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Coral Street 75 J INDEX TODRAWINGS 0 W 411 TH E G R I FFITH RES I DEN CE ARCHITECTURAL J � Jz W75 C _ g F- A- ONE COVER SHEET 8� SITE O � ora ree . 0 A-TWO FIRST FLOOR PLAN � Atlantic ) rida � ,�-10'\ ccc A-THREE S _ Oo SECOND FLOOR PLAN x0) Q 12' X 4' } <q �, CONC. UTILITY A- F'O U R THIRD FLOOR PLAN (� m N PAD Z 0 XN, 10' X 4' A- FIVE ROOF PLANW Q N0 A/CCONC. PAVER ON LIME ROCK � ° N 0) DRIVE rL1 A- SIX ELEVATIONS ----, Q = J ' A- SEVEN ELEVATIONS 0 1 ° a ' J oQ A A- EIGHT ELECTRIC PLANS 0 Tr— I Q I T7A- NINE WALL SECTION w 6" PALM = PROPOSED 3 STORY HOUSE I DOUBLE W � .. .--_,.. __ I GARAGE 0 _ -- I ff O FINISH FLOOR ELEV. 12.00' __ __ I A-TEN FOUNDATION P LAN I- ————————- Lu w r17 I �, I A- E LEVE N 2ND FLOOR FRAMING ENTRYfr!77T It o - - - J Q �- A-TWELVE 3RD FLOOR FRAMING O ow / PROVIDE 220V AND U) U m HOT/COLD WATER Z �� FOR FUTURE LO 0 12 PALM �, HOT TUB _j Dr 3 3' PAVER ON LIME WALK Q I 12 X 12 DRIP THRU WOOD t Z l OR PLATIC DECK - - .. --.� STRUCTURAL- 18 LIVE OAK 6" PALM O I W O 0 U Q S1 STRUCTURAL PLANS I `? CHERRY O 18 PALM o i 12" PALM 5 Z STRUCTURAL DETAILS III 20' 70' 20' °o ST 1 STRUCTURAL STANDARD DETAILS I ST2 STANDARD FOUNDATION DETAILS 0 Lua 0 L Z 0 I ATTA C H M E NTS N 00 ITEM 1 PAGE 1 OF FORM 60OC-01 W FLORIDA ENERGY EFFICIENCY CODE W CDi ITEM 2 PAGE 2 OF FORM 60OC-01 I 00 W w FLORIDA ENERGY EFFICIENCY CODE g (O w ITEM 3 SEALED SURVEY x g I SEMINOLE BEACH ROAo ITEM 4 TRUSS ENGINEERING Q � O W (0 co � 0 f \ 0 NOTES : CITY OFPPR VED ATL�TIC BEACH 0 LO O BUILDING OFFICE 1. r- It ;ALOT COVERAGE: FES 1 ) OCCUPANCY CLASS IS GROUP R - 3 00l L, 8 FOOTPRINT I G80 LEGAL. 0 DRIVE 392 BY: Q w WALK I8o LOT 20 BLOCK8 2) CONSTRUCTION TYPE IS TYPE 5B < Q A/C PAD * STOOP MAX 80 OCEAN GROVE UNIT ONE, U ° /2 WOOD DECK 72 ! ge T r� K G" ' A5 RECORDED I N `I � � TOTAL COVERAGE 24043 APPLICABLE CODES : � -v , v ta it 5'Trt-rs PLAT BOOK 159 PAGE 52 w 2004 FLORIDA BUILDING CODE, RESIDENTIAL_ LOT 4948 OF THE CURRENT PUBLIC RECORD5 OF 2004 NATIONAL_ ELECTRIC CODE - IST �c�-ss �£������ t Z Ln DUVAL COUNTY, FLORIDA. z N 2004 FLORIDA FIRE PREVENTION CODE PERCENT COVERED 48.6% z CURRENT JACKSONVILLE BEACH LAND DEVELOPMENT CODE 0! 0 0 E rn L U J LL I � U W � m – U J � Jz I _ F- 0 Z �N W �-o ff _ 0 0a. � }rn Q� m �N W Q °I I-o N o Nrn J Q 4'-6„ 9'-8" 12,_21f 1 ,-1" 26'-4" 20 o HI 3 -3 18 -4 I 20HI SHOWER 0 HB X X 3 0 2030 3 HB +T+ T -IIIIIIIIIIIIIII IIIIIIIII�1�1111111111111�111�111111111 IIIIIIIIIIIIIIIIIIIIIIIII�lllll�l�l�lllllllllll�l III1�1111111111111111111111111111111111111111 IIIIIIIIIIIIIIIII IIIIIIIIIIIIItIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlII1llllllltltllllllllllllll�lllllllllllllll�lll�llllllllltlllllllllllllll�l_ FREEZ STACKED N W N = ICEELW/D — - - - - - - � WATER - W � - I ICE N � � SOFTNER � o � DW SINK / DW I I I SET AT 7p SHELF o I LO DISP 3'—4" 00 ,� V) �- W W w � powder sand L I o J z K I T C H EN p 0roo - 0 J Qo cv SINK RdER I = I O E:1 � 00 0 Q LL 2'8 3' x 0 W - I E Um 48" RANGE LO 00 r- 6 °° z -9� F- 5 —10 ff GREAT ROOM I I z i GARAGE �, Q 04 N _ 2 2'–1 1'� CONT. P.T. p )—loop I SLOPE 2" o POST TO 8 —10 I 3RD FLOOR I _I FOYER N I CURB o � � ALL DOORS 8' HI I e I ev � _ ___ I WINDOWS HEAD AT FIRST FLOOR — ' D I N I N G „O WH 00 00 0 ff x o SET AT 8' U.O.N. SEE ELEVATION 56.25 — r —— Q o ------- 16" WIDE SHELF o0 FOX X 7 ___—_—_3' X 68 SET AT 7' U TRANS , 00 HB = �IE - o z I 6 S.G.D. FIX LI l _ U N -Illlllllllllltltll 111111111111111111111111111 IIIIIIIIIIIIII= ( 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 I I I I I I I I I I F l I I ! PR 3050 HB -IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII ENTRY IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII;IIIIIIIIIIIItIII o PR 30500 co 7' not drain eand 7,-4„ 4 —8 7t-8)) 3'_4" Z N I location to �- be determinded „ „ � I \ 17 -11 14 -4 6 -10 9 -11 21 Q 00 co 70, J a � r 0 0 W W O 8 W (E C0 X 0 8 N AREA: < FI R5T FLOOR H FATED I I GO c0 SECOND FLOOR HEATED I G95 ° 0 THIRD FLOOR HEATED 578 N TOTAL HEATIED 3433 \ GARAGE 498 �I 0) UPPER DECK 147 N to N CANTILEVERED BALCONY 81 LO ENTRY23 0 8 W � w U Q U) 3 !r W LLm Z � 1 Z N < LL 0 0 L0 V s U J LL I � U W Qm — U J 1= Jz W g 0 Z �N W F-0 �0 0 _ 00 IL 0) m �N W Q N't 0 o N� J Q 13'-8" 10'-10" 11 '-4" 6'-2" 6'-5" 5'-5" 16'-2" �� 3 -6 5 -10 3 -2 2 -4 8 -3 4 co VENT 6020 FIX 4020 2030 PR 306 EGRESS 3014 3014 3050 W (] 3 — W � 0 - - - - STACK I 0/_ 0 — ' TUB 1 I W /FD 7 I \ I � — J I 3 alk(10 LL in I SLOPE J w BEDROOM 2' I laundry —� Q I .c o (:3 I BEDROOM J 0 MASTER BEDROOM # 2 _ bath I 5, � � Q HIS & HERSMASTER 2 � o # 3 # 3 � w l Q O w BA SHOWER ER HEADS N A/CI �' UTh (WHT L� HT. PER OWNER # 2 # 2 3, I cD 2 � OIL— 2 LOAD BEARING PR � " U DECKLABOOR 4VE0 —$ LOCATE SHOWER 2 6 Z SEAT PER OWNER I 2'6 co 2'6 � I Q O 14- TEMP POST CONT. FROM I GLASS SHOWER SLAB TO 3RD FL I Q ON 1/2 bpd sta� o N N 22 —1 1 " WALL I ATTIC I N ACCESS ►' F I _8 — - - - - - - - - - -� 9,_1 „ I I 26 r- a{'fic� I I I L — J I acces2 WATER PROOF W I owner I I walk in ( I 9 w CANTILEVERED Llo�gtQJ f I o 00 BALCONY p ff co w I elev I 0I BEDROOM Q o Uj J 26 � — — --�/ N 56.25" bath # 4 Q I 3 Wo 2'6 2,6 d- i .!1 it 5 O W ff SITTING ft, 7t `t I V o M 2 --10 I I a 0 \ flo I 39 co LANDING^.q- 0 n Z 0 CANTILEVERED BAY 2614 BAY O 2828 :::] N FURR OUT OVER �° \ PR 3050 2828 2828 2 8 2828 2828 4 —$to ROOF ABOVE 4" PR 3050 3,_2„ 7,-8„ I � SEE ELEV 7'—8" 3'—4" 00 8 _I a 13' 13 —4" 22'-8" 26'-4' 21 , O W W T 0 w N_ p_[ Ef Q Ow 0 0 1 0 E N II � cn D w N 0 0 W W J U Q vU D 3 N N C W W m Z � z , N L LL o 0 E a v i U J LL I � U W (� m -` U JZ W g 0 Z �N W �-o ff 0 _ 00 IL � XG) m �N WQ c1l "-0 o N� J 22,_89' 26' 21 ,_4„Ml Q 6'-2" 3050 30.50 0 � o SOLID WATERPROOF W � RAIL - SEE ff 0 — co ELM oco V) L LA GAME ROOM / w °° BR # 5 z � I — P.T. 6X6 EC o FLOOR TRUSS DESIGN 0��' 0 o SAND FLOOR SHEATHING J of Q TO SUPPORT POOL TABLE 3 is �0 0 (0} �J N r 0 3'6" HI RAIL W/ m wLESS THAN 4" SPACES Z Lon- 41-8 & LESS THAN 2 HORIZ U SPACE AT FLOOR — I- WET BAR - SIZE Z O� '00PER OWNER 41 � Q — — — SINK I REFER I Ul I E16E J I SHOWER A/C cn P.T. 6X6 # 3 r— `; e I ev w 4' I ATTIC 156.25 IACCESS I o 5 -7 2 —10 L---� o Q o I� w ly �- 0 z Lo m 0 a bath 24 0? LANDING � v - # 4 2828 2828 2828 0 L3)—10„ Z 0 N �o6 00 J \ 9,_2„ 9,_2„ 4„ �r 13'-6" 9'-2" 3'-10" 18'-4" 3'-10" 21'-4" 0 0 w � uwi sCO W � x N J Ef o o to El al II �o N \ u/ I a 0 Q U w W m z � ' N �= z L m LL o 0 s 0 U J LL I � Q W � m — U J � JZ W g 0 Z �N W P-0 ff _ 00 D Q� M �N W Q °1 �o �I o N rn THIRD FLOOR ROOF SECOND FLOOR ROOF 3/12 PITCH WITH SECOND FLOOR ROOF BELOW WITH 6112 2X6 TOP CHORD TRUSS W/ BELOW WITH 6112 PITCH AND 18 OVERHANG EXPOSED TAILS — PITCH AND 18 OVERHANG SEE ELEVATIONS 24" OVERHANG O W ° ALL RAILS MIN 42, ABOVE DECK w JI — J oQ � 0 w � Um Z — � U Z Q — J W I Q I N I I I .. Cl u w I I I < 0 I W � I � Z 0 I a 0 I 0 N L J Z � FURR OUT WALL AT \ STAIR WELL OVER 2ND FLOOR ROOF BELOW _ EXTEND 2X8 RAFTERS BETWEEN 2X8 RAFTER CONVENTIONAL 2ND FLOOR JOISTS FOR FRAME THIS AREA — SEE W W ENTRY ROOF BELOW ELEVATIONS (� aw 8 a a x 8 liN Q L /n o 0 E O I 0 w N 0 II Lo Lo N 0 CD Ln S � w U Q 3 c .o W j L Z � N z 3 < I a 0 0 a i U J LL I W ...... ........ ... ................. m ... ..... ................... ... - EXPLODED 2X6 JF- I TRUSS TAILS J Z W g Q 0 Z �N 0o _ 00 Q� m 2N W Q N'- r--0 HARDI BOARD (V 0) SIDING J Q WOOD Q I BRACKETS w W � W � tY 0 V) LL I J � U Q � p 0W Um --------- E:1E:lE::] Z Lo � U Z _ CORAL STREET (50UTH) ELEVATION Q W J � Q HIGHEST POINT N I 12 vi 13 �► w 0 Q 0 ................ ....... U Q WATER PROOF ... ..................... ..................... .. DECK ....... .. 0 z 00 .......................... ............. ........ .... 12 ........... ............................... —16 Lo I 0 N 0 ---------- N N 00 0 � . 8 m � x v Q Q wl Q ---------- W \ 0 CANTILEVERED 0 CANTILEVERED BALCONY W O \ � RAFTERS Lo _ w m BAY Filla DECORATIVE J d BRAC K ETSC6 r- \ Lo g ❑ ❑ W w ° ❑ 3 ❑o Q U Q U1 � STUCCO w EL 12.00' m ----------- 10.5111 --------10.5' z , z 3 5EMINOLE BEACH ROAD (WEST) ELEVATION 0 0 E Ln je g t 0 U J 0') I i U 11I � m ............ .... .... ............................. `l U ................. ... ........ ................ J I= � Z 00 0 N Z �N 1-0 _ 00 Q�- m :iN Q O�. W 0 rn I ^I Q � 0 W � ff0 LL W li T JI � Q � Q � W I Um EL 12_00' Lo EL 10.5 F- Z Q REAR (NORTH) ELEVATIONW IJ— Q ANOD ALUM ROOF VENTS WHERE SHOWN UI 12 w 0 W < 7 � 0 z 0 a 0 12 Lo 1 6 0 0 GUTTER (v 00 0 o W U) U) S w w c a a x HARDI BOARD N co Lo p_[ Q 0 -----_-__-- W N I Lo N El F-I u/ EHg W0 STUCCO DOWNSPOUT 0 3 N N w ----------- L Z z (�I z lV c� RIGHT 51DE (EAST) ELEVATION g o 0 0 U U) 0 O ON J LL W O � I— I Block.........Count � w w m FLOOD4........1 0 FLOODI........1 =3 ' v OPENER........2 Z FLOUR.........2 LI TE..........6 — FL............5 EF............3 ((�� EFL...........2 V � PC............3 EFLH..........1 IYN FLOOD3........1 220...........2 c c SMOKE.........9 WP............5 — UCFLOUR.......3 O O FLOOD2........1 0) WLITE.........18 Q� REC...........57 m N PHONE.........10 FAN...........5 N chand.........2 ( W 3 �0 (- Q 0 3WAY..........20 I I N� PLUG..........85 CABLE.........8 REH...........13 SWITCH........44 BILLIARD......1 - - - - - - - - - - - - - - cn cn I I I I y U L E D G E N D � PLUG ® 220 VOLT - - - - - - - - - - — Q SWITCH w a d1bcn RHEOSTAT SWITCHOU I I I I Q 3 WAY SWITCH ri . w I a zo J I I I I L w > > I I I 3 WAY RHEOSTAT SWITCH I I I INCANDESCENT CEILING MOUNT _----- Q I ® RECESSED LIGHT -_-__ U V WALL MOUNT LIGHT w w w U a U m U JV —I -W -- FLOUR. CLOSET LIGHT wJ� w w w w �, a _ ZLO w w (n � 0 — — Q 0 4' X 2' FLOUR. LIGHT I 0 FOUR TUBE Z M I 0 Q I----�--I FLOUR. UNDER COUNTER LIGHT ~ M J U I = p Q GARAGE DOOR OPENER a I I filo o 0 #2>0 FLOOD LIGHT L___J -j C14 O 0 � QS SMOKE DETECTOROW ® CARBON MONOXIDE DETECTOR w WATER PROOF PLUG a E.F. Ir 1 ❑ EXHAUST FAN — oX Q 0 .0 0 I U I w � ceil. CEILING FAN / LIGHT ( I 0 Z fan0 W �o n 0 D PHONEI ~ I Uj U CQ w0 CABLE V Ch ( I o fan I ( p ® EXHAUST FAN & LIGHT lite I I I----�—� UNDER COUNTER FLOUR. c �, L ,fan "" ]D 4-- °® EXHAUST FAN, LIGHT, & HEATER O I Llite Q O U 4 X 1 FLOUR. LIGHT - -� J a CHANDELIER p L_ O I�-w } 4 4 m f-- T- V)V) J _ 2' X 2' FLOUR. LIGHT — w FOUR TUBE F-- QN NITE LIGHTU 0 0 0 TRACK LIGHT 1r (y EXiT1 EXIT SIGN (lop EMERGENCY LIGHT O LO ago O FIRE EXTINGUISHER 04 U O 0 4 � O w W BILLIARD LIGHT 0 Q 0 LL to 0 z Of It F— C/') m U � iJ U cn N Z U p — O (n O -'�3LL- J Z 0 2 r M O ON$ ~ LL r 0 gbI `(�4�1 00'9£K 00'bz)Q N021b`weip�0 sawef`Wd t£9tZ 9002/g I/I I `6Mp•�u��-al�s6uiMeJpysiui�Ve,�aJ�louiwa515 i UOI�I�JBGJ�EUI�BJQ,'� 7/16" OSB SHEATH. — TRUSSES 0 24" O.C. STAGGER JOINTS — 2X6 TOP CHORD ® 3RD FL. ONLY INSTALL PER CODE W/ MET. SPACERS & 8d NAILS 6" O.C. 12 3 F FIBER GLASS SHINGLES ON 30# FELT R-30 BATT. INSULATION .................................................... ..................................................... . ................................................... ANDD. ALUM DRIP P.T. 1 X2 DRIP HDPT2 TRUE TIE P.T. 1X4 FASCIA 2X6 RAFTER TAILS EXPOSED — CUT PER OWNER 2X6 CUT BTWN. W/ ROUND SCREENED VENT R-19 BATT. INSUL. 