The URL can be used to link to this page

532 atlantic beach ct Lot22-2 new home 2015 FEARING HEIGHT 56HEPULE EXPOSED OVERHANGSCOPY 1011-11811 j ARE TO BE FIELD APPLI ME �Lctsy 1 3ptlons 0 4 11191Wed No axc 2 Lu.,ovr.d ❑5 Intonation F Ee"pions Noted Only Vy n&Rmub,nit ccrSaou w$h lt�a r 1n� 11 v1� { _ o ar�f kr a;r im;i;ay,ntl,f3xr proet daxigr,concept. This iu CWrror ire»res�oned !(�,r xra3 a omaaiau in °8�,� �'' �•. � , .�nu_�.cr Is ranpena'�.e"cr cunptlanco wi4'` r aemsrs v and or Lha v+)as3d e;rx�ssiut ccn n of the,c�or:c -- j - cf &-er Uio rrc s m�#,ods, Zuancw.Pnd n /11 cc n +or adt,y, pt- ar t prc im-.do,,:il U II —M, x F - �-,•�tl,a:cda;a,�en.,�..n'cfthoCortr:�°,c g P 1 w rtT. A i' C + LL INC. ' I I - {{ - 21 7 I 7 I -oG-CD .p IIS 11- cJm ;Too i, i ,n-- I \ n 17351 \ \� / / :' " R CJ17 IIiUJ 786 —T-3-7 o - � 99A a aJ736 CJ01 c,Fru T39 Tao , �� f1 7,p'�i. -- I :I� Tat 1 Ah i�.,I � I. � / cJt4 `.2 _P iG'iil5 91 P_COMM=NDA'IOIvS FOK � T19I iI jI ii� II I II c H..ND.IM IV4.A.L'.A IIOt Nf T--. M'UO'tPiAPPE"5PA_GI N 6) Ta2 R.'P_O !aN- `p DAJINa7 rOR 'PMA,NT 5Pn5C PEQUIP.D .T7-0019 32- -00-09 A 5 tKU J5 IIII, I ra< ! VAI F,AEFF, 0fl 8E=Vl,. F Y �ECI:-D OF,2EFFk TO DETAI�_V1v5 FOK T3 q _ °Jo I A_iFKNAit aKACWG P._QUIK�MEN15. Y T32t I � I I I. I I a I�I . V?'--ESS A7,:To 5E G:.NV'N IONA�._Ly 9 I _ i I' I D,U,LDER. Jo 5PA .Nu JN _E55 OTHEP W15E. NOTcr1 / ! I4)A_TP 77-c° B 1 51GN=D 0P2'o c _ !� TT27 — — 11 I. ;..—:ci A ,nI-_:_HOW! ON P.ACEMENT / a " - �a cJ9 II T - �: 'I i�rI Pa.. P_sGnS J.PCG TO B_LOAD o ago ,r n 'uC .T, r-N- -- - - 6-1R�rJG JN 'OTH-PtviH NOTED. Tzi F0C iII 7 --- Tsa y' MJST 5.INC,-'A'.ED I I- I� ivITP�TIIC T QP°9EI!Ja UP. t Z•r� I r1�13 h �D nSsn �7;I CJCt'a. i �✓\ IIS � SSI�JI-G I I I � II `� __ �� T25 / II fl l(JI cr 724 na g n oI 1 IL,3 i fIA r III 784 \/ _ TJa o P no 4,rG— IIIA �'< o--- IITars '21 of III ° ° � /J.-[[F'4 - – Gn -- �Jr 1 CJ0lide[ �I I i Ir I I J0, h h1 rl nn i', o �. ljo 1=0: /i' Ts9" e /`['� (� {^(�Y. dJoe-., Ilo I�' ��--�1Ic3 � rJcJ aI F-54 i it i Tae ��1 a7 �11 t�l.Y"i —–----- �r �� I rpNITezl �ICJ12 f ti i� cv c� oo cr � ,-0o-oo � � 30"oa7og ,: I I I� �I� ,; �I I� I� 1 Jaek50nv � e 2-OG-00 0Ji s r-o, 1 CJ 0 PHONE.Cil -?4=otOG %/rX q0-^.-77%''q7. I I 1 1-01-00 11-0E-00 6-0s-12 8-02-00 1 5-04-0c, 1301-00 ' Tamp a I ' hOiL`.2U F""g831 F4h 8., - 7 I � o 11-10-00 20-0a-12 n E-G6-00 7c'-09-00 3,-07-i^ ! 23-06-09 ,2-00-00 J PHON=.850- 5ree _�r az5-0835 5J!�DER: GocoStol GuStom Homes HAL A' Lot 22/2 Atlantic beach G.G. 1V7GL ker lrlor GU�tOtT1 Fc�.6y - --- - 7Ali: GkA'YN BY Grialnn!Reter¢n.af. 03/24/15 G=6 64182q M1 TEr FATE AFF � OVAL T ' 21 q7 , 2 - 21 q7 , 4 , WEY � HA �J5EF FFOD � 6T # ' 1630 , 2 - 1630 , 10 '657463 /r'iVrelJ�Ik 64182q LLJ L QD cr- Lro x------- I-- Qj LL- LJLJ Ah All PI S, FILE Gu y -- -�^CL- El❑ ----- 1 v CL CN i 0) S I'- 4 b-- I C) � L I 1 J 00 Lij QD 1 to cn ,� EI d =' a �� <W O V) Q W 0� � „ l'� r a- cr 0 :E w � � CL < c' hL <U) � w t- 0 ,' w Oo a0 0 ~ x 5 X S B 1 w � ez Imo. 76,� - -x -- V- L-Lj 0 0 - _Awl -- w -- � 0 LQ l CO __- ZE LLJ >- � C In Q C) L-Li (J� LLJ C6 LLJ - 0 - cU - C� CL a) �; Ct-- P- L-L- C7 CN QD J � F L- � r o �. r / Y}j � Ld V CD / ✓ 0 ttt ¢ CD / CD c d � II dLij LO � < '' d w d dLLJ > QQ U] W o -5w w> - Q — a- 4 d � /- — Q (n J W rel rDNO o 1 wap o - V7 1 ^ I I �S � � � W S� � � m SS � 17/S o � ° 17/s Lj- Ln � S � Q Q J � CN O O ::D O ILLJ L N Q O O a( m Co � oo O Q ZS C Co 00CL - c[ --� J Z _ Lj— CL W c\j - wSIH( L- W / QD 0 J gO L- 00 ~R O, � �, 0 Ln LL-LLQ �O �J V) 11 0 Cf) � w 12 O Q L- 0) � ii0 iii 1cn �P Quo Q Q � Q (n W G ~O � W a- - 0- - - 0- cy- QO � FS � � w � Qb� O > w� a0 E� O O r O � oo ` hLE Op py i Fmir- U T' BE J ITET 93'-8" "1 2'-0" 2'-2" 14'-2" 2'-2" 13'-5" 1'-0" 13'-8" 14'-0" 11'-8" 8" 14'-8" 8" 3'-0" W a 3'-7" 3'-6" 3'-6" 3'-7" 6'-1" 7'-0" 7'-6" 4'-0" 2'-2" 7'-0" 7'-0" 6'-10" 4'-10" O C/1 U N W U - - - - - - - - - - - - - - 00 a I I w I AREA TABULATION _ ® W I I I 1ST FLOOR LIVING: 3200 S.F. INC 2ND FLOOR LIVING 1996 S.F. Ld z P4 P. _1 I I CABANA I 00 TOTAL A/C: 5196 S.F. N W Q 1 1 16'-0" X 12'-0" `-� o r aP con U �+ I I 10' CLG Lo I GARAGE 3-CAR: 870 S.F. y M Ix W Z o I I ATTIC STORAGE 447 S.F. W Q� '-- O QPL., W� U I I I FRONT ENTRY: 64 S.F. Q w p 4-+ W 18"J 6'-0 8 8'-0" LANAI: 225 S.F. 3060 SH 3060 SH 306 SH a �� - - - - - - - - LANAI-2: 214 S.F. O W WZ Q 0 0 - - - - - - - - - - - - - - -- 00 BALCONY: 226 S.F. O Q Q� vw1 1 I I I I CABANA 192 S.F. d' N� W O - - - - - - - - - - -- I I I I .-, TOTAL UNDER ROOF: 7446 S.F. U 8' DIA RND PERMAC AS To ROUND COLUMN W� 12 1 SQUARE CAP AND BASE _ I I II 8„II 4'-8" 3-3050 � FXD I I - - - - - - - - - - - - - - - - - - - II CID V) 0 I i No - - - - o I �wCa/1 z �H, o I Ic. � � w O MALANAI w W S TTN G 28' x 8'-0„ N BEDROOM I ,0' CLG 13'-1" X 12'-O" - - - - -13' 1-1" - - - �I I 00I 1 0 aU w o 1 1 0 10' CLG. L`-'e, Q 1 17'-6" X 23'-8" 3080 FIR TRAY CLG. I 0 X' 7,-0» I 3-3050 FXD 1 � A A — 2 N I ( � " N 1 I o 6080 FR 6080 FR w 2480 PKT 6018 TRANS 6018 TRANS 0 10' CL LL 2, 0„ N I co CA� 0 `° `n I i� uj o - w 00 � I i I N 3-308 FR N -.4- 0 " 2'- 2'- z' o I CAFE 11' CLG 1 _1 I N 1 0 ® `n — — --- �1 Ln I 11'-6" X 11'-0" _I 2880 W W U It - - - - 10' CLG. o ml I � o 10' CLG. 2x6 WALL m _ W V) iv I I 1 o `1 2'-3„ ,-0" 2'-8»" 3.'-4' c� Go o� m - I I < 00 `° O W Q _I cn �t �w I I I I o u iZ0 00 I N I I I qj 1 E3W a Z I N 1, 6„ 2,-°„ N I 0 ��0 I I _I N 4. N ° w er z� I 2x8 WALL W C _ - o�� I I � _ `n Q W/ LL TO 42" M U UUU� w I 2'-°'_r. _ NQ I I I I o W CAP ! WWaIWW W " N 1 ^ 1 N w o� wwwz� o FAMILY ROOM I W I I o 0000� _ � z MASTER — 18'-11" X 22'-1" I o� I o o _ bfJ o z BATH 2'-0" 12' CLG o 0 11 Y Y o I GUEST BR 2 STORAGE I o� Lo o <m v 1 v -w 11 o z_ 0o I 15'-1" X 18'-7" ao o� 1 Y� :cc CLG. _ z 1 N N 1 vwi I I V' 0 1 10' CLG. 0j 8'-6" X 10'-6' � K S �. _ v 011 0 1 10 CLG s 7'-4" 0 r� -Jo 2'-1 �r J 1 I I � 1 0 'I . romaII w _ - mi 00 1 n 1 I 2 _4„ 5,-0„ o M = W W Z W 3'-4' 1'-10» I I 1 � 1 o I _ z � r� Q O U N - 1 15_0„ X 15'-9" 1 �J 1 0 1 2'-9" 2'-6" 8'_0'° 10' CLG. 7'-0» Q U U o 5'-5" 2'-5" 8" ;n o 1 1 � I 1 2868 " LT 2868 I o v=i 1'-5" 2' 6" 8" 6'-4" 5'-11" 8» 3'- 8" w� EL N 2480 Ln 0 0 DBL REF o 1 2'-4" 16'-2" 9 -4" 7'-4 II I I O U SEAT L'o, �v 01 N w 0 ��- ,�, o I v Q I 0 (� U O 2030 OVAL I — — — — — — —R&S — — — — , 1 2�6q ¢ 5-SH 2680 I o L� C d x 00 OBS 00 HIS I J ( I I 10' CLG I m 10' CLGIZ7 1 -8„ 2'-8» 2'-T18„ x o CIA I 10' CLG. I 1 I I l0 CURB 11N PANTRY - - i d- 2'-2 2,_ >, 11,_8„ 1 — — — — Fvll)): 10' CLG. =0I LLq o z o , - - - - - - - - - - - - - J — in N !� _I 5-SH w cD _ i R&S 1 - - N m CC) I cn .� I N � 0 V) C° — — — — — — R&S — _ I 2'-9„ 2,-6„ 8'-0" to N O — � N 0 o N o GARAGE ww Ln w HERS I o o � ' z 2 T O Y 11 � � � � "'-$�'+XGLG'-6" w o N 10' CLG. Q F YE " GARAGE -16" BELOW HOUSE FIN FL ISLAND I _ _ ,rte 1 1 4'-10" 2' 2' 23'-0" X 23'-6" O U 1 N (SEE BUILDER) I 3 8 1 I I 1 -16" BELOW OUSE FIN FL o '�,'",, cn 1 1 NII DINING I Q 0o I ( 0 1 1 <0 13'-6" X 14'-5" 1 � r--, 1 I I 10' CLG. I 00 L- - - - - - - - - - - - - - - - - -� n II LNDRY 1 N � jCOL� R&S I I 10'-0" x 5'-5" I� 0 8080`OHD Lvlr�D � 10' CLG. I - - 1 z a \ 0 II DRYER WASHER 1 F Tr 'J� I L� w N o °° I _o I L - J -00 1 N ��_� _� L 2x8 WALL 0 W Z VARIES c° 3060 FR W/ 3060 SH 3060 SH 3060 SH 2030 OVAL o 0 W I 1 6014 TRANS ABV I I 9080 CHID 9080 OHD U 1 R- o I ► o EN RY o 1 I z � �� uw � ki ro I 1 21'-7" L. HT. I LL- iv 0 a � �OOwHa w OOHH � Wa w V1 � o`�j W E.., CJ � �W Z ' J 4'-3' 4'-3" 3'-11 3 -11 2'-1 3 -6 3'-6" 2'-9 3'-2" 3'-7" 6'-4" 10'-10" 6'-4" 6'-0" 6'-0" Q �, W 14'-6" 1 -11" 7 -10" ' 1'-11" 18 -6" 23 -6 12'-0 � 93'-8" r- — — — — — — — — — — — — — — — — — — — -i I I I I I I I I I I , 93'-8" 1 I Z � M 20'-0" 8" 1,3'-5 8 13'-10 10'-6 5'-10 12'-2" 4'-6 12'-0" rk N M 10'-5" 3'-0" 3'-0" 7'-2" 2'-4" -4' 3'-6" 3'-6" 3'-6" 2'-10" 3'-6" 5-111" M V1 to I 1 W u -- - - - - - - - - - - - - - - - - - ---- — , I J .,.� I � cl� � u � I 1 I 1 I I 1 3050 SH 3050 SH 1 2x6 W LL GUARDRAIL I — - - - - - - - - - - - - - - - — — I I r - - - - - -I I I I I I 1 ACO Y I I 1 0 23'-3" X 8'-0" 0 _j0 I I 0 J I _ I - - - — — — — — — — — — — - - - - - - ,, I j 1 1 9' CLG. Q I 1 � I 1 co i 1 I N I I I 1 I 1 6068 FR 6068 R 2x6 WALL x6 WALL 3050 SH 3050 SH — — J I 0 I � � 2x6 WALL - - - - - I _ „2>-0„ I c i 1 - - - - - - - - - - - - - - - - - - - 2468 1 ;. I I ■ I I I I o 2468 BATH- 3'—1 ATH-3'-1 I I I I N I 9' CLG. I r....