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Seminole Road 118 - 120 PACEEL "A" MAP SHOWING SURVEY OF LATS 606, 607, 608, 62Z AME 623, SALTAIR SECTION NO. 1 AS RECORDED IN PLAT BOOK 10, PAGE 8 OF THE C-URREIV7 FU'B..IC RECORDS OF DUVAL COUNTY, FLORIDA. PARCEL "B" M A PART OF BEL'vELERE S"'R. AS SH04ft ON THE PLAT OF SALTAIR SECTION NO. 1 , AS RECORDED Q IN PLAT BOOK PAGE 5, aF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA AND BEING MORE PAR7*I'rULAn1 : !)ES--.RZB= AS FOLLOWS: FOR A POINT OF BEGINNING COMMENCE AT THE NORTHWEST CORNER OF 6v=, AS SHOWN ON THE AFORESAID PLAT OF SALTAIR SECTION NO. 1 ; THENCE NORTHWESTER-If -7h-E PROJECTION OF THE NORTHEASTERLY BOUNDARY OF SAID LOT A DISTANCE OF 25.x: FEE-7 ; THENCE SOUTHWESTERLY ALONG A LINE THAT IS 25.00 FEET AS MEASUREL~ A"_' Ri10E- ANGLE-S rC A_ND PARRALLEL WITH THE EASTERLY RIGHT OF WAY LINE OF BELVEDERE STREET A. DIS4A.CE OF '2C.00 FE'c'* TC A POINT OF CURVATURE OF A CURVE CONCAVE EASTERLY HAVING A RA-D:'-'S OF 55.7C FEET; THENCE ALONG THE ARC OF SAID CURVE AN ARC DISTANCE OF . i: FEE-- Pi A'::XG A CHORD DISTANCE OF 31 .29 FEET. THE DELTA OF SAID CURVE BEING 33`x: '?' ", 7-� AN I`'i"ERS=C:I3N WITH THE NORTHWESTERLY PROJECTION OF THE NORTHEASTER-Y RIGHT �F WA's wIHE OF SAID BELV8DERE STREET; THENCE SOUTHEASTERLY ALONG SAID LINE A :�,STA.NC= I+F 4E .':. FEET TO A POINT ON SAID NORTHEASTERLY RIGHT OF WAY LINE AND THE SOUTF WESTERLY BC::ND?RY OF :AT 608, SAID POINT BEING A POINT OF CUSP OF A CURVE CONCAVE EASTER?`_• HAZ'ItiC A 3AB=US OF 30.00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAIL CURVE AN ARC I'IS"_'ALNCE OF 47.'Z FEET AND HAVING CHORD DISTANCE OF 42.43 FEET AND A DELTA OF 9: ` TC TH£ ?01h'T OF TANGENCY OF SAID CURVE; THENCE NORTHEASTERLY ALONG THE NORTHWESTERLY "-;-DAR-'- OF :,,a-"S 70C,6ti' ANID 6r9A A DISi;uXE OF 120.00 FEET TO THE NORTHWESTERLY CORNER -IF SAIL` :.Yr 606 AND THE POINT OF BEGINNING. THE ABOVE DESCRIBED BEING SUB FC; T: A `_. :C FEE": PERPETUAL UNOBSTRUCTED EASEMENT TO THE CITY OF ATLANTIC BEACH, FLCRIDA, FOR DRAINAGE, .'TILITIES AND SEWERS AND PEDESTRIAN PURPOSES ALONG THE WESTERLY BOVNZAR'.' DF THE A-RCVE DESCRIBED. L I Igou PIPE cuA11r Foul.la �l1 O T U PS LO'7 x.21 0.1 36-Y 'IL' 1404 41�,IL D 4 1140Io,, PIpE o.l PIP* &V4470I F8u<i 2C7Q ac) I� of 146 pv 9p Z5.OQO 0 1 6P as qc A� 4a� N IvZZ 0 �V pl .J M1S4 Di0(,y�. CoUt 0 _ �J O 7 W ! L1SPI.�A47 �4 3 o In _ w 0 0 a .07 .-,0 L. Jo M w N v 0r Y G] v a I u � d 1, W N O d qi.a 0' U ti J 1- 0 x r0. 0 0 W lW aLL Y a W (� 1+� p 0 I a I Q I I -7 0 61 x d Q }r" W 19 o v 1V� w p 0 0 0 r J h j r w l 0IlAsoue / _ DI 0 0 0 Q SLAB Z3.a y Y7r w I � w t3 a 24a Y Q v w LU 4.