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Io o ICD i o mii C). a_ in — � I rl _______;.--- ---------- ------------- - BRL--'-- -- --------•--___- 1-------- I 20' i I I i i I i I I i � � • i I 73.5' = No: DATE: REVISIONS: T W E L F T H S T R E E T A 4/3/00 GENERAL REVISIONS 2 CITY OF P yid 4 ev, �pr Cr8FACH ■ , MAY 2 4 ZdDO HoM[� r� mov/,\ rlom _.._.._.. _..�. .._.._.. .�.. . .._. . . ... . ._ .._ . . ... . . . _. . _. - - - - -- - --. _ -1�IC114,1\ 1L, L, E U66IH 1 architectural 5i- Ian CCNI-r�C rU�AL SP1 � EL; C°j E-j; �,x, This drawing Is an Instrument of ser-Ace and the +�f�Y 2U�1� "� property of Kevin E. Mulllcan. and shalt remain his property. The use of this drawing shall Git �Q�� ,��,� ` be restricted to the original site for which It Is pre-- y of Atlantic Beachpared and publlcatiu6 thereof is expressly limited to F3ullclirlg and Zonln� V. ��4`'�� � � such use. �� ��x' '�11I j Job No: '�(i_ ( i Sheat No: ,S� `I - - z Date: j,i 2012000 Scale: 1 1 v I,> -() �S1 prawn: K.Q.M. Checked: KEVIN E . MULLIGAN DESIGNER (904) 641 --3871 NOTES : GENERAL NOTES: 1. ALL ROOF PITCHES ARE EQUAL TO 10:12 UNLESS NOTED OTHERWISE. 2. PROVIDE FIBERGLASS SHINGLES ON ROOF SURFACES. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. PROVIDE PRE-FINISHED ALUMINUM FLASHING AT ALL REQUIRED LOCATIONS. INSTALL IN STRICT ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 4. ALL ROOF OVERHANGS ARE V-6"UNLESS NOTED OTHERWISE. 2�2'-0" 8'-0" 6i'-0" 4 e v4 v «� 4 Zv v 4 71e — — — — 4 4 4 ° ° 1 4 e ° 4 4 4 ;0 a0 v ' 1 4 e 4 , (D 6'-8" 8'-8" 6' 8" 19 4 ° v 1 4 4 d ° ° I °I � CI d 4 ° 4 1 4 ° 1'-4" x 2'0"MONCJLITHIC CONCRETE o qg 4 FOOTING W13#5's CONTINUOUS & 4 ° ATTIC ROOM 4 1 ° #4's TRANSVERSE @ 24" O.C.. a e a i o ACTUAL SHAPE AND SIZE v OF ROOM TO BE 4 4 v FI pETERMINEDTN Ei1.D. / I ° 4 Q / 1 ° ° 44 d 41 A6 I / 00 p d L 4 Ll- - - - -- _ - — C% Ye v z I O 1 4 4"CONCRETE SLAB 2500 psi W/6x6x10x10 d U N 60 W.W.M. OR FIBERMESH ON 6 MIL. VAPOR BAR�2IER 1 _ _ LL 4"CONCRETE SLAB W16x6x10x1p v I ° OVER TREATED AND COMPACTED FILL. ° I° W.W.M. &8"TURNED DOWN 1 ° 4 4 EDGE OVER TREATED ° v ° e e e 4 14 \ AND COMPACTED FILL. i 4 1 ° 44 1 — — 1 ° v 4 1 4 v 60 SLOPE S' FLAT i SLOP 4 4 v v , — e TRAP OOR I L — J FOR A TIC STAI 14 4 d I ° v ���3'-0"x S-0"x 1'-0"DEEP THICKENED 4.01 4 4 SLAB W!4#5's EACH WAY. EXISTING SLAB TO REMAIN e 1 A/C UNIT#2 io Q 1 v 411 16 ao e 1 4 1 ° CO — STEP 'FLOOR DOWN T 1 q d e ° 4 I APPRIOX. LEVEL OF ISTING ° CEILING FRAMIN ELCW, FOR INCRE"ASED4 , I M Q — — o —� 1 1 1 IN ME CHANT H HEIGHT L 4 �CHANI L ROOM. 4 14 4 1 ° IN A= 1 WFCM 4848 ° 1 L - 4'4' 10'-0" 14 4 11'-10" 2'-6" x 2'-6"x 1'-0" DEEP THICKENED SLAB W/3#5's EACH WAY 14'-0" 1 °Q 4 4 1 v 1 4 2'X T SKYLIGHT 4 I — 4 11 � 11 � 11 � I1 � 11 �w 11 +�+ 11 +++ 1I rr 11 � 11 � II � 11 �+ 11 i..i 11 �+ 11 � 11 rr 11 � 11 � 11 � I1 � 11 �+1 � 11 I I r+ I 11 � 11 � 11 � 11 � I I � 11 � 11 � I I� II � 11� 1 � I I wr 11 w 11 � 111 w 11 � 11 � 11�+ 11 ■+r 11� 11 I I ■+r 11 T-6" No: DATE: REVISIONS: 1 1 4/3/00 GENERAL REVISIONS 1 4"CONCRETE SLAB W/6x6x10x10 = 515/00 ENGINEERING REVISIONS W.W.M. &8"TURNED DOWN EDGE OVER TREATED AND COMPACTED FILL. 41 4 - 3 FOR NEW A/C UNIT PAD, SEE SHEET A2 1 4 FOR LOCATION AND SIZE. X11 NJ ■ ■ 1 1 foundation plan. (--2attic floor planHOME RENOVATION Al SCALE: 114" = V-0" Al SCALE: 1/4"= V-0" FOR TRICIA & BILL HUGGIN ■ ■ FOUNDATION AND ATTIC PLANS This drawing Is an instrument of service and the property of Kevin E. Mullioan. and shall remain his property. The use of this drawing shall be restricted to the original site far which it is pre- pared,and publication thereof is expressly limited to such use. Job Na: 00-201 Sheet No.- Date: o:Date: x/20/2000 Scale: 1/4"=1'-0•• Al • � � � Drawn: K.E.M. - ; //G��G Checked: _ KEVIN E . MULLICAN DESIGNER 4 (904) 641 -3871 22'-0" 22'-0" . w �' • , s'-o" s'-o" 8, o" s'-o" T-o" 7'-0" NOTES 5'-0" 3'-0" 3'-0" 5'-0" 7,-4" „ 3'"5" 3'-71, 2,-6„ GENERAL NOTES: DENOTES NEW CONSTRUCTION. 