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Hibiscus Street 1102 - 1104 (2) r �s r LV O p Oyl 411 uu»� L 0 w CD 31-911 21.611 31-911 41-011 31"911 rr^ :x:a:;;�'z xs m.= ....r::�:::::..�•+:x.... � ��'x sr�<s:x:r';sr x.a�.-.,M xa r:°�.�_.,, _ ......c.ac".'=,�.�rs�.0. �r a�,rr.:: :.s`a:�=:.' � 1� 2 X 4 MICRO REMOVE AS NECESSARY HOOD �,..� 4R ELECrIRICAL OUTLET' SINK @ 450 ANGLED cy CABINET cv m ar N 39" REF. 40.5'1 a SPACEstoo 1 1 -V•�'. �..`�f:�" � I '�G^vNiE'.Ce�v:.,.2 �' `\ 1 I fir•` � � ( 1 RANGE µ m _:_ sxM� w:: r M ,� <. a 1 .. 4o.5" KNEE WALLDETAIL —J . , I 2r_On �r�O11 3,_9„ 21.611 3I-91r Cn Kitchen Cabinet Elevation SCALE: 1/2"=1'-a' V Cl0000 1 o00 0 7 0 -1 M d k zr_0 n 01, �r w ••• ::1G�•::r.�:::F:ayr.Y, :S iN SA Si%3C 3eC1k'�' 00 ELL;," v- :9-Q n� 11.611 21"01f 11-611 E .40k—Elevation 1-0"' " '-0';X 1 -61 -6 2 Bath Cabinet th � .z . Y. ,t_- SCALE: 1/2"_i�-0�� 'SCALE: 1/Y'-x.'41 0 8 SCALE: 1/2"=l'-Cr q p� C y 0CL LL CL c KEEP THIS Pi-AA O'N JOB A JQB NO. 05-01-0079 a a4 � Abaco Key SHEET TITLE SHEET xan;ir;:;rw,M'sy ,.,_ r INTERIOR icensc, Pv ELEVATIONS L r ELECTRICAL KEY i g 91 a � [NOTA ELEC5 fMl o f$ SINGLE POLE OUTLET 142 DUPLEX CONVENIENCE OUTLET �t DUPLEX OUTLET ABOVE COUNTER a Wp WEATHERPROOF DUPLEX OUTLET o,' a P�:rGpl GROUND-FAULT CIRCUIT-INTERRUPTER , I n DUPLEX OUTLET 1-3-110 SL 7 HALF-SWITCHED DUPLEX OUTLET �LL t9 SPECIAL PURPOSE OUTLET/JUNCTION BOX DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX �- WALL SWITCH -3 THREE-WAY SWITCH c H.B. �4 FOUR-WAY SWITCH R RHEOSTAT SWITCH 9 DM DIMMER SWITCH REINFORCED JUNCTION F30X CEILING MOUNTED INCANDESCENT LIGHT FIXTURE ( WALL MOUNTED INCANDESCENT /. LIGHT FIXTURE i' FIXTURE ' •` `-. ._ � -�- RECESSED INCANDESCENT LIGHT 1 CARPET TILE ! ���• RECESSED ADJUSTABLE EYEBALL - ..fir �• INCANDESCENT LIGHT FIXTURE ,+ {�} INCANDESCENT LIGHT FIXTURE Mr ` `•' T WITH PULL CHAIN �! "� r ) i � •� L/ 1 Wp - - EXIT LIGHT .:. 0 �• % EMERGENCY LIGHT .Y.`. \. i i _.._-____-- _...•_�_— _—____ � FLUORESCENT LIGHT FIXTURE I BTt�� SECURnY I FLUORESCENT LIGHT FIXTURE ` WITH PULL CHAIN r — %! TRACK LIGHT W I 1 fi j� LOW VOLT Q EXHAUST FAN(VENT TO EXTERIOR) `�Q / -.`.. TOP(�72' - --- ___---- - EXHAUST FAN/LIGHT COMBINATION -r' [ (VENT TO EXTERIOR) 'a o Li i G• , ' ;_21' EXHAUST FAN WITH HEAT LAMPG (VENT TO EXTERIOR) CHIMES n'i , � ===� � - �{]• PUSHBUTTON SWITCH ro 0 0) � OUTLET @ 42" � ® SMOKE DETECTOR OF HEAT DETECTOR 1 t ._ _ ..�- .rL_ _ _�' co CO2 DETECTOR 4 TV ..� -�•- WP O THERMOSTAT 'r � • SPEAKER r � •� Q MDC \ CARPET �� \\\ 8 IQ PHONE(1-CAT3) i •. r . �'\ 3 N DDC(1 CAT5,1 RG6) MDC(2-CATS,2-RG6) _ - - ELECTRIC METER � ,M-1111111 'i GFI i i t! o+ PH I 1 1 WP t• .,.Giil� ELECTRIC PANEL Il Ij ti CEILING FAN PREWIRE W � �- .— ', i ► I (PROVIDE ADEQUATE SUPPORT) Cn 7 Q r ;p. CEILING-.FAN/LIGHT PREWIRE _----_�_--__--___� �____ PB f PROVIDE ADEQUATE SUPPORT) ELECTRICAL NOTES: � 1 1 INOTF—ELECTRICI 0 1• PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE_ ` 1'\ [01 • � i � t � DETECTORS AS REQUIRED BY NATIONAL FIRE Co r \ j PROTECTION ASSOCIATION(.NFPA)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES H.B. PROVIDE AND INSTALL GROUND FAULT 1 Wp GH 2. CIRCUIT-INTERRUPTERS (GFI)AS REQUIRED BY % NATIONAL ELECTRIC CODE(NEC)AND MEETING THE � REQUIREMENTS OF ALL GOVERNING CODES. l 1 j ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED 3, DIRECT HOOK-UPS/CUTOFFS. HVAC CONTRACTOR TO VERIFY THERMOSTAT ! ► \'� y 4. LOCATIONS. �'�. �•�% ALL ELECTRICAL AND MECHANICAL EQUPMENT(I.E. i t 5• FURNACES,A/C UNITS,ELECTRICAL PANELS,SANITARY / SUMP PITS,DRAIN TILE SUMP,AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELDC) � CONDITIONS- ..._ i j ELEC. PANEL �'��.� ——_ ,,.�•�'r��` �� ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: SWITCHES OVER COUNTER .......... 