� w W z / A 4.p C' W r �04, 0 0 q� ,, to 0 0 _ �c ] Q O 0 , e W ' 0 Fcavuo I aC •00 Mou�P1 PE -j �� mO O Z!>3eQ 0 N ! Y V µLU O FSP wp S 6Y IIS�4 ow 'IPG U, F�uo '�t O LOT CJZ4 ' IIto� PIPE L.0 r LO CD- FA D- Cn r F �Al r �� 4 Q D o + M C. 41 D 1 -- _ y oz SiY A /I_tICauuP 7 pQ ) FoU�ab Ili 1, UT `�lY 1[6v PIrE ,Uy b r¢ou PIPE (• Pw..aR Po4i .o M 11 c 4,c EVLE or ASpu OlT l'�21,i6 (. ZlC.-41-r Or via--( QAe1ES RECHECKED & RECERTFIED SURVEY JULY 31 , 1998 11 '� ► zv SDn /\(0 L- 15 L'7 ARMSTRONG PROPERTIES, INC. I HERFRY CERTIFY TO PEOPLES FIRST COMMUNITY ,BANK FIRST AMERICAN TITLE INSURANCE COMPANY WATSON & OSBORNE PA. THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS, PURSUANT Marvin Banks TO SECTION 472.027 FLORIDA STATUTES AND CHAPTER 61G17-6 Surveyors 11C. FLORIDA ADMINISTRATION CODE. NO'T'ES: 1. This is a boundary survey. v.. �1I 2. Flood zone A as best ascertained from Flood Insurance 2866 M A N G RO V L AV E:. FLORIDA REGiSj 4 tO'RN©'-4470 Rate Map, cc munity panel no.tioa-IS-000IDdAated 4 1-7.85 JACKSONVILLE, FLORIDA 32246 M 3. 7ta1s 5V¢VE f 13 �IoT A DETERMIUA71o11 dF OwL1rcKSH1P (904) 641-2520 SIGNED 0'14 9L. z 4 QuS11.lE5s 41ciA1sE 1,10, t_,alo I NOTE: SCALE: '`- THERE. MAY BE ADITIONAL RES'T'RICTIONS THAT APPLY N THAT ARE NOT SHOWN ON 'CHIS SURVF,Y BUT MAY BE FOUND �1 �VE SIGNED m I N THE PUBLIC RECORDS OR FACILITIES OF'THIS COUNTY. S14 Z THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH TH ' „ A 335 l 0 7V V 1.5' SETBACK r 20,-0" r 1.5' S T5 K r 20'-0' 00 00 El Q �`J iL \Z ��:i - o(j) N CV CVT. N Q MANHOLE II oo °a L��Q � �° SEWER d WATER ,�� O O 1 , 1.5' SETBACK �/ y �. 1.5' SETBA 1C � 11-9 LOT & 22 4y q - r F-I 1.5' SETBACK r " 20'-0' r 1.5' S TBA K r 201-01 20' 0" 20 -0 i a00 o z LE m O! 1 0- o m _— w w w o a Fol --r--� I I 0010 _ El _ II o :::;0-_0- C, Q 20'-0" O 20'-0' < Q) .�. 1.5' SETBACK /P,.40 �, 1.5' SETt5A K /'` N OT � r r 2\ ' � � O� & 23 � l 9 At 20,-0" r 1.5' SETBACK r 'IV O O 20'-0" 00 ca 0 F1 m o -� ''�� oo E V E D Q) o CITY 0 ARO TIC SEACN r � 1.5' SETBACK BUILDING OFFICE "' V LOT & 2 ,4Ap 03 R q 6 1999 IL 1 DRQ BY: BJC DESIGNED BY: SCAM: its- 1 :zo iNo4--E REcpVcDDATE. , MAR. 22 1999 5ELVEDERE &T RE E T MSR 3 W 1999a o No. City of At►antic Beach SHEET NO. l�ling and Zoning 51 of I i q . ri I j 1 ' AATIO I SIO 1 sa'x,ra'0" j 10' 10" SQU)4 -FOCT 4C i r5` (2) 3(450 SH (2) 3 (D SH 8'0"x�'8" S.G.D. W/ 8'0"x6'8"i 5.G.D. W/ °• � ___�. 802 TRANg, ' 8026 tRANS. I '." • �' SLOPED CLG. SLOPED GLG. AIC. \ �lst FLR.) X95 \ x \\ ,' (2eld FLR.) SUB-TOTAL 16IB5 i 001„1 DO1�'iu LANAE ® o e \ 11 111 I I' e l ENTRY 16 0 0 10 x 0 ® 1(o1 O x F0 0 nI PATIOMECK 132 '`w DOPED GLG. SLOPED GL�w. (L "' GARAGE- 350 GATHERING CHAT INCA ' ma c co 144 0 m r- TOTAL 2189 001' -ROOM - 1 'l,a"x18'fDll I ,011x18,01 w o •, �,.. �� i� 1(d' CLCs. � !0' CLG. �� 4x \\E� U XAU/ i' a II 8' � " •' ,,. 