4'x 'CMD FREPL C 4E-FA 'x 'CMDH A RE-FA C - 2 UDH 2836 RAISED HEARTH cD iv --—————————— RAISED HEARTH C, M W 00 C14 >I I I I7,ilL I N M d0*4 ( W z II D �O ¢O' _, U I I pco 0W.I-C. ca —__..-- -----------J L_--._--._—__---- --—__ --___—__ _8 ABINE I I I I U I Q FAMILY ROOM w • (V � I 1 I I I I I � I �? r 8 I b I TV I I " I s pi A-7 j 9 4 CLG i Q �, MASTER SUITE I ASINE to BEAMED CLG I o 9.0 CLG A 7 WINDO 00 � I I I I 2468 L——_ _____——J �. ____.... _____ __J L._ _____... .__ _— .._._ J � ° WC SEAT U CD `� v LL 4 I -____ ----- i r------------ --I s o `° N 9'0"CLG W 4 -�- _ pp lL7 �1 I I I I M in _ - N Wi I W Z I I I J � 8'-1„ N N CD d � Q tNp I I I I I I »U N o 1 J U • - - � II I I I I , r --- — _ � U 1 6'-10" I 8'-4" I QQ U I 1 6068 SLIDING FRENCH 1 U co _ U e' C_UDH X828 N — — — — _ W1146$ RARaC M__ . ____ -�1-_ = MASTER BATH TO"CLG NN 5 ELVES _ ___ } i MICRO I ' (�L�J _ T 4 94'CLG z ¢ --- � D I W U �&OVEN I GOOK TCI cv co w °° � ci a M J °? 20 TE z r� C) m J ENTRY C) LAUNDRY 2 � GLA s o PORCH 9'-4"CL o A_7 f N r 3068 - _ coCD DINING O N GARDEN Q N LINEN 04 T_0"CLG , " EXISTING 8'-4'CLG a -o TUB ul - 4068 M ISLAND i NW o EXISTING BEDROOM 3 co 6 ; N rJ _ — _ 00 EXISTING 8'-.4°CLG (2) DH 2426 __ f A l A 7 R�F A"7 i (2)CUDHr2426 CC M 1624� 2'-8" 5'-0" 4'-0" 2'-4" 13'-8" r 1 N ' I ' ~ to 3'-6" 3' 2" 1'-2" � STUDY HALL' z'x °° N DW I 3' " 9.. " 6,4" ., gn 3'-O" DESK I (D Cf) LjKITCHEN I EXISTING 8'-4"CLG:SKYLIGHT I EXISTING 8'-4"CLG ___ N CO ° o i 6'-$" 3'-4" U 2068 2668 L cc (kl __—__— POCKET POCKET co D A-7 ivGo V p O I a ISTING BA N ' N qt e EXISTING 8'4"CLG I ——— ———————--—-•-- A-7 _ Q SQUARE FOOTAGE • EXIST 186 � U � ('� 04 EXIST 1st FLOOR A/C: 950 S.F. 31-60, 3-0' � A 2' x 4' 00 4'-0" 6'-6" 3'-6" u� 2068 EXISTIN SKYLIGHT I cv 10'-0" EXISTING B UARIUM 9 U'r I T EXIST 2nd FNEW 1st OLOOR A/C: 960 S.F. CLOSET EXISTING aL ; EXISTING ' ' G NEW 2nd FLOOR A/C: 476 S.F. N AREA A-7 I �AicyTNiT# EXISTING LIVING 'EXISTING xIsTIN xISTIN _ _ ATTIC SPACE: 212 S.F. E G cn oo IREPLAC 1 ; s R CLOSET wH EXISTING 8'-4'CLG r TOTAL A/C: 3052 S.F. 12'x 4' I �- - KYLIGHI EXISTING_SIrTING ROOM XISTING 4 L -J _ EXIST 1st FLOOR PORCH: 300 S.F. 04 A/C UNIT#Ix 00I EXISTING 8'4v CLG SUN ROOM Ir NEW 1st FLOOR PORCH: 32 S.F. �\ I co coI X EXIST 2nd FLOOR PORCHO 231• S.F. co w _____.__� � EXISTING BEDROOM 2 " TOTAL SQ. FOOTAGE 3615 S.F. EXISTING .F- EXISTING BEDROOM 1 I cl� EXISTING 8'-4'CLG EXISTING 8'-4"CLG N - EXISTIING T XISTIN No: DATE: REVISIONS: zo 2 0 EXIST T�2j��DD 2 28 co CCM 2440 4/3/00 GENERAL REVISIONS 0 T y 5/5/00 ENGINEERING REVISIONS lD EXIST CUDH 2828 4 EXISTING PORCH EXISTING CREENED PORCH w HOME RENOVATION FOR TRICIA & BILL HUGGIN ARCHITECTURAL FLOOR PLAN This drawing Is an Instrument. of service and the first floor plan 2 second floor_�an remain his property. The use of this drawing *hall property of Kevin E. Mullican. and shall be restricted to the original site far which it la pre- SCALE /q" - ! _C A2 ;�°l E.. !u' pared and publication thereof Is expressly limited to such use. Jab No: 00-201 sheet No: Date: 3/20/2000 Scale: 1/4"=1'-0" • Drawn: K.E.M. A2 Checked: _ ■ ■ ■ KEVIN E . MULLICAN DESIGNER NEW PORCH RAILS TO BE PVC 2"x 4" (904) 641 -3871 TOP AND BOTTOM RAILS W/ 8'-0" CLG PVC 2"x 2"PICKETS ■ TOP OF WINDOW i NEW WINDOW TRIM TO BE PAINTED P.T. OR PVC LUMBER. 4 EXISTING BRICK CHIMNEY TO REMAIN 0o °I' AND BE RECONDITIONED. zo 12 101 EXISTING SHAKES TO REMAIN AND BE RECONDITIONED. ATTIC FLOOR 9'-0" CLG - NEW 8"SQUARE PAINTED TOP OF WINDOW P.T. WOOD COLUMNS, EXI;TING 8'-4^ CLG TOP OF EXISTING DOORS ' (TOP OF EXISTING 4 _ WINDOWS T-2") bn 4 00 i� CO 1to 12 1 SECOND FLOOR 6 B - SECOND FLOOR 9'-4" CLG 0 TOP OF WINDOW ' EXISTING TOP OF EXISTING WINDOW co ao in EXISTING EXISTING FIRST FLOOR FIRST FLOOR NEW ADDITION EXISTING HOME-TO BE RENOVATED South - elevation A- SCALE: 1/4" = V-0" ARCHITECTURAL GRADE FIBERGLASS SHINGLES ON 15#ROOFING FELT OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING OR OSB ON PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. CONTINUOUS ALUMINUM EAVE DRIP ON P.T. 1"x 2"NOSING OVER OPEN P.T. RAFTER TAILS. 