48"TO CL WALL OUTLETS OVER COUNTER....... 48"TO CL REMAINING SWITCHES 48"TO CL WALL OUTLETS .................. 16*TO CL BATH VANITY BRACKET OUTLET GF1 \\� i r �•� (i"ABOVE TOP OF MIRROR) ...... 88"TO CL ` - - _,- .•.w•.,- WATER SOFTENER AND SUMP OUTLETS 48"TO CL TELEPHONE OUTLETS 16"TO CL i • i `� it TELEVISION OUTLETS .............. 16"TO GL EXERIOR 1 �•,r GARAGE G II(ABOVE GARAGE FLOOR) 48"TO CL ......... A .`•�,._ '• �•r''• � FRONT DOOR COACH LIGHT 84"TO GL GARAGE DOOR COACH LIGHT, ' A -wry (ABOVE GARAGE FLOOR) ....... 84"TO CL r; ................ DINING AND BREAKFAST FIXTURE..... 64"TO BI'M . € OF FIXTURE _ FOYER AND STAIRWAY FIXTURE ...... 96"TO BTM OF FIXTURE Y THERMOSTAT .................•. 54"TO CL OOR13ELL CHIMES ......,..... 84"TO CL q D � DOORBELL BUTTON ............... LEVEL W/ DR HANDLE KITCHEN WALL HUNG MICROWAVE OUTLET 76"TO CLzz KITCHEN DISHWASHER RECEPTACLE.. UNDER SINK KITCHEN RANGE 24"TO CL w KITCHEN REFRIGERATOR ........... 48"TO CL WASHERIDRYER OUTLET .......... " a u a .. 48 TO CL rm ctr'ica 1„3 JOB NO. 05-B1-0079 .;,_) :;s'1 x ' . CL=CENTER LING ., � � �• � � Abaco Key Ele I Plan K._.Efl ;�-( 5 pi_,° ?l ,.,v ai 1 m FIELD VERIFY 2=MASTER BATH STANDARD 30”HIGH SCALE: 1/4"=V-01 VANITY TO BE RAISED 4" SHEET TITLE SHEET MAIN FLOOR ELECTRICAL r ELECTRICAL KEY [NOTE_ELECSYM] 0 3 m S �} SINGLE POLE OUTLET m 1 �_7T DUPLEX CONVENIENCE OUTLET I Its- DUPLEX OUTLET ABOVE COUNTER {AWP WEATHERPROOF DUPLEX OUTLET B GFI GROUND-FAULT CIRCUIT-INTERRUPTER o , DUPLEX OUTLET fi .9 a ' HALF-SWITCHED DUPLEX OUTLET ® SPECIAL PURPOSE OUTLET/JUNCTION BOX DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX WALL SWITCH q 3 THREE-WAY SWITCH `7 f 4 FOUR-WAY SWITCH c c� R RHEOSTAT SWITCH w +(0 DM DIMMER SWITCH Q REINFORCED JUNCTION BOX 1 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE - WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE `� w RECESSED ADJUSTABLE EYEBALL M INCANDESCENT LIGHT FIXTURE +� INCANDESCENT LIGHT FIXTURE M -(>WC WITH PULL CHAIN EXIT LIGHTpw V J a EMERGENCY LIGHT P'Y� [� FLUORESCENT LIGHT FIXTURE �•i� FLUORESCENT LIGHT FIXTURE WITH PULL CHAIN co ` TRACK LIGHT to EXHAUST FAN(VENT TO EXTERIOR) 4 Q � EXHAUST FAN/LIGHT COMBINATION m°' (VENT TO EXTERIOR) ? u9 Lw m EXHAUST FAN WITH HEAT LAMP " (VENT TO EXTERIOR) �i � d ® CHIMES ® h 0 PB PUSHBUTTON SWITCH j So SMOKE DETECTOR n o :42a 1 Hp HEAT DETECTOR CIO j co CO2 DETECTOR i a THERMOSTAT i SPEAKER PHONE(1-CATS) DDC(1-CATS,1-1106) 0 Mix MDC(2-CAT5,2-RG6) ELECTRIC METER i - - ELECTRIC PANEL t CD SD 1 SD CEILING FAN PREWIRE (PROVIDE ADEQUATE SUPPORT) U) i � s�rrr■ 1 CEILING FAN/LIGHT PREWIRE _ J (PROVIDE ADEQUATE SUPPORT) CIO% 1 r ELECTRICAL NOTES: / INOTE r;=l Fir,] Cu PH 1• PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE I � � 1 1 TLE C� ETA DETECTORS AS REQUIRED BY NATIONAL FIRE " S°u i PROTECTION ASSOCIATION(NFPA)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES P PROVIDE AND INSTALL GROUND FAULT 2: CIRCUIT-INTERRUPTERS (GFI)AS REQUIRED BY Y•,,,,,, �,�•-..�,� NATIONAL ELECTRIC CODE(NEC)AND MEETING THE REQUIREMENTS OF ALL QOVERNING CODES. ].:-,. j ; ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED 3, DIRECT HOOK UPS/CUTOFFS. � HVAC CONTRACTOR TO VERIFY THERMOSTAT 4, LOCATIONS. ALL ELECTRICAL AND MECHANICAL EQUIPMENT(I.E. 5, FURNACES,A/C UNITS,ELECTRICAL PANELS,SANITARY SUMP PITS,DRAIN TILE SUMP,AND WATER HEATERS) N ARE SUBJECT TO RELOCATION DUE TO FIELD SD .�-��..� CONDITIONS. MDC � r � i � 1 1 ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: 1 �.• �'HCl__ SWITCHES OVER COUNTER .......... 48"TO CL WALL OUTLETS OVER COUNTER....... 48"TO CL 1 REMAINING SWITCHES ............. 48"TO CL WALL OUTLETS 16"TO CL BATH VANITY BRACKET OUTLET (1"ABOVE TOP OF MIRROR) ...... 