1" X 12" HARDITRIM CONT. BLOCKING CUT BTWN. 0 SHEATHING JOINT ADD EXTRA LAYER OF SHEATHING OR SOUND BOARD — JOINTS NOT TO LINE WITH SHEATHING JOINTS BELOW — ADD 2X6 NAILER BTWN. TRUSSES AT EDGES HARDIE SIDING ON WATER PROOF MEMB. O • N 7/16 OSB SHEATH. : W/ 8d NAIL ® 4" O.C. CSD EDGES & 12" O.C. ® FIELD STUDS MIN. — INSTALL PER : CODE W/ METAL :' SPACERS TYPICAL THREADED ROD FROM FOUNDATION TO TOP PLATE PER ENGINEER TYP. 2X6 STUDS ® 16" O.C. 3/4" PLYWOOD FLOOR GLUE THREADED ROD SYSTEM & NAIL W/ 10d NAILS 6" O.C. 0 EDGES & 12" O.C. 0 FIELD FLOOR TRUSS SYSTEM PER TRUSS MANUF. 1" X 12" HARDITRIM ,I r- 3- CONT. CONC. BOND BEAM PER ENGINEER WATER PROOF STUCCO SYSTEM N T r' I O r� VERTICAL STEEL REINF. IN FILLED CELLS — SIZE AND SPACING PER ENGINEER FROM FOOTING TO TOP BOND BEAM ALL BLOCK CELLS TO BE FILLED WITH CONCRETE c>f S � 4" CONC. SLAB W/ m 6X6 10/10 W.W.M. AND OR 8 FIBERMESH ON VISQUEEN N .` • x._-�+--mit�k• .. �. . Z Q GRADE VARIES -�—CLEAN, COMP., CHEMICAL TREATED FILL DIRT TYP. # 5 8" BLOCK FOUNDATION ® FILLED CELLS WALL FILL ALL CELLS W/ CONC. Co N : CONC. FTG. PER ENGINEER N ' 3 ui W A L L S E C T 1 0 N scale : 3 / 4 " = 1 ' - 0 " 3 i c u� c U DRAWING NUMBER \A/A L. L. S E C �r 1 E3 N S E M I N M L. E Sc C CM FR A I R E S I D E N C E +ra g SCALE: 3/4" OR 3/8" REVISED: 1 1 / 1 8/2006 PROJECT ADDRESS: 7S CORAL STREET DRAWN BY:2120 A =' = 9 DATE: OS/ 1 5/2006 REVISED: ATLANTIC BEACH , FLORIDA J04 249MAYPORT 0072D. ATLANTIC BEACH, FL L O F 2 G O NTRACTO R CHRIS R I i T H m m A U J LL I � U W (� Dl -` U J �- JZ W _ g 0 zC(N W �-o Io _ 00 0 �- � �rn m �N W Q °1 -0 o Nrn J Q 26'-4" 18l-41p SILL0 ( I— F w0 W ff I I � 0 — 8 BLOCK FOUNDATION WALL I FILL ALL CELLS W/ CONC. I I I W/ VERT STEEL PER ENGINEER LL I ® FILLED CELLS IN BLOCK I ( I 8" BLOCK ABV. I W J WALL ABOVE SEE SECTION I %r) 4" CONC. SLAB W/ I I I BELOWPFILL I J rn J Q I I I 6X6 10/10 W.W.M. v- I I ALL CELLS W/ I I U C-4AND OR FIBERMESH CONC. Q li I ON VISQUEEN 20" WIDE X 10" I I I 0 0 W 24" WIDE X 10" DEEP COLUMN BASE THICKENED PADS DEEP THICKEN I U m ISLAB W/ (2) # 5 CONC. FOOTING W/ PER ENGINEER SIZE AND STEEL S ( I I to I U (3) # 5-S CONT. PER ENGINEER I I I I Z — � 4 I I I CURB N W Q N I 22'-11 " I-- - - - - - - - - - - _J- - - - - - - - - - - � I I DOWNEDGEI o SLOPE 2" 12'-11 " _ _ _ _ _ I I I i I I � - I I I IJ w I ELEVATOR PIT SEE SECTION I o I I I I I I oo o VERIFY DEPTHff I MAIN SLAB ELEVATION 12.00' AND SIZE I 6.25 I I I I I 0 0 < Fi 0 z I I I a 0 ..................................I ILL I I 0 0 7' 4 _g 7,-8„ 3,_4„ c N I I 17'-11 " 14'-4" 6'-10" 9'-11 " 00 21 70' J a � W W g w � o � X _ 8 o ELEVATOR SHAFT (z a #: * * 2X6 STUDS x % X*x * x O o # # * # R-19 INSULATION • * 0 jr x * * x N * X; VERIFY # x rt II # *# Y * rt x # * \ Lo- CDe —.�.�.. '7777- 0 ;f q.. a0 w J W > .' •a Q 4' '_ \1111 • •. t. = • /' • `�. . 1: ..i✓!r x.7..1+ �td :•�'�___ � _ L.�.•r�.' L. W N (3) # 5'S CONT. 1 s-4po z ELEVATOR PIT SECTION N G 7 , NQ N g_ 0 0 R T L U LL w Qm 0 J �z W g Q Z �N �o ff 0 0 0 EL Q °� 0 CONC. LINTEL CONC. LINTEL CONC. LINTEL CONC. LINTEL CONC. LINTEL L -1 r- ------- L------------- -1 L � I II I � jl Li -� j I I I I I � I I .•_. O r W 0 I Z II W J Q _ ri LL 16" DEEP 0 FLOOR TRUSSES LAI 4 B w ® 16" O.C. I � o -------------- --- ---------- 0 LI -L L L -1- 1 1 m m �lllllmw-1 I I II ------------------ ------ ------ ----------- 4 1 Lo B M UJ m m 0 z --Lj Li - W j / �./ ' w ELEVATOR L I SHAFT 41 E7 N li 11 E. < 0 L • 0 itLS~ fi tml.�14 VlAt rr < I CON, LIN'EL CANTILEVER .jiii th, DECK I W/ ,Fl P.T. 2X 12'S IY 0 CONC. LINTEL CONC. LINTEL CONC. LINTEL a 0 CANTILEVERED BAY 0 0 SUGGESTED FRAMING ONLY Z N NOT FOR CONSTRUCTION 00 FINAL FRAMING PER TRUSS COMPANY AND ENGINEER W W U) 8 w cf) x 8 v � J O O r v (D o o 1 0 Lo N O ¢ \ O Lo c\j u 0 8 c\j z z < i w N0 z r- � N LL U') t2 J LL I � U W Q [n — U J � � Z W g 0 Z �N W �-o 24 DEEP TRUSSES _ ff 0 ® 3RD FLOOR ONLLY Q 0 ® 16" O.C. }0) HEADER HEADER HEADER m N WE - - - Z �0 P.T. 2X12 ® 16" O.C. I I z AT WATERPROOF DECK I LTJ m ~z Q SET RIPPED DOWN a P.T. 2X'S ACROSS 2X12,S FOR SLOPE ILIT crm ui 0 C1 I W — o to 0BEA II W � - No0 �L 6X6 PO � li IR5rl j LOAD GEARING WALL SETTING ON TRUS ' S BEAM Q I IL--------� L----- -------- ------ 0 I II O 0 0 W i u I I w J��o U m F ELEVATOR 1 3 SHAFT ���� Lo0 I I � o I � III o z IIIoz- _j I I LL z I J II � I ILfl N I II it HEADER HEADER HEADER HEADER H DER w 0 Q o 2X8 RAFTERS ® 24" O.C. Q ® LOWER STAIR CEILING w 0 Z � 0 d � 0 SUGGESTED FRAMING ONLY Z N NOT FOR CONSTRUCTION FINAL FRAMING PER TRUSS COMPANY( AND ENGINEER Q o wW N w z m x 8 (� li O N D (o 0 o 0 0 t N II Lo O � \ N u/ g N o J m i� U) a m 3 41 E 1! LL ly 72 w S, m Z L t C z ,C _ � N� 1, N LL g o 0 a U LL w I �QU W Qm j� W J z g Q Z �N W �-o (to (L to U, 70'-0" ; N W o N ONO) 3'-3" 18'-4" N T T m p � r ------------------------ ------------------------------------------------------------------------------ ------ ------------- ------------------------ O r------------------- ---------- ----------------------------- ------------ �.�------ ---------------�.� �. --�- -T----- ----------------------, , N ;::::::.. 30"x 16"CONTINUOUS iajI IIII III L ::: ::. FOOTING III - LL ! W/(3)#5 CONT. : 48"x 48 x 18 PAD FOOTINGN ,::::? N . .... °WITH(6)#5 EACH WAY QW(TYPICAL) . .. .. .. .. K SEE DETAIL"P"ON SD-1 W SD-1 I ---------�—'— —'': ---r--------- — M24"x 36"x 12"PAD FOOTING Na:trQ 1 — WITH(3)#5 EACH WAY: L-------- J Q I I I I I I L 5'-2" T-5" II ----------- I 22'-11" 9'-5" 3'-6" r � •�i I I , I I II :... SD-1 I I I I•::.: .:': ... I I I I K , 0 04"CONCRETE SLAB WITH 6x6 W1.4xl.4 WWF OR FIBERMESH OVER 6 MIL 56.25" PO COVERING CLEAN,COMPACT,TREATED FILL. J— W I �::::::.: a I I I a U I -------------------------------------� I r-- ---- --- I _. _i--1— L----- --------- r— --- —� I I I I I I I I I N I I , M -------------- ---------------------, I I ----------- ------, ----- I I I I I I T �4 7'-0" 40-8" co 79-8" 31-4" �q T � T m N EEDIMENSIONS VATOR FOUNDATION SHALL BE COORDINATED ATOR REQUIREMENTS a 17'-11" 1 14'-4" 1 6'-10" 19'-11" 21'-0" 0 Z W W 70'-0" >�> OWC O � (0 O O O 1 0 Z N N \ O � N .. 0 W . J 0 < 0 0 W 3 FLOYD S. IM SN,PE z !"� AUG1481 ST.AUGUSTINERD.,# HULSBERG ENGINEERING, INC. o N L7 Q 200U 0 JACKSONVILLE,FL.32258 FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER:25846 Z , Phone(904)88&2401 3 FL PE,NO.507911 Fax(904)260-4367 JEFFREY K HULSBERG,PE WILLIAM J.DERV,PE FLOYD S.SIMPSON,PE IL 0 Pjbwq§bdwAhA* FL PE No.33152 FL%W.49025 EIPENo.5Q191 FOUNDATION LAY T ONLY GENERAL: CONCRETE: WOOD FRAMING: • STRUCTURAL STEEL. CS 1. Project has been designed in accordance with 2004 Florida Building Code, 1. All concrete has been designed in accordance with "Building Code Requirements 1. All wood framing has been designed in accordance with "National Design Specification 1. All structural steel has been designed in accordance with AISC "Manual of Steel 8 _ 2004 Florida Existing Building Code, and/or 2004 Florida Building Code for Structural Concrete," ACI 318-02, and shall be constructed in accordance with (NDS) for Wood Construction," 2001 Edition Construction" and shall be constructed in accordance with AISC "Specification for w Residential (as applicable). "Specification for Structural Concrete,"ACI 301. Structural Steel Buildings," "Code of Standard Practice for Steel Buildings and Bridges," 21 2. All wood members exposed to weather or in contact with masonry, concrete or soil "Detailing for Steel Construction," and have the following designations: N 2. It is the intent of the Engineer of Record (Engineer) that this work be performed 2. All concrete shall have the following minimum compressive strength at 28 days in shall be treated with an appropriate preservative suitable for the exposure conditions. Welded connections --------------------------------------------------------AWS D1.1 = in conformance with all requirements of the authorities having jurisdiction over accordance with ASTM C 172, C31 and C39: Structural steel shapes, plates, etc. ------------------------------------ ASTM A36 this type of construction and occupancy. a. Slabs on grade, footings, and miscellaneous concrete: f c=2500psi 3. If ACQ treatment is used on any wood member, then all nailing shall require hot-dipped Structural steel pipe ---------------------------------------------------------ASTM A53 or A501 N b. Cast-in-place beams, columns, walls, and structural slabs: f c=3000psi galvanized nails meeting ASTM A153, Class C, or ASTM B695, Class 50. If borate Structural steel tubing ------------------------------------------------------ ASTM A500 .9 3. The contractor is responsible for the means and methods of construction and treatment is used then galvanizing is not required. CL shall work in conformance with all applicable codes and regulations. It is the 3. Cement shall conform to "Specification for Portland Cement" (ASTM C150) 2. All structural steel connections and fabrications shall comply with AISC specifications. contractor's sole responsibility to determine erection procedure and sequence 4. Prefabricated wood trusses shall comply with "National Design Specifications (NDS) 3 to insure the safety of the building and its component parts during erection. 4. Aggregate shall conform to "Specification for Concrete Aggregates" (ASTM C33) for Wood Construction," 2001 Edition and "Design Specifications for Metal Plate 3. All steel decking has been designed in accordance with "Steel Deck Institute (SDI)" and 10 Connected Wood Trusses ANSI/TPI 1 ." W ( ) shall be constructed in accordance with SDI "Manual of Construction with Steel Deck". 4. The contractor shall be responsible for all temporary bracing that is required 5. Water shall be clean and free of injurious amounts of oil, acids, alkalis, salts, V during construction to keep the structure safe and plumb until the entire organic materials or other substances that are deleterious to concrete or steel 5. All trusses shall be designed by the Truss Manufacturer's registered Engineer. 4. All bar joists have been designed in accordance with "Steel Joist Institute (SJI)" and structure is in place. Any bracing shown on the structural drawings is for the reinforcement. shall be constructed in accordance with SJI "Standard Specifications for Joist Girders". 0 Z P § W completed structure only. 6. The muss manufacturer shall submit shop drawings and design notes with a registered 6. Additional concrete requirements for structures located within 1500 ft of the Coastal Engineer's seal for approval. Design notes shall include the rated load capacity of the 5. All light gage structural framing has been designed in accordance with "AISI Standard 0 W 5. The contractor shall verify all conditions and dimensions at the job site prior to Control Line (CCL) and exposed to salt spray are as follows: truss to truss connectors, and the manufacturer's license to fabricate trusses utilizing for Cold-Formed Steel Framing" Grade 33 - U.O.N. 3 commencing work. a. All concrete shall have the following minimum compressive strength at the connector system proposed. The contractor shall approve fabrication and CU O 28 days in accordance with ASTM C 172, C31 and C39: installation drawings showing size, shape and layout. 6. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. Z W 6. The contractor shall supply, locate, and build into the work all inserts, anchors, i. Slabs on grade, footings, and miscellaneous concrete: angles, plates, openings, sleeves, hangers, slab depressions, pitches, or other f c=3000psi 7. Jobsite handling and erection, including temporary bracing, during installation of o .J components as may be required to attach and accommodate other work. ii. Cast-in-place beams, columns, walls, and structural slabs. trusses shall comply with TPI HIB 91. f c=5000 si SYMBOL LEGEND Imo' P 7. All details and sections shown on the structural drawings are intended to be b. Maximum water-cement ratio: 0.40 8. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened VIEW DIRECTION LIM typical and shall be construed to apply to any similar situation elsewhere in the C. Maximum chloride ion content: 0.15 percent by weight of cement in to their supporting walls or beams with metal connectors as noted in the Truss SECTION IDENTIFICATION W LL work except where indicated otherwise. accordance with ASTM C 1218 Connection Schedule. Z PORTION OF STRUCTURE WHERE WALL SECTION A L SECTION IS CUT OT 8. Refer to the structural drawings for all structural details and sections. The 7. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the 9. All gable ends shall be balloon framed or braced in accordance with the applicable SD' cc w "Details NUMBER WHERE THE SECTION c uJ Z contractor shall contact the Engineer for clarification in cases of conflict structural drawings. All reinforcing details shall conform to Details and Detailing of detail as shown in the structural drawings IS DRAWN --� Lu O between the structural drawings and any drawings prepared by others prior to Concrete Reinforcement," ACI 315, unless detailed otherwise on the structural > a commencing work. drawings. 4 HARDWARE AND ANCHORS: CHANGE IN SECTION 3 9. All window and door assemblies shall be designed to withstand the applicable 8. Tolerances for foundation and slab alignment as well as placement of reinforcement LOCATION WHERE SECTION WILLCHANGEo UU design wind pressures and shall be installed according to the manufacturer's shall be in accordance with "Standard Tolerances for Concrete Construction and1. All framing anchors and connectors noted on the structural drawings shall be o Z requirements. Materials," ACI 117. Footing or slab edges may be up to 2" outside and 1/2" insidemanufactured by Simpson Strong-Tie or Engineer approved equal. VIEW DIRECTION a C> of the sill plate. E C; 10. The design of the project structure assumes an allowable soil bearing capacity 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307, Grade A, A A_ SECTION IDENTIFICATION a a v LU of 2000 psf. It is the owner's and/or contractor's responsibility to obtain a soils 9. All concrete slabs on grade shall be the thickness as indicated on the drawings over CROSS SECTION SD-1 sD., N aL or ASTM F1554, Grade 36. 0 ► >- LL exploration report. All requirements for site preparation and soil compaction minimum 6 mil. polyethylene (visqueen) vapor barrier. Slabs shall be reinforced with SHEET NUMBER WHERE THE SECTION C specified in the soil report shall be followed unless more stringent requirements 6x6 W1.4x1.4 WWF lapped 8" at edges and ends in conformance with ASTM-A 185 IS DRAWN s �u i p P g q PP g 3. All metal connectors and hardware which are exposed to the exterior or in contact with L M are specified. The Engineer shall be notified if soil conditions encountered or fibermesh reinforcement shall be used with minimum 2 fiber length at 1 LB/CY ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per differ from the noted assumptions. complying with ASTM C1 116. a A153, Class C, or ASTM B695, Class 50. LOCATION OF DETAIL .Q z S O 10.Slabs on grade shall bear on structural fill which shall be clean sand free of debris 4. All anchor bolts threaded rods and associated hardware located within A DETAIL IDENTIFICATION o w p= DETAIL 2 W MASONRY. and other deleterious material. Structural fill shall be compacted to a density of at 1500 fleet of the Coasts{ Control Line (CCL) shall be galvanized per ASTM A153, SD-11 � ,.�, least 95% of the Modified Proctor Maximum D Density ASTM D1557 . Fill shall be SHEET NUMBER WHERE THE DETAIL 2 O >_ o Dry ( ) Class C, or ASTM B695, Class 50 IS DRAWN treated with termite poison before slab is placed. �, �j = W �- 0 General: 5. Wedge / Expansion bolts shall be "Power Stud / Rawl Stud" by Powers Fasteners / Z 11.Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall VIEW DIRECTION L „ g Y P p Rawl, "'Trubolt" by ITW Ramset / Redhead, "Wedge-All" by Simpson Strong-Tie, or � a a 1. All masonry has been designed iin accordance with Building Code be compacted to a density of at least 95% of the Modified Proctor Maximum Dry En ineer a roved a equal. 0 J _J Requirements for Masonry Structures," ACI 530-02, and shall be constructed in Density (ASTM D1557) for a depth of at least two feet (2'-0") below the bottom of g PP q ELEVATION A- ELEVATION IDENTIFICATION c H accordance with "Specifications for Masonry Structures,"ACI 530.1-02 the footing. 6. Anchor adhesives shall be either Epoxy-Tie SET or Acrylic-Tie AT b Simpson SD-1 SHEET NUMBER WHERE THE ELEVATION V rY Y P mo w _ Strong-Tie and installed according to the manufacturer's instructions. Holes shall be IS DRAWN NUL 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength 12.The following minimum concrete cover shall be provided for reinforcement: cleaned of all debris and brushed out prior to installation of anchor adhesive . of 2000 psi per ASTM C1019. Grout shall be mixed to provide a slump between " " 8 to 11 3"--------- Concrete cast against and permanently exposed to earth. � Q a 2"--------- Concrete exposed to earth or weather, #6 bar and larger. Metal Connector Fastening Schedule Ui o 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may 1 '/2" ----- Concrete exposed to earth or weather, #5 bar and smaller. Product ID U lift Ca acit Ibs Fasteners Anchorage (U.O.N. .N N be used in brick veneer. 1 '/2" ----- Concrete not ex osed to weather or in contact with earth for the ABU44 2200 SYP 12 16d 5/8" w/ 7" embed w U) P -a � primary reinforcement, ties, stirrups, and spirals in beams and columns. ABU66 2300 SYP 12 16d 5/8" w/ 7" embed N m = z 4. The contractor shall be responsiblle for the design and installation of all flashing 2 -----------Concrete walls and slabs exposed to salt spray CS16 1705 SYP or SPF 11 10d in each end - 22 total n/a �-'1 ,� DSP 775(SYP or SPF) (8) 10dx11/2" into studs n/a 2/2 --------Other concrete members exposed to salt spray Cn w _JConcrete Masonry (CMU): 6 10dx1 /2„ into double late = � 13.All continuous reinforcing steel in concrete shall be lap-spliced with the following H2.5A 600 SYP 5 8d in each end - 10 total n/a W 1. Concrete masonry units (CMU) shall be ASTM C90-75, Hollow Load-Bearing minimum lengths: H3 455 SYP 4 8d in each end - 8 total n/a 8 Concrete Masonry Units, Type 1, Grade N-1, normal weight, with a minimum #4 bars: 21" minimum H8 745 SYP 5 10dx1'/2" in each end - 10 total n/a compressive strength of 1900 psi (fm=1500 psi). #5 bars: 26" minimum HDQ8 8325 SYP 7210 SPF '/4 20 "x3" SDS 7/8" w/ 15" embed SET epoxy only) -� #6 bars: 32" minimum HETA16 1810 SYP 10 10dx1'/2" 4" embed. o 2. All continuous reinforcing steel in masonry shall be lap-spliced with the following #7 bars: 46" minimum HTS20 1450 SYP 1245 SPF 10 10d in each end - 20 total n/a Q co minimum lengths: HTS30 1450 SYP 1245 SPF 10 10d in each end - 20 total n/a L Q N p #4 bars: 15" minimum 14.Reinforcement in footings shall be bent around corners or corner bars shall be used. HTT16 4175 SYP 3695 SPF 18 16d 5/8" w/ 7" embed mono and 12" embed stem o w -j N CO Cb #5 bars: 16" minimum HTT22 5250 SYP or SPF 32 16d sinkers 5/8" w/ 7" embed mono and 12" embed stem ? wco o co co #6 bars: 30minimum15.The contractor shall provide spacers, chains, bolsters, etc., necessary to support LSTA18 1235 SYP 1165 SPF 7 10d in each end - 14 total n/a #7 bars: 40 minimum reinforcing steel. Support items which bear on exposed concrete surfaces shall have LTS12 775 SYP 620 SPF 6 10d in each end - 12 total n/a = Z M LTT20 1750 SYP or SPF 10 16d 1/2" w/4'/2" embed mono and 7CID " embed stem Q o = x ends which are plastic tipped or stainless steel. 8 v) o 3. Grout all cells containing vertical reinforcement in 5'-0" maximum lifts. LTT131 2310 SYP or SPF 18 10dxl Y2" 5/8" w/4'/2" embed mono and 7" embed stem � CO (J a- "- MGT 3965 SYP 22 10d 5/8" w/ 7" embed mono and 12" embed stem o C 4. Beam reinforcement shall be continuous across control joints. MSTA24 1640 SYP 1525 SPF 9 10d in each end - 18 total n/a E ROOF COVERING: MSTAM24 1500(SYP or SPF) (9) 10d into wood n/a 8 SCALE: Clay Masonry (Brick): (5) % x2'/4" Titen into CMU NIA 5 Y4"x13/" Titen into concrete 1. The contractor shall be responsible for the design installation of the roof � DO NOT SCALE 1. Brick shall conform to ASTM C62, C216, or C652 for Building Brick, Facing P g MSTA30 2050 SYP 1900 SPF 11 10d in each end - 22 total n/a N Brick and Hollow Brick, respectively. Grade SW shall be used. covering system. MSTA36 2050 SYP or SPF 13 10d in each end - 26 total n/a THIS DRAWING RELEASE DATE: MSTAM36 1870(SYP or SPF) (13) 10d into wood n/a s 8-01-06 2. Brick veneer shall be anchored with approved ties spaced no more than 24" o.c. 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to (8) Y4"x2'/4" Titen into CMU C) vertical and 16" o.c. horizontal. Additional ties shall be provided around all wall the manufacturer's requirements. 8 '/4"x13/" Titen into concrete REVISIONS: openings greater than 16" in either direction, and shall be spaced no more than MSTC66 5660 SYP or SPF 38 16d sinkers in each end - 76 total n/a 36" o.c. and placed within 12" of the openings. 3. Clay and tile roofs shall be installed per the "Concrete and Clay Roof Tile MTS12 1000 SYP 860 SPF 7 10d in each end - 14 total n/a Installation Manual, and the manufacturers requirements. MTSM 16 860(SYP) (7) 10d into wood n/a = LU 3. Strand wire veneer ties shall not be less in thickness than No. 9 gage wire (4) '/4"x2'/4" Titen into CMU and shall have a hood embedded in the mortar joint. Sheet metal ties shall 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed (4) 1/4"x13/" Titen into concrete N not be less than No. 22 gage by %8" corrugated and fastened with 1 3/4" according to the manufacturer's requirements. PA51 3685 SYP or SPF 21 16d 4" embed = galvanized roofing nails. Adjustable or strand wire veneer ties shall be used at PHD2 3610 SYP 3375 SPF (10) 1/4x3" SDS 5/8" w/ 7" embed mono and 12" embed stem 8 DRAWN BY: CMU walls. 