12 8'-0"CLG CEDAR SHAKES ON 15#FELT 101 / \ \ TOP OF WINDOW OVER 1/2" EXTERIOR GRADE ( 1 PLYWOOD SHEATHING ON 2"x 6"STUDS @ 16"O.C. ' I \LIMITS OF PROPOSEDCID ATTIC SPACE EXISTING BRICK CHIMNEY TO REMAIN I I AND BE RECONDITIONED. I I V-8" STUB HEIGHT I I ON ATTIC TRUSSES. ' co ATTIC FLOOR _ NEW WINDOW TRIM TO BE 9'-0"CLG PAINTED P.T.OR PVC LUMBER. 1 - TOP OF WINDOW EXISTING WINDOWS IN No: DATE: REVISIONS: SUN ROOM TO REMAIN. _ 4/3/00 GENERAL REVISIONS 2 5/5/00 ENGINEERING REVISIONS NEW PAINTED P.T. WOOD OPERABLE SHUTTERS. EXHAUSTS FOR r GAS FIREPLACES. o "' 3 'co ( 4 EXISTING SHAKES TO REMAIN AND BE RECONDITIONED. ■ ■ � - 12 16 SECOND FLC)OR 9'-4"CLG HOME RENOVATION PVC TRIM TOP OF WINDOW FOR NEW 8"SQUARE PAINTED P.T. WOOD COLUMNS. TRICIA & BILL HUGGIN 7 - I PVC TRIM ■ • o Zn I � EXTERIOR ELEVATIONS EXISTING This drawing is an Instrument of service and the FIRST FLOOk property of Kevin E. Muilican. and shall. remain his property. The use of this drawing.shall be restricted to the original site for which it Is pre- EXISTING HOME-TO BE RENOVATED NEW ADDITION pared and publication thereof Is expressly limited to such use. Job No: 00-201 Sheet No: 2 north elevation °atm 3/20/2D00 scale: 1/4"=1'-0" A- SCALE: 1/4",F;-1'-0", Drawn: K.E.M. Checked: r. ■ 4 ' a KEVIN E . MULLIGAN X DESIGNER (904) 641 -3871 r --- — ---- - - - �'-o° cLG - - — — 12 \ \ TOP OF WINDOW 1 EXISTING BRICK CHIMNEY TO REMAIN AND BE RECONDITIONED. co o EXISTING WINDOWS IN I SUN ROOM,TO REMAIN. " I I NEW WINDOW TRIM TO BE L — — — T 1 — J — _ — — _ iT __ ATTIC FLOOR PAINTED P.T. OR PVC LUMBER. '9'-0" CLG TOP OF WINDOW NEW PAINTED P.T. WOOD TOP OF WIN OW OPERABLE SHUTTERS. - 1 -- -- TOP OF WIN OW r EXISTING SHAKES TO REMAIN AND BE RECONDITIONED. � bo - `? co 11 PVC TRIM l I 1 SECOND FLOOR Y NEW 8"SQUARE PAINTED - 9'-4"CLG P.T.WOOD COLCIMNS. 1 TOP OF DOOR PVC TRIM �, 1 T b] EXISTING FIRST FLOOR east elevation • A-4 SCALE: 1/4" = 1'-0" c ARCHITECTURAL GRADE FIBERGLASS SHINGLES ON 15#ROOFING FELT OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING OR OSB ON CONVENTIONAL FRAMING (SEE SHEETS S-1 & S-2). CONTINUOUS ALUMINUM EAVE DRIP ON P.T. 1"x 2" NOSING OVER d5„ OPEN R.T. RAFTER TAILS. 8'-0"CLG - - -- — - — — -- NEW WINDOW TRIM TO BE CEDAR SHAKES ON 15#FELT 12 PAINTEI) P.T. OR PVC LUMBER. OVER 1/2" EXTERIOR GRADE 1 ' PLYWOOD SHEATHING ON - I 2"x 6"STUDS @ 16"O.C. EXISTING SHAKES TO REMAIN L AND BE RECONDITIONED. 0 NEW 8"SQUARE PAINTED STUB HEI I P.T. WOOD COLUMNS. FOR ATTIC TR E ATTIC FLOG L __ -- - - — _ _ NEW P@RCH RAILS TO BE PVC 2" x 4" No: DATE: REVI510N5: 9'-0"CLG TOP ANID BOTTOM RAILS W/ 1I�I T Y PVC 2"h 2" PICKETS 1 4/3/00 GENERAL REVISIONS TOP OF WINDOW Jl II ) ! � 5/5/00 ENGINEERING REVISIONS EXISTING 2 TOP OF EXISTING WI O 8'-4" CLG 3 4 4 cb _ HOME RENOVATION SECOND FLO R FOR SECOND FLOOR 9'-4"CLG � - ,, � � � - o TRICIA & BILL HUGGIN, TOP OF WINDOW EXISTING -- TOP OF EXISTING WINDOW 8'-4" CLG ■ EXTERIOR ELEVATIONS zo zo This drawing is an instrument of service and the property of Kevin E. Mulllean. and shall remain his property. The use of this drawing shall 11 IL EXISTING __ EXISTING be restricted to the original site for which it is pro-- FIRST'FLOOR - FIRST FLOOR pared and publication thereof is expressly limited to such. use. Jab No: 00-201 Sheat No: Date: 3/20/2000 2 west elevation Scale: 1/411 1'-01 - A-4 SCALE: .1/4'1 = 1%011 A4 ,- Drawn: K.E.M. R1 _ Checked: s omm e l la ■ it KEVIN E MULLICAN DESIGNER (904) 641 --3571 ' KEY . ................... . 