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576 COASTAL OAK LN - DRAWINGS =o BUILDING CODE SUMMARY RESIDENTIAL ACCESSIBILITY DIAGRAMS SYMBOL LEGEND DRAWING INDEX: N - G 0 o APPLICABLE CODES: SCALE: 1 i2"= V-0' �'- - - - - - - - - - - _ SCALE:NO SCALE ARCHITECTURE: x _ 00 I A001 INDEX,LIFE SAFETY,LEGENDS,AND NOTES; a PROJECT -_- A002 ARCHITECTURAL SITE PLAN BUILDING CODE: 2014 FLORIDA BUILDING CODE,BUILDING (FBCB) � � 7a7 0 Q 12 2014 FLORIDA BUILDING CODE,RESIDENTIAL(FBCR} Q, U i NORTH A201 FLOOR PLAN p NG CODE: 2014 FLORIDA BUILDING CODE,PLUMBING(FBCP) -___-_ o, A21 1 FRAMING PLAN "- A221 FINISH PLAN O 110- PLUMBING ADJACENT z MECHANICAL CODE: 2014 FLORIDA BUILDING CODE,MECHANICAL(FBCM) WALL TRUE > „� - - - - - - A231 ROOF PLAN o F- BUILDING CODE ELECTRICAL FBCE NORTH - =i NORTH ARROW ELECTRICAL CODE: 2014 FLORIDA BU ( ) U_jCL ACCESSIBILTY: 2014 FLORIDA BUILDING CODE,ACCESSIBILITY(FBCA) - ---� �"�-_ -- - -- --------- A301 REFLECTED CEILING PLAN O DE&LIFE SAFETY: FLORIDA FIRE PREVENTION CODE,5TH EDITION (FFPC) FIRE CO -- - - - -- -- A401 EXTERIOR ELEVATIONS Lo ,� ( r A402 EXTERIOR ELEVATIONS w I ADJACENT ADJACENT ------ ADJACENT INTERIOR ELEVA,TIJN ; - - _ USE AND OCCUPANCY CLASSIFICATION - FBCB CHAPTER 3: z WALL OR WALL WALL OR TUB j - A501 SECTION-LOOKING EAST k n oo, - ( TUB AXXX A502 SECTION-LOOKING SOUTH x OBSTRUCTION Z "' I X A601 INTERIOR ELEVATIONS � - - SECTION 302 -CLASSIFICATION:RESIDENTIAL R-3(FBCB 304) °O - EXTERIOR ELEVATION ELEVATIONS g a S 3 N' ! AXXX A602 INTERIOR �4nF o ui - -- ----WC ,� DFTAILS � SR3 s N o TYPES OF CONSTRUCTION - FBCB CHAPTER 6: Aso1 y�rC ----_------ < -- -- - --- --- ---- - - - i A802 DETAILS y' z Q a� SECTION 602-CONSTRUCTION CLASSIFICATION TYPE VB X A901 SCHEDULES r ✓$' _-_ _1_..----_---------__ DETAIL DEFERENCE LU f— AXXX, s f c U Q 2'-6"MIN. 2'-0"CLR 1-3"MIN. V-3"MIN. fF Z TABLE 601 -FIRE-RESITANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS: Go — SHOWER PLAN 'INC PLAN TUB PLAN X w � ___ _ _ _- --__ _ SECTION REFERENCE � 00 STRUCTURAL FRAME 0 `_`I BEARING WALLS-EXTERIOR 0 AXXX — 0 N w BEARING WALLS-INTERIOR 0 � NON-BEARING WALLS&PARTITIONS-EXTERIOR 0 THIRD FLOOR ELEVATION INDICATOR Z NON-BEARING WALLS&PARTITION-INTERIOR 0 +77-7 LOT INFORMATION. N V) p FLOOR CONSTRUCTION 0 Y Ln ROOF CONSTRUCTION 0 ROOM NUMBER A # 0 COASTAL 2035 ROOM NAME � r _ �"` ADDRESS G COASTAL OAK LN Q p —00 GENERAL BUILDING HEIGHTS AND AREAS - FBCB CHAPTER 5 101_ ATLANTIC BEACH,FL 32233 N N ACRES 0.35 0 O w N_ U w TABLE 503-ALLOWABLE HEIGHT AND BUILDING AREAS: U' U U! BOOK-PAGE 1703100988 - MAF PANEL 9408 m o,! lO6A. DOOR NUMBER z MAX BUILDING HEIGHT: LEGAL DESCRIPTIONS 67-132 08-2S-29E z w ALLOWABLE: 40'-0" , ATLANTIC BEACH COUNTRY CLUB Z PROPOSED: 22'-10" UNIT 02,LUT 148 w , MA.X AREA: l � i '0, WINDOW NUMBER FLOOD ZONE AE o Q ALLOWABLE: UNLIMITED 1 � � ASHSITE NOT IN ASHSITE ZONE z V) PROPOSED: 3071 SF � ENTERPRISE ZONE �� � � � JEnC ZONE NOT IN w (D OPEN PORCH: 545 SF WC VANITY ---� - TUB EVACUATION ZONE ZONE B �- - VANITY VANITY z TOTAL IMPERVIOUS: 4830 SF !I _ I -___ _ _ - _ ,l >- -- -- PARTITION TYPE CPAG GREATER ARLINGTON/BEACHES / -- U Q i PLANNING DIST: 2 uj p s 4 4„ ENCLOSED/CONDITIONED: 2.406 SF = N FIRE-RESISTANCE-RATED CONSTRUCTION - FBCB CHAPTER 7 f4 f - - --f f FNO1 FFE SCHEDULE REFERENCE ENCLOSED/UNCOND: 675 SF = 4 u- p WITHIN FIRE DISTRICT: ( }YES ( • ) NO 2" UNENCLOSED: 443 SF 0 SPRINKLED: ( ) YES ( • ) NO VANITY PLAN VANITY/WC PLAN VANITY/TUB PLAN _-_ VOLUME W/I THERM.ENV. 24,060 CF ce U Lu U- FLORIDA BUILDING CODE, RESIDENTIAL 1 REVISION NUMBER LIST OF ABBREVIATIONS: O = U-1 () i _ ce SECTION R303 LIGHT,VENTILATION AND HEATING ACT ACOUSTICAL CEILING TILE A/C AIR CONDITIONER rcabert Ann m w 1 - - -GRID NUMBER/LETTER AHU AIR HANDLING UNIT AR94O3O Lu R303.1 HABITABLE ROOMS GENERA NOTES LOCATION PAN - - - CAB CABINET Q = HABITABILE ROOMS(LIVING ROOMS,DINING ROOMS,KITCHENS,AND BEDROOMS) SCALE:NO SCAL= SCALE:NOT TO SCALE CPT CARPET � F- SHALL HAVE WINDOWS WITH GLAZED AREAS GREATER THAN 8%OF THE ROOM AREA w Z OR SHALL HAVE LIGHTING SUFFICIENT TO PROVIDE 6 FOOTCANDLES ARTIFICIAL l. DO NOT SC LE DRAWINGS. CLG CEILING -- ILLUMINATION @ 30"AFF. X KEYNOTE CL CENTER LINE OR CLOSET z 2. IF THE CONTRACTOR DISCOVERS DISCREPANCIES BETWEEN DRAWINGS AND THE CO CLEAN OUT U CONDITION FOUND ON-SITE,CONFLICTING INFORMATION BETWEEN DRAWINGS, s 1-95 CPT CARPET Z R303.3 BATHROOMS z - BATHROOMS SHALL HAVE WINDOWS WITH MINIMUM GLAZED AREA OF 3%OF THE AND/OR CONFLICTING INFORMATION BETWEEN DRAWINGS OF THE VARIOUS - PE!�IDANT_LtGHT FIXTURE CT CERAMIC TILE `L N ROOM AREA 1/2 OF WHICH SHALL BE OPENABLE OR ARTIFICIAL LIGHT AND DISCIPLINES;THE CONTRACTOR SHALL IMMEDIATELY CONSULT THE ARCHITECT BEFORE CW COLD WATER ' - CONC CONCRETE U (D MECHANICAL VENTILATION PER M1507 SHAI L BE PROVIDED. PROCEEDING WITH THE WORK. SHOULD THE CONTRACTOR PROCEED WITH WORK MASONRY UNITS .�; . CMU CONCRETE M \ O BASED ON ASSUMED IDOES SO AT HIS/HER RISK MAY BE HELD LIABLE FOR SSED LIGHT FIXTURE CONT CONTiNUOUSA E p o R303.4.2 EXHAUST OPENINGS: INFORMATION,HE/SHE / _ -- RR uj Lu EXHAUST AIR SHALL NOT BE DIRECTED ONTO WALKWAYS. BOTH THE UNAPPROVED WORK AND ANY WORK TO RESTORE CONDITIONS TO THEIR - = CO CORRIDOR .�� .,_. -•�.... _� - _ �.."' ��. CJ CONTROL JOINT � O J ORIGINAL ST ATE. -_ `= INUTE N p 8303.5 OUTSIDE OPENING PROTECTION: SURFA tiiOUNTED-IGHT FIXTURE I FURNISHED,CONTRACTOR INSTALLED GE i DFC DESIGNER FURR M D V Z w EXHAUST OPENINGS SHALL BE PROTECTED WITH SCREENS OR GRILLES HAVING 1 - 3. THESE DRAW NGS ARE BASED ON THE REASONABLY AVAILABLE INFORMATION AND _ T c DIA DIAMETER Ui MAX.OPENINGS IN ANY DIRECTION ,r O READILY VISIBLE CONDITIONS AT THE TIME OF THE ARCHITECT'S SURVEY AND/Ok ---T - - \' - DN DOWN a Q p BEGINNING )F THE ARCHITECT'S WORK. THE CONTRACTOR SHALL IMMEDIATELY �� DWG DRAWING oz SECTION R304 MINIMUM ROOM AREAS -- " c` - - CO��t_:E p Q CONSULT THE ARCHITECT IF,UPON REMOVING EXISTING ELEMENTS,STRUCTURES, - 4 DRINKING FOUNTAIN O WALLS DF x V) m -_j >- EQUIPMENT, ND/OR ASSEMBLIES,UNDOCUMENTED CONDITIONS ARE DISCOVERED. --- k\ } ' - _ �. _ ELEC ELECTRIC O "' R304.1 MINIMUM AREA: ��. O 1 + %' j �. j WC ELECTRIC WATER COOLER O �� E �- AT LEAST ONE ROOM EXCEEDS 120 SFlie ($ i� � - EWH ELECTRIC WATER HEATER w Q 4. MECHANICAL DUCT SIZING,VENT SIZING AND QUANTITY PER HVAC ENGINEER OR SUB / �,, -ra FLUORESCENT STRIP FIXTURE J o JAC N MLLE a ; EL ELEVATION •� r, } Q 8304.2 OTHER ROOMS: CONTRACTOR.DESIGN SHOWN INDICATES INTENT TO ALIGN DIFFUSERS,NOT SYSTEM -- -- # I, --- PROJECT LOCATION � ,n Q Lu DESIGN.SYS EM TO BE DESIGNED BY ENGINEER OR QUALIFIED INSTALLER.CONSULT 1 � ' �,� - �.. EQ EQUAL BEDROOMS EXCEED 70 SF - ,Y _ - ;r. -'-- EXT EXTERIOR - -- ARCHITECT I.NUMBER OF DIFFUSERS VARIES FROM NUMBERS SHOWN.TYP. _--- - �-v 1. --- � 3 -- - - - p J SECTION R305 CEILING HEIGHT 10 1 i- ` _k S, R�FACE MOUNTED FLOOD LIGHT FSC FLORIDA BUILDING CODE JTB FIN FINISH , U 5. PROVIDE SHOP DRAWINGS FOR ALL MILLWORK PRIOR TO FABRICATION. \__ s" FIN CLG FINISH CEILING i x r I/ � 8305.1 MINIMUM HEIGHT �� T>\ � % / FIN FL FINISH FLOOR ALL CEILINGS EXCEED 7 FEET IN HEIGHT _O 6. PROVIDE BLOCKING/REINFORCEMENT BEHIND ALL WALL MOUNTED MILLWORK. ; LAY-IN FLUORESCENT FE FIRE EXTINGUISHER Q U SECTION 8307 TOILET,BATH AND SHOWER SPACES F EXTINGUISHER CABINET U �' j I`'.t $k` 1-95 FL/ LR FLOOR FEC FIRE EXT C U Q 7. VERIFY APPLIANCE SIZES W/OWNER PRIOR TO FABRICATING ADJACENT MILLWORK I �--- - ' ! FD FLOOR DRAIN � ? R307.2 BATHTUB AND SHOWER SPACES OR MILLWORK TO RECEIVE APPLIANCES. f EGRES EXIT SIGN/EMERGENCY _ TREATED i --_-- � COMBO ��� ` ` S FIXTURE FRT FIRE RETARDANT T N Q Lu WALLS ABOVE THE BATHTUBS WITH INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A - ;/ ?� ; - o i NONABSORBENT SURFACE.SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT r_�_.- ,,; , FT FEET/FOOT -� FTS FINISH TO STUD o LESS THAN 6 FEET ABOVE THE FLOOR. 8. APPLIANCES SHOWN ARE BASIS-OF-DESIGN ONLY. VERIFY ACTUAL PRODUCT r Gi O SELECTIONS �/ITH OWNER. _ UNDERCOUNTER OUTLET STRIP p GALV GALVANIZED } ��� �� GWB GYPSUM WALL BOARD SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS N - - HDW HARDWARE 9. CONTRACTOR SHALL VISIT THE SITE DURING BIDDING AND SHALL FAMILIARIZE HIM OR - HGT HEIGHT - - SLEEPING ROOMS AND HABITABLE ATTICS SHALL HAVE DOORS OR WINDOWS MEETING HERSELF WITH THE EXISTING CONDITIONS. - HM HOLLOW METAL LIGHT SWITCH THE FOLLOWING REQUIREMENTS HORZ HORIZONTAL MAXIMUM SILL HEIGHT: 44 INCHES AFF 10. CONTRACTOR SHALL PROVIDE ALL NECESSARY PERMITS FOR THE WORK INDICATED. __ HW HOT WATER MINIMUM OPENING AREA: 5.7 SF ID INSIDE DIMENSION MINIMUM OPENING HEIGHT: 24 INCHES DUPLEX OUTLET INSUL INSULATION MINIMUM OPENING WIDTH: 20 INCHES 1 l. ALL WORK SHALL BE IN ACCORDANCE WITH CURRENT BUILDING CODE AND JAN JANITOR CURRENT FLORIDA FIRE PREVENTION CODE. JT JOINT 8310.1.4 OPERATIONAL CONSTRAINTS: LAM LAMINATE THE WINDOWS IN BEDROOMS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM 12. ALL BLOCKI 'G IN EXISTING FIRE RATED WALLS SHALL BE FIRE RETARDANT TREATED QUAD OUTLET LAV LAVATORY WITHOUT THE USE OF KEYS,TOOLS OR SPECIAL KNOWLEDGE. WOOD OR METAL STRAP TO PRESERVE ASSEMBLY FIRE RATING. LIC LIGHTWEIGHT INSULATING CONCRETE MO MASONRY OPENING v 13. PROVIDE BLOCKING/REINFORCEMENT BEHIND ALL GRAB BAR LOCATIONS 1 MAX MAXIMUM (N DEDICATED OUTLET MECH MECHANICAL 3 14. OWNER SHALL COMMISSION A STRUCTURAL ENGINEER FOR ANY AND ALL WORK ME MATCH EXISTING 0 MTL METAL EFFECTING OR DESCRIBING LOAD-BEARING ASSEMBLIES. THE STRUCTURAL 1 ENGINEER'S WORK IN REGARD TO MEMBER SIZES,STRUCTURAL CONNECTIONS, ® 220V OUTLET Cv1P METAL PANEL MIN MINIMUM MEMBER SPANS,FOUNDATION ASSEMBLY,AND ALL OTHER ASPECTS OF THE WORK MRGWB MOISTURE-RESISTANT GYPSUM WALLBOARD •- BEARING THE:LOADS NECESSARY FOR THE SAFE AND FUNCTIONAL SOUNDNESS OF NIC NOT IN CONTRACT ; N THE BU'LDIN G SHALL SUPERCEDE THESE DRAWINGS. NTS NOT TO SCALE TEL/BATA OUTLET H- O OC ON CENTER OD OUTSIDE DIMENSION OPNG OPENING JIJNt,�TiON BOX OFCI OWNER FURNISHED,CONTRACTOR INSTALLED PNT/PT PAINT PT PRESSURE TREATED OR PORCELAIN TILE REINF REINFORCE Q CAMERA REQD REQUIRED DRAWINGLEGEND RD ROOF DRAIN RO ROUGH OPENING O SCALE NOT TO SCALE SC SEALED CONCRETE Z EXISTING ITEMS -CUT SPEAKER BANK/UTILITY BOX SHT SHEET SIM SIMILAR z Z EXISTING ITEMS TO REMAIN -ABOVE SPEC SPECIFICATIONS Q STIL STEEL V; -- EXISTING ITEMS TO REMAIN -BEYOND THK THICK 0 �} SMOKE DET TYP TYPICAL w - EXISTING ITEMS TO REMAIN -HIDDEN UNO UNLESS NOTED OTHERWISE w DEMOLISHED ITEMS -CUT RE-LOCATED ITEM VERT VERTICAL --� VCT VINYL COMPOSITION TILE >- VIF VERIFY IN FIELD w DEMOLISHED ITEMS -ABOVE OR BEYOND V W C VINYL WALL COVERING Q ED FIRE EXTINGUISHERS NEW ITEMS -CUT(WALLS) ,�� NEW ITEMS -CUT(DOORS,ETC.) — ------ -- NEW ITEMS -ABOVE �■ PATH OF EGRESS i p ---------------- NEW ITEMS -BEYOND - -- -- --- -- --- -- NEW ITEMS -HIDDEN WALL-AMOUNTED DIFFUSER - E EXISTING ITEMS ������ R RELOCATED ITEMS SUPPLY DIFFUSER COPY D DEMOLISHED ITEMS Z RETURN DIFFUSER AE1/IEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR A100MONAL ExEiAusT DIFFUSER REOUlREMENTSAND CONDITIONS REM r 1iVED W. OA'TE+ J E y 0 N O { X o0 ° ARCHITECTURAL SITE PLAN - NOTES: . o GENERAL BUILDING HEIGHTS AND AREAS-FBCB CHAPTER 5 < x c Q :2i TABLE 503-ALLOWABLE HEIGHT AND BUILDING AREAS: U_ LU O Z : MAX BUILDING HEIGHT ; — �- 11J U '- �� £ >�. N � � ALLOWABLE: 40'-0" ��� � �,� N O � 0-V ) PROPOSED: 22'-10" 7 o �g '– xMAX AREA: Z w — w LU ;. � N ALLOWABLE: UNLIMITED ,���,. �f o cl� O PROPOSED: 3071 SF t�`� h �� cv t_- N OPEN PORCH: 545 SF fi F ° t �k > a- TOTAL IMPERVIOUS: 4600 SF(INCLUDES BUILDING AND ALL PAVERED AREA) F v w Ln Z w ry — 0 O O n W { N F-- J Z W O = � Z z _ N cJ) Q Z w V; U CNQ n<U o Q ry O r) Lu U w Z m Z w x Fi 223 4 Lu in Z w - 11'-I01/2" 1 1 1 1 1 2" 7' " 7 -0 / � _ 20'- "z I0 w - � Z I I w ry li - - - _ � w W W�w oQ oI� N c� PROPOSED SERVICE:CO – \ i W �O A�D �^ ' I I Lu ryN 1 z x C #�^^� L F r : - .. O I I � I robert zinn AR m 4 90 30 k u. , LU , i a r, V a I I .3, 1 z . <: Z � SLOPE GRADE : . SLOPE GRADE I-- Q � ww�wwu p f— # { _ r :-aa.. .... � ::.. .......; .. .......