88"TO CL MDC WATER SOFTENER AND SUMP OUTLETS 48"TO CL TELEPHONE OUTLETS .............. 16"TO CL TELEVISION OUTLETS .............. 16"TO CL EXERIOR GFI OUTLETS ............. 1W.TO CL GARAGE GFI(ABOVE GARAGE FLOOR) 48"TO CL FRONT DOOR COACH LIGHT ......... 84"TO CL GARAGE DOOR COACH LIGHT, (ABOVE GARAGE FLOOR) .....•, 84"TO CL DINING AND BREAKFAST FIXTURE 64"TO BTM 4 OF FIXTURE FOYER AND STAIRWAY FIXTURE ...... 96"T0 BTM OF FIXTURE st THERMOSTAT .............. 54"TO CL �r �t DOORBELL CHIMES 84"TO CL a i Cl DOORBELL BUTTON .•......''..'' LEVEL / DR HANDLE �o? KITCHEN WALL HUNG MICROWAVE OUTLET ...... 76"TO CL _ ......... ....... UNDER SINK '•`- KITCHEN DISHWASHER RECEPTACLE.. y O N KITCHEN RANGE ...... ........... 24"TO CL x ww ' KITCHEN REFRIGERATOR ......,.... 48"TO CL •; .•;• :, �► E o WASHER/DRYER OUTLET ,....,..,... 48"TO CL a w a • JOB NO. 05-B1-0079 CL=CENTER LINE Electr"ical 1 =FIELD VERIFY Abaco Key --" - 2 MASTER BATH STANDARD 30"HIGH SCALE: 1/4"=1'-0" n :, ,1(A, TIN TO BE RAISED 4" RE 1,71�C � ! SHEET TITLE SHEET 5 a' n SECOND FLOOR C • _ 1 ELECTRICAL E1 .2 J ■ -Mai •r 40 r All P 1 1 5'4 7'SP' 28 7" 8'0" 1 i Ir------r.....------ --1 ___...----•--------------,.,.._-..•..._.._......................_.w..............._.__...___..-...----w.... -----i- `- „ -------...-- uj 1 1 i I i •= 1 � y - i .. � 1 1 � t ► � cSw , � � , 1 1 C) � >z 1 i L-----_-__-_---- --, y g n j SLOPS ill s L_-----_--------, ----------- L t—k 1 1 � C7 1 t ` = ------------_-•--»--- 1 i v��iw cL ww. w W f1U + �C i 1 1 1 1 SLOPE i° �/ 113 t r ( 1 I 1 I L_____.__________— ` + ' - _- I ------------------______-- i 1 _�_»,.............._. 1/7777L _7777777 04 `C 1 I I ® 1 1 w . � •* All i• 1 1 1 " if A P 1 `� �R 1 SLOPE 220- 1 ! t ( r 1 co f.....:.......: .. .........' ... ..- .... .,- :,j. / th L.__,....,-- -------_— � __---_--_.�—___.. __---- .._...._1 J .�rti� __ -�__— — �-- — — — I � all ___ f — — ___ r11 _y,_ ..r�,- -�__r_ t� � _ ryK - - --- -- _ —J_� ;"Z=7-Z-: r_' "7_ _y_ ul 3-7y`►"yam) S► j r ...— _—..,..__.....___—""'r.,.—...�_.��..____..��.....r.�... _ — .^.'.'______"`r'_..�....r.r ..M....r__--...--- --------- .._..........__ -------------- -----...,r W H.B.- 3'b" €�Ls�N REVIEW AND ISSUING CI` I ER; l�l• DOE".3 NOT RELIEVE '"� + �;�,�3 F t.r U i Or- COMPLYING �s�'� VIII i it i�l~L GODIES . nx l s,-a" 5-3" 4''3" .. Y-9" i3O'-0" P NIaT�: , INE UNDERSIGNED (I.E. ENGINEER) HAS NO KNOWLEDGE OF ANY SUBSURFACE SOIL CONDITION REPORT: THUS, ALL FOOTINGS ARE DESIGNED AS SHALLOW FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM z3a BEARING PRESSURE OF 2000 PSF. IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER THROUGH SOIL REPORT OR SOIL REMOVAL., THEN ENGINEER OR . NDERSIGNEO SHALL. BE NOTIFIED 'AND POSSIBLE FOOTING DESIGN REVISIONS (I.E. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE TO BE: IMPLEMENTED PRIOR TO COMMENCING WITH FOOTINGS WORK. XAIliN R 0 GONG"rosZETE FOUNDATIONPLAN FOUNDATION LEGEND �, 1/ 11 �1��11 (SEE SHEEP No. S-4 FOR STRUCTURAL DETAIL) 8x8 x16" CMU STEM WALL w/. Fo�IN�ArIo 1 DIMENSIONS SHOWN WITH INDICATE PLUMBING OR ELECTRICAL "�• rp w r . (1)H4 ROD 114TO CAt W) 1 O.C. . � .. - . � _ .. _ �, � _ & HOOKED IrJTO 2a"(W) x 10"(H) W OUTLET' LOCATIONS. VERIFY WITH BUILDER AND/OR HOMEOWNER. �',:�> •�z•°�t..: z CONC. FOOTER w/(2)#5 RODS CONT. E`' X1(pl�, FOUNDATION DET�JL CAW „ p LTJ 20"(W) x 12"(H) THICKEN .� CONCRETE STAB w/ (2)#5 �- RODS CONT.31 ~ 1=108 IUI KEN$L QE�CAII. O 20"(W) x 12"(H) THICKEN STEP DOWN CONCRETE SLAB . w/ (2)15 RODS CONT. J 0 B NUMBER IbMIOR M DAWN DET�JL °"�-- SHEET NUMBER ,. M t " �t_t o S 1 Tt ' 1 t e 1 1 � 1 • 1 TABLE FOR SHEAR WALLS FRAMING ,r GROUND FLOOR THE SHEAR 'NALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE NOTED IN ThE TABLE: ' A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS. B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COLLAR NAILS FOR 1/2" AND 5/8" THICK BOARD RESPECTIVELY. � . C) SOLE PLATE—COMCRETE SLAB ANCHORS SHALL BE 1/2"0 TMI� c�� 'q' SVFG Rt!)s pisf ol8oT f, ev AS• vd-oum ola Mtn 0 sheeT 'a-3. 