220 VOLT OUTLET 220 • ................... . WATERPROOF OUTLET OP FLOOR OUTLET F LOO R G.F.I.OUTLET-44'A F.F. _ 04' GFI � aa• � � � --I � � T � — ._. . ROT ,}�► . ................... . OUTLET-44"A.F.F. a _ I I SPOT . ................... . '-FOUTLET CONCE P H O ► SPOT 0 . ................... . RECESSED INTERIOR SPOT / �E .' E� - - - - - L_ _ J I ► 1 _ _f _ ® � - - - _ ► REC I 1 1 PHONE 11 I REC RECESSED CAN LIGHT FI�OR `i � I r I � --_-- I \\ ; 1 ( I I ► I 1, I r 111REC WP RECESSED WATERPROOF HONESVP I I `\ \`\ `\ ! SCONCE FLOOD _41— J _ I rl 11 . ................... . FLOOD LIGHT 1 10, `� � rF — �\ I 1J EC FAN/ J RCONCE \ 1PENDANT 1 . � i PENDANT FIXTURE i 11 \``� `\ I 111 1 SPOT S E FIXTURE 6NCE CONC------- _r_ _ • ` I 11 ® - _ - ► 1 1 I I r i �} . ................... . WALL MOUNTED II � _ — Y SF.pNCE / 1 \ ► r r / A i 1 11 REO' . � aa.f — r �. 11 '1J I ry . ................... . CEILING MOUNTED FIXTURE dr GFI 20 PL J SPOT 5POT N,Fy� 1 C WP 22fY C "_ - 120 MICRd BKS -� _ -'!s o � g, OUEN �OK TO� �,Y =�_`�__��____---- I ..........4 TUBE FLUORESCENT FIXTURE i— 1 / PHONE REC .—�' — R R C --- 1 - ' � RE . .2 TUBE FLUORESCENT FIXTURE 5 1 1\REQyREE ► 1 1 11 `\PENDANT ��` r W i 1 1 \ .._ � -►- O PRE-WIRE FOR CEILING FAN \` REC ��'/_ _ REC WITH LIGHT 1/1/ I `111 11 1 5Pm7 ,�i S�b7 -�`_- I-_ �. .``-_ 3 FAN/ 1 ► Q 3 V J LIGHT I 1 I aa• 1 i I _ T — — . — _ —_ �. .................... . EXHAUST FAN WITH LIGHT ► ° \ r REV l REC M - — — — — — __ — _ - REC LIGHT �`\ �� U SWITCH 1REd --------- / A WP 1�.. -� `T DtSP ® ___� ` SPOT _�____-___- - rST ® L{T�tJ\` ` REC `GIL \ 3 r 4 _ #2 �-. ` t� \`\ PHONE 3 WAY SWITCH !- — 44" — — T 440 F CONC \`\ \11 ) POT \ — _ . .................... . 4 WAY SWITCH 4 ' CO SCONCE i r► ► I .'' DISCONNECT SWITCH LIGH L_ IGHT.'' REC`\ \ � 1 ► RE -_ __ ___ - Oj JUNCTION BOX r i I ► _ it r \\ .��` PHO �, CABLE TV 1 rr _ � • � �A/CSlNIT# w r ---spo r \ \ (D9 r 1 I / 1 i ——� •`PH N� SPOT PHONE ................ PHONE _ J i — — SCONCE / 1 _ _ _ SD -------- �� IL_ J ' A/C UNIT#�I • / 0 THERMOSTAT I � I 1 i i w i „� - p ��. I � — I ► _ i /. l ®.` Q SMOKE DETECTOR SID L_ — T J 1 CL r 1 / NCE TO SWIT PHo BELOW No: DATE: REVISIONS: TO LIGHT A O ► / PHONE �[Q- / ► \ 4/3/00 GENERAL REVISIONS _ AA 1 - ul7 WP SCONCE! �I WP SCONCE 2 5/5/00 ENGINEERING REVISIONS SCONCE �� ,�' nl i r 3 _-- I -- ��� ■ ■ 2 - --------- ----- — i _- HOME RENOVATION FOR TRICIA & BILL HUGGIN .. ,, ELECTRICAL PLAN This drawing Is on.Instrument of service and the property of Kevin E. Mullkaan. and shall or elepctTicalplan remain his property. The uase of this drawing shall second fl0ed be restrict to the original site for which k Is par 1 ; first f electrical plan parade and publication thereof Is expressly limited to A5 SCA;c: i a" I' o" such use. A5 5CA E� I/q" - O" - Sheet Na: Job No: 00-201 —Fate: 3/ 0/2000 Scale: 1/4"=1A5 ! Drawn: . K.E.M. Checked: _ 4 ✓. a ,�1 •�0 as s. _.. .. z IKEVIN E . , MULLICAN sV� i 3 d DESIGNER ti (904) 641 -3871 , r ,. TYPICAL NOTES . - 1 12 10 FIBERGLASS SHINGLES ON 15# TYPICAL P.T. 2"x 6" RAFTER TAIL, ROOFING FELT OVER 1/2" EXTERIOR (U.O.N.) GRADE PLYWOOD SHEATHING OR CONVENTIONAL FRAMING 7/16"O.S.B. ON CONVENTIONAL (SEE SHEETS S-1 & S-2). FRAMING (SEE SHEETS S-1 & S-2). VINYL"BEAD BOARD" SHEATHING BETWEEN RAFTER TAILS. GALV. METAL HURRICANE CLIP R-30 INSULATION W/ (SEE SHEETS S-1 &S-2). 2" POSITIVE AIRSPACE UNDER SHEATHING SMOOTH FINISH ON CONTINUOUS ALUMINUM 5/8" DRYWALL CEILING EAVE DRIP ON CONTINUOUS P.T. 1"x2" NOSING OVER (2)2"x4"#2 SOUTHERN PINE TOP PLATE OPEN RAFTER TAILS. SEE SHEETS S-1 &S-2 FOR ENGINEERING NOTES ON STRUCTURAL MEMBERS AND CONNECTIONS. 1"x10"PVC TRIM BOARD W/2"SCREENED VENT SEMCO TPP4 �. HOLES @ 2'-0"O.C. @ 32"O.C. I CEDAR SHAKES ON 15" FELT OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING ON 2"x 6"STUDS @ 16"O.C. h, 1/2" DRYWALL ON 2"x6" STUDS @ 16" O.C. R-13 FIBERGLASS BATT INSULATION BETWEEN STUDS NEW 7 1/2"WOOD BASE 16"TJI PRO 350 @ 24" O.C. _ CEDAR SHAKES ON 15"FELT OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING ON Q, 2"x 6"STUDS @ 16"O.C. No: DATE: REVISIONS: 1 4/3/00 GENERAL REVISIONS Z 5/5/00 ENGINEERING REVISIONS SEMCO TPP4 3 @ 32"O.C. CONTINUOUS P.T. 2"4" SOLE PLATE W/ 4 1/2" DIA. x 10" LONG ANCHOR BOLT AT 32"O.C- AND AT ALL CORNERS. 