^ .. p'i`e ,. � ,. E N 9 r GARAG (� r U I r x a w _ W Lu LIJ: 04 9 0 Lu Lw cy) {n r +`mer.,^- _._-.. �:..-..._ ....:._ .. :< ..: ;'.: ;:. ,. :.. ... >>-. .:: { € :. Z W ,,. _^..,. ,... ,.: .,� .....F. _ ate* ..:x z � <: .,._ _:. '".. � :.;::. ..;<,.... r , r i . t O ' ' � 4 a # i �� � U Goy { '- 404 o .t £1'-3 T?TAi1IK1C O I I t•--;. ' s/`i r., ,.. - F fiat J to co Ft -4 � ' E € i 5 tty J C Lu Q r �O V5 u- H-I t I :`. �, � _ < ,_, ^. , _ : ,. : PRC)�C.�SD`�f S�'C� �!:'�� 1�1~ __ _._ � =; x.___. j , to � _.. 1 r -:Y: t:. �....„ ""--�':., ".. ,,< _:.<. ..-_ ,.�. utak �: <f� 1 J ' CL Lo 0 J I U T O ak' i I i OI H ,. :.::: ,,on�- :t.:u::i�`. Et-:. §..,,., t .:.:, ..:. .�� X1.4:'3:.:•t $^ Yt .. .::.:: ..: ::> ..:<.:-.:-. '::� ::. .... _ .-.:.:. :.,..::. -:.::: ...., ,Y:�:, wmwrvnxwv,,,w,.w ,uw„v.,mu,�•nv,�.r.,,,vnw�.aww„mw,�.,wa�, U p � tai,..,� # Z I ✓'� s c<o'� I LLf •:i x:?3 ♦y J , F r cn . y��y 00 Oy...�,�� 1 f Lu SLOPE GRADE I .:;, . .: ,.,.y, ;�: 4 SLOPE GRADE x , r - t E i I 24� ,pp F,3 a• I ' , t Y.: r C V I I — I I ! -- - K '� �� Iwo I _ ,y 1 W I I _ - W J W -- , — r — - n I Ln to I _ N I I I 226-8" � I �M1�} R {{. :p ,} Z ci- .J W v/ J Q ri �= h-- ��-- -�— Lu ARCHITECTURAL SITE PLA � SCALE: 1/8"= 1'-0" � U i.. rY 4 - N �J _ OFFICE COPY , E QO = O x <n LL- a O 00 0 O z O o° FLOOR PLAN KEYNOTES: 0 ag O � 1. LINE OF SOFFIT OR CHANGE IN CEILING ABOVE,TYP. 7. SEE FINISH PLANS FOR FLOOR FINISH INFORMATION,TYP. 13. HVAC CONDENSER ON CONCRETE PAD 18. VENTLESS PROPANE FIREPLACE SIMILAR TO NAPOLEAN FIREPLACE 23. GAS-FIRED INSTANT HOT WATER HEATER -VENT TO EXTERIOR W/RAIN 27. PROVIDE GAS VALVE FOR BBQ GRILL(BY OWNER)-VERIFY EXACT 32. OUTDOOR SHOWER OFCI. U-, w IR3GP W/REMOTE CONTROL AND ONE PIECE SURROUND CAP LOCATION N FIELD W/OWNER. 00- Lu 2. ELECTRICAL PANEL,TYP. 8. (NOT USED) 14. (ABOVE) HVAC AIR,HANDLER IN CONDITIONED ATTIC.GC TO S5 0 COORDINATE ACTUAL HVAC EQUIPMENT SIZES AND CLEARANCES, 19. CONCRETE PAVERS-PROVIDE FINISH CONTROL SAMPLES FOR 24. CONCRETE DRIVEWAY PAVERS:SLOPE UP TO GARAGE/HOUSE 28. EXTERIOR SOLID SURFACE COUNTERTOP @ 36"AFF W/ °� N "-' °C 9. SEE DOOR SCHEDULES FOR REFERENCED DETAILS AND DOOR TYPES., CONTACT ARCHITECT IF RE-LOCATION IS REQUfRED. COLOR SELECTION. ELEVATION-PROVIDE SAMPLES FOR OWNER SELECTION AND MOUISTURE-RESISTANT CABINETS OR SHELVES BELOW. �a Lo 0 3. CABINETS BELOW COUNTERTOP. APPROVAL. TYP. w 4. CABINETS ABOVE. 15. CLOTHE DRYER VENT W/RAIN CAP-ROUTE THROUGH CEILING 20. WOOD COLUMN,TYP. 29. FROST-PROOF HOSE BIB,VIF EXACT LOCATION W/OWNER. ° oll 25. ABOVE CLOSET HANGER RODS W.SHELVING ABOVE-SEE g _ � 10. MILLWORK AND COUNTERTOPS-SEE INTERIOR ELEVATIONS ASSEMB Y (ABOVE) Q '- x 21, RANGE/COOKTOP HOOD VENT REFERENCED DETAILS,TYP. 30. SLOPED TRANSITION TO GARAGE ELEVATION. �` - z 5. FLOOR TO CEILING SHELVES. a 11. (NOT USED) 16. PLUMING STACK/VENT TO ROOF,TYP. g o 22. (ABOVE)36"X 24"ATTIC ACCESS HATCH'KITH FOLD-OUT LADDER 26. CONTINUOUS S METAL DOWNSPOUT TO SPLASHBLOCKS BELOW- 31. SEE LANDSCAPE PLAN FOR PATIO CONFIGURATION. N 6. FAINT ALL WAILS,DOORS,AND TRIM PER PAINT SPECIFICATIONS ON - FINISH SCHEDULE,TYF. 12. CURBLESS SHOWER ENCLOSURE WITH AND TEMPERED GLASS DOOR. 17. FURNITU E BY OWNER (NIC),TYP. COLOR TBD BY OWNER. 1> i WWW O w - - -- � O Ln Z A4 r _SE�VlCE COURT u. 27�' 28 26 291 15 20 21; - -- 16 5` 3 125 O G 23 1 _ - - --. I 9 6; v) LU A802, A802 Z O .= wCD AC AC - � 3: --- -- Z A801 VD O w B -- TRASH TRASH y z Ag B B Q :I jCN - _ - - - --- - - -- O _ - - - - - a � OUTSIDE KITCHEN - ___ - _ . ; O ! _ L! - WO -- - LAUNDRY l l GA GARAGE FLOOR Lu �- p- -- - --- - - -- ------- --- U !. 124 - - i � l-- - j p + 1 m F -- 1 Z - - - - - ---- - -- ------ 107 _ C J r i j w =_ - - - - - - - - - � - - - Z -. > J PANTRY = - - 1 I _ _ C�w 5 2, U-1 Z -- 106 - O Q j 17; ( 1 10 u, 3 ; 4 l O6A, W O --- A601 0 z l _ 4 < 1 17 4 z - - KITCHEN : 3 - UQ 1Q5 T - - T 3 sus B DINING RM DIN 4 - -- w - --- - - - - - - - !'' I I I A602 i s GARAGE O 104 10; {ABOVE) i REAR PORCH DIN 107A 1 10 --- a104A - i - - --- 00 Lu U.1 ry Lu 16 1 ' - 3 p = 31 F _ 4 108A HALF BATH 109A- - - - - - __ - - - - - (ABOVE) obe z nn : - HC I"t = C� _ 108 PULL ,- _ AR94030 : ry ' A 601 � ', r � DOWN m 0 j 1046' HALL 6, ATTIC ; ! - _ - O - -- Lu U - - - - - - STORAGE w - -- -- -- - -- -- --- - - -- - -- -- 6" a = -- ----- - ---1_ -- 1_ 1 C9 9 z L �`_F-' 6" (ABOVE) F �(A OVE) 80 _ LU O ,J A 2 10 22 z O 20 l 017 A802; 6" z _�' 109D) Z - 109C i E J� O 2OF d x N L 70 QO a O • s '' O O 06 oV) FRAMING PLANS - KEYNOTES. fi o a � O 1. DIMENSIONS PROVIDED ARE TO THE FACE OF STUD OR MASONRY UNLESS OTHERWISE 6. RECESS FLOOR SLAB IN THIS AREA TO ACCOMM DDATE CURELESS SHOWER PAN-SEE DETAILS. O cl-z NOTED,TYP. ti o > w u 2. VERIFY ALL DIMENSIONS IN FIELD AND NOTIFY ARCHITECT WHERE FIELD CONDITIONS 7. ALIGN Lo V N O 3 DIFFER FROM THE DIMENSIONS PROVIDED,TYP. 8. SEE STRUCTURAL DRAWINGS FOR EXTERIOR WALL ASSEMBLIES s 0 Uf CL ¢; Lu AND WINDOWS ARE TO THE CENTERLINE OF ROUGH w AT DOORS A DIMENSIONS e# F o _ � 3. D 9. WALL MOUNTED TOILET INSTALLATION SHOWN ASSUMES A TOILET CARRIAGE �- X OPENING. REFER TO SCHEDULES SHEET FOR SIZES AND CASING CONDITIONS,TYP. x z ,,, COMPATIBLE WITH A 2X4 STUD WALL SHALL BE USED.MODIFY WALL FRAMING AS - w INSTALLATION. - --. - - - - -- - -- -- - � o a = 14'-3 1/2 * 9'-01, 4. FTS(FINISH TO STUD) DIMENSIONS INDICATE DISTANCES BETWEEN FRAMING OR DOOR REQUIRED IF OTHER EQUIPMENT IS USED FOR TOILET INSTgpg LU �- N END AND A FINISHED SURFACE AT THE OTHER. CENTERLWES AT E N - -- ---- - - -- '"� S I N o 4 rs co J O a - 5. FIN (FINISH) DIMENSIONS INDICATE DISTANCES BETWEEN TWO OUTER FINISHED � , � ------ ---- -- _ _ --'- ------ - - - __- i � ��s"4��, fix �' LU 3 SURFACES 3 - � o U SERVICE COURT Q ....•- ' CL -125 1 00 - w Z -- V) u- — LL_ „ I 5-4 1/2" 5'-3 1/2" 1'-7" 4'-1 1" 4'-5" 6'-2" 10'-0" T-0" o 5-3 00 11 3 - ---- -- - - ---- ---- uJ z = AC ACZD - ai N cy- Z F- I ZCN U / - - - --- -- _ -- - 1 14' 6"FIN ,1- 00 _ - _ - - 71 -- - O�a I O oc OUTSIDE KITCHEN _ _. -__ _._ ---- ._- - _ _ w 'I - k N W i I I D CN Z � I ��' — - - - -� - 1` - - - - - - - -124 LAUNDRY L -- --- --�C 11J - - r C�w PANTRY - I - ;ITCHEN 106 107 1, Lu 0 4 co! U 105 - - W �° "' U z01 4'-9 ---- -4'-9" - - 9 - - 1:' F- N UQ DINING RM - - - T - - - - - ;o - -- - - - --- ! 104JL 041 REAR PORCH z DW ! 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ALUMINUM GUTTER TO MATCH ROOF COLOR-SEE 0 Lu w PLANS AND ELEVATIONS FOR DOWNSPOUT .7. ---GALV.-M€-ME --TURN-OLJT FLASHING-- N z M LOCATIONSLO M h`. 8. SLOPE CHANGE AT CRICKET 3 :. � 'x�. o uj i 3. LINE OF EXTERIOR WALL BELOW 01 Q J 0 4. PLUMBING VENT-ELBOW LATERALLY AS REQUIRED - N -41 TO CENTER PENETRATION ON CENTER OF METAL LU ROOF PANE - s U O L SEE REFERENCED DETAIL,TYP. O cl� N N F � w Z �� = 1 N O �� .' C V) W IJ.:. U LU ° . �-- - A801.' 14 8 �� - o � - 5 V) z 2 A801 A801,' 5 N V)o I " TYP. - - 3—11 A801' '2 �= - TYP. Q) N 1 I — ¢p I p O - __. _ -- - _.. __ ___ -_ _. _ --. __ -Y Q II 1 - -. - ___ - _ - __ __ __. _ __ -- -_ _ _._ -_ - -. _ __ _ -_-__.-._-._____. .__._ -_...__..-__._-_ ____-___--.__.- __.-__ _._._____. L- 0 - -_ _- - -..-..._-_-_.__-_.- -_- - ------_ _._�_---_ --...- _ 1 I I , _ I 11 .; !1 II - - -_ .- -- .- - --- -- _ _ _ -- _ _ --- -- _ r I --- - I: - -- r-- - _•,- ---, - - a --- - ------ T- - 1' I I` - _- _- - --- - -- - - - 1 -- - -- ---- - - --- --- - - : Q I ii J - -- -- - - - � - - N U - - - - - _ _ - U O V) ` O v O z a o° REFLECTED CEILING PLANS - KEYNOTES: o O ai1. ALL SWITCHES AND RECEPTACLES SHALL BE DECORA TYPE,WHITE,TYP. 9. CABLE,TV AND OUTLET AT 48"AFF FORWALL MOUNTED TV INSTALLATION.PROVIDE IN WALL BLOCKINGS 16. VAULTED CEILING TO MAX SLOPE ALLOWABLE PER STR.ENGINEER/TRUSS MANUF. U_ "' REQUIRED. r' cl) O Q F;, w 2. PROVIDE UNDER-CUT DOORS AS REQUIRED IN ENCLOSED ROOMS WITHOUT RETURN DIFFUSERS 17. FLOOR OUTLET,TYP. - 0 10. ISLAND RECEPTACLE IN SHALLOW J-BOX rO HAVE WOOD COVER TO MATCH MILLWORK. ui 3. FIXTURES AND ACCESSORIES SHALL BE ALIGNED AND CENTERED WHENEVER POSSIBLE,TYP. 18. MECHANICAL DUCT SIZING,VENT SIZING AND QUANTITY PER HVAC ENGINEER OR SUB CONTRACTOR. ' ` s co O 1 1. FLOOD LIGHT WITH MOTION SENSOR. DESIGN SHOWN INDICATES INTENT TO ALIGN DIFFUSERS,NOT SYSTEM DESIGN.SYSTEM TO BE DESIGNED BY w UJ 4. CROSSING LINES INDICATE THAT A FIXTURE OR ACCESSORY SHOULD BE CENTERED ON THE ROOM OR ENGINEER OR QUALIFIED INSTALLER.CONSULT ARCHITECT!F NUMBER OF DIFFUSERS/RETURNS VARIES Yg O = x SPACE,TYP. 12. WIREMOLD 3'UNDER COUNTER OUTLETS RIPS,WHITE-WH2OGB306TRGFI.TO BE MOUNTED DIRECTLY FROM THE LOCATIONS OR NUMBERS SHOWN.TYP. Q z H t UNDER CABINET,TYP. < s 5. OUTLETS SHALL BE 18"AFF,VERTICAL ORIENTATION TYPICAL UNLESS NOTED OTHERWISE. 19. CONFIRM CEILING HEIGHTS WITH MEPS ENGINEER OR QUALIFIED INSTALLERS PRIOR TO CONSTRUCTION IN � v 3:, o LU 13. ACCESS HATCH ORDER TO ENSURE THERE IS ADEQUATE SPACE TO PLACE EQUIPMENT,RUN DUCTS,WIRES,AND PIPING. ` cNv Cie r-44 MR J rl co 0 6. SWITCHES SHALL BE 48"AFF,VERTICAL ORIENTATION TYPICAL UNLESS NOTED OTHERWISE. CONSULT ARCHITECT IF ACTUAL CEILING HEIGHTS WILL VARY FROM THE DRAWINGS. = 14. UNLESS OTHERWISE NOTED,ALL LIGHTS To HAVE DIMMERS .,W: N 3 7. GANG SWITCHES INTO MULTI-RECEPTICLE BOXES WHENEVER POSSIBLE. _ !N. U 1 15. CONFIRM VANITY AND MIRROR HEIGHT WITH OWNER PRIOR TO INSTALLING OUTLET. I r �� o > ¢ 8. PROVIDE DECK-MOUNTED GARBAGE DISPOSAL PLUNGE SWITCH AT KITCHEN SINK Lu Z SERVICE COURT LL � l2S Lo 00 0 v> w _ k z0 LU AC AC N w z S Y V) TRASHTRASH TRASH Z � 12' Q cn U EQ f- 2EQ .._... 04 ¢ " - - - - _ awn nirl ��l�Yil YIII�,1111 Y-II O O w I —-- UC.FRIG. N HOOD RANGE— tV C4 _ / C� U w OUTSIDE��TCHENII = — —— — — - -w -- - -- / - - W - - -- RANGE z -- -- - _ - _ ----\ -- - - -- -- - - � p /� zLu .- -_ i- - - - - -- // P RY ? LAUNDRY / - - -- - - - ANT \ � _ C? w I e \ Q / \ - ------ -- 10, -- - - - -- - w z ; /�\ \ / 1 I I 106 \ O 3 N i 10 -2'-6 1 - --� - 7'-1 ----- - \ 1 W \ \ REAR PORCH iLLJ o / - - I X I \ _ KITCHEN - !18; i U \ +10,4, / N W \ ap`_ rr \ wU' Illl��ll D ¢ / / \ \ z N ]23 105 I � -- ¢ I w p 1. - uj \ `o EQ / 1 7 /' `', X48 z 1 i w w 13( DINING RM ..._ _./ • --- • 12 lo I l w _ \ i U w - D /GD GARAGE o I 1 LL \7 - _ 1�I - �_ \ g HALF BATH 1 10 ,' t 2 O \ / / - 15 robert Ann Lu -- C� . \ 108 ✓ _ \ . / _� \ / PULL _-- - -- _- --- -_ 1 � — \ _ _ _ \ -EQ -- / -- -1-- ---EC / --- --- 8 \\ s 1 � �.�., / \' / 90Wf�t —_ ' T \ - - - -- ry / I _ AR94030 o - - ( + ��.._��. HALL / 1 co I ch 1 I / ATTIC Lu U -- —t-- -- — / / \ 1 1 �. 109. 1 _ ` STORAGE W W . . +101-01, r U \ 5 — I; / — 1\ \ EQ 2EC t ._ I 1 w Z ,-T 1 6 7 „14: / �\ a \ _-.-.. - - --. _. -- _..... .......CN D O F— U / $ 3 a N. / 04 mW ZD oo AUDIO 4CLOUT \ Lu cy) no w \ ' ;--------- �... 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I 121 I i \ SHELVES @48'° +10'-0" a I I \ +10'-0" 1 +101-01, uj 1 f 1 CL —�...... .....G.... © I \ - / 116 I _ - I +10'-0" - I ---- ! BED RM \ f I „ - - N. EQ -- - + +10 0 +18-0 2EQ 6 f ----{-- --- -E--- - - /� \ _ -` 111 \ r II i i I 13, _ \ \ MASTER BATH I , �----- --,. . .� _ / • � 117 __ t / \ T.\ \ t O 1 1 ... L._. .._ i i /// 8 HALL LINEN CL ! U 4 4f 125/21 .>..�- I 1 \ _ \ EQ _ -, N O I , U 1 — _ 1 AwC . \ 1 SHOWER +++ \ \ UA a , \ 1 I118 115 - _ \ / Q \ - i �„ +10-0 10-0 BATH RM \ \ \ / \ I W18 _ - _ _ \ -� - 1 CLOSET / \ Q � 1' 2-62 , ' "- - , " 1 _1 _..«..._......+r.� YKY%NiSMT.w'NtvMNWYMwVTN.]kiN.h.FrwaHR]i:. w.r 15 V) Z J V z W U C uuj LIJ --- =-= REFLECTED CEILING PLANS - FIRST OOR SCALE: 1/4"= U-0" r� OFFICE COPY .l - I J p z0 NS �- EXTERIOR ELEVATION - KEYNOTES: I_ o O :... tl. : ,: o O Z 1. LOUVERED VESTIBULE/ENTRY SHUTTER DOORS 5. DECORATIVE EXTERIOR METAL WALL SCONCE ;.y. .