: ALL LAYOUT � FIRST FLOOR ALL WOOD FRAMED LOAD BEARING HEADERS -� SHALL BE MINIMUM (2) 2X6 No.2 OR BETTER = AlADDED SIZE OF BEAM SYP. INSTALL MINIMUM (1)JACKAND o S �3(1) KING STUD AT EACH HEADER(U.O.N.) N m J Q III D U c U w _ 2) Z E NOTES: o W III , - E 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH ZXG SPF No.2 O W O 0 I STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 12'-1 a"-U.O.N. a- j w Y I N 0 CV .. .. U. Q w U _ I 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 '� `X """' SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 10'-1 a"-U.O.N. N ...� 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(SIDING)-U.O.N. ' aXi I..,.. . NOTIFY ENGINEER OF ANY VARIATIONS. C_' co � III ;-�'` o LL. z Q (2)134"x 11%"LVL 1 ` 2J 1K O / - - I LU28- LU28-Z R SD 3 HANGER - - - - - HANGER SD-3 - a - - - - - - - - �.� INSTALL 2x SYP (2)PO "x 1B AVL R I y` BLOCK&FASTEN TO I�TRUSS O Q o IIS: II I , j DOUBLE PLATE w/ 0.131"x34'NAILS r.. 'may ' ' ATTACH TRUSS BOTTOM c W @ 4"O.C. CHORD TO 2x BLOCK wl o r III o SII z .131 x 4 NAIL @ O.C. w 0 3 S 4" Z TE.____ CD EACH REAR POST SHALL BE TREATED y w F- CII Q v B I ui Z_ �DOUBLE cc.�� _ d _3 � . .. m z S PLATE J 6x6 POST ON ABU66 Z POST BASE.STRAP POST TO EACH BEAM ABOVE WITH H6-Z CLIP. III � •II ONSTRUCT USINGAPA p w ;. o TYPICAL ALL POSTS- U.O.N. III o o I X �` U (U.O.N.) N a NARROW WALL METHOD WITH Iso KITCHEN m SEE DETAIL"U"ON SHEET SD-3 N = IIII 4 HEADER CONTINUOUS SHEARWALL U NOTE: N r SII ACROSS RETURN WALLS I z SD-3 THIS OPENPORCHCEILING REQUIRES A III:v �II "' ,SEE DETAIL"A"ON SD-5) I �'" � J p MINIMUM Y8 SHEATHING.FASTEN WITH ISI. III , 6d COM OR BOX NAILS AT6"O.C.ON EDGES P� 2 2x6 HEADER I (2)2x6 BUILT-UP B INTERIOR SW TO ROOF CONNECTION °- :3}2x12 HEADER O POS (MIN.) > AND 12"O.C.IN THE FIELD. III: SD-3 ' (2) 4'x 94'LVL 1J 2K ( TS-3 �� - �� - ` III; II 3K 2J 1K SCALE: 1 1 -� ........................................... cu ...... (2 2x12 PORCH BEAM - F� — J _ = = = = = = _ _ (3)2x6:SYP BUILT-UP W (2)2x6 BUILT-UP POST(MIN.)INCLUDING o z rn KINGS&JACKS POST(MIN.) O OIII R III GARAGE DOOR SHALL BE GARAGE DOOR SHALL BE ~� a Lo SB (2)2x8 HEADER CONTINU S SBS SBS SD-3 r RATED FOR A MINIMUM RATED FOR A MINIMUM o _ 0 ER SPANS z uj Lu - - - - - - = RCH BEAM DESIGN PRESSURE OF DESIGN PRESSURE OF � =(2�2xP0= -- - - �� = 24.4 psf± 27.1 psf± 2 JACKS -- _ -- --S�3 ............... o N . ................ ........ .......... . � - � 0 J 0 R MIN. ._- (2)2x12 HEADER (2)2x12 HEADER � O II SD-3 y'' y 2J 2K 2J 2K o) z m (I SW_3 I (3)2),6 SYP BUILT-UP III ............ I cu F--I ZD II fT MIN.)INCLUDIN III (ZVkg HEADER L z • .......................................................... . II IIII "' KGS&JACKS o N / 2J 1 K - ZO 0 z II IIII �� 1 0 J — II IlIIN . > z F- 0 W v .•dam, �.�.�� OCD II _____y__ � O z II .. .....:� I _ co Fcu ---I Z o NOTE: II I w � Q z Z . EACH REAR POST SHALL BE TREATED I.................. - Q O 6x6 POST ON ABU66-Z POST BASE.STRAP _ _ cn POST TO EACH BEAM ABOVE WITH H6-Z CLIP. II I GARAGE DOOR NOTES Ll cn TYPICAL ALL POSTS- U.O.N. I N ~ - w (U.O.N.) II 1. INSTALL(1JMSTA30 STRAP AT EACH END Q SEE DETAIL"U"ON SHEET SD-3 II �. OF GARAGE DOOR HEADER.NAIL STRAP a, U z NOTE: _ =, w INTO HEADER AND JACKS BELOW. �' V- � THIS OPEN PORCH CEILING REQUIRES A IIS v IIII o Y (2) c12 HEADER III (2)2x10 H ADER ui ~ Y8" Ilan. IIII "' J 1K III III 2J 1K: 2. EMBEDDED STRAP AT EACH END OF GARAGE M MINIMUM/a" SHEATHING.FASTEN WITH III II DOOR OPENING SEE DETAIL"F"ON SD-1 U 6d COM OR BOX NAILS AT 6"O.C.ON EDGES IIN II x w AND 12"O.C.IN THE FIELD. llc"w III `' III �, 10t1"O"'"o ,� Iiv m � � ) � tom, -9� ., II I 2x6 FRAMED�� •.•. . Ok II I WALL i a� �u co it. ... .... ...... .......... ............ . i II 4 � . ,. c, � �, �,: P � Vii; A �'W II IIII o mit 111 mooio�� Y 2 S I' CQ � 77 w N ...... ` � L II IIII s II IIII N II IIII �, ,y ..................... .-J 1 Y N � I SHEARWALL LEGEND: �, I II SW-3 I O � (2)2x12 HEADER _ 3 2x6 S, P BUILT-UP Lo °O II R POST(MIN POS \ jS3 S3 - NON-BEARING WALL o C-4 o ti 5D-3 KIN S&JACKS SBS L2J 2K O .............. ..... c*� M LJ N I - c = _ _IF7_ _ GARAGE DOOR SHALL BE - o z � o 0 s 3 ____ �� a = _ = o BEARING WALL "� u- 1 I LLY _ _ �a oo vn o � RATED FOR AMINIMUM --_- co j J N - DESIGN PRESSURE F - �; - o @� `i D G 21.5 ES psf± O o = SHEARWALLS FASTENED WITH _; z rn �' �3 � SW 6 � ST O III CO .. I ,, 8d CO (0.131"x2%") NAILS @ a 0 m 2 2x8 HEADER o Y U - — —2)1 Y 1 6'O.C. 12"O.C. U — ( a xa LVL RAISED BEAM: ' I ,q co Q ON EDGES AND . . ............... ..... --------.-............................c �� ON INTERMEDIATE SUPPORTS. — d — _ _ ..... � a - = � _ _ _ - o 3)2x4 BUILT-UP (2}2x6 BUILT UP I c - _ _ _ _ i �, _SW 3 _ ;. o = SHEARWALLS FASTENED WITH I / OST(MIN.) POST(MIN.) SCALE: r Ln 8d COM (0.131"x 2%") NAILS @ 1 ,� _ 5 3"O.C. ON EDGES AND 12"O.C. - 1 -0 U.O.N. moo' — — — I NOT SCALE ON INTERMEDIATE SUPPORTS. � DOIS DRAWING c SBS = SHEATH BOTH SIDES OF WALL . ............. w Y `n 1 N 0, III (2)2x6 HEADER N RELEASE DATE: ! / w v II 1J 2K = c a = s __ice =i - A35 CLIP AT EACH AT INDICATED SHEARWALL r oc N SIDE OF BEAM TO 06-02-14 / WALL(TYP.) REVISIONS: III S S BE SW 6 U.O.N. _1L 11 I= A35 CLIP AT EACH NOTE ALL EXTERIOR WALL HALL - SIDE OF BEAM TO WALL.(TYP.) WOOD FRAMED HEADER LEGEND: ui A c — — — — _ SIZE q.' — HEADER S-7 - (2)2x—HEADER J K DRAWN BY: ................ .............................. . CMF ................ ................................................... QUANTITY QUANTITY -� OF JACKS OF KING STUDS CHECKED BY: J KH w NOTE: SHEET: ALL WOOD FRAMED LOAD BEARING HEADERS _cn WALL LAYOUT - FIRST FLOOR ALL BE MINIMUM (2) 2X6 No.2 OR BETTER SYP. INSTALL MINIMUM (1)JACK AND o (1) KING STUD AT EACH HEADER(U.O.N.) N O ; J m Q ci O � 4 z D C) m p U 0 N N = " Lu U 2' z_ II a Q W NOTES: :cn J ry S �4 1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF N0.2 L 0 O O a> STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 10'-1%"-U.O.N. Z U Z 2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 2 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 10'-1'/s'-U.O.N. x- a 3) THE SECOND FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(SIDING)-U.O.N. W F-- NOTIFY ENGINEER OF ANY VARIATIONS. cry z L o a I- U —� W J 0 Q Nz z z zFr- o >- ry o Q w r J Z co w z ® J (D -� o a � 6i z .0 � a F- U CL a� aW> • cu0 Luu z z ZL _=7 =7 )^ C L LL R m ^ v? z - -._.- - - - SD-3 R T co o m v O � W � III. _ m u III fii 1�'1 (2)2x8 HEAcu DER L z III: 2J 1 K III z III: IIIIo 8 oz _ ^ Q Q z IIII N N III o F�-�-I oc '— LU LU III: IIII v III Z 0 o z III III ~ Q z ui U- NOTE: III: III EACH REAR BALCONY POST SHALL BE TREATED III 6 POST STRAPPED TO FRAMING BELOW O CQ cn 6x III WITH MSTA36-Z STRAP.STRAP POST TO III; NOTE: t k' W BEAM ABOVE WITH H6-Z CLIP. III. 6x6 TREATED POST.STRAP ) TYPICAL ALL POSTS-(U.O.N.) I (2)JACKS �II POST TO BEAM ABOVE&BELOW : • L- ~ # F_ III; III � z w MIN. _ IIII � � NOTE: w a o Y U <c w/MSTA16 Z(TYP.) III: o Y a Q N III .... o o III NOTE: cu 3 �� 0 4 `, ,� THIS OPEN PORCH CEILING REQUIRES A III = N �, SII THIS OPEN PORCH CEILING REQUIRES A 1 w MINIMUM/a SHEATHING.FASTEN WITH III `V x s „ �� X X N MINIMUM Y8 SHEATHING. FASTEN WITH r' 6d COPA OR BOX NAILS AT 6"O.C.ON EDGES a N III .'.. N mlll 6d COM OR BOX NAILS AT 6"O.C.ON EDGES ' �• • •.