2 (o' 2 (v' �I Z Z Ra9u0 11.. aly- l` RaCL Ica Rab -- B �I 8 - ' I- -_j - -- U ti n I U4 �lM OVEN HANDRAIL OVEN -4,ANDRA'i- ^) 1 I u I _ "� _ I I O ( —T --1 0 _�jLLl 1 }MUNI I i dJ �, }� WOW I.. I DN DN � � 8� (Ono n IN ING-� I IN INCAOL �I 8'x8'fd" I � ill 10'8"x8'0" U j O i l�' CLG. UP= - - uP 0' GLG, 0 O 02 Q LI) w. a w 9 x 13 0 m 9 0 x 13 w m � m SLOPED GLG. SLOPED CLG. _ I � 4"1 H GM+ BAR TOP (� - -- - ---- ------- - - --- -- - - - - - ;4 _ 0 I lu I K fCI tG, N ° z r II 1 2hx9.411 ; 93'2 °x9' Y iIn B m m I _ _ en I 6° WA CN i. _ GE B ,._ GARDN T r - GIRDEN B AN r — 4J ry _- �' TUBI - � $' - ITUB W/ G`APC - I O 4 �t 0 0 - f ARG ARGN� OPENING OPENING O ® ry REF REP, iI O O �- - 1. .- I 1 L_ -3 O .. I ltd1' �l dj —r. I •- --_ _ cf� tt Nw D I W I cv I / I I (u Y Y I o _ I Ras 2•g• •`i I r q i 41.4. MAE MA TER 5u r t Sul'1" �ARAGF GARAGE 1 1 I 11 1 N 1 N N N 4 l,a 1Q 3 � to 16� x13 & 1(ol0"x20'0 (a '10,x20,0 �Q U VAyLTED qLG. U U V�fULTED CLG. �j 10' CLG. � 1.0' GLG. nl 0 0 1 ) I I SLOPE GLG. I \\ \\ �' �� I SLO D CLG` Z 8'0• x (0'8' S.G.D. W/ 8 0' X (o' S.G D. W/ ,y. . . 8028 CIRCLE TOP I 8028 GI CLE TOP I — xy_ 2030 0.�1. 9 O'XTP" O.�!. 203Pa 4� •`�' ° -� Gtr GSClu � OVAL I OVAL � " 12'0"xro'0" 12'0" ro'0" 1 I �' .0• �'-4• _ 3'-2" DRAWN BY: I D�gIGNED BY: t BX 1/� _ I -O ,6EcoIL F L0 �r F L00 � DATE: jZO S � c/`MULE li 5EF'T, 8 1998 JOB NO VNF T .98190 HERT Arb1 • r 1 'tli A'x, t N d � �r b'; t M1, - ,. ,.. ,, se .. . � . .. - e ... � 'y'' � ��?cY •`2 1", .. ''&:, `-r. .. _ -. + r�.'st�. r.: 10 �` •T itr ,etaa � �' ----- FrBERGLA85 SHINGLES, ' VINYL LAP SIDING F ,, DECORATIVE VENT 4' TRIM HANDRAIL - r 9' PLATE -_-- ---- - 9' PLATE r 4' TRIM V Q VINYL 50ING � I �.. '':: SECOND FLOOR _ -..._ -- -- -- - - - SECOND FLOOR m LG, _ - _ -- _ _ __ -- _ __ _ _.__ ____..•- _ __ i o 1..0 CID c� --_ ... ca © F; O r . a __- ® a - - I --- - FINISH FIRST FLOOR FIN15H FIRST FLOOR { •;,{ 0 --. _ ..... .......___ �_....__. _- . _ APPRO?t. GRAD -Tt REAR ELE VT [ ON 0NT E L. *E V A T 1 0 N 3 k' U- �''•Y� 1, , I o t', u � . _( k �Y Y. ,o• .a•.,1�dt r y'vi DRA NYS C]FMDESIGNED 'BY: r , i f •,Y� �, �'� l—1DATE: l8 - I �O S I �o�� r� 5EP7. a, 198 { x k A 'JOB NO. SHEET - N0. A2 of 4 r�"� 14'• '�� 1 �`r , i y 'a � Y. '+':.t , '1 L.S', h�,. � � � 1 � � � � '■ �. �• � � ►�j' �' �.. Y� . � � � Y � � � I� 1 V y ,. as :.•:,,,,. .p�•.+w. t fi'. �: .. �':'^ �. 'f. � ,. •' , +,rel' t X51 011 .Z�" . _ . . L^r.... � :r. � ,•... � .. � I If 1 II I II T�'. II 10 '.ar • � I • i I I I I I Q r - - - - - - -' — — — —— ————__— _ • wwwr�w�wwwww wwwwwyrwrlwwwl�'_�— I ---- �.