� 1 1 1 I I I I B R J - 1668 1 0 1 5-SH 1 2x6 WALL I ( 1 1 I N 10'-8" X 2468 I I I I o 1 I I I I 9' CLG. 3,_0>' 1 1 1 I I 1 � I O I I 1 Q 1 T l _ I � � v 0 - -� I I I 1 B R #it 1 2468 I 1 1 cD 00 I I GAME ROOM ; I R&S x 11-11" X 19'-9" N I I 1 1 - - - - - 9' CLG. 20'-8" X 24'-1" IFIT-4" = 1 N I 1 1 STEP TRAY CLG I 1 Lo I VI 0 2x6 WALL 1 I I ;n 1 W�C 0 1 w J O 1 I I 1 9' °° N F - - - - � - _ I ao I - 1'-6 4'-11" 12'-7" 0 I I I �N 122"x30" 1 o -i Q I I i LATTIC A_gCESS 0 1 co °° 1 1 1 I UP 24" z 2868 1 � 1 9'-8" CLG I 1 Q 2x6 WALL 0 I a 1 L - - - - - - - - - - - - - I � �" 1 I I 1 9'-0" CLG Q - 2868 = - L - - - - - - - - - - - - - - J _ 10 0 I LOFT N . R 8'-4" CLG z d. I - z 13' 0" X 11'-4" I DN 24" N 9' CLG. HANDRAIL � CRAFT ROOM o 1 � — — — — — — — — — — -I FLS 2020 F D 4'-4" 1' 8" 8'-5» 4'-2» 9' CLG. n 0 r- 00 AG I 00 II CHASE I i 1 O n 1 1 1 19 GUARDRAIL16 N I N I 2468 1 � I o � � o k i I ATH— "' N z 1 12 Q 2468 CLG. 3,-1» 5'-0>' 14'-11" I N I I I CV O �; �•I� N N I - 1 _ N N � OPEN TO BR 3 N UNHEATED STORAGE ; �, u , 1 BELOW SHOWER 22'-6" X 18'-10" 1 Lo O U � 14-6" X 13'-6" 4-� 3 9' CLG. 2468 1 9' CLG. ( . 00 3 N 1 � I C) � o3 Lo 0 R&S 1Cd (nLIS Q J 2 V 0 c0 I 0 ^ N Oc N N cp Lo (� I N 0 N 2x8 ALL 3050 SH 3050 SH �' - - - - - - - - - - - - - - - - - - - - - - - 01 Ol 3050 SH 3050 SHFILE d- 1 1 2x6 WALL 3050 SH 3050 SH 3050 SH Revised: 1 1 - 1/25/15 0j 4/25/15 Is --- — — — — — — — — — — — — —J 3'-11" 2'-7» 3'-2" 5'-4» 3'-2" 2'-5" 3'-4» 2'-5" 6'-0» 5,_9 5'-9" 6'-0>' C"' 20'-0" 6'-6' 11'-8" 6'-6" 8'-2" 5'-4" 23'-6" 12'-0" ` 93'-8" ' CIS Y 12 d' o M o Nm RCHITECTURAL SHINGLES 12" HEEL ON TRUSS FLS BRG 21'-6 1/4" ct r.,O 21'-6 1/4" FLS BRG 12" HEEL ON TRUSS 20'-6 /4" c O BRG 1 ^ M x c� H d- Uct 20'-6 1/4" BRG N 19'-3 1/4" FLS BRG 12' HEEL ON TRU 18'-3 1/4" BRG SMOOTH FACED HARDY _AP SIDING SMOOT FACED HARD LAP SIDING il 0 0 110111011 -1 1 FIN FL 13'-5 1/8" 12 12 6 4 12 ARCHITECTURAL SHINGLES FIN FL 11'-5 1/8" ARCHITECTURAL SHINGLES SMOOTH BWI 4 STUCCO VENEER BRG 10'-1 1/8' .a EXPOSED ,,1111111, 8'-1 1/8" BRG — j RAFTER TAILS EXPOSED I ! RAFTER TAILS SMOOTH BWI Ll STUCCO VENEER i SMOOTH BWI IL111 STUCCO VENEER STUCCO VENEER u- FIN FL 0'-0" 0'-0" FIN FL 03 O _ ROUND COLUMN W%12� V `p 1 2 4 — SQUARE CAP AND BASE ` REAR ELEVATION 499 7t WJ O OFF RIDGE VENTS 1 LN FT FOR EVERY 150 SQ FT OF ROOF 4,766 / 150 = 32 LN FT OF VENTS 1t • r--1 BUILDER, TO VERIFY AND PICK LOCATIONS OF VENTS 4"x4" PT OOD � BRACKET • rl 12 61 x `i i G L LU R OF BRG ARCHITECTURAL SHINGLES 27'-8 1 4" #, N 12 4-, 6 2626 FXD 2626 FXD EXPOSED RAFTER TAILS � FLS BRG 12" HEEL ON TRUSS LACED CORNERS 12" EL ON TRUSS FLS BRG 21'-6 1 4" 1'-6rr� 21'-6 1/4" BRG 20'-6 1/4" 20'-6 1/4" BRG 9" HEEL ON TRUSS FLS BRG 19'-3 1/4' BRG 18'-6 1/4" 4-I LS 202 SMOOTH FACED U a,I HARDY LAP SIDING LACED CORNERS 1 LACED CORNERS 4 4x4 ON WALL W/ O f IIII I 12 2x4 TRELLIS ON TOP U N HARDY SHAKE SIDING 4x6 BEAM W/ 6 � MMme' f. HARDY SHAKE SIDING HARDY SHAKE SIDING 0 F� ct i U� A AL M 0 12 I - ARCHITECTURAL SHINGLES 6 11'-5 1/8" FIN FL ARCHITECTURAL SHINGLES ur--i 10'-1 1/8" BRGT-- u u ARCHITECTURAL SHINGLES FIN FL 9'-5 1/8' ARCHITECTURAL SHINGLES FILE COPYN EllII. 11 11 11 XPOSED BRG 8'-1 1/8" RAFTER TAIL EXPOSED 0 RAFTER TAILS 8" DIA C UMN E7:1 m (TYP) �15 5 cn STUCCO VENTH IEER SMOOTH BWI FLS WINDOW FLS WINDOW o 2'-6L=jLJ STUCCO VENEER FIN FL 0'-0" 0'_O" FIN FL GARAGE FIN FL -1'-4" TRAVERTINE CAP ON STUCCPERMAo A TSCOLGMN RONT ELEVATION 4 " — 9 — 19 - 0 M AL RO F . 12 BRG 27'-8 1/4' �Jw' OM � 6 ^ zN M � 71M � El El lil ARCHITECTURAL SHINGLES ^ 2626 FXD 2626 FXD 2626 FXD 2626 FXD H w p FLS BRG 12" HEEL ON TRUSS 21'-6 1/4' � d' RG 20'-6 1/4' O C� M O Q C/) cl� N SMOOTH FACED R Hffq PIPINPu HARDY LAP SIDING LACED CORNERS om I N 6 ARCHI ECTURAL SHINGLES FIN FL ARCHITECTURAL SHINGLES 11'-5 1 8" BRG 10'-1 1/8" i LEE BWI STUCim VENEE BWI SMOOTH TUCCO VENEER FIN FL 0'-0" O _ V 99 � ELEVATION 1 4 = 1 ' - o " � M � E � ESEM OFF RIDGE VENTS = 1 LN FT FOR EVERY 150 SQ FT OF ROOF , 4,766 / 150 = 32 LN FT OF VENTS r�...� BUILDER TO VERIFY AND PICK LOCATIONS OF VENTS LV LU R OF 11 Ij_ 12 6 12 ARCHITECTURAL SHINGLES 6 N 626 FX HARDY SHAKE SIDING g w + ! LACED CORNERS wr SMOOTH FACED03 '' HARDY LAP SIDING Q U � SMOOTH FACED •+- INU 0 y 12 •�'' 12 4 03 I c y 12 ARCHITECTURAL SHINGLES 14 ARCHITECTURAL SHINGLES 12 6 d u tip BWI SOOTH N e ' f 2 15 BWI dOOTH STUCCO VEENNEER 5 STUCC VENEER i ) ' I RIGHT ESEVATION 1 /4 V - 10 ", — — — — — — — — — — — — — — — — — — CIA � o I I Il III I � N � III I II I � I 1 1 I III I FF - - - - - - - - - - - -- - J \\ - -I I I // \ \ WID \ I I � I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - �I 1 I I - - - - - - - �J I I I I 1719 I x x Xc4r PREWI E & BRACE PREWIRE & BRACE I I I FO AN FOR FAN – ' – I I PREWIRE & BRACE \\ I I I FOR FAN A*1 0 ct r� L - - - - - - - - - - - - - - -� -IJ 1 T44 9 S CC3 _ GFI — I / / I I I // /� I \ \\ \ WF I I qFAC v /N� GFI M X/// I GFI i PRE It & BRACE I I E FOF FAN G I w I O I PREWIRE & BRACE / w to / I FOR FAN / GFI o I FAN \ \ I 1\ P ��I I vo I – – – _ – / GFI Z �� I Q II I � GFI Y � \ � 0, 9GFI RGFI PGFI Q U GFI — FAN C S 1 – – _ GFI I 8 - - - - � . _ I I I I _ / � GFI N / I L� , - - _ , I GFI - – – – I I � W V, LEGEND I J _ GFI `\ //' GFI N . . u I TO ABV L� `./ LIGHT FIXTURE CEILING MOUNTED $ – – – – – – O 111"' / �` I - - -- - - - - - -� LIGHT FIXTURE WALL MOUNTED \ z z \-0- / \ U U J Q U LL- ® EXHAUST FAN \ I II \ D D FAN \\ I I I \ I I v U - - - - - - i II I C� .4 ® EXHAUST FAN/ LIGHT COMBO 1 I I I 9 I ;;; FAN/LITE TO ABV 110 OUTLET I I // I I I � �, !I 220 OUTLET - - - - - - - - - - - - - - - - - -� // 11 // II qI GFI I momms c4 � �"' GFI 110 OUTLET GFI Y\ l SMOKE DETECTOR $ SWITCH \ I / ELECTRICAL PANEL p GFI PANEL yy I Revised: G / I 1 25 15 m LIT I — -- 4_ I I RECESSED LIGHT – – RECE – I - - - - - - © CARBON MONOXIDE DETECTORC. I I ou — — — — — — — - - cn PREWIRE & BRACE FOR FAN ELECTRICAL LAYOUT MUST MEET STATE AND LOCAL CODES CONTRACTOR MUST VERIFY05 k V REVIEW ELECTRICAL LAYOUT WITH CONTRACTOR - - - - - - - - - - - - - - - - - - - - - 7t I i � ,.��., � cNn � rn r-- — — — — — — — — — — — — — — r- — — — — — — — — — — 0 03 cli 50� c) - - - - - - - - - - - - Ll- -- - - - - - - - - - - - - - - - - - r - - - - - - -I - - - - - - - - - - - - - - - - - - -T— PREWIRE & BRACE PREWIRE bRACE FOR FAN FOR FAI WPWIP GAGF4 GFI GFI – — — — — — — -r - - - - - - - - - - - - -- — i — , O° I I r - - - - - - - - - - - - - — — — — — - I FI �,I I I � � I j I � � 0 jq�,GFI i i \\ i I / \ ::c P WIRIt & BRACE FOR/FAN — — — — — — PRE IRIt & BRACE R/FAN i O PREWIRE &\\13RACE ---6q FOR FAN /XWIJ & BI x FF X� l vo I, < L- - - - - - - - - - - - - - L - - - - - - - - - - - - -- - - - < L- — — — — — — — — — — - LLJ Jft- LEGEND -0LIGHT FIXTURE CEILING MOUNTED0 - N 0 c) LIGHT FIXTURE WALL MOUNTED -0- LL- EXHAUST FAN FANC) PREOR FAN& BRACE F C,3 EXHAUST FAN/ LIGHT COMBO PREWIRE & BRACE C) ct FAN/LITE i \ I I 110 OUTLET FOR FAN (b I 220 OUTLET L - - - - - - - - - - - - - - - - - - - GFI 110 OUTLET GFI TO BELOW co> OS SMOKE DETECTOR — — — — — — — — — — — — — — — — — — — — — — — SWITCH PANEL ELECTRICAL PANEL R v RECESSED LIGHT I I 2 1 CARBON MONOXIDE DETECTOR I L - - - - - - - - - - - - - A I ELECTRICAL LAYOUT MUST MEET STATE AND LOCAL CODES z COWRACTOR MUST VERIFY PREWIRE & BRACE FOR FAN REVIEW ELECTRICAL LAYOUT WITH CONTRACTOR R703,8 FLASHING: APPROVED CORROSI❑N-RESISTANT FLASHING SHALL BE APPLIED SHINGLE-FASHION IN SUCH A MANOR TO PREVENT ENTRY OF WATER INT❑ THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING D R A E T S T ❑ P P I N G AS REQUIRED PER WINDOW INSTALLATION STRUCTURAL FRAMING COMPONENTS, THE FLASHINGSHALL EXTEND TO THE SURFACE OF THE ECTERIOR WALL WEATHER REAI HIND BARRIER (WRB) APPLIED PRIOR E THE WINDOW INSTALLATION, FLASHING APPLIED OVER THE FACE ❑F THE MOUNTING FLANGE, FINISH, APPROVED ANTI-CORROSION RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING L❑CATI❑NS, SECTION A R 1 (/J� 2, AT THE INTERSECTION OF CHIMNEYS OR OTHER MAS❑NARY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH F B C R - 3 0 2 I 1 L� STEPS THROUGH WINDOW JAMB QIN WATER SHEDDING FASHION, PROJECTING LIPS ON BOTH SIDES UNDER STUCCO C❑PINGS STARTING AT THE BASE OF THE WALL 6 WORKING TOWARDS SEALANT BEAD TO THE F 3, UNDER AND AT THE ENDS OF MAS❑NARY, WOOD OR METAL COPINGS AND SILLS THE TOP, INSTALL THE WRB ACE OF THE BEHIND MOUNTING SHEATHING. CUT AN INVERTED 'Y' FLANGE. 