�� ,,� AND 12"O.C.IN THE FIELD. I�Ioc U III N IIIo N U v I (2)JACKS III AND 12"O.C.IN THE FIELD. , DC ' N MIN. � III uj X III : .; � 0 � w t s � cl ,•. Ilf III -� -,''',�•• •..::: IIk (2)2x8 HEADER r U. III: 2J 1 K mLu III: IIII o ................. . .. a :.......................:.. . . IIII "' N G1 '' III IIII m N III T III SHEARWALL LEGE � p Ilk � 0, 00 .: ... L III ........... ..:.. . ... .......... ............. = NON-BEARING WALL N � m M � III: R ® _ _ o = BEARING WALL z � o = � = = SD-3 .... 00 ......................: f— W R SW-6 _ I_- J �O N SHEARWALLS FASTENED WITH z 6' o rn 7 <C O c X 8d COM (0.131"x2%") NAILS @ C Y co ON INTEERMEDDIATE SUPPORTS. –�° � d LL ® ® ® SW-3 _ FF = SHEARWALLS FASTENED WITH E o. SCALE: 8d COM (0.131"x2%") NAILS @ 4" - 1'-0" (U.O.N. 3 O.C. ON EDGES AND 12 O.C. N - } ON INTERMEDIATE SUPPORTS. DO NOT SCALE z THIS DRAWING SBS = SHEATH BOTH SIDES OF WALL RELEASE DATE: ® I AT INDICATED SHEARWALL W 06-02-14 REVISIONS: NOTE:ALL EXTERIOR WALLS SHALL BE "SW-6"U.O.N. a� WOOD FRAMED HEADER LEGEND; W 21 ® LL SIZEJo� ® ®� — � OF HEADER 2 2x HEADER J K DRAWN BY: QUANTITY UANTITY �' CMF OF JACKS OF KING STUDS q) 2- CHECKED BY: J KH W CD i NOTE: SHEET: ALL WOOD FRAMED LOAD BEARING HEADERS WAL LAYOUT - SECOND FLOOR- SHALL BE MINIMUM (M 2X6 Na.2 OR BETTER SYP. INSTALL MINIMUM(1)JACK AND o (1) KING STUD AT EACH HEADER(U.O.N.) `� O :;I. J Lu Q C3 O > d z a, o 0° 0 L � U O N N O L U W RODS @ 4'O.C.MAX (D .O 7 .� LL //�)w Lu HTT5 HOLDOWN • o w/SSP AT DOUBLE PLATE :..:...:........... :: E a> Z ........ ::.......HTT5.HOLD.OWN .. • a li. wt SSP AT DOUBLE X- PLATE • RODS @ 4'O.C.MAX HTT5 HOLDOWN • S III w/SSP AT DOUBLE SD-3 O O PLATE Z3 o LU28-Z LU28-Z R R HANGER HANGER S W — — — — _ — • Q CD III: R II HTT5HTT5 .' Z r o SD-3 HOLDOWN o HOEDOWN III: `• III N o � W r III: III o z NOrE: o a O W Z c\1 cn EACH REAR POST SHALL BE TREATED 6x6 POST ON ABU66-Z POST BASE.STRAP POST TO EACH BEAM ABOVE WITH H6-Z CLIP. III IIIQ o TYPICAL ALL POSTS-(U.O.N.) III • a SEE DETAIL"U"ON SHEET SD-3 III HOLDOWN W V III III III Q w�/ o 0- III. III S S DSP AT DOUBLE III: R SD-3 SD-3 PLATE TO MID-POINT HTT5'_ TT5 N • III SD-3 II : OF HEADER HOLDOWN FG1UJI — — ................................................. — — — — — — — — — — — - - .. • . . • . e.. e.. • • a. • • e HDQ8 HOLDOWN o z rn DQ8 HOEDOWN COUPLED TO ROD AT IQ COUPLED TO ROD AT III III • ~� '� BASE OF BUILT-UP POST S o BASE OF BUILT-UP POST S NOTED ON S-3 • NOTED ON S-3 • SD-3 SD-3 • .�c9 z • ca d- — - - - - - - - - e • CV 0 J • • R HDQ8 HOLDOWN R W O SD 3 HTT5 KT HOEDOWN HTT5-KT HOLDOWN a) COUPLED TO ROD AT -3 0) m LL II COUPLED TO ROD BASE OF BUILT-UP POST III COUPLED TO ROD M IIE. NOTED ON S-3 ' . .......................................................... . II III o z ' II IIII z II IIII C- 0 o z Q ¢ z II IIII o N w 'i l II IIII HTT5 KT HO DOWN o 0 P"I I''i II COUPLED T ROD z ........ a> _ to Z II F� Q z o NOTE: II LLJ I ...............................................................: EACH REAR POST SHALL BE TREATED • HTT5-KT HOLDOWN 0 6x6 POST ON ABU66-Z POST BASE.STRAP .......................................... . — GARAGE DOOR NOTES � � COUPLED TO ROD ' W p cn POST TO EACH BEAM ABOVE WITH H6-Z CLIP. II 1. INSTALL(j)MSTA30 STRAP AT EACH END c� F— w TYPICAL ALL POSTS-(U.O.N.) II e OF GARAGE DOOR HEADER.NAIL STRAP Q SEE DETAIL"U"ON SHEET SD-3 w — INTO HEADER AND JACKS BELOW. J II U z II IIII III 7 IIII III III 2. EMBEDDED TAP AT EACH SEE DETAIL'FDON SD-OF GARAGE � W II DOOR OPENING II :..IIII III III � U w • �_ C4 _ II -ail LL �? II NOTE: � • ..... v .......................................................... : .. .................................. ALT PLATE, ALTERNATIVE TO SSP/DSP AT DOUBLE PLA E a; • HTT5 KT HOEDOWN - (1)SIMPSON SDWC 15600 SCREW OR •F IE 1 M .. e ............................................................... �S� COUPLED TO ROD �K — �• - ,"L ALTERNATIVE TO SPH AT DOUBLE --- II (2)SIMPSON SDWC 15600 SCREWS STUD A .. _ II TO DOUBLE PLATE PER SIMPSON DETAIL. �$ °'•• < ,rL II ........ . HTT5-KT HO DOWN DOUBLES II IIII " COUPLED T ROD p LATE nuuua, II IIII 3 } . OPTIMAL z° GL II IIII ....... .. 22%\ ANGLE t ; II IIII � I I - .......................................................... : ; 04 HD08 HOLDOWN DOUBLE PLATE 30 \\ I .... .: II ` i *k L0 i. .... ... �" II I': T COUPLED TO ROD AT HTT5 HTT5 a M II R BASE OF BUILT-UP POST i E m >HTT5-KT HOLDOWN HATS K DOWN HOEDOWN HOEDOWN 1"MAX SD-3 NOTED ON S-3 a> _j , d 0 COUPLED TO ROD...... ....... ... COUPLED TO RODLL � � � �`' • c = = - = _I= _I1= = 3 .. MIN, \ i 3 (+/-114") w •• • _ • • • • • • • e • S 1" SDWC 15600 � �.. o Z 0 0 v F– L °D c9 `Ln • — = _ = = 1„MAX SCREW _ � J �o e SD 3 STUD SDWC 15600 j SCREW STUD rn DSP AT DOUBLE III III z x = PLATE TO MID-POINT " • - • ELEVATION SDWC 15600 SECTION-SDWC 15600 o F- Y0 co cu OF HEADER " " • e o .......................... : ........... c �� a = � �I= = • • • • • • • — • • - - - - - - - - - - - - - — — - -_ — C 0 .....................................�..................... .. .. u � � L f E S SCALE: • HTT5.HOLDOWN HTT5 HOEDOWN • 4" = 11-0" (U.O.N.) w/SSP AT DOUBLE LSTA18 EACH wl SSP AT DOUBLE PLATE END OF BEAM PLATE " THREADED ROD LEGEND: DO NOT SCALE °� THIS DRAWING _ - o • - OT I! F UNDATION TO DOUBLE PLATE. T THREADED ROD FROM (4'I MINIMUM EMBEDMENT REQUIRED) RELEASE . III DSP AT DOUBLE PLATE — — - - — DSP AT DOUBLE A TOMID MID-PO c a = _ _I� - m III- PLATE TO MID-POINT • 06-02-14 11 OF HEADER OF HEADER o • _ / THREADED ROD FROM U 30 REVISIONS: EVISIONS FOUNDATION TO UPPER IT— • FLOOR DOUBLE PLATE. I[ (4" MINIMUM EMBEDMENT REQUIRED) 0, • HTT5 HOLDOWN HTT5 HOEDOWN • w w/SSP A T DOUBLE w/SSP AT — — — — — _ 2) DOUBLE PLATE PLATE _� • HOLDOWN (AT SILL PLAS ATESa C =� a - s =11= = • • • • • • • • • • .... .. .... • • • • INSTALLED _ RODS @ 4'O.C.MAX I �J LJ O = HOLDOWN (AS NOTED) INSTALLED :r AT SILL PLATE. COUPLE MINIMUM / 0 CIVIF DRAWN BY: I ..... .. S ROD TO HOLDOWN ANCHOR AND L CONTINUE TO DOUBLE PLATE ABOVE. CHECKED BY: J KH p = HOLDOWN (AS NOTED) INSTALLED MINIMUM Y8"I.O D SHEET: LL PLATE. COUPLE MIN / AT SI s 12 ROD TO HOLDOWN ANCHOR AND TIE-DOWN LAYOUT - FIRST FLOOR CONTINUE TO UPPER FLOOR Q DOUBLE PLATE ABOVE. o 4 S �5E i 1 4 J Lo LLj m a Lo :2 > Y- ) r m N w Uw J Z LL — E p w 0 0 Z > �E � oc Q 0 O o Wcn U z = z a O O > 15 v Q Q -� �, o z o i %%MOW cul . Wlr� 0 .1 O z z ® � W o U ww U � a w z L� 0 J� Q a� a ® ® ® ® m zLLI r 12 SEE DETAIL"BB"ON SD-3 _ 0 ~� SD-3z • R E ^ • w Lo > N d III W O m III III2 ZD III III a z III IIII G1 IIII • III o W E_ III: IIII I--�--I IIf �Z III 111 � _ � z III III ; 1-1 Q z . NOTE: ....... . z III �� _ UJ EACH REAR BALCONY POST SHALL BE TREATED • Q as u- 6x6 POST STRAPPED TO FRAMING BELOW • III WITH MSTA36-Z STRAP.STRAP POST TO III IIIL Lwi BEAM ABOVE WITH H6-Z CLIP. IIf . NOTE: Z w 6x6 TREATED POST.STRAP �i Q TYPICAL ALL POSTS-(U.O.N.) III I III POST TO BEAM ABOVE&BELOW w LL- w/MSTA16-Z(TYP.) III: . III � III u_ III �, III III III � � III III Ilk III III III Lu 111 ' IIf au), d IIf I � cn 3 -,'•� �� o III: 111cn T/ ° , cu GII III , Ilk 111 c III ,,,,,,,,,,,�111 , pL Ilk IIIIui `lil I ...... ...: • ; —.._ .. 111 cn G1 T III I, IIf IIII :......... III � � I. . .. .. 