• r. _O 9. STAINED WOOD PORCH FRAMING 14. PAINTED FIBERGLASS LOUVER SERVICE COURT GATE TO MATCH 18. ROUND METAL DOWNSPOUT TO COLOR TBD BY OWNER,TYP. ����� .;g: N SHUTTERS. � ; o � 2. PGT VINYL SINGLE HUNG WINDOW WITH SIMULATED DIVED LITE 6. STANDING SEAM METAL ROOF:GOLF COAST SUPPLY MANUFACTURING- 10. STUCCO �%^;. O ox (DECORATIVE RAISED OGEE STYLE GRID) GULF LOOK 6"SEAM NEVADA SILVER,TYP. 19. CONCRETE SPLASHBLOCK,TYP. ' � � C0 `� 0- 15. PGT VINYL SINGLE DOOR WITH INTEGRATED FIXED WINDOW ... O 1 1. PGT EXTERIOR MULTI-TRACK SLIDING DOORS ;' o 20. FAUX WOOD OR COMPOSITE LOUVERS,PAINTED. E LU 3. PGT VINYL CIRCULAR FIXED WINDOW WITH SIMULATED DIVED LITE 7. FIBERGLASS GARAGE DOORS WITH WINDOW 16. PGT VINYL FIXED WINDOW WITH SIMULATED DIVED LITE (DECORATIVE �., C (DECORATIVE RAISED OGEE STYLE GRID) 12. OUTDOOR KITCHEN BEHIND 4'HIGH WALL TO MATCH EXTERIOR STUCCO RAISED OGEE STYLE GRID) 21. STUCCO STEM WALL n " o (� 3 8. FULLY GLAZED PGT VINYL FRENCH DOORS. f� N 4. OPERABLE LOUVERED PAINTED FIBERGLASS SHUTTERS 3 £� x�" CL n 13. 4'HIGH STUCCO SERVICE COURT WALL TO MATCH EXTERIOR STUCCO �� r>-� 1 N UJ w 17. HALF-ROUND METAL GUTTER TO MATCH ROOF COLOR,TYP. 22. OUTDOOR SHOWER OFCI. LO De � X . _1q, < ui MONITOR RIDGE BEAM - - -- _ - - - - w ? w \\. +25-8 __ -- - - - - - - - - - - - - - - __ M 1 - - -- i - r------ r - _ - _ - 3 - Q 0 1 II II ---II - - - - - -- - ��b�x '. 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I _:..- �: h A S l a 1; I, 7 I Y x r f 11 Y.A 1 > t , / Q 2 _. —___,____ .-y� }. `.___'__.�!_- ,� —...�. -..._.—_._ _,1 .1 ...�_ ���..A, .1�: � � �1 I 1-a.., \e t /}�\ �,Yet Y_, �•i ,i M � ,, a r �. r'�_�t: I` ,._:.__- ,,y i�'(�.�..t .,A ==i W "vi� I r I I I i I I CL Z p Q U - ~ � i Z � r i , W N I� rte_ I 'I I I i I I I I S i Ii i I i I r U I I j O _II ;I XI �i I / p iI 1 wLu > W CeI i i nom, 2 w - 4 i O w A, N - i I j N ---------------- -- - ------ -- -- - - -- - - -------- -- ----- ----- c"7 Q Z 01 LnLL �— 0 0 Z N — " I Q -li y •nom' u ILO— I -_� 0 +U- W Q Ji i i �/ Ij/ I \ _Ile U o LL ' Q II j I Lo r I ' I CL I I r I I O I,,, 0 BEARING/HIGH CEILINGS - -- - - ---- -- - j • +- o? v Q u- Q U w W Z I W -- r l -- - - -- -,------ -- -- -- -- -- -- - ' I o , t • in Lu - I • 1 , : I : MA BATH I � I j ' -- VESTIB lE i LIVING ROOM ' — r � - KITCHEN, -119 103 1 105 JI -�• : : r I � i _ r nn r • I I , I I I' I I i r • - v FINISHED FLOOR I I \ I - } j - -- - - N r --- - - - -- - - -- - N I I , : O I I • r • I i GRADE ; , , i I I I r I I i I . : -: - • , ; . , , I �, r 01 I I i I ,• I SECTIONS - KITCHEN AND LIVING ROOM - LOOKING SOUTH SCALE: 1/4" i'— 0 ,= o 3 � vu C4 Lo OFFICE COPY Q SMEaft � O ":.WI! i; Q x Q ". .. x "X:0' LEVATIONS - KEYNOTES. INSTALLATION,TYP. INTERIOR E a�'p`�. 0 QO p z 1 1. APPLIANCES OFCI,TYP.CONTRACTOR TO PROVIDE 1. GYPSUM WALLBOARD-PAINTED. SEE FRAMING PLANS FOR 4. VANITY OFCI. $. TILED SHOWER RECESS PLUMBING AND/OR ELECTRICAL SERVICE PER 13. LINEAR DRAIN ci F15 °3 - .' O N WALL/PARTITION TYPE REFERENCES AND LAYOUT DIMENSIONS, HELVES TYP. 9. WINDOW-SEE REFERENCED TYPE ON SCHEDULE SHEET FOR MANUFACTURER SPECIFICATIONS AND COORDINATE b� Q 5. ADJUSTABLE S �� � c p TYP• DETAILS,TYP. DELIVERY/INSTALLATION. SEE INTERIOR ELEVAT{ONS FOR 14. PROVIDE REINFORCING FOR FUTURE GRAB BARS ,a- w w APPLIANCE SPEC REFERENCE,TYP. a RIOR RDINATE SIZE WITH WINDOWS/ 6. DRYER VENT TO CEILING/EXTE >TP o O z 2. SCHEDULED BASE TRIM-SEE DETAILS,TYP. DOOR-SEE REFERENCED NUMBER ON DOOR SCHEDU_E 15. IN WALL TOILET TANK.COO11 W. �� N co r 10. � � �, � G R ON SS HINGES W/SS PULL FOR DETAILS,TYP. 12. FLUMB►NG FIXTURES OFCI,CONTRACTOR TO PROVIDE FRAMING PER MANUFACTURES INSTRUCTIONS PRIOR TOS `cq V 7. TEMPERED GLASS SHOWER DOO CONSTRUCTION. ��� � > 3. BASE AND UPPER CABINETS W/SOLID SURFACE COUNTERTOP FINISHED PLUMBING CONNECTIONS AND COORDINATE 3 T f Sv� �+ron'�,Y ,�1. O> d ol U-1 CX 4 ., -1• wY 4S xNP = CL zgR� .'sr O X Z w s��h x 3 x N Q w __ --_ 1 P Q2 I ��� � �. Lu '"_ --.. _ �s N Q O , ------ - --- --- - -...---- -- --Iw : c cn _ �- 1 1 PT02 - -- -- - - - -- -- - - -- r �� pis i; o Se >- - - Fp Ql) TO w '_ - _____ -- -- - I 'i' �i _PTO.2 0 U i i - -- - - PT02 --- Lo W ---- -_ � I -- -- 11 I ! N z 5' - _- -_ _-_ / - r _I : - __ ! ----- u z i I I I OO , ; I I -- - I \ ! � V) w - ,- - - LTO5 1-- J ' - ---- __ --- Z - _ -- ._ -- -_ ' - - - - - --- - O __ -_ W ,- - - - - - , _ _. - - - I __ _ _. __ I �...-.__..- __.._. _. _..-_--- ------. - .Y ii A08 3 CA03- . , I I - - 10 - - Q -- 1 Z I I I N I I cn - - Z - I ' 1 1 No U I ' I Q G I ,, -.-- - ----- H Wo3 -- - q - - ! 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AP07 I AP06 -- _ _- -- - __ �' ! -- - N = V) i \\ I \ --_ - --- - - - - - - - N U -- ` - -- ______ �' Q '. I I - ---- --- PTO1; 2 ' -- -- 1 III i O - - _-- W A _ _ - .. -_-- _- - w - - . • - - - ----- I I I Uw F-1 i i 1'-6" i robert zmn = 0 _ ELEVATION - PR ELEVATION - MASTER BATH AR94o 0 ELEVATION - LAUNDRY 03ELEVATION PR0405 r ELEVATION - LAUNDRY 02 SCALE: 1/2"=1'-0" m O SCALE: 1/2"=1'-0" 0 U01 SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" SCALE: 1/2'=1'-0" W w � , I Lu O w Z _ . - O - -- - - - - -_ - PT02 - --- --- -- Q �� I � Z -- __ ._ - , Z - w "-- - - - -- - -- - --- - ---- --- ---- �= T02 -- - -- - - -_ - ----- .. _ . I - T, C _ -- --- -- - - .. -- I ,__, I _ I -, c(i n D - - - - I 1 - - - iI I , N - -- - - I -- I i N ! I w - I . : _ - -_ � 1 1 = lL ! I .-- �� _�z - - � I . N WTO ! i 1 i = w _PF07.'_ - �„ : 4)I I i � \ O w _c� I I - - - I O .. -. - - I i p ; I � ! i Z ; 9 ! - _ _ .. H - _ , Q - O -- - - - -- -. -- I j i LA5 F- - _ -- _ 05 I - -- - Nu O - f T Z Q -i r j ! ! -- _. 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I -_ -- - J i ! j _- ------- -----'----- - _ - - 0_� "I 3'0 /8" -. ______-Y- _.____-___--_--�__-__-_-.---_-_ __ - __ -_ - -_ __. _- _._ __. _- __ ,1 L. __... PT - -- FO'.-- - ____ ! - 0 1 1'-6" I 2'0 1/8" 1' 10" 'TO1 --- ------- ----� T - -- - - - .- ----- -- - -- -- - -------------/----------------------/ : - - I - ___ ----- -------�F09;13 F0 - _ -- -- - - - - - - -' _ -- -- .-- - - - - -- - - - ELEVATION - MASTER ELEVATION - MASTER BATH 08E NATION - MASTER BATH09 06 ELEVATION - MASTER BATH SC : 1/2,_1.-0„ SCALE: 1/2-1'-0' SCALE: 1/2"=]'-O" SCALE: 1/2"=l'-O" - . ,. _ ... . ._. . _. _.. - * 1. . . - - Ir . _. 3 _ -_ -. . a . . 1. . . I. ,.. . . - _ I. _ r. o . . r. . . . , - - _-------- -- - .. ! - - --- �---- ------ ..- --- - - -- - PT07. ,- - - - ---.--_ --- - - -- - . . : . WTO4 8 � . . I i I . 1-.1 _ -_ -__.--_____.'j._ __ -_ - - - PT02_I 1 h - - -- 7�� •- -- - ----- U i : I : lo . ..- . _ . ­ . � �_ .. I r � i . � � I . : --- --- - - - I I�r rr + � . V�lT04---- - - --- , - . . . 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WINDOW-SEE REFERENCED TYPE ON SCHED JLE SHEET FOR MANUFACTURER SPECIFICATIONS AND COORDINATE 0 p o DETAILS,TYP. DELIVERY/INSTALLATION. SEE INTERIOR ELEVATIONS FOR 14. PROVIDE REINFORCING FOR FUTURE GRAB BARS > z 2. SCHEDULED BASE TRIM-SEE DETAILS,TYP. 6. DRYER VENT TO CEILING/EXTERIOR 9 w XTEAPPLIANCE SPEC REFERENCE.TYP. Lu 10. DOOR-SEE REFERENCED NUMBER ON DOOR SCHEDULE 15. IN WALL TOILET TANK.COORDINATE SIZE WITH WINDOWS/ _> o G� 3. BASE AND UPPER CABINETS W/SOLID SURFACE COUNTERTOP 7. TEMPERED GLASS SHOWER DOOR ON SS HINGES W/SS PULL FOR DETAILS,TYP. 12. PLUMBING FIXTURES OFCI,CONTRACTOR TO PROVIDE FRAMING PER MANUFACTURES INSTRUCTIONS PRIOR TO N CL v) FINISHED PLUMBING CONNECTIONS AND COORDINATE CONSTRUCTION. N ww Lo -- --- ---- --- C'7 Z W r Lu a; 01 LLJ C-4 - O ' 1 y PT04 I ------- --- - _ O J z - - 1 �' N co N - ------ T- Lu -- N �PT04' � x I N ' I Y i 007 V)w IAPOSL - - _..- - --- - - - --- --- - - _ LL , Z PT02' � w ! ! -- - --1- - `n 04 wz Z - _ p - wLn I V)U - --- - II i y EO - - - -- -- - - ►- - - - - - O O o HVJO1, I { C_ a Q 1 Lu LTXx _ N ry _.___�.. -_.____.- __-____.._._.__._ -_.___-.._.--_____. ____.__--1 _....___ _._.__ ____: _..__ --____ --_ __ I _. -- _ ... ... .. ... -- -- - - - O _...,_ _:, .--- -:---- ---------------..._.--_'_ _---I---- '`__----I.. _.-__'_.--- ----- - ---- ---- ---- g .. _ moi, f-- m WTO 1_ - Z - T BA09 r w - --- - ---- - -,- -- -- ----- -, - - -- - -- -- - -. _ Z `Q - - - - - (� - - , DO ` W APON - - - I ' Z Lu _ _ r T -----T - - - -- --- - - - i � PFO 41 p Q ---- 15 3 CNO11 - - PF19 12 Z 7- w C� Z 3 �A01: -- ----- - -- - _ T ' Hw ¢ w CA0 HW - ---- - - -- - - - - _ - (-! 02 2 F-- p OPFO 1 I I - = N - U — Q - - - - -- I I + I LL I � ° 2 y PTO] 01 ------ w Lu U W1- - -� _ _- 1_- -- I - -- -- - -- - - - - -- --- i -1 I ° 'ti- -- ----- -- PTO] 2 - - - - - - ,1, _ 2'-3 1/8" 2'-2 7/8" 3'0„ „ „ „ - _ IT O - 2-3 2-3 2-6 S- - „ 9" ' I _ I I 1 4 II I , Y-6" o e ELEVATION - KITCHEN 3�4" ELEVATION - KIT " 2" robert Ann CHEN U-1 U02 AR94030 W 11, 0 SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" °- z - --- -- .. Z p O :D - - - - U N Z Lu O w PT04 N p p - - -- w ; --- --- - -- { cz w ( I - - --- ----- O i ry ._1 C) Z o-' f N Lu F—O N32 u- p� ° -c ¢ �I - W ^� w I I i - - N O U o rY Q I I I ! 0; 04O V .p Q ZD �� T. Lo Q CL 3 k o{ O Z O `o { i - : NP F04 -- --- - --- - -- - - --- ---- O `- -- O =- - T -6 I J �N01;---- -- - - - - -- ------ ---- --- --- -- -- - -- - ----- ---- -I -- _' ---- CNO l; : I r I i I , , ' F01 Lu vi O l r ------------ ---- - --- f - -T - - - J j DW - - co 0 06 L/ I P66i _ -- '---- No - - - - o'l I - A I I I I 2 ,,'_PTO 1---- -- - - - _ --- ---------- ---------- 3'-11" - —�-- --..- , I I 1- 3'-1 1" 4'-2" 2'-0" - - - - ---- - - ,� --- - -------- --- - ----- - - ------- ---- - -- - ---- 4----- ------ -- - --- - -2,-1„ 3'-i 0" 2-0 1-0 1-6 1'-6" _ „ I 3'8" 0 3 ELEVATION - KITCHEN ELEVATION - KITCHEN -2" 2„ SCALE: 1/2"=l'-O" ` 04 SCALE: 1/2"=1'-0" -- I i I E f I I , QI i I Ii I I _ _ •_ <� 4 : i I I ,I f I I I WOl C4 -7-7 i I , 'PPO11 10; _ PF04, I I _ r - - I - I I �C A01 I --- - -- 7 i 1WO1 , I I- I , m l ji i 3 A01' J l!_I I I I I j rY - LLI 2'-0" 3'-5 1/2" 3-5" 3`-0 3/4" z 'Z3 HEN ELEVATION - KIT - 05 '� C 06 ELEVATION - KITCHEN SCALE: 1/2"=Y-O" SCALE: 1/2"=Y-O OFFICE COPi J Q Q E ,� - 3/4'� HIGH-TEMP WATERPROOFING ---- -- -- .. --------------- o z `, 1'-2 3/4"@ W.I.C.(i 1 1/4 @ OTHERS) MEMBRANE EQ.TO GRACE ICE x EXTERIOR GRADE PLYWOOD s 1 1 1/4 AND WATER SHIELD HT SHEATHING a O 0 }----- -- - - --- ----- - 1 1 1/4" " -0 V) _ , jIe -__-- OF _____� \\ ,.. .... 14mam 11 —. 1X WOOD SHELF,PAINTED TYP. -------------------- - 1 X WOOD SHELF,PAINTED TYP. ------ - - I 0 STANDING SEAM,METAL ROOF - -- - ----_ -_____-_-_--__._---� p O LU -_---p ----- ----- - CONTINUOUS WOOD LEDGER- I , I c �- z INTERMEDIATE SUPPORT @ --------- =- ------ WRAP TO SIDE WALLS WHERE \--- --- --- _. SPANS w F— >36 POSSIBLE 1X WOOD SHELF,PAINTED ------ - -- ----- -- ---- -- -- -- ----- POLISHED CHROME HANGER - ------ -- CONTINUOUS WOOD LEDGER- -- _ o Lu I CONTINUOUS WOOD LEDGER CONTINUOUS METAL CLEAT ------ ------- - -- - WRAP TO SIDE WALLS WHERE '// �� aw ; ROD ! _ \ � WRAP TO SIDE WALLS WHERE ci o N 1 1 1/2'/ � `'�. POSSIBLE - �. n -- - POSSIBLE CL w - _ CONTIN IOUS WOOD LEDGER- I ------- INTERMEDIATE SUPPORT s -- - ------- - w = - y--- -- -- -- cAt =�, �; - - - -- - - -- -- ---- WRAP TO SIDE WALLS WHERE - — -- ---- } ` o 2 , @ ------ -- _ L % Z w SPANS>36° �- POSSIBLE L--- ` %, .: o, - x POLISHED CHROME HANGER � _ i - _- � Lu ROD � ---- - N N '. Q � ---- I _ -- ----- �! I CONT.GALV METAL DRIP EDGE - - ---- - I _y-' 1X WOOD SHELF,PAINTED ---- -- II I I q LU 3 I/4' : INTERMEDIATE SUPPORT @ -" INTERMEDIATE SUPPORT @ __- ____-- __-- --___ -__...1 ti�t i" - q o 0 �` / 1 1 1// -- CONT.METAL GUTTER - � � � N -- - C SPANS>36" ''IS _ --__ -- ---._ --- SCHEDULED WALL FINISH --- _ ---- SPANS>36" i -- .i , -- `--`�_ :" c� r Q - j N� N =1 F �_1.11 3 --- } I ----- R30 INSULATION _ - i -- w � _ - -- I I -- - > U �. - 1X4 WOOD TRIM - ,--- >ry w --- '1 , 1. � o 4 Lu z -_'_ �! - --- _ - k____1 /--. = - ----- - X RAFTERS OR TRUSSES-SEE -+, U 71 1 -r 2 ,`1 /\ - -- SCHEDULED WALL FINISH : SCHEDULED WALL FINISH - - - --- - SCHEDULED WALL FINISH STRUCTURAL DRAWINGS -1 - :-! I TWO PART STUCCO ON - - --. . - -- I, 1 Lu I 0 0 11 1/2 111; I - N J ;i u) z = SELF-FURRING PAPER BACKED o w \ - I ,- METAL LATH # ° _ ,i - - - -- -- '11 _ - - -- R19 INSULATION BASE TRI✓1-SEE PROFILE ------ BASE TRIM-SEE PROFILE - � a� ~ z - --- --- - - I ------ ------ BASE TRIM-SEE PROFILE - BASE TRIM-SEE PROFILE -------- - -- -_-_ CONT.METAL GUTTER "' F S --- _ 1'-6 1/2" DRAWINGS SCHEDULED FLOOR �; l'6 1/2' DRAWINGS -- - - o St HEDULED.LOOR SCHEDULED FLOOR SCHEDULED FLOOR * - Y I Q *-- <n U Z WEATHER BARRIER - - ----__----____ 2X WALL FRAMING-SEE p ; I _.