49D Cpmr anur w Bol rs 4s kcmmnv gY "mae gc-L ow I , " 4 ! ', DESIGNATION REQUIRED SINGLE OR SHEATHING TO STUDS FLOOR TO- FLOOR SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR ,SPACING tai r � I i lid c3 Y A 16" OSB I� ,• flK SINGLE 6" / 12" 60" O.C. . ._s';�_r'.r"r•�,��*r,�►:r- - ��_ � 01?,2 (BLOCKED) Alto S 7/16" OSB t� Q v (BLOCKED) SINGLE 4" / 12" 60" O.C. } „ + (n II ' ,r.•• I ��� �W�"""au.,. -vexs.+lra++ewau.' �,.' Wi,.�� ry r+ ; n OSB II i (BLOCKED) SINGLE 12's ,. O.C. ** ...,.! � `o. .. ! r rr L.�d m !1Luz * = ADD EPDXY GROUTED BOLTS TO iHRMD 9*T0 ACHIEVE REQUIRED BOLT SPACING, �? z c� w S1B&L Ae s i -M ::: ; .y:_: =w w .: _ � nrASL I ar t. I��G�� ofro oc�IaG� �7�.�s � CLIs �- i Tyr, yup y ADDiTIQN[AL NgTES, n � 5 ('� (00 0-c CMAXII) Set � ; �, I...... �-.�.J 4 1) FOR LOCATIONS CLOUDED A5 , INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE •' l - Op skeet- -1 Tl " BOLTED PE R gETA{L B OF SHEET Na: 5-- • _ , 2) FOR LOCATIONS CLOUDED AS INDICATE LO' CATfONS WHERE WOOD POSTS SHALL BE STRAPPED C� �I' �' �. l ;l • 1 AT TOP AND BOTTOM AS SHOWN ON DETAIL A ON SHEET No. S--23, + 7_....,7 'il� l; 3) FOR LOCATIONS CLOUDED AS " " 9 ,; SHALL BE STRAPPED PER DETAIL N ON SHEET No, 5-- I 3f,t A S�(tb- 4) FOR LOCATIONS CLOUDED AS ¢ SHALL BE STRAPPED PER DETAIL. "�" ON SHEET No. S—:3 - •"I i�_..... _ .. ,...._..._., I __... 5) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL BE BOLTED PER 1��� . .,v�.�rr� 4 � DETAIL "E" OF SHEET No. S-3 ROOF TRUSSES SHALL. BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON c SCHEDULE "A" ON SHEET No.'S-2. STRAPPING WILL BE ADEQUATE TO RESIST SHAER 1=ORCES 0-) ACTING SIMULTANEOUSLY WITH UPLIFT FORCES. 7) INgICATES FLOOR JIOSTS AND GIRDERS TO BE DESIGNED, FABRICATED IW. ...,,... ..�.. .a".,,my.. .. ,,.„� AND CERTIFIED BY OTHERS. . . W .. r� `` , .. ww�yt•.,pnWece.weeeuuras..:.t.•k'./M'a'-w�..xu"axwr ate x't':ir.ayrrarxsiarawrr'kdreeNwl(+wanuur+w;.serwaw.gn,.wwpr "t'. r,:, � •--"'—� ,. v 9 1 t � �jr�•dP" • '��r•b"ncrnurtiee »Aar G� S�DULE ' 0 .w ¢� t •� � ... ° 1 �►- ire ROOF TRUSSES STRAPPING SCHEDULE TO TOP PLATE � � t OF DEARRING WALLS (PRE—ENGINEERED FRAMING ria �- ,. 3. ,r I . .T. _.w._.._._._.. ..___._ __...._....... . w_._... ._... .. ...__................._...__..__..__.___... .. I ire z UTILIZING ALL THREAD STEEL RODS «�,; �, '" . -.�rµ TRUSS No. OR UPLIFT TRUSS TO TOP TOP PLATE TO FOOTINGS + DESIGNATION * (lbs) PLATE OR TO STUD I f ALL TRUSS ENDSw 1/2 0 STEEL RODS SPACED AS �...... .. ......... ... ... ..._ _.. r i _,:! I EXCEPT ONES 0 z• CUPS 600 H 5A, "SIMA50N" " r �( + "✓ _} ( OUTLINEDED BELOWBELOWP5 SHOWN.ON SHEET No. S-3 �.. =2 Z lip 601 1200 ) H2 5A, "SIMP50N" CLIPSAs r ON SHEET N S-3 (2 2 STI: RDS SPACED " 0 o,C,�•'j SHOWN T a. 4750 1201 -- RlTtt. SIMPSON , HOLDDOWN + (3) LSTA36, "SIMPSON", " " npl- -FRAMING PLAN STRAPS fLwTO FLour C. aU1 l ... I�L,4Q ..r.-�~Ud,�L..� - ..� aLIT Z YRQss, SSC-, sScoNt> FLvO . sVji & - W Lks �> vvr T�tls :� r SSC W/�Z)LS•TR r ''StlnPs��1"ST BCAL.E: 1/4"+I'-O" I ,_ 3�s r (1)zx10 (Oulu CD USE (2) ROWS BEARING STUD REQUIREMENTS FOR BEAMS GIRDERS. OF lOd COMMON .....:;max --�--.�---- NAIL.'S m 17" U.C. " �� I DENOTES KING STUD AND "J" DENOTES JACK STUD. TABLE FOR SHEAR WALLS FRAMING ALL SOLID SAWN LUMBER BEAMS SHALL BE SUPPORTED SECOND FLOOR) ..r.._"...""41.AL...Of..(z��».X_.O"..mR�"..X-. Z-.spun SAWN LUMB�z..