___--_. ...—__.___ ,__.__..___ - ---_ _— -- -- - ----_ —_ —__� - - — — - - - _ _ — _ _ � _ _ _ � II I I I I \\\\ I I 41' -ONG ETE 5L.. ,45 leu/ \\ I 1 ! E,41ti , T I� "!�IT - TE � AT ggWo Q f� � L... � � 11 i µ Q0 - Q0 x tu 'i�I,;�f�..^.t.,.. scem..•s-•..- t_t+x: ,•. rr\w—\\r\r�r�ry�r\r�\rrr\r�\��.\! �J�i,�IYxiIII`�s 1e,�'IIIIII'II i � � �1 •IIII _m�a IIIIII'I_'� —iI��'1IIIIIIi IIi�IIIIIIIIIiI IIIIIIi IIIII JIIII�II�IIIII'I'III I1IIIiIIIII��III!�I - _�_ ___i�_ ___ _ _ II I��—N—Ncamv I� -_—--- ----!Ii'I'I I --I--- IIIIIIIIIII,Ii —v_ _3__---5 T�IIIiIIIIIII'�;IjI�I I II I_I �, IIIIIII�III�III1I-II1�II I!I I _—_--I —----IIII�II��--_/I---1�III—i 1Ii-I�-8_-–_-_-Y–X__�-�.__fiI�.�I(C��_�y<�__s�•�."b-�I11IiiII�i�'III ijI iI:, -_-_�-____._-–�--O- -- '_-�-----�-__-j___- _ _ I'�IIIIIIIIIIIIIIII IIIIII I iI II I�I!j!iIIiiI�Ii i � fi�r�CU1W�'O � J- /- • , Li LLI i 08Mxwp 10 ' - 2 '' ^ IC L-rUQr��iL u F ILU,4LL3 - - - - - --- - - - - - -- - - -- - - - ---- --- ----- - - - - -- -- -- - --- - -- - -- - _ -- - _ _ __ _ __ _-; _ _ - - - - - - - __ _- Q-p►'l'.) 73 lk — L JU 0) ----- ------ -- L - - -- – ---- – - - - - - - - - - - - - - - --- -- --- - - - - - -- - 1 - 1 / II 1 - 3II I1/2 5 1 /2 '' 1 / DRAWN BY. O GNED BY: 5ic 19CALE: DATA SEPT S 1lb98 ern �.).l � o �' OF FLAN— F O U N D A T f O N FL AB JOB 19 NO. K. SHEET NO. A30f � a � ( • •yiN ` fin w.p r e if •4.. t} - 12 f 1/2"0"7" WEDGE BOLT 1 �----------- 0 32' O.C. W/ 2"x2' AIL ALL ROOF @ 6' O.C. ' xl/8" WASHER ARCHITECTURAL GRADE SHINGLES ON 7 - ON SUP^ORTS W/ 80 (COMMON I SEMCO TPP7 ® 45 ROOFING FELT OVERIZ OR RING SHANK SAILS) O.C., TOP' & BOTTOM 1/2" PLYWOOD SHEATHING ON ROOF TRUSSES ® 24" O.C. >, OR ROOF RAFTERS ® 24" O.C. 1 1'-4" 4 CONCRETE SLAB W/ r.SUL ATION w/v IA ^ 6x6,10x1Q WWM OR METAL HURRICANE CLIP R-1 i � z�- ' FiBERMESH REINF (1 @ EA END OF TRUSS i 2" POSITIVE AIRSPACE (OR 1 ® EA. RAFTER) �}- ;VDER SHEATHING �n I METAL DRIP OVER a 1"x6" F.,; CEDAR FASCIA I -I OVER 2"x4" SUE--FASCIA I - .:�: . _ � �1 - ;Z, 2x4 y2 TOP PLATE I a MIL VAPOR BARRIER OVER •� TREATED & COMPACTED FILL I x4' SO"`F / i SEMCO �PP'E � 32" Cl C. I (2) #5's CONT, CON" NUOUS �` \ C!? 8 1'-4 8 ALUMINU'M VENT 10 _ "/2" G PSUM BOARD Qx6" SOFF�T ¢ '� :* . ,�, µ• . . bio � THICKENED SLAB 1")(6" FR1P-ZE BOARD ON = SCAT 3/�II� J1�011 1"x4' SPACER R-19 BATT iNSULATION QI J y� . 1 DASE VCULD 2.,x4• BOTTOM PLATE '3/4' P� WOCD SUB--FLOOR X F L � ' 36" METAL TIE STRAP CONT, I FROM 1st TO 2rd FLOOR STUDS I o I ---- �'s•;; (2) #5's CONT (,� I 6„ ;w;-�P T, s 24„ O.C. 4' CONCRETE SLAB W/ � c , WWM fi '• R 16" DEEP WOOD I-BEANS s@ 24" 0.C., Lu MINIM- LJ 6 MIL VAP )R BARRIER OVER LJ TREATED AND CCMPA4TED FILL ` - '7 2 #2 TOP PLATE - YP a CEDAR SHA�FS OR _ Q SMOOTH FINISH SYUCCO ON 1V i Lu METAL LA-" OVER 7/16" OSB SriEATH ,,G ; � 4) 1 �) ON 2"x6' Sr 5Tl D5 6' „ �--�- - ` : 4 CURB � SEc LEVATION I Q J SCALE: 3 4 1 /—�1. Ile c o m( 7 4.1 wLJ w SEMCO TPPE ® 32" O.C. yx:i . 