5. The contractor shall be responsible for the design and installation of all metal SPH4 1360 SYP 1170 SPF 12 10dx1'/z" n/a �' DJM II flashing and valley material. SPH6 1360 SYP 1170 SPF 12 10dx1 Y2" n/a 4. Unless otherwise noted on the plans, a 3 '/2" x 3 '/2" x '/" steel angle shall be STHD14 4430 SYP or SPF 38 16d sinkers 14" embed .c CHECKED IF SS used for supporting brick veneer over openings. This angle will not be required Notes: ,,, 1. All connectors are manufactured by Simpson Strong-Tie(U.O.N.) � SHEET: for arched windows where brick is self-supporting. If the length of the opening 2. SYP= Southern Pine; SPF = Spruce-Pine-Fir N exceeds 5'-0" then the steel angle shall be attached to the wood framing with 3. Mono = monolithic concrete; stem = masonry stemwall or bond beam = Iditadditional requirements structures located 1500 feet the Indicates aonarequremens for srucures ocaewithin eeof 4. Anchorage refers to threaded anchors with noted diameters and embedment depths to % x 3" lag screws @ 32" O.C. 5. All nails noted are"common" U.O.N. o .. Coastal Control Line (CCL). N VERSION:SM MULTI-PLY ENGINEERED BEAM(LVL or PARALLAM)CONNECTION(U.O.N.): c NOTES: (2)PLY 13/4"WIDTH BEAMS- (3)ROWS-0.131"x 3 Y"NAILS @ 12-O.C. c 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED OF 8"CMU WITH 3 " " c #5 VERTICAL REINFORCEMENT @ 48"O.C.,INSTALLED AT EACH SIDE OF ALL (3)PLY 1 WIDTH BEAMS- (3)ROWS-0.131 x 3Ya NAILS @ 8 O.C.(APPLY EACH SIDE) '� w OPENINGS,AND INSTALLED AT EACH CORNER. ALL EXTERIOR WALL PLATE (4)PLY 1%"WIDTH BEAMS- (3)ROWS-SIMPSON Y4"x 6"SDS SCREWS @ 12"O.C.(APPLY EACH SIDE) a' HEIGHTS SHALL BE 10'-1 Y"-U.O.N. (SEE SHEETS SD-2 AND SD-3 FOR DETAILS) NOTES: 1) SPACE NAILS OR SCREWS 2"FROM TOP AND BOTTOM OF BEAM AND CENTER THIRD ROW IN BEAM TYPICAL EDGE STRIP(5) 't==y" 'E_== o 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 a=31 F; c SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 9'-1 Y"-U.O.N. ''''''' g 2) MINIMUM MATERIAL SPECIFICATIONS: TYPICAL INTERIOR ZONE(4) ;'`'�`; -_-' I T 3 THE FIRST FLOOR EXTERIOR WALL FINISH IS"BRITTLE" STUCCO -U.O.N. E=1,900,000 psi (STUCCO) ----- NOTIFY ENGINEER OF ANY VARIATIONS Fb=2600 psi -1T„ --- a Fol 750 psi '' Fv=285 psi c ' N O x B C © B CO w • 911 lie • 'all- • '011 • • • • • • • - � J Z III III E J w R R ¢ WIND PRESSURES ON WINDOWS & DOORS (psf) s J 0 W III II SD_3 SD_3 I Enclosed Structure - S-2 w ( I •�' ©1 I �XT'•EPd{�•SHEATHING TO w v` U) III III UNDERSIDE OP FLOOR m ~ w AREA OF OPENING EDGE STRIP' 5 INTERIOR ZONE 4 a I (2)1%"x 16"LVL.DIRECTLY 1 1 UNDER SHEAR WALL ABOVE DECK.(HVAC t HASE o7 Uj D Pos Nleg Pos Neg _2 Uj ¢ � IS ALLOWABLE}.NAIL 0° co I I • olli III m w A 0 to 20 sf 35.9 X48.0 O 35.9 -38.9 cn FLOOR SHEATH TO ¢ a I I c 20.1 to 50 sf 34.4 -44.7 34.4 -37.4 `L TOP PLATE wl 8d3"O.C.@- v z o O III III ..........• : +I 50.1 to 100 sf 32.2 -40.4 32.2 -35.3 "-' I 100.1 to 200 sf 30.4 -37.4 30.4 -33.4 ami o � 0 w N • o o 1 1 200.1 to 500 sf 28.9 -34.0 28.9 -31.9 rn ea>, III III 2x6 SPF#2 STUDS J (3)2x6 " CD D ti Base Design Pressure 30.40 GCpi=t0.18 N Lli-i @ 16 O.C. z aum LLI NOTE: BUILT-UP ¢ - "' BEAM 7 EXTENDS PAST III III HGUS412 POST � � c� DESIGN LOADS DEFLECTION CRITERIA o u AT ^A *4 - � COLUMN SUPPORT BM7 ............ FLOORS FLOORS ........ S-2 . .w I • LIVE LOAD CARPET OR WOOD FINISH ca .� • FG01 ¢ LIVING AREAS: 40psf LIVE LOAD: U480 c W ~ I Z 5Y4"x 7"PARALLAM POST o EXTERIOR BALCONIES: 60psf TOTAL LOAD: U240 L -� J 00 III o w EXTERIOR DECKS: 40psf > ..............._... m Fw o I I DEAD LOAD TILE OR BRITTLE FINISH o U a. III 42 c • � � � CARPET OR WOOD FINISH: 15psf LIVE LOAD: 0600 s • S-2 mco Q ISTER BALCONY JOIST TILE OR BRITTLE FINISH: 20psf TOTAL LOAD: 0360 3 I ¢ o CL TO FLOOR JOIST ROOFS ROOFS `'' C) co z I 1 " " `o Z o N THIS SHSEE EE DETAIL A LIVE LOAD LIVE LOAD: U240 c O rn� B III F01 0 co a TRUSS TOP CHORD: 20psf TOTAL LOAD: U180 a of I �22x�IOHEA�DER� .............. o (TYP � �. LO no TRUSS BOTTOM CHORD: 10psf I W 2 C 2 K ''.'..''''''''' 0 ~ CONVENTIONAL RAFTER: 20psf WALLS >, CC) Z s_2 III � _ � � .� LU • VM6 D-3 ? TIONAL CEILING: ps I H UjCL 0M • DEAD LOAD WIND LOAD: U240C>R R ' TRUSS TOP CHORD: °' 0 �O SD-3 SD-30• • FG05 SHINGLE- 7psf FLEXIBLE FINISH: caTILE- 15psf WIND LOAD: U120u" TRUSS BOTTOM CHORD: 5psf o• W • • • • • • CONVENTIONAL RAFTER: Z SHINGLE- 10 sf 8 Z PROVIDE VERTICALS IN ADJACENT CELLS RIPPLES p S TILE- 20psf o 0 CONVENTIONAL CEILING: 10psf c F- -- w 8'-0" 4'-0" N (2)2x12 BLOCKING DESIGN CRITERIA: O wrn BUILDING CODE:2004 FLORIDA BUILDING CODE (IF REQUIRED) D o STEP WIND DESIGN METHOD:ASCE 7-02 � HQ � z L 2x12 P.T.RIM JOIST BASIC WIND SPEED: 120 mph IL Q a NAILED TO EACH JOIST BUILDING CATEGORY: II o W J U_ 16"FLOOR TRUSS U� W IL BALCONY w/(5).131 N3 Y"NAILS. WIND IMPORTANCE FACTOR: 1.00 c� Q WIND EXPOSURE:C DESIGN FOR ENCLOSED STRUCTURE F_ LU210 HANGER BUILDING CLASSIFICATION: RESIDENTIAL .o W AT BLOCKING BEARING 2x12 P.T.BALCONY JOIST s U w BUILDING TYPE:TYPE V CONSTRUCTION Q Cl- NEW NEW BALCONY JOIST TO FLOOR TRUSS AT " N - w W N s O.C.ALONG BOTTOM CHORD AND WI NOTE: BORNE DEBRIS PROTECTION REQUIREMENTS: O w LO w/(4).131"x3Y4 NAILS AT EACH WEB OF TRUSS. 2nd.FLOOR WALL NOT -o Li ch THIS STRU RE WILL BE CONSTRUCTED WITH STORM SHUTTERS 0 ch SHOWN FOR CLARITY � � ALL WINDOWS D GLAZED DOORS.CONSTRUCT SHUTTERS PER T C = Z 2x SYP.MATERIAL RIPPED TO FIT rA SECTION-SISTER BALCONY JOISTS TO FLOOR TRUSS BELOW. ca Y AND ATTACHED wl Y"A307 BOLTS S-2 ALTERNATE:INSTAL PACT RESISTANT GLASS AT ALL E IOR WINDOWS �„ } J A 2"xX8'WASHERS AT SPACING AND GLAZED DOORS. c wLIL NOTED ON PLANS. WI")-BOR BRIS PR01fEC FASTEMNG u' w \ \ SCFEDULE 7/16" or 15/32"CDX (D -' FASTENER TYPE X EJMNER SPACING in. s c_ 1 ` PANEL S < <P�ANt� 4 ft<PANEL 6 ft<PANEL_ N 2ft S <4ft SPAN<6ft SPAN<8ft � N Y8 WEB STIFFENER 0- 3 " \ � JG�u ��j 2112"#6 WOOD SCREIIV 16 16 12 9 o w N � Jt(�- iv'�V C� 2112"#8WOOD94 16 16 11k41 ,16 12 t J N CO c (i{ ( . !/ NAILS O w \ 1 �Iv�i�V��� !�i �•tel.�� `j''�(• �i.f.Z 10d COM BOX 12 6 4 3 c I- W co (D ars I 1 117, NT= NE co CO J N d 7711 IDED =5 .-I C .� I 16 16 16 = Z Nobe:Fasteners shall be Installed at opposing ends of the wood panel. O ¢ X 12"x 6"x 8"BEARING PLATE 2x SYP.PLATE RIPPED 3 Y L LL w/ 2 %"x 5"NELSON STEEL BEAM TO BIEAM WIDTH Q STUDS.LOCATE TO ALLOW PER PLANS ATTACH w/Y2'x A307 BOLTS AND 2x SYP.SILL PLATE CONCRETE MASONRY LINTEL LEGEND: 0 � -' GAP AS SHOWN. wl 2",'Ar WASHERS @ 16"O.C. E LINTELS OVER MASONRY OPENINGS SHALL BE PRECAST CONCRETE, S SCALE: BOND BEAM/LINTEL a PER PLANS "CAST-CRETE®"OR EQUAL.ALTERNATE:"POWERS STEEL"LINTELS MAY „ _ , „ BE USED-(U.O.N.) a Y - -O (U.O.N.) i DO NOT SCALE THIS DRAWING OA = 8F16-1 B-(SEE DETAIL"K"'ON SD-2) REL aool L EASE DATE: VERTICAL REINFORCEMENT PER PLANS © = 8F8-1 B-(SEE DETAIL"K"ON SD-2) 8-0 -06 Y2"A307 ANCHOR BOLTS REVISIONS: TOP AND BOTTOM W14x 43 STEEL BEAM -- CMUWALL @ 24 O.C.STAGGERED = , SHEARWALL LEGEND: C 8F24-1 B-(SEE DETAIL"K"'ON SD-2) ol11 PACK OUT BEAM W DETAIL-STEEL BEAM BEARING ON CMU APPROX.3"w/(2)2xl2's. c S-2 WALL(BEAM PERPENDICULAR TO WALL) o, ® = SHEARWALLS SHALL BE CONSTRUCTED WITH EITHER /6" OR /2"RATED SHEATHING,EXPOSURE I.FASTEN N WITH 8d COM,BOX,RING SHANK,OR 0.131"x2 Y" WOOD FRAMED HEADER LEGEND: _ D SECTION-SILL PLATE TO STEEL BEAM NAILS @ 6-O.C.ON EDGES AND 12-O.C.ON INTERMEDIATE S-2 SUPPORTS. DENOTES E O HEADER DRAWN BY: ® = SHEARWALLS SHALL BE CONSTRUCTED WITH EITHER ERF 2 2x HEADEIR �� %6"OR 1%2"RATED SHEATHING,EXPOSURE I.FASTEN C K CHECKED BY: WITH 8d COM,BOX,RING SHANK,OR 0.131"x 2 Y" NAILS @ 3-O.C.ON EDGES AND 12-O.C.ON INTERMEDIATE DENOTES QUANTITY DENOTES QUANTITY SUPPORTS. OF CRIPPLES OF KING STUDS SHEET: SBS = SHEATH BOTH SIDES OF INDICATED SHEARWALL AND NAIL NOTE: _ 1st. FLOOR WALL LAYOUT WITH DENOTED PATTERN. ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM 0 o (2)2X8 No.2 OR BETTER SYP.INSTALL MINIMUM(1)CRIPPLE AND N (1)KING STUD AT EACH HEADER(U.O.N.) ci c c c cf) rn NOTES: W D 0 1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF No.2 u IIII � STUDS @ 16-O.C.FOR PLATE HEIGHT OF V-1 Ye"-U.O.N. TYPI AL ED RIP(5) �u� E a=7� 2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X ; o mi SPF No.2 STUDS @ 1�6"O.C.FOR PLATE HEIGHTS UP TO 9'-1 Y"-U.O.N. TYPI= ONE( ti= N 3) THE SECOND FLOOR EXTERIOR WALL FINISH IS"HARDI BOARD"(FLEXIBLE)-U.O.N. a J NOTIFY ENGINEER OF ANY VARIATIONS. 3 ae 2 2x12 HEADER 3 2x12 HEADER (L(2)2x8 HEADER 3 2x12 HEADER CL x x 1C 2K 2C 2K 2C 2K 2C 2K o o z NAIL SILL PLATE TO BEAM III : : O II . . . . � w BELOWw/0.13lx3Y"@3"0. • • o Q X11 :III LL _ II II II ■ cn I I o c' J III .............................: II NII W 0 IIM w a LUS210-Z(TYP.) I I L m �-- (4)2x6 SYP.BUILT-UP ; : 11�, I I ca W C/) 0 POST III co III FW— :. :::::::::::::: :::::::: •Loi U) J I I W 0 mp N W OfIII III cn 0 N II m 0 LL. 0 N (4)2x4 SYP. All m - ■ J ¢ BUILT-UP I� FG02 —III um J � II J �. POST0 all ; ........ ; ; .......:..........................................................:::.;..... a� `° ~C'U (3)2x4 SYP. : c LUN zLLJ (3)2x4 SYP. II III BUILT-UP ://. ; i —J W 0 BUILT-UP : : POST 1— U POST BM2 I I 2L2x12—RAISED ...... ........ ( I �' • _ — _ cc: ........ : : . : : : : Wcif NII 3 II o � zr N I I O a' E z o z c :..:...:...;..: :III : : c N cry III :IIIw 0 77 - - - - - - -- - -�- - -- - - — ami Z a � 3 2x12 HEADER Z� 0 2C 2K w 0 Q NOTES: N Q INSTALL 2x6 RAFTERS @ 24"O.C.AND INSTALL 2x6 RAFTERS @ 24"O.C.AND N 2x6 CEILING JOISTS @ 24-O.C. 2x6 CEILING JOISTS @ 24"O.C. O TOENAIL EACH END WITH 1) ALL THIRD FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF No.2 TOENAIL EACH END WITH cc = p (4 0.131"x 3Y"NAILS({TY(PICAL)) STUDS @ 16"O.C.FOR PLATE HEIGHT OF 8'-1 Y"-U.O.N. (4)0.131"x 3Y"NAILS(TYPICAL) 3 �� :D -'� Z USE 2x8 RIDGE MEMBERS AS REQUIRED USE 2x8 RIDGE MEMBERS AS REQUIRED ; Q w a 2) ALL THIRD FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 ¢ a 2nd. FLOOR WALL LAYOUT �_ �"_ W Ju- SPF No.2 STUDS @ 16 O.C.FOR PLATE HEIGHTS UP TO 8 1 s U.O.N. c w rn 3) THE THIRD FLOOR EXTERIOR WALL FINISH IS"HARDI BOARD"(FLEXIBLE)-U.O.N. 'CD � U NOTIFY ENGINEER OF ANY VARIATIONS. C LL_ N .(D w U U (D ui HANDRAIL BY BUILDER — — —— ) N z N O w •� w J m r' c J cy) ca = O � = Z w � NOTE: I � EACH BALCONY POST SHALL BE TREATED I U- 412 w 4 POST STRAPPED TO FRAMING BELOW ( I I a -7) WITH MSTA36 STRAP.STRAP POST TO HUS210-Z ai BEAM ABOVE WITH(2)H6 CLIPS. — — — —— ——— — — I L "' I I TYPICAL ALL POSTS-(U.O.N.) = N I il - - - - - - - - - - IC) c.