4, CONTINUOUSLY ABOVE ALL PR❑JECTINr WOOD TRIM INSTALL 6' WIDESELF ADHESIVE SILL FLASHINGrHAT EXTENDS 4' X X 5, WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD-FRAMED CONSTRUCTION BEYOND ENING APPLY BEAD OF SEALANT AT BACK OF WINDOW 6, AT WALL AND ROOF INTERSECTIONS FLANGE 5 SET WINDOW USING PAN HEAD SCREWS TO 7, AT BUILT-IN GUTTERS FACILITATE NSPECTION. FLASHING APPLY A 4' SELF ADHESIVE JAMB FLASHING OVERLAPPING THE ®JAMB FLASHING WINDOW FLANGE EXTENDED 4' APPLY CONT SELF ADHESIVE FLASHING THAT PAST THE ROUGH OPENING EXTENDS ATLFAST 4"BEYOND ROUGH OPENING ®APPLY A 4'SELF ADHESIVE HEAD 'O, FLASHING OVERLAPPING THE WINDOW FLANGE EXTENDED 4' PAST THE ROUGH OPENING QREMOVE PREVIOUSLY APPLIED TAPE,ALLOWING WRB TO LAY FLAT OVER HEAD FLASHING. SECURE WRB APPLY NEW SHEATHING TAPE AT HEAD OVER DIAGONAL CUT - SEE DIAGRAM. R FLASHING AT HEAD ® EXTENDS V BEYOND O JAMB FLASHING, OHEAD FLASHING EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. A P.T. 2x4 SILL PLATE JAMB FLASHING A EXTEND JAMB FLASHING TO OVERLAP SILL W SEAL FLASHING. EXTEND I . JAMB FLASHING 8 W ABOVE ROUGH OPENING AT HEAD. TUCK TOP [IF JAMB FLASHING 4" SEALANT UNDER THE FLAP OF WRB AT THE I " AIRSPACE HEAD. SEE DIAGRAM. q SILL FLASHING sT:. VALLEY SHINGLE IN A SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE INSTALL SHINGLES USING WEAVE METHOD o UBBER FLASHING MEMBRANE O PLUMB,AND LEVEL CONDITION. USE CORROSION RESISTA° n 0 WINDOW NT FASTENERS, FASTEN MANUFACTURER SPECIFICATIONS.WINDOWS PER 1, EXTEND (1) FULL END SHINGLE MIN 12' PAST FLASKING DETAILS and SHINGLE INFORMATI0 WEEPHOLE 32" O.C. CENTER LINE [IF VALLEY, SEE WRITTEN MANUF SHINGLES SCALE: 1/2"= V-0" ' m WEATHER RESISTANT WRITTEN INSTRUCTION FOR ADDITIONAL INST INSTRUCTIONBARRIER (WRB) INFORMATION, 2 3/4" AT A 45 DEGREE ANGLE,CAREFULLY CUT THE UL CLASS A FIRE RATING: VALLEY FLASHING: FASTENING: _ GROUT SOLID BARRIER IXJ A DIAGONAL, GENTLY RAISE THE o4- 11 or 12 GAUGE I-I — TOP EDGE OF THE BARRIER UP AND TAPE THE I I WB CORNERS ENTER TO THE EXTERIOR SURFACE ABOVE 2, D❑ NOT NAIL MIN 6' FROM VALLEY CENTER LINE ASTM D 3018, TYPE I 26 GA GALVANIZED CO I=III—III=I 18"WIDE FLASHING NAILS 1 1/4"LONG > _ _ _ 5" N INTERI❑R VIEW UL WIND RESISTANCE: w 3/8"DIA.HEAD i\ III—I I-III—III TOP LEFT CORNER OF WINDOW ASTM D 3161,TYPE I 26 GA. GALVANIZED N (MODIFIED TO 110MPH) C "Z"FLASHING 51 3/8"of 5/8" (WHERE EXTERIOR BUILDING 32 GA.GALVANIZED PANELS JOIN HORIZONTALY) 26 GA.GALVANIZED 26 GA. GALVANIZED '2"FLASHING 2 1/2"METAL DRIP EDGE 5 X 5 ANGLE FLASHING OVER PRE-ENG WOOD TRUSSES 26 GA.GALVANIZED i 12 5X5ANGLEFLASHING (NOT TO SCALE) /� (NOT TO SCALE) B C BRICK @ F❑UNDATI❑N DETAIL �--� \ FIBERGLASS SHINGLES SEE /y 24' WIDE METAL VALLEY FLASHING � r (WHERE CHIMNEYS AND \\ OVER 15# FELT OVER 7/16' OSB ON 15#FELT ELEV.I WALLS MEET ROOF) OVER 7/16"O.S.B. PIPE BOOT W/1/2"CLIPS PRE-ENGINEERED GALVANIZED METAL O \ TRUSSES @ 24"O.C. FLANGE \ R-30 INSULATION FOR STEMWALL AND BLOCK CONSTRUCTION i A SEE ENGINEERING SHEETS 1/2"CEILING BOARD N 2X6 FASCIA or 5/8"SHEETROCK u 26 GA.GALVANIZED DOUBLE 2x TOP PLATE 2 G METAL DRIP EDGE " ` 16O.H. W/APPROV. HURRICANE UNLESS FIBERGLASS SHINGLES M (SEE ELEV. FOR FASCIA TYPE) OTHERWISE ANCHOR AT ENDS OF PLUMBING STACK FLASHING DETAIL M NOTED VINYL SOFFIT EACH TRUSS (NOT TO SCALE) d' VALLEY FLASHING NOT TO SCALE r Ill(9) LR- 30 INSULATI❑N k FIBERGLASS SHINGLE ROOFING OVER a j UNDERLAYMENT FASCIA STYLE INSTALL SHINGLES OVER , W ORV VENT FLANGE AT HEAD PER BUILDER DRYWALL OR OTHER INTERIOR FINISH MATERIAL, IF APPLICABLE GALVANIZED METAL ORV W/ BAFFLE VINYL SOFFIT CTYP, SET IN PLASTIC ROOF CEMENT OR 16" O.H. SEALANT UNLESS FIBERGLASS SHINGLES SEE ELEVATI❑NS F❑ *HANDRAIL NOTE: SCREEN j/ OTHERWISE EXTERI❑R FINISH MATERIAL DEPENDING ON FIELD CONDITIONS, FINISH FLOOR, AS NOTED ELSEWHERE DEMINSIONS MAY VARY BUT MUST R-13 INSULATI❑N INSTALL ORV FLANGE I COMPLY WITH FLORIDA BUILDING CODES OVER SHINGLES AT BASE 8311 .5.6-R311 .5.6.3 FOR HANDRAIL N HEIGHT, CONTINUITY, AND SIZE. 7/16' OSB OVER — a ENG WOOD TRUSSES LR- INSULATI❑N II—III=LILT _ _ =-Tr- - HEIGHT: MUST BE BETWEEN 34"-38" MEASURED a VERTICALLY FROM SLOPED PLANE, *CONTINUITY: HANDRAIL MUST BE CONTIUOUS FASCIA STYL A THROUGH FULL LENGTH OF FLIGHT FROM POINT DIRECTLY PER BUILDER =` DRYWALL OR OTHER INTERIOR ABOVE HIEGHEST RISER TO POINT DIRECTLY ABOVE LOWEST FINISH MATERIAL, IF APPLICABLE RISER. HANDRAIL ENDS SHOULD TERMINATE IN NEWEL TYPICAL WALL SECTION POSTS OR SAFETY TERMINAL OR RETURN TO WALL. OFF- RIDGE VENT VINYL SOFFIT (TYP, HANDRAILS SHALL BE ALLOWED TO BE INTERRUPTED BY NOT T❑ SCALE NOT TO SCALE NEWEL POSTS. 0 v SEE ELEVATI❑NS FO SIZE: SHALL HAVE OUTSIDE DIAMETER B/T 1Y4"-2" IF r l EXTERIOR FINISH MATERIAL XN❑TE: THIS WALL SECTI❑N IS FOR AESTHETIC PURPOSES ONLY, CIRCULAR. SHALL HAVE B/T 4"-6" PERIMETER IF NOT / VERIFY ALL CONDITIONS SHOWN WITH BUILDER, STRUCTURAL CONDITI❑NS ARE DESCRIBED IN DETAIL ON SHEET ST1, ct .� 1 1, APPROVED WEATHER BARRIER OVER ❑S 6" CEILING BOARD CC3 2, CUT WEATHER BARRIER IN AND 16"FLOOR TRUSS AROUND JAMBS *GUARDRAIL NOTE: )KSTAIR NOTE: 5, INSTALL 4' WIDE SELF-ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRAME BY 1/4' DEPENDING ON FIELD CONDITIONS, DEPENDING ON FIELD CONDITI❑NS, 6, INSTALL 4' WIDE SELF-ADHERING MEMBRANE DEMINSIONS MAY VARY BUT MUST DEMINSIONS MAY VARY BUT MUST FLASHING OVERLAPPING DOOR FRAME BY 1/4° % COMPLY WITH FLORIDA BUILDING CODES COMPLY WITH FLORIDA BUILDING CODE N AND 1° BEYOND DOOR JAMB 3, SET THRESHOLD IN BED OF SEALANT FINISH FLOOR, R312.1 -R312.2 FOR GUARDRAIL 8311,5,1-R311,5,5 FOR TREAD DEPTH N \ AS NOTED ELSEWHERE REQUIREMENTS AND OPENINGS AND RISER HEIGHTS AND STAIR WIDTH O 4, INSTALL DOOR PER MANUFACTURES R-13 INSULATION *HEIGHT: SHALL BE 36" MIN. WHEN PORCH, BALCONY, )KRISERS173/' MAX, W/ NO MORE THAN 3/' DIFFERENCEI-� WRITTEN INSTRUCTIONS OR RAISED FLOOR ECXEEDS 30" ABOVE FLOOR OR GRADES; B/T HEIGHEST AND LOWEST RISER, $ SHALL BE 34" ON OPEN SIDES OF STAIRS EXCEEDS 30" OR xTREADSI 10' MINIMUM DEPTH W/ NO MORE THAN3/8' a aMORE ABOVE FLOOR OR GRADE, DIFFERENCE B/T LONGEST AND SHORTEST TREAD, Revised: rr c *OPENINGS: SHALL HAVE INTERMEDIATE RAILS OR THE SUM OF 2 TREADS AND 1 RISER TO BE NOT LESS THAN DOOR FLASHING INSTALLATION AND DETAIL I I=I I Ir I I I= 'a . CLOSURES WHICH DO NOT ALLOW PASSAGE OF SPHERE 4" 24' AND NOT MORE THAN 25" 4/8/15 OR GREATER IN DIAMETER. REQUIRED GUARDS ON THE )KWIDTH: 36' MINIMUM CLEAR WIDTH ABOVE HANDRAIL NOT TO SCALE SIDES OF STAIR TREADS SHALL NOT ALLOW SPHERE AND 31Y2' BELOW HANDRAIL, FOR STEMWALL AND BLOCK CONSTRUCTION GREATER THAN 4%" IN DIAMETER TO PASS THROUGH. SEE ENGINEERING SHEETS TYPICAL WALL SECTION 2&3 STORY ROOF VENTS = 1 LN FT FOR EVERY 160 SQ T OF ROOF PER FBC R 806 DETAL SHEET C " N N _. - a � � a. O O m � � ---------------I I_------- W N > T-J q �L-I o I B z f z I Iz o i - z O o b- O w W W Z � o � g I ol 28'-11" f 18'-6" 4 I I g I �� U) U) 2'-0" 2'-2"- 3'-0" 8-2 T-01. 2 r_2n 14'-1 14'-04" L ; A Qr J cV A N - - -I � I -1 N ----------- I --- - - Q J- - I L------------I w o o L Q i 0 - ----- B z r / -- oFn 8'-8" > f7 // j / \ ` \ M W O r- N z .7 I 8'CF) r -4. I 4'-2" I ' --��, 13'-11" I 3'-1 " 6'-8" I } i --- -� I z I i 1 I i t -I I------------ ---- I Q.. ------------ I ------------------1 N I i i ih I A 4 I Q} H I , ICID -I L �- -------- II _ _ I 11 I i -- -- --- -- z V M l i 1 I i t l i I---- T -I } -� �------- -------- U N 1 I l i co `o 11 I I L--J ' ---� , Z U M r O I I i I I I l i 1 4 i ; I i ; I 00 L1.J U U- , I 1 li I 0 I, IS1.02 IS1.02 -1 l i I 7'-0----- --- ------ - V JWm ------------ ? co _ U=W I i-; -------------� i I I ► I ---------t I I ' -------- N I I I L-- -- _ --------------- --------- ----- ' I - - -- - ---------- - ---------------------- ---------- I i I ; _ � I , I r � Z U l l i1--7---------- ------------------------ I I io I l Q Q f- 11 1 i t j I I i 1 M 11 I ; II I z LD I" Q I'I V - �-------- ~ l } I I I IIN I I I } �----- O Q } I I I } I I 1 I II I o J I i t I I 1 I I S1.02 I , I (n 1 I I I I I i II I N 1 � I S1.02 V fV o 3 I I I I I 3- 0 m(9 Q� 20 } I ...3 S1.02 bo r I I 00 I C) co 1'-02-1 u C; I I S1.02 I I I N �� } I I I 1 i 2'-83'-8" Z i1 1 I S1.02 --- ----- --------------- _ ------- ------ ----- a? -------- ' 1 I z 2 ( i I I �lN 1 I S1.02 ---- - - -- -}— I - - - } I r-- ----I ` I I l i 4 rbN S1.02 I i i O 11 o I I I I I �------------- I ' , I CD I --T--------� I I I —1 I S1.02 I to 1 ' i---------------1 N I I----------------- I I I _---------- - - — — _— _I- —_— _ _� - _ -I r- --- -1 r--- I I I -----J I I I I I I 1 I l 1 N -- - -- - -- ----I-{-G- - -- -I- I-I---- I -h L_-- ----- _ z 1 ; I -- - - � -- - ----�-+ -I-- --I-) - I i-- - -1- L�---------N i 4 2 I I I I ; I S1.02 VO2I i FILE o --- - -�- - - - - l i 1 i I I 1 N -- - - - I ------L------------) 1 ; I �N I - 1 i i N 1 J I 1 I 1 1 I i I �Icv N p 1 I I I I } I 1 i 1 I ' I 22'-51 12'-42' l i i 1 N 0 co - 1 ' I I I 3'-8"-�2'-211- -4'-10.. I I ® y� I I 9'"8�� -6'-10" I 4 I 'I I I 1 ; i I T" N c w¢ p� mm ON I O o•O EACH INSPECTION I I i j bN I I I I I l 1 2 5 1 1 1 ; I 00 1 I I I I 3 I I 1 S1.02 S1.02 1 1 I ca o S1.02 I I S1.02 1 , I --------� ' IS1.02 1 ; 1 j _ i I ———— — _- i REVIEWED FOR CODE C OMPL1ANC� -- ------------- 1 -�/� ----------J--i I I I i I 1 I i ' ---- -------- -- J CITY i ®E'A'TL,ANTIC BEACHc � � RS +% U a -- - SEE PERMITS FOR ADDITIONAt,. aa) 2 in 0 I L------ --------------- -------------- I S1.02 I r REQUIR�EMENTSAPID CONDITIONS -0 =, � 1 I I 1 L ----- l i ' I > . ------------- I 1 �' 1 i i t S1.02 l i 1 i I C � a o I i i t I I I 5 1 5 2 I 0 It REVIEWED BY: l'1 . N `o __ I Cl) 1 I I - I I —————————— ———————————— I -�---- ------------------------------------------ --- --------------------------� S1.02 S1.02 YS102 S102 i � I rp In I L----- ------------ ------- ---------------------- r----- I I - --------- —1 I I L---------- --- --------- 1 L__J r�--J r I ; --- -------- ---- - -- - _ --- I �� ., --J r 'I —L ---- -------- ---- - - ---- -------- -- 93 4 t10 OUNDATION PLA1 S . 2 1 IL------ --------� q 8"x8"THICKENED EDGE WITH �' L ———————————— Q ----- (1)#4 CONTINUOUS 1.. 18-61 1'-6" 4 11-8 1 Q Sheet o. ' 2'-0" 8'-0" 2'-0" g 18"x18"x12" DEEP FOOTING 1'-5 ..2 _ 9,-0„ 9'-0' WITH (2)#5 BARS EACH WAY I 16-0' 31'-72" 1'-10" 8�-g" 2'-0" 23-6 12'-0" � 24"x24"x12" DEEP FOOTING � �, 3 �- WITH(3)#5 BARS EACH WAY j t � 58'-11" 93'-72.. f 4 of 8 T rein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization by Alexander Grace Consulfing,Inc.,shall be without liability to Alexander Grace Consulting,Inc. and designs presented he Y the concepts a 9 Pm This document,together with p m es z .. .. E D � 11'-2" IT-O" Q C9 m 0 T- A -� U') > i I o W I I 4 o I I a I I z .. W I � M z g vo CL o I I W I I I W a 18'-6" 14' " 11'-2" I 7'-6"19'-6" 2'-0" 2'-2" T-0" 8'-2" T-02'-2" 14'-0 _ / ---------------------- I -- - - —I- - I L-----------1 N M O i -----------� �� i v) / � o �J L� W o 1 I I i --, " _ > o J a, 8-4 I 4-2 4-6 WW, z �- I li ' ol13'-11" T-1" 6'-8" II ( I ; --------------------- -� I -I Ii t I I I r----------------------------------------I I I A (o75 75 CV I I I (O = I I I I L ---- ----� 0 I I I I -1 r 1 0 F_- o) I i I I i I------ -- --- ----I I I (� W Z m L-J I i------- -------i I c) U I I I I 1 I I I I I r B I I I I � Oz M T -------- J i ( S1.02 I i , I i t 1 l i I W 2 UL L--- - --- ------------------- -- - I I , I S1.02 U 04 I i I ( , = I l i `-° J i t l i I T-0" U W 3 N I I I , I I --- I I I ' (F1� - -------------------------------------- ----------------------------� •'' - - LL—— - ————————- - --------------- I I I Ir---------'1 I � � -------------------J i I I r-- (� W U W l i i t-----� II A I a0 F- 1I Z iI I I L-------- ------------------------------ 41'I I r0, Q V N �'- iJ > N Q I I I S1102 I I S1.02 V.O2i i II A i o J N Q I I I I I I II I 0 o / , IL--------J I I I i i ; i i I I i 3 M a r S03 ' m � 2 (9 o CL o o T-421' . N co I I N I I I 2� P S1.02 I I I I 1 1 -0- I -8,. 3-0" l I I S102 ------- ----------------------I--I------------I i z I I I I ' --------------- --------------------------1=D-----------------------� _ -- ----- I Q -- J co I i I S1.02 - - I ' I ---' - - '- - ' - -- ' ' � - - - -!- - - I i , � --- �- -------------------i - I ^ � L.L. - - - I --- I - - I , I r — I - I SIN j �-———————————— I I I I I I —I Z� I i --------- —I-------t---�------� , I , �-----------i I ' 1 4 -CP S1.02 , I co i - - - - I� --- -=------j - -! !-- --- -� - - - ---j-� - - I I S1.02 I � L� I - - - -- I-I ------- -------- ----� , _ --------- ------ r-- I I--- -� I I I I I I S I I I I I I I I I I I i I I I i i I I - - - --- - - - - - -- (--I-�I- - --I-�-i-- --- �-I I I i 1-------- ---- ---------------- q I I I I I f 2 r-------------I VO2I t l_ - ____ o C� 171 � I III I _I N 111 9'-8" 6'-10" I-3'-8" 2'-24" 4'-10" i 5'..9' 8'-0" T-42" I I 22'-52" 12'-42" ' I I N I! I I V N rN I I I I I I I I I i I I c �N W¢ Cato fn a O 1 I i t S1.02 I I 2 5 � i i I p o S1.02 I i I I I I S1. 2 I i I S1.02 S1.02 "" CDL ---------- --- -------- --; I I I , I to r--- c� ----- --------------- ------------------------�--,� I I I I I N N ----------- --_� I I I 1 I r ----- ---- I (D °' ------------------- --I i i t I I 1 i I S1.02 I ; r -- J 'CO: 1 U- F -------- Qtn o I I I S1.02 ► I l i i I T �' to _ _ c w I I ------------- i I 5 1 5 2 I I o o 14 I I --------------- -------t S1.02 ; ' _rt o `o I I --------------- -------------J--—L--- cfl., cc,) Y N --- --------------------------- --------------------- S1.02 S1.02 S1.02 I , I ' _ _ _ I I ; I O M rn L--J F 1 I_--� r o , i �---------- ------ ------ ----------I ——————— ———————— I I I I I � N I j �--- — ———— - --- ———— --- L -- j µ�y:Fe.G ri W�b7�df .i �N Alf �— -- -------- ———— — — ———— -- 'ar 91 I l i I I L E C" 18'-6-1" 00 I 51.02 L— ———————————-- L----- ------------------------j I --- ------------ a 0 v � � R,, �`�� 2 r 2'-0" 8'-6" 16'-0" —31'-74" 9'-0" 9'-0" 2'-0" 8'-0" 2'-0" °"""'° Sheet No. 1'-10" 1'-10" 58'-14" 23',-6" 12'-0" , 93'-74" S1 , 01 2 OF 8 This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization by Alexander Grace Consulting,Inc.,shall be without liability to Alexander Grace Consulting,Inc. C, C9 Q � m CONTINUOUS BOND BEAM WITH 2500 PSI CONTINUOUS BOND BEAM WITH 3000 PSICON RETE AND(1)#5 BAR CONCRETE AND (1)#5 BAR FINIS ED GRADE W FIBER REINFORCED CONCRETE SLAB,4" `" THICK UNLESS NOTED OTHERWISE ON FIBER REINFORCED CONCRETE SLAB,4" o PLAN. _ THICKCl UNLESS NOTED OTHERWISE ON v Z PLAN. Q _- 8"X16"CMU STEMWALL.STEMWALL = - VARI S WITH GARAGE SLOPE W ,III= VERTICAL REINFORCEMENT TO BE#5 = — 8"X16'CMU STEMWALL.STEMWALL DEFORMED BARS AT 48"O.C. FILL CELLS - _'° a VERT CAL REINFORCEMENT TO BE#5 0 WITH 3000 psi CONCRETE. = = I I I I _ DEFO MED BARS AT 48"O.C. FILL CELLS z o o WITH 3000 psi CONCRETE. i o b- o =1 I I = III=III= ONE STORY: d=8",b=16", (2)94 BARS ONE TORY: d=8", b=16", (2)#4 BARS ° ° ° d ai W Jill l TWO STORY: d=10", b=20", (3)#4 BARS _ I I=1 I=�I= _=1 ( 1=1 I I I I TWO TORY: d=10", b=20", (3)#4 BARS ° ° a ° I4�� wp ai ° — THREE STORY: d=12", b=24", (2)#5 BARS _ I I III - - I I—I I = Co THRE STORY: d=12", b=24", 2)#5 BARS _ ° ° -- = I I - SEE PLANS FOR CURB HEIGHT cn 2 - - I�- ° VERTICAL REINFORCEMENT TO HAVE 9" I ° ° a a ° „ 111I ° — —I ( VERTICAL REINFORCEMENT TO HAVE 9 I I— - BEND AT BOTTOM AND BE EMBEDDED 4" BEND AT BOTTOM AND BE EMBEDDED 4" - 1--!k�--I—I I 6 MIL VAPOR BARRIER OR EQUIVALENT I I — a I- =III= INTO TOP COURSE. I I ( ( ( I I I WATERPROOFING BETWEEN COMPACTED 8" — X 8 I — I i I 0 4 I �° • a ° INTO OP COURSE. I — ' ' — — — � ��I I i 'i III —' ' — SUBBASE AND FOOTING/SLAB - -111=� I ` � I � , III- v -_ _ _ 6 MIL VAPOR BARRIER OR f- I—III– I I— 11= – — I— w _ =b i I— —) I I—III—I I ( III—III— FOOTING TO BEAR ON FIRM =III=I 1 1=1 1 I.-I I I=1 I I= FOOT NG TO BEAR ON FIRM UNDISTURBED ONE STORY: X= 12"WITH(2)#4 8" 8"�f4" EQUIVALENT WATERPROOFING o UNDISTURBED SOIL. SOIL. TWO-STORY: X= 16"WITH(3)#4 BETWEEN COMPACTED SUBBASE o THREE-STORY:X=20"WITH(3)#5 AND FOOTING/SLAB U) > d a z &3/ 2 GARAGE STEM ALL FOOTING INTERIOR BEARING FOOTING 5 CURB STEP SECTION "= 1'-0" 3/4"= 1'-0" 3/4"= 1'-0" 3/4"= 1'-0" z 0- 2 N O I_- 1/8"WIDE SA CUT. V W z co o ° M y p ° O SLAB.SEE FOUNDATION t.