1 IIf II + � 1 4 L N III III op _ f 0 N r IIf R k M cl i } N M c rR �. Lu J r � L1_ co . ��s�tGuvk� .v Z Cfl T • W SD-3 > CD Q Q. 0 o x ® ® ® L co Q Fr l E oQ SCALE: Y411 = 1'-0" (U.O.N.) ® THREADED ROD LEGEND: DO NOT SCALE • = 3/" THREADED ROD FROM THIS DRAWING FOUNDATION TO DOUBLE PLATE. RELEASE DATE: ® (4" MINIMUM EMBEDMENT REQUIRED) 06-02-14 Oi = %" THREADED ROD FROM REVISIONS: FOUNDATION TO UPPER FLOOR DOUBLE PLATE. (4" MINIMUM EMBEDMENT REQUIRED) w 2) ® O = HOEDOWN (AS NOTED) N ® — _ LL — INSTALLED AT SILL PLATE p = HOLDOWN (AS NOTED) INSTALLED DRAWN BY: AT SILL PLATE. COUPLE MINIMUM 3/" 0 cii CMF ROD TO HOLDOWN ANCHOR AND CONTINUE TO DOUBLE PLATE ABOVE. CHECKED BY: J KH p = HOLDOWN (AS NOTED) INSTALLED SHEET: AT SILL PLATE. COUPLE MINIMUM a" 0 E-DOWN LAYOUT - SECOND FLOOR ROD TO HOLDOWN ANCHOR AND CONTINUE TO UPPER FLOOR DOUBLE PLATE ABOVE. N S �6O I - co J Lo cQ C:) z 2x6 RAFTERS @ 24"O.C. mo n RS CEDAR L U a> a� ✓Q Q XJ2 x2(TYP.) 9J1A -fnJ2A 814 B15 W� 0 -- � NOTCH TOP END OF `� 2 POST AS NEEDED � E_ 2)2x8 RS CEDAR � O ... .... ami Q . .... . . ....... ...... ....... . ....... ... U x6 TREATED POST � Z a � Q X J2A J2A a �� a O J1A � J1A.... A S SECTION o Xj"l s-7 SCALE: /" = 1'-0" U W 73 J1AII O cu J2A L s III W r" III o r III cn 6x8 SYP III TREATED III Q LIJ LL! Z III 'F o III O Q 611 III B3 B10 B9 B8 -a"O OAK DOWEL J F-a— w V III Iii z III J2A 6x6 SYP ® � � J 0 (2}HTS24 TREATED I— U ;IA N AT US 5. II TR s .. _ — — F r J1A .... Lu (2)HTS24 E II AT TRU S o z Z 0o 0 v ASSEMBLED CONNECTION o d. u L i M C!1 z 0%00 ................................................................ 6x6 CYPRESS > a CV p �i 0 L ONVENTIONAL FRAME ROOF w/ -- ami W �, u- III r pp J 2x6 CEILING JOISTS @ 24"O.C. I AND 2x8 RAFTERS @ 24"O.C. A 2%"x 4 4"x 3"DEEP MORTISE ~� z %"O HOLE FOR DOWEL � z III 3„TE m NON 0 p I 2%"x 4%"x 3"DEEP TENON CYPRESS CAP AT a z Q Q z II III N BRACKET .� DOWEL N > u1 Y44"0 HOLE FOR DOWEL I - UJ � o 0 6x6 CYPRESS I a =O cz z ................................................ .............. . 4x6 PT TRUSS CONNECTORS I I N L-a �' TRUSSID LEFT INTERMEDIATE RIGHT Q Z Z v - - ...... ........... . 1 OAK DOWELS CD B FG1 (2)HTS24 (2)HTS24 " LS E2 Q o Ill S-7 uj �W cn �_ [AND TRUSSES(ROOF) H2.5T OR H2.5T OR H2.5T OR MEMBER CYPRESS CAP AT Z w p w, I RAFTERS SDWC 15600 SDWC 15600 SDWC 15600 BELOW DOWEL u' r , U � J o o 4x6 PT @ 16"O.C. W = NOTE: �` � LL- Oo _ III '-'- III III 1)ALL TRUSS CONNECTORS ARE BASED ON TOP VIEW OF TENON WITH DOWELS 0 N (7 UPLIFTS COMPUTED BY ENGINEER OF RECORD. N -j C) = UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS III SHALL BE DISREGARDED. UNASSEMBLED CONNECTION , rra uuu l wo", III Q LU28-Z� MANUFACTURER 2)THE TRUSS LAYOUT AND NUMBERING SYSTEM - i � ° 13 HANGERS(TYP.} DO NOT VARY FROM THIISB LAYOUT WITHOUTIPR PRIOR \(0 N U '- X APPROVAL BY THE ENGINEER OF RECORD AND THE a l " C N. ........ .... ..... ..... ....... ...... ...... CONTRACTOR LIL- 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED 6X6 TREATED POST f j` 1� Al t °: -tf on AS LISTED DO NOT SUBSTITUTE WITHOUT RIOR ` I, w/(3)/a x4/z' SDS II SIMPSONSDWH 2x12 TREATED LEDGER APPROVAL OF THE ENGINEER OF RECORD. SCREWS @ 24"O.C. F9 4) SEE SHEET SD-4 FOR INSTALLATION DETAILS (EACH INTERSECTING WHEN USING SDWC 15600 SCREW (10"LONG} ' 1 f �} �- 0 III % - '//f!lfl/t711:111i1'��,S�l`` L,' 4x6 PT @ 16"O.C. I w VERTICAL TRUSS END) /.: �` 4 TREATED7. III M PLYWOOD ........................................... STRAP STA16 Z �; w I I N O a lf7 - - - - - - - - - - -� -�_ ---- �-w C14 N r .......... N O � d - - - — r o w � ILL — — — — J3 1%"x 2"DIA.POCKET FOR zLLj o v BOLT.2"WASHER REQUIRED c i N �u J2 J2 III MORTISE AND TENON PLUG HOLE AFTER > rn o �Q Al (SEE DETAIL THIS SHEET) L Q O °' INSTALLATION a•, z rn 6 m C2 ��P a X ............................ . ................. ............................._......�..�� a = � RxBSYP 6x6 SYP TREATED o U ca a — — TREATED Q J1A — — — _ _ SHEATHING(AS NOTED) J26 r J2A 1%"x 2"DIA.POCKET FOR �� E BOLT.2"WASHER REQUIRED (3)2x6 POST IN WALL SCALE: PLUG HOLE AFTER AT EACH BRACKET 4" - V-Q" (U.O.N.) . ...................... . . INSTALLATION a> �I DO NOT SCALE 6x6 SYP TREATED Q u THIS DRAWING IT IF I I 1"OAK DOWELS RELEASE DATE: .n (} MORTISE AND TENON .................:...: .. . ( EE DETAIL TH15 SH EE - - s T} 06 02 14 Al %"x 2"DIA.POCKET FOR REVISIONS: o � a - J� -If- C"i63 B6 65 1%"x 2"DIA.POCKET FOR BOLT.2"WASHER REQUIRED ' 1 06-24-14 J2B 0° J2A J2 J2 BOLT.2"WASHER REQUIRED PLUG HOLE AFTER cc PLUG HOLE AFTER INSTALLATION `° J3 iQ INSTALLATION J1B- AA A -- A —_ —_ J1 N J1 w c _ _ — — - - - >_ I f V-I — I— — 5-7: :::.::c:.: u Aq :.:. 2 DRAWN BY: B BRACKET DETAIL CMF s-7 SCALE: %" = 1'-0" CHECKED BY: ,- ; JKH s SHEET: LOWER ROOF' LAYOUT 1� REVISED DETAIL N S �70 r Lo co Q > 2x6 RAFTERS @ 2 or o C) RS C EDAR a� 2x2(TYP.) AZ sr Q DQ w U 9 m J1A J1A J2A B14 B15 J2A rr^^� W S �7 � VJ III NOTCH TOP END POST AS NEEDED L.L 2)2x8 RS CEDAR h► ` Q O Q -6x6 TREATED POST � Z :: ::. ..... Q x N CD V=J2A J2AJ1A A TRELI -9TION XJ"lA �� -A E 1' 0° LL WJ1A ,� cuL O �o 40- CD III: 2A co � `• III o III z III x6 CYPRESS Z 6 III ,� W W — III ` III M (-� J a III III /3/a"O OAK DOWEL I 10 Oi 2 0 U H Q a v U♦ 1 III 6x6 CYPRESS � uj Z U B11 III B3 B10 69 BS L w : III J2A 1= gA ( )2 HTS24ATT USSJ1AF. .. ......................... . .............. �, .. (2)HTS24 9 - Z AT TRU7,S o O � ASSEMBLED CONNECTION ~� d Lo UJ -I q F9 Ji iB c1 z FE �� Cn W — — — — Lo ............ CYPRESS/1x6 a �° CV li tY sr' L u O ONVENTIONAL FRAME ROOF w/ 10 1 �' z m w 2x6 CEILING JOISTS @ 24' O.C. III III fr AND 2x8 RAFTERS @ 24"O.C. x x 2 4"D ISE 3" 6" DEEP MORTISE b � z III j 3/"O HOLE FOR DOWEL 3"TENON d) z Y III „'y I CL 3"x 6'x 2 Y4"DEEP TENON W O z cl' BRACKET TYP. CYPRESS CAP AT III III ( ) o o DOWEL o N > w III ....... �r ) 4"O HOLE FOR DOWELZ O I - o z CD ? ) 6x6 CYPRESS c„� O 3 1 Z z U) �� U p " 4x6 PT I I Q z TRUSS CONNECTORS ............................................... "*s" y ........ 1 OAK D ��. ..,�M. . .b� LL CD rt _ _ —--�. — _ _ - LTS24 S s+ .. civ O c.� rs. _�.w�-. _ __-�_ _:_ - - _ _ - - INTERMEDIATE RIGHT ��'�"(� �..... .. _-_ - - 45 ..'....... . .__-_.. i TRUSS - - --- Lu LLJ o *: S-7z4m g `�� = MEMBER CYPRESS CAP AT. ice (hi) Q w ALL TRUSSES(ROOF) H2.5T OR H2.5T OR H2 5T OR �..- j W 1 Y BELOW DOWELS _ r ar R � AND RAFTERS SDWC 15600 SDWC 15600 SDWC 15600 C� 4x6 O.C. IIS � � „ � PT @ 16" '° ",�„"":m" .-,� � ~ � III O_ w F NOTE: TOP VIEW OF WITH DOWELS o 1)ALL TRUSS CONNECTORS ARE BASED ON I�_� = III III s' III UPLIFTS COMPUTED BY ENGINEEROF RECORD. 'ami � W �O w UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS UNASSEMBLED CONNECTION � ( J U III ~ III IIILL SHALL BE DISREGARDED. v L �"'u"pr unuururrprr r1W III 2)THE TRUSS LAYOUT AND NUMBERING SYSTEM ; •,�• • .�� ',, SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. Q \` DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR Ll. LU28-Z �r� III•--�� HANGERS(TYP.) APPROVAL BY THE ENGINEER OF RECORD AND THE ; ` O�.� ' 's c� CONTRACTOR w .. _ . I Q N 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED 6X6 TREATED POST I ` OG% CSS C � AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR ; 2x12 TREATED LEDGER '� APPROVAL OF THE ENGINEER OF RECORD. 4 a � ) SIMPSON SDWH W/(3)%:"X 4%"SDS III 4 SEE SHEET SD-4 FOR INSTALLATION DETAILS (10"LONG SCREWS @ 24"O.C. III F9 WHEN USING SDWC 15600 SCREW ) 4x6 PT @ 16"O.C. (EACH INTERSECTING III -' VERTICAL TRUSS END) PLYWOOD D ........ 7 : .. / .......... M �; III III SSTRAP� N 0o N 01) NH Lo VN ........... ........................ J1 1L —�— — ---- -- - " p ``� 00 J3 3/4"BOLT COUNTERSINK INTO POST wi oo CD J2 J2 INSTALL NUT AN WASHER. I � J - N s rn rn o III MORTISE AND TENON Al (SEE DETAIL THIS SHEET) 6x6 MEMBER Q O N P Q Q w m C2 SHEATHING(AS NOTED) ................. .................. .....................................�. — — 6x6 MEMBER Q ................ _ —J1 m Q �� a = - _ _ = o J1A — — — — (3)2x6 POST IN WALL 0 t- - s — — — — AT EACH BRACKET J2B J2A S SCALE: 6x6 MEMBER Y4" _ 1'-�" (U.O.N.) cn c - - i 1"OAK DOWELS DO NOT SCALE THIS DRAWING RELEASE DATE: MORTISE AND TENON ° 34"BOLT COUNTERSINK INTO POST W c INSTALL NUT AN WASHER. 06-02-14 (SEE DETAIL THIS SHEET) REVISIONS: �. S T ' All = =1= =1 I_ — 63 B6 B5 a' It J2B O° J2A J2 J2 tk m J3 J1Bcli OF A... Nk V-I J1A A J1 DRAWN BY: 9 B BRACKET DETAIL CMF . ......................................................................... . �L SCALE: /" = 1'-0" CHECKED BY: �' JKH w 1' SHEET: LOWER ROOF LAYOUT CDN Q J C4 Lu Lo m Q O Z) > d z D C) m 0 E U O L Q� Vw 2 U W � >_ 0 0 a U z ° > — a LL w cn cu -2ryO CD co w T z w z U w _ (, J o a. wV I � � J LL. 0 �I L L �. c co o z Oz ti o MQo Z E. Z Lu Q0 J5 Q � III JS 16A : a � O III T.. _ Lu IIC 111 z m III limmomi 75 J7A III U L z Ilk IIII — III �i z - - --- ill 0 oz HTS24 AT HTS24 AT — U F— X"N J IIII TRUSS G2 TRUSS... kIi D Q > w � o o � III III TRUSS CONNECTORS 0 z Z III III TRUSS ID LEFT INTERMEDIATE RIGHT0 LO ~ Z III G1 HTS24 HTS24 0) ~� G� LIJ Z III L .. 0 co III III ALL OTHER TRUSSES H2.5T OR H2.5T OR H2.5T OR AND RAFTERS SDWC 15600 SDWC 15600 SDWC 15600 III Z W III III )ALEL TRUSS CONNECTORS ARE BASED ON h W U Z UPLIFTS COMPUTED BY ENGINEEROF RECORD. V— CONVENTIONAL FRAME ROOF W/ III III Ilill UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS 2x8 RAFTERS @ 24"O.C. = —CONVENTIONAL FRAME ROOF w/ SHALL BE DISREGARDED. w SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER 2x8 RAFTERS @ 24"O.C. 2)THE TRUSS LAYOUT AND NUMBERING SYSTEM Ilk III III _ d� III O III DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR Q"""'••. �'''� ., III APPROVAL BY THE ENGINEER OF RECORD AND THE Q[ III CONTRACTOR I Ill 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED W; . ... .. . AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR III Ill APPROVAL OF THE ENGINEER OF RECORD. k�l 4) SEE SHEET SD-4 FOR INSTALLATION DETAILS III WHEN USING SDWC 15600 SCREW III � �r " 'Q III HTS24 AT „„„................HTS24AT . TRUSS C'2 TRUSS � +uunnuuuu, W u IIII , T ........... III J11 _ G1 .. . .... III ` i Ilk IIII .. ... PA IIC ' III III III J6A JS J6A _ ., oIt N III M _._....._.... _._._ �, J5 ® I d 0 UJ Y o Z o 0 co Q0 Ln co J N ) 2 Q U x C U) o H o s Y W U � 0- LL ® ® ® — LL m o F o E o SCALE: :N 4” = 1'-0” (U.O.N.) L DO NOT SCALE r THIS DRAWING RELEASE DATE: ® 06-02-14 REVISIONS. ----- z L w z bl ® __ DRAWN BY: CMF L CHECKED BY: LL,' J KH cm SHEET: UPPER ROOF LAYOUT O — N BRICK VENEER WITH 1"AIRSPACE J Lo � Q AND WALL TIES (3 z z 2x-STUDS @ 16"O.G.(U.O.N.) 0_, o r mcl � U � BRICK VEN EER WITH 1"AIR SPACE m CONT.FLASHING;PROVIDE WEEP AND WALL TIES s HOLES @ 33"O.C. w r , GROUT AIR SPACE BELOW FLASHING w v 2x-STUDS @ 16"O.C.(U.O.N.) F rl 2x—TREATED SILL PLATE .n {SEE TYPICAL WALL SECTION CONT. FLASHING;PROVIDE WEEP I i i I CONCRETE SLAB = z HOLES @ 33"O.C. FOR ANCHORAGE) � o GROUT AIR SPACE BELOW FLASHING Lu 4"CONCRETE SLAB WITH 6x6 -1 r W1.4x1.4 WWF OR FIBERMESH 2x-TREATED SILL PLATE rtZ N (SEE TYPICAL WALL SECTION LL FOR ANCHORAGE) O z \\/\\/\\/\\/\\/\\/\\/\\' I BEARING POST(AS NOTED) Q \ \ \ \ \ \ \ \\/\\ \\/\\. 4' CONCRETE SLAB WITH 6x6 \ //�//�//�//�//�//\/ \ \VAPOR BARRIER OVER TREATED GRADE \ \ \ \ \ \ \ W1.4x1.4 WWF OR FIBERMESH \//\ \//\//\//\// I I 4"CONCRETE SLAB WITH 6x6 4"CONCRETE SLAB WITH (D \ \/\/AND COMPACTED FILL GRA E \\/\\ \\ \/\\/\\/\\� GRADE \\ \\ /fir p- -=-- \//\/j\ \ \//�/ (� W1.4x1.4 WWF OR FIBERMESH 6x6 W1.4x1.4 WWF OR v \/ \ 1 #5 CONT. \ /\/\ \ \/� 4"CONCRETE SLAB WITH 6x6 { ) / /\\j/\/ (1)#5 CONT. FIBERMESH � Z H.E. /\//\\/\ r8 CMU STEMWALL WITH(1)#4 @ 48"O.C. H - \ \\/\\/\\ \ \\/\\ „ _ —� - W1.4x1.4 WWF OR FIBERMESHCL Q / \//j//j, AND IN EACH CORNER. Q z ADD 8'x 16"CMU TO INSIDE OF GRADE °°° ° o CD o \j FILL CELL SOLID AT EACH#4 REBAR. f /\\/ VAPOR BARRIER OVER TREATED < o \// ///\//\// STEMWALL AT POST LOCATION O°i \\' ° °• s°\ \\ \/�`/ ��,_ ___ Q /\\ ° $tr o ,\ \\/\\ ° °, /\\/\\ + r �y/\//\ VAPOR BARRIER OVER o �\ ` 01-T: HOOK REBAR 12"INTO SLAB AND 6 INTO �l //j/r//.AND COMPACTED FILL. /\ /��\/ WITH (1)#4 VERTICAL IN EACH �\ \ \\ \\ \\ \ \\�\\/' TREATED AND COMPACTED FILL ',\�� s j�/// \\\ \ °a ° ° \\\- VAPOR BARRIER OVER \\ \\ \\ \\ FOOTING. VAPOR BARRIER OVER \,�\ \ \ \ \ \ ,\\, TREATED AND COMPACTED s, \\j�\\/\��\/ \�///\ \\�//��/j�/j�/j//\\ ` r, r� TREATED AND COMPACTED FILL FILL 5 6" / (AS NOTED) REINFORCEMENT(AS NOTED) AS NOTED REINFORCEMENT Q 1'-8" ONE STORY-(2)#5 CONT. V-5" ONE STORY-(3)#5 CONT. AS NOTED REINFORCEMENT(AS NOTED) 8" (1)#5 CONT. ( ) (A5 NOTED} o J TWO STORY-(3)45 CONT. 1'-9" TWO STORY-(3)#5 CONT. V Z —� tWl) A SECTION - STEMWALL WITH BRICK SECTION - MONOLITHIC WITH BRICK rE SECTION - PAD FOOTING AT PORCH STEMWALL SECTION - PAD FOOTING AT PORCH THICKENED EDGE K SECTION - THICKENED EDGE P SECTION - INTERIOR BEARING PAD FOOTING o Q D-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT L _2SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SSD-1 SD-1 :5 ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. a I ' ' _ z LLI 2x-STUDS @ 16"O.C.(U.O.N.) Z Z 2x-TREATED SILL PLATE PA51 STRAP NAILED TO GARAGE 2x_STUDS @ 16"O.C.(U.O.N.) M J Q - 3"MAXIMUM OVERHANG(OPTIONAL) � (SEE TYPICAL WALL SECTION DOOR POST.BEND STRAP INTO STHD14 STRAP NAILED TO a FOR ANCHORAGE) " FOOTING AS SHOWN. _ T Q co 4"CONCRETE SLAB WITH 6x6 2x-STUDS @ 16 O.C.(U.O.N.) z GARAGE DOOR POST. Q, Q 4"CONCRETE SLAB WITH 6x6 o aW1.4x1.4 WWF OR FIBERMESH �- W1.4x1.4 WWF OR FIBERMESH 2x-TREATED SILL PLATE o0 w z EMBED STRAP INTO FOOTING — N (SEE TYPICAL WALL SECTION -0 Q THICKENED EDGE AT GARAGE DOOR w AS SHOWN. 9 4"CONCRETE SLAB WITH 6x6 1- U V W1.4x1.4 WWF OR FIBERMESH `� W w O Y u- ---THICKENED EDGE AT GARAGE \ \ \ I_ 1••` FOR ANCHORAGE) ^"-' 2-- o \ VAPOR BARRIER OVER TREATED -' #4 WITH 6"HOOK INTO FOOTINGQ DOOR //\ \//\ CURB HEIGHT VARIES U VAPOR BARRIER OVER TREATED 4"CONCRETE SLAB WITH 6x6 � w \\j\ \\j\\jAND COMPACTED FILL �- ND COMPACTED FILL CO GRADE W1.4x1.4 WWF OR FIBERMESH z - - - _ - AND BENT 1E MINIMUM INTO Q MONOLITHIC FOOTING \//\\\//\(1 #5 CONT. • / r - - - - - THICKENED EDGE. --�u, / iO GRADE \\ \\ \ \\r _ _ G RAD E _—_ (1)#5CONT. .tea-- - ° [GRADE \/\/ \/ ° i\�ocu //\//\//\ 8"CMU STEMWALL WITH(1)#4 @ 48-O.C. //\� � w am \�8"CMU STEMWALL WITH(1)#4 @ 48-O.C. AND IN EACH CORNER. /\//\// a ° ^° / - AND IN EACH CORNER. / VAPOR BARRIER OVER TREATED o O o z /\/\/ /\, FILL CELL SOLID AT EACH#4 REBAR. 'i,\//\\// ��/ VAPOR BARRIER OVER TREATED ° o \\/ \\//\\// FILL CELL SOLID AT EACH#4 REBAR. AND COMPACTED FILL \/\/ • �° \ 1 _._ _ -°_ ° °° / / Q �/ _� /j��// HOOK REBAR 16"INTO PORCH SLAB o HOOK REBAR 12"INTO SLAB AND 6"INTO \ \ \ �.