� CD N N I N = SII I ' I L co H N °� II a- o M o ti 0 04 poll F= co LLI co o _$ II SD-3 =OF z II Io0 L - - - - -- - T21 ( 3 Y a- _ - - I U SHEARWALL LEGEND: 0 00 NOTE: :} : : ( I I E ALL OPEN PORCH CEILINGS REQUIRE A R E MINIMUM Y8 SHEATHING AT CEILING. SD-3 I ( = SHEARWALLS SHALL BE CONSTRUCTED WITH EITHER SCALE: . . .................. . . . . FASTEN WITH COM BOX NAILS %s" OR 1%2"RATED SHEATHING,EXPOSURE I.FASTEN AT 6"O.C.ON EDGES ANNDD 12"O.C.IN THE BOX,RING SHANK,OR 0.131"x 2 Y" ai DO NOT SCALE FIELD.THIS IS NOT REQUIRED ON THE :. I WITH 8d COM, NAILS 6-O.C.ON EDGES AND 12"O.C.ON INTERMEDIATE THIS DRAWING I UNDERSIDE OF FLAT DECKS OR : :...........: : � .............. @ L BALCONIES. ......' . .....' I SUPPORTS. RELEASE DATE: ® = SHEARWALLS SHALL BE CONSTRUCTED WITH EITHER 8-01-06 _LL _LL1s OR /2 RATED SHEATHING,EXPOSURE I.FASTEN REVISIONS: WITH 8d COM,BOX,RING SHANK,OR 0.131"x 2 Y" d� _ _ �_ _�_ _ � —J NAILS @ 3-O.C.ON EDGES AND 12-O.C.ON INTERMEDIATE 'c SUPPORTS. c SBS = SHEATH BOTH SIDES OF INDICATED SHEARWALL AND NAIL w WITH DENOTED PATTERN. I HEADER LEGEND: _ DENOTES SIZE 3rd. FLOOR WALL LAYOUT OF HEADER DRAWN BY: ERF 2 2x HEADER a C K 2 CHECKED BY: DENOTES QUANTITY DENOTES QUANTITY c__ SSS OF CRIPPLES OF KING STUDS � SHEET: NOTE: _ ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM o (2)2x8 No.2 OR BETTER SYP.INSTALL MINIMUM(1)CRIPPLE AND N (1)KING STUD AT EACH HEADER(U.O.N.) 04 • = Y"THREADED ROD FROM FOUNDATION TO DOUBLE HTT16 AT BEAM PLATE.(7"MINIMUM EMBEDMENT REQUIRED) c O = Y"THREADED ROD FROM FOUNDATION TO UPPER FLOOR a •••••••••••. DOUBLE PLATE.(7"MINIMUM EMBEDMENT REQUIRED) (' c w = Y"THREADED ROD FROM FOUNDATION TO DOUBLE 2) III III PLATE.(12"MINIMUM EMBEDMENT REQUIRED) O = Y"THREADED ROD FROM FOUNDATION TO UPPER FLOOR = III IIIDOUBLE PLATE.(12"MINIMUM EMBEDMENT REQUIRED o III III o 0 HHDQ 1-SDS2.5 = HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE I I cn cn NOTE: 6I III HHDQ11-SDS2.5 o D HOEDOWN(AS NOTED)INSTALLED AT SILL PLATE.COUPLE Q BEAM 7 EXTENDS PAST 8 _� • • I I MINIMUM Yz 0 ROD TO HOEDOWN ANCHOR AND CONTINUE � COLUMN SUPPORT. 0 DOUBLE PLATE ABOVE. � ALL%"ROD THROUGH III III ; a :::::::.'. : : ::::::::::::: 3 I INSTALL =�r •' ci " " " N BEAM wl 5"x5"xYa"WASHER 0 � I I Z o NUT&3 x 3 xYa WASHER IAT TOP.EMBED RODIII III d I I 15"INTO CONCRETE Ua z I III III I I Jm � RAISED BEAM(AS NOTED) vW co o o =J a DOUBLE PLATE 0BM7 � ■J HLF TT16 AT SILL TO WATCH v � � W FG01 T21TRliSS ABOVE Q o Q Q (2)MSTA30 III AT BEAM AND I I THREADED ROD ASSEMBLY ' �I s cm HTT16 AT SILL ` HHDQ1 THROUGH CENTER OF n- W III I I L •' I I '::.: . ........ RAISED BEAM � 0 QIII I i 1 I I I �III II I I W............. o -� D �=-- •� ,— i ( THREADED ROD THROUGH RAISED HEADEMEAM c Q LL W LL I THREADED ROD ASSEMBLY >% � III . . . . F 05 HTSM16 OR -NUT&2"xYa"WASHER (D �I) MSTAM24 ; Lw- �—0 SECOND FLOOR SOLE PLATE � • . low U o w BM6 Ell FLOOR SHEATHING L w p�- J w 1st, F THREADED ROD LAYOUT � � to I °- FLOOR JOIST(AS NOTED) 3 =!% of=% • • • _ --' -- _ • • • • `_`_ • • - - • • • _ _ • • FIRST FLOOR DOUBLE PLATE w G-. DETAIL OF ROD THROUGH FLOOR SYSTEM con o III • ; . . HTT22III a Lo • (2)HTS� I (3)CS16 TO BEAM BELOW , . ; I . :III • cv III r o III I I c u7 a- :............................' II � N o � ( I IIIM NAIL SILL PLATE TO BEAM III u_ "' BELOW w/0.131x(c�3"O.C. (3)CS16 I I NUT WITH 3"x 3"x Y"WASHER c O 00 c? °D :III ' ' I I ALTERNATE:SIMPSON LBPS Y 0 m • o III : • : : : ' " " 111 SLOTTED WASHER WITH 1 FENDER o` m I I WASHER. w cn III DOUBLE PLATE 'a • Z � -' S 0 m III • Y"THREADED ROD(U.O.N. m F— III o W w III W M CENTER ROD WITHIN DOUBLE PLATE w • �.- _ (3)CS16 TO BEAM BELOW �II U c a to �. Z S30 FG02 _JII " N {2)HT I� ....... . ........................................................................... OPTIONAL-Y THREADED COUPLING ?- III L i :::::::;:;: POR MINIMUM DEPTH OF THREAD IS Y" coCD = w .d r- 3 HTT16 ON ROD AT BEAM EACH ROD.) 0 (BOLT TO STEEL BEAM • BELOW) ; ; (2)HTS30 FROM BEAM AND • NUT WITH 2"xYs"WASHER �' Q � w 2 CS16 FROM STUDS TO ........ . III III ( ) � Q . ........ . • • AM BLOW : : .............. . .......... . SILL PLATE � BE - '--: I W u- ILBM2 EMBED INTO SLAB OR FOOTING JI .. .. I I WITH ANCHOR ADHESIVE v� Q t-- s I I CENTER ROD WITHIN SILL PLATE a V HTT22 mIII I I (3)CS16: : i i • ( I 'r.' NOTE: I'- •• •• : : I I HOLE SHALL BE CLEARED OF ALL : : ; ; I I ° ° ° ° DEBRIS AND BRUSHED OUT PRIOR N . . : . ° TO INSTALLATION OF ADHESIVE. f.. Q a • ° e.' cn 2 HTS30 � 0 N • III ( ) 0 Lu Lo w m co • -0 -- M • _ _ 'III HTT22 V• `__ • • • • • MINIMUM 7"EMBEDMENT INTO a m o • • • - - • • III : : :III5 CONCRETE(OR AS NOTED) r'i'1 = z • -765 —_ _ _ -HI— Y w • • • • • _ _�_ -�- _ • • Al_ • -- -- - - �' J THREADED ROD ASSEMBLY WITH ADHESIVE ANCHORAGE cmn u- --� SEE DETAIL"FF"ON SHEET SD63 �-- AA 3 U- FADEDROD LAYOUT.THR SD-3 Y'THREADED COUPLING(U.O.N.) U, od-I - - a� • • • • • _- • 2";x Y"WASHER AINCHOR BOLT OPTION 10R 2 I rn o OPTION 1:Y"x 10"CAST-IN-PLACE a co HEADED OR L-BOLT WITH " " 2CS16 I " a N o ti . NOTE: SEE DETAIL"W" BB ( ) 7 EMBEDMENT.(HOT-DIP • I EACH BALCONY POST SHALL BE TREATED ON SHEET SD-3 SEE DETAIL"W"&"BB" IJ-- GALVANIZED T STRAPPED TO FRAMING BELOW ON SHEET SD-3 OR S.S.) o w 6x6 POS I Z °a$ o 2 WITH MSTA36 STRAP.STRAP POST TO I e I s n OPTION 2:Y"HURRI-WEDGE ANCHOR N J N BEAM ABOVE WITH(2)H6 CLIPS. i I `'' I ° s .' d BY HURRI-BOLT,INC. .c � o Ud { TYPICAL ALL POSTS-(U.O.N.) I J -j a cn (INTERIOR LOCATIONS ONLY) Co ¢ 0 � N uiw o � o ca - - - - - - Z I t� �••- Y t u- I I I wcn I 3 Cn v a- cu c o I THREADED ROD ASSEMBLY ANCHORAGE OPTIONS a ao -� II I I E (2)HTS30 AT I C; E SCALE: IL TRUSS AND. CS16 II o I NUT cn cn FROM STUDS•TO :..:..._....:....:...:................. - w BEAM'BELOW'. (2)CS16 z 4 II o � :. SIMPSON LBPSYz SLOTTED WASHER �, DO NOT SCALE ( ( zo : I 1"FENDER WASHER. THIS DRAWING I I RELEASE DATE: I I I .................................... . T21 ' I Y"THREADED ROD(U.O.N.) 8-01-06 f i (2)HTS30 AT TRUSS ALTERNATE WASHER DETAIL REVISIONS: I 2)CS16 BETWEEN FLOORS AND( • it ... " . . ............ ... . SEE DETAIL FF" . . I ON SHEET SD-3 ; ; ui c TRUSS OR BEAM(AS NOTED) CID .............. • I v HOLDOWN(AS NOTED) FASTENED TO TRUSS OR BIEAM. • � � � DRAWN BY: — cm ERF • • --ZZ-- ---_- - • CHECKED BY: u, FSS ME jH SEE DETAIL"W'OR"BB"ON SHEET SD-31- THRtEADED ROD ASSEMBLY SHEET: 3rd. FLOOR THREADED ROD LAYOUT. HOEDOWN ON THREADED ROD AT TRUSS!BEAM o � N BRICK VENEER WITH 1"AIR SPACE AND WALL TIES @ 24"O.C.VERTICAL AND @ 16-O.C.HORIZONTAL a� c VERTICAL REINFORCEMENT AS NOTED ON WALL LAYOUT CONT.FLASHING;PROVIDE WEEP A w HOLES @ 33"O.C. CD GROUT AIR SPACE BELOW FLASHING VERTICAL REINFORCEMENT AS -$ NOTED ON WALL LAYOUT 8"CMU WALL(SEE TYPICAL I I 4"CONCRETE SLAB WITH 6x6 = WALL SECTION) I I W1.4x1.4 WWF OR FIBERMESH 2x_STUDS @ 16"O.C.(U.O.N.) (1)#5 DOWEL AT VERTICAL E REINFORCEMENT LOCATIONS 4"CONCRETE SLAB WITH 6x6 �l r-- 2x_TREATED SILL PLATE W1.4x1.4 WWF OR FIBERMESH - --__ 4 I I (SEE TYPICAL WALL SECTION - (HOOK 8"INTO SLAB) 8 CMU WALL SEE TYPICAL FOR ANCHORAGE) CURB HEIGHT VARIES WALL SECTION) a CURB HEIGHT VARIES MIL VAPOR BARRIER OVER TREATED / \\ \/\\ \\ \ \ \ \�%\ �6 MIL VAPOR BARRIER OVER I I " 4"CONCRETE SLAB WITH 6x6 \ AND COMPACTED FILL //\/\/,\, \ \/\/\/ 4 CONCRETE SLAB WITH 6x6 4 CONCRETE SLAB WITH 6x6 \ \ \// '' AS NOTED \\ \//\\//\\TREATED AND COMPACTED FILL W1.4x1.4 WWF OR FIBERMESH 3 (L W1.4x1.4 WWF OR FIBERMESH _�_ a .—.__�� W1.4x1.4 WWF OR FIBERMESH N GRADE \ j(1)#5 CONT. ° \ \ \ \ \ \ \ \ cn �.�a_. cn a� i8"CMU STEMWALL WITH(1)#5 GRADE \ \\//\\//�/////\//� \\/r - - - �— ''—� �,i�/\ a Q�"- w �ri�/\ _�`_ _ CL DOWEL 48"O.C.AND IN EACH CORNER. REINFORCEMENT(AS NOTED) Q e @ c d.e a j\ • e a e ��� /\/\ O j j/\ a e e. 115 o"\ ui \\/� FILL CELL SOLID AT EACH DOWEL. \/\/\/\/ " " � /�,, a �,, /� �,\\ ., ' .a �Q/ / ��\\ ., . .a � / / HOOK REBAR 8"INTO FOOTING. " o %\ a \\%\\%/�\//�\\�/ ANDMN EACH CORNER.U STEMWALL H(1)#4 @48 O.C. \\,. a a \/\/, �6 MIL VAPOR BARRIER OVER \ \,�\ \\ \\ \\�� \ \�\\\\ \\\ �� \i/\\/\\/\\/\\ \\/\\/\\ � 49 TREATED AND COMPACTED FILL /ice//�/i 6 MIL VAPOR BARRIER OVER TREATED /%//�/�' 6 MIL VAPOR BARRIER OVER TREATED ///�/� \ a //////�//� FILL CELL SOLID AT EACH#4 REBAR. /� //// /��/.�/� o Z �\ AND COMPACTED FILL AND COMPACTED FILL 8" \\ /\j/ //\j� / /� HOOK REBAR 12"INTO SLAB AND 6"INTO W \\,\\\ \,�� FOOTING. (AS NOTED) REINFORCEMENT(AS NOTED) V-8" THREE STORY- 3 #5 CONT. 1'-8" THREE STORY- 3 #5 CONT. o Q 2'-0" THREE STORY- 3 #5 CONT. 1'-8" (2)#5 CONT. L -�' V/ A SECTION - STEMWALL WITH BRICK E SECTION - PAD FOOTING AT PORCH STEMWALL SECTION - PAD FOOTING AT PORCH THICKENED EDGE J SECTION - BEARING STEPDOWN (WOOD FRAMED SECTION - BEARING STEPDOWN (CMU WALL W SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. cu o ■r 7S i. REINFORCEMENT LOCATIONS AS FILL SOLID WITH CONCRETE VERTICAL REINFORCEMENT AS NOTED ON WALL LAYOUTco um NOTED ON WALL LAYOUT (1)#5 DOWEL AT VERTICAL 4"STD.PIPE o 8"CMU WALL(SEE TYPICAL REINFORCEMENT LOCATIONS •-- v (HOOK 8"INTO SLAB) .A/ WALL SECTION) O i.i 4"CONCRETE SLAB WITH 6x6 �,� 4"CONCRETE SLAB WITH 6x6 REINFORCEMENT LOCATIONS AS /� U ' WWF OR FIBERMESH NOTED ON WALL LAYOUT «o � 0 W1.4x1.4 WWF OR FIBERMESH _ _—__� 4"CONCRETE SLAB WITH o ' 'u ~ w 1 #5 DOWEL AT VERTICAL 6x6 w ( } W1.4x1.4 WWF OR FIBERMESH � O \\ a ° , \ \ \ REINFORCEMENT LOCATIONS V \6 MIL VAPOR BARRIER OVER TREATED �i 6 MIL VAPOR BARRIER OVER (HOOK 8"INTO SLAB _N AND COMPACTED FILL \j,\\i,\\/�\� ) • GRADE \ \ /\r i // // !TREATED AND COMPACTED FILL -- - - `° \ \ \ AS NOTED \ \ \ \ 4 CONCRETE SLAB WITH 6x6 • \ (1)#5 CONT. a 3 " GRADE W1AA A WWF OR FIBERMESH 4"CONCRETE SLAB WITH 6x6 ��8 CMU STEMWALL WITH(1)#5 \ \//\\�\/\\//\\//\\\/�� --�—� �, W1 AA A WWF OR FIBERMESH ��\//�\//�\/// •: p I: . . j\\/ o a /� a j� DOWEL @ 48"O.C.AND IN EACH CORNER. /\ \/\/\/\ REINFORCEMENT(AS NOTED) c d.• a a.., • \ 6 MIL VAPOR BARRIER OVER TREATED \//\\/ / �' ° GRADE �� ,�/\\//\\//\\// . .1 \//\\//.AND COMPACTED FILL o Z FILL CELL SOLID AT EACH DOWEL. /\� v`°\ \ \/��/ -y- - o /\//\//\// \//\//\// O \// 8 CMU STEMWALL WITH(1)#4 @48 O.C. \r. a \\ \ -- \ \ \ \ \ �� HOOK REBAR 8"INTO FOOTING. o c \ \ \ \ a % / , 6 MIL VAPOR BARRIER OVER c M \/\/\/ d: r' ;' Cn o / o //\ //\//\//\//\/ AND IN EACH CORNER. \//�\�/ i\ // // // a ////�/ c CL Lo \ / � ° /\/\/</ \i\\ \\ \\\\ \\\\\\ TREATED AND COMPACTED FILL // // \ \\ \\ a \ \\ ca � FILL CELL SOLID AT EACH#4 REBAR. '%//��///�// /��///�//�/ \!\\\� e • .•e' (J�°/\\� �jj////// ; . I \ FOOTING FOR BOLLARD o " " .