- 1 STRUCTURAL DRAWINGS q Q A ���,' o O� U Lu TYP. DOUBLE ROD CLOSET 02 TYP. SINGLE ROD CLOSET 03TYP. PANTRY CLOSET TYP. LINEN CLOSET ROOF DETAIL @EAVE z co I04 w 01 SCALE: 1/2"= 1'-0" SCALE: 1/2"= 1'-0" SCALE: 1/2"= 1'-0" SCALE: 1/2"= l'-0" 05SCALE: 3/4"= 1'-0" -- - - - CD w v> Z w 0 J Q , _ z V)Q TWO PART STUCCO ON ----- _---_.-. _ . - - - -__-___-._ __ ___ ____ SEE BUILDING CODE FOR Lu 4'_ HIGH-TEMP WATERPROOFING -" HIGH-TEMP WATERPROOFING af ? SELF-FURRING PAPER-BACKED i I ` REQUIRED TERMINATION HIGH-TEMP WATERPROOFING - -- -__ .__ _- - -_ -- . - 3 METAL LATH 1 'y - MEMBRANE EQ.TO GRACE ICE --- -- EX-iERIO Z GRADE PLYWOOD MEMBRANE EQ.TO GRACE ICE MEMBRANE EQ.TO GRACE ICE 'I HEIGHT ABOVE ROOF AND WATER.SHIELD HT I LL � 1 _, _i, - - ----.--- ..._ R 19 INSULATION AND WATER SHIELD HT SHEATHI�G ' AND WATER SHIELD HT i m: ,/) � I I , i,, r- RAKE STANDING SEAM p WEATHER BARRIER --- - --------- - -� U = CONT.GALV METAL CAP ---- ------- I - " STANDING SEAM METAL ROOF ___._.___ ___ -___ CLOSURE -_- "I--_ �- STANDING SEAM METAL ROOF STANDING SEAM METAL ROOF Q • FLASHING I ! - CONTINUOUS SEALANT ALL ---- - -- --- --- --- � 11 - - < - EXTERIOR GRADE PLYWOOD p I I,�;" AROUND PIPE , 1- 11 "I , SHEATHING 1, CONT.METAL ZCLOSURE-SEE .-- - _. I - -- ION 1 1.' U = METAL ROOF MANUFACTURER'S CONTINUOUS METAL CLEAT -------------- - CON UOUS METAL CLEAT -- - -- - R30 INSULATION A - - - - � - TIN U- � DETAILS ---- -- -- EXTERIOR GRADE PLYWOOD - _ __-- __... 1 -- �- - - __ B FLANGE - -- - O = SHEATHING y- ,_, OOT L NGE BENEATH - -� - '- - ----_ ----- - ----- CONTINUOUS METAL DRIP i STANDING SEAM METAL ROOF --- I' Lu �,., ,1 WATERPROOFING MEMBRANE I EDGE WITH CLEAT , - - - I �, CONT.METAL CAP FLASHING - 11-11" rabert Ann } - - m CONT.GALV METAL DRIP EDGE -- ------- - _ SEMCO OR EQUAL PIPE BOOT __ --__ - - .--- TO MATCH ROOF p 0 HIGH-TEMP WATERPROOFING ---- _ > EXTERIOR GRADE PLYWOOD ---- - ----- __ - --- 1X BLOCKING/FASCIA � w MEMBRANE EQ.TO GRACE ICE , i ROOF SHEATHING % I I ; - - - - = AND WATER SHIELD HT ', K - ' `` 'I -- - TYPICAL ROOF ASSEMBLY AS d I w U . r 11 - -- TBG CEILING FINISH BETWEEN _, I, DE RIB -- - - - __ - - PRE-ENGINEERED SCISSOR � , = ,2 - r SC ED ELSEWHERE LO --- - ZC S CL z - - INTERIOR FINISH AS REQUIRED RAFTERS I y'. TBG CEILING - METOAN ROOF MAN�FACRURER'S TRUSS �' % / z + IN VAULTED/HIGH CEILING CONT.METAL GUTTER --- I DETAILS I O U R30 INSULATION - AREAS ; . Q z >_- _ -- 4., T / I ` %' - --.----- ----- ---- DOUBLE TOP PLATE SEE- 1 z - /;- � R30 BATT INSULATION _-- - ­ = - w v> 1 --- - ----- 2X POR ;H RAFTERS-SEE - -- - -- - - - WASTE VENT - -- _. .... --- ,� STRUCTURAL p _ I%i , STRUCT RAL DRAWINGS PT WOOD LEDGER-SEE '<- -- ' - -�� STRUCTURAL DR/,WINGS ' r U U ''I- �w 1, PT END RAFTER SEE STRUCTURAL I - LINE OF FLASHING BEYOND `� I -. --_-- PT WOOD BLOCKING --— I - — ��RCH RAFTER - r 0 I i,: LU w i - 3"SQUARE METAL DOWNSPOUT ------- - --- - - �, DRAWINGS - -- ! I ' I - - m O w WOOD RAFTER OR TRUSS-SEE - - - --- - - R19 INSULATION - - I _ .__ .. 1Q OLUR '� TWC�PART.STUCCO ON � STRUCTURAL DRAWINGS - ,. �, ----- ELBOW LATERALLY TO ROOF I � N C Ln U- \ w i V z w j SELF-FURRiNGs APER-BACKED - Q ;' PENETRATION BETWEEN I FMETAL LATH I _._____ GWB,PAINTED Q tj PT WOOD LEDGER-SEE --- _-__--- ___- -- - . - CORRUGATIONS I WEA i SER BARRIER - D 0 o STRUCTURAL DRAWINGS I -- - k ._ O U N - O °0 ROOF DETAIL @ WALL FLASHING ROOF DETAIL @ EAVE VENT PENETRATION ROOF DETAIL @ OPEN RAKE 10.-,ROOF DETAIL � SLOPE CHANGE � 0 m w070809 N 06 SCALE: 3/4"- 1'-0" SCALE: 3/4"= 1'-0" SCALE: 1 1/2'=1 -0 SCALE, 3/4'= 1-0 SCALE: 3/4"- 1'-0" H O =«_ Lu Q ,L U c U "o 0 U- Q •— } F- Z +i 4 Lu N ZD Q TWO PART STUCCO ON - -- ------- --- ------- - 1 i ,i ,�, I z 1 � O SELF-FURRING PAPER-BACKED I �\ -- -- HIGH-TEMP WATERPROOFING � �� 0 METAL LATH 11 -------- - U _ - 1 - �-_ MEMBRANE EQ.TO GRACE ICE , z � 3 I DOUBLrX2X4 TOP PLATE,TYP. ---- -- - --- _ ___-__- ---"—----- --- - ��� AND WATER SHIELD HT . " ;- SELF-ADHERING FLASHING EQ -------------------I Q CONT.STUCCO - �- . 0 1 ----- ----- FIN.CEILING-SEE RCP ---�--- R19 INSULATION % -_, ,� BEAD/TERtviINATiON TO WR GRACE VYCOR PLUS U II,, ��\ - Q 3/4" iI -__rte CONTINUOUS METAL RIDGE -- ------ ----------- z -- CONT.METAL -- ---------------- - --- I CAP TO MATCH ROOF 1 r ----- VYCOR STRIP PLY "'vi COUNTERFLASHING/DRIP EDGE ANDING METAL ROOF PANEL EXPOSED STUDS ------ - -- -- -- ST o � _ /r , � --- � �` �--- 1 I SELF-AD-TERING FLASHING EQ ," I � �� '' o ..: CONTINUOUS METAL CLEAT - STANDING SEAM _ % Ow % — TO WR RACE VYCOR PLUS w TO MATCH ROOF / CONT.METAL CAP FLASHING --------------------- 11% ' CONTINUOUS Z CLOSURE STRIP - --- ---� x� � ' °' �� '� o I J ! :� TYPE A:INCLUDE SOUND R 12 -------- ---- - --- ------- - --- ----------------- 1/2"GWB,PAINTED;TYPE B: I, :' ��I j Q 3/4" - -- 3„ /�, FASTENERS PER PANEL CONTINUOUS METAL CLEAT -�; - - - - - - - - - - , A IN A SUBSTITUTE MRGWB - STANDING SEAM METAL ROOF --- - - --------_ B TT SUL TION _ S --------.t' - -- - - RIVET O _ - ---. <, -_' = - I US PT WOOD CANT MANUF -- - - N ---- SOLID WOOD }� CONT N)O -- __ .. _ -TL-_ _ -_- '�c STRIP - � CONTINUOUS METAL CLEAT - - - I = /t� �� c� v�--- __ -- - A I �� ��.� �� , I �. I - � \ BASE TRIM SEE TRIM PROFILES - , , t �N _- I ,"�_- �+ Ni / -I -- I , , �'. I; , 1;' SOLID WOODi,. STANDING SEAM METAL ROOF ' ' . I 1 PANELS ,i, .� ;.i 1X4 WOOD RAKE TRIM ---- f --- ',- k d ..-- — ` ', ___ LINE OF STANDING SEAM I 2X4 SOLE PLATE ------ - - - -- - - SCHEDULED WOOD FLOOR , 1 i % .. � , �,, BEYOND TWO PART STUD - i, ,- �� �, , „ .. , . , I Al - \--- - � ' - :.. 1 i \ ! ,, ---- � - .�,. SELF-FURRING PAPER BACOKOED { 1 - i �, _ - - R30INSULATION - --- 20#FELT PAPER �r HIGH-TEMP WATERPROOFING - BASE DOOR/WINDOW CASING MEMBRANE EQ.TO GRACE ICE - METAL LATH �1�"; I ;�\ WEATHER BARRIER 1'`; _- I :I 4^ , AND WATER SHIELD HT _ 1 i I 7 i ---- 6 MILL POLYETHELENE VAPOR -- -- - I " OOF R FTE PT D SUBFLOOR -_-___�___.._ 2X WALL FRAMING-SEE / A RS OR PLVv00 - I 2X ROOF RAFTERS OR TRUSSES- - EXTERIOR GRADE PLYWOOD --------- f "-_ - ! WOOD � _ BARRIER 3 R 3/4.. STRUCTURAL TYPICAL ROOF ASSEMBLY -- , ; SHEATHING I I TRUSSES SEE STRUCTURAL I ------ - RIDGE BEAM AS REQUIRED- M i�, ! /MAX.0.15 PERM RATING I_ , R19 INSULATION - - ----- 1 - I __ - --- - - -- SEE ST+�UCTURAL DRAWINGS -- R30INSULATION - - j- r1 - - - ----------- - - - --- -- - CORK W_.__ ',_; ;IjI. j WOOS LOOR JOISTS OR - -- -- OR SIMILAR EXPANSION U _ ------ ------ CONC.SLAB MATERIAL TYPICAL TRINE ROOF DETAIL @EAVE RIDGE DETA:L ROOF DETAIL @ GABLE RAKE PARTITION 6 y 14n 1 „ , H0 SCALE: 6"= 1'-0" 2SCALE: 3/4"= 1'-0" SCALE: 1 i/2"=1'-0" SCALE. 3/4 = 1-0 SCALE. 1 1/2 = i-0 42 U . .. .. . ..".-I .I. . -- WOOD CLG./FLR.JOISTS -t-.-- __-- MRGWB -.----- ----- WOOD CLG./FLR.JOISTS MRGWB - - —. WOOD CLG./FLR.JOISTS MIS WB(BOTH SIDES) --- -- --- - -— - -� ---------- - - -- --L------ WOOD CLG.IFLR.JOISTS ---- ---- ----- --- -., ----------- �..1 �- ---I - ---- ---— -----:-- --- ----- -- _______1__________ 1.I -- t I :... I --- -.7 ;T----------------- - ---- 'I w -_-- ---=-i t I r: -�j I - ----� I 1 DOUBLE 2X4 TOP PLATE TYP. - ---- - -- UBLE 2X6 TOP PLATE TYP. - - ------------ -- :� __ OU - DOIBLE 2X4 TOP PLATE,TYP. -- - --- - DO - }Il DOUBLE 2X6 TOP PLATE,TYP. -- _-------____--__- ;t DOUBLE 2X4 TOP PLA TE,TYP. - _--- --_-._---- ___- 1 i� -,=-.-,-- -- FIN.CEILING-SEE RCP - _ _ FIN.CEILI�iG-SEE RCP Iir -- __ _"-- FTN.CEILING-SEE RCP �It -- '" `r 11 �: } - -.; 'I':. }: - FIN.CEILING-SEE RCP I 'il - - FIN.CEhING-SEE RCP i I CERAMIC BULLNOSE(IF REQD.) ; Iii 71 �i_., ---- 1',f CERAMIC BULLNOSE(IF REQD.) -- -. - It ll� � I. CERAM{C BULLNOSE,iF REQD.) - -- ----- iit:`i �, - -", I I -SEE INT.ELEVS FOR TILE HEIGHT 1 1 -SEE INT.ELEVS FOR TILE HEIGHT � - 11( , I t-I Iy , I k1 il�.:: -SEE,NT.ELEVS FOR Ti E HEIGHT :I; -" 'li!-] -I TYPE A:INCLUDE SOUND { i i ;:..,' TYPE A:INCLUDE SOUND ._.. - ... ---- I ?7 '► - 1 ! I't - ,1 �,1 r !: . 1 I ( F I ATTENUATION BATTS i, ATTENUATION BATTS .a � ' ` . .. -- I- __.. - - - - -- 1i�. . �t I� 1 AL r 1. ...__ _. - 1 2 GWB PAINTED TYPE B -- - - -- ---- I -- 1/2 GWB,PAINTED,TYPE B. 1/2 GWB,PAINTED,TYPE B. - ---- - - - -- r _,I %,'� TYPE A:INCLUDE SOUND ------- -----__ --­_­r ��- 1 / TYPE A.INCLUDE SOUND CONT.WATERPROOFING -, CONT.WATERPROOFING t i, �- 1 i2"GWB,PAINED;TYPE B: I.. . � i.+Ir - -. CONT.WATERPROOFING -_.___-_- ___-_-- - ,,� _- � ; I �--;i. SUBSTITUTE M'?GWB(DAMP ATTENUATION BAITS SUBSTITUTE MRGWB(DAMP MEMBRANE(WET AREAS` 1 SUBSTITUTE MRGWB r, t{ h <<;l� l!` ATTENUATION BATTS 1.i ! # I�, y MEMBRANE(WET AREAS) { r SUBSTITUTE h RGWB MEMBRANE(WET AREAS) t.j - ;1 ! ,L SIDE ONLY) SIDE ONLY) I : 1. - ' 1� 11'.' i, ;if ` 'I k i ! - y I'_ _ Ili 1 t i y CBS(WET AREAS]OR MRGWB _ _ .-__-_- CBB(WET AREAS)OR MR GWB ---__ _ ..--_---- 1 p I" - -- _.._. - - _ z , i I t 1 `I - CBB(WET AREAS) OR MRGWB I �: jF - _'1_ �. �.- I '4.11' ill3 - 11 - BASE TRIM SEE TRIM PROFILES --- BASE TRI 1-SEE TRIlv1 PROFILES .1 I ---- - -- BASE TRIM-SEE TRIM PROFILES f 1 } +: . . - BASE TRifvt-SEE TRIM PROFILES ; III.:.. +t I • SCHED.WALL TILE ON LATEX I ;: SCHED.WALL TILE ON LATEx -- -- - --- ' SCHE , 1 - - - - - 7 ): 1 I �'1 I, Ili ri D.WA T - .. ------ ----- I :_ ,{ PORT.CEM.THINSET I 1i, C I LL TILE ON LATEX i I I- iI' I PORT.CEM.THINSET ;: ( , PORT.CFM.THINSET r I (� I[ iI , *_ V) ,r + 1. T -`. BASE TR1 1-SEE TRIM PROFILES - - - - -- - 7" - - r ,'!I 'I` :-y 'i a - 3 2X4-SOLE-PL-A-TE---- - ' r y 2X6 SOLE PLATE - -- - .I,. 2.X6 SOLE PLATO iE�,r � BASE TRIM SEE TRIM PROFILES 2x6 SOLE PLATE - ---._ ---- E, -I;,..- -, BASE TRIM-SEE TRIM PROFILES - --__-_ ____-_ I't'' - 'If% ' Q � 2X4 MULE PLP,TE I ,i. i _ a li, , iI'jlk is ,,J i1 F-- - --- ! : CERAMIC COVE . t / -- -- ----- - ` ;iI`..', :- a. .I .i } -.'III Cl SCHEDULED WOOD FLOOR -- - -- - 5ChtEDULED WOOD FLOGR ;..:. : I ---- 20#FELT 'APER ---__ .____- P CERAMIC COVE -- is i.sl - ----- ', ;_,J 20#FELT PAPER } i If 20#FELT.APER I: �I�,: 2.0# ;! L, CERAMIC COVE r, r - FELT PAPER I 1 i --. SCHEDULED FLOOR TILE - I :I SCHEDULED FLOUR TILE l lr SCHEDUI_ R i �` ED FLOOR TIL E I I ;_-- 6 MILL POLYETHELENE VAPOR I '' I -- 6 MILL P LYETHELENE VAPOR )?;I+;- i ,_.---.. F}�f+ . 1. Lj i,){ ,r F , r , � ,{..i 1 :..,. „ .T.].:,., _ f,4.II} SIS FSI „ 7. - - I. 3/4 PT PLYshOOD SUB;LCGP. .. - I I _- I r i I i BARRIER /4 P, PLYWOOD SUBFLOOR - - N 's' t� -- I .i s;4 PT PLYWOOD SUBFLOOR i , ,__-S._ ! -. .__�_ -a I BARRIER r , t,{ _----- I 3/4 PT PLYV�'OOD SJt3FLOOR 1 11 � } I 3/4"PT PLYWOOD SUBFLOOR r 1 �,ill { :,1 }j I! t l S� W/MAX.0.15 PERM RATING W/MAX.0.1 5 PERM RATING k jI, - .,.. _ - 1:. ,. : - . ,. -- __ , . --- � . ------t� =--- -L --- ---_. ._ -� — —— —— — ————— —— —— —— J._— — _l 11 t -- - --_ --- --- _ J t -- - ---- - - _ _ _---- - ------- -- - - - - ---- _ _-- -------------- - ---._ .._ - - -- -_- _. T R ___ _____ - WOOD FLOOR JOISTS OR -----_ - ----------- ------------ SIMILAR EXPANSION WOOD FLOOR JOISTS OR _ --�- ------------------------------ WOOD FLOOR JOISTS OR -------; -- _ - -- WflflDrFLOOR JOISTS O CORK OR SIMILAR EXPANSION CORK O SI L CORK OR SIMILAR EXPANSION 4s - ---- -- ---- CORK 0R SIMILAR EXPANSION WOOD FLOOR JOISTS OR -'- CONC.SLAB MATERIAL CONC.SLAB MATERIA CONC.SLAB MATERIAL CONC.SLAB I C - MP,TE2,Al_ CON,., SLAB PARTITION 1 PARTITION 2 PARTITION 3 9PARTITION 4 PARTITION 5- 16 t' SCALE: 1 1/2"= 1'-0" SCALE: 1 112"= V-0" SCALE: 1 11/2'= V-0" SCALE: 1 1/2"= 1'-0" 20 SCALE: 1 1/2"= U-0" OFFICE COPY 0 < I CORK OF SIMILAR EXPANSION l MATERIAL I o �p I Q — U Q i II� ----- --------— ------ 5/8"GYPSUM�^lALL BOARD,PAINTED =O FLOOR PLANS AND WALL TYPES s-� f I -�- - TAGGED WALL ASSEMBLY-SEE « ate � x a 0 0 '` TYPICAL BASE —� -�------------ SCHEDUL :D DOOR O 2X FRAMING - ----------- - --- - ----- z i' -=�, AP OR FILLER LINE OF HEAD TRIM @ ABOVE Q --- FLOOR FINISH EXPANSION G I O i .