-. W U LL ° ° SECTIONS. U ° ° ° °W° a' F- GROUND BELOW 00 -IIII I 1—I 1 (—I IIII—III—III= Z U 1=) 11=I 1 I=III=III=III=1 I I— FOOTING AND SLAB POURED z A Z -1 I Ed I I I 1=1 I I I I -I I III=1 1=) 11=III1 11=III=III=I 11=�I WITH 3000psi CONCRETE WITH O Q 8"THICKENED _ _ I___] _ _ _ _ _ - 12„— FIBERMESH. V > N Q EDGE WITH(1)#4 _III—III—II1=1II—I I i—III—III_ FINISHED , I � F- GRADE - SAWCUT NOTES: 'i_ ° �— I �=1N O ° _ _ ..a 1. SAWCUTS ARE MIN 1/4"THE DEPTH OF THE SLAB, BUT NOT 6 MIL VAPOR BARRIER OR Q LESS THAN 1". IIII I (—I I (—III=III- EQUIVALENT WATERPROOFING Q 2. MAX JOINT SPACING IS 12'O.C. BETWEEN COMPACTED U III-1 II I —�i—�I I=I I 3. SAWCUT PANELS SHOULD BE SQUAREOR NEARLY SO. 4. LENGTH TO WIDTH SHALL NOT EXCEED1.5:1, SUBBASE AND FOOTING/SLAB FOOTING, PER PLAN 4 V314" ICKENED EDGE 5 CONTROL JOI T DETAIL 6 THICKENED EDGE DETAIL TLD 1-0 3 1 0 3/4 1 0 o N 7 ? U yCL r O U Q t W w O k , a� O U_ U OD N t�j t 0) i W Q :t:: (L U 3 m m In v� O o.o tL LL N CU o u� i N 04 � � J Q 7 U_ X 6 Q U) m o fi r Cl) > Cq C N U) ai N rD Y CU U 0 O M 61 Z .''� r° V eta �� z.'• `Gs V " �0. 5ORE C011421h V, or, y r V u v � i p �yyv bM ER Sheet No. T S P . S�N EF 51002 C NSP T 3 OF 8 This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without writtej authorization by Alexander Grace Consulting,Inc.,shall be without liability to Alexander Grace Consulting,Inc. t e ;. Q 0 0 c9 ------------------------------------------------------____________ FRAMING NOTES AND LEGEND m --------------------------------------------- (3)2X12 TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYRUNO. N W I B STUD MATERIAL: 2x No.2 SPF, UNO. o W 0 1 TYP PORCH HEADERS: Q POSTS ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, z UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X g 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO E 0 (2)2X12 MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE Z p U E THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. $ a W W O of u W HEADER NOTATION IS: 0) w Z I I WD0 55 g ' NUMBER OF PLIES IN HEADER a EZ i NUMBER OF KING STUDS ------ (2)2X12----- -------- - 2X12-------------- __ (2),M,2:1 ------ ; / ------------------ __----•--__--__—_—_------ � } � N I I ' �- NUMBER OF CRIPPLE STUDS W 0 0 EZ CASTCRETE 8F8-16/1T I I I I II (PRECAST) SIZE OF DIMENSIONAL LUMBER z o CAST8F8-1RETE------------------ --------------8F8-1B//BYTE /��// j i i i SHEAR WALLS: > o (PRECAST) (PRECAST) j 4 i i (2)2X12 ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE W Z TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC r G g G S3.01 F i i THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED ' (3)2X12 3 2X12 TYP i (2)2X12 i BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, ARE NOTED ON THE PLAN. CASTCRETE --- --- -- --- -- --- --- --- --- -- - -- --- --- --- -- --- --- - ;�. /// 8F8-1B/1T - --- --- -- --- --- --- --- --- --- -- - -- --- --- --- -- --- --- --- -- - / i i Z EZ i / CASTCRETE 8F8-1B/1T PRECAST (PRECAST) i ( ) /r 1 CASTCRETE SW -#IS# SHEARWALL LOCATION 8F8F1B/1T I I SEE DETAILS FOR FASTENERS (PRECAST) j j CV 77- -----------------------------N ,r - - -- -- --------y'J�' / /�� 0 z G ---------- - - - -----------------JLY / SHEET NUMBER W cc oil (2)2X12 j DETAIL NUMBER Z V cV F CASTCRETE / 1 Z U M S3.01 % 53`01 / (RECESSED) / SHEAR WALL DESIGNATION - U J , � j / 8RF / S3.01 � _ � / / / BM3 / % PORCH/GLULAM BEAM V W = //// /r /i // i B M4 m Q CASTCRETE W U W CASTCRETE CASTCRETE CASTCRETE CASTCRETE F 8RF6-1B/1T m D i 8RF10-1B/1T 8RF10-1B/1T 8F12-1B/1T 8RF6-1B/1T (RECESSED) F % HIGH UPLIFT DESIGNATION. ~ Z U CASTCRETE j 12 # (n 8F8-1B/1T (RECESSED) (RECESSED) (PRECAST) (RECESSED) / / Q H I S3.02 / / / Z (PRECAST) ; j / / / ST-# DETAIL NUMBER Q Z i ' 41 4 R F�- / SHEET NUMBER ----------------------------------- S3.01 CASTCRETE / X � N Q j TYP 8RF10-16/1T CD ( 2X61:1 j _.I I--- (RECESSED) j TRUSS/BEAM LABEL jj i i CASTCRETE8F8-1B/1T 4 UPLIFT CONNECTION U) CASTCRETE (PRECAST) S3.01 Q 8F8-1B/1T ' ' S3 01 (PRECAST) j �,P INTERIOR BEARING WALL o TYP V ® 1-STORY THREADED ROD i 2-STORY THREADED ROD o I CASTC�ZETE ' i i G.. > > a) M o PRECAST i i �; / m C9 m C9 2 c9 0 INDICATES GLAZING CLASSIFIED AS END ZONE. Y � o ( ) I I , , ` j EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF 3 a 45 STRUCTURE WILL BE CLASSIFIED AS INTERIOR U a 0 2 ; ZONE.SEE"COMPONENT AND CLADDING DESIGN PRESSURES, ON COVER SHEET. S3.02 ----- , �.. �� % �, �� 8"CMU WALL A D s ' 6 % i/; �/ i ;, %, INTERIOR 2X BEARING WALL II I I j on CF S1 CR,ATE i / / I I i i �, ilii ii//i. i, . 7 i i ii i / // /// 8 8�BT `� I S3.02 i i (2)2X6 1:1 / INTERIOR BEARING WALL-FLOOR BEARING (2)2X6 1:1 CASTCRETE / , PRECA T)— I I 10 ------- ONLY.NO HURRICANE STRAPPING EZ ( i i -__--'- < / q 8RF6-1B/1T / REQUIRED. W S3.02 II I I i (2)2X6 1:1 < j 10 (RECESSED) j ^ I -J 1161 ---------- / S3.02 % L.L / " ' ' ' "" , EZ VERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF W ----_, ; (2)2X6 1:1 i { i 3 A STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO v S3.01 O STUD GROUP WITH 2 MSTA24. FASTEN STUD GROUP TO FOOTING EZ j (2)2X6 1:1 WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS I— — ` I (2)2X6 1:1 I I WITHIN 12"OF BEARING, NO LTT20B IS REQUIRED. U) I 3 / 2 I �------ ----/' ' '-T-------------- � 10 ' ' _-___-_ � � �_ � PLACE 8X8 PERMACAST COLUMN UNDER BEAM BEARING. FASTEN ry (2)2X6 1:1 OB BEAM TO POST WITH (2)MSTA24. FASTEN POST TO FOOTING WITH ----- -- S3.02 (2)2X6 1:1 / ABU66. USE 10d NAILS IN ALL HOLES. U- - - -- S3.02 / 2x8 NO.2 SYP LEDGER (2)2X6 1:1 j FASTEN SCREWS O EACH STUD/TRUSS VERTICAL WITH (3)1/4"X4"WOOD / -------------------- -------- -i I ' FASTEN TO BAND BOARD WITH(3)ROWS OF 1/4"X4"WOOD co % SCREWS AT 16"O.C. FASTEN LAST STUD OF PROPOSED WALL TO EXISTING FRAMING / D WITH 10d NAILS AT 3"O.C. 00 CN CM U) i / C rn r0 1 , j SHEATH PORCH BOTTOM CHORDS/CEILING JOISTS WITH 7/16"OSB �' w S3.01 / j OE FASTENED WITH 8d COMMON NAILS AT 6"O.C. ON EDGE, 12"O.C. IN = Q-U FIELD. v v / t O .o.° % j LVL TO CMU WITH (2)MTSM16, 10d NAILS IN ALL HOLES IN LVL, U W W ___ % F� 1/4"X2-1/4"TITENS/TAPCONS IN BLOCK. v j ------- i � A ; / W iiBM5 L a�oi °NN' BEAM TO CMU WITH HUC410, 10d NAILS IN ALL HOLES IN LVL, m 8F12-1B/1T O 1/4"X2-1/4"TITENS/TAPCONS IN BLOCK.CASx 3 ` p (PRECAST) ` to o CASTCRETE Q 63 , / O g PLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST � � � o 8F8-113/1T Np H WITH (2)MSTA24. FASTEN POST TO FOOTING WITH ABU66. USE 10d � M o0 CASTCRETE 8F8-1B/1T(PRECAST) (PRECAST) i / S3.01 O O o NAILS IN ALL HOLES. N V1 . U j CASTCRETE Ay//k/ %k . �'8RF10-1B/1T C 1 /, „� 15111 19 0 1�/ /r �~�'� NA AY! (RECESSED) i 4 CASTCRETE CASTCRETE E I I S3.01 EZ • • \,\Z (2)2X12 I I S3.01 8F12-1B/1T 8F12-1B/1T °L I I O (2)2X12 TYP (PRECAST) (PRECAST) No. S �� o - S3.01 TYP FILS3.01 ° (2)2x12 copy T --- --------------------� � �— I TYP PORCH '�e �tS' +"°r ••:- H POSTS H TYP PORCH GEOFF' a POSTS o "1 15 Sheet No. Of C S , 4 S2m01 _f=:z%F1RST , LEVEL WALL PLAN S :_ H 4 of 8 This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization by Alexander Grace G,osulting,Inc.,shall be without liability to Alexander Grace Consulting,Inc. � C7 a � c7 __________________________________________________, FRAMING NOTES AND LEGEND m I I TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP, UNO. N w I STUD MATERIAL: 2x No.2 SPF, UNO. o W I I HEADERS: Z � Q I I ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, z UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" XL: Uj i 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO E 0 MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE z' p 0 THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. o d o I I I I HEADER NOTATION IS: w I I w 7) 0 fn I I NUMBER OF PLIES IN HEADER U) NUMBER OF KING STUDS t I I I (2),2x6,2:1 NUMBER OF CRIPPLE STUDS W o SIZE OF DIMENSIONAL LUMBER fn Q ' `�\ I Z I — --- ----- SHEAR WALLS: U o I 21 ; ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE Z t ; TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC I O S3.03 ; THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, ARE NOTED ON THE PLAN. }- I I (2)2X12 (2)2X12 --------------- Z '�—(HEAD R 1:1 SW -tf'/S SHEARWALL LOCATION I I SEE DETAILS FOR FASTENERS 2 04 1 i i i O F- ' O 16 S3.02 =------------------------------------1----------------F--- U J Z SHEET NUMBER U N 21 S3.02 15 21 i ; DETAIL NUMBER Z U CV 53.03 U2 T80 VO2 S3.03 SHEAR WALL DESIGNATION O W = O I 1 ' 1 PORCH/GLULAM BEAM v W U I (2)2X8 CONTINUOUS HEADER 2:1 (2)2X6 CONT i 1=# 1 ! HEADER 1:1 ; HIGH UPLIFT DESIGNATION. m Z U Z _3 rrnn Q F- ST-# DETAIL NUMBER O V Q J I I I IF— ( ; X SHEET NUMBER > N Q I J I TRUSS/BEAM