2"x4" P BOTTOM P'_A'E ` a u;�;:; ��, �'� —-- R- .9 SA '"T NSU'_A O N W/ 1,/2"x10" ANCHOR BOLT @ 32" 0 C. Y NOTES W/ 2"x2"A'/8" WASHERS BASE MOULD 1 - STUD �tEQUIREMENTS FOR W2 SPC _ ___ ._ . - c E SLAB w �n r 8" C M U HEADER BLOCK II .�....�-_______ � _� 4" C ti RET S' A / (ALL TOP PLATES 2 SYP OR #2 SPF) � 6x6, C'x'F- WWM OR c� � I "� ?LRMti.SH" REINF. � C _ w r 8" C.V U, FOUNDAT'ON WA�L .i L�, l# OPER SITE GRADE, GRADE "w ' j �_ -; � e E M:w VAPOR BARRIER OVER � i V) (MIN I TRE AT_'� & COMPACTED wILL � (MIN 2x6-16" O.C. )ESTE I0R ALLS 10"x20" CONCRETE FOOTING ....1�% o VEn'"AL #5 REBAR IN VERTICAL A�_ CORNERS *YK « l #5's CONT. ( ) W/ (2 * 1-2x6 STUD CONTINUOUS EACH SIDE OF OPENINGS 3' OR LESS WI Tr+ SOLD POURED CELLS I * 2-2x6 STUDS CONTINUOUS EACH SIDE OF 4',5',6' OPENINGS 1 AND C 4' 0 C ON ALL U r * 3-2x6 STUDS CONTINUOUS EACH SIDE OF 7',8',9','0' OPENINGS I 1'-g' j ST VWA_'_S * 4--2x6 STUDS CONTINUOUS EACH SIDE OF 11',12',13',14' OPENINGS - f ( M's, 16" 0,C. UP TO 17' HIGH CONTINUOUS) 4 _ TYPICAL WALL SECTION --� SCA' : 3/4" W , ,-011 FZ �', - `/ c I ' 1 n` �Lul 4�nti pr f CS) ELI CSI 11A lul DRA BY: x DESIGNED BY: BJC SCALE, ot 46 NOTED Ai DATEr � 0. rr JOB' WO. � 1, SHEET NO, A4 ofN �•s�r �" ".,t��as �r c ------------ 7/16" OSB ROOF DECK, NAIL 6" OC t1 i ON EDGES, 12" OC IN FIELD (UNO) '� 1 WITH 8d COMMONS, /� SW# PRE-ENGINEERED I� j COMMONS A7 SOC ON TEDGEI 6"OC LIN FIELD FASTEN TO TRUSS NO, 2 SYP 2x4 TOE HOPTI TOE WALLAS(8)8d EA EACH TRUSS SS ROOF 7RU5 HCP,--TOE LNAILS(EACH TRUSS i FIRST FLOOR SHEALRWALLS BOTTOM CHORD WITH EXCEPTION; JACKS 7' LONG DBL STUD TO BOTTOM PLATE DBL STUD (2) ROWS IOd AND SHORTER MAY BE BOTTOM PLATE TO SLAB TO SLAB FASTENED TO TOP PLATE DBL STUD EACH SW1 SCP3 W/24-16d AT b" OC (TYP). W/ONLY (3)10d TOE NAILS, END OF SHEARWALL AND 5 a" Bolt 7/16" OSB DOUBLE 2x4 N0, 2 SYP TOP PLATE. FASTEN II 9W2 TPP W/12-�6d 3'2So WASHER TRUSS BOTTOM CHORD 4 BOLT W/ TRUSS BOTTOM CHARD DIAPHRAGM. FASTEN /(2 IR 10d COMMONS 16" QC STAGGERNMI TO TOP PLATE W/(2) (UNO�„ MIN 24" LAP W/MIN (12)10d HEADER KING STUDS MAY SERVE OWS 1O 4" OC 7/16" OSB OVER 2x4 SPF STUDS NAILS IN LAP, TOP PLATES TO STUD W/TPP4 AS DBL STUDS AT THE ENDS OF 0 16" OC, FASTEN OSB W/8d W/(1(0)Bd ON EVERY OTHER STUD 2x4 SPF STUDS AT 16" OC SHEARWALLS 6" OC ON EDGES, 12" OC IN FIELD. 