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328 5TH ST - ARCH DRAWINGS
{ Duval County Wind Speed Lines SHEET INDEX HANDRAIL AND GUARDRAIL NOTES ID Name PER THE 2004 FLORIDA BUILDING CODE,BUILDING,CHAPTER 10,AND THE FAIR HOUSING ACT(FHA) N 120 A-1 COVER SHEET DESIGN MANUAL. A-2 SITE PLAN THE FOLLOWING APPLIES TO THE ENTIRE SITE AND ALL UNITS. W E A-3 FOUNDATION PLAN B1012: GUARDS: 119 M B1012.1: WHERE REQUIRED S 11 A-4 1St FLOOR PLAN GUARDS SHALL BE LOCATED ALONG OPEN-SIDED WALKING SURFACES, MEZZANINES,INDUSTRIAL 110 A-5 2nd FLOOR PLAN EQUIPMENT PLATFORMS,STAIRWAYS,RAMPS AND LANDINGS WHICH ARE LOCATED MORE THAN Duval County Wind Speed Lines 30 INCHES(762 MM)ABOVE THE FLOOR OR GRADE BELOW. GUARDS SHALL BE ADEQUATE IN �___Duval County Wind Speed Lines A-6 ELEVATIONS STRENGTH AND ATTACHMENT IN ACCORDANCE WITH SECTION 1607.7. GUARDS SHALLALSO BE LOCATED ALONG GLAZED SIDES OF STAIRWAYS,RAMPS,AND LANDINGS THAT ARE LOCATED 115 MPH A-7 ELEVATIONS MORE THAN 30 INCHES(762 MM)ABOVE THE FLOOR OR GRADE BELOW WHERE THE GLAZING PROVIDED DOES NOT MEET THE STRENGTH AND ATTACHMENT REQUIREMENTS IN SECTION 1607.7. 20 MPH A-8 CUT SECTIONS-1 EXCEPTIONS: GUARDS ARE NOT REQUIRED IN THE FOLLOWING LOCATIONS: 1. ON THE LOADING SIDES OF LOADING DOCKS OR PIERS. A-9 CUT SECTIONS-2 2. ON THE AUDIENCE SIDE OF STAGES AND RAISED PLATFORMS, INCLUDING STEPS LEADING UP TO THE STAGE AND RAISED PLATFORMS. A-10 ROOF PLAN 3. ON RAISED STAGE AND PLATFORM FLOOR AREAS SUCH AS RUNWAYS,RAMPS,AND A-11 DETAILS 10 SIDE STAGES USED FOR ENTERTAINMENT OR PRESENTATIONS. 4. AT VERTICAL OPENINGS IN THE PERFORMANCE AREA OF STAGES AND PLATFORMS. 110 MPH A-12 1ST FLR ELECTRICAL 5. AT ELEVATED WALKING SURFACES APPARENT TO STAGES AND PLATFORMS FOR ACCESS A P OX TO AND UTILIZATION OF SPECIAL LIGHTING AND EQUIPMENT. . A-13 2ND FLR ELECTRICAL 6. ALONG VEHICLE SERVICE PITS NOT ACCESSIBLE TO THE PUBLIC. SI 7. IN ASSEMBLY SEATING WHERE GUARDS IN ACCORDANCE WITH SECTION 1024.14 ARE ION A-14 DOOR AND WINDOW SCHEDULE PERMITTED AND PROVIDED. B1012.2 HEIGHT GUARDS SHALL FORMA PROTECTIVE BARRIER NOT LESS THAN 42 INCHES(1067 MM)HIGH,MEASURED VERTICALLY ABOVE THE LEADING EDGE OF THE TREAD,ADJACENT WALKING SURFACE OR ADJACENT SEATBOARD. EXCEPTIONS: 1. FOR OCCUPANCIES IN GROUP R-3,AND WITHIN INDIVIDUAL DWELLING UNITS IN OCCUPANCIES 9 PH IN GROUP R-2,BOTH AS APPLICABLE IN SECTION 101.2,GUARDS WHOSE TOP RAIL ALSO 105 MPH 115 P SERVES AS A HANDRAIL SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES(864 MM) AND NOT MORE THAN 38 INCHES(965 MM)MEASURED VERTICALLY FROM THE LEADING EDGE OF THE STAIR TREAD NOSING. 