�--- ------ ----- - TAGGED WALL ASSEMBLY-SEE _ p O - I' I 111 FLOOR PLANS AND WALL TYPES i EXTERIOR GRADE PLAYWOOD - - - - - " LINE OF HEAD TRIM @ABOVE ------------�- -- � 4 Q � Ii ;' i' -.-------- FINISHED FLOOR ' -- ---- -- -------- - 2X FRAMING CD-- -- - ,�w ;' '_ - I --- --- SCHEDULED DOOR c� OIL II ) ERS - z WEATHER BARRIER ---- ---- - -- --- 'I`� _ - ___ - 1 --- ---- -- ---- NEOPRENE=SILENCERS N 1/8'" � �'' - =- -- - T WOOD STOP - f ; I MIN I �� � ` I � 1X2 WOOD TRIM,PAINTED - - 1 LLJ CL STUCCO -- —- ---- I 7: f <,, �'� - - 2X HEADER SEE STRUCTURAL 1X WOOD BUCK PAINTED - - BLOCKING AS REQUIRED < f � I'' II I"w Q V) I ! -. Lu , 1X WOOD BUCK PAINTED ----_----- - -_-- — � ; Lu REINFORCED CONIC SLAB-SEE � r- -- _ � �. � I f 1X2 WOOD TRIM,PAINTED R CTURAL DRAWINGS - - L { _f ST U - _ k O X CONTINUOUS FLASHING/STUCCO REGLET al I d , z w -J, SHIM AS REQUIRED - 1 ---.---=T�-_ _ - ?µ�x} v SHIM AS REQUIRED w SHIM AS REQUIRED 1X2 WOOD TRIM,PAINTED � EXTERIOR GRADE-SLOPE AWAY FROM O ,•i , 4— PAINTED ------ . BUILDING 1X2 WOOD TRIM, ,,,= I 1X WOOD BUCi.PAINTED - - Q VAPOR BARRIER --- - - - - -- f %, 11 _ - l a MIL - - -- DOUBLE X JAMB FRAMING 1 X WOOD BUCK PAINTED LU �- _ ,,. - - --- DOUBLE 2X JAMB FRAMING CMU SEE STRUCTURAL DRAWINGS I L, _-.-_-_ _.___-- SCHEDULED DOOR Lo Lu Z t -- N r �I -� - TREATED/COMPACTED FILL u- W O O I N z O '' - TAGGED WALL ASSEMBLY-SEE w = FLOOR NS AND WALL TYPES LINE OF TRIM @ JAMB BEYOND LOO n �a REINFORCED CONCRETE FOOTING-SEE I PLANS Z - I LINE OF HEAD TRIM @ ABOVE - --- --- a -. STRUCTURAL DRAWINGS N o - __-__ _-_ __---- TAGGED WALL ASSEMBLY-SEE CV ZU i Q = I ' FLOOR PLANS ANDWALL TYPES CD N_ �p 00 o BIFOLD DOOR HEAD (JAMB SIM) POCKET DOER JAMB 05POCKET DOOR HEAD Lu WALL SECTION 02DOOR JAMB (HEAD SIM.) 03 04 SCALE: 3"= Y-0" z m „_ SCALE: 3"= 1'-0" SCALE: 3"= 1'-0' SCALE: 3"= 1'-0" - w 07 SCALE. 3/4 - Y-0" z Lu c� w Lu Z z = U-i ? I ll I Lu ry LINE OF HEAD TRIM @ ABOVE - I - p I 1.2"TEMPERED GLASS - - - ! BASE TRIM BEYOND { = N -- -- CONTINUOUS RED OAK - --- --- ALUMINUM CHANNEL U = I CCNTINUOUS 1 3/4' X 3/16" - ----- --_-- - HANDRAIL W/MITERED ENDS , I w F- FLAT STOCK STEEL,PAINTED AND 0.01"RADIUS (EASED) LL O FLAT BLACKCONTINUOUS LATEX OR - EDGES PE FBC R311.7.7.3, ACRYLIC CAULK(BOTH SIDES) I Lu Lu 2 1/2" FINISH TC'MATCH FLOOR LL I - /- - SCHEDULED FLOOR TILE - -- -- LATEX MODIFIED THINSET robert Ann O = I I �,� - ; TRIPLE 2X4 WOOD STUDS - I_ 5/8"GWB,PAINTED Lu `� i GWB -- - - - - GWB AR94030 - -- ---- - -- _ _ - I �- m 1/2"CEMENTITiOUS BACKER - - m� 1 X WOOD BUCK PAINTED --- � _� --- - :I = ' M � Q BOARD p O 4' X 4 X 1/4"STEEL PLATE - __ UJ U -- __ — N `'' CONT.WATERPROOFING - -, _- MIN 8 MIL WATERPROOFING -- - I W w (FLOATED) =1 _ -_ MEMBRANE I -- _ i , - - --- �✓ MEMBRANE I — LU SHIM AS REQUIRED - --- 2 S/8 0- z _ --- -{ \ -- - { _ - ,, - - - - -- DOUBLE 2X FRAMING " z p ( - - - - --- --- - - - --- - 1/2"X 3/3"STEEL SUPPORT W/ O = DOUBLE 2X JAMB FRAMING -- _ -- - -SLOPE / . _ J '� WELDS ROUND SMOOTH MORTAR BED 4' 12 �- U - a 1 Q z j" .TO DRAIN IN w <„ 1X4 WOOD TRIM,PAINTED -_ CORNER COUNTERSUNK 5/16-18 X 2 1/2" - ---- FASTENERS 1/4.,GYPSUM WALL BOARD - - -- _ _ NUOUS METAL CORNER BEAD CONTINUOUS METAL C --- - C ON I I , ,, _ CONTI U C� I KEYHOLE:COVER 3/4"PLYWOOD SUBFLOOR - BEAD O MITEREU`CORNERS, - - - - •'" c� p p =, --- --------- -- TYP. - N > -___- -_ TAGGED WALL ASSEMBLY-SEE ___- ___ _ - - - _ - 1/2"GYPSUM WALL BOARD '` c�i LU W FLOOR PLANS AND WALL TYPES REINFORCED CONC.SLAB - V _ '•'-' -- BASE TRIM BEYOND (MITERED) �- ) U- O N _ Lu Lu f 0 Q I D N Q p INTERIOR WALL CORNER _INTERIOR WALL C END °� p z CURBLESS SHOWER DETAIL C) Q MB (HEAD SIM. HANDRAIL DETAIL 08 _ SCALE: 3"= 1'-0" �c U _ r CASED OPENING JA ) SCALE: 1 1/2"=l'-O" 09SCALE: 3"= Y-0" u ' _ U- 06 SCALE: 3' 1'-9' _ Q L` O SCALE: 3"= 1'-0" Lo V51-- Q J_ n LL F- W TWO PART STUCCO ON ::E J ----- _ ------ -- ---- --- BATT INSULATION _ !�, SELF-FURRING PAPER-BACKED °'I ��`� U _" --- ------- -- - BATT INSULATION zz TWO PART STUCCO ON - _ N 0 I\/ METAL LATH --- -- SELF FURRING PAPER-BACKED __ - z �` --- O ---- -- -- CONTINUOUS CAULK-COLOR BUILDING WRAP/WEATHER ----- ----- - - HEADER-SEE STRUCTURAL i-O TO MATCH GROUT COLOR METAL LA BARRIER I `' =-_ DRAWINGS Q U U ----- - SCHLUTER RENO-T STAINLESS CONTINUOUS METAL FLASHING 1 I -- Q - --- -- --- GW PAINTED i ! r GW PAINTED U z 7/16"H SCHLUTER SCHIENE -- -- - - STEEL FLOOR TRANSITION _ B,P � '�� _ ap - -- --------- SCHEDULED FLOOR TILE ON -\/ w _ __; B BUILDING WRAP/WEATHER -- --- _ ALUMINUM EDGE PROTECTION THINSET BARRIER WOOD DRIP CAP W/ROUTED ------ I ,,, f.. •o a w DRIP o - -- WOOD TRIM ---- i !� %� - -- SHIM AS REQUIRED O - w SCHEDULED FLOOR ------ 1/4 CEMENTITIOUS BACKER SCHEDULED FLOOR - - SCHED 1LED CARPET/PAD - II ! \ �' BOARD HEADER-SEE STRUCTURAL i i� DRAWINGS 1X CASING,PAINTED Q „ s _ _ LIJ1Ltl��'!i�iililillliilli IIILLLLLLL - _ ------ -z -- - - --- - -- - - - CONTINUOUS SEALANT ---- - -- - -- -%----- I� -- T -_ -- 3/4" - ------ - WOOD TRIM _ _��- ------ ---- ------ ---- -- - l --- �.--- - PT SHIM AS REQUIRED --- -- WATERPROOFING MEMBRANE - ---- 20#FELT PAPER --' CONTINUOUS METAL CORNER 20#FELT PAPER --- --- 3/4""PT PLYWOOD SUBFLOOR ---- 3/4' PT PLYWOOD SUBFLOOR ---- ' '' ---- � �__ - � \�- -- -- r --- - -___---- TYPICAL WINDOW-SEE BEAD � ! - - SCHEDULED DOOR-SEE � ! I SCHEDULE SHEET SCHEDULE SHEET N FLOOR JOISTS OR --- - - -- WOOD FLOOR JOISTS OR INTEGRAL --� - --- -------- WOOD ' { CONC.SLAB CONC.SLAB 6 MILL POLYETHELENE VAPOR -- ---- -- 6 MILL POLYETHELENE VAPOR ---- - -- - _ - .AMB BARRIER F TU�C @JAMS ------ W/ --- - LINE OF GWB @JAMB BEYOND J/4"DOUBL ANE INSULATED -- ---- -- LINE OF I BARRIER W-/MAX.0.15 PERM RATING W/MAX.0.15 PERM RATING LINE O S 1. - BEYOND BEYOND GLASS DOOR HEAD (JAMB SIM. WINDOW HEAD (JAMB SIM.) H o RPET IFN EDED ) FLOOR TRANSITION @ TILE FLOOR TRANSITION " CA ( ) 1 SCALE. 1 i/2"= 1'-0" SCALE: 1 1/2"= 1'-0" '- U 2 SCALE: 3"= 1'-0" SCALE: 3"= Y-0" STUCCO @ JAMB BEYOND - _.----________,_ __ -- --- -_ ____ SCHED DOOR 3/4"DOUBLE PANE INSULATED - i GLASS WOOD CASING @ JAMB SOLID WOOD STOP -- --- _ -_. _____- CASING BEYOND BEYOND CONTINUOUS SWEEP -- INTEGRAL SCREEN ----------._-_- - CONT.COMPRESSION SEAL SOLID WOOD THRESHOLD W/ -- - ! TYP.FLR ASSEMBLY SELF-ADHERING FLASHING EQ __._. -----_-._-_ __ ___----.- TYPICAL WINDOW-SEE CONT.DRIP TO WR GRACE VYCOR PLUS W/ SCHEDULE SHEET I, I BLOCKING AS REQUIRED --___ ____---__.--_...- _-- _ - - --- - - - VYC PR BLOCKING AS REQUIRED -- - - VAPOR BARRIER PER OTHER CORNERSWOOD SILL I I '', � PRE-FORMED I i-- - -- - SPECIFIED DOOR OR DRAWER CONT.GALV.METAL FLASHING - 1 - t i ! ! -- - SPECIFIED DOOR OR DRAWER ` 1 SPECS. PANEL t t ! �" -- SPECIFIED DOOR OR DRAWER f f PANEL 1 t PANEL i t - _- �fi .- - 1- - SHIM AS REQUIRED __._.____ _, _- - _- WOOD TRIM 3,4 PLYWOOD CABINET _ ____._ I I EXTERIOR FINISHED SURFACE - r- _ -- t I Q I I C� 3/4"PLYWOOD CABINET - SUBSTRATE ! ! U SUBSTRATE i 1 � L.J II�=-- �, _ 3/4"PLYWOOD CABINET -- - _ - i ! cc I - i � t _ .: __. _ _ _-, .- RIPPED SLEEPERS OR PEDESTALS _ { SUBSTRATE - — •-- I 3/4"PLYWOOD Sl)n'FLOOR ,r - -�- w CN 1 I PORCH SLAB-SLOPE AWAY --- --- - - -- -1 # - WOOD TRIM - --------- - - -- - I I FROM STRUCTURE 1/4 . 12 ,- I I � � ARTS ON EXPANSION AND FILL MATERIAL ' 3�4 -- - STUCCO 1 1/8"K RF I {- -- SELF-FURRING PAPER-BACKED SLOPE TO EXTERIOR f BATT w5ULATlON1 I/2" METALLA?H SCHEDULED SIDE PANEL ___ SOLID WOOD FILLER -- MATCHING OTHER OPERABLE I/8 KERF --- --- SOLID WOOD CORNER, GWB ADJACENT WALL - ---- _�i-._ -- BUILDi>`JG WR --- --------- - 1 TREATED/COMPACTED FILL -------- � -- API WEATHER ; MITERED _ - ,_. _ ---_ _ REINFORCED CONC.SLAB- ' PANELS f - STRUCTURAL SEE STRUCTURAL DRAWINGS ,I� I ' -------__---- GWB PAINTED EXTERIOR GRADE PLYWOOD MILLWORK CORNER SIDE PANEL MILLWORK FILLER MILLWORK ' ADJACENT UNITS 9EXTERIOR THRESHOLD 20WINDOW SILL SCALE: 3"= 1'-0" 8SCALE: 3"= 1'0" SCALE: 1 112"= 1'0" SCALE: 1 1/2"=1'-0" 16 OFFICE COPY SCALE: 3"= 1',0" 0 0 0 DOOR SCHEDULE FINISHES, FIXTURES, AND EQUIPMENT SCHEDULE u < P z Oo LEAF FRAME FINISHES I HARDWARE NO. DESCRIPTION WIDTH 'HEIGHT., F ' COMMENT i GROUP V) THICKNESS TYPE MATERIAL FINISH DETAIL MATERIAL FINISH REF DESCRIPTION ROOM#S 'VENDOR 0 !COLOR FINISH 1 NOTE < :E MANUFACTURER MODEL 0 + PT-BM 2064 A FLO I TILE 1102,103,104,105,106,107,109,111,113,114,116,115,119,120,1211- 0 U- 16 1 EXTERIOR DOUBLE DOOR (2)2'-3' 8'0 1 3/4" A !WOOD-LOUVERi PT-BM2064-60 A802/14 WOOD -60 CL ------ -7- c 0 —----- 4— FL02 TILE �117, 118, 115 z WOOD i I _j 1 8'-0" GLASS A802/14 ST B (102jk'l; DOUBLE DOOR '�2 1 3/8" C .k B 3 Lu af ---------- co Lu CASED OPENING 5'-0" 8'-0" A802/6 WOOD FL03 MOSAIC TILE-SHOWER �117 CN 0 C 03A' EXTERIOR SLIDING/NESTING DOORS (5)3-0" 8'-0" GLASS A802/14 VINYL MRF WHITE E FL04 TILE 1112 V) cl- V) U-) MRF W EXTERIOR SLIDING/NESTING DOORS 1(3)3'-0" 8'-0" C 1 i I W iu GLASS A802/14 VINYL HITE E CONSULT MANUF.RE:OPEN CORNER SEAL FL05 MOSAIC TILE-SHOWER 112 0------------ x oil FL06 TILE/STONE :101 -- -------- ------- z 10413",1 EXTERIOR SLIDING/NESTING DOORS 1(2)3-0"i 8'- C i GLASS A802/14 VINYL MRF WHITE E CONSULT MANUF.RE:OPEN CORNER SEAL L ----------- __4 -------- ............ < LLJ 106A'l SINGLE POCKET DOOR 2'-4" 8'-0" 1 3/8" H WOOD FL07 'PAVER 122,123 A802/4-5 WOOD K T u.J SINGLE DOOR 2'-8" 8'-0" 1 3/8" H WOOD FL08 !PAVER DRIVEWAY 0 A802/02 WOOD F TREMRON i SHERWOOD ('107A' BLUESTONE VARIED;0 - -- --- < :1 08k 1 SINGLE DOOR 2'-8" 8'-0" 1 3/8" H WOOD A802/02 WOOD F FL09 SEALED CONCRETE 10 ........... T_ V) ri A,';: SINGLE DOOR 3-0" 3/8" WOOD A802/02 WOOD c LIJ ----------- ---------- ------- U t > 109B)!: DOUBLE DOOR 1(2)Z-O", 8--0" 1 3/8" H WOOD A802/02 WOOD G WTOI 'TILE-BACKSPLASH 105 < __7 0 ui Z Oo(f SINGLE DOOR Z-O" 8'-0" 1 3/8" H WOOD A802/14 WOOD G WT02 TILE-BACKSPLASH 107 LL- A802/6 WOOD 00 (,,1 o9b i CASED OPENING a-0" 8'-0" WT03 TILE 117 V) LLI -- -------- ...... �_ I I OA WT04 TILE 112 z 0 EXTERIOR SINGLE DOOR 7-6' 8'-0" 1 3/4" B GLASS/WD GLASS/5TAIN A802/14 WOOD c -------------- ! ----- ---- - ___ - ____ ---- --- --- --- 0 4 CN 7 --- --- 1061" EXTERIOR GARAGE DOOR 5--0" 9'-0" E GLASS/STEEL GLASS/PT-BM 1465' A802/14 STEEL PT-BM 1465 OVER HEADDOOR.COM COURTYARD COLLECTION :D (D w Z EXTERIOR GARAGE DOOR 91-01, 9'-0" D GLASS/STEEL GLASS/PT-BM 14651 A802/14 PT-BM 1465 OVERHEADDOOR.COM COURTYARD COLLECTION CNOI SOLID SURFACE COUNTER TOP 105 10 V) ---- _- - ------- 9,-0., 9,_0.... CN02 !SOLID SURFACE COUNTER TOP 108 PT-BM 1465 uj I I OD EXTERIOR GARAGE DOOR D GLASS/'STEEL GLASS/PT-BM 1465: A802/14 OVERHEADDOOR.COM COURTYARD COLLECTION V)U < 2'-8" 8'-0" 1 3/8" H WOOD 0 I I I A SINGLE DOOR A802/02 WOOD F CN03 SOLID SURFACE COUNTER TOP 107 00 ....... ------- ...... 04 111 B DOUBLE BI-FOLD DOOR 117 C < (2)2-4' 8--0" 1 3/8" H WOOD A802/03 WOOD G CN04 SOLID SURFACE COUNTER TOP LD Lu I�2 A: SINGLE DOOR 2'-8" 8'0" 1 3/8" H WOOD A802/02 i WOOD F atf C,405 SOLID SURFACE COUNTER TOP 112 LLJ ------ ------ -------- z H WOOD A802/02 WOOD G :1 13A, SINGLE DOOR V-6' 8'-0" 1 3/8" -7 LiJ 1 CASED OPENING WOOD > 2'-8" 8'-0" PTOI INTERIOR DOOR,CASING,AND TRIM PAINT iTYP. Lu Z/_5 z Lu I 14A, SINGLE DOOR Z-8" 8'-0" 1 3/8" H WOOD A802/02 WOOD F PT02 INTERIOR BATHROOM/LAUNDRY PAINT TYP. A802/03 WOOD G PT03 CEILING PAINT TYP. C�, < 14k:' DOUBLE BI-FOLD DOOR .(2) 2-4" 8'-0" 1 3/8" H WOOD z V) < I 15A SINGLE POCKET DOOR 2'-8" 8'-0" 1 3/8" H WOOD A802/4-5 WOOD K PT04 INTERIOR WALL PAINT TYP. Lu (D I __- - - . . .. I -___I---- -�- -___ - - ___ __ -__ __ - -I__ - -- - -_________ - - I - I-I�____--________- ---_.