� �� /<GRADE - - /% % %' \ °° \ \ 6" 1 #4 CONT. //\'// //\//\AND COMPACTED FILL \ �. �, '- • o \\/\\�` // AND 6"INTO FOOTING. { ) a� FOOTING. -1 /\ \ \ \/\\/\� // , a° /\ \// E 4%00 Lo ONE STORY- 2 45 CONT. 1'-0" ONE STORY- 2 45 CONT. j\\ \\ O O CONT.CONCRETE FOOTING �^ /'/' 1'-8' (2)#5 CONT. 0 w TWO STORY-(3)#5 CONT. V-4" TWO STORY-(2)45 CONT. 6" lid'�\'�\/��///\/ //��///j\/` t,ALTERNATE:INSTALL MSTAM36 STRAPS IN LIEU OF EITHER PA 51 STRAP OR STHD14 STRAP(SEE DETAIL R ON SHEET SD 1)t` �, Lu O B SECTION STEMWALL SECTION - MONOLITHIC F DETAIL - PA51 INSTALLATION STEMWALL DETAIL - STHD14 INSTALLATION MONOLITHIC L SECTION - PORCH STEMWALL Q SECTION - NON-BEARING STEPDOWN - ~ z SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 Z SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT _ � Y ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. Q- W 0 z w `= j w F SHOWER AREA F - ; SHOWER AREA N O -`---' - `- _ LU MONOLITHIC FOOTING a z z M - BRICK VENEER WITH 1"AIR SPACE r U) �� (D AND WALL TIES — 8"CMU STEMWALL LL 2STUDS @ 16"O.C.(U.O.N.) FORM EDGE I O x o L CONT.FLASHING;PROVIDE WEEP PLAN VIEW PLAN VIEW Q c_n w HOLES @ 33"O.C. GROUT AIRSPACE BELOW FLASHING BRICK VENEER WITH 1"AIRSPACE 2x-TREATED SILL PLATE AND WALL TIES (SEE TYPICAL WALL SECTION a, 2x-STUDS @ 16"O.C.(U.O.N.) � `1 ','''' FOR ANCHORAGE) 2x-STUDS @ 16 O.C.(U.O.N.) 2x-TREATED SILL PLATE �; ! G � ,, uuuuunuuu,,,1 1111 CONT.FLASHING;PROVIDE WEEP (SEE TYPICAL WALL SECTION ai Ci (1)#5 CONT. HOLES @ 33"O.C. FOR ANCHORAGE) 2x-STUDS @ 16"O.C.(U.O.N.) (2)MSTAM36-Z STRAPS .••+.+.••••••'�� U'. i9 JOINT FFILL ILLER ELASTOMERIC - Q N o lt-_j -GROUT AIR SPACE BELOW FLASHING 6"MIN. {1)#4 CONT. 2x TREATED SILL PLATE a =NAIL EACH STRAP TO CRIPPLE STUD , , _ CO O � x 2x-TREATED SILL PLATE SEE TYPICAL WALL SECTION 4"CONCRETE SLAB WITH 6x6 J �, - —1 ❑ Q HEIGHT OF CURB VARIES 4"CONCRETE SLAB WITH 6x6 (SEE TYPICAL WALL SECTION P W1.4x1.4 WWF OR FIBERMESH d; 6"PAIN. ❑ 4"CONCRETE SLAB WITH 6x6 FOR ANCHORAGE) W1.4x1.4 WWF OR FIBERMESH z WITH(13)10d COM NAILS FOR ANCHORAGE) o W1.4x1.4 WWF OR FIBERMESH `V ) o a � ___° 2 o FASTEN STRAP TO FOUNDATION 1 #4 CONT. 000 0 •' . HEIGHT OF CURB VARIES(8"MAX.) • z w WALL WITH(8)/a x 2/a CONCRETE SCREWS ,r; }•,• o yc',tD 6 MIN. HEIGHT OF CURB VARIES(8"MAX.) \\\\\\\ \� o i " 3 „ } ,••• /.•' �C�' j _ / // VAPOR BARRIER OVER TREATED r ¢ INTO MASONRY OR(8)Y4'x 1 Y4 CONCRETE a� �,� ,i"..,•• � ❑ \\�\\�\\/ < co GRADE 4"CONCRETE SLAB WITH 6x6 GRADE--\ COMPACTED FILL m`" SCREWS INTO CONCRETE. CONCRETE ( / VAPOR BARRIER OVER TREATED j / / 4 CONCRETE SLAB WITH 6x6 // // / , GRADE \\ \\�\\\\\ W1.4x1.4 WWF OR FIBERMESH \\\/\\\/\\\\\\VAPOR BARRIER OVER TREATED W1.4x1.4 WWF OR FIBERMESH \\\\\\\/\� SCREWS SHALL BE POWERS"TAPPER"WITH �uunuuunut�"moi ' // /AND COMPACTED FILL �' / (1)#5 CONT. z u- \\ \\\\/\\' =- \//\\//\\ \ GRAD E /j \ \/\ -- \ \/\/\%AND COMPACTED FILL \ \ \ \ PERMA-SEAL FINISH OR EQUAL. w \r8"CMU STEMWALL WITH(1)#4@48'O.C. \/ ,/ 4 ° a DE� //\\//\\� I - - \/8"CMU STEMWALL WITH(1)#4 @ 48"O.C. \ \\ \\ // // /• H. . \/\ \/\/ / ° \\/\\/\\/\\i STRAP SHALL BE COVERED WITH SIDING OR AND IN EACH CORNER. o z \ /\ ///\ \//\ _ ��\//\// // /< // // // // SAND IN EACH CORNER. a� F I LL CELL SOLID AT EACH#4 REBAR. - - //// ' //� _ \\/\\ \\ o z / j\\j r,/\\ \ \ \\\\\\\\ <n z \ \\ o' <• °•° \\ VAPOR BARRIER OVER o \/ \//\ 8"CMU STEMWALL WITH (1)#4 @ 48"O.C. //\//\// // // / // // FILL CELL SOLID AT EACH#4 REBAR. STUCCO a, HOOK REBAR 12"INTO UPPER COURSE OF T 'r%� ///\% TREATED AND COMPACTED FILL - \/ \/\\/` \/\\ ..° . a s r r, o o \\ \\/\\/ BLOCKS AND 6"INTO FOOTING. \\/ • / AND W EACH CORNER. r j //\ BARRIER OVER TREATED r \\/ \�/ // HOOK REBAR 16"INTO PARCH SLAB AND FILL CELL SOLID AT EACH#4 REBAR. AND COMPACTED FILL \ \ \ \ \��/ / / THIS DETAIL MAYBE SUBSTITUTED FOR o HOOK REBAR 12"INTO SLAB AND 6"INTO\ cv /\�/\\ \/�� EITHER THE PA51 STRAP(STEMWALL)OR O r� FOOTING. \r ,°n V-5" ONE STORY-(3)#5 CONT. 6 1'-0" ONE STORY (2)#5 CONT. 6" THE STHD14 STRAP{MONOLITHIC). o 1'-8" ON E STORY- 2 #5 CONT. ~1'-9" TWO STORY-(3)45 CONT. 1'-8" ONE STORY- 2 #5 CONT. 1'4" TWQ STORY- 2 #5 CONT. \��//j\//\\//\ FASTEN STRAP AS NOTED ABOVE TO " M { ) _ { ) O V-8" (2)#5 CONT. V-8" TWO STORY-(3)45 CONT. 11TWO STORY-{3)#5 CONT. L \�\\� EITHER FOUNDATION TYPE. o z u- � -8" o 0 � t= u.i co G SECTION - STEMWALL AT GARAGE WITH BRICK SECTION - MONOLITHIC AT GARAGE WITH BRICK SECTION - STEMWALL AT EXTERIOR WALL SHOWER SECTION - MONOLITHIC AT EXTERIOR WALL SHOWER M SECTION - PORCH STEMWALL WITH BRICK R DETAIL - ALTERNATE FOR PA51 STRA .4R . N: SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 STHD14 STRAP ' I Q 2f 2�1 O Q m ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGIN EER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. c U a- c Q J4 E o SCALE: 2x-STUDS @ 16"O.C.(U.O.N.) N.T.S. - (U.O.N.) 2x TREATED SILL PLATE j comma= (SEE TYPICAL WALL SECTION DO NOT SCALE �, i FOR ANCHORAGE) THIS DRAWING (1)#5 CONT. NOTE: RELEASE DATE: FILL JOINT WITH ELASTOMERIC SAW-CUT CONTRACTION JOINTS(i.e.CONTROL JOINTS) L JOINT FILLER 2x-STUDS @ 16"O.C.(U.O.N.) AS SOON AS THE CONCRETE HAS HARDENED ENOUGH 06-02-14 " x 2x-STUDS @ 16"O.C.(U.O.N.) 2x-STUDS @ 16"O.C.(U.O.N.) NOT TO BE DAMAGED DURING THE CUTTING PROCESS. REVISIONS: 4 CONCRETE SLAB WITH 6x6 Q 2x_TREATED SILL PLATE - W1.4x1.4 WWF OR FIBERMESH 2x-TREATED SILL PLATE 2x-TREATED SILL PLATE (SEE TYPICAL WALL SECTION (TYPICALLY 1 -4 HOURS IN WARM WEATHER) ® i N (SEE TYPICAL WALL SECTION SEE TYPICAL WALL SECTION { FOR ANCHORAGE) FOR ANCHORAGE) FOR ANCHORAGE) 6"MIN. CURB HEIGHT VARIES HEIGHT OF CURB VARIES(8"MAX.) 4"CONCRETE SLAB WITH 6x6 /VAPOR BARRIER OVER TREATED � 4'CONCRETE SLAB WITH 6x6 FILL CUT WITH 1"DEEP x%"WIDE SAW w GRADE /\\ \\\\j\\SAND COMPACTED FILL GRADE 4' CONCRETE SLAB WITH 6x6 W1.4x1.4 WWF OR FIBERMESH W1.4x1.4 WWF OR FIBERMESH ELASTOMERIC CUT AT DENOTED W W1.4x1.4 WWF OR FIBERMESH — 11 � 8"CMU STEMWALL FILLER LOCATIONS. AND IN EACH CORNER. (1)#4@48"O.C. � —a w ° -.=a - 0 FILL CELL SOLID AT EACH#4 REBAR. o z_ /\\�\// / �� \//\\j/\� j/j/\/. \\ /\ ° ° o HOOK REBAR 12"INTO UPPER COURSE %\�//\�// .•.° .,.a s/�\//' \\\i\e ° /\ .y \\\\\\ <j\\\\` — DRAWN BY: OF BLOCKS AND 6"INTO FOOTING. VAPOR BARRIER OVER TREATED \ \\ �' CMF AND COMPACTED FILL `\r, \/\\/\\ \ ` \\\\\ \\ \\i�\ Q VAPOR BARRIER OVER // /' VAPOR BARRIER OVER TREATED L TREATED AND COMPACTED FILL AND COMPACTED FILL / / /\ .� CHECKED BY. V-0" ONE STORY-(2)#5 CONT. 1'-4" ONE STORY-(2)#5 CONT. 1'-4" ONE STORY-(2)45 CONT. CONCRETE SLAB JKH 11-8.1 ONE STORY-(2)#5 CONT. 1'4- TWO STORY-(2)#5 CONT. 1'-8" TWO STORY-(3)45 CONT. V-8" TWO STORY-(3)#5 CONT. a> SHEET: V-8" TWO STORY-(3)#5 CONT. c cn D SECTION - STEMWALL AT GARAGE SECTION - MONOLITHIC AT GARAGE H ECTION - INTERIOR BEARING J SECTION - BEARING STEPDOWN N SECTION - TYPICAL SAW-CUT CONTROL JOINT SD-1 SD-1 N SD� l SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 @ VERSION:10-09 ENGINEER FOR ADDITIONAL REQUIREMENTS. I J CLO LO m Q (TYPICAL DOUBLE PLATE SPLICE) a z 48"MINIMUM SPLICE LENGTH a o 00 TYPICAL HEADER TO KING STUD CONNECTION _ TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT a: � o MINIMUM NAILING OF (16)0.131"x 3"NAILS IN THIS ZONE. (SEE DETAIL"E"ON SD-2) _ (2)2x_SYP#2 DOUBLE PLATE(U.O.N.)NAIL HEADER NAILING REQUIREMENTS NAIL EACH PLY OF KING AND JACK STUDS TOGETHER PLATES WITH 0.131"x 3"NAILS @ 8"o.c. W JOINT IN LOWER PLATE JOINT IN UPPER PLATE WITH 0.131"x 3%"NAILS @ 6"O.C.STAGGERED ( STAGGERED 2x6 3 NAILS PER PLY a' (TYPICAL) DOUBLE PLATE O THREADED ROD ASSEMBLY WITHIN THREADED ROD ASSEMBLY CENTERED I I I TYPICAL STUD TO DOUBLE PLATE JACKS AND KING STUDS � (N 2x8 (4)NAILS PER PLY = N 6"OF SPLICE IN LOWER PLATE ON SPLICE IN PLATE OR THREADED ROD JACK STUD AND KING CONNECTION (AS NOTED) _ 8"MAX. 6"MAX, ALTERNATE:IF ROD IS GREATER ASSEMBLY WITHIN 12"ON EACH SIDE OF STUD REQUIREMENTS (SEE DETAIL"G"ON SD-2) HEADER o O r f� W THAN 6"FROM SPLICE-ADD JOINT. �I 6"MAX. (SEE ALL LAYOUT) HEADER(AS NOTED) 2x10 (5)NAILS PER PLY v, SSP AT SPLICE. I ( I MSTA36 STRAP CENTERED ON CHANGE IN (TYPICAL) NAILS AS NOTED 2x_BLOCKING TYPICAL IN TABLE 2x12 (6)NAILS PER PLY cn PLATE HEIGHT �' r O (3)0.131"x 3%"TOENAILS AT EACH Q> �� Q END(TYPICAL) JACK STUD 91/2"LVL (5)NAILS PER PLY CL /'� NAIL EACH SILL PLY TO KING STUD KING STUDS °��' `�� a WITH(3)0.131"x 311/x"NAILS-TOENAIL 11 %"LVL (6)NAILS PER PLY 3 J U 2x4 BLOCKING BETWEEN STUDS TOENAIL OR ENDNAIL(TYPICAL) � Z ' 14"LVL (7)NAILS PER PLY Q �/ II OR ENDNAIL EACH END TO ADJACENT BEVEL BLOCKING AS REQUIRED FOR NOTE: CL NAIL EACH PLATE TO JACK STUD x \ 1 NAILS MAY BE TOENAILED OR BACK °' LL II WITH (3)0.131"x 311/x"NAILS-TOENAIL / STUD WITH (3)0.131"x 3/a"NAILS MINIMUM 1/2"NAIL PENETRATION 16"LVL (8)NAILS PER PLY Q OR ENDNAIL(TYPICAL) I INTO MAIN FRAMING MEMBERS. NAILED THROUGH KING STUD. (TYPICAL) � Z I I (2)2x_SILLQ` 2x_SPF#2 STUDS @ 16"O.C.