LABEL I 1 UPLIFT CONNECTION (n I I , I ; INTERIOR BEARING WALL O 1 , r l I t 1-STORY THREADED ROD 1 � 1 i • � I ® - 2STORY THREADED ROD ' T O N z0 21 INDICATES GLAZING CLASSIFIED AS END ZONE. o3: 0 3: o ( IW S3.03 EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF 1 x Q ; STRUCTURE WILL BE CLASSIFIED AS INTERIOR Q ZONE.SEE"COMPONENT AND CLADDING DESIGN PRESSURES,"ON COVER SHEET. �\ t 1 S3 02 8"CMU WALL I I A ' i / %/ /// INTERIOR 2X BEARING WALL t tZ------------------------------------- ` 1 i I 1XXXX>1-1<XXX>000< INTERIOR BEARING WALL-FLOOR BEARING W 1 i ONLY. NO HURRICANE STRAPPING C A (2)2X12 SREQUIRED. > 3.02 J I e W 0— I a 2 2X6 1:1 ; VERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF A ; O STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO Q 11i STUD GROUP WITH (2)MSTA24.FASTEN STUD GROUP TO FOOTING z 53.02 (2)2X12 i WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS I WITHIN 12 OF BEARING, NO LTT20B IS REQUIRED. O C I PLACE 8X8 PERMACAST COLUMN UNDER BEAM BEARING. FASTEN f , O BEAM TO POST WITH (2)MSTA24. FASTEN POST TO FOOTING WITH V I A i s ABU66. USE 10d NAILS IN ALL HOLES. I I x i 2x8 N0.2 SYP LEDGER U I C • FASTEN TO EACH STUD/TRUSS VERTICAL WITH(3)1/4"X4"WOOD I I I I I � SCREWS FASTEN TO BAND BOARD WITH(3)ROWS OF 1/4"X4"WOOD i SCREWS AT 16"O.C. I S 1 O 3 FASTEN LAST STUD OF PROPOSED WALL TO EXISTING FRAMING 2 RA S3.02 ' D WITH 10d NAILS AT 3"O.C. t , V CO N 0) SHEATH PORCH BOTTOM CHORDS/CEILING JOISTS WITH 7/16"OSBUj O FASTENED WITH 8d COMMON NAILS AT 6"O.C. ON EDGE, 12"U.C. IN v to m t FIELD. p 06 j LVL TO CMU WITH(2)MTSM16, 10d NAILS IN ALL HOLES IN LVL, U "" O 1/4"X2-1/4"TITENS/TAPCONS IN BLOCK. I Ii ;------------------------------------j N N ' I i BEAM TO CMU WITH HUC410, 10d NAILS IN ALL HOLES IN LVL, `w 2 —1 L_____________________________________ '----________ G 11 1/4"X2-1/4"TITENS/TAPCONS IN BLOCK. (D c c'n EZ (2)2X6 1:1 (2)2X6 CONT O U S N N gn m /15 HEADER 1:1 15 (2)2X6 1:1 EZ i m o f LO 72 LO 72 .5 CD N Cc to N (2)2X6 1:1 (2)2X6 1:1 S3.02 'NS3.02 l U d O C9 O �21 (2)2X6 1:1 (2)2X6 1:1 (2)2X6 1:1 S3.03 1 I E F ^0py i I I . 593- 11-1 ° Sheet No.3�d0i9a@0566®®0®'��® _ SECOND LEVEL WALL PLAN S2 , 02 1/4"= 1'4 " 5 OF 8 This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization by Alexander Grace Consulting,Inc.,shall be without liability to Alexander Grace Consulting,Inc. O C7 Q � C7 Oro U 7/16"OSB ROOF DECK FASTENED TO 0 to W FRAMING WITH 8d RING SHANKS AT 6"O.C. WATERPROOFING BY OTHERS o ON EDGES AND 12"O.C. IN FIELD. o v TRUSS TO TOP PLATE CONNECTION: H2.5A Q WITH (10)8d NAILS FOR UPLIFTS LESS LINTEL OVER OPENING. Z THAN 600 LBS. (2)H2.5A WITH (10)8d NAILS w EACH FOR UPLIFTS LESS THAN 1200 LBS. SEE PLAN. Z 0 2X8 PT SYP TOP PLATE.FASTEN TO BOND a ° o a o BEAM WITH 1/2"ANCHOR BOLTS AT 48"O.C. <. • u ANCHOR BOLTS EMBEDDED 6"INTO BOND — _ 0 BEAM. PLACE ANCHOR BOLTS WITHIN 6"OF -- o Z) SPLICES,AS REQUIRED. — 7/16"OSB ROOF DECK FASTENED TO 7/13"OSB ROOF DECK FASTENED TO = = 2x No.2 PT SYP WINDOW BUCKS FRAMING WITH 8d RING SHANKS AT 6"O.C. FRAMING WITH 8d RING SHANKS AT 6"O.C. _ = 1 COURSE CONTINUOUS BOND BEAM WITH _ FASTENED TO ALL SIDES OF u> ON EDGES AND 12"O.C. IN FIELD. ON EDGES AND 12"O.C. IN FIELD. _ (1)#5. ° OPENING WITH SIMPSON 1/4"x3" r, TRUSS TO TOP PLATE CONNECTION: H2.5A TRUSS TO TOP PLATE CONNECTION:H2.5A = _ ° TITEN SCREWS AT 12"O.C.ALL WITH (10)8d NAILS FOR UPLIFTS LESS WITH (10)8d NAILS FOR UPLIFTS LESS _ _ SIDES OF OPENING. THAN 600 LBS.(2)H2.5A WITH (10)8d NAILS THAN 600 LBS. (2)H2.5A WITH (10)8d NAILS = _ — Z o EACH FOR UPLIFTS LESS THAN 1200 LBS. R EACH FOR UPLIFTS LESS THAN 1200 LBS. = = ~; 0 W Z (2)2x6 NO.2 SYP TOP PLATE FASTENED (2)2x6 NO.2 SYP TOP PLATE FASTENED = _ WITH (2)ROWS 10d AT 16"O.C. WI H (2)ROWS 10d AT 16"O.C. STAGGERED. MINIMUM 24"LAP WITH(12) STAGGERED. MINIMUM 24"LAP WITH(12) FILL ALL CELLS ADJACENT TO 10d IN LAP. 10 IN LAP. _ = OPENINGS WITH 3000 PSI z CONCRETE AND(1)#4 BAR.BEND ALL THREAD CONNECTORS.SEE %"ALL THREAD CONNECTORS.SEE _ _ — — INTO TOP COURSE BOND BEAM 12". ALL-THREAD NOTES FOR INSTALLATION AL=THREAD NOTES FOR INSTALLATION SPECIFICATIONS, SPACING AND SPECIFICATIONS,SPACING AND EMBEDMENT. EMBEDMENT. _ o H n Z CIO FASTEN 7/16"OSB W/8d @ 6"O.C.ON FASTEN 7/16"OSB W/8d @ 6"O.C.ON W C) EDGES, 12"O.C. IN FIELD. EDGES, 12"O.C. IN FIELD. - — ' z V U N — _ _ —�d 8"x8"x16"MASONRY BLOCK WALL. FILL a I W = J CELLS VERTICALLY AT 4'-0"O.C.WITH 3000 L.._ U LL 2x6 SPF STUDS AT 16"O.C. SEE STUD S — 2x(;SPF STUDS AT 16"O.C. SEE STUD = _ PSI CONCRETE AND(1)#5 BAR, UNO. W = TABLE ON FRAMING PLAN FOR STUD SIZES. TA 3LE ON FRAMING PLAN FOR STUD SIZES. m U -�- W 0 m 2x6 NO.2 SYP PT BOTTOM PLATE.APPLY 2x NO.2 SYP PT BOTTOM PLATE.APPLY = = LAP VERTICAL REINFORCEMENT 30". ~ Z U_ 1/2"ANCHOR BOLTS INTO BOND BEAM AT 1/2' ANCHOR BOLTS INTO BOND BEAM AT = - �r U� Q Z 0 EACH SIDE OF BOTTOM PLATE SPLICES. EACH SIDE OF BOTTOM PLATE SPLICES. v ° z Q Z ° SHEATH FLOOR WITH 3/4"PLYWOOD, SHEATH FLOOR WITH 3/4"PLYWOOD, ° I _; ° ° °a 4 °° a ° �/ H FASTENED WITH 8d NAILS AT 6"O.C.ON FASTENED WITH 8d NAILS AT 6"O.C.ON ° I I-I ( (_. ° a ° ° ° J N Q EDGE, 12"O.C. IN FIELD. EDGE, 12"O.C. IN FIELD. -III—III ° I I I ( ° a ° ° ° 0 l—I I I— ° ° °° ° Q ° SEE FOUNDATION PLAN FOR J PROVIDED.USSES BY OTHERS.SEE LAYOUT PR OV DEDUSSES BY OTHERS.SEE LAYOUT =1 I I=III ° I v ° °a I FOOTING SPECIFICATIONS. f I I= 1 SPECIFICATIONS AND DETAILS. 2X8 PT SYP TOP PLATE. FASTEN TO BOND BEAM WITH 1/2"ANCHOR BOLTS AT 48"O.C. (2)2x6 NO.2 SYP TOP PLATE FASTENED WALL SECTION TYPICAL MASONRY OPENING - ANCHOR BOLTS EMBEDDED 6" INTO BOND WITH (2)ROWS 10d AT 16"O.C. STAGGERED. MINIMUM 24"LAP WITH(12) fo:-�TYPICAL 4 BEAM. PLACE ANCHOR BOLTS WITHIN 6' OF 3 '_ "_ '� 0 10 IN LAP. 3/4 1'-0" 3/4 1 0 0 0 a 0 M _ = SPLICES,AS REQUIRED. ti = FA TEN 7/16"OSB W/8d @ 6"O.C.ON 3 a (9 2 (9 m o 1 COURSE CONTINUOUS BOND BEAM WITH ED ES, 12"O.C. IN FIELD. D 0 Q 0 (1)#5. ALL THREAD CONNECTORS.SEE ALL-THREAD NOTES FOR INSTALLATION 8"x8"x16"MASONRY BLOCK WALL. FILL SPECIFICATIONS, SPACING AND �^ CELLS VERTICALLY AT 4'-0"O.C.WITH 3000 EMBEDMENT. J - - #5 BAR WITH 8"BEND AT TOP _ = PSI CONCRETE AND (1)#5 BAR, UNO. _ 2x SPF STUDS AT 16"O.C. — 2x NO.2 SYP PT BOTTOM PLATE.APPLY TOP OF CMU WALL I I '� LAP VERTICAL REINFORCEMENT 30". 1/2 ANCHOR BOLTS AT EACH SIDE OF ; °. . I W _ = BOTTOM PLATE SPLICES. i ° �I — ° ° - ° - ° --VfTi TOP AND BOTTOM BEAM REINFORCEMENT ° TO DEVELOP INTO FILLED MASONRY $"CONCRETE LINTEL WITH(1) COLUMNS ON EITHER SIDE OF OPENING. #5 BAR CONTINUOUS USE#5 SPLICE BARS, LAPPED 30"MINIMUM. - -III-_ - Vill ° ) I I SEE FOUNDATION PLAN FOR SE FOUNDATION PLAN FORQ =1 I —1 L I I SP_CIFICATIONS AND DETAILS. a SPECIFICATIONS AND DETAILS. a I1/ ° ° ° ° 4 1 1 I- I i°= ° ° � ° 4 111- LINTEL OVER OPENING.SEE FRAMING PLAN. L.L. LL I I I-I -� -I I�m-n b=Tr��-T�-I TWO-STORY WALL SECTION TYPICAL TWO- TORY SECTION — — N� MASONRY WALLF . SEE TYPICAL WALL 5 rn f° 1 3/4"= 1'-0" 3/4"= 1'-0" SECTION FOR DETAILS. vi 11— = nW.U FILLED CELL WITH (1)#5 BAR CONTINUOUS. o 2.2 I — — FILL FIRST TWO CELLS ON BOTH SIDES OF U "U GARAGE HEADER WITH (1)#5 BAR AND 3000 v PSI CONCRETE.30"MIN LAP IN ALL BARS. ftm � 04 N M I_ J x — Q in 00 0- LO -2 g � N N N #5 BAR DRILLED AND EPDXIED WITH MIN.25"LAP AND MIN.6" � � TRUSS TO BOND BEAM CONNECTION: EMBED GARAGE SLAB O CO -f6 rn UPLIFT LESS THAN 860 Ibs: 1 MTSM16 I UPLIFT BETWEEN 860-1720 Ibs: (2)MTSM16 1/2"x8"J-BOLT AT 32"O.C.WITH ��`� -4 �AYiVk f,*4, 1-1/2 WASHER.ONE J-BOLT TO BE �� . "A LOCATED AT EACH END OF BUCK. ° - 9 8 o a a to a a v ° q — 1/4"OVERHANG ° ° ° ° v ° aFIL o G ° ° 3000 psi GROUT II I I I^I ) I III j I ! I i Gk� A 5� P Sheet No. _ S3 , 01 �3/ SED TIE DOWN REPAIR GARAGE DOOR BUCK DETAIL 7 MISSED DOWN ROD REPAIR GARAGE RETURN DETAIL 1'-0" 1-1/2"= 1'-0" 3/4" 6 OF 8 This document,together with the concepta and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without writtel authorization by Alexander Grace Consulting,Inc.,shall be without liability to Alexander Grace Consulting,Inc. BOND BEAM EL � ° ��. 