--, --- - -- -_ -_ -_ - -7= -I-___ -- -___- -1_____--__ I ___- __ __ __ __ - _____. - 11­ ­­______ - - _ - __ -_ — -_ - _. I ------ 16A, SINGLE POCKET DOOR 2'-8" 8'-01' 13/8" H WOOD A802/4-5 WOOD Z:) K PT05 EXTERIOR SHUTTER PAINT TYP. BEN MOORE BM2064-60-BLUEBELLE I u < -- ----- A802/4-5 WOOD PT06 EXTERIOR WALL PAINT TYP. Lu W I 17A, SINGLE POCKET DOOR 7-8" 8'-0" 1 3/8" H WOOD BEN MOORE 'BMAF -5-FROSTINE t 0 V) 11 7B CASED OPENING 2'-8" 8'-0" A802/6 WOOD PT07 EXTERIOR GARAGE DOOR PAINT lyp., BEN MOORE BM 1465-NIMBUS T_ STOI EXTERIOR WOOD PATIO FRAMING TYP. < I I 8k: SINGLE POCKET DOOR Z-8" 8'-0" 1 3/8" H WOOD A802/4-5 WOOD u- 0 PLUMBING FIXTURES 7-8" 8`-0" A802/6 WOOD 0 1 9A,,, CASED OPENING Lu LU rz MANUFACTURER MODEL COLOR FINISH 1 NOTE U uj '120A SINGLE DOOR 2'-8" 8'-0" 1 3/8" H WOOD A802/02 WOOD F REF DESCRIPTION ROOAJ#S VENDOR 20B DOUBLE BI-FOLD DOOR (2)2'-3": 8'-0" 1 3/8" H WOOD A802/03 WOOD G PFOI TOILET T_ )8, 111, 118 Lu 120C CASED OPENING 2'-8" 8'-0" A802/6 WOOD PF02 BIDET 118 robert Ann ''121 A EXTERIOR DOUBLE DOOR (2)3-0" 8--0" 1 /4" C GLASS GLASS A802/14 VINYL MRF WHITE CONSULT MANUF.RE:ASTRAGAL AND HINGES PF03 KITCHEN SINK 0 AR94030 uj u PF04 KITCHEN FAUCET ::105 UJ < PF05 BATHROOM SINK uJ ------ DOOR HARDWARE SCHEDULE PF06 BATHROOM FAUCET 117 Z z SCALE:NO SCALE PF07 SHOWER HEAD 117 Lu __j < z U PF08 SHOWER VALVE 1117 0 Z 1 uj z 0 0 (D __j ....... < Lu z ; u z -7 u 1 Ile 0 < < W 0 (/) = -D PF09 'SHOWER DRAIN < < HARDWARE! U < 0 _j Lu --- --- n uJ T uJ WZDICLL � 0 - 0 DOOR & WINDOW NOTES: :D(D GROUP 0 < U < c) �z Lu 0 �.z �,e 0 oz PFIO BATHROOM SINK 112 0 Lu Lo U Dif �z u U-i < < V) u , u Ou Lu u i Lu U 0 : U 0 V) CL CL - 0 Lu > < z z Z 0 V) V) Z u (D V) Z < 0 0 0 PFI I BATHROOM FAUCET 112 uj < I Lu Z � - < Lu Z n z 0 < a-- 1. ALL HARDWARE TO BE TBD BY OWNER w i < V) Z Q Z CL [L 0 < I< Cl- ui �7_ z z UJ : (D o 0 PFJ2 HANDHELD SHOWER HEAD �117 uj > i cl V) < M uj < < C) 7- x : w 0 < 0 < < < < Lu u < cl:� cy) ._ V) �hz uj z 0 0 i — Ow a u 2. DIMENSIONS SHOWN ARE FINISH DIMENSIONS FOR PF13 SHOWER DRAIN 1112 o:: LLJ 04 7- < z < <U.1 V) Lu V) u Lu Lu 3t I ___ ____ -4 ry < I CN 0 0 CL ESTIMATING ONLY. CONTRACTOR SHALL VERIFY ry z z PF14 SHOWER HEAD �112 CL CL z ui V) co EXISTING ROUGH OPENINGS IN THE FIELD. __j V) PF15 SHOWER VALVE 112 (D LL < A 0 B PF16 U111_11Y,�INK 07 3. KEY ALL LOCKING DOORS TO SAME KEY. -- ---- 0 0 ------- .... 0 < 75 PF17 'UTILITYFAUCET 157 C (D ju U- 0 PF18 'SINK 1108 D V�F- 0 uj < E PF19 1FAUCET I U- PF20 WALL MOUNTED TOILET ....... U o w F V) Lo < ---------- ------ Z) G PF21 WALL MOUNTED BIDET 117 T CABINET PANELS AND HARDWARE H O_ ------------- ------- ------------- uz REF 1 DESCRIPTION ROOM#S VENDOR 0 MANUFACTURER MODEL COLOR FINISH L') 2 1 NOTE -- ---------- Z CAOI �i KITCHEN CABINETS 105 K 0 0 -------- < u CA02 POWDER ROOM VANITY 1108 u ',CHED. ------ SCHED. 'UTILITY CABINETS 10 Lj= < CA03 u z Lu LEAF TYPES 1 6" 6" 6" 6" 6" CA04 BATHROOM VANITY 117 0- < ----------- V) SCALE:NO SCALE SCHED. SCHEID. m 0 ui CA05 BATHROOM VANITY :112 v; SCHED. w 8" SCHEID. 5" 5" 8 o6 00. bo HWO 0 I CABINET KNOBS AND PULLS 105 4" 4" 0 2 5"2 5",; T - --------- —------ - --- ----------- uj HW02 CABINET KNOBS AND PULLS 108 0 C-41 ------------ --------------- C.'4: ------- -------- ---------- HW03 CABINET KNOBS AND PULLS 1107 < ---------- Lq D HW04 CABINET KNOBS AND PULLS 117 TEMPERE TEMPERED GLASS H\A105 1 CABINET KNOBS AND PULLS 112 GLASS --TEMPERED TEMPERED ------- ------- ------- LOUVERS GLASS r) HW06 1 GLASS SHOWER ENCLOSURE HARDWARE 117 GLASS ul! ui i uj! Lu; Lu Lu! BATHROOM ACCESSORIES T_ u u u U RO #S VENDOR MANUFACTURER MODEL V) COLOR FINISH NOTE REF DESCRIPTION V, BAOI MIRROR 117 5 5 BA02 TOILET PAPER HOLDER 118 Lq BA03 'TOWEL RING 117 C14 BA04 TOWEL BAR 117 BA05 MIRROR 112 A B C D E H BA06 TOILET PAPER HOLDER 112 BA07 TOWEL RING 112 0 WINDOW SCHEDULE -- ----------- BA08 TOWEL BAR 112 SCALE:NO SCALE u D BA09 MIRROR 108 -5, BAIO TOILET PAPER HOLDER 108 0 7-6' 2'-6" 2'-0" 7-6- 2'-6" 2'-0" - -_ /---. " 15 15 BAI I TOWEL RING 108 15 15 ----------- A801 A801," ,A801., A80 BA12 'GLASS SHOWER ENCLOSURE 112, 1 BA13 SHOWER SEAT 117 slm.� Sim. APPLIANCES Sim. REF DESCRIPTION ROOAIPS !VENDOR MANUFACTURER 'MODEL COLOR FINISH NOTE b ...... APOI 'REFRIGERATOR 105 -------------- ---------- 20 AP02 DISHWASHER i 01 A801," AP03 DOUBLE OVEN uj ArU4 KANGE 105 < AP05 COOKTOP EXHAUST HOOD 105 20 20 > 20 uj; U-i A801 A801 A80 I,' AP06 WASHING MACHINE 107 > AP07 CLOTHES DRYER 101, :% AP08 WATER SOFTENER i05 C D - ----------- ------ A B AP09 GARBAGE DISPOSAL 105 WITH DECK MOUNTED SWITCH APIO �HOTWATERHEATER 110? 15 Lu 2'-3" 7-3" 2-3" 2'-3" LIGHT FIXTURES 15 REF 'DESCRIPTION ROO MANUFACTURER Lu S VENDOR MODEL COLOR FINISH NOTE SIM'i -CApo PATTI HARLAN,ASI LIGHTING,904-744-.7000 x3l LFO I UNDER INET LIGHT U NDV-HW-FDC--XXXX-60-ST-N-S-XX INCLUDE Xl-D75-124V-FC DRIVER AND FDC-110 DIM CONTRCL Ln SIM.! ------- LF02 4"RECESSED DOWNLIGHT PATTI HARLAN,ASI LIGHTING,904-744-7000 x3l ELITE LED2-14-02-1 I W-SP-A-W-WH WHITE LED Sim.; PATTI HARLAN,ASI LIGHTING.904-744--'000 x3l LF03 WALL SCONCE 20 20 GOTHAM EVO 35 0 4WR 20 WHITE LED PATTI HARLAN,ASI LIGHTING,904-744-7000 x3l ------ A80 I �,A801,' LF-04 4"RECESSED DOWNLIGHT(WEl LOCATIONS) MAXILUME LED2-1437-60OL-MD-40K--WH WHITE Lu! LED LF05 VANITY LIGHT 108, 1 < 20 > ------ LF06 EXTERIOR SCONCE TYP. 'RESTORATION HARDWARE RESTORATION HARDWARE 'VINTAGE FRENCH LANTERN POLISHED NICKEL F G H L OFFICE COPY GENERAL NOTES ALL-THREAD NOTES EPDXY NOTES a o a o Q 1. CODES USED: 2014 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ALL-THREAD CONNECTORS TO BE 3/8"DIAMETER BARS PLACED AT 6'O.C. IN ALL BEARING1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER EDITION,ACI, NDS,APA AND ASCE?-10. WALLS, UNLESS NOTED OTHERWISE ON PLANS. EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY m GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE 2. ALL-THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE w CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. COUNTED AS PART OF THE DESIGNATED O.C.SPACING. 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE o ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS ARE: o 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO 3. PLACE ALL-THREAD RODS WITHIN 6"TO 10" OF EACH CORNER AND AT EACH INTERSEC ION OF m Q COMMENCING CONSTRUCTION. BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: HILTI HY150, HILTI HSE2421,SIMPSON STRONG-TIE SET OR APPROVED EQUAL. z 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR A. PLACE SHEARWALL RODS(SPECIFIED ON PLANS) IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS a 2 THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED B. PLACE HIGH UPLIFT RODS(SPECIFIED ON PLANS) AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN 0 OTHERWISE ON THE PLANS. C. PLACE CORNER RODS ACCORDANCE WITH APPLICABLE SAFETY LAWS. m o U D.PLACE ALL OTHER RODS. a O 5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 0 w OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. 4. ALL-THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY PSI AND TENSILE STRENGTH OF 2,300 PSI. SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT SYSTEM, OR APPROVED EQUIVALENT. ALL-THREAD EMBEDMENTS FOR SHEAR WALLS AlD HIGH co DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE ASSUMING 2000PSF SOIL CAPACITY. DIAMETER OF THE STEEL MEMBER BEING INSTALLED. 5. WHERE NECESSARY,ALL-THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS 6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, 6. MINIMUM EMBEDMENT OF ALL-THREAD SHALL BE: INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS N WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. LAITANCE, DUST, DIRT,AND OIL. ui 6"-TYPICAL WALLS, MONOLITHIC FOOTING ~ o 7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL 7"-EXTERIOR WALLS,STEMWALL FOOTING 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE z EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND 8"-MASONRY WALLS MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE O NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS w z INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION 7. ALL-THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARES OWN IN PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE w DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL THEIR RESPECTIVE DETAILS ON THIS SHEET. TRAINING SHALL BE SUBMITTED TO THE ENGINEERIARCHITECT ALONG WITH THE PROPOSAL TO TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER DO THE WORK. MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING 8. USE 2"SQUARE WASHERS ON ALL-THREAD AND ANCHOR BOLT LOCATIONS, U.N.O. CONSTRESPONSIBILITY ION THE THE CONTRACTOR.ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIO S, IT IS SHEATHING NOTES ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH 1) ROW Z CONCRETE NOTES OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2)SPH. PLACIE A 112" FOR WALL SHEATHING: Q ANCHOR BOLT WITH 6"EMBEDMENT WITHIN 6"OF DOUBLE STUD GROUP. 1. USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUST BE MINIMUM 24/16,AND NOT LESS THAN - 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST 7/16"THICK. FASTEN WITH 8d NAILS AT 6"O.C.ON EDGE, 12"O.C. IN FIELD. EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOW, IT IS 2. 5/16"HARDI-PANEL MAY BE USED IN LIEU OF OSB.FASTEN TO STUDS WITH 8d RING SHANK NAILS V EDITION,"SPECIFICATIONS FOR STRUCTURAL CONCRETE" ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTTOM AT 6"O.C.ON EDGE, 8"O.C. IN FIELD.FASTEN TO TOP AND BOTTOM PLATES AT 4"O.C. W M BE NORMAL WEIGHT CONCRETE 145 PCF +/- ALL CEMENT SHALL OF THE ROD WITH A 3" SQ WASHER AND NUT. IN LIEU OF THREADED RODS, SEE SECTIONS 3 FOR ROOF SHEATHING: � V N 2. ALL CONCRETE SHALL ( ) AND 5/S5 FOR STRAPPING ALTERNATIVES. cl) CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE %" INCHES FOR 1. USEEXPOSURE 1 APA RATED OSB. SPAN RATING MUST BE MINIMUM 24/16,AND NOT LESS THAN Z Y M FOUNDATcl IONS,AND%4'FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. CONVENTIONAL FRAMING NOTES 7/16S THICK. FASTEN WITH 8d NAILS AT 6 O.C.ON EDGE, 12" O.G. IN FIELD. Z w <Q _j 2. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD O Q U 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. CONDITIONS, BLOCK PANELS AT 12"O.C. U W � Q w 4. 4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. FOR FLOOR DECKING: it O< m VAPOR BARRIER AND TERMITE TREATED SOIL. 1. USE EXPOSURE 1 APA RATED PLYWOOD. SPAN RATING MUST BE MINIMUM 48/24, AND NOT LESS U U 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. THAN 3/4 THICK. FASTEN WITH 8d NAILS AT 6 O.C.ON EDGE, 12 O.C.IN FIELD. Q c Z 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH 4 16d TOE-NAILS. 2• USE OF APA RATED STURD4-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 24" AND Q to z COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% ( ) MINIMUM 3/4'THICKNESS. J UJ MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE Q FOOTING. 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH (5) 8d NAILS It TO THE Q RAFTER AND(5)8d NAILS INTO THE TOP PLATE. 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. ALL CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN 6. FASTEN' F RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO THE RAFTER Q FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF AND(5)8d LS INTO THE SM. CONCRETE REINFORCEMENT" (� 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH(4) 16d NAILS. 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH(12)8dX1-1/2"NAILS. 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", 9. FASTEN RIDGEIVALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 10d NAILS IN VALL BEAM, WHICHEVER IS GREATER. (11) INTO STUD BELOW. 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". 10. 2X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH (6) 16d NAILS. BOTTOM OF o DOLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE FROM THE TOP PLATE TO THE PEAK. � N �� o C w 0 U. 0 N 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; 11. ALL SLEEPERS A TO EXISTING FRAMING WITH 4 16d NAILS A EACH w m o �-c7Cl 10.1. 3"FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH ±�� O 10.2. 2 FOR CONCRETE EXPOSED TO EARTH AND WEATHER INTERSECTION OF SLEEPER AND EXISTING FRAMING. Q 0 FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY 10.3. 