1 -16* MAX SECOND AND THIRD FLOOR SHIi;ARWALLS FASTEN DIAPHRAGM TO 2x4 III DBL STUD TO BEAD( OR NAILER WITH (1) ROW 10d DBL STUD BELOW FASTEN TOP PLATES TO AT 4" OC (TYP BOTH NAILERS) 2 x 4 E30170M PLATE, FASTEN TO MIN 2x4 SPF SW (2)RTPGA836 W/(24)10d EACH OTHER WITH 2 ROWS BANDBOAR[D WITH 'Ift (TYP, ALL) OF (4)10d BETWEEN SHEET ROCK (TYP) 1" OC IN DESIGNATED 2nd FLOOR EACH STUD. SiW SECTIONS, 7/16" OSB ATTACHED TO 2x4 STUDS 12" OC ELSEWHERE, AT 16" OC. FASTEN WITH MIN 8d NOTES; AT 3" OC ON EDGE, 12" OC IN FIELD. 3/4" 7&G PLYWD II 1, 5/16' HARDI-PANEL 15 PERMITTED AS SUBSTITUTION FOR 7/16" OSB —I4 ON EXTERIOR WALLS ONLY IF NOTED ON THE FRAMING PLAN, i 2, OPENINGS IN SHEARWALL SEGMENTS PERMITTED ONLY IF SHOWN ON THE FLOOR TRUSS OR I-JOISTS FRAMING PLAN. PROVIDE SHEARWALL NAILING PATTFRN ABOVE AND BELOW ALTERNATE INTERIOR SHEARWALL FRAMING OPENINGS. y FOOTING (SEE TYPICAL 3. SGP3 SPECIFIED FOR 5W1 MAY BE SUBSTITUTED WITH FTP28 W/24-18d. TIE UPPER FLOOR STUDS 70 �Ju1-111{Ip�/ WALL SECTION) HOLD DOWNS LOWER FLOOR STUDS OR PER TABLE LOWER FLOOR BEAM WITH NOTE: THIS INTERIOR SHEARWALL DETAIL IS INTENDED FOR USE IN AREAS WHERE SEMCO RTPGA836 W/(16) TIE UPPER FLOOR STUDS TO { THE SHEARWALL RUNS PARALLEL TO THE TRUSSES. THIS IS A PREFERRED 10d. SPACE STRAPS 32 OC. ! ALTERNATIVE TO FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK. (TYP ALL INTER-STORY LOWER FLOOR STUDS OR SHEARWALL ASSEMBLY DETAIL cDNNEcrloNs) LOWER FLOOR BEAM WITH DOU63LE 2x6 NO, 2 SYP TOP PLATE. SEMCO RTPGA836 W/(16) \—FASTfEN W/(2) ROWS 10d COMMONS 10d, SPACE STRAPS 32" OC, 16" IOC STAGGERED (UNO). MIN 24" LAP (TYP ALL INTER-STORY I W/MIIN (12)1 d IN LAP. CONNECTIONS) II II � 7/16" OSB OVER 2x6 SPF STUDS I 2--�--I� 0 16" OC, FASTEN OSB W/8d 2x4 SPF STUDS AT 16" OC 6" OC ON EDGES, 12" OC IN FIELD, I I -12" ANCHOR BOLT OR WEDGE ANCHOR (5,25" EMBED) W/2"SQ — x 11/8" WASHER AT 48 OC V1 / LU x4 NO. 2 SYP PT BOTTOM PLATE + 2x6 N0, 2 SYP PT BOTTOM PLATE BOTTOM PLATE TO STUD W/TPP4 BOTTOM PLATE TO STUD W/TPP4 1/2" AMICHOR HOLT W/2"SQ x 1/8" WASHER W/(10)$d ON EVERY OTHER STUD W/(10)Bd ON EVERY OTHER STUD AT 48" OC or FAS3 W/(6)10d AT 24" QC. ' r 4" 4„ FINISH B" MIN — I GRADE \ 12" MIN ! 06! 6 -- W1,4 x W1,4 WWF a I TRUSS TO TOP PLATE WITH HOPT1 W •� q E- W/(l fn c TPP4 W/(10)8d v cn U 0124" OC MIN 2 (8 8d, X PTI ; JACKS 7' LONG D C .` PER HEAD R) ) 4' ¢� O 3 [ c 3 SHORTER MA E FASTENED TO TDP PLATE FOOTING TO BEAR ON WATERPROOF BARRIER � c q { WITH ONLY (3)10d TOE NAILS. 4' FIRM UNDISTURBED SOIL Lac fn a q 8" MIN ., — — 5 1/2" 4 NOTES: Masonry stemwfall may to used in lieu of monolithic footing. Install scheduled bottom u o v L a o • \ — —•— plate anchor (IFAS3, anchor bolt, or wedge anchor) within 12" of bearin wall ends and c o ' x 8,_ -w 1 x 6 W1.4 x W1,4 WWF 6 x 6 - 1.4 x 1, WWF — 8" within 12' of door openings in bearing walls, See typical concrete sections for reinforcing ° c a p c u E ;p NO, 2 SYP HEADER, SIZE AND NUMBER 1 MIN and dimensions of footings. c u a � a a OF PLIES PER FRAMING PLAN CALLOUTS I WATERPROOF BARRIER °u b a N m ,s a ! 