�__.._ p 1N'I'TH lid )K+(�)J s AT- END SUPPORTS OR ( )K's AT � THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE INTERMEDIATE SUPPORTS. LVL BEAM REQUIREMENTS ARE NOTED IN 111E TABLE: A WOOD SHEATING TO STUDS NAILING SHALL.SE 8d COMMON NAILS. FOR 1 2" & 5/8" THICK BOARD SHOWN ON PLAN ABOVE AND DENOTED BY. 83 GYP. BOA RD TO STUDS NAILING SHALL BE 5d & 6d COLLIER / USE (3) ROWS —K's ` RESPECTIVELY OR 1-1/4" TYPE S OR W, #6 SCREWS FOR EITHER BOARD THICKNESS. ut NAILS COMMON 0 NA►LS � 12" O.C. w STAGGER NAILS r �' 1 ON BOTH SIDES, gr ' SINGLE OR SHEATHING TO STUDS N L REQ D. _ j'o t_ }� � .a : z DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING TYPICAL D.F..(3) 2".x 10" THRU (3) 2" x 12" SOLID SAWN LUMBER '° `i;' f l ''''`y r 1 11 " 0 w ® 7/16" OSS SINGLE 6" / 127. `!t. i`' hs i `.l)�`) — I (BLOCKED) . .�ivi:;ivi( ,'dX., FL. Q 7/16- OSB SINGLE 4" / 12" r ..._.. w.__... .......... _ �w_ < / .• O USE �3) ROWS I (BLOCKED) U5E (2) ROWS w pF i2d COMMON /2"� A30y L.icc7 DOLTS w/'NUTU OF 11d COMMON NAILS 0 12" O.C. __w... ._ •........ ._ _.. Q Vo 5TEEl, wages G NAILS ® 12" O.G. � STAGGER NAILS O.C, 7) oN' rsOTll slpEs: ADDIITONAL NOTES., JOB NUMBER tl ALL EXTERIOR WALL OPENINGS ON SECOND FLOOR, VMERE WALLS ARE A CONTINUATION 0>" GROUND FLOOR WALLS, MAY 8E BOLTED PER DETAIL "F"" ON SHEET # 5-_12 (2) 1--3/4"" PLY LVL (3) 1-3/4" PLY LVL (4) 1-3/4" PLY LVL 2) FLOOR TO FLOOR STRAPPING FOR UPLIFT SHALL BE M O ZE L, MO- C 5 ZO• "Sim p 5.0►s►" SPACED ON 32" O.C. ® BOTTOM AN9 AV.o 0PPLiE-D ® TOP PER DETAIL "D" ON 5HEEr - SHEET NUMBER 5,3, WHERE SECOND FLOOR WALLS ARE SUPPORTED BY FLOOR GIRDERS AND ARE M A CONTINUATION � �r EXTERIOR WALL. OPENINGS MAY BE STRAPPED PER DETAIL K ON 5 H BET J-3 �`������ � �� ''""' "''� ������� ��� ����� � , G' �'- � ()F �J OF FIRST FLOOR WALLS. � ,-, • q.�sla�IOr'iteria; 1. Live Lg51 ' I I Roof...........20#/Sq. Ft., Flo-or.........4.0#/Sq. Ft. 1/2"0 THREADED STEEL RODS � I SPACED PER SHEEP # S-3. SPACED THREADED STEEL RODS t � 2.Wind Loads ADDITIONAL EXP. BOLTS MAY I SPACED PER SHEET 5-3 , I Three Second Gust Wind Velocity Per RBC-2001...,.....120 BE NEEDED PER SHEAR WALL; STUD WALL ADDITIONAL EXP, BOLTS MAY, (importance Factor=1.0,Wind �XpC75Ure"C", Category"II" Building TABLE ON SHEET # 5-2, �4 R005 CANT. ( 6E NEEDED PER SHEAR WALL TABLE ON SHEET � s-2. Mph, I (imp ) COPi=(•�)Or(-)0.55(Partially Enclosed Building), a" CaNC. SLAB W/6xsx10/1D W.W.F. oto pff3ERMESIt EXPANSION JOINT • 3 . Components&�Cladding Design Pressures *"* : ( RECESS SLAB 3/4"x to" WIDE - +14.9 Psf 4MO REENOINEERED ROOF TRUSSES - $ MIL. V.S. OVER CLEAN, STUD WALL I AT GARAGE DOOR Roof(Anywhere) 65.4 Psf, Wails : Zone"5" is within N ft, of corners,Zone "4" is Anywhere Else GATOR NUT WELL COMPACTED TREATED FILL 6x6%10/10 W.W.F. 6x8x10/10 W.W.F. 018 F1�&E.ICMESH Zane Effective Wind Area (sq.ft.) Pressure( Psf) o�FIS # k4 RODS VERT. ON 4e O.G. & AT C%04ERS. 30x 3"x 1/$" VERT. RODS SHALL BE HOOKED e" INTO I x a 1 a.o 35 -38 STEEL WASHER � ',�•. �• :" •_•- _ 17 BOTTOM AND " 4 20.0 33.35 -36.3 � F00 NGS � 12 INTO 5LAE94 50.0 31.3 -34.3 HURRICANE 0 TOP. FOR HORIZ, REINFORCEMENT, USE w �• �' '• ' (x)-#5 CONT: HOOKED -'"• - (2)-#S CONT. HOOKED BCH. "A" ON TOP PLATE I,lj A ga.«ORIZ. JOINT REINFORCEMENT & nED AT CORNERS �C TIED AT CORNERS 4 100.0 29.7 -32.7 OF WALLS -" I ON 1d O.C. (MAX.) ( MN. 18" 5 10.0 35.0 .46.9 1 :. �- 1z" MIN. 1$" 5 20.0 33.34 .43.7' � �� xb 48" (MAX,) OR a ,a 31.32 -39.55 CONSULT ENGINEER ;- : . , ,: ,- I �-zo'--� TURN DOWN SLAB DETAIL, 5 5a �-. 0 GARAGE 5 100.0 25.70 "36.32 1/rO THREADER STEEL 20"(W)x 10"(H) CONCRETE FOOTING *** plug and minus signs indioat acting toward'and away from the building surfaces ROD PER SHEET # S•-3. REINFORCED W/(2)-# Raps CONI I TURN DOWN SLAB D)wTAil. I 1 ft IS THE INTENT OF THE ENGINEER TWAT THIS WORK BE IN CONFORMANOE WiTH ALL EXCEPT GARAGE I i f�IEQUIREMiE�1TS OF THE AUTHWITItS HA\% JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THIER WORK IN CONFORMANCE TYPICAL, t~OUNpAT1C)N DETAIL STEEL COUPLER I3 • - -,•. .