1 1/2 O O 12. KNEEWALL FRAMI : FASTEN STUDS TO TOP AND BOTTOM PLATES WITH H3 WITH (4)8d AILS IN � REINFORCEMENT. EACH MEMBER. FASTEN BOTTOM PLATE TO EXISTING FRAMING WITH H6 WITH (4) 8d NAILS IN 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, BOTH MEMBERS. PLAH6 AT 24" O.C. OR AT EACH INTERSECTION OF BOTTOM PLATE AND INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE EXISTING OR CEILING FRAMING DETERMINED FROM FOUNDATION PLAN,CONTACT THE ENGINEER OF RECORD. 12. STEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF RIDGE BEAM.SEE PLAN FOR DEPTH AND PLIES. W STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT. 13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEMWALLS, THE TOP TWO COURSES OF ROOF RAFTER 0 STEMWALL MUST BE FILLED. 14. -- - - -- ROOF RAFTER AT REAR PORCH J F RAM I N G NOTES 2x6 SYP COLUMN FOR RIDGE/VALLEY BEAM SUPPORT,NUMBER OF PIECES IN 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2014 FLORIDA BUILDING COLUMN EQUAL TO NUMBER OF BEAM PLIES. FASTENED PLIES TOGETHER WITH CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD • (1)ROW OF 8d NAILS AT 12"O.C.FASTEN BEAM TO COLUMN WITH(2)MSTA24,ALL w CONSTRUCTION. HOLES FILLED WITH 10d NAILS.FASTEN COLUMN TO TOP PLATE OR LVL BELOW LL 1 � 1 WITH(2)MSTA24,ALL HOLES FILLED WITH 10d NAILS. 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. ALTERNATE CONNECTORS ARE LOAD TABLE COMPONENT AND CLADDING w 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. AL ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. ROOF: DESIGN PRESSURES LIVE LOAD: 20.0 PSF 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE DEAD LOAD: 7.0 PSF EFFECTIVE INTERIOR ONES, TREATED. AREA, SF END ZONES, PSF PS CEILING: 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. LIVE LOAD: 0.0 PSF 0-20 24.4 -32.0 24.4 26.6 OpN LIVE LOAD-STORAGE: 30.0 PSF _C Cto -4 cw 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. DEAD LOAD: 5.0 PSF 20-50 22.9 28.8 22.9 25.3 d� v 7. DIMENSION LUMBER FLOOR: 50-100 21.6 -27.2 21.6 24.0 av a ca 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS LIVE LOAD: 40.0 PSF 00 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. DEAD LOAD: 10.0 PSF 100-200 20.8 24.4 20.8 22.9 p U-U- 7.3. 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH DECK LIVE LOAD: 50.0 PSF U SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF p RECORD. THE JOS IT HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND WIND LOADS: N LENGTH PER THE DETAILS. WIND SPEED: 130 MPH v N m J EXPOSURE: C U. 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED IMPORTANCE: 1.0 s BELOW: BUILDING CATEGORY: 11 x c �Q 12 o m ENCLOSED BUILDING: m 8d=0.131"x 2-1/2" INTERIOR PRESSURE co � = o0 10d=0.148"x 3" COEFFICIENT: 0.18 Ir- M c MATCH EXISTING Cl N N 12d=0.148 x 3-1/4 ROOF PITCH: 16d=0.162"x 3-1/2" 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN ��� Q�0o(,E N••'•�9���i AND/OR THE FOOTING DETAILS SHEET. 0.0 O. 3 . to 10. CONVENTIONAL FRAMING LUMBER IS 2x N0.2 SYP UNLESS NOTED OTHERWISE. CI t S ON A C3EOF P.E. OFFICE COPY X16 Sheet No. REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL. somol REQUIREMENTS AND CONDITIONS REVIEWED BY: Inil1v DATE.-.1 C' 1 OF 6 a. C) w 99'-10 1'► 9 w 2 cc 0 10 z 61-61' 4'-114" 70 12'-41 LO 3 < 4 4 44'-3f'- 23 74 It z r —————————————————————————— E ———— ———————————————————————————————- Z L)--------------- — ----------------------- 0----- ,------------------- r------------------------------------------------------------------------------------------------------------------------------------------ ------- ------- I— ————————————————————————————---————---———————————————---—————————————— -------------:---------------------—------------------- 0 31 a. 0 ————————————— ———————————————————— Ix &A. C.) a L------ ————-- co W ------- -------- w D L---------------------------- (10 F :j co------------- 2 r2 Co IN -IN -1 N N 2 _o 1 z 0 -Vol ��_o I > d 61-41" 3 w Z 23-4" 74 6-2 -1244" II 1 0F_ L S1.0 L 214"t C14 04 ------------- �- — _i— —i ; I I I ; ; TJ—r_ 2 61-061 ; I B I ; 1 I ; 1 11, I ; I 0 I i I B 3 1 11 2" 21 S1.01 2'-11" 5'-0" cn Nc1*4 C-4 41 CIO I it I i � _ I I , r--=� , ; I I ; � I W Q LL c* 0 _j I � I � � I i � ; L A -- q _j ------------ C/) < 2� L Q .� \'S1.01/ __j L cl) ULJ 0) 1111- 1 1 1 /"�2 0 2 04 1-911 0. 91-041 < _911 91-0" 911 [*­ z \Sl.01 S1.01 Go to 0 c) u) e 23'-0" 00 24 I ; I ; I j f li 1 < L—————————— -61-611 10 31-71" 2 4 -—————————— —-- O ----- --------- F---------------- r----------------------------------------- ____----- i 3 ------------------------------- ----------I L-------------------- --- --------------------- _j ---———————————————————- ——— ————————————————— ——- r------------- L r---------- r2 \U, S1.01 co 3 C) N 5-6rj I Q I U- IN -60 020 r4. 3: w L m C11 CL 0 19'-7 2 29-74-, % 4 ---UF I F----Z I Y2 01 3. or I i 4 im I 's 1.0 1� I V1I I I I Z < - I ' I I ; I I I I ; I --� /2 2 I it S1.01 -144 .01 S1.01 I � I z j I ; I 2 I I I � I O L-——————I—————— L----- S1.0) -------------------==4 MT < Till ------------- - ------------------------------- --------------- L------------------------------------ --------------------------------------------------------------------- -------------------------------------------------------------- 1% % z L------------------ -------------------------------- ----.---•-------------------------------.-------..------ 10'-17.) 0 2 65'-0,-Ito J. 24'-&2" 2 LL 99'-102" 2 OUNDATI ""N PLAN w C4 cm LO 1/4"= V-0" S cf)w a. 8"x8m THICKENED EDGE WITH 75 (1)#4 CONTINUOUS 0 .20 CONTINUOUS BOND BEAM WITH 3000 PSI 30mx3O"xl2"DEEP FOOTING u-9: CONCRETE AND(1)#5 BAR CONTINUOUS BOND BEAM WITH 2:iOO PSI , B) WITH(3)#5 BARS EACH WAY FINISHED GRADE CONCRETE AND(1)#5 BAR 04 C4 FIBER REINFORCED CONCRETES_AB,4" FIBER REINFORCED CONCRETE SLAB,4" THICK UNLESS NOTED OTHERWIS ON U_ THICK UNLESS NOTED OTHERWISE ON PLAN. m PLAN. X 0 4) LD m VARIES WITH GARAGE SLOPE 8"X16"CMU STEMWALL, MAX 6 CO RSES. < co c" 8"X16"CMU STEMWALL, MAX 6 COURSES. VERTICAL REINFORCEMENT TOB #5 r> VERTICAL REINFORCEMENT TO BE#5 17_1 I DEFORMED BARS AT 48"O.C. FILL '�%#ELLS o040 C4WITH 3000 psi CONCRETE. DEFORMED BARS AT 48"O.C. FILL CELLS C) to co WITH 3000 psi CONCRETE. @ ONE STORY: d=8", b=16", (2) BARS ONE STORY: d=8", b=16", (2)#4 BARS L_=J I i— %% WAYIVe THREE STORY: d=12", b=24", (2)#5 BARS THREE STORY: d=l2", b--24", (2) 5BARS TWO STORY: d=10",b=20", (3)#4 BARS TWO STORY: d=10",b=20",(3) 4 BARS G go % 2 *%go VERTICAL REINFORCEMENT TO HAVE 9" VERTICAL REINFORCEMENT TO HAVE 9 do TrOM AND BE EMBEDDED 4" 80 6 MIL VAPOR BARRIER OR EQUIVALENT BEND AT BO ;S BEND AT BOTTOM AND BE EMBEDDED 4" INTO TOP COURSE. INTO TOP COURSE. _�!l"Ll WATERPROOFING BETWEEN COMPACTED ;ZZ: 00 1—b SUBBASE AND FOOTING/SLAB oz FOOTING TO BEAR ON FIRM UNDISTURBED FOOTING TO BEAR ON FIRM ONE STORY: X 12"WITH(2)#4 SOIL. UNDISTURBED SOIL. TWO-STORY: X 16"WITH(3)#4 ,�.% THREE-STORY:X=20"WITH(3)#5 STEMWALL FOOTINGPICAL STEMWALL DETAI . NTERIOR BEARING FOOTING Sheet NO. 3/411 1 1-011 2 3/4" V-0" 3/4" V-0" OFFICE COPY Sl'02 .01LZV-01Lk3 -Voll'i-1 701-11 = 7"'y0314- .GARAGE 3/4 OF 6 a � Q O FRAMING NOTES AND LEGEND m TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP,UNO. w STUD MATERIAL: 2x No.2 SPF, UNO. o wwc � o 1 HEADERS: a 1 2 S3.01 ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, z S3.01 2 UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148"X m g 63.5') COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO E O A VolS3.01 N-0 1 1 MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE z p v B S3.01 _ - -- THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. o a O "- - - -- - -- -- -_-- -- '§ (2)2x6 (2)2x6 1:1 �� (2)2x6 1:1 (2)2x6 1:1 HEADER NOTATION IS: CO) uj (2)2x12 M (2)2x10 1:2 2)2x6 1:1 k o co CO) t: NUMBER OF PLIES IN HEADER C NUMBER OF KING STUDS (2)2x6 1:1 Dj K (2) 2, x6,2:1 `° 6 � C> N _ cn (2)2x6 1:1 L w Cl 2 NUMBER OF CRIPPLE STUDS S3.01 z (3)2x12 SIZE OF DIMENSIONAL LUMBER z o .01 EZ SHEAR WALLS: ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE z 4 �I 7TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC S3.01 THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED 4 4 ;---------- -------- --- --------�- -- - BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, S3.01 U1 T30 BALLOON FRAMED WALL FOR GABL END. S3.01 ``.` (2)2x6 1.1 6 ARE NOTED ON THE PLAN. B \§3.01)T48 §3.01 U1 T48 Z sw -#/ SHEARWALL LOCATION 0 " (3) 1.75"X11.25"2.0E G-P LAM LVL WIT 2X6 (3)2X6 1.75"X5.5" SEE DETAILS FOR FASTENERS SEE TRUSS DETAILS FOR1.75-X5.5" __ -- (3)2X6 1.75 X5.5 FRAMED WALL ABOVE.SEE SECTION. 2.0E LAM STUDS , T48 BEARING BLOCK AT 2.0E LAM STUDS S UNDER LVL (2)�2xS 2t 1 i '� N ---- (2)2x6 1:1 U BEARING. 7 UNDER LVL S3.01 s - - j SHEET NUMBER W -IVO 1 _ _ DETAIL NUMBER �- N Z ch SHEAR WALL DESIGNATION � W Q J Z 0 O � , O J - � PORCH/GLULAM BEAM J (2)2x12 2:2 (2)2x12 2:2 (n �/ �( m g \ HIGH UPLIFT DESIGNATION. U (3) 1.75"X11.25" a ��� EZ # Q 2.0E G-P LAM LVL O w (2)2x8 2:1 2 3 3 O co Z E N 16 ;, S3.01 ST-# DETAIL NUMBER S3.01 S3.01 � S3.02 _ -� U F- f d SHEET NUMBER Q = Q �i TRUSS/BEAM LABEL Q v c --- UPLIFT CONNECTION (2)2x6 2:1 U INTERIOR BEARING WALL A Y-10011 0 - -- - --- - S3.01 1-STORY THREADED ROD (2)2x6 1:1 - (2)2x6 1:1 `O) ==�2)2x6 1:1 NG CLASSIFIED AS END ZONE. cm _ . . LAZI C .- ___. r E (4-2X8-4.2' M1 " '� m EZ ADI OTHER GLAZING LOCATED ON EXTERIOR OF N (2)2x6 1:1 _ CO) STRUCTURE WILL BE CLASSIFIED AS INTERIOR O m N s A ZONE.SEE COMPONENT AND CLADDING DESIGN 3 w m C9 a O m o � BALLOON FRAMED WALL FOR GAB END. � " � � p- BALLOON ES,"ON COVER SHEET. o v Q o _ R PRESSURES," O r �- y -. - GABLE BRACING LOCATION. co i - - x6 1:1 2 2x8 2:1 � � (2� 2 o w O (2)2x6 1:1 w Q - y J ? S3.01 Lu l ' VERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF90 ••J Q �' A STUDS EQUALS THAT OF BEAM PLY,MIN 2 STUDS. FASTEN BEAM TO W J Z p ; -- STUD GROUP WITH(2)MSTA24. FASTEN STUD GROUP TO FOOTING p H -- WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS --� O F 6 WITHIN 12"OF BEARING, NO LTT20B IS REQUIRED. W m m 1 S3.01 PLACE 6x6 POST UNDER BEAM BEARING.FASTEN BEAM TO POST J S3.01 ` B WITH(2)MSTA24.FASTEN POST TO FOOTING WITH ABU66. USE 10d Z j , ` ` rNAILS IN ALL HOLES. 2x6 1:1• (2)2x6 1:1 i ' EZ EZ (2)2x6 1:1 !2) 2xs N0.2 SYP LEDGER _ � / � C • FASTEN TO EACH STUD/TRUSS VERTICAL WITH(3) 1/4"X4"WOOD 2 1:1 02x6 1:1 (2)2x6 1:1 (2)2x6 1:1 SCREWS (2)2x6 1:1 (2)2x6 1:1 (2)2x6 2'1 (2) 1.1 O • FASTEN TO BAND BOARD WITH(3)ROWS OF 1/4"X4"WOOD u. SCREWS AT 16"O.C. LL EZ SHEATH PORCH BOTTOM CHORDS/CEILING JOISTS WITH 7/16"OSB EZ 2 2 D FASTENED WITH 8d COMMON NAILS AT 6"O.C.ON EDGE, 12"O.C. IN S3.01 1 FIELD. 1 S3.01 S3.01 S3.01 V co to C �w Cf �� C w Q (L U 75 w co 0 o o IRST LEVEL WALL PLAN U1/411 1 1-091 LL LL 8 0 N V M N J 'p 3 u- C cn t N m co a c ■ o Cfl -2 M C .- N CO) a N oc'�5v U cc i rn 1111 44 1i '9 210 593 •.0 40 ' �'44/ �: o % • a. _. 7-2x16 Sheet No. S2001 OFFICE COPY 3 OF 6 a CL O a • c� m � ,C) w w o � cfl � CONTRACTOR TO FIELEC 4 DETERMINE BEAM EL ATIONS z DURING CONSTRUCTIO 4. m � � g Z O T31 z o CL 0 77 nii F- ini F- iIIi F- nii F-� ii : iim �, �t�'1 Il�t u� nit IIS Il�t nit nit n�i- n� nit n� I cl, V'IIqq Itm I 1 111 V IN 1104 IIT! nN 11041 N 11 th ii~ ~�� ~ii'------ -------------------------------------------------Ii ![!�i I� �1 IIII IIII IIII IIII IIII ",1. 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II 11 11 t1 n 11 u n r+ I II 11 11 11 n C II Il ;i II II 11 II II 11 11 11 tl 11 II 11 II 11 I it I! CONVENTIONAL FRAMING RAFTER SIZES SHOWN ON PLAN. II1111 S3.01 ( 11 it II 11 n u tl n u 11 II n i U NOTES FOR SPECIFICATIONS. - _ _ _ ALTERNATE RAFTER SIZES II n u n u II n n i1 n tl n n n 11 it ' I - ---- -_____� II II 11 11 rl II 11 it II 11 tl � II 11 II II II I r - u n n n n n n n n n Ii n n n n u I j j l i i i PROVIDED IN TABLE BELOW. u n u n n n n n n n 11 n n u n u i 1 ; M n n n n II tl n 11 II n 11 n n 11 II u U N 1 II _ i ]Z412 iL 11 II 11 11 11 11 11Z YMII 11 II II 11 11 11 I'I { II 11 11 11 II III II LLII II kI 11 11O111 �E II II 11 11 kl rl 11-- t- - - / / n--- Ir---- T------r------Ti---- -ir-----rr-- ►I�� i' X •,Q x � __1L-____LL--__-1J___-_1L____�LL _� _1L_--_-u__---_L_____1L_-_--LL: _-_` /w V) W OD i `I I - - - - - - - - �6 O - i` - -OD- T41'415- - D ------= -------�- V♦) �/ O m III •C N— 9'-O„ 'w U _U ' co p �C ,` z O O ---- r? 