2X4 SPF STUDS AT 16"O.C. Q c9 z � ° 5/4"DECKING.FASTEN TO JOISTS m Q ° 12"HOOK TYPICAL WITH(2)3/16"DECK SCREWS. o W _ 2X4 NO.2 SYP PT BOTTOM c"'" w w F- PLATE. FASTEN TO BEAM BELOW oo w U) - EDGE OF ALL THREAD WITH 16d NAILS AT 6"O.C. o WASHER MUST BE WITHIN 3" ° - BOND BEAM OF THE HEADER KING STUD, FASTENED TOO TRU03SES WITIH NG 8d z ° TYP BOTH SIDES OF OPENING. NAILS AT 6"O.C.ON EDGE, 12" a) g ° ° J� O.C. IN FIELD. Eo F - I EDGE OF ALL THREAD Z p v WASHER MUST BE WITHIN 3" FLOOR TRUSSES BY OTHERS. o a O OF THE HEADER KING STUD, -' 0 ° � TYP BOTH SIDES OF OPENING. � w EXTEND BOND BEAM LUS210,ALL HOLES FILLED WITH o REINFORCMENT 6"INTO ADJACENT 10d NAILS. FILLED VERTICAL COLUMN. NO.2 SYP HEADER,TYP. SEE a PLANS FOR SIZE, PLIES,AND 2X12 LEDGER. FASTEN TO TRUSS NUMBER OF KINGS AND VERTICALS WITH (5)SDS25512 ° CRIPPLES. SCREWS EACH. � a 2X6 PT NO.2 SYP PLATE.FASTEN Q o °a NO.2 SYP HEADER,TYP. SEE TO U-BLOCK WITH 1/2"X8"BOLTS to p ° PLANS FOR SIZE, PLIES,AND AT 48"O.C. p NUMBER OF KINGS AND } CRIPPLES. l W Z #5 VERTICAL BAR KING STUDS&CRIPPLES: (6) 12 TY P I CAL DECK DETAIL 16d BETWEEN ADJACENT KING 3/4 1-0 STUDS AND CRIPPLES. '- KING STUDS&CRIPPLES:(6) Q_ 16d BETWEEN ADJACENT KING 04 FILLED CELL AT EACH SIDE OF STUDS AND CRIPPLES. O PLATE HEIGHT CHANGE a. ` 4 ° ° M W � M ° 3 TRUSS TO TOP PLATE CONNECTION:H2.5A z U U N a ° WITH (10)8d NAILS FOR UPLIFTS LESS z U M a ° THAN 600 LBS.(2)H2.5A WITH(10)8d NAILS O W = J EACH FOR UPLIFTS LESS THAN 1200 LBS. I-' Q U_ 2 ° �/ U a j 2X6 PT NO.2 SYP PLATE. LJ. W U W �•— F- m 2X6 SPF STUDS AT 16"O.C. Q Q U 7/16"OSB. FASTENED WITH 8d NAILS AT 6" z Imo- Z SEE FOUNDATION PLAN FOR ) FLOOR TRUSS SYSTEM BY O �t Q LIN b OTHERS. O.C. ON EDGE, 12"O.C.IN FIELD. V N Q a a a ° �� FOOTING SPECIFICATIONS. D ,� � oF A I I N ° - ° ° ° ° ° a ° 4 I LUS26,ALL HOLES FILLED WITH 10d NAILS.A 7- ^I 0 D — — — Q t> 2X8LEDGER. FASTEN TO STUDS WITH(4) O II SDS25512 SCREWS IN EACH STUD. U PLATE HEIGHT CHANGE TYPICAL HEADER FRAMING DETAIL TYPICAL HEADER FRAMING DETAIL TYPICAL DECK DETAIL u, 3/4 - 1-0 - - 3/4' - 1-0 N Q C7 n C7 m C7 NOTES NOTES 3 00 o hi o a 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SP CING, NO ADDITIONAL 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO ADDITIONAL o v Q o CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES, KINGS OR TOP PLATE. CONNECTORS ARE REQUIRED FOR THE HEADER CRIPPLES KINGS OR TOP PLATE. 7/16"OSB ROOF DECK FASTENED TO FRAMING WITH 8d RING SHANKS AT 6" O.C.ON EDGE AND 12"O.C.IN FIELD. 2x4 LATERAL AND DIAGONAL TRUSS BRACING AT 24"O.C.. FASTEN EACH SPH WITH (10)8d AT 24"O.C. W END WITH (3)10d TOE-NAILS. TRUSS TO TOP PLATE CONNECTION: i IN HEADER, MINIMUM(2) Q H2.5A WITH (10)8d NAILS FOR UPLIFTS I PER HEADER LESS THAN 600 LBS. (2)H2.5A WITH (10) .. 8d NAILS EACH FOR UPLIFTS LESS THAN I v � 1200 LBS. 7 SEE PLAN AND TABLE BELOW FOR TRUSS TO ° ° ° • L � STUD GROUP FASTENING. 1OPLATE FASTENED WITH (2)ROWS 0dAT6"O C I FLOOR TRUSS SYSTEM BY OTHERS. STAGGERED. MINIMUM 24"LAP WITH ° (12)10d IN LAP. ° NO.2 SYP HEADER,TYP. SEE PLANS FOR SIZE, PLIES, FOR EACH UPLIFT CASES, IN STALL 2X SYP FASTEN TOP AND BOTTOM OF STUDS AND NUMBER OF KINGS AND STUD GROUP UNDER TRUSS AS INDICATED TO TOP AND BOTTOM PLATES WITH CRIPPLES. LL ON FRAMING PLAN. NUMBER OF STUDS TO SIMPSON SPH AT 32"O.C. SEE WALL SECTION FOR DETAILS. EQUAL THE NUMBER PLIES IN THE TRUSS, FASTEN 7/16"OSB W/8d @ 6"O.C.ON WITH MINIMUM OF TWO(2). FASTEN STUDS EDGES, 12"O.C. IN FIELD. I CRIPPLES TO HEADER WITH TO EACH OTHER WITH 12d COMMONS AT 8" MSTA18 WITH(6)10d IN O.C. HEADER, (8)10d IN CRIPPLE TRUSS BRACING AT WALL — TRUSS TO WALL °°" V N u7 14 3/4 1-0cnco FOR U1,ALL-THREAD INSTALLED SUCH THAT 1 1/2"= 1'-0" 2 C11 EDGE OF WASHER IS NO MOI E THAN 3" w Q FROM STUD GROUP.WASHER IS 3"SQ. c vv p `o2 U "-U- KING STUDS&CRIPPLES: (6) 16d BETWEEN ADJACENT KING STUDS AND CRIPPLES. N M II`III (2)2X12 HEADER. I ,i illl � I�Illl0 V p %8°ALL THREAD CONNECTORS. °' SEE ALL-THREAD NOTES FOR Q -2 ro o i I I INSTALLATION SPECIFICATIONS. 1.0M 4 I I INSTALL ROD THROUGH BEAM. N Y N o USE 3"SQUARE WASHER AT TOP. O ALL CRIPPLES TO BEAM Ul FOOTING BELOW. BELOW WITH MSTA30 WITH V 8"SQUARE PERMACAST COLUMN.SPF STUDS AT 16 O.C. q (16)8dJAY 8"SQUARE PERMACAST COLUMN. ' } �'' •° ° '.gf y 2x6 N0.2 SYP PT BOTTOM PLATE. I I 5/4"DECKING, FASTEN TO JOISTS ° FASTEN TO BEAM BELOW WITH I I I WITH (2)3/16"X3"DECK SCREWS 16d NAILS AT 6"O.C. I I i1 PER INTERSECTION. p' � ` CONNECTION SCHEDULE BEAM BELOW.SEE PLAN a ��° 3/4 PLYWOOD FLOOR DECKING I ; FOOTING BELOW. , FASTENED TO TRUSSES WITH 8d i ' �Inl %"ALL THREAD CONNECTORS. AND TRUSS PLACEMENT e ° PLAN FOR SIZE AND PLIES. �' NAILS AT 6"O.C.ON EDGE, 12" °a ° ��u SEE ALL-THREAD NOTES FOR o ° ' O.C. IN FIELD. ° INSTALLATION SPECIFICATIONS UPLIFT UPLIFT NAI ING - FLOOR TRUSSES BY OTHERS. DESIGNATION RANGE CONNECTOR PA ERN (LBS) (10dC0 MONS) -III- • • a,• _I I I-I I I SECOND FLOOR STUD TO FLOOR -I ( I=II II= --I I 8"SQUARE PERMACAST COLUMN. _ aaaaaa�9t4o�a� GIRDER:H2.5A AT 16"O.C. U1 1200-1450 HTS20 2 - IIIIII—III—III—III-I i I Sheet No. —_—_— — — U2 1450-2900 (2)HTS20 20 IN -) I FILEI-III—III—III—III- I I �- FLOOR GIRDER OR LVL BEAM. EACH 'TRAP - _ S3002 WALL ON BEAM/GIRDER 16 HIGH UPLIFT CONNECTIO -• ATC 18 POST DETAIL 19 POST DETAIL PORCH 20 HEADER ON BEAM 3/4 - 1-0 3/4 1 U 3/4 1 0 3/4 1 0 7 OF 8 This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without writtel authorization by Alexander Grace ConuAng,Inc.,shall be without liability to Alexander Grace Consulting,Inc. v 0 C9 C9 m � (2)2x NO., SYP TOP PLATE FASTENED WITH 1 MINIMUM 4"LAP Wl H(12) LAP.0d STAGGERED. z Q FASTEN TOP PLATE TO HEADER WITH SPH w ° AT 24"O.0 WITH 10d NAILS IN ALL HOLES. I E Z O I L I z O U Of 0 (L O IY 110 U HEADER C DNTINUOUS OVER MULTIPLE SUPPORT .SEE PLAN FOR HEADER SIZE AND PLIES. FASTEN HEADER TO CRIPPLES WITH MST) 18,ALL HOLES FILLED WITH 10d NAILS. A o Z 0 FASTEN W LL SHEATHING TO SHADED 0 MEMBERS WITH 8d COMMON NAILS AT 3" > d O.C. III � z Z Q II C� FASTEN AL CRIPPLES TO FRAMING AS G N NOTED BE OW. O F– U W M (� Z U c�i U— F -F — — — FF — — -n — — 2X8 BAND BOARD II II II II �, W U W SLI_ - � L - - - LL - - �� - - � F- m Cn Q Q 12"KNEE z A Z WALL TRUSS O Q J MSTA36 AT EACH i MSTA24 AT EACH V > N Q CRIPPLE TO CRIPPLE TO .,.I ~ STUDS BELOW. BEAM BELOW. Q � O TWO-STORY APPLICATION WALL ON BEAM APPLICATION (MASTER BATH) (CAMERON'S WEST WALL) O CONTINUOUS HEADER FRAMING 21 a(9 nQ aa)) 0 ai ((99 00 2 (9 ao CL THREE OPENINGS SHOWN ABOVE. MAY APPLY TO TWO OPENINGS OR MORE. 0 0 Q 0 44 i t } 0 Vr n z � Q LL U N rLO t C MCO CA U) U) v v 0 o0 U LL►� a) � U Co 7 0 N M 7 � .� `t J 1 -0 7 LL C fn cu X N N a) a) r c`q C aD N (J) 0 (0 Y N OC07 co C) lig 'ga°e��'��'4� �'� ' �'•y "''. t 9 ` A A ? � R1 FR Co Py Sheet S103 8 OF 8 This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without w' authorization by Alexander Grace Consulting,Inc.,shall be without liability to Alexander Grace Consulting,Inc. V �9 - GENERAL NOTES ALL-THREAD NOTES EPDXY NOTES r; a. c� 1. CODES USED: 2010 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ALL-THREAD CONNECTORS TO BE 3/8"DIAMETER BARS PLACED AT 6'O.C. IN ALL EARING 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER c� EDITION,ACI, NDS,APA AND ASCE7-10. WALLS, UNLESS NOTED OTHERWISE ON PLANS. EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY m GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE 2. ALL-THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE � W CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. COUNTED AS PART OF THE DESIGNATED O.C.SPACING. 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE o w ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS ARE: o W 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO 3. PLACE ALL-THREAD RODS WITHIN 6" TO 10" OF EACH CORNER AND AT EACH INT RSECTION OF v z COMMENCING CONSTRUCTION. BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: HILTI HY150, HILTI HSE2421, SIMPSON STRONG-TIE SET OR APPROVED EQUAL. Q z 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR A. PLACE SHEARWALL RODS(SPECIFIED ON PLANS) IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS a� THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED B. PLACE HIGH UPLIFT RODS(SPECIFIED ON PLANS) AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN E0 OTHERWISE ON THE PLANS. C.PLACE CORNER RODS ACCORDANCE WITH APPLICABLE SAFETY LAWS. z' 0 0 D. PLACE ALL OTHER RODS. o a.. 0 5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. 