4"CONCRETE SLAB 2500 psi W/6x6x10x10 i•'"-- r` W.W.M. ON 6 MIL VAPOR BARRIER OVER GRADE ao ..t. n.' TREATED AND COMPACTED FILL. 1'-4"x 2'-0" MONOLITHIC CONCRETE �( _ 4 HOME RENOVATION FOOTING W/3#5's CONTINUOUS AND Al b t iv #4's TRANSVERSE @ 24"O.C. I� - - T � FOR lI J#4 CONTINUOUS -A 12 TRICIA & BILL HUGGIN ' 'CONCRETE SLAB `6 HAIL VAPOR BARRIER OVER TREATED AND COMPACTED FILL WALL wall Sectionr3 " SECTIONS SCALE: 1/2" 4 u r b A7 AT SCALE: 1/2"= V-0" This drawing Is an Instrument of service and the property of Kevin E. Mullican. and. shall remain his property. The use of this drawing shall be restricted to the original site far which it Is pre— i•! . pared and publication thereof is expressly limited to such use. Job No: 00-201 Sheet No: Date: 3120/2000 Scale: 1/2"=1'-0" A6 Drawn: K.E.M. , F Checked: _ .8 .. /gj KEVIN E . MULLICAN DESIGNER (904) 641 -3871 A)V AIV CABINET CABINET II � SPKR SPKR 1 interior elevation interior elevation �7 , SCALE: 1/2"= 1'-0" A7 SCALE: 1/2"= 1'-0" CAI31ET P T Y HOOD OPEN TO FAMILY •� r - - - - - , REF v MICRO COOK TOP I I ' OVEN 2 interior elevation i 3 interior elevation A7 SCALE: 112" = V-0" A7 SCALE: 1/2" = V-0" or— i HOOD D DW • i I I o No: DATE: REVISIONS: 4 interior elevation 5 interior elevation 1 4/3/00 GENERAL REVISIONS A7 SCALE: 1l2"= 1'-0" A7 SCALE: 1/2"= 1' A2-0" 5/5/00 ENGINEERING REVISIONS 4 HOME RENOVATION, FOR TRICIA & BILL HUGGIN - OPEN TO LIVING cp OPEN TO DINING ■ r J F INTERIOR - J ELEVATIONS J Thla drowfng la an instrument of service and the , property of Kevin E. Mulllcan. and shall remain hlsedpto the original i roperty. The use of this drawing shall 4 bpear id a d publication theereofto expressly limite for which lt,ls t d to M such use. ------------ Job.No: 00-201 Sheet No: _- Date: 3/20/2000 -6 � Scale: 1/4"=1'-0" interior elevation 7 interior elevation 9 interior elevation Drawn: K.E.M. v. A7 SCALE: 1/2"= V-0" A7 SCALE: 1/2"M V-0" A7 SCALE: 1/2" = 1'-0" Checked: _ _ '. 2;zz -4 STRUCTURAL NOTES STUD TABLE BRICK VENEER 1-AIR SPACE 1.WOOD FRAMING SHALL COMPLY WITH SECTION 23 OF STUD SPACING FOR EXTERIOR LOAD-BEARING WALLS MINIMUM 12- 16d or THE LATEST APPROVED ADDITION OF THE SBC CODE. CEILING No.2 SPF No..2 SYP, No.1 SYP 1/z- x lo- ANCHOR Ei04Ts a sz' o.c. eNo �� 16- .131" x 3" IN THISIN 2` x 2" _ 1/$- WASHERS LkNGI.. ZONE (TOTAL) 2 A MINIMUM UF04' D'AND NAIBLE HEIGHT 2x4 2x6 2x4 2x6 2x4 2)46 Cul CUT LENGTH SHALL HE 44' DOUBLE PLATE (NAIL w/ "D WITH WALLS SHALL BE LFNG411 .131" x 3" 0 16"oc. D WITH i2-16d GDM 2 . 4 PT SILL ON SILLSEAt FOR 16"DEEP JOIST 4 �_ STAGGERED NAILS OR 16- 3"x .131" GUN NAILS. 8 ft. 1611oc- 24"oc, 16'0c. 24"oc. 16"oc. 24'oc. ./ SEMCO TPP4 a 32' o.c- r�-c a' or GREATER 3.ALL GABLE ENDS SHALL BE BALLOON FRAMED OR WEEP HOLES 0 48"oc. T '�._ MIN SPLICE , BRACED PER DETAIL. 9 ft. 16"oc. 2t"pc. 16"ac. 24"oc. 16"oc. 24"ac. GALY. FLASHING ! y 6x6, 10.10 WWM OR `M1000 �. " iIBERME5H REINF CEMERT �__ 4.ALL SHEARWALLS SHALL BE NAILED AT 3"oc.OR 6'oc. 16" W u ul�,a - 2- 2x_ TOP PLATE w!8d COM NAILS U O N EB O 7 sPnN BLOCKING OR SOLID (MIN (3) 12' ( ) AND 12"oc.INTERMEDIATE 10 fl. 16"nc:. 24"oc- 16"oc. 24"Oc. 24"octy . 2x_ STUDS NAILED TO EACH _ �� / LIW BLOCKS) NAILED w/ 4- .131" x 3" ( ) CK ALL UNSUPPORTED NAILS EDGES WITH 2x4 FLATWISE BLOCKING. SHEARWALLS SHALL BE 15/32"COX OR 7/16" 11 It. N/A 24"oc. N/A 24"ac. N/A 24"oc- 4 r -."U) 6 Ma VAPOR BARRIER OvER / \� ' z � TREATED AND COMPACTED FILL � STAGGERED 1`31" X 3 ($) 6 UC OSB.(U.O.N.) Q �{ �2x_ SPUDS p 1' a {'" / 5. STRAP HEADER STUDS TO DQUBI..E TOP PLATE w! 12 fL N/A 24"oc. N/A 24"oc• N/A 24"oc. o. 9. y LF�1 j /-4- 131" x 3" NAILS AT EACH TPP4/6 A r EACH END OF HEAC)ER AND NAIL w/8-10d " 3 /5'e CaNr lervcnl / BLOCK COM NAILS OR 10- .131"x 2 1/2"'GUN NAILS. MIN. 25' UAP o CORNERS ProridernlnilTuml 1" I ' SEMCO TPP4/6 � 6. HEADER STUDS AND HEADER and dlsfarc TOP AND BOTTOM --SEMCO TPP4/6 CRIPPLES SHOULD BE 13 h. NIA 24"oc. N/A 24 oc. NIA 24'oc. T' P AND BOTTOM NAILED TOGETHER AT 6"oc.wh 12d GUN NAILS(.131x >` NAIL w/11-1Dd COM J 3" STAGGERED. CLIP UNIT TC NIA N/A 24'oc. IN EACH ENO t.ENGnI ANCHOR BOLT WITHIN 12" OF ~• ) )SHOE PLATE WITH 14 it. N/A 16"oc. 24..oc. J--+ - - (TOP ANT)BOTTOM) ` CORNER :K 1-TPP4/6 CLIP AND NAIL WITHI 8- 10d COM NAILS • ..