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II 11 II 11 II I 2 2 2 I 11 11 11 II II 11 II II III 11 II II 11 11 II ' II II 11 II II II ' s O Q 1fl I I II II 11 II II II 1 II II III � ��- i I II II II II II II I tl II III $ c 11 II II II 11 II 1 II 11 11 II II II I II If 111 If 11 11 11 11 1's i n i I II 11 II II II II I 11 11 II _ _ ________________ __-__ ______ II II 11 11 I ---------__=_ ----- ----- -*------ ---------------- ----- ---- ----- II 11 1 11 II W < II If 11 11 I II 11 11�---- � - - ,a ----------- -- _�-- "•�- t1 II 11 11 II tl 1!� rl 4 1 y I II 11 II II II 11 I' I II II 111 T13 11 11 11 I!� S3.02 11 II II II II II I - - II II II 11 II II ,;i I II 11 III I _ I II II II It 11 II 11 11 III I II II II 11 11 II 11 II I1� ----- ------------3--- -- ------------- --s---------- ------ s If 11 ------ --- ---------------- -- ---------- ------1 H ) > + 2 2x6 2:1 Iz i�; II I I I I I I I I 11 I 11 I I III I I I 1} II 11 II II 11 11i ' 1 i '1 II II II II II 11 FI 11 � II II 11 11 II II 1 1 IA tl II II 11 II II II I1 it 111 1 I ------------------ ---------------- ------------- +r------ ;II II II II II II I i II II II If II 11 _�I tl II 1 =----------------- ��_________________ ------------------____ ---------------- -------------_ ��------ ': ----------------- r--.— I II II II II II II I If II I 11 II II II II II 11 II II II 11 II I 11 II I�1" 1 1 I , II II 11 11 11 II I II +T- FII { d it 11 11 ii ii = { I t I Ili 11 II II H II _ it a 11 n n 11 1 n tl In II _ , II II If II 11 II II I II II I -_-----s__------- -------------------+ _------------�--- ------ -- 14 O I II II II II II IIS I 11� ao 111 10 ----- ' I IIN IIN IIN 11� II•�t II ISO 11 11 / ' +'IIt)� H0) 110 110 11 11 iio I 53.02 O I IIO 110 I1O Il0 IIO IIO I0) 110 O 110111 IIr' IIi•• IIN 11N IIN 11N 1 (2)2X6 1:1 (2)2X6 1:1 F- I 111- 111"` IIF- 11 F- III- IIF- IF- IIF- F-I I H I1" k IIF- IIF- IIF- IIF- 1 _ - -_ - -------- - - - ------- ----- - IIF- nF- W -- -- -- I __�— ---- T09 CD LL 11 S3.01 CUPOLA PLAN _ CUPOLA ROOF PLAN 1/411= 1'-0" 1/4' = 1'-0" c tt i o — rnti CUPOLA DIMENSIONS *4& DETERMINED IN FIELD. a v _ OOF PLAN ca ca 1/4'= 1'-0" sr L 0L o LL LL U U U 04M 3 W C w q_ CONVENTIONAL FRAMING CEILING CONVENTIONAL FRAMING - ROOF a y m m = 00 MAX CEILING SPANS WITH 10 PSF LIVE LOAD, 5 PSF DEAD LOAD, MAX ROOF SPANS WITH 20 PSF LIVE LOAD, 10 PSF DEAD LOAD, o o AND 1.00 DURATION FACTOR AT 24"O.C. AND 1.25 DURATION FACTOR N o t"• GRADE, GRADE, O CO 3 ari SYP No.1 No.2 SYP No.1 No.2 J1 1#1 SPACING 16" 4., 1 ,� ��00 W mmI �*.*i i Z 6 24 SPACING 16 24 16 24 ��Qr� E 1115 •'9 ,'i�� 2x4 11'-3" 9'-10" 10'-9" 9'-3" 2x6 14'-1" 12'-3" 13'-5" 11'-0" :Oki• 'QZ •�� 2x6 17'-8" 15'-6" 16'-11" 13'-11" 2x8 18'-6" 16'-2" 17'-1" 13-11" = *• • • i/ • •• 2x8 23"-4" 20'-5" 21'-7" 17'-7" � 1-0 2x10 23 -2 18-11 20-3 16-6 � • �,�, � � 2x10 26'-0" 23'-11" 25'-7" 20'-11" 2x12 26'-0" 22'-6" 23'-10" 19'-6" %% �� i•/tq Sheet No. S2mO2 OFFICE COP'S 4 OF 6 pV a C7 j 2 i w I 7/16"OSB ROOF DECK FASTENED TO SEE PLAN AND TABLE BELOW FOR c w > FRAMING WITH 8d RING SHANKS AT 6"O.C. EDGE OF ALL THREAD WASHER MUST ' -- TRUSS TO STUD GROUP FASTENING. O.C. . BE WITHIN 3"OF THE HEADER KING ON EDGE AND 12" IN FIELD • STUD,TYP BOTH SIDES OF OPENING. EDGE OF ALL THREAD WASHERFOR ALL UPLIFT CASES, INSTALL 2X z MUST BE WITHIN 3"OF THE w HEADER KING STUD TYP BOTH ' SYP STUD GROUP UNDER TRUSS AS m H2.5A TOP PLATE TO GARAGE HEADER Z p TRUSS TO TOP PLATE CONNECTION ' SIDES OF OPENING. INDICATED ON FRAMING PLAN. WITH 10 8d NAILS FOR UPLIFTS LESS CONNECTION:SIMPSON SPH AT 24" j z O v NUMBER OF STUDS TO EQUAL THE ( ) IL i O.C.WITH(12) 10dX1-112"COMMONS. NUMBER PLIES IN THE TRUSS,WITH a O THAN 600 LBS.(2) H2.5A WITH(10)8d NAILS EACH FOR UPLIFTS LESS THAN 1200 LBS. ; F' MINIMUM OF TWO(2).FASTEN STUDS v w TO EACH OTHER WITH 12d COMMONS w D co AT 8"O.C. TOP PLATE TO KING STUD (2)2x6 NO.2 SYP TOP PLATE FASTENED CONNECTION: (2)SIMPSON SPH WITH --- WITH(2)ROWS 10d AT 16"O.C. (12) 10dX1-112"COMMONS AT EACH ! t STAGGERED. MINIMUM 24"LAP WITH(12) N0.2 SYP HEADER,TYP. SEE END OF HEADER. 3 FOR U1,ALL-THREAD INSTALLED SUCH o i ! PLANS FOR SIZE, PLIES,AND S THAT EDGE OF WASHER IS NO MORE ti 10d IN LAP. NUMBER OF KINGS AND CRIPPLES. THAN 3"FROM STUD GROUP.WASHER ALL THREAD CONNECTORS.SEE IS 3 SQ. I f c o ALL-THREAD NOTES FOR INSTALLATION co GARAGE DOOR HEADER.SEE ; p SPECIFICATIONS, SPACING AND -= I FRAMING PLANS FOR SIZE AND EMBEDMENT. I PLIES. i i w z •- FASTEN 7/16"OSB W/8d @ 6"O.C.ON KING STUDS&CRIPPLES: (6) 16d 7 I EDGES, 12"O.C. IN FIELD. I BETWEEN ADJACENT KING STUDS FASTEN ADJACENT STUDS W/(2) AND CRIPPLES. ROWS 10d COMMON NAILS a@ 8"O.C., O i STAGGERED. FASTEN 7/16"OSB TO I `i. ' EXTERIOR OF RETURNS&ABOVE 2x6 SPF STUDS AT 16"O.C. DOOR W/8d @ 3"O.C.ON EDGE, 12" O.C.IN FIELD. { FOOTING BELOW. s PLACE 1/2"ANCHOR BOLTS PER � ± , O N 2x6 NO.2 SYP PT BOTTOM PLATE.APPLY j THE TYPICAL WALL SECTION. F U U2 �„�3 Z M 1/2"ANCHOR BOLTS WITH 6"MIN I LL EMBEDMENT AT EACH SIDE OF BOTTOMZ LTTI31 FOR GARAGE HEADER Q PLATE SPLICES. CRIPPLES.ALL HOLES FILLED WITH Q V 10d NAILS. CONNECTION SCHEDULE O w � W a i aT—.i i— W i ! GARAGE SLAB UPLIFT NAILING < U O � UPLIFT "— �' _ RANGE CONNECTOR PATTERN tp DESIGNATIONO(,od coo► ti Z � urs U 1 1200-1450 HTS20 20 Q oa ° ° U2 1450-2900 (2) HTS20 _—. 20 IN a { — -- EACH STRAP U3 2900-3965 MGT22NOTES ,y x E i - - -! rt v SEE FOUNDATION PLAN FOR FOOTING - _-77L-`7--­ i—El-- - --_ — 8 -THREAD FOR MGT CONNECTION TO SLAB. EMBED ALL-THREAD 12"INTO FOOTING. SPECIFICATIONS. — — — 1 USE 5/ ALL I i TYPICAL HEADER FRAMING DETAIL 2. USE(2)3/4"ALL-THREAD FOR HGT CONNECTION TO SLAB. EMBED ALL-THREAD 12"INTO FOOTING. 2 3/4"= V-0" TYPICAL GARAGE OPENING DETAIL- TYPICAL WALL SECTION NOTES , " �GH UPLIFT CONNECTION - ATC 1 3/4"= 1'-0" 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO ADDITIONAL 3/4 1-0 4, CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES, KINGS OR TOP PLATE. 3/4" 1'-0" V c N T N <._ ca N. -- SW SEE TABLE BELOW FOR SHEAR WALL HOLD DOWNS.SHEAR WALL 7/16"OSB.SEE TYPICAL WALL SECTIONS FOR ' I ANCHORS TO BE WITHIN 3"OF SPH WITH(10)8d AT 24"O.C. IN FASTENING. 1 14 DOUBLE STUD GROUP.3"x3"SQ HEADER, MINIMUM(2)PER HEADER WASHER AT TOP OF THREADED i ROD HOLD DOWN. t i TRUSS COMPRESSION WEB TO BE BRACED.SEE • • • • Q TRUSS ENGINEERINGY OTHERS FOR LATERAL s '� NO.2 SYP HEADER,TYP. SEE BRACE LOACTIONS. _ __ PLANS FOR SIZE, PLIES,AND NUMBER F KINGS AN CRIPPLES. _�' i o U O G D CR LES W ROOF TRUSSES 7/16"OSB FASTENED TO FRAMING i i � 4 W/8d AS SHOWN IN THE TABLE ! ! 1x4 No.3 SYP X-BRACE APPLIED TO FRONT FACE OF I FASTEN BRACE TO BOX FRAMING BELOW CRIPPLES TO HEADER WITH BRACED WEB, FASTENED TO EACH WEB WITH(2)8D WITH(2)SDS25300. i MSTA12 WITH(6) 10d IN HEADER,(6) ------- — — ------- NAILS. i 1 F-- 10d------ ------ --------- --------- --------- - - ---- IN CRIPPLE Z i ------- ------- ------- 2x4 No.2 SYP BLOCKING AT 12" 1x4 No.3 SYP LATERAL BRACE APPLIED TO BACK O.C.FASTEN TO BOTTOM CHORD ! '✓ =�' % / FACE OF BRACED WEB WITH(2)8d NAILS..SEE OF TRUSSES WITH(3) 10d NAILS. HEADER KING STUDS ARE TRUSS ENGINEERING FOR LATERAL BRACING , ACCPETABLE AS SHEAR WALL n/ i LL LOCATIONS. IF LAPPING IS REQUIRED, LAP AS 2x6 BOX FRAMING WITH STUDS END STUDS SHOWN OVER(2)TRUSSES. U. AT 16"O.C. SHEATH WITH�"OSB. , _ 's KING STUDS&CRIPPLES:(6) 16d r , BETWEEN ADJACENT KING STUDS BRACE FASTENS TO FOUR TRUSSES.APPLY + INSTALL DOUBLE STUD GROUP i o � AND CRIPPLES. BRACE AS CLOSE TO 45 AS POSSIBLE. AT EACH END OF SHEAR WALL. I i FOR DOUBLE SHEAR WALLS, USE (4)STUDS. I I �N ERMANENT TRUSS BRACING WALL BUNIO%CING DETAIL f ; _ to N ,�_ 6 Wa 73/4 11 -0 w + 314 - 1-0 aU a 75 co co M -D:C { 1/2 ANCHOR BOLTS AT 24"O.C. BETWEEN SHEAR WALL ENDS. ALL CRIPPLES TO BEAM BELOW U °LL „ WITH MSTA12 ALL HOLES FILLED ai i EMBED 8 MINIMUM AND USE 3 SQUARE WASHERS. ' WITH 10d NAILS. o vh I L V M 7/16"OSB FASTENED TO FRAMING W/8d AT 4"O.C. ROOF RAFTERS.SEE PLAN. .' ' ° ° w J ON EDGE,8"O.C. IN FIELD. c W � BLOCK SHEETING EDGES WITHIN 4"OF GABLE END. (2)2x TOP PLATE PER BEAM BELOW. °� m c 2x4 SYP OUTRIGGER AT 24"O.C.CLIP TO BALLOON SECTION 1/S3.01 i i 1 Q � m FRAMED TOP PLATE W/SIMPSON H2.5 W/(8)8d " SHEATHING. "' 7116 OSB WALLS co '> COMMONS. c 0 i N p Y N BLOCK BETWEEN OUTLOOKERS. 7/16"OSB ROOF DECK. SHEARWALL SCHEDULE U O M � � GABLE TRUSS TOP CHORD SHEARWALL EDGE SPACING SHEARWALL ANCHOR SIZE ,,w111111/11�,, 0.1 2x4 No.2 SYP X-BRACE.SEE PLAN FOR LOCATIONS. R ROOF DESIGNATION ed NAILS ANCHOR AND EMBED TYPICAL HEADER DETAIL - ON BEAM ,, WAYI 2X4 LEDGER FO DEPTH ���Q�,�•''��••'' EXTEND BACK 8 FROM GABLE.ATTACH TO GABLE DECKING.SEE LEDGER 10 3/4'1 E IV AND TRUSS VERTICALS W/(3) 16d. WHERE TRUSS FASTENING NOTE"C". SW 3"O.C. 112"ROD 1/2-, 12-DEEP VERTICALS DONT EXIST APPLY 2X4 No.2 SYP SW2 2"O.C. HDU8-SDS2.5 7/8", 12" k/• 2m VERTICALS WITH(3) 16d COMMONS AT EACH 2X6 STUDS AT 16"O.C. _ INTERSECTION OF PROPOSED VERTICAL AND — *• EXISTING TRUSS MEMBER. R STUD TO 1."(2)"DE NATION IN THE TABLE REFERS TO BOTH FACES OF WALL BEING SHEATHED. 7/16"OSB ROOF DECK '• �� SECOND FLOG S L-BRACE AS SPECIFIED BY TRUSS MANUFACTURER. BEAM: MSTA24 AT 32"O.C. 2.5116"HA DI-PANEL IS ONLY PERMITTED IN LIEU OF THE 7/16"OSB ON EXTERIOR WALLS IF SHOWN ON 2x4x8'SYP LATERAL BRACE AT 48".APPLY(2) 16d WITH(26) 10d NAILS. THE FRAM PLAN. •o" ,` THROUGH DIAGONAL BRACE INTO EACH CEILING ��1�� •� JOIST. TRUSS T37 3.OPENIN IN SHEAR WALL SEGMENTS ARE PERMITTED ONLY IF SHOWN ON THE FRAMING PLAN. ROOF RAFTERS. SEE PLAN SHEAR W NAILING PATTERN MUST BE PROVIDED ABOVE AND BELOW OPENINGS. FOR SIZE AND SPACING. Sheet Nk-/ FASTEN LATERAL BRACE TO GABLE BOTTOM CHORD LVL.SEE PLAN. WITH(2)SIMPSON H2.5 WITH(8)8d. GABLE TRUSS TO WALL WITH SIMPSON MSTA12 WITH 4.SHEAR SECTIONS ARE NAILED AT 6"O.C. IN FIELD WITH 8d COMMON NAILS.SEE TABLE FOR (2)2x N0.2 SYP TOP PLATE. (10) 10d AT 48"O.C. EDGE SPA NG. y SEE SECTION 1/S3.01. SECTION- MBLY DETAIL AVE SECTIONSHEAR WALL ASSE OFFICE CORY 0NG DETAIL - TRUSS 3/4"_V-0" "_ ,_ " 1 1 3/4" 1'-0"ABLE BRAC3/4 , 0 6 314"= 1'-0" 5 OF 6 I{ a c!) W ROOF RAFTERS.SEE PLAN. o w > 7/16"OSB ROOF SHEATHING. o � o (2)2x TOP PLATE PER Q SECTION 1/S3.01 z w 7/16"OSB WALL SHEATHING. UPOLA STUD TO BEAM: z O 0 ROOF RAFTERS.SEE PLAN STA24 AT 32"O.C.WITH v 26) 10d NAILS. 2X4 LEDGER FOR ROOF (L O DECKING.SEE LEDGER ii u- (2)2x TOP PLATE /16"OSB WALL " ., C.)HEATHING. FASTENING NOTE"C". w co 7/16"OSB ROOF DECK. a co 2X6 KNEE WALL STUDS /16"OSB ROOF DECK. FASTEN EACH END WITH 2X6 STUDS AT 16"O.C. SDWC15600 TRUSS T17 m d VL.SEE PLAN. SECOND FLOOR STUD TO `„ j TOP PLATE WITH SDWC 15450 7116"OSB ROOF DECK. coa[ 0 2X4 SLEEPER SEE CONVENTIONAL FRAMING FIRST LEVEL WALL. SEE co NOTES FOR RAFTER TO TOP (2)2x TOP PLATE � _ N SECTION 1/S3.01. z PLATE FASTENING. ROOF RAFTERS.SEE PLAN. (2)2x6 NO.2 SYP TOP PLATE SLIDER BEAM.SEE PLAN ' 2X8 SLEEPER 7/16"OSB WALL SHEATHING. SECTION SECTION RAFTER TOWALL SECTION Z 12 3/4"= 1'-0" 13 3/4"= 1'-0" 14 3/4"=1'-0" 3/4"= l'-0" O U W N FZ Y M � W Q o LL O co Lu Cn U U TOP PLATE. Q o ! 00 00 O U F- WALL HEADER.SEE FRAMING Q = Q PLANS FOR SIZE AND PLIES. x x x Cn NNW- Q x = O E 1'-4"MIN 1'-4"MIN i 1 _ `. (o 0 04 FASTEN ADJACENT STUDS W/ \ \ , ter \ �LL �� O� N � (2)ROWS 10d .. 8"O.C.,STi► w C9 m o O U Q 4"OSB SHEATHING. FASTEN A TO STUDS,PERIMETER OF E BEAM,AND TOP PLATE WITH SEE ARCHITECTURAL e 8d NAILS AT 4"O.C. J f � „ W HTT5 AT CRIPPLES, 5/8"X8 ANCHOR \ / FINISH GRADE 'zz z x x x _ L h p ! I{ / \ / co N P RTAL FRAME CD r- MLo 16 3/4"= 1'-0" aU 0 00 a� T 53 U M Xm 110, LLv N m m Q co o co -a — Cl 10-1 C o04 IV O Mca 10 WAY F N i .` 4&(��''\.�G F . WOW O� 5 •2 x x x x40 - *: - v •�- 'tv �% 1010, 07- 6 Sheet N S3mO2 OFFICE 6 OF 6