(U.O.N.) SHEATHING MAY CANTILEVER UP TO 0 U (SEE WALL LAYOUT) 2"MAXIMUM PAST SUPPORTS.ALL o WINDOW ATTACHMENTS MUST BE W ANCHORED INTO 2x MEMBERS. J DOUBLE SILL REQUIRED WHERE OPENING I a WIDTH EXCEEDS 61"(U.O.N.) I THREADED ROD ASSEMBLY AT NOTED SPACING D DETAIL - TYPICAL ARCH TOP OPENING E DETAIL - TYPICAL HEADER TO KING STUD CONNECTIONcl) o I. (SEE DETAIL ON THREADED ROD LAYOUT) SD 2 SD-2 co Z W ti 2x_TREATED SYP SILL PLATE 7 JOINT IN SILL PLATE I L a, W Z II II II II II II II II I; I; II II II II l; II STUD TO PLATE NAILING V II II .I I. II I I I. II I Lu a 12"MAX. SIMPSON 8"x 6"TITEN HD STUD SIZE ENDNAIL TOENAIL w 4"MIN.; NAILING AT STUD V♦ L.L v TO DOUBLE PLATE NOTE: TYPICAL STUD TO SILL PLATE w: z�/ -� SILL PLATES ON EXTERIOR WALLS CONNECTION 2x4 (2) (3) 0 J L.1_ O STUD THREADED ROD ASSEMBLY SHALL BE ANCHORED BY THREADED (SEE DETAIL"G"ON SD-2) - F- U (BEYOND) RODS SUPPLEMENTED BY ADDITIONAL AN ;HOR 2x6 (3) (4) BUILT-UP CORNER POST BOLTS AS REQUIRED TO MAINTAIN MAXIMUM 48"O.C. 4 NAILING AT STUD 2x8 (4) (5) SPACING m BUILT-UP POST(WHEN NOTED ON WALL LAYOUT) TO SILL PLATE w SIMPSON 3/s"x 6 3/a"TITEN HD ROD COUPLER 2x10 (5) (6) E NAIL EACH PLY WITH 0.131"x 3/a L z0DNAILS @ 6"O.C.STAGGERED o p *ALL NAILS NOTED ARE 0.131"x31%" L ~� cn o o a Ln G DETAIL - TYPICAL WALL FRAMING CONDITIONS F G DETAIL - TYPICAL WALL STUD CONNECTION c - z E� ^ao w SD-2 SD-2 SD-2 I_- N �- vco O LL W � SILL PLATE(BELOW) 2x_No.2 SPF OR SYP 42 SUBFASCIA WITH(2)0.131"x 3 Y"ENDNAILS AT TRUSS �, m ILL.ROOF COVERING(BY OTHERS) 2 i"mmi ZDZD 2x_CORNER FRAMING FULL HEIGHT STUDS(TYPICAL) ROOF TRUSSES o Z TRUSS(BY OTHERS) CORNICE DETAIL ) �_ OZ (2)ROWS OF 0.131"x 3 a" (BY 0TH ERS) J Q QZ H2.5A AT EACH LOOKOUT NAILS @ 12-O.C. CONNECTOR WHERE REQUIRED w Q i H2.5A AT EACH LOOKOUT (SEE TRUSS CONNECTION SCHEDULE) J 2x4 LOOKOUTS @ 48"O.C.FOR 2x4 LOOKOUTS @ 48-O.C. — STAGGERED(TYPICAL) w E E>- W OVERHANG FOR OVERHANG \ I� Z O 0 ROOF SHEATHING(AS NOTED) ROOF SHEATHING — / �— U) z GYPSUM BOARD {AS NOTED) / "' �4 � (D C) / 2x4 SYP BLOCKING BETWEEN / 2x6 OR 2x8 FRAMED WALL (2)2x_SYP#2 DOUBLE PLATE %s"OR 15/z"RATED SHEATHING, EXPOSURE I-SHINGLE ROOF Q z Z LOOKOUTS 2x4 SYP BLOCKING SILL PLATE(BELOW) 1s LL (U.O.N.) /z"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF C� BETWEEN LOOKOUTS \ / 1s0 O Q 2x4 CORNER FRAMING FULL /z"RATED SHEATHING,EXPOSURE I-METAL ROOF WALL STUDS 16"O.C.-U.O.N. SEE WALL LAYOUT � — � a W � � BALLOON FRAMED HEIGHT STUDS @ { ) FASTEN WITH 0.113"x 2%"RING SHANK �. Z H 0 BALLOON FRAMED STUDS AS NOTED) STUDS(AS NOTED) GYPSUM BOARD NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. � Q � w --- ( MINIMUM OF(3)2x4 BLOCKS 12"LONG E U I DOUBLE PLATE i GYPSUM BOARD w z SINGLE PLATE NAIL TO TRUSS �� NAILED WITH(4)0.131"x 3/a"NAILS TO a) W R AT EACH TRUSS _0 BOTTOM CHORD WITH 0.131"x 3/a" EXTERINTERIOR ORS SHEATHING AAULT LTERNATE:INSTACH ADJACENT STUD L SOLID STUD IN NOTED SPACING(SEE DETAIL ON (SEE TRUSJ� THREADED ROD ASSEMBLY AT OS CONNECTION SCHEDULE) NAILS @ 6"O.C. 1 i SHALL BE NAILED TO THIS SPACE THREADED ROD LAYOUT) 2 2x_SYP#2 DOUBLE PLATE(U.O.N.) EXTERIOR SHEATHING SHALL BE UPPER PLY OF DOUBLE - { ) Ci .••" r1 N ' NAILED TO BOTTOM CHORD OF TRUSS 2x4 CORNER FRAMING FULL 2x_TREATED SYP SILL PLATE m ¢ •Q.�/ PLATE @ 6"O.C. HEIGHT STUD 0 '•• @ 6"O.C.WITH 0.131"x211/2" WITH 0.131"x211/z"NAILS. GYPSUM BOARD 40C r u- W NAILS. _ _ _ _ _ _ (U.O.N.ON WALL LAYOUT) 2x4 FRAMED WALL (2)ROWS OF 0.131 x3/a' _ — — — {U.O.N.ON WALL LAYOUT} NAILS @ 12'O.C. °;I °° ;/ `- e - r 7 " , O /s RATED SHEATHING,EXPOSURE I. LL FASTEN WITH 0.131"x211/z"NAILS @ 6"O.C.ONcu e � ��., EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS.(U.O.N.) - H DETAIL - BALLOON FRAMED GABLE END LOW CEILING VAULT J DETAIL - BALLOON FR MED GABLE END HIGH CEILING VAULT K SECTION - TYPICAL FRAMING AT 90° CORNERS L SECTION - TYPICAL INTERIOR BEARING WALL (BLOCK ALL EDGES) '••...;— < .'`. ca SD-2 1 SD-2 SD-2 2x_SPF#2 STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) (' INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN Y2 OF EXTERIOR ROOF PITCH SD-2 INTERIOR CEILING PITC i EXCEEDS Y OF EXTERIOR ROOF PITCH NUT WITH 2"WASHER AT SOLE PLATE 0 u- 2x_No'2 SPF OR SYP#2 SUBFASCIA WITH(2)0.131"x 3 X"ENDNAILS AT TRUSS L w ROOF COVERING(BY OTHERS) 2x_SPF 42 SOLE PLATE(U.O.N.)NAIL TO RIM NOTE: ROOF TRUSSES BOARD WITH 0.131"x311/a"NAILS @ 6"O.C. cn ALL MEMBERS SHALL BE#2 SYP. 1 CORNICE DETAIL 2332"RATED STURD-I-FLOOR(T&G)SHEATHING NUT&3"x 3"x a' WASHER NAIL BRACE TO BLOCKING WITH(5)0.131"x3 X" 3 0.131"x3%"TOENAILS AT EACH LOOKOUT BY OTHERS 1 " SEE THREADED ROD ASSEMBLY DETAILS, NAILS ( ) ( } GLUED AND NAILED. FASTEN WITH 0.131"x2/z RING • ( ) TO TOP CHORD OF TRUSS. SHANK @ 6"O.C.ON EDGES AND 12"O.C.IN THE � N 2x6 BLOCKING BETWEEN TRUSSES WITH `"`� `�� 12"LONG 2x_SCAB(MATCH BOTTOM 2x4 BLOCKING REQUIRED BETWEEN FIELD. >., � LO 1 (3)0.131"x 311/x"NAILS EACH END LOOKOUTS AOIST LOOR JOIST(I-JOIST SHOWN,SAWN a 04 N r CHORD)WITH/2"SPACERS-NAIL w/(3)0.131"x ROOF SHEATHING(AS NOTED) SIMILAR-SEE SECTION"Z"ON r � cn N co 3"NAILS f- 2x_BARGE RAFTER / SD-3 FOR OPEN WEB TRUSS) y L z LL_ cfl BOTTOM CHORD OF GABLE END TRUSS / f 800 0 1- ui FASCIA BY OTHERS ( V1s"OR 132"RATED SHEATHING, EXPOSURE I-SHINGLE ROOF GYPSUM BOARD r' <n rn o THREADED ROD ASSEMBLY �\ I ( ) \ 1s ); z rn 32"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF RIM BOARD r Q O w SECTION A-A I I �. I I @0 ILL 2x4 LOOKOUTS 48"O.C. RATED SHEATHING, EXPOSURE I-METAL ROOF ,f cn 'o cu i \ I I FASTEN WITH 0.113"x2%"RING SHANK NAIL JOIST TO PLATE WITH(2)0.131"x 31/a"TOENAILS r U NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. �.� � - Q \�� I I I I H3 CLIP OR EQUAL AT EACH A GYPSUM BOARD (2)2x_SYP#2 DOUBLE PLATE(U.O.N.) ;` °O �� I I LOOKOUT o � o I 10 r H2.5A AT EACH LOOKOUT I � I I CONNECTOR AT EACH TRUSS TOENAIL RIM BOARD TO PLATE WITH 2x4 LOOKOUTS @ 48"O.C.FOR I I i �� i I GABLE END TRUSS{DROP GABLE} {SEE TRUSS CONNECTION SCHEDULE} 0.131"x 3%"NAILS @ 8"O.C. ui SCALE: OVERHANG I I I I \ I I (2)2x_SYP#2 DOUBLE PLATE(U.O.N.) THREADED COUPLING AS REQUIRED N.T.S. - (U.O.N.) ROOF SHEATHING(AS NOTED) �\ 2x6 BRACE SPACED @ 48"O.C.UNLESS GYPSUM BOARD DO NOT SCALE OTHERWISE NOTED ON ROOF LAYOUT. GYPSUM BOARD TOP CHORD OF GABLE END TRUSS I I I ( I I � � ( 2x_SPF#2 STUDS @ 16'O.C.-U.O.N.