2. THE HEIGHT IN ASSEMBLY SEATING AREAS SHALL BE IN ACCORDANCE WITH SECTION 1024.14. 105 110 11 120 M P H B1012.3: OPENING LIMITATIONS Duval County wind Speed Lines Description OPEN GUARDS SHALL HAVE BALUSTERS OR ORNAMENTAL PATTERNS SUCH THAT A4 INCH DIAMETER (102 MM)SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF 34 INCHES(864 MM). FROM A HEIGHT OF 34 INCHES(864 MM)TO 42 INCHES(1067 MM)ABOVE THE ADJACENT WALKING For purposes of structural design,the location of 120 mph wind line for the city shall be as follows:Starting at SURFACES,A SPHERE 8 INCHES(203 MM)IN DIAMETER SHALL NOT PASS. the intersection of Phillips Highway and the Duval County line at the south,proceed north along Phillips 119 EXCEPTIONS: Highway to the intersection of State Road 9A. Proceed north along 9A to Yellow Bluff Road. Proceed north 20 1. THE TRIANGULAR OPENINGS FORMED BY THE RISER,TREAD,AND BOTTOM RAIL AT along Yellow Bluff Road to Highway 17. Proceed north along Highway 17 to the Duval County line.All THE OPEN SIDE OF A STAIRWAY SHALL BE OF A MAXIMUM SIZE SUCH THAT A 6 INCH structures located east of this line shall be considered in the Wind-Borne Debris Region as defined by the Florida (152 MM)DIAMETER SPHERE SHALL NOT PASS. Building Code.All structures west of this line shall be 2. AT ELEVATED WALKING SURFACES FOR ACCESS TO AND USE OF ELECTRICAL,MECHANICAL, designed for 119 mph three-second gust. OR PLUMBING SYSTEMS OR EQUIPMENT,GUARDS SHALL HAVE BALUSTERS OR BE OF Wind Line locations taken from the Duval County Wind SOLID MATERIALS SUCH THAT A SPHERE WITH A DIAMETER OF 21 INCHES 533 MM Speed Zones Map(http:/www.coj.neVpw/bidKyitwindspeedl.jpg) Prepared by the DepartmPlanent Center,University of Florida ( ) for the Florida Department of Community Affairs, CANNOT PASS THROUGH ANY OPENING. which established the geographical boundaries of the wind speed zones and the wind bome debris region in Codes and Standards Division,pt. s.1606.6 3. IN AREAS WHICH ARE NOT OPEN TO THE PUBLIC WITHIN OCCUPANCIES IN GROUP 1-3, Duval County. of the Florida Buildinngg Code. F,H,OR S,BALUSTERS,HORIZONTAL INTERMEDIATE RAILS OR OTHER CONSTRUCTION Ordinance Adopted December 2001 4 2 0 4 Miles SHALL NOT PERMIT A SPHERE WITH A DIAMETER OF 21 INCHES(533 MM)TO PASS Effective March 1,2002 THROUGH ANY OPENING. 