--••. -.•-. -- WITH ALL APPLICABLE CODES AND REGULATIONS. _ _ -- f � � -W.. ___. 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR y 1a" OSB NAIL w/ CORNER DETAIL TO COMMENCING WORK. ed COMMON NAILS r0 � � ` � 3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK Ai,l INSERTS, ANCHORS. ANGLES, STUDS PER SHEAR WALL I Bx6x10/10 W.W.F. d tripaEttN15M z f!� PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED BY' TABLE ON SHEET # S-2, t � '* � d ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS. 4) THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR ° •• r °B'� F THE ENGINEER. � �' •.•� °' •:' � � � � REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT 0 RIM JOIST OR BEAM LSTR3G, r ' 5 ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND 2"x6" SPF #2 0 18" O.C. TOP PLATES "SiMPSON STRAP *T- (2)-#5 RODS CONT, m « THREADED STEEL RODS SYSTEM SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUTfON ELSEWHERE IN THE WORK 1/2"0 THREADED STEEL "-•�-.-..� EXCEPT WHERE A DIFFERENT DETAIL iS SHOWN. ROD PER SHEET # 5�3. INSTALLATION INSTRUCTIONS 2D © . 6) SUBSURFACE SOiL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS WRER DESIGNED STEEL COUPLER t INTERIOR STEP DOWN DETAIL FOR A 2000 PSF SOiL BEARING CAPACITY, CONTRACTOR SHALL REPORT ANY DIFFERING 1) DETERMINE THE STARTING POiNT AND MARK EITHER THE " CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK. FORM BOARD BOLT LOCATIONS PRIOR TO CONCRETE POUR STRAPS SIMPSON , 7) iT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEE TYPICAL FOUNDATION IF "J-BOLTS" ARE USED OR BOLT LOCATIONS DIRECTLY STRAPS DETAILS OF THIS SHEET. ON THE HARDENED CONCRETE IF EPDXY ANCHOR BOLTS ' SEQUENCE TO INSURE THE SJIF'f1Y OF THE BUILDING AND IT'S COMPONENT PARTS DURING ARE USED. ERECTION. EPDXY GROUT POST STRAPPING TOP STAppI�fQ_ -TOP '�• 2) CORNED LOCATIONS SHALL BE PER DETAIL "L" ON THIO (1J,T,S.) {N,T,'yJ 1/2"0 THREADED SOLE PLATE SHALL BE CONSTRUCTION NOTES; SHEET, STEEL ROD ANCHORED TO SLAB W/ 1/2"0 + CQNQR 3) INSTALL COUPLERS, WASHER, NUTS WHERE REQUIRED 2x4 STUDS THREADED ROD DOLTS SPACED co 1) ALL CAST ON PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 PSI PER DETAIL "J" ON THIS SHEET AND PER MANUFACTURER'S 6"x 19" Ort 4"x 4" POST " PER SHEET 5Y B ADDITIONAL M`3YI�M"SIM�50N i � 18 O.C. EXP. BOLTS MAY BE NEEDED COMPRESSIVE STRENGTH AT 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED w/2500 PSI CONCRETE FOOTING RECOMMENDATIONS, 5Y j{�p PER SHEAR WALL TABLE ON ABU,, "SIMPSON", "1 Bx6x10/10 W.W.F.. SHEET � S-2. � i� CONCRETE, 4 ALL THREADED STEEL MODS SHALL CONFORM TO THE POST ANCHOR OIL IFi13 gm � ( p" 2) FOOTINGS SHAH BEAR BELOW DISTURBED de ORGANIC SOIL AND UPON EITHER THE SURiICAI SOIL �`►�-�� ) REQUIREMENTS OF ASTM A36 THREADED STEEL, GALVANIZED. OR UPON STRUCTURAL TILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR ; DRILL s" INTO CONCRETE .�.' MAXIMUN DRY DENSITY (ASTM 01557) FOR A DEPTH OF AT LEAST ONE FOOT (1 ft.) BELOW THE ' •:r � n • ,• �'� BOTTOM OF THE FOOTING. POST STRAPPING 0 BOTTOM ANC 92AM IQ SLAB � BOTTOM BOLT' RUIN DETAIL TYP � •'' (x)w#� Rens CONT, � arm 3) BEARING MATERIAL, THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FiNE SANDY SOLS, iN.T,S,y WHICH WILD. REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL.. THE BEARING (N.T.S'} 4�1f„1 �.