� . /\.s r\ / / 6 MIL VAPOR BARRIER OVER a I %\\/ (EITHER ROUND OR SQUARE c Z HOOK REBAR 12 INTO SLAB AND 8 INTO ` �� TREATED AND COMPACTED FILL //\// ,° e ' \/�� (E cv LL FOOTING. IL-1' / FOOTING IS ACCEPTABLE) c CL 2'-0" THREE STORY- 3 #5 CONT. 1=8" (2)#5 CONT. (AS NOTED) REINFORCEMENT(AS NOTED) g" (1)#5 CONT. • \/ 2'-0" o Lu —' v u- B SECTION - STEMWALL F SECTION - PAD FOOTING AT PORCH STEMWALL SECTION - PAD FOOTING AT PORCH THICKENED EDGE K SECTION - THICKENED EDGE - z N SECTION BOLLARD � z SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 z ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. SD-1 $ O `-' W SHOWER AREA $ `o �, DC �- N BRICK VENEER WITH 1"AIR SPACE _ w 0 � AND WALL TIES @ 24-O.C.VERTICAL .3 0 AND @ 16-O.C.HORIZONTAL 8"CMU STEMWALL Zt Q Z VERTICAL REINFORCEMENT AS v uj L Q NOTED ON WALL LAYOUT FORM EDGE c O J U- CONT.FLASHING;PROVIDE WEEP PLAN VIEW c W HOLES @ 33"O.C. -a)a) (� GROUT AIRSPACE BELOW FLASHING v6 LL. 8"CMU WALL(SEE TYPICAL VERTICAL REINFORCEMENT AS o WALL SECTION) NOTED ON WALL LAYOUT U (1)#5 CONT. 8"CMU WALL SEE TYPICAL s w WALL SECTION) N FILL JOINT WITH ELASTOMERIC 8"MIN. (1)#4 CONT. 3"MAXIMUM OVERHANG(OPTIONAL) a, N JOINT FILLER fn V-- 4"CONCRETE SLAB WITH 6x6 Lo 4"CONCRETE SLAB WITH 6x6 � cy) " HEIGHT OF CURB OVARIES •v w —� m W1.4x1.4 WWF OR FIBERMESH W1.4x1.4 WWF OR FIBERMESH LL- c� 4"CONCRETE SLAB WITH 6x6 ca J W1.4x1.4 WWF OR',FIBERMESH v y = Z cu ui /\\/\\/\\/ • - j\� \ \\6 MIL VAPOR BARRIER OVER TREATED Y \\ \ \\ \\ BEARING POST(AS NOTED) �; >- / 6 MIL VAPOR BARRIER OVER TREATED \/\ \/\�AND COMPACTED FILL w GRADE \ \\/\\\� /\/\ \/\ / / 4 CONCRETE LL \i AND COMPACTED FILL \\ \ \\ 6 MIL VAPOR BARIRIER OVER TREATED \\/\\ \/\'' /\\� \/\/\ \ (1)#5 CONT. E SLAB WITH 3 ' • j//jam/ ��8"CMU STEMWALL WITH(1)#5 E • j\\\�//\�//��AND COMPACTEDI FILL GRADE - \j\\//\\�\j�" 6x6 W1.4x1.4 WWF OR 2 W /,� DOWEL @ 48"O.C.AND IN EACH CORNER. j\///\\//�/, \\�\\/\\\\ .8 CMU STEMWALL WITH(1)#4 @ 48 O.C. o FIBERMESH �, � FILL CELL SOLID AT EACH DOWEL. < . \\\\\� ////�//�//�AND IN EACH CORNER. - N 8"CMU STEMWALIL WITH 1 #5 \/\\/\\ o \ �• a °• �� HOOK REBAR 8"INTO FOOTING. o \ \\\�` " ( } c \/ \/j 'FILL CELL SOLID AT EACH#4 REBAR. W / // DOWEL@ 48 O.C.,AND IN EACH CORNER. o'\/ ~ \\\\ ��° \\ :��\ �•\ �. • a °, �� � �- \/ � ° � . \//�/ HOOK REBAR 16 INTO PORCH SLAB ¢ o r,\/\ h s �,/� FILL CELL SOLID AIT EACH DOWEL. \ a \ � AND 6"INTO FOOTING. Z \,� \ �/ /\i 6 MIL VAPOR BARRIER OVER cv HOOK REBAR 8"INTO FOOTING. , 8" \\,��\ ' %j\ j\ % \�\\ \��/� TREATED AND COMPACTED N fl. � 8" 6\ \��` �� �./�. FILL $ FW_— N o 2-001 THREE STORY- 3 #5 CONT. 2'-0" THREE STORY- 3 #5 CONT. 1'-8" (2)#5 CONT. (AS NOTED) REINFORCEMENT(AS NOTED) .L°'c � J N M � - 000 0 co J SECTION - STEMWALL AT GARAGE WITH BRICKrG SECTION - STEMWALL AT EXTERIOR WALL SHOWER L SECTION - PORCH STEMWALL P SECTION - INTERIOR BEARING PAD FOOTING '- J W � � 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 Q H ZO a� ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. 3 Q Y s �i E Lo � N VERTICAL REINFORCEMENT AS NOTED ON WALL LAYOUT SCALE: 8"CMU WALL(SEE TYPICAL a N.T.S. - (U.O.N.) WALL SECTION) CD DO NOT SCALE (1)#5 CONT. VERTICAL REINFORCEMENT AS THIS DRAWING NOTED ON WALL LAYOUT RELEASE DATE: FILL JOINT WITH ELASTOMERIC a� JOINT FILLER " (1)#5 DOWEL AT VERTICAL .� 8_01_06 4"CONCRETE SLAB WITH 6x6 2x_STUDS @ 16 O.C.(U.O.N.) REINFORCEMENT LOCATIONS 4 CONCRETE SLAB WITH 6x6 c W1.4x1.4 WWF OR FIBERMESH 2x_TREATED SILL PLATE (HOOK 8"INTO FOOTING) W1.4x1.4 WWF OR FIBERMESH — REVISIONS: 4"CONCRETE SLAB WITH 6x6 . (SEE TYPICAL WALL SECTION 8'CMU WALL(SEE TYPICAL 00 0 'c e -. W1.4x1.4 WWF OR FIBERIMESH • / � FOR ANCHORAGE) WALL SECTION) \\\\\\\\ \\ c \ \ \ / ,6 MIL VAPOR BARRIER OVER TREATED o, 6 MIL VAPOR BARRIER OVER TREATED 4"CONCRETE SLAB WITH 6x6 4"CONCRETE SLAB WITH 6x6 CURB HEIGHT VARIES c GRADE - \\ \\�\j\\�qND COMPACTED FILL W1.4x1.4 WWF OR FIBERMESH W1.4x1.4 WWF OR FIBERMESH \///\\/// AND COMPACTED FILL W rn \\ \\\\//\/' / ,(1)#5 CONT. a ° a� • ////�//\\ \�r8"CMU STEMWALL WITH(1)#5 GRADE /\\j\\j\\\\j�" " \��� --- . DOWEL @ 48-O.C.AND IN EACH CORNER. a-- o----. - -°-=. -•- a - e----. -° _ --a---.. \ a \ c d ° _ d \� d ° a \j�\//\//\�8 CMU STEMWALL WITH(1)#4 @ 48 O.C. \ _ o j //�// FILL CELL SOLID AT EACH DOWEL. q ,\\ ad / \j q \/\/\ 1� ° a ad / \� / /\\�\\�\\AND IN EACH CORNER. �UMIL VAPOR BARRIER 0`VER TREATEDHOOK REBAR 8"INTO FOOTING. ���\\/ • v • • \\/ / ���\\/ a.'•. .. \\/ / o \/ �//�//.� FILL CELL SOLID AT EACH#4 REBAR. �' ci AND COMPACTED FILL c HOOK REBAR 16"INTO PORCH SLAB AND — DRAWN BY: MIL VAPOR BARRIER OVER // 6 INTO FOOTING. 6 (1)#4 CONT. c DJM II 8" ° 6 MIL VAPOR BARRIER OVER TREATED AND COMPACTED FILL \,/�\ \/�\/��j�� -(D TREATED AND COMPACTED FILL CHECKED BY: 2'-0" THREE STORY- 3 #5 CONT. 1'-8" THREE STORY- 3 #5 CONT. 1'-8" THREE STORY- 3 #5 CONT. 6" w FSS 1'-8" (2)#5 CONT. v, SHEET: N rD SECTION - STEMWALL AT GARAGE rH SECTION - INTERIOR BEARING WOOD FRAMED SECTION - INTERIOR BEARING CMU WALL M SECTION - PORCH STEMWALL WITH BRICK KOQ SECTION - NON-BEARING STEPDOWN o _ SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 N ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. @ M-THREE STORY(VERSION:10-05) VERTICAL REINFORCEMENT REQUIRED AT CHANGES IN PLATE HEIGHT vi c .c HOOK REINFORCEMENT INTO GROUTED CELL AT PLATE HEIGHT CHANGE 10 STANDARD HOOK=10"(TYPICAL) I i w CMU WALL IF 11 h � I. ,•I t I FASTEN 2x_TREATED BUCKS TO CMU WALL I 8"CMU WALL E M VERTIICAL REINFORCEMENT IN GROUTED CELL LINTEL AS REQUIRED LINTEL AS REQUIRED • GROUTING OPTIONAL IN THIS AREA(U.O.N.) I... AS NOTED ON WALL LAYOUT PER WALL LAYOUT PER WALL LAYOUT t. (SEE DETAIL"C"ON SD-2) ;•° II � I o 41111111111 (LINTEL OA SHOWN) (LINTEL©SHOWN) ;: 2x_BLOCKING(TYPICAL) to Q BOND BEAM JJ'` CONCRETE GARAGE DOOR I ,1 I. I I •1 ' 2 a ; LINTEL AS REQUIRED 3)0.131PICAL) x 3Ya"TOENAILS AT EACH LINTEL Q � d ND(TYPICAL) PER WALL LAYOUT TOENAIL EACH SILL PLY TO BUCK (LINTEL OA SHOWN 'r • a . .. d• 4. , ..,. .. , � .'' I 1 WITH(3)0.131"x3Y"NAILS(TYPICAL) � � �• 3 % " ; . 2x10 TREATED GARAGE DOOR ` , MINIMUM 4 BEARING LENGTH REQUIRED BUCK ATTACHED WITH a a I I I FOR PRECAST LINTELS-S"IS RECOMMENDED BEVEL BLOCKING AS REQUIRED FOR I: • , . ; d ' 1. I I :I h I I Y"x 3Y"TAPCON x W MINIMUM 1 Y NAIL PENETRATION �, i,• 1 14. . - .. : INTO MAIN FRAMING MEMBERS. SCREWS @ 24"O.C.(TYPICAL) STAGGERED� (2)2xSILL ; - oJillW • ATTACHED WITH Y"x 8" W NOTES: SHEATHING MAY CANTILEVER UP TO I I I ANCHOR BOLTS@ 24"O.C. 'TREATED 2x BUCKS AROUND PERIMETER2"MAXIMUM PAST SUPPORTS.ALL WINDOW ATTACHMENTS MUST BE WITH 2"xYs"WASHERSOF ALL OPENINGS. FASTEN BUCKS TOI � I" " ANCHORED INTO 2xMEMBERS. MASONRY WITH Ya x 3 TAPCONSCREWS@ 24.O.C. MAXIMUM1� 1 p 4 ld I to I In "1SPACING(TYPICAL) I - U) � W f , I I t 2 LLY BED AL JOINTS C I ..f 1 1 1 '.., I. ., a I I t 1 I I I 1 1 1 ' D DETAIL -TYPICAL ARCH TOP OPENING CMU WALL E DETAIL - TYPICAL GARAGE DOOR BUCK L� f. I t 1 1 e' e' 1 1 I I I �-2 O 1 1 „ '• •: • • 4' _______ _ ___ _________ __ '' I 1 _______________ • I I •1 .I ,• , ,♦ •i I •I I •I I •t 4; n I I n l I I i' d; i' i ;'• 4; 1 I GROUTED CELL WITH VERTICAL AT CORNER �� 11 i I I I!,I I I ; ; I I I I ;. ; • i'•"s%:,.. ii. REINFORCEMENT REQUIRED AT EACH r SIDE OF ALL OPENINGS(TYPICAL) BOND BEAM � I• 1 II I 1' 1 1 '1 I 'I t U MINIMUM 16"LAP IN REINFORCEMENT — 11 „ ,•„ 1 BOND BEAM REINFORCEMENT CUT BLOCKS AT 450 TO FABRICATE CORNER w •; n I I ii .' ' ' i ; ' ' ' ' ; i 4- TYPICAL 8x8x16 CMU U (1)#5 VERTICAL IN FILLED CELL tC 11 1 1 11 I I I I I I. I t t •t'•''•'••, L •U) f—. W 11 1 1 11 I 11 I 1 f- ;• I I I I I•• I I• I 1 '~t O I. I , I. I I I •I , I I I d I I ( ) 5 CONT IN LINTEL .`:' ''.','.. � p II •I I I I I 1 I I I I I I I t • ' _ — I > FIELD CUT CORNER �-- v ate•. 11 1 I I I I INSTALL PRE-FABRICATED I I II 1 1 II I I I I' 1 I I I 1 t' t c���. 16"MINIMUM NOTE: 45°CORNER UNIT s L8N DEEP BOND BEAM REQUIRED BENEATH VERTICAL REINFORCEMENT WHERE DOWEL FROM FOUNDATION MINIMUM 16"LAP(TYPICAL) CORNER BAR MAY BE 3 ALL WINDOW OPENINGS. REQUIRED(SEE WALL LAYOUT) (TYPICAL) SUBSTITUTED WITH NOTE: (1)#5 VERTICAL IN FILLED CELL o Lug HORIZONTAL REINFORCEMENT NOT REQUIRED MINIMUM 16 LAPIN EITHER CONDITION IS ACCEPTABLE (1)#5 CONT.IN LINTEL o Z FOR NOMINAL OPENING WIDTHS OF 48"OR LESS EACH DIRECTION L rn PRE-FABRICATED CORNER 1-�-� a OR WHERE"WIND RESISTANT"PRECAST WINDOW E � SILLS BY CAST-CRETE@ ARE USED.(U.O.N.) o cc 0 C DETAIL -TYPICAL FRAMING CONDITIONS (CMU WALLrF SECTION - TYPICAL CMU CORNERrG DETAIL - TYPICAL 45 CORNER BLOCK WORK c W k.SD-2 SD-2 SD-2 .c a. ti O L , , M L_ 2x4 SYP BLOCKING REQUIRED BETWEEN NOTES: 0 CAST-IN-PLACE RAKED TIE BEAM WITH LOOKOUTS � � Z I (2)#4 CONT. ROOF SHEATHING 1) ALL PRECAST LINTELS SHALL BE MANUFACTURED BY CAST-CRETE @ OR ENGINEER TRUSS(BY OTHERS) $ O (MINIMUM 4-CLEARANCE OVER STEPPED 2x4 SYP LOOKOUTS @ 48-O.C. APPROVED EQUAL CONNECTOR WHERE REQUIRED o w F-- CMU WALL) 2) REFER TO"TYPE DESIGNATION"BELOW IN CONJUNCTION WITH"LINTEL LEGEND-ON (SEE TRUSS CONNECTION SCHEDULE) w SEALANT AT BOTH FACES I° d Lo ;• a e STANDARD HOOK ;� H2.5AZ CLIP AT EACH LOOKOUT WALL LAYOUT TO DETERMINE PROPER CAST-CRETE®LINTELS TO BE INSTALLED O o NEOPRENE JOINT MATERIAL ; w a' INSTALLED FULL HEIGHT OF WALL �n =GYPSUM BOARD c Z - • � �'� ..�•e': •' 2x6 TREATED LEDGER ATTACHED TO .3 0 : ..::.... WITH Ya"x 3Ya-TAPCON - H GROUT OR PLACED (2)2x SYP#2 DOUBLE PLATE `�° Q w N,• >; t •,M• • TIE BEAM W F-FILILED WITHFIELD SCREWS @ 24-O.C. U=UNFILLED CMU (U.O.N.) Q cu CAST-IN-PLACE RAKED TIE BEAM WITH QUANTITY OF#5 REBAR AT s = GROUT WALL STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) W I•. (2)#4 CONT. BOTTOM OF LINTEL CAVITY w v #5 FIELD ADDED � ~ � FILLED CELL WITH VERTICAL I'. a (MINIMUM 4-CLEARANCE OVER STEPPED GYPSUM BOARD •�' Q REINFORCEMENT AT EACH " .�, CMU WALL) � BOTTOM OF •D V SIDE OF JOINT t 81F16-11311T LINTEL CAVITY .a I e " THREADED ROD ASSEMBLY AT cu Y"WIDE GAP IN BLOCKS I- — — — -� — —i - SECTION MINIMUMY4LOOKOUT AND TIE BEASPACE BETWEEN 8"WIDTH PRECAST LINTEL NOTED SPACING(SEE DETAIL ON NOTE: ; I a " WIDTH (QUANTITY OF#5 7 5j•ACTUAL ) co V MAXIMUM/a SPACE ALLOWABLE IREBAR AT TOP THREADED ROD LAYOUT W MORTAR BEDS AND HORIZONTAL JOINT REINFORCEMENT SHALL BE ELEVATION HEIGHT STOPPED AT EACH SIDE OF CONTROL JOINT 2x_TREATED SILL PLATE F- Q w c rn � TYPE DESIGNATION TYPICAL LINTEL SECTION d d a e a A w to \' d/ -a J co C0 cu = O rH DETAIL -TYPICAL CMU CONTROL JOINT J DETAIL -VAULTED CMU WALL GABLE END K TYPICAL DESIGNATIONS FOR PRECAST LINTELS L SECTION - TYPICAL INTERIOR BEARING WALL = w a> >[ W sD-2 sD-2 LU sD-2 sD-2 THIS DETAIL ONLY APPLIES TO WOOD FRAMED WALLS N V 1 > LL UL Li w a� / RATED SHEATHING CONTINUOUS 2x4 SYP SCAB FROM TOP c N \ TO BOTTOM CHORD AT X-BRACING rn NOTCH BLOCKING OVER PLATE AND TOENAIL cv ti TO PLATE WITH 0.131"x 2 Y"NAILS ROOF SHEATHING(AS NOTED) N NAIL TRUSS BOTTOM CHORD TO SILL PLATE 2x4 SYP BLOCKING AT SHEATHING JOINTS 48 a� MISPLACED STRAP CD " ch "qr co (TO BE ABANDONED!) FROM GABLE END. o cv M WITH 0.131"x 3 Y"HDG NAILS @6'0.C. 0000 0 ROOF TRUSS(BY OTHERS) ' TSS2 PLATE UNDER TRUSS @ 24-O.C. 3 0.131"x 3Ya"TOENAILS AT EACH LOOKOUT co w oo _ TWIST STRAP BOND BEAM TO TOP CHORD OF TRUSS. S (SEE TABLE) \ rn LU > M o • 2x4 SYP BLOCKING REQUIRED BETWEEN c _j `• c \ ------- / Yz"x 10"ANCHOR BOLT @ 48-O.C.WITH 2"x Ya" LOOKOUTS a F- p N / WASHER THROUGH TREATED 2x8 PLATE 0 co o c \ \ 2x_SYP BARGE RAFTER 3i: = U LL UPLIFT(Ibs) REQUIRED CONNECTOR \ a 4 / � Q FASCIA(BY OTHERS) o UP TO 860 (1)MTSM16 \ \ E a ' / 2x4 SYP LOOKOUTS @ 48"O.C. E N ---_ / H3 CLIP OR EQUAL AT EACH S SCALE: — I 861 -1810 (2)MTSM16 CMU CONDITION I �� LOOKOUT - N.T.S. - (U.O.N.) OVER 1810 CONTACT ENGINEER I �\ � �� / TOP CHORD OF GABLE END TRUSS � DO NOT SCALE •� \ (DROP GABLE) v, THIS DRAWING NOTES: \ / / CONTINUOUS 2x4 SCAB FROM TOP TO 1) THIS DETAIL IS TO DESCRIBE APPROPRIATE(MEASURES TO TAKE WHEN EMBEDDED \ \ / BOTTOM CHORD AT X-BRACING RELEASE DATE: TRUSS ANCHORS HAVE BEEN MISPLACED. \ \ / (3)0.131"x 3Ya" NAILS TYPICAL AT L 8-01-06 CU 2 IF THE DISTANCE FROM THE MISPLACED STRAP IS Ys"TOY"THEN NO // \ \ -BRACING REVISIONS: CORRECTIVE MEASURES ARE REQUIRED. RATED SHEATHING 2x4 X-BRACE @ 96 O.C. ai c FROM THE MISPLACED STRAP IS %s"T01"THEN A WOOD TOENAIL BOTTOM CHORD OF TRUSS TO �� INSTALL 2x4 SYP SCAB IF VERTICAL WEB 3) IF THE DISTANCEI DOUBLE PLATE WITH 0.131"x 3 Y"NAILS c IS NOT PRESENT. c SHIM OF APPROPRIATE THICKNESS MUST BE INSTALLED BETWEEN THE STRAP @ 8-O.C. \ CONTINUOUS 2x4(8'-0")#2 SYP LATERAL AND THE TRUSS. NAILS TO BE USED IN STRAP MUST BE INCREASED IN LENGTH w EQUAL TO OR GREATER THAN THE THICKNESS OF THE SHIM. L / BRACE @ 48"O.C. SEE DETAIL"UU"ON SD-4 4) IF THE DISTANCE FROM THE MISPLACED STRAP EXCEEDS 1"THEN THE STRAP \ Y" THREADED ROD ASSEMBLY MUST BE REPLACED WITH THE APPROPRIATE STRAP REQUIRED BY THE UPLIFT / LOAD PER THE DETAIL ABOVE. � � DRAWN BY: \ / NOTE: / DJM II \\ / ALL MEMBERS SHALL BE#2 SYP. .