4. IN ASSEMBLY SEATING AREAS,GUARDS AT THE END OF AISLES WHERE THEY TERMINATE AT A FASCIA OF BOXES,BALCONIES AND GALLERIES SHALL HAVE BALUSTERS OR ORNAMENTAL PATTERNS SUCH THAT A 4 INCH DIAMETER(102 MM)SPHERE CANNOT s PASS THROUGH ANY OPENING UP TO A HEIGHT OF 26 INCHES(660 MM). FROM A HEIGHT OF 26 INCHES(660 MM)TO 42 INCHES(1067 MM)ABOVE THE ADJACENT WALKING SURFACES,A SPHERE 8 INCHES(203 MM)IN DIAMETER SHALL NOT PASS. AREA TABULATION. B1012.4: SCREEN PORCHES PORCHES AND DECKS WHICH ARE ENCLOSED WITH INSECT SCREENING SHALL BE PROVIDED MAIN HOUSE--------------------3,152 WITH GUARDS WHERE THE WALKING SURFACE IS LOCATED MORE THAN 30 INCHES(762 MM)ABOVE APARTMENT-----------------------800 THE FLOOR OR GRADE BELOW. POWDER BATH---------------------50 1012.5: MECHANICAL EQUIPMENT TOTAL LIVING-------------------4,002 GUARDS SHALL BE PROVIDED WHERE APPLIANCES,EQUIPMENT,FANS,OR OTHER COMPONENTS THAT REQUIRE SERVICE ARE LOCATED WITHIN 10 FEET(3048 MM)OF A ROOF EDGE OR OPEN ~" SIDE OF A WALKING SURFACE AND SUCH EDGE OR OPEN SIDE IS LOCATED MORE THAN 30 INCHES (762 MM)ABOVE THE FLOOR,ROOF,OR GRADE BELOW. THE GUARD SHALL BE CONSTRUCTED FRONT ENTRY--------------------584 SO AS TO PREVENT THE PASSAGE OF A 21 INCH DIAMETER(533 MM)SPHERE. SIDE ENTRY-------------------------$g CVRD LANAI-----------------------254 SMR KITCHEN--------------------372 81009.11: HANDRAILS: 3 CAR GARAGE------------------810 STAIRWAYS SHAD HAVE HANDRAILS ON EACH SIDE. HANDRAILS SHALL BE ADEQUATE IN STRENGTH GARAGE AWNING---------------165 AND ATTACHMENT IN ACCORDANCE WITH SECTION 1607.7. HANDRAILS FOR RAMPS,WHERE REQUIRED BY SECTION 1010.8,SHALL COMPLY WITH THIS SECTION. APARTMENT BALC---------------44 EXCEPTIONS: ---------------------------------------------- 1. AISLE STAIRS COMPLYING WITH SECTION 1024 PROVIDED WITH ACENTER HANDRAIL TOTAL UNHEATED------------2,318 NEED NOT HAVE ADDITIONAL HANDRAILS. 2. STAIRWAYS WITHIN DWELLING UNITS,SPIRAL STAIRWAYS,AND AISLE STAIRS SERVING SEATING ONLY ON ONE SIDE ARE PERMITTED TO HAVE A HANDRAIL ON ONE SIDE TOTAL S.F. UNDER ROOF---6370 ONLY. 3. DECKS,PATIOS,AND WALKWAYS THAT HAVE A SINGLE CHANGE IN ELEVATION WHERE THE LANDING DEPTH ON EACH SIDE OF THE CHANGE IN ELEVATION IS GREATER THAN THAT REQUIRED FOR A LANDING DO NOT REQUIRE HANDRAILS. 4. IN GROUP R-3 OCCUPANCIES,A CHANGE IN ELEVATION CONSISTING OF A SINGLE RISER LOT COVERAGE / AT AN ENTRANCE OR EGRESS DOOR DOES NOT REQUIRE HANDRAILS. 