4. ALL-THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY PSI AND TENSILE STRENGTH OF 2,300 PSI. W SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT SYSTEM, OR APPROVED EQUIVALENT. ALL-THREAD EMBEDMENTS FOR SHEAR W LLS AND HIGH o DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE ASSUMING 2000PSF SOIL CAPACITY. DIAMETER OF THE STEEL MEMBER BEING INSTALLED. 5. WHERE NECESSARY,ALL-THREAD COUPLERS SHALL BE RATED NOT LESS THAN%'00 LBS. 6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, 6. MINIMUM EMBEDMENT OF ALL-THREAD SHALL BE: INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. LAITANCE, DUST, DIRT,AND OIL. w o 6"-TYPICAL WALLS, MONOLITHIC FOOTING Q 7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL 7"-EXTERIOR WALLS,STEMWALL FOOTING 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE z EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND 8"-MASONRY WALLS MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE 0 NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS > d INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION 7. ALL-THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS RE SHOWN IN PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE z DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL THEIR RESPECTIVE DETAILS ON THIS SHEET. TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER DO THE WORK. MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING 8. USE 2"SQUARE WASHERS ON ALL-THREAD AND ANCHOR BOLT LOCATIONS, U.N.O. CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, IT IS SHEATHING NOTES z ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) ROW Q CONCRETE NOTES OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2)SPH. PLACE A 1/2" FOR WALL SHEATHING: 1. USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUST BE MINIMUM 24/16,AND NOT LESS THAN �-� �{ Q goe 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST s ANCHOR BOLT WITH 6"EMBEDMENT WITHIN 6"OF DOUBLE STUD GROUP. J 7/16"THICK.FASTEN WITH 8d NAILS AT 6"O.C. ON EDGE, 12"O.C. IN FIELD. � � � � � N EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADE S BELOW, IT IS 2. 5/16" HARDI-PANEL MAY BE USED IN LIEU OF OSB. FASTEN TO STUDS WITH 8d RING SHANK NAILS O EDITION, "SPECIFICATIONS FOR STRUCTURAL CONCRETE" ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTENTHE BOTTOM AT 6"O.C.ON EDGE,8"O.C. IN FIELD. FASTEN TO TOP AND BOTTOM PLATES AT 4"O.C. �� (� W M 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE +/- OF THE ROD WITH A 3" SQ WASHER AND NUT. IN LIEU OF THREADED RODS, SEE SECTIONS 3 ' (145 PCF ) ALL CEMENT SHALL AND 5/S5 FOR STRAPPING ALTERNATIVES. FOR ROOF SHEATHING: z U U N CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1Y2' INCHES FOR 1. USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUST BE MINIMUM 24/16,AND NOT LESS THAN Y /� S �l Q Z U ch / ` FOUNDATIONS,AND%a"FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. CONVENTIONAL FRAMING NOTES 7/16"THICK.FASTEN WITH 8d NAILS AT 6"O.C.ON EDGE, 12"O.C. IN FIELD. `� "� W = u 2. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH C U STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD 3 U Q 3 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. CONDITIONS, BLOCK PANELS AT 12"O.C. Gr/ rl U� W 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. Q w 4. 4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. 2• ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. FOR FLOOR DECKING: m VAPOR BARRIER AND TERMITE TREATED SOIL. 1. USE EXPOSURE 1 APA RATED PLYWOOD. SPAN RATING MUST BE MINIMUM 48/24, AND NOT LESS Z U_ 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. THAN 3/4 THICK. FASTEN WITH 8d NAILS ATB.O.C.ON EDGE, 12 O.C.IN FIELD. z Q J F- 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, 2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 24" AND C.7 E- Q COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH (4)16d TOE-NAILS. MINIMUM 3/4'THICKNESS. O Q MODIFIED J PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE FOOTING. 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH (5)8d AILS INTO THE > N Q RAFTER AND(5)8d NAILS INTO THE TOP PLATE. _I I- 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. ALL O CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN 6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO THE RAFTER FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF AND(5)8d NAILS INTO THE SLEEPER. (f) CONCRETE REINFORCEMENT" 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH(4) 16d NAILS. O 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH (12)8dX1 1/2"NAILS. V 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", 9- FASTEN RIDGE/VALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 10d NAILS IN VALLEY BEAM, WHICHEVER IS GREATER. (11)INTO STUD BELOW. 10. 2X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH 6 16d NAIL$. BOTTOM OF �, u7 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". ( ) � N COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE FROM THE TOP PLATE TO THE PEAK. Y0 M 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; > 10.1. 3"FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH 11. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT EACH m 0 m 0 0. o 10.2. 2"FOR CONCRETE EXPOSED TO EARTH AND WEATHER INTERSECTION OF SLEEPER AND EXISTING FRAMING. o a o 10.3. 11/2"FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY REINFORCEMENT. DOUBLE 2X12 CEILING JOIST FOR RIDGE s• x BEAM SUPPORT, LINO. 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE ROOF RAFTER 1 DETERMINED FROM FOUNDATION PLAN,CONTACT THE ENGINEER OF RECORD. RIDGE BEAM 12. STEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF r W STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT. 13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEMWALLS, THE TOP TWO COURSES OF ------------ CEILING JOIST O STEMWALL MUST BE FILLED. 14. -' -- COLLAR TIE FRAMING NOTES J (2)2x4 SYP COLUMN FOR RIDGE/VALLEY BEAM SUPPORT, FASTENED 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2010 FLORIDA BUILDING TOGETHER WITH(1)ROW OF 8d NAILS AT 12"O.C. FASTEN RAFTER TO CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD . COLUMN WITH 18 GA STRAP WITH(9)8d NAILS IN RAFTER, (9)8d NAILS IN CONSTRUCTION. COLUMN. FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP 1 � 1 WITH (9)8d NAILS IN COLUMN, (9)8d NAILS IN TOP PLATE/HEADER. LLJ 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. Z 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE LOAD TABLE W ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. ROOF: 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE LIVE LOAD: 20.0 PSF DEAD LOAD: 7.0 PSF TREATED. 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. CEILING: LIVE LOAD: 10.0 PSF LIVE LOAD-STORAGE: 30.0 PSF coC14 N 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. t° DEAD LOAD: 5.0 PSF10 7. DIMENSION LUMBER ' w FLOOR: COMPONENT AND (.,LA DING 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS LIVE LOAD: 40.0 PSF THIS T ' 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. DEAD LOAD: 10.0 PSF DESIGN PRESSURES 0 .2.2 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH DECK LIVE LOAD: 50.0 PSF O SITE FOR U SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF EFFECTIVE INTERIOR ZONES, �n Co 0 RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND WIND LOADS: AREA, SF END ZONES, PSF PSF ��id INSPECTIONC� o o LENGTH PER THE DETAILS. WIND SPEED: 130 MPH J 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED EXPOSURES`' C 0-20 24.4 -32.0 24. -26.6 - ' t` IMPORTANCE: 1.0 BELOW: BUILDING CATEGORY: II 20-50 22.9 -28.8 22. -25.3 �EV��w�� ® COMPLIANCE ro �' In ENCLOSED BUILDING:Qa) o 8d=0.131"x 2-1/2" to -2 .F m 10d=0.148"x3" INTERIOR PRESSURE 50-100 21.6 -27.2 21. -24.0 �1T1f ATtvANTI� BEAM COEFFICIENT: 0.18 SEE PERMITS FOR ADDITIONAL N �' ° N 12d=0.148"x 3-1/4" ROOF PITCH: MATCH EXISTING 100-200 20.8 -24.4 20. -22.9 EC�UIR�MF.IdYS►AND COONDITIONS o c"o 0 16d=0.162"x 3-1/2" �� OM � rn DS- 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN REVIEWED BY ` yz� AND/OR THE FOOTING DETAILS SHEET. 1 3, ��S . � ° Y1 ' 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. N 593 o �ybs�`e YKOR WT R a;a��aassa Sheet No. W S - 01 1 OF 8 This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization by Alexander Grace Consulfing,Inc.,shall be without liability to Alexander Grace Consulting,Inc.