(SEE WALL LAYOUTHIS DRAWING 2x � \� ( 2x_SPF#2 STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) 7 RELEASE DATE: I VERTICAL WEB OF GABLE END I I I I I ADD 2x4 T-BRACE NAILED @ 6"O.C.WITH /s' RATED SHEATHING,EXPOSURE I. a, RATED SHEATHING,EXPOSURE I. 1 a, TRUSS I I I I I I �� \ 0.131"x 21/z"NAILS IF BRACE LENGTH 1 FASTEN WITH 0.131"x 2/z"NAILS @ 6"O.C.ON � 06-02-14 1 I �\\ EXCEEDS 9'-0". FASTEN WITH 0.131"x2/"NAILS @ 6"O.C.ON EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS.(U.O.N.) NUT&3"x3 x/a"WASHER I I I I I I �Q \\� EDGES AND 12'O.C.ON INTERMEDIATE SUPPORTS.(U.O.N.) (BLOCK ALL EDGES) REVISIONS: (BLOCK ALL EDGES) ; A 12"LONG SCAB(MATCH BOTTOM I I I I THREADED ROD ASSEMBLY AT NOTEDDED SPACIING(SEE DETAROD ASSEMLYL ON ai CHORD)WITH Y2"SPACERS I I I I I I I �\ \ NOTED SPACING(SEE DETAIL ON NOTE: THREADED ROD LAYOUT) a, ---BOTTOM CHORD OF GABLE END / \ NOTE: THREADED ROD LAYOUT} w I SILL PLATES ON EXTERIOR WALLS TRUSS / SHALL BE ANCHORED BY THREADED �' — SILL PLATES ON EXTERIOR WALLS '' i 2 2x_DOUBLE PLATE SHALL BE ANCHORED BY THREADED RODS SUPPLEMENTED BY ADDITIONAL A { ) RODS SUPPLEMENTED BY ADDITIONAL ANCHOR BOLTS AS REQUIRED TO = THREADED ROD ASSEMBLY �� \\ '' ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM 48"O.C.SPACING GABLE ATTACHMENT PER DETAIL"M" MAINTAIN MAXIMUM 48"O.C.SPACING 2x_TREATED SYP#2 SILL PLATE WITH DRAWN BY: GBC CLIP-(2)REQUIRED AT EACH BRACE ON SHEET SD-2. s � CMF Y2 THREADED ROD ASSEMBLY FOR STUCCO SIMPSON 8'x 6"TITEN HD(OR TITEN HD ROD COUPLER) FOR WALL O WITH 1"CUT WASHER 48"ORCTITEN HD ROD COUPLER 2x TREATED SYP#2 SILL PLATE WITH { } 2x—STUDS I TOENAIL BOTTOM CHORD OF TRUSS TO 1 INSET WALL 1/z" 3 FOR STUCCO @ DOUBLE PLATE WITH 0.131 x 3/a NAILS AS NOTED) APPLICATIONS WITH 1"CUT WASHER @ 48"O.C. APPLICATIONS (SEE DETAIL C THIS SHEET) � CHECKED BY: ---/THREADED ROD NOT SHOWN FOR CLARITY { II (SEE DETAIL"C"THIS SHEET) II i° — it JKH \ GYPSUM BOARD CEILING ;w' 4-- - SEE FOUNDATION DETAILS SEE FOUNDATION DETAILS a� SHEET: —7�-2x4 DRYWALL BACKING INSTALLED CONTINUOUSLY BETWEEN BRACES im: S D �2 M SECTION - PLATFORM FRAMED GABLE END N SECTION - GABLE EN WALL DIAGONAL BRACING A SECTION - TYPICAL EXTERIOR ONE STORY WALL B SECTION - TYPICAL EXTERIOR TWO STORY WALL o SD-2 SD-2 SD-2 SD-2 o N Q, F-R-T(VERSION:01-11) uj MSTA24 STRAP LOOPED OVER INSTALL DSP CLIP @ 32"O.C. v o 2 o DOUBLE PLATE NAILED WITH MAXIMUM SPACING (U.O.N.) o o Q (6)10d x 1%"NAILS INTO EACH INSTALL MSTA24 STRAP LOOPED OVER .L v SIDE OF STUD --_ 12"MAX DOUBLE PLATE.NAIL TO CRIPPLE ON END VERTICAL BRACING REQUIREMENTS DOUBLE PLATE --- EACH SIDE WITH(6)0.131"x 1 1/"NAILS. w BRITTLE FINISH FLEXIBLE FINISH --- EXTERIOR BEAM(AS NOTED) " WALL STUDS DOUBLE PLATE i I I � ,•� z I I I N _ STRAP CRIPPLE TO HEADER�ITH o � r^ W BRACING 16"O.C• 24 O.C. 16"O.C• 24 O.C. NOTCH BEAM AS REQUIRED TO E `J, NONE REQUIRED 0"TO 53" 0"TO 47" 0"TO 67" 0"TO 59" FIT BENEATH DOUBLE PLATE " LSTA18 STRAP > BEAM BEARS ON (2)2x JACKS 2 2x4 L-BRACE 54"TO 114" 48"TO 99" 68"TO 145" 60"TO 126" cn (TYPICAL-U.O.N.) I N I I I I I E . LTT20(U.O.N.) CONDITION: 1 2x6 L-BRACE 115"TO 182" 100"T0158" 146"TO 232" 127"TO 201 I (D SILL PLATE I I � (NOTCHED BEAM) I I � v Z c I L _ X Q oc RATED ROOF SHEATHING a `aJ = X Q W 2x_L-BRACE NAILED TO ------------------------ ----- ( --------------- ------------- VERTICAL WEB I- ---- --- -- --- Q ----- ----- � WITH 0.131"x 3"NAILS@ 6"O.C. --- I -1T- I�_ n___ n_ I i n______n______rI______T�____I o NAIL SHEATHING TO DOUBLE PLATE WITH i i i i i THREADED ROD ASSEMBLY i i i i i i I THREADED ROD ASSEMBLY L 0 1- IN GABLE END 2 ROWS OF 0.131"x2Y2"NAILS 6"O.C. I I I I I I I I I I I VERTICAL WEB I I I I I I I I NOTE: I I I I J O @ NOTE: .� � U = NAIL SHEATHING ALONG BOTTOM OF C9 TRUSS H ( II I II = HEADER @ 3"O.C. i i i i i i i i i I THREADED ROD ASSEMBLY I I I I THREADED ROD ASSEMBLY Z W NOT REQUIRED AT GARAGE I NOT REQUIRED AT GARAGE a (� � II II � � � � I � 2x_LOOKOUTS AT 48"O.C• INSTALL DSP CLIPS @ 24"O.C.OR I I I I I I I I I I I I I DOOR OPENINGS. � DOOR OPENINGS. SPH_@ 32"O.C. I I I I I I I I � ( I iI ii ii II i I I I ii II II ii I I � � Lu EXTERIOR BEAM(AS NOTED) O 0 16"OR 24"0. II > Z W ~ z (2)MSTAM24 STRAPS FASTENED T ;; °i j ;; I i o r III I III I w SPACING(SEE TABLE) DOUBLE PLATE I STUDS AND FACE OF FOUNDATION �� SILL PLATE BEAM INSTALLED BENEATH DOUBLE PLATE 0 0 Z ui Z BEAM BEARS ON (2)2x JACKS NOTE: (TYPICAL-U.O.N.) ANCHOR BOLT AS REQUIRED ANCHOR BOLT AS REQUIRED ^ J WHERE TRUSS CONTAINS DIAGONALS, INCREASE L-BRACE a CONDITION: 2 v REQUIREMENTS BY ONE NOMINAL STUD SIZE AND MATCH o OVER DIAGONALS. � a`-- J (DROPPED BEAM) FLUSH HEADER CONDITION DROPPED HEADER CONDITION � W U � Q ALTERNATE ~ u' z�/ —, w w LL R L - EXTERIOR BEAM TO WALL CONNECTION S DETAIL - DOUBLE PLATE STRAPPING OVER WIDE OPENINGS P DETAIL - TYPICAL VERTICAL BRACING AT GABLE END Q DETAIL - UPLIFT ANCHORAGE WITHOUT THRE DED ROD DETAIL SD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED SD-3 SD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED o �� SD-3 V w E a r z +- ALTERNATE ANCHOR: UPLIFT CONNECTOR(AS NOTED) NAIL EACH END OF BLOCKING TO o �� U) � f /2"x 6"TITEN HD O o --- 1MECHANICALLY GALVAN ED TRUSS(AS NOTED) BOTTOM CHORDS WITH 3 0.131"x3 � � -- ( ) 2x4 SPF BLOCKING-NAIL WITH(2) 1 ° _r z EXTERIOR BEAM � t�STALL 2x4 BLOCKING BETWEEN � .�ap w (AS NOTED) WITH 2"x 1/a°WASHER / 2x4 SPF NAILER-NAIL TO TOP PLATE 0.131"x 31/a"NAILS AT EACH END TRUSS BOTTOM CHORDS @ 12"O.C. a �- ROOF SHEATHING (END NAIL OR TOENAIL) m N o - H6 CLIP FROM WITH _ 000 ROOF TRUSS BY OTHERS)WITH POST TO BEAM 0.131"x 3%"NAILS @ 6"O.C. W O BOTTOM CHORD OF TRUSS m J LAP BEAM PLIES AND CDP) Z BRACE(IF REQUIRED) � NAIL EACH BLOCK TO DOUBLE PLATE ca � NAIL AS SHOWN-(5) 1 TO REPLACE(1)ROW OF LATERAL 0.131"x 31/4"NAILS PER PLY WITH(3)0.131"x3/4"NAILS z PT POS (AS NOTED) BRACING INSTALL 2x4 No.2 SYP T-BRACE q I � � z � I NAILED TO EACH PLY OF TRUSS WEB AT __-_ PT POST(AS NOTED) NAIL PORCH SHEATHING AS NOTED _ l LI 1, - I ABU P T BASE TR OM CHORD DOUBLE PLATE o � z - 6"O.C.WITH 0.131"x 3"NAILS H6 CLIP FROM POST (AS NO ED) 7 ` I I TO REPLACE(2}ROWS OF LATERAL TO BEAM MINIMUM/s"RATED SHEATHING, Q ¢ z I I EXTERIOR FRAMED WALL NAIL PORCH SHEATHING AS NOTED N > w BRACING INSTALL 2x6 No.2 SYP T-BRACE EXTERIOR BEAM %"THREADED ROD EXPOSURE I FASTEN AS NOTED w l rI NAILED TO EACH PLY OF TRUSS WEB AS NOTED d QO. I WITH NUT SET IN EXTERIOR FRAMED WALL ON WALL L LAYOUT(BLOCK ALL f O C7 ( ) ADHESIVE II --- ----- i --------- ---- WITH 0.131"x 3"NAILS @ 6"O.C. z PLAN VIEW AT TOP OF POST (7"EMB DMENT) - � ~ z --- - LLJ � ---r----- r` --------�-- ,a a \ -- a ° L.L. C 1 I I a � Q Cn - a a Ii. . ° d . / W SII p Cn a i a / Q U) W NOTE: T-BRACING TO BE USED WHEN / � � °. �� i� W V � Z CONTINUOUS LATERAL BRACING IS _ — a> U- J IMPRACTICAL. SIDE VIEW AT BASE OF POST ui co ARALLEL TO TRUSS W SECTION - EXTERIOR WALL PERPENDICULAR TO TRUSS X SECTION - INTERIOR SHEARWALL PARALLEL TO TRUSS `�" T SECTION - TYPICAL T-BRACE DETAIL - TYPICAL CONNECTIONS AT EXTERIOR POST V SECTION - EXTERIOR WALLP � ,�,� ' SD-3 SD-3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED 0 �` �" SD 3 SD 3 SD-3 < •�.... � us OC '•. u _ NAIL SCAB TO TOP CHORD WITH a' ` Lr 0 1po 1-' INSTALL SPH_CLIPS AT 32"O.C.AT DOUBLE PLATE (4)0.131"x 3 4'NAILS 4 w ALTERNATE:MSTA24 STRAP LOOPED OVER ADD 2x4 VERTICAL SCAB IN EACH c�a O```. ��e LAST TRUSS IN ROW REQUIRING BRACING 2x_SPF 42 SOLE PLATE(U.O.N.)NAIL TO AND O 1 TRUSS IF NO WEB IS PRESENT � � � NAIL DIAGONAL BRACE TO BLOCKING DOUBLE PLATE NAILED WITH 6 10d x 1 /z NAILS ca BOARD WITH 0.131"x31/4°NAILS @ 6"O.C. INTO EACH SIDE OF STUD (3)0.131"x31/4" NAILS TYPICAL AT ....