�: z S`rDRY clx+o+nON Simpsarl:-�trorxr he r� CS 16 AT 32"OC (U.O.N.) 24"oc. t.J 15 h. N/A 16"oc. NIA 16"oC. N/A TYPICAL MQNOLITWIC FOOTING w/F3RICK VENEER -- 7.ALL Y`11NbOW AND DOOR COMPONENTS MUST BE DESIGNED TO WITHSTAND THE DESIGN LOAIDS BASED ON A 100 MPH WIND / ZONE- 16 tL NIA 16"Oc. N/A 12"oc. N/A 16"Oc. TYPICAL 2-STORY wE'T WFFN FLOOR STRAPPING - 4 8.ALL CONNECTORS ARE SEMCIO OR EQUAL. (U.O.N.) SCALE: N T S NOTE: THIS TABLE APPLIES TO STRUCTURES WITH MEAN ROOF HEIGHT LESS THAN 25'AND c 1/2- = 10- ANCHOR BOLTS o 32' o c 9- FOUNDATION DESIGN IS BASED ON MINIMUM SOIL CONSTRUCTED IN WIND ZONE OF 1W MPH OR LESS AND MIN. �'SHEATHING. +� a »/ 2' + 2• x 1/8" WASHERS _ 8 2 4 P7 SILL ON 51LLSEAL ' , BEARING CAPACITY OF 2.000 pst, a ./ SEMCO TPP4 a 32' o.c. I YPICAL F FL4MING OF CORNERS AND I t A f F LAI 5 10, DESIGN WIND LOADS ARE BASED ON-THE 1997 SBCCI -SPF STUD GRADE MAY BE USED ON a'OR LESS NOMINAL PLATE HEIGHTS ON SINGLE (U SECTION 1606_WITFI IND SPEED OF 100 MPH, I STORY AREAS OR THE SECOND FLOOR ON TWO STORY AREAS. T6x6- IOA10 WWM OR TA FIEIERMESH REINFORCEMENT � J BOTTOM OF SLAB `� - :-TRUSS MAr1uFAcruITF►+ rcwNFrra+ nNtlNc,vAl IT11N HOLD DOWN ANCHOR ALTERNATIVE EPDXIED ANCHOR• � 1 � -r�1- MIN. _----�T-!- - INTERIOR BEARING FOOTING (f� zo ' _ - _` -3-16d COM @ E.A. SIMPSON LTT20 ,1}t1 COM NALS MTS278 yE.1Y'/rFDCF ANL:IILV+ 6 MIL VAPOR BARRIER OVER 12" �-�//5's CONTINOUS 518"THREMED ROD WITH MIN.5"EM6EDMENT 'a TREATED AND COMPACTED FILL 3r - -"--"'-"'^"�_'- BLOCK (TY P.) $" •a 1 J 8" - _ PLOMBING WASTE LINE j - U"L EPDXY ANCHOR MTT286 �^'� 'nTu`�A'rct'cR 5/8"THREADED ROD WITH MIN.7"EMBEDMENT oNt.'(m THIN SIMPSON MTT2P6 24.16d COM MAILS f " I '+, 2 O's CONT. --3-12d COM (TYP.) W OF EDGE CONCRETE. LTT20 i1'"''WFDCF ANOK)R 1/2"THREADED ROD WITH MIN.5'EMBEDMENT r-J IL-1 WW1 MIN. 25" LAP a CORNERS r- M"ri 4 1 \. FMCO MTS77B z STORY ca+a1TIGN. USE �'--2x4 BLOCKING tai 24'"oc. T- za-161TcoMNaLs HDBA NIA 314'THREADED ROD WITH MIN.8"EMBEDMENT la" w10TH 3 5'3 CONT SIMPSON HDPA y/la"1"rs SGP3 5r81d11 wED(;F"ViOR 5/8"THREADED ROD WITH MIN.5"EMBEDMENT ch u (YPICAL MONOLTTHtC FOOTING �, -SHEARVVALL sLntCo SGP3 24-16d COM NAILS WEDGE ANCHORS SHALL BE"RAWL-STUD"OR"KWIK-BOLT'OR APPROVED EQUAL _ EPDXY SYSTEM SHAI 1. BE SIMPSON"EPDXY-TIE"OR HIt TI"HIT'OR APPROVED EQUAL ' ' Lu IY1'ICAI INTFRIORSHFARWALI TO TRUSSC:ONNFCTION BRICK VENEER WITH 1" AIR SPACE '�/� CONNECTION TYPICAL NAILING ALTERNATE NAILING 1 ALTERNATE NAILING 2 pAND WALL TIES AT 16"oc VERT AND AT V j 32" oc HORIZONTAL 4"MIN BOTTOM OF SLAB W WEEP HOLES 0 aa-ac -- Lap in double plate 12- 16d common 16-0.131"x 3114"gun nails 20 - 12d sinkers • r- INTERIOR BEARING FOOTING _ GALV FLASHING y 1x4 Nr SILLaJ5EMC0TPPan1:12•ac. 12 ��wz..._.. �.��..�-_ _H5's CONTINOUS -r - _ - • -- - � 1 ���r- - - - -'-ll_'---- SIMPSON PA 51 EMI3 STRAP 6"o.c. on edges artd 12°o.c. in the field with 8d common, 6"o.c. on edges and 12"o.c. in the field with 0.131"x 21/2" 4"O.c.on edges and 8""o.c. In o• 1/R"x 10"A.B.AT 3"l."0C. � � � ����� ----_.___--,---.PLUMBING WASTE WNE SW-shearwall box, screw shank or ring _ gun nails the field with 0.099 x 2 gun nails 17 VVI 2-x 2'A 1/8•wASHF`t �4�' REBAR AND FOOTING - GARAGF SLAB TFIICKFNED EDGF 3"o.c. on edges and 12"o.c. in the field with 8d common, 3"o.c. on edges and 12"o.c. in gun nails - 7 4•cant.SLfIB 25o(>psi ni IF NECESSARY STEMWALL _ - - J � SW 3 -shearwall box screw shank or ring � the field with 0.131"x 2112" Ul 0HERMESH OR 6x1000 WWM • .-4.. _ - �_ STEMwALL FOOTING 112"or 7116" Roof 6"o.c• on all supports with 8d common, ring shank or screw 6"o.c.on all supports with 0.131"x 2112" smooth, ring or 6"D.C.on all supports with 0.099"x 2" ring, screw orannularC.