5. CHANGES IN ROOM ELEVATIONS OF ONLY ONE RISER WITHIN DWELLING UNITS IN GROUP R-2 AND R-3 OCCUPANCIES DO NOT REQUIRE HANDRAILS. HOUSE;& GARAGE-------------------------------------5,224 S.F. WALKS& DRIVEWAY PAVERS--------2,533 /2 = 1,266 S.F. 61009.11.1: HEIGHT POOL P ,VERS------------------------2,175 - 432 /2 = 871 S.F. HANDRAIL HEIGHT,MEASURED ABOVE STAIR TREAD NOSINGS,OR FINISH SURFACE OF RAMP SLOPE SHALL _ BE UNIFORM,NOT LESS THAN 34 INCHES(864 MM)AND NOT MORE THAT 38 INCHES(965 MM). POOL------------ 432 S.F. EXCEPTIONS: 1. HANDRAILS FOR STAIRS NOT REQUIRED TO BE ACCESSIBLE THAT FORM PART OF A GUARDRAIL MAY BE 42 INCHES(1067 MM)HIGH. TOTAL COVERAGE--------------------------------------7,361 S.F. 2. IN ONE AND TWO FAMILY DWELLINGS AND WITHIN DWELLING UNITS IN R-2 OCCUPANCIES, ________-__-__________________________________________________________________ STAIRWAYS HAVING FOUR OR MORE RISERS ABOVE A FLOOR OR FINISHED GROUND LEVEL SHALL BE EQUIPPED WITH HANDRAILS LOCATED NOT LESS THAN 34 INCHES ENTIRE-,LOT______________________________________________15,484 S.F. -- (864 MM)NOR MORE THAN 38 INCHES(965 MM)ABOVE THE LEADING EDGE OF THE TREAD. TOTAL COT COVERAGE------------------------------------47.5% B1009.11.2: INTERMEDIATE HANDRAILS HANDRAILS SHALL BE PROVIDED WITHIN 30 INCHES(762 MM)OF ALL PORTIONS OF THE STAIR WIDTH REQUIRED FOR EGRESS CAPACITY IN ACCORDANCE WITH 1005.1. THE REQUIRED EGRESS WIDTH SHALL BE ALONG THE NATURAL PATH OF TRAVEL. WHERE NEW INTERMEDIATE HANDRAILS ARE PROVIDED IN ACCORDANCE WITH SECTION 1009.11.2, THE MINIMUM CLEAR WIDTH BETWEEN HANDRAILS SHALL BE 20 INCHES(510 MM). B1009.11.3 HANDRAIL GRASPABILITY HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST i 1.25 INCHES(32 MM)AND NOT GREATER THAN 2 INCHES(51 MM)OR SHALL PROVIDE EQUIVALENT GRASPABILITY. IF THE HANDRAIL IS NOT CIRCULAR,IT SHALL HAVE A PERIMETER DIMENSION OF OF 4 INCHES(102 MM)AND NOT GREATER THAN 6.25 INCHES(160 MM)WITH A MAXIMUM CROSS SECTION DIMENSION 2.25 INCHES(57 MM). EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCHES (0.25 MM). NOSING i 61009.11.4: CONTINUITY HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS,WITHOUT INTERRUPTION BY NEWEL POST OR OTHER OBSTRUCTIONS. ["PLYWOOD EXCEPTIONS: SUBFLOOR 1. HANDRAILS WITHIN DWELLINGS UNITS ARE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT A STAIR LANDING. TREADS&RISERS 2. WITHIN A DWELLING UNIT,THE USE OF A VOLUTE,TURNOUT,OR STARTING EASING IS ALLOWED 2x6 LEDGER (2x MIN) ON THE LOWEST TREAD. 3. HANDRAIL BRACKETS OR BALUSTERS ATTACHED TO THE BOTTOM SURFACE OF THE i HANDRAIL SHALL NOT BE CONSIDERED TO BE OBSTRUCTIONS TO THE GRASPABILITY, PROVIDED THE FOLLOWING CONDITIONS ARE MET: BEAM 3.1. THEY DO NOT PROJECT HORIZONTALLY BEYOND THE SIDES OF THE HANDRAIL WITHIN 1 1/2 INCHES(38 MM)OF THE BOTTOM OF THE HANDRAIL AND PROVIDED STRINGER THAT,FOR EACH 1/2 INCH(12.7 MM)OF ADDITIONAL