----20" LEVEL SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 95% OF THE MODIFIED Q PROCTOR MAXIMUM DRY DENSITY (ASTM 01557) POST STRAPPING A POST STRAPPING � 4) REINFORCING STEEL SHALL BE ASTM A•-615 GRADE 60 STEEL CONFORMING TO ACI 301, N INTERIOR THICKEN SLAB DETAIL ACT 315, AGI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS. TOP & BOTTOM T(?P & BOTTOM � 0 5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE aKT.W v M I SC. FOUNDATION DETAILS 4 LAP SPLICED A MIN. OF 36 BAR DIAMETERS OR 24, WHICHEVER IS GREATER UNLESS tr6T.SJ . . `i OTHERWISE NOTED. I REINFORCEMENT. � �+ �y 6) THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN. FOR E z FOOTINGS (TO MAIN REINFORCEMENT).....................3 inches " " " H2.5A, "SIMPSON" H2.5A, SiMP50N H2.5A, 51MPSON SLAB ON GRADE.....................................................CENTE.RED CLIP (TYP) OR ROOF TRUSS CLIP (TYP) OR ROOF TRUSS CLIP (EYP) OR _ " " HEADERS PER SHt. # S•-2 H2.5A, "SIMPSON" ROOF TRU55 " „ " , SEE SCHEDULE ACUP (TYP) OR 7) HORIZONTAL BEAM AND FOOTING BARS SHALL. BE BENT 1'-�0" AROUND CORNERS DR SEE SCHEDULE a SEE SCHEDULE A " ON SHEET # S•-2. ON SHEET # S-2. ON SHEET S-2. GARAGE DOOR HEADER, RObF TRUSS SEE SCHEDULE "A" r� k ► CORNER BARS WITH 2_O LAP SMALL. BE PROVIDED. (T ) F-�-� B) CONTRACTOR SHALL PROVIDE SPACERS, G WHIR$ BOLSTERS ETC. NECESSARY TO SUPPORT ON SHEET # 5-2. REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHiCH ARE PLASTIC TIPPED OR STAINLESS STEEL 91 ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR Al N REINFORCED CONCRETE STRUCTURES ACi 315 LATEST EDITION, UNLESS DETAILED # ' DET U 13 OTHERWISE ON THE STRUCTURAL DRAWINGS. LSTA38, 'SIMPSON", RK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS 1 2"0 THREADED STEEL 1/2"0 THREADED STEEL. STRAPS � � I,� 10) ALL CONCRETE WO ••' 20g >< 24" LONG FOR CONCRETE" ACI 318 LATEST EDITION, AND "SPECFICATION$ FOR STRUCTURAL CONCRETE CS20, "SIMPSON", ROD PER SHEET 5w3 ROD PER SHEET S-3 I TVIISIED STRAPPING FOR BUILDING" ACI 301. STRAPS. 00 111 SEE SHEET �I S-2 40 FOR # OF STUDS. �0% M 5N Imo• J 1) CONCRETE MASONARY UNITS SHALL,BE ASTM C90•-75► HOLLOW LOAD-BEARING CONCRETE SEE SHEET ,p 5-�2. �+ MASONARY UNITS. TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MiN. COMPRESSIVE STRENGTH FOR # OF STUDS. 40 OF 2000 PSi ( ( ' m o 1500 PSI ). I�•�``t"I�"SIMPSON", � � 2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S. for HTT22, "51MPSON . HOLOOOWN HOLODOWN 3) HORIZONTAL MASONRY JOINT$ REINFORCEMENT SGALL BE GALVANIZED TRUSS-TYPE WITH _. 6 in. !AP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 in. O.C. _ (3)M CONCRETE li( RY CONCRETE SLAB it ytQOD FRAMING. ._..... - ..�.•. 3-�•��-;i. • •, ,• •: ,. , 1 ALL WOOD FRAMING SHALL 9E SYP2 AND INSTALLED PER AITG AND Ti'1 AND NATIONAL SUPPORT CARDER A F �, E •� + `F r , .• .• ` DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, ,A, `�1 r ` 2) ALL STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: EXTERIOR WALL OPENINGS K EXTERIOR ERIOR r'ALL OPENINGS E EXTERIOR WALL OPENINGS DOOR JAMB a >y SAWN LUMBER LAM. VENEER- 2, LUMBER STRAPPING 0 TDP & BOTTOM STRAPPING 0 TOP & BOTTOM EXCEPT AT F ANCHORAGE 0 TOP & BOTTOM DETAIL Oe t# 1.120 P51 Fb 2.500 P51 STRAPPING TOP & BOTTOM Fv m 90 PSI Fv - 285 PSI (N.T.S.) GARAGE DOOR do OTHER LOCATIONS SHOWN �. JAMB STRAPPING 0 TOP & BOTTOM Fc1 m 565 PSI E - 1,900,000 PSI ON SHEEP 5-2 OF THE DRAWINGS �N.T. ) M.T.S. fc � 1,455 PSI (N.T:S. E - 1,600,000 PSI, 3) ROOF & WALL SHEATHING SHALL BE 7/16" ORIENTAL STRAND BOARDS,(OSB) OR BETTER, N THE DRAWINGS. SPAN RATED AS SHOWN 0 E 4) ALL WQOD'MEMBERS EXPOSED TO WEATHER OR IN CONTACT WiTH MASONARY, CONCRETE 0 OR SOIL SHALL BE PRESSURE-TREATED. NTNG DEVICES NECESSARY AND SUITED FOR EACH SCHEDULE "C" *�* . TDP PLATES H2.5A, "$IMPSON". CLiPS (EYP) OR '� 5) CONTRACTOR SMALL PROVIDE ALL FASTS RECOMMENDED STUD SIZES AND SPACING APPLICATION. FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM 9LdC91NO RE4'D. ROOF TRUSS NOT SEE SCHEDULE "A" ON SHT. # 5--2 BETWEEN OUTRIGGERS SHOWN FOR CLARITY A-153-80, WALL PLATE HEIGHT STUD SIZE SPACING 2X4 BLOCKING 0 SHEATHING J01 T 2x4 OUTRIGGER � �•�� 6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.I.S.C. SPECIFICATIONS. 