� �1 � ai ---µt �" - / Sheathing, 100 MPH shank,4 o.c. edge nailing with 4 of roof edge annular shank gun nails,4 o,c.edge nailing within 4 of roof edge shank gun nails, 4 o.c.edge nailing within 4 o roofedge PLUMBING PENETRATING INTERIOR BEARING FOOTING - � Cq 1/2"or 7/16" Roof 4"ox, on edges and 6"o.c• in the field with 8d common, 4"o.c. on edges and 6"o.c. in � �- 1 T• CLEAN,TREATED,COMPACTED Flu Sheathing, 110 MPH ringshank or screw shank the field with 0,131"x 21/2"gun nails __ _ - H"CMU 51ElNWALL w/1114 VFJiTICAI. n n GT3liDF � / Semco HCPLL/LR 4-8d common in truss and date_ 4 -0.131"x 1 1/2 nails in truss and plate___ hi-�I 0 C7 AT HO(x-ANO AILND6-HOO NOTE -A -- �--- ._ Semco TPP4/6 8- 10d common 10-8d common 10- .1 1"x 1 112 nail ('�"� r c 17-F10pK AT S1 AD AND 6"HOOK OPENINGS TO 5' -�4 ( �- --� u r u w ' ¢• 10" ATFOO WIDTH u5E (i) ��-� ` Semco RTPGA830 13- 16d common in each member 13-0.162 x 1112 nails in each member TPP4/6 TOP AND ~�- A - - Semco NlTS27B 24 - 16d common 4 24 -0.162"x 2112"nailsO C L 60TTOM -y` Mq 6EN'I INTO FOOTING AND THIChtNEU " i za•A1a•Gavc. OPENINGS 5• rD -�_ ��� EDGE Simpson HETAL 16 15- 10d x 1 112 _ _ 15- 16d cam(2 ply truss min.) C Lu FOOTING w/zn5'sCUNT. 7' WIDTH USE 1� ` _ Simpson HD8A 3/4:Thrd. Rod Epoxied (811 Emb.), 3-7/8" bolts thru 3 (2) TPP4/6 TOP `_ M VERT.-rYPI(:AL- Cb. Y .• -__ FOR TWO--STORY --- _ � _ T.�__ " AND BOTT M _ Simpson MTS12 7- 10d common in rafter and plates •0. 8 x 1 na in rafter and plates a ►'-S" USE 22"x10- Frc. p - TPP4/6 AT 32" o c 1 N5 CUNT. - -- w/ 3 p5's CONT. NOTE! (TYPICAL) Simpson MTT28B 24 - 16d common 24-0.162"x 21/2" nails TYPICAL ST WAP>P1NG (UNG) �• NOTES, Simpson HTT22 ___ 32 - 16d sinkers___ _ •rYPICAL,STEMWALL wl BRICK VENEER ANCHOR BOLTS PLACE►Y1ENT OF SIMPSON PA51 EMB. STRAP -- -_ - MAY BE LOCATED Semco SGP3� 24- 16d common 4 • .�_ �� 24-0.162"x 2 1/2"nails AT EITHER SIDE a OF KING p ,, • CONT BETWEEN Simpson SPH4 12" 10d x 1-112" NAILS � BOLT AND KING 2x4 PT SILL w/SEMCO TF1P4 AT 3z'OG STUD /�1�] /r..`_� ^.. CONCRETE SLAB w/ CIL IW x 10'AD.AT 32'OC. ANCHOR BOLTS i (i.6, 10x10 WWM OR SIMPSON MTS 12 �t Mu ST BE WITHIN / FIBERMESH REINF 1. wJ?'A 7"A Tl8"WASHER 12" OF KING -� sruos , > 4 cork.5tAl3zsaaPw 4" r��� 2x RAFTER SEE PLAN FOR SIZE AND SPACING co • a: FIEtERME511 oR sxrr1a110 WWM '-- '. --- co + _ ANCHOR BOLTS ---� (TYPICAL) c ' `` - 6 MIL VAPOR BARRIER OVER _ 4" TREATED COMPACTED FILL 7/16" OSB SHEATHING NAILED AS PER L6. It (1) 5'S, CUNT 2 x 4 STUD NAILING SCIHEDULE Q 1' rYPICAIHEADERSTRpPPING �� -ALIGN w/ RAFTER L0 ,Im CLEAN, TREATEO.COMPACIEDFILL ROOF SHINGLES OVER 15# FELT -- V-1 I~ 8-CtIU STEMYVALL wr 1a4 VERTTCAI. SCALE: 318"= 1'-0" TYPICAL NON-BEARING STEP FOOTING STRAP STUD TO DOUBLE 0 G SIMPSON MTS 12 CLIP ' A7 48*OC.AND ALL CORNERS,wl I �• 1, 12"HOOK AT8IAHANUa"Hrxm PLATE w/ SIMPSON MTS12 AT EACH RAFTER . . .: � •� '• , A F FOQ TING. •\� •W A REFER TO WALL SEC TION F'(Nt IYPIC4t ANCIIOtiS :yQ 20"x10•CONC 7/16" STRUC•rURAL ROOF SHEATHING NAIL RAFTER TO' CEILING aorr4lte FOOTING w/7lR5'sCONT � JOIST w/ 4 -- 12D Com. (MIN) FOR TWO-STORY / 4•coNc.SLAB z:,oa,:.i w. p5 CONT o. Lyse 112' 2x4 OUTRIGGER @ 4$"UC. USE 3 N5"s CONT FIHET<Mls11ti1tsx�lDnOwwM x 14" ANCHOR BOLTS --- ,� ---- ---- - -- TYPICAL STeMwA1L ,.r - BLOCKING REQUIRED BETWEEN OUTRIGGERS -_-___ HURRICANE CLIP H-25 OR EQUAL �_.-- @ 48"Ix. Gruulr. f HURRICANEA H TRUSS /f ANCHOR AT EAC • SIMPSON A35 - _ -.., .___- . -_-.- _... -_-_--- _ _ L STUDS TO DFL- PLATE w/ SEMCO TPP4 @ 3f" o.c. 2x4 BARGE RAFTER CONT. ( SEE SCHEDULE ) �� �' C IP 2x4 BLOCKING @ SHEATHING JOINT GRADE{tZY CI FAN. TRFAtFn CC7MPACTFn fill �� - 4' FROM GABLE END' -----..._----..__.