6" OPT, EXTENSION (2)14 CONT FOR b- WATERPROOF BARRIER 4' a IN BRICK LOCATIONS 12° UNDER 1 STORY WALL 8" b (3)y4 CONT FOR b-16" UNDER 2 STORY WALL � MULTI--STORY .o 0 C C a w a CCRIPPLEE AND CRIPPLE AND ON FND PLAN (3)#5 CONT FOR b-20" UNDER 3 STORY WALL CURB STEP SECTION / `� l TYPICAL WALL SECTION v ,,4 2 w e -0 v LING S7UOS. QUANTI KING STUDS. QUANTITY - U fn O c W R CALLOUT ON ?RAMING ER LPLAN OUT QN FRAMING G PLA. c cc 0 v Q q > rn I ADJACENT RIPPLES ADJAEN CENT BETWEEN r ,v c ` f MONOLITHIC FOOTING SECTION 1 a T� I AND KINGS AND KINGS o G d- s � ALL EADERCRIPPLES TO x E T C F4 i x ALL CRIPPLES TO RTPGA816 W/(6)16d c fs o � U z { v p a U BOTTOM PLATE IN HEADER, (8) 6d GTE; PROPERLY RATED OPEN 4 W/9" BEND BOTTOM 60" OC u o 0 o L 0'W a'�r ! /TPP4 W/(12) IN GRIPPLE, WEB TRUSS HEADER ya 48" - 12° BEND TOP, 1Od, MAY BE SUBSTITUTED 9" BEND BOTTOM c O G t ..° q,o j IN THEFOR SE PLANS ERS SPECIFIED 8" CMU (TYP) fi x 6 - W1.4 x W1,4 WWF T VARIES 4" a ami c o O U c fn vi ' FINISH - - 8"1 \190 -jMIN — a q$�a o v tpa Q,a 4 I aGi aJ O a,` f GRADE CAST-IN-PLACE 4 * 6 x 6 - W1.4 x W1,4 WWF �,�v, c=- E ° I ' $" MIN 1 " MIN Ani. 'v u ONCRETE FOOTING I (2)#5 or (3)y4 CONTINUOUS ' FTG DIMENSIONS TO BE 12" DEEP WATERPROOF BARRIER v 6" 0PT. EXT NSION I X 24" WIDE W/(3)#5 IN 3 IN 8 ICK LO ATION5 r STORY SECTIONS ON FND PLAN b 2 4 CONT FOR b=12 UNDER 1 STORY WALL SHEET NO.: S T --"" 1 6" OPT, EXTENSION 3 4 CONT FOR b=16" UNDER 2 STORY WALL l IN ON ICK LPLAANONS --t- -1' B" FIRM UFOONDISTURBED TO BEAR ON REED SOIL. GARAGE EXT WALL CURB SECTION 5 Iri 11110 of Dent vertical lbors, conrWtor may FASTEN OSB TO FRAMING 2x4 SYP OUTRIGGER Structural (4 FOOTING (SEE TYPICAL Install 1 2" anchor bolts with 12" embedment r IN OC ON EDGE, 6° OC AT 24" ON CENTER, Details l WALL SECTION) / BLOQCK SHEETING IN FIELD WITH 8d. of 48" oe for bottom plate anchorage, E006E5 WITHIN 4' CLIP 70 CABLE TOP -. HCPL D W/(6)8d.MCO I C T A 7/16" osB OF !GABLE TRUSS dOB NO.: DA i Q 98 TYPICAL HEADER FRAMING DETAIL — (2)14 CONTINUOUS (2)N4 CONTINUOUS 6" I r�ABLE TDP BUILDER: Armstrong a" 4 e CHORD T - ---t t _• -: 5 1/2" 4,. �� 2x4 L-BRACE ON � u 'rJ 8" — —.