4" FTzGM GneLE r±Nn as" ac HURRICANE cXB+ w-2a �"- CONT, 2x4 SCAB FROM TOP TO 8'-0" THRU 9'-10" 2x4 16" 7176" STRUCTURAL ROOF SHEATHING U WCEa aR EQUAL 48" Q.C. B077pM CHARD TO SF,RVE AS SAILER FASTENING SUBJECT TO MOITURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM A•-153•^80. 2x4 gARC.E RAFTER CONT: FOR X-BRACING 8' O C. 1 D'-O" THRU 14'-0" 2x6 16" - PROTIDE CLIP FOR 400 Ips. �!r 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. i 1 SHINGLE STRIP BOTTOM CHORD OF COMMON OF LATERAL SHEAF, ,I'�-.� yl�,,�� OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 14'-1" THRU 18'-6" 2x6 16" rRussEs � 24" O.C. l 1 1 -FASCIA I BOTTOM CHORD OF CABLE �� � 'r ', SPM, n SIMPSON", STRAPS B 'GRADE i ( 1 12d NAILS 0 f1" O.C. " END TRUSS ���� 9 32 O.C. � " , . " 2x4 X•-DRACING • • � INSTEAD OF SYP #2. 19 -0 THRU 22-0 2X8 12 1 . r . � . "2%1 D 12" g'-0" O.C. TOP CHORD OF C+A,9t 00 (J) 12d NA •�� r"r�� ` f 1 TRUSS DROP 3-1/2 DOUME TOP PLATE �+ > •���r�• v� t " °' N * * THE PLATE WEIGHT REPRESENTS THE VERTICAL 2x4 SCAS CONT TOP TO ; j ( "- MAX. « r c ��M1 r � F R T r ." BOTTOM CHORD 8 ft. I MAX. �y s` ;� i UNINTERRUPYED SPAN LENGHT OF THE STUD. FROM GABLE 1 ; CPENINC I �' rt iF HORIZ, CONTINUOUS BRACE CAPABLE OF t ' SCHEDULE "B" -- MISCELLANEOUS FASTENING SCHEDULE TRANSFERING LATi:RAL LIDADS 10 SHEAR WALLS j CONT. 2x4 SCAB FROM TOP TO l 2x4 BLocKIN(i 48"a.C. BETWEEN LSTA38, "SIMpSON", DOES EXIST, THEN THE SCHEDULE SHOWN ABOVE 1 1 1 6OTTOM CHORD 90 X-BRACING " 0 CABLE END TRUSS AND FIRST SPACE t� 32 0•C. 2x4 SCAB IF VERS 1 i (PROVIDE ADDITIONAL 2x4's AT COMMON TRUSSCONNECTION FASTENER NUMBER OR SPACING DOES NOT APPLY. wEa Is Nor PRESENT 1 vERT1CAL IF 1�1VER THAN 4e (MAX.)( 1 1 TO FORM AN "I SHAPE) I TOP O� SOLE PLATE TO STUB, END NAIL 16d COMMON 2 c 1 CONT.' 0 46 STP. LATERAL SALE PLATE roE NAIL 8d COMMON 4 hal? 12d NAIIs (rrP) 1 1 1 BRACE � ae'�O,a �•�1,�i ,� 1 r •- - f--� ST TO X-BRACING BOTTOM CHORD OF L ( J DOUBLE STUDS, FACE NAIL 10d COMMON 24" O.C. I 1 W+BLfi END TRUSS (�) 1z4 N�! _. DOUBLE TOP PLATES, FACE NAIL 10d COMMON 16" O.C. 1 1 E x< f Er'gp �. �-- �. TOP PLATES, LAP AND INTERSECTIONS FACE NAiL - 2-119d OR 3-10d COMMON „ „ (2)-Zx4 TOP PLATE ISOMM10 VIEW SHof� r�LATE � �► P � CONTINUOUS HEADER, TWO PIECES 16d COMMON 16" O.C. ALONG FA EDGE SCHEDULE p LANE. 2x483 #2 5YP SHt1WINQ LATi~RAl. 1tACi; TO FRAMING SCHEDULE FOR OPENINGS SHALL BE A5 FOLLOWS FOR ALL LOAD BEARING WALLS LATERAL BRACE �48" O.C. 2xa STuD9 0 18" O C. OWE END TRUSS � EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS) 7/18" 059 ON 1sL Z.x4 BLOCKING 49" O,CPl1AI TORN FRAMING- 1,BEAM OR d R( :H 4 z PLYWOOD& PART CLEBOARD SHEATHING: / NAILED ON 4"/12" BETMEN GABLE �k FIR$TT TRUS$ 9 5. ROOF 7 16" OR GREATER .. 6d COMMON 8" O.C. EDGES 8t OPENING WIDTH IN FEET CUP 4.4e" O.C., GUP MUST GiRDER PER SHEET # 5-2 j � co ww� / PROVIDE A MIN. 400 16 Or SHEAR. 0 8" O.C. INTERMEDIATE UP TO 3'--0" 3'�-1'" THRU 5'-0" 6"-1" THRU 10'-0" WALL - 7/16" OR GREATER 8d COMMON 6" O.C. EDGES 8, * UNTEL (3)-2x8'3 (3)•-2x10'8 (3)-2x12's PLATFORM I=RAMING�',;H 12" O.C. INTERMEDIATE JAMB * USE TWO (2) STUDS OF THE SAME SIZE AS THESE OF THE WALL BEING CONSIDERED GABLE END DETAIL --- FLOOR -- 3/4" T&G PLYWOOD 8d COMMON ' 13" O.C. EDGES & cf1E,S.� D 12" Q.C. INTERMEDIATE * "+ TWO (2) PLATES WITH A 1/7" PLYWOOD FILLER MAY BE USED INSTEAD OF JOB NUMBER STUD TO STUD STRAPPING THE THREE (3) PLATES MENTIONED ABOVE. UNNBRACED LENGTH OF X-BRACING MAY NOT EXCEED 10 iL, IF LENGTH DOES.I • * � OR Sid SHEAR WALL TABLES ON SHEET S-2 do $-3. ** � STUDS SHALL 9E CONTINUOUS FROM TOP PLATES TO SOLE PLATES. ExCEED Fo ft., ADDInaNAL sCAa IS rzen'n. ' SHEET NUMBER 5 /C 0 . 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