---•,-- / SHINGLE STRIP _ _ - 1 , W. (2) 2x SYP DOUBLE TOP PLATE wl 2 x `;TUGS < 16" ,:. - •r -FASCIA SEMCO TPP4/f) A . T 32"OC. 1 "° 2x4 SCAB GONT.TOP TO �' - __-. BEARING WALL R TOP CHORD OF GABLE END TRUSS CORNICE DETAIL AS (� 17 Q BOTTOM • � CLEAN COMPAC f EU FILL � � DROP 31/z° Q. I CHORD @ 8' FROM GABLE PER BUILDER'S SPECS 1 NS CONT- -•--•-- 2x SPF 92 STUDS AT 16" OC. CON-r.2x4 SCAB FROM TOP i0 - TYPICAL FOUNDATION IN GARAGE 3 12d NAILS TYPICAL AT ` ,; BOTTOM CHORD @ X-BRACING (SEE STUD TABLE FOR SIZES /) TYPICAL TFIICKENED EDGE FOOTING X-BRACING (PROVIDE ADDITIONAL 2x4's @ _ > % VERTICAL IF HIGHER THAN 48", AND SPACING Al VARIOUS HEIGHTS) 2x4 SCAB IF VER r.WEB IS ,i`l TO FORM AN"L"SHAPE.) 2 = 4 STUDS 0 16' o c. No 2 or Bt SPF NOT z x 4 STUDS o 1E" o.c. PRESENT I/16" OSB SHEATHING NAILED AS NOTEp 4 A Lv No. 2 or Bt SPF CLIO STUDS TOP ANC) BOTTOM TOE NAIL TRUSS TO DOUBLE E- ` CLIP STUDS TOP AND BOTTOM W/ SEMCO TPP4 ® 32 o c - w/ SEMCO TPP4 0 32 o c CONT. 2x4x8'/t2 SYP LATERAL \ i' PLA f E W/ 16d COM @ 8"OC. _ ka 4" CONC. SLAB 2500psi w/ T? I/2" x 7" WEDGE ANCHORS -^` ' 2x PT SILL w/ SEMCO TPP4/6 AT 32" (DC. z E•v w " 32" o c BRACE @ 48"Oc. ___._ -_.` i BOTTOM CHORD OF GABLE _ ¢ I/2" x �- WEDGE ANCFtofts i'` FIBERMESH OR 6x6-10/10 WWM ag 0 32'•o.c. a CONCRETE SLAB w/ j' END TRUSS F 0 6x6. I Ox 1 O WWM OR 2><4 BLOCKING @ 48"oc. _ wrz. . cd o y. 4" CONCRETE SLAB w/ FIBERMESH REINF BETWEEN GABLE AND FIRST `_ ;' = 112" x 10" A.B. AT 32" OC. M� �� 6x6, 10x10 WWM DR 6 MIL VAPOR BARRIER OVER ?" FIBERMESH REINF. 2-2x4 TOP PLATE ---�, w Z�l , Lu TREATED A COMPACTED FILL TRUSS. ti w/ 2" x 2" x 1/$" WASHER a' ��j 4 I �.... _�..__ � SIMPSON LSTA 24 @ Q8"oc. °4 w rk ,,y y .• .• . I 2x4 STUDS @ 16"Oc. FW+ 1a A Mm Or �� '." 41 • 8" CMU STEMWALL w/ 144 VERTICAL 6 MIL.VAPOR BARRIER OVER -- I *• TREATED & COMPACTED FILL - rw��. rrr (2) Ir 6'S CONT AT 48" OC. AND ALL CORNERS, w/ _ 2- STORY FOOTING --- Q � S W z (2) �► 5'S, CO NOTE FOR 2-STORY CONDITION 2x4 X"BRACE 8' ",qC• NTE: FOR 2-STORY CONDITION f�USE V-8- WIDTH w/ 3 (15's CONT ALL MEMBERS SHALL, BE SYP 12 HOOK AT SLAB AND 6" HOOK . � ��• �-- / USE V-s" WIDTH w/ 3 15's CONT. AT FOOTING. I 'O• 20" x 1p CONC. Ila TYPICAL GARLL END(X-BRACING) FOOTING w/ 3#5'5 CONT. ��-IC=',E,'YC ' r TYpIGAL INTERIQR BEARING FOOTING TYPICAL INTERIC)R BEARING STEP FOOTING I{r�\ F P x10"CONC. -1►'-B" FOOTING w/ 2#5's CONT- la ALL LOAD BEARING HEADERS SHALL BE A MINIMUM SHEARWALLS NAILED AT 6" oc. ON EDGES OF 2-- 2x '10's No.2 OR BT. ' SYP (U_0.N.) AND 12"oc. IN INTERMEDIATE .SUPPORTS WITH 8d COMMON NAILS_ SHEARWALLS NAILED.AT 3"oc. QN EDGES.AND f .. 12"oc. IN INTERMEDIATE SUPPORTS WITH ■ HTT22 8d COMMON NAILS. (2) CS1 ' W PHD8 PHD8 -- (2) CS1 Pnrly wrap EXISTING SHEATH BOTH SIDES SHEATH BIOTH SIDES HANGER 18"FLC)QFt LTS12 _. (3)-1 J'x 16"PSL FLIM JOIST 71 —EXISTING Jn I 9,4. - r 2 x 12 CJ[c� 12"oc. G S 16 x t HI MTT28B N it. D 4x4 PT POST ON SIMPSON ABU44 POST BASE wl(2)SIMPSON H6 CLIPS DE'T'AIL OF' RAISED BEAM AT KITCHEN DETAIL OF ATTIC FRAMING � AT BEAM ABOVE or USE i - f �__. O OEM PERMACAST DETAIL.(TYPICAL) 1 MTT28B '{ (2)1 %a.x 11 '/j" LV L's (2) CS1Fr 6x6 PT POST ON SIMPSON ABU66 1 6d I i rD I � I x 1 0 ry W I I - r I N N oTi�.: ,4 LL �X t sT"t N U F iZA,R.c r NL-.: 11 ISI 12)1 Y4"x 11 /8,.LVL's 4x4 POST NOTES: xl Q T 1 1. TYPICAL RAFTER SHALL BE 2x8 @ 24 oc. (U.O.N.) 1 2. TYPICAL RIDGE AND VALLEY SHALL BE 2x10 U.O.N. 3. INSTALL DOUBLE RAFTER AT SIDES OF DORMERS 4. ATTIC CEILING SHALL BE FRAMED WITH 2x6 COLLARS ``� °��ti. ��� �`����� N (3)2x4 POST AT 24"oc. NAILED TO RAFTERS WITH (6) .131"x 3" NAILS `�� ti�,4S°� �¢ °� x co IN EACH END. �'S 1,¢ ��+ m N FIRST FLOOR SHEARWALLS SECOND 1FLOOR SHEARWALLS � l3� ����'�' U� ` " � a. 5. DORMERS SHALL BE FRAMED WITH 2x8 RIDGE AND 2x6 a o co RAFTERS AT 24"oc. 2 r --1 N I L11 LL 11-% LLf J c? J x (� el C) Z Li _.I V N (0 co / - OD r Q N r� � ) o .� Lo Q ' I lrDOUBLE RAFTER iv x sti (2)1 Y4"x 11 %"LVL's DOUBLE 6x6 PT POST \Gi _ ci DOUBLE pou a rya o DOUBLE z y co �� r LL U -Kt ( 3 7 _ t7--- Q z cn 0. ' 4x4 POSTLL C H co J c•i r•i tr1 SHEET: U co x „ v S 2 FIRST FLOOR- CEILING FRAMING. SECONWFLOOR CEILING FRAMING � ROOF FRAMING PLAN /? /