= CHECKED BY: 2x4 BLOCKING @ 48.O.C.BETWEEN w SSS WOOD FRAMED CONDITION GABLE END TRUSS AND FIRST TRUSS. GYPSUM BOARD CEILING N SHEET: M DETAIL -TYPICAL MISPLACED EMBEDDED STRAP N SECTION - GABLE END WALL X-BRACING Lo SD-2 REPAIR �-2 N O H-R-T(VERSION:10-05) ci c INSTALL DSP CLIP @ 16"O.C. o, MAXIMUM SPACING (U.O.N.) ami INSTALL MSTA24 STRAP LOOPED OVER 1'-4"MAX. DOUBLE PLATE.NAIL TO CRIPPLE ON w EACH SIDE WITH(6)10d x 1 Y"NAILS. 6"MAXIMUM cn = M E END VERTICAL BRACING REQUIREMENTS c DOUBLE PLATE I I I I STRAP CRIPPLE TO HEADER WITH N O BRACING STUCCO ALL OTHER FINISHES — EXTERIOR BEAM PLY(BEYOND) I I I LSTA18 STRAP `� I I I I € N NONE REQUIRED 0"TO 53" 0"TO 66" PA23 EMBEDDED STRAP(BEYOND) I I I I •� 2x4 L-BRACE 54"TO 100" 67"TO 126" .In-I� EXTERIOR BEAM(AS NOTED) 2x6 L-BRACE 101"TO 162" 127"TO 204" I I I i 1 FASTEN STUD TO CMU WALL WITH oa�- PA23 EMBEDDED STRAP W RATED ROOF SHEATHING (SEE WALL LAYOUT) Y4"x 3Ya"TAPCON SCREWS @ 24-O.C. c Q ALTERNATES:EITHER Y2"x 8"ANCHOR 2x_L-BRACE NAILED TO I CMU COLUMN(SEE WALL LAYOUT) BOLT OR 2"x 6"WEDGE ANCHORS @ 32"O.C. o VERTICAL WEB I I I I I I u WITH 0.131"x 3"NAILS I ( I I ui �- VERTICAL WEB IN GABLE END .,,It BASE OF CMU SQUARE COLUMN I I THREADED ROD ASSEMBLY I I THREADED ROD ASSEMBLY o TYPICAL STUD(SEE WALL SECTION} I I 3 w TRUSS I I#5 VERTICAL REBAR = SEE WALL LAYOUT) TREATED 2x STUD I I ( I cu Z / a 2x_LOOKOUTS AT 48"O.C. ( I I I Ia' W THREADED ROD ASSEMBLY �2 Q w FOOTING DOWEL > j (SEE DETAIL"F"ON SD-1) SILL PLATE I I I I c cu z .r T "•' V-4"O.C.MAXIMUM ;����y,,' �✓ Z .i o a a e c0 u um ANCHOR BOLT AS REQUIRED ANCHOR BOLT AS REQUIRED o (SEE THREADED ROD LAYOUT) (SEE THREADED ROD LAYOUT) > V Lu . FLUSH HEADER CONDITION DROPPED HEADER CONDITION cu . .� w w 0 O P DETAIL - TYPICAL VERTICAL BRACING AT GABLE END Q DETAIL - TYPICAL EXTERIOR CMU COLUMN AND WOOD R DETAIL - TYPICAL ATTACHMENT OF BEARING FRAMED WALL s DETAIL - DOUBLE PLATE STRAPPING OVER WIDE OPENINGS (1)�-3BEAM SD-3 TO CMU WALL �-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED 3 ui NAIL EACH END OF BLOCKIN o o- NAIL EACH END OF BLOCKING TO TO BOTTOM CHORDS WITH o t- INSTALL SPH_CLIPS AT 32"O.C.AT DOUBLE PLATE L Z o BOTTOM CHORDS WITH(3)0.131"x 3 Y" (3)0.131"x 3 Y" ALTERNATE:MSTA24 STRAP LOOPED OVER INSTALL 2x4 BLOCKING o INSTALL TREATED 2x4 BLOCKING EXTERIOR BEAM DOUBLE PLATE NAILED WITH(6)10d x 1 Y"NAILS BETWEEN TRUSS BOTTOM BETWEEN TRUSS E Z " INTO EACH SIDE OF STUD " BOTTOM W ROOF SHEATHING (AS NOTED) DOUBLE PLATE CHORDS @ 12 O.C. " c � Uj CL H6 CLIP FROM " " " CHORDS @ 12 O.C. r� 3 x 3 xYa WASHER UPPER LEVEL STUD BOTTOM CHORD OF TRUSS O � ROOF TRUSS(BY OTHERS)WITH POST TO BEAM — — BOTTOM CHORD OF TRUSS LY �D C u— BRACE(IF REQUIRED) LAP BEAM PLIES AND THREADED ROD ASSEMBLY WITH NUT FASTEN EACH BLOCK TO BOND BEAM CS16 STRAP(CUT TO LENGTH)FROM UPPER NAIL EACH BLOCK TO DOUBL s _M u- M STUD TO STUD BELOW @ 32"O.C.(U.O.N.). WITH(2)Y4"x 3 Y"TAPCON SCREWS PLATE WITH(3)0.131"x 3 Y" o NAIL AS SHOWN-(5) I 2 ROWS OF 0.131"x 3 Y"NAILS 12"O.C. NAI " " L INTO UPPER STUD WITH 11 10d AND NAIL TO REPLACE(1)ROW OF LATERAL 0.131 x 3Y NAILS PER PLY ( ) @ ( ) NAILS BRACING INSTALL 2x41 No.2 SYP T-BRACE I PT POST(AS NOTED) — INTO LOWER STUD WITH(11)10d NAILS. Q Z PT POST(AS NOTED) Z NAILED TO EACH PLY OF TRUSS WEB AT - 2x FRAMING(BELOW DOUBLE PLATE) / BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE DOUBLE PLATE i3 0 ABU POST BASE TYPICAL CMU WALL ( _ 6"O.C.WITH 0.131"x 3"NAILS H6 CLIP FROM POST I (AS NOTED) / I SEE WALL SECTION FRAMED WALL � E— TO REPLACE(2)ROWS OF LATERAL TO BEAM I SPH_CLIP OVER DOUBLE PLATE NAILING NOT REQUIRED BETWEEN UPPER SILL { ) o W i BRACING INSTALL 2x6 No.2 SYP T-BRACE EXTERIOR BEAM %s"THREADED ROD PLATE AND LOWER DOUBLE PLATE. c ' Lo 0 WITH NUT SET IN ALTERNATE:MSTA24 STRAP LOOPED OVER cv NAILED TO EACH PLY OF TRUSS WEB AT (AS NOTED) � L o --- ----- ��i ---------- --- 6"O.C.WITH 0.131"x 3"'NAILS •p ADHESIVEca } DOUBLE PLATE WITH�6)10d x 1 Y2"NAILS ANCHORAGE PER Lu PLAN VIEW AT TOP OF POST (7"EMBEDMENT) INTO EACH SIDE OF Sl1D FLOOR SYSTEM(AS NOTED) _ ----r----- t� -------------- 1--- --- // / " THREADED ROD f— o BEGIN NAILING 1 MINIMUM BELOW DOUBLE PLATE LAYOUT 3:: �� Q -I Z / DOUBLE PLATE SILL PLATE Q a NOTE: a a v LIL Lu .� IN TO BE USED WHEN ° (1)ROW OF 0.131"x 3 "NAILS @ 6"O.C. LOWER LEVEL STUD n ° e T-BRAC G "/ •�' Q CONTINUOUS LATERAL BRACING IS IMPRACTICAL. a � \ a / � U LL. 1 SIDE VIEW AT BASE OF POST H ca T SECTION -TYPICAL T-BRACE u DETAIL -TYPICAL CONNECTIONS AT EXTERIOR WOOD v DETAIL -ALTERNATE ANCHORS AT 450 (CORNER w DETAIL - CONNECTION OF UPPER LEVEL STUD TO LOWER LEVEL STUD x SECTION - CONNECTION OF NON-BEARING WALL TO ROOF FRAMING v W SD-3 sa3 FRAMED POST sD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICiALLY REFERENCED sD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED sD-3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED � Q a rn U cr- ADD 2x4 VERTICAL SCAB -o p m "' INSTALL SPH_CLIPS AT 32"O.C.AT DOUBLE PLATE IN EACH TRUSS IF NO rT•� L c ROOF COVERING BY OTHERS DOUBLE PLATE TRUSS IF NOW BLIS PRESENTCH ch WEB IS PRESENT ? o LAST TRUSS IN ROW REQUIRING BRACING ( ) ALTERNATE:MSTA24 STRAP LOOPED OVER (3)0.131"x 3Ya" NAILS C = Z R —� 3"x 3"x Ya"WASHER DOUBLE PLATE NAILED WITH 6 10d x 1 Y^NAILS �3�0.131"0X' NAILSTYPICALAT TYPICAL AT EACH TRUSS Y WNAIL DIAGONAL BRACE TO BLOCKING TRUSSES OR RAFTE S ( ) _INTO EACH SIDE OF STUDCH TRUSS - >- (SEE(3)NAILS (SEE WALL SECTION) //--THREADED ROD ASSEMBLY WITH NUT 2x4 X-BRACE ACROSS rn W � 2x4 X-BRACE ACROSS LENGTH OF LENGTH OF SHEARWALL cCK 2x4 BLOCKING-TOENAIL OR ENIDNAIL �CORNICE DETAIL � UPPER LEVEL STUD WALL •� (BY OTHERS) 2x FRAMING((BELOW DOUBLE PLATE) 2x4 BLOCKING BETWEEN L �j EACH END TO ADJACENT TRUSS WITH �"' CS16 STRAP(CUT TO LENGTH)FROM UPPER TREATED 2x4 BLOCKING BETWEEN TRUSSES TOENAILED TO a -' (3)NAILS . 1 STUD TO HEADER BELOW @ 32-O.C.(U.O.N.). TRUSSES FASTENED TO BOND BEAM DOUBLE PLATE WITH / NAIL INTO UPPER STUD WITH(11)10d AND NAIL WITH(3)Y"x 3Y"TAPCON SCREWS 0.131"x 3Ya" c INTO HEADER WITH(11)10d NAILS. ALONG BLOCK AND TOENAILED AT NAILS @ 4-O.C. cn NAIL DIAGONAL BRACE TO INTERMEDIATE (2)ROWS OF 0.1131"x 3Ya"NAILS @ 12"O.C. BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE EACH END TO TRUSS BOTTOM Q, c� WEBS WITH 2 NAILS ' / CHORD WITH(3)0.131"x 3 Y"NAILS TRUSS{AS NOTED) N ti I Lo O ( '� H3-Z CLIP-U.O.N. SPH_CLIP OVER DOUBLE PLATE I NAILING NOT REQUIRED BETWEEN UPPER SILL PLATE W 2x4 SPF No.2 DIAGONAL BRACE (SEE CONNECTION SCHEDULE FOR TRUSSES) AND LOWER DOUBLE PLATE. TRUSS(AS NOTED) DOUBLE PLATE L ~ cc i 'w ti (TYPICAL AT EACH END OF / " " ALTERNATE:MSTA24 STRAP LOOPED c= N co 2x8 TREATED SILL PLATE WITH Y x 8 HDG FLOOR SYSTEM(AS NOTED) TYPICAL CMU WALL FRAMED WALL �o LL- CONTINUOUS o LATERAL BRACING) — — - ANCHOR BOLT& 2"x Ys"WASHER @ 24"O.C. OVER DOUBLE IPLATE WITH(6) 0 � 00� NAIL DIAGONAL BRACE TO TRUSS `LL 10d x 1 Y"NAILS INTO EACH SIDE OF STUD " (SEE WALL SECTION) N J N CMU BOND BEAM(SEE WALL SECTION) BEGIN NAILING 1 MINIMUM BELOW DOUBLE PLATE h I WEB WITH(3)NAILS o, L j o > M o rn DOUBLE PLATE .c J c ANCHORAGE PER C 0 THREADED ROD Q LOWER LEVEL HEADER(AS NOTED) i LAYOUT = U W z SECTION - 2x8 TREATED SILL PLATE AA DETAIL -ALTERNATE ANCHORS AT 900 (CORNER SILL PLATE ELo SD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED sD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED N CONTINUOUS LATERAL BRACE(QUANTITY a j \ a s a a a SCALE: AND LOCATION DEFINED BY TRUSS SHOP •� N.T.S. - (U.O.N.) DRAWING.) z DO NOT SCALE NAIL CONTINUOUS LATERAL BRACE TO THIS DRAWING EACH TRUSS WEB WITH(2)NAILS rBB DETAIL - CONNECTION OF UPPER LEVEL STUD TO HEADER BELOW CC SECTION - CONNECTION OF PERP. WALL TO TRUSS .� RELEASE DATE: ROOF SHEATHING DOUBLE PLATE sD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED ��3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED „ " " 8-01-06 ' ROOF TRUSSES(BY OTHERS) Y INSTALL 2x4 SYP FLATWISE BLOCKING 3 x 3 x a WASHER REVISIONS: BETWEEN TRUSSES.TOENAL EACH THREADED ROD ASSEMBLY WITH NUT NOTE: o, END WITH(3)0.131"x 3 Ya"NAILS. ATTACH DOUBLE PLATE TO STUD PER •� (3)TRUSSES MINIMUM RAISED HEEL TRUSS WITH HEEL HEIGHT (1)ROW OF 0.131"x 3Ya" NAILS @ 12-O.C.(TY DETAIL"W"ON SD-3 GREATER THAN 6" UPPER LEVEL STUD FOR CONTINUOUS LATERAL BRACE / 2x—FRAMING(BELOW DOUBLE PLATE) CS16 STRAP(CUT TO LENGTH)FROM UPPER TYPICAL STUD NAILINGLu TREATED BLOCKING BETWEEN TRUSSES STUD TO BEAM BELOW @ 32 O.C.(U.O.N.). aIM FASTENED TO BOND BEAM WITH Ya"x 3Ya" NAIL INTO UPPER STUD WITH(11)10d AND NAIL NAILING AT STUD STUD SIZE DOUBLE PLATE SILL PLATE TAPCON SCREWS @ 12"O.C. " " TO DOUBLE PLATE NOTES: � (2)ROWS OF 0.131"x3Y NAILS @ 12 O.C. INTO BEAM WITH(11)104 NAILS. SHEATH AREA WITH%s"OSB RATED / (END NAIL) (2} (3) _ / BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE 2x4 ' 1) CONTINUOUS LATERAL BRACES SHALL BE 1x4 N0.3 SYP OR 2x4 No.2 SPF OR BETTER(U.O.N.) SHEATHING.NAIL WITH 0.131"x 3Ya" SPH_CLIP IOVER DOUBLE PLATE I STUD 2 s DRAWN BY: NAILS @ 6-O.C.AT ALL SUPPORTS BEGIN NAILING 1"MINIMUM BELOW TOP OF BEAM x6 (3) (4) di 2) ALL NAILS SHOWN SHALL BE 0.131"x 3"NAILS(U.O.N.) HETA16 EMBEDDED STRAP AT EACH TRUSS ALTERNATE::MSTA24 STRAP LOOPED OVER � DJM II NAILING AT STUD 2x8 a CHECKED BY: (U.O.N.) DOUBLE PLATTE WITH(6)10d x 1 Y2"NAILS (4) (5) INTO EACH SIDE OF STUD BEAM(AS NOTED) TO SILL PLATE \ \ TOENAIL) 2x'10 (5) (6) FSS SHEET: *ALL NAILS NOTED ARE 0.131"x 3 Y4" N Y DETAIL - TYPICAL LATERAL TRUSS BRACING DD DETAIL - TYPICAL RAISED HEEL TRUSS BLOCKING EE DETAIL -ALTERNATE ANCHORS AT INTERSECTING WALLS FF DETAIL - CONNECTION OF UPPER LEVEL STUD TO SUPPORTING BEAMKGG DETAIL -TYPICAL WALL STUD CONNECTION Lo SD-3 �-3SD-3j(CMU WALLS THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED sD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED �-3 04 H-R-T(VERSION:10-05) ci c (TYPICAL DOUBLE PLATE SPLICE) rn 48"MINIMUM SPLICE LENGTH TYPICAL HEADER TO KING STUD CONNECTION MINIMUM NAILING OF (SEE DETAIL"KK"ON SD-4) 16 0.131"x 3"NAILS IN THIS ZONE. NAIL EACH PLY OF KING AND CRIPPLE STUDS HEADER NAILING REQUIREMENTS w vi JOINT IN LOWER PLATE JOINT IN UPPER PLATE STOGETHER TAGGERED WITH x 3 Ya"NAILS @ 6-O.C. BUILT-UP POST(WHEN NOTED ON WALL LAYOUT) DOUBLE PLATE 2x6 (3)NAILS PER PLY u THREADED ROD ASSEMBLY WITHIN I THREADED ROD ASSEMBLY CENTERED NAIL EACH PLY WITH ER "x 3 Ya" i /� I 6"OF SPLICE IN LOWER PLATE ON SPLICE IN PLATE OR THREADED ROD CRIPPLE STUD AND KING NAILS @ 6"O.C.STAGGERED CRIPPLES AND KING STUDS (4)NAILS PER PLY E M (AS NOTED) 2x8 8"MAX. 6"MAX. ALTERNATE:IF ROD IS GREATER ASSEMBLY WITHIN 12"ON EACH SIDE OF STUD REQUIREMENTS THAN 6"FROM SPLICE-ADD JOINT. 