••Q�Coii WITH(3)NAILS EACH TRUSS /I,,, "�'I"' „`�� U- UPPER LEVEL STUD � '•'• ��, Lu 2x4 BLOCKING-TOENAIL OR ENDNAIL BAND BOARD 2x4 ARX-BACE ACROSS LENGTH OF EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING CS16 STRAP(CUT TO LENGTH)FROM UPPERSTUD TO SHEARWALL ate . (3)NAILS NAIL IINTOHEADER BELOW UPPER STUD WITH(11) 0d AND NAIL 1 NAIL SCAB TO PLATE WITH(3) ; _ INTO HEADER WITH 11 10d NAILS. 0.131"x 3/4 TOENAILS I / � ( ) BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE y N NAIL DIAGONAL BRACE TO INTERMEDIATE / 2x4 BLOCKING BETWEEN TRUSSES I � o WEBS WITH 2 NAILS I00 1 „ �° N O USS o 04 OPEN WEB TR NAILING NOT REQUIRED BETWEEN UPPER SOLE TOENAILED TO DOUBLE PLATE WITH Q N r 2x4 SPF No.2 DIAGONAL BRACE PLATE AND LOWER DOUBLE PLATE. 0.131"x 3/4 NAILS @ 4 O.C. , v M Q TRUSS(AS NOTED) a 1 o z L00 L_ o 0 (TYPICAL AT EACH END OF CONTINUOUS LATERAL BRACING) SHEATHING CONTINUOUS FROM BAND BOARD FLOOR SYSTEM(AS NOTED) t$ Lmvm ~ J fV 2 TO UPPER PLY OF DOUBLE PLATE. FASTEN WITH DOUBLE PLATE U) NAIL DIAGONAL BRACE TO TRUSS EDGE NAILING REQUIREMENTS OR UPPER WALL BEGIN NAILING 1"MINIMUM BELOW DOUBLE PLATE rn a I o 1 NEB N/ITH(3)NAILS TOENAIL TRUSS TO PLATE WITH MINIMUM X16"RATED SHEATHING, z DOUBLE PLATE EXPOSURE I FASTEN AS NOTED �"°-�� •>. Q � Q � I (2)0.131"x 31/4"NAILS ON WALL LAYOUT(BLOCK ALL EDGES) W_ U j U 0- u- DOUBLE PLATE(U.O.N.) LOWER LEVEL HEADER(AS NOTED) I d co I j Z SECTION - TYPICAL OPEN WEB FLOOR TRUSS E CONTINUOUS LATERAL BRACE(QUANTITY SD-3 SD-3 � ��,, SCALE: cn N.T.S. - (U.O.N. AND LOCATION DEFINED BY TRUSS SHOP �111NAIL DRAWING.) DO NOT SCALE CONTINUOUS LATERAL BRACE TO �, THIS DRAWING EACH TRUSS WEB WITH(2)NAILS BB DETAIL - CONNECTION OF UPPER LEVEL STUD TO HEADER BELOW Cc SECTION - INTERIOR SHEARWALL PERPENDICULAR TO TRUSSI � RELEASE DATE: I SD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED SD-3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED 06-02-14 ROOF TRUSSES(BY OTHERS) REVISIONS: NOTE: ' ATTACH DOUBLE PLATE TO STUD PER DETAIL"BB"ON SD-3 (3)TRUSSES MINIMUM UPPER LEVEL STUD w FOR CONTINUOUS LATERAL BRACE CS16 STRAP(CUT TO LENGTH)FROM UPPER 2) STUD TO BEAM BELOW @ 32"O.C.(U.O.N.). a' .n NAIL INTO UPPER STUD WITH(11)10d AND NAIL NOTES: H,E, \ INTO BEAM WITH(11)10d NAILS. BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE I DRAWN BY: 1) CONTINUOUS LATERAL BRACES SHALL BE 1x4 No.3 SYP OR 2x4 No.2 SPF OR BETTER(U.O.N.) BEGIN NAILING 11"MINIMUM BELOW TOP OF BEAM � CMF 2) ALL NAILS SHOWN SHALL BE 0.131"x 3"NAILS(U.O.N.) CHECKED BY: BEAM(AS NOTED) JKH w SHEET: FF DETAIL.- CONNECTION OF UPPER LEVEL STUD TO SUPPORTING BEAM GG oSD � 3 o Y DETAIL - TYPICAL LATERAL TRUSS BRACING DD EE SD-3 SD-3 SD-3 sD 3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED sD 3 F-R-T(VERSION:01-11) w , I (D w J O c m Q 4 z � =o m D .L U 0 N N .� Uw z 02) W cn I E O o c W 0� .o F_ Z T— Q U) U J J W a _ J CL Q Q o W w o o o Z � V W — tn a. c)Lu z m W W� O 0 LO�P�JN TRUSS o ~U a NSA P��PE w o- z zOD oI----I o 0 L LL Lo t9 O cu c/) 2, OO OPTIMAL 22Y20 ^ W � cfi bb b �bbbb o 00 m bN p 10 v b ba bbbb obbbo� a Lu 300 fl �- C w o obo obb obb o00 �� , m U- O b bb mb O C p bb b0 p N u C oa ama 1�1 TYPICAL SDWC SCREW TRUSS BEARING ON o z EDGE GRAIN a z A ON SD_7a OR "B" ON SD-7a SDWC SCREW IS 0 p z ACCEPTABLE 8 Q Q z 2" MAX, o N > w Wof oQ� TRUSS TO TOP PLATE SHOWN BEARING WALL � O z c� (RAFTER TO TOP PLATE SIMILAR) (n I—I z Lu (D SDWC15600 EDGE GRAIN BEARING CONDITION Q _ U- � NOTE: O �n UTILIZE METAL INSTALLATION GUIDE TOOL Zw p "' PROVIDED BY MANUFACTURER. ~ "—' "' TRUSS cn W U- '— =3 rA DETAIL - STANDARE SDWC ROOF TO WALL INSTALLATION �-4 (TRUSS ALIGNED W TH STUD} ° ❑.... H14gpI ° r Q�Nu- I .�) � : ? p ' ' us r,`C`kQt,1 � !,,� •••t •°,: ONLY CLIPS ARE ALLOWED TRUSS BEARING ON '- � 11 Pe ,l WITH THIS CONDITION END GRAIN `CD (NO SDWC SCREWS) (EXTENDED VERTICAL) w b ®bbp� Om bb ba bo SDWC SCREW IS NOTcn ob obd ob�o aba ° bOobbQo o�4ogo� ACCEPTABLE � • � � lr b bpOQDO Ob�b O , 1 omBEARING WALL o 4 , } •� 00 999 END GRAIN BEARING CONDITION L LL M ui TRUSS TO TOP PLATE SHOWN d "' "'''°' �= w coco00 3� D DETAIL - SDWC AT EDGEI END GRAIN CONDITIONS Co N 12 (RAFTER TO TOP PLATE SIMILAR) `oo I SD-4 c7 > a' o MIN < z �, j Q O � x N g 0 ca � � u- = DO NOT INSTALL SDWC IN Q co SDWC15600 — HATCHED AREA o NOTES: E r DETAIL - STANDAR SDWC ROOF TO WALL INSTALLATION 1. INSTALL SDWC SCREW SO THAT FASTENER HEAD IS FULLY COUNTERSUNK U SCALE: INTO THE DOUBLE PLATE (± s") m N.T.S. - (U.O.N.) (TRUSS OFFSET FRDM STUD) cn DO NOT SCALE 2. VERIFY THAT THE ENTIRE SHANK OF THE SDWC SCREW IS INSTALLED INTO U) THIS DRAWING { A WOOD MEMBER. L RELEASE DATE: TRUSS (RAFTER SIMILAR) 06-02-14 3. SCREWS ARE SHOWN INSTALLED ON THE INTERIOR SIDE OF THE co INSTALLATIONS ON THE EXTERIOR SIDE OF THE WALL ARE ACCEPTABLE REVISIONS: %" MINIMUM EDGE DISTANCE WHEN THE RAFTER OR TRUSS OVERHANGS THE TOP PLATE A MINIMUM OF (WITH OR WITHOUT A F LATE SPLICE) ii 3 i2 w 4. TYPICAL HURRICANE CLIPS (PER TRUSS CONNECTOR SCHEDULE) SHALL BE USED TO REPLACE MIS-INSTALLED SCREWS AND/OR SCREW INSTALLATIONS WITH WOOD SPLITTING. REMOVE SCREWS BEFORE _ INSTALLING CLIPS. DRAWN BY: OFFSET Y4" FROM SPLICE MAY CMF TOP PLATE BE IN UPPER 5. ATTACHMENT THROUGH END GRAIN VERTICAL IS NOT ALLOWED. CHECKED BY: xSPLICE FOR FULL OR LOWER w VALUES JKH PLATE a) SHEET: DETAIL - SDWC MIN MUM EDGE DISTANCE oSD �4 c_"*� O N NOR-R-T(VERSION:01-08) SD-4 I 111111 I - I J CD m Q v O z � z � 00 o m L U W w U Z E �Jl^/,R uj O I— O Q U z r _,.1 - z a tr_ 0 Lu uu 0 L O �p _J cu Q 2 o L � y ; o J ti c W a Q z J � I a Q tea. W v Z w �, 0 L. J W 0 ,' U m• W • coU 0 W z L (f) o cu 'IT Lo (f) z aow N cti0 d v p >- LL. Z W J v� aCl LL M � U Q 70 Y Q0 I— J .. � r—, p Z on w ¢ j W IV oW � O � o 0 z U z Z Z ca �'— p Q Z Z V— (7 2 O cn DOUBLE PLATE z H p� Q v� W U P4 J w U Z � U 70 co lo U) ° ° ° HEADER(AS NOTED)MAY BE RAISED TO BOTTOM k , C`O's, OF DOUBLE PLATE-MINIMUM(3)2x4 REQUIRED AT L p.& TOP OF OPENING WITH RAISED HEADER. .� ~ FASTEN SHEATHING TO HEADER •• �•'• �,`°•a IN 3"GRID PATTERN AND FASTEN (2)MSTA30 STRAPS SHEATHING TO ALL FRAMING @ 3"O.C. ° NOTE:SHEATHING ONLY SHOWN FOR LL_�nnuunnm�"" USE 0.131"x 21/2"NAILS AT ALL LOCATIONS(U.O.N.) , IL NARROW WALL SECTION. LU 1 1 12 REMAINING SHEATHING NOT L FASTEN PLATE TO HEADER SHOWN FOR CLARITY. w w/(2)ROWS OF 0.131 x 31/a"@ 3"O.C. ° ° ° 41 MINIMUM(3)STUDS N d7 o MINIMUM(3)STUDS ° ° � *k co N LA co 4d o4 co � (Z> a� c a O Z co w o b U) LlJ co J as MINIMUM 1s" ,> C� > rn o RATED SHEATHING ° z m a, Q 0 x N CL � NAIL BLOCKING TOGETHER ° ° 2i r w/(3)EVENLY SPACED 0.131"x3%" ° ° ° 0 STHD14 EMBEDDED STRAP--\\\ SCALE: (OR HTT5 IF NOTED) ° ° N.T.S. - (U.O.N.) DO NOT SCALE %"EPDXIED ANCHOR BOLT STHD14 EMBEDDED STRAP THIS DRAWING w/(7)MIN. EMBEDMENT w/ ° ° (OR HTT5 IF NOTED) MINIMUM 2"x 2"x%6° d7 RELEASE DATE: PLATE WASHER 06-02-14 REVISIONS: ° ° CONCRETE FOOTING a' ° ° ° a PER FOUNDATION PLAN 4 L w a a d d Q d � d � d d DRAWN BY: CMF •L CHECKED BY: A DETAIL - NARROW WALL METHOD DETAIL w JKH SD-5 3 SHEET: z M o N S-D� 5 - : ) •, ...._, L.,.c._.;. •. ... _ .ice— i..: �... ��.-�—, • _ �-�. _ .. ..x .. - •. . —__ �.. _... t .,..-. .. �-,.. . __-. __ �........ .. _ _ 1 -_ _. — � _— __— . __— � ._ _— _1__ . _ - _ - _.. i, V.i.- I II:... I ��