-� —+— SPECIFIED RBY TRUSS GOT NO.. Seminole 6 x 6 - W1,4 x 1, WF MANUFACTURER, Road WATERPROOF BARRIER 6 x 6 W1.4 x W1,4 WWF WATERPROOF l�ARRIER $' 12" 4" CLIP END Atlantic GABLE TRUSS OF LATERAL ! HEARING WALL FOOTING SECTION 3 BEARING CURB STEP SECTION s BRACE To SUBDIVISION Beach GABLE BOT CHORD WITH H" SEMCO PLL W/(8) 8d, FLOOR PLAN: Duplex GABLE BD7 + HORD fill N DESIGNED: JPA ' STRAP CABLE TRUSS 2xc4x8' SYP LATERAL TO STUD WALL WITH 8RWE 0 48". (2)16d RTPGA812 WITH THMROUGH BRACE INTO 10d AT 48" EMCH TRUSS BOT CHORD REVIEWED: 1� Y C I r HEADER DEPTH AND NUMBER OF PLIES TRUSS TO HEADER WITH HOPT1 W/(10)ed. GAIBLE END BRACING DETAIL REVISIONS DATE PER FOUNDgTION AND FRAMING PLAN, XGEPTIgN; JACKS 7' LONG AND HEADER MAT NO, 2 SYP (UNO) HTR AY BE FASTENED TO HEADER WITH ONLY (3)10d TOE NAILS, (2)RTPGA824 W/(24)iQd I FROM SEAM TO COLUMN- EACH SIDE OF CONCRETE NOTES (,� C LUMN, 1, Concrete compressive strength for footings = 2,500 psi (UNO). SBC 1606 100 MPH WIND PT NO,2 SYP 4x4 POST 2. Concrete compressive strength for slab = 2,500 psi (UNO ON FOUNDATION AND (UNO), FRAMING PLAN) 3. All reinforcing steel shall be ASTM A615 grade 40 (UNO), 4, All reinforcing steel shall have a 90 degree bend at corners with a 25" lap. POST TO SLAB CONNECTION 5. Fibermesh is an acceptable alternative and shall not WITH ABP44 W/(12)16d OR require WWF. SGP3 w/(14)10d. 6. Masonry stemwall, Section 2, may be used in lieu of LEGEND ' monolithic footing, Section 1, (2)2x6-1/2 - HEADER/SEAM CALL-OUT NUMBER OF KING STUDS EACH SIDE OF OPENING NUMBER OF JACK STUDS EACH SIDE OF OPENING SIZE OF HEADER MATERIAL (NO. 2 SYP) 904 X41 -5200 NUMBER OF PLIES IN HEADER OSPECIAL UPLIFT CONNECTION CALL-OUT, SEE DETAIL Q FOOTING (SEE FOUNDATION AND CORRESPONDING TO NUMBER. ��'C1FIC,�T FRAMING PLAN FOR SIZE) TYPICAL PORCH POST AND BEAM FRAMING DETAIL OPENING NOT DESIGNED TO BEAR TRUSS LOAD, NO STRUCTURAL G { HEADER REQUIRED OVER THIS OPENING. ! SW# -- SHEARWALL SEGMENT - PROVISIONS OF SHEARWALL ASSEMBLY 4 3 i DETAIL GOVERN. TA F DRI D , Jeff AratmA,Apex TochuelgT 10/1/98 8:30 PM I 1 4 1; L JN 4 . f �P� , ;.-., Me y Nk v pe 4v 67 , A 1 0 .4 OF W `f "It" Ant Al T M 41 ly 7 a'7W OM 'IL d, -4 i,5j W 1':44"'r?. e IN IN11,11101Y 7,,ij-� ,,4 A os 1,Y. k? 4T 10 $"It WX6 le hP r" X(2'a' f;00 4: a026 TRANS 802(p RAN5, c 41 .1 11 �x IVA 'I A-N11- ri.)Aj 'A X A-444f�k,, -1�,"' IM 71 8101 'a W i )o 5 0. LU '4 < ' I;j -I Sol x ?.1 �i - , ,6, I INI IWL IV)to log ,VW j,, it W 0 ------- F L f�R;) jr onci FLR,) N911 1.01: a., S-...I� OM I-ANA[ -Ta je GAR.A4E pATlo/DEqK TOTAL Y7 64 d �fta 110)4x 115 10 I14) 10' CL U. I e tea B, 7 A r L 91 0 r P1 71- f.. OPEN HANDRAIL PIREN HANcRAIL f4 t 00�_ 10,8,xa,0 - ,,,X x 12INI DININ!�j UP CLG. up :�00 M 42' WIGH 5,41R TOP 7 4 A'6�V Fit TI 0; L67 .to E N' 12 X to ct:3f. R 0 RE REF (D ell F. 10 tVA LU ia IT 7 t66. 4. f7A A VU I I M.' 10 x 2 0 0 lrol[Olx2olov 10' CLG. 14 P.SL 40 Is . 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