6"MAX. (SEE WALL LAYOUT) HEADER(AS NOTED) HEADER 2x10 c SSP AT SPLICE. (2)2x SYP#2 DOUBLE PLATE(U.O.N.)NAIL (5)NAILS PER PLY o NAILS AS NOTED � " " @ " 2x_BLOCKING(TYPICAL) (6)NAILS PER PLY PLATES WITH 0.131 x 3 NAILS 8 O.C. IN TABLE 2x12 STAGGEREDM �3)0.131"0 Y"TOENAILS AT EACH ��ND(TYPICAL) CRIPPLE STUD 9Y"LVL TYPICAL STUD TO DOUBLE PLATE KING STUDS (5)NAILS PER PLY 3 CONNECTION NAIL EACH SILL PLY TO KING STUD 7 " (SEE DETAIL"GG"ON SD-3) WITH(3)0.131"x 3Ya"NAILS-TOENAIL 11 Y6 LVL (6)NAILS PER PLY a J OR ENDNAIL(TYPICAL) 14"LVL (7)NAILS PER PLY Q W II NAIL EACH PLATE TO CRIPPLE STUD I BEVEL BLOCKING AS REQUIRED FOR NOTE: rn WITH(3)0.131"x 3 Y"NAILS-TOENAIL MINIMUM 1 Y"NAIL PENETRATION NAILS MAYBE TOENAILED OR BACK 16"LVL E V OR END AIL(TYPICAL INTO MAIN FRAMING MEMBERS. NAILED THROUGH KING STUD. {8)NAILS PER PLY 'c (TYPICAL) o W Z (2)2x SILL t p W II 2x_SPF#2 STUDS @ 16-O.C.(U.O.N.) SHEATHING MAY CANTILEVER UP TO o p ("SEE WALL LAYOUT) 2"MAXIMUM PAST SUPPORTS.ALL 3 p WINDOW ATTACHMENTS MUST BE Z H ANCHORED INTO 2x MEMBERS. -cu DOUBLE SILL REQUIRED WHERE OPENING ( -� W WIDTH EXCEEDS 61" U.O.N.) JJ DETAIL -TYPICAL ARCH TOP OPENING (FRAMED WALLrK"K DETAIL - TYPICAL HEADER T KIN T II I THREADED ROD ASSEMBLY AT NOTED SPACING 0 G STUD CONNECTION ,, (;SEE DETAIL ON THREADED ROD LAYOUT) SD-4 SD-4 0 T »„ Z i. 'I I NAIL SOLE PLATE TO RIM BOARD � @ ROOF SHEATHING o, I 6-O.C.w/0.131"x 3 Y"NAILS c, O co INSTALL 2x4 SYP FLATWISE BLOCKING ..� um II BETWEEN TRUSSES.TOENAL EACH um END WITH(3)0.131"x 3 Y"NAILS. MSTA24 STRAP LOOPED OVER V TYPICAL STUD TO SILL PLATE DOUBLE PLATE NAILED WITH T IT (CONNECTION RAISED HEEL TRUSS WITH HEEL HEIGHTuj ATHREADED ROD ASSEMBLY THREADED ROD ASSEMBLY WITHIN 12"OF I ((SEE DETAIL"GG"ON SD-3) GREATER THAN 6" g6) E OF STUD AILS INTO EACH � V o .tl) w C' BEYOND EACH SIDE OF JOINT IN SILL PLATE. do do do DOUBLE PLATE - ° ----B--°e-----------o- ----- --.--- --------- ---------d--.a.--- ------- --e- e ----4- -- ° 'e e UILT-UP CORNEea e I TYPICAL CMU BOND BEAM^ --- ------- TYPICAL FLOOR SYSTEM MEMBER DOUBLE PLATE ---------- - O J ^NIL ° = e a- - - ----- --- tT - - - ---- ---- - ------ v - -.a-- ---- -(SEE DETAIL"QQ"ON [[EE SHEETS SD-2 AND e° e SHEATH AREA BETWEEN DOUBLE PLATE '4� WALL STUDS E w RIM JOIST IS TYPICAL AT EXTERIOR AND ROOF SHEATHING WITH%6"OSB �- WALLS(NOT SHOWN FOR CLARITY) RATED SHEATHING.NAIL WITH SHEARWALL `o z NAILING PATTERN FOR WALL. (SEE WALL LAYOUT) a LTT20(U.O.N.) E g o �H`H� DETAIL -TYPICAL WALL FRAMING CONDITIONS FRAMED WALL LL DETAIL - TYPICAL RAISED HEEL TRUSS BLOCKING SOLE PLATE .. Z w SD-4 sD-4 THREADED ROD ASSEMBLY "' a (FRAMED WALL 1 w • • >- w THROUGH FLOOR SYSTEM c Q' 0 cri CMU BOND BEAM UL SILL PLATE(BELOW) /-2x—CORNER FRAMING FULL 4 IL 0 D ° "ll e z HEIGHT STUDS(TYPICAL) 2x_SPF#2 STUDS @ 16"O.C.-U.O.N. a i (2 ROWS OF 0.131"x 3 Y" (SEE WALL LAYOUT) e _ a a �, H2.5A AT EACH LOOKOUTo H2.5A AT EACH LOOKOUT NAILS @ 12"O.C._ I 2x_SOLE PLATE(U.O.N.)NAIL TO BAND w STAGGERED(TYPICAL) 2x4 LOOKOUTS @ 48"O.C.FOR 2x4 LOOKOUTS @ 48"O.C. BOARD @ 6-O.C.WITH 0.131"x 3 Y"NAILS c w a Lo OVERHANG FOR OVERHANG (2)MSTAM36 STRAPS FASTENED TO �, }- cy ROOF SHEATHING(AS NOTED) ROOF SHEATHING — Y4"RATED STURD-I-FLOOR(T&G SHEATHING STUDS WITH(8}10d COM AND c w � GLUED AND NAILED.FASTEN WITH 8d COM OR FASTEN TO FACE OF BOND BEAM O o 2x4 SYP BLOCKING BETWEEN (AS NOTED) 2x6 OR 2x8 FRAVIEC WALL RING SHANK @ 6"O.C.ON EDGES AND 12"O.C. WITH(4)Ya"x 2Ya"TITEN SCREWS 3 �'� _ z LOOKOUTS 2x4 SYP BLOCKING SILL PLATE(BELOW) IN THE FIELD. -a`v L Q a BETWEEN LOOKOUTS � SOLE PLATE -v � — BALLOON FRAMED STUDS(AS NOTED) , 2x4 CORNER FRAMING FULL C J J BALLOON FRAMEDHEIGHT STUDS STRAPS SHALL CLEAR SPAN FLOOR 2 w SINGLE PLATE NAIL TO TRUSS ® STUDS(AS NOTED) MINIMUM OF(3)2x4 BLOCKS 12"LONG I SYSTEM Q BOTTOM CHORDWITH 0.131"x 3,y4" DOUBLE PLATE NAILED WITH(4 0.131"x 3,Y4'NAILS TO OPEN WEB TRUSS I CMU BOND BEAM U NAILS @ 6 O.C. INTERIOR VAULT IL EACH ADJACENT STUD LL_ GYPSUM BOARD / / m EXTERIOR SHEATHING SHALL BE t EXTERIOR SHEATHING ALTERNATE:INSTALL SOLID STUD IN a -�v NAILED TO BOTTOM CHORD OF TRUSS BAND e X R RING SHALL BE NAILED TO THIS SPACE �. •w w co @ 6"O.C.WITH 8d COM,BOX,0 UPPER PLY OF DOUBLE2x4 CORNER FRAMING FULL NAIL TRUSS TO PLATE WITH(2)0.131"x 3 Y" U SHANK NAILS. PLATE 6"O.C. TOENAILS ° ° ° e d �- Q uj (U.O.N.ON WALL LAYOUT) WITH 8@ HEIGHT STUD Q d COM,BOX,OR " " TREATED 2x8 SILL PLATE(U.O.N.) RING SHANK NAILS. (2)ROWS OF 0.131 x 3 Y •�„ U.O.N.ON WALL LAYOUT) 2x4 FRAMED WALL NAILS @ 12-O.C. J THREADED COUPLING AS REQUIRED m r ( w cnM = J co � = O MM DETAIL - BALLOON FRAMED GABLE END (LOW CEILINGVAULT NN DETAIL - BALLOON FRAMED GABLE END (HIGH CEILING VAULT QQ SECTION -TYPICAL FRAMING AT 90° CORNERS RR DETAIL-TYPICAL OPEN WEB FLOOR TRUSS ss DETAIL - UPLIFT ANCHORAGE WITHOU'TTHREADED ROD Y w sD-4sD-4 sD-4 sD-a THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED N v 1 uu INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN °; 2 OF EXTERIOR ROOF PITCH SD-4 INTERIOR CEILING PITCH EXCEEDS OF EXTERIOR ROOF PITCH 3 U_ cv U_ LU NUT&3"x 3"x Y"WASHER (SEE THREADED ROD ASSEMBLY DETAILS.) 12"LONG 2x SCAB(MATCH BOTTOM I=-_ CHORD)WITH Y"SPACERS NAIL w/(3)0.131"x -== 3"NAILS c- w Lo EXTERIOR BEAM(AS NOTED) o N N BOTTOM CHORD OF GABLE END TRUSS M N DOUBLE PLATE o c THREADED ROD ASSEMBLY p LLI � NOTCH BEAM AS REQUIRED TO cC .� N SECTION A-A FIT BENEATH DOUBLE PLATE rn w — rn � J BEAM BEARS ON(2)2x CRIPPLES S Qcf) c X r H2.5A AT EACH LOOKOUT (TYPICAL-U.O.N.) c = U 13- c Lo 2x4 LOOKOUTS @ 48-O.C.FORO Lo -' OVERHANG CONDITION: 1 N ' ROOF SHEATHING(AS NOTED) (NOTCHED BEAM) SCALE: TOP CHORD OF GABLE END TRUSS N.T.S. -(U.O.N.) VERTICAL WEB OF GABLE END -- N DO NOT SCALE TRUSS ►-_- �' THIS DRAWING NUT&3"x 3"x Ya"WASHERINSTALL DSP CLIPS @ 24"O.C.OR RELEASE DATE: SPH_@ 32"O.C. 8-01-06 A 12"LONG SCAB(MATCH BOTTOM EXTERIOR BEAMAS NOTED REVISIONS: CHORD)WITH Y"SPACERS BEAM( ) BOTTOM CHORD OF GABLE END DOUBLE PLATE a� c TRUSS i A (2)2x_DOUBLE PLATE BEAM INSTALLED BENEATH DOUBLE PLATE THREADED ROD ASSEMBLY U) BEAM BEARS ON(2)2x_CRIPPLES = (TYPICAL-U.O.N.) ci 2x STU DS DRAWN BY: CONDITION: 2 DJM I! NOTE: SEE DETAIL"MM"OR"NN"ON (DROPPED BEAM) .� CHECKED BY: SD-4 FOR VAULTED CEILING w SSS CONDITION. � SHEET: ru�u DETAIL - PLATFORM FRAMED GABLE END W DETAIL - EXTERIOR BEAM TO WOOD FRAMED WALL CONNECTION to SD4SD-4 N O H-R-T(VERSION:10-05) ci c vi c .c N N c CD c W rn .a oomm% E c 0 .N CL c ROOF COVERING(BY OTHERS) 3 co co c J ROOF TRUSSES _ X. W CORNICE DETAIL I (, (BY OTHERS) / W 0 Z Q W D / 3 cl _ RATED SHEATHING,EXPOSURE I Z \ / FASTEN WITH 8d COM OR RING SHANK cu Q uj NAILS @ 6-O.C.ON EDGES AND INTERMEDIATE SUPPORTS. - Q FASTEN @ 4"O.C.ON EDGES WITHIN 48"OF ROOF EDGES AND RIDGES. co T 2 Z GYPSUM BOARD a c O CONNECTOR AT EACH TRUSS (SEE TRUSS CONNECTION SCHEDULE) u NAIL CEILING JOISTS TO RAFTER WITH(4)0.131"x 3"NAILS.(U.O.N.) u .� V (2)2x_SYP#2 DOUBLE PLATE s (U.O.N.) , W . L .� H W C .W_I LZ O ami !— U ROOF COVERING(BY OTHERS) s ' ROOF TRUSSES 3 CORNICE DETAIL 1 2x SPF#2 STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) o a (BY OTHERS) / 2x_SOLE PLATE(U.O.N.)NAIL TO RIM o L a� BOARD @ 6-O.C.WITH 0.131"x 3 Y"NAILS �� U Loo / 3 " cc Y4 RATED STURD-I-FLOOR(T&G)SHEATHING GLUED E o AND NAILED.FASTEN WITH 8d COM OR RING SHANK v- v.• Z @ 6-O.C.ON EDGES AND 12-O.C.IN THE FIELD. c uj uj / FFLOOR JOIST(I-JOIST SHOWN,SAWN } "Z" ii JOIST SIMILAR-SEE SECTION ON c � � '%z"RATED SHEATHING,EXPOSURE I � e \ FASTEN WITH 8d COM OR RING SHANK SD-3 FOR OPEN WEB TRUSS) ffi. UL _ NAILS @ 6-O.C.ON EDGES AND INTERMEDIATE SUPPORTS. ZD FASTEN @ 4-O.C.ON EDGES WITHIN 48"OF ROOF / _� r'�j Z EDGES AND RIDGES. I Z zs0 w F_ GYPSUM BOARD O �- w CONNECTOR AT EACH TRUSS w N (SEE TRUSS CONNECTION SCHEDULE) GYPSUM BOARD 2 2x SYP#2 DOUBLE PLATE `n = W `f. (U.O.N.) (2)2x_SYP#2 DOUBLE PLATE 'w z GYPSUM BOARD (U.O.N.) L Q GYPSUM BOARD0 cli W 2x_SPF#2 STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) 2x_SPF#2 STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) �' Q 2x SOLE PLATE(U.O.N.)NAIL TO RIM 2x SOLE PLATE(U.O.N.)NAIL TO RIM w 0 BOARD @ 6-O.C.WITH 0.131"x 3 Y"NAILS BOARD @ 6-O.C.WITH 0.131"x 3 Y"NAILS c %"RATED STURD-I-FLOOR(TSG)SHEATHING GLUED %"RATED STURD-I-FLOOR(T&G)SHEATHING GLUED 10W ROOF COVERING(BY OTHERS) AND NAILED.FASTEN WITH 8d COM OR RING SHANK AND NAILED.FASTEN WITH 8d COM OR RING SHANK c0U ROOF TRUSSES @ 6-O.C.ON EDGES AND 12-O.C.IN THE FIELD. @ 6-O.C.ON EDGES AND 12-O.C.IN THE FIELD. Q CORNICE DETAIL FLOOR JOIST(I-JOIST SHOWN,SAWN FLOOR JOIST(I-JOIST SHOWN,SAWN c (BY OTHERS) JOIST SIMILAR-SEE SECTION"Z"ON JOIST SIMILAR-SEE SECTION Z"ON w N O SD-3 FOR OPEN WEB TRUSS) SD-3 FOR OPEN WEB TRUSS) w J �mMa) U- J M co D O i C = Z/ / c Yw HL w � UL GYPSUM BOARD GYPSUM BOARD •3 � � 1%2"RATED SHEATHING,EXPOSURE 1 12 u- \ / FASTEN WITH 8d COM OR RING SHANK RIM BOARD(1-JOIST OR SAWN JOIST) RIM BOARD(1-JOIST OR SAWN JOIST) -v W NAILS @ 6-O.C.ON EDGES AND INTERMEDIATE SUPPORTS. N FASTEN @ 4"O.C.ON EDGES WITHIN 48"OF ROOF NAIL JOIST TO PLATE WITH(2)0.131"x 3 Y"TOENAILS NAIL JOIST TO PLATE WITH(2)0.131"x 3 Y"TOENAILS EDGES AND RIDGES. TREATED 2x8 SILL PLATE(U.O.N.) TREATED 2x8 SILL PLATE(U.O.N.) THREADED COUPLING AS REQUIRED THREADED COUPLING AS REQUIREDN GYPSUM BOARD TOENAIL RIM BOARD TO PLATE WITH TOENAIL RIM BOARD TO PLATE WITH �" W N r EMBEDDED CONNECTOR AT EACH TRUSS co " opt ti .r (SEE TRUSS CONNECTION SCHEDULE) 0.131 x 3Y"NAILS @ 8"O.C. 0.131"x 3Y"NAILS @ 8"O.C. = N M 8x16 CMU BOND BEAM WITH(1)#5 CONT.TOP& 8x16 CMU BOND BEAM WITH(1)#5 CONT.TOP& o u- tooc) 8x8 CMU BOND BEAM WITH(1)#5 CONT.-GROUT SOLID(U.O.N.) BOTTOM-GROUTED SOLID(U.O.N.) BOTTOM-GROUTED SOLID(U.O.N.) � 0 LLI coo N 8"CMU WALL WITH(1)#5 VERTICAL @ 48"O.C.,AT EACH SIDE12. J tet• � 8"CMU WALL WITH(1)#5 VERTICAL @ 48"O.C.,AT EACH SIDE 8"CMU WALL WITH(1)#5 VERTICAL @ 48"O.C.,AT EACH SIDE �' _ OF ALL OPENINGS,AND IN EACH CORNER IN GROUTED CELL OF ALL OPENINGS,AND IN EACH CORNER IN GROUTED CELL OF ALL OPENINGS,AND IN EACH CORNER IN GROUTED CELL J > o a (U.O.N.) CD (U.O.N.) (U.O.N.) n c Sw o � cc = U Ln o rn -Q-� � N N SCALE: cn N.T.S. - (LI.O.N.) DO NOT SCALE THIS DRAWING MINIMUM 16"LAP MINIMUM 16"LAP(TYPICAL) MINIMUM 16"LAP(TYPICAL) RELEASE DATE: a� 8-01-06 REVISIONS: c SEE FOUNDATION DETAILS SEE FOUNDATION DETAILS SEE FOUNDATION DETAILS w C SECTION - TYPICAL EXTERIOR ONE STORY WALLr—Bcn SECTION - TYPICAL EXTERIOR TWO STORY WALL A SECTION - TYPICAL EXTERIOR THREE STORY WALL SD-5 SD-5 SD-5 ci DRAWN BY: c DJM 11 CHECKED BY: w FSS SHEET: o � N O H-R-T(VERSION:10.05)