HANDRAIL PERIMETER DIMENSION '7'28" ABOVE 4 INCHES(102 MM),THE VERTICAL CLEARANCE DIMENSION OF 1 1/2 INCHES (38 MM)CAN BE REDUCED BY 1/8 INCH(0.3 MM). li 3.2. THEY HAVE EDGES WITH A RADIUS OF NOT LESS THAN 0.01 INCHES(0.25 MM). ;7.28" 3.3. THEY OBSTRUCT NOT IN EXCESS OF 20 PERCENT OF THE HANDRAIL LENGTH. B1009.11.5: HANDRAIL EXTENSIONS HANDRAILS SHALL RETURN TO A WALL,GUARD,OR THE WALKING SURFACE,OR SHALL BE CONTINUOUS 2x4 PT. = TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. WHERE HANDRAILS ARE NOT CONTINUOUS (VARIES) BETWEEN FLIGHTS,THE HANDRAILS SHALL EXTEND HORIZONTALLY AT LEAST 12 INCHES(305 MM) BEYOND THE TOP RISER AND CONTINUE TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE TOP RISER. FIRST FLOOR TO SECOND FLOOR EXCEPTIONS: FOYER TAIR DETAIL 1. HANDRAILS WITHIN A DWELLING UNIT THAT IS NOT REQUIRED TO BE ACCESSIBLE NEED .�... EXTEND ONLY FROM THE TOP RISER TO THE BOTTOM RISER. SCALE: N.T.S. 2. AISLE HANDRAILS IN GROUP A OCCUPANCIES IN ACCORDANCE WITH SECTION 1024.13. 131009.11.6: CLEARANCE CLEAR SPACE BETWEEN A HANDRAIL AND A WALL OR OTHER SURFACE SHALL BE A MINIMUM OF 1.5 INCHES(38 MM).A HANDRAIL AND A WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS RAILING TO FESIST 200 LBS. PER SQ.FT.MIN. B1009.11.7: STAIRWAY PROJECTIONS PROJECTION INTO THE REQUIRED WIDTH AT EACH HANDRAIL SHALL NOT EXCEED 4.5 INCHES +iANDRAIL 11/4"TO 2"DIAMETER (114 MM)AT OR BELOW THE HANDRAIL HEIGHT. PROJECTIONS INTO THE REQUIRED WIDTH SHALL NOT BE LIMITED ABOVE THE MINIMUM HEADROOM HEIGHT REQUIRED IN SECTION 1009.2. fl. 1 1/2"MIN. ai �� CL OPTIONAL HANDRAIL SECTIONS IF THE ABOVE DIMENSION DOES LO NOT MEASURE ONE INCH (1") Y M j c>s O EXACTLY,THIS DRAWING WILL HAVE 1 1/2"MIN. BEEN ENLARGED OR REDUCED, a AFFECTING ALL LABELED SCALES.NEWEL POST, SAFETY TERMINAL, VOLUTE,OR TURNOUT BY REVISIONS DATE m a o oD M 4"MAX.GAP � a� �� M m I 6"MAX.GAP LOI N E I .N RAILING TAIL Date: 5/23/16 SCALE: N.T.S. Scale: AS NOTED �- OFFICE COPY Drawn: W U A) Job: W a c Sheet U) REVIEWED FOR CODE COMPLIANC CL CITY OF ATLANTIC BEACH o SEE PERMITS FOR ADDITIONAL N REQUIREMENTS AND CO NDlTlONS W E A=1 > REVIEWED BY. DATE: i20 O 0 aD Plotted On: 5/23116 0 I AREA TABULATION Duval County Wind Speed Lines SUPPORT STAKEeMAIN HOUSE----- 3,152 PER BALE --------------- I APARTMEN -----------------------800 N 120 I STRAW BALES-INSTALLED SUPPORT TAKES POWDER BATH---------------------50I W � _ E AGAINST -_i CONTINUOUSLY AGAINST V MAX SPACING) TOTAL LIVING-------------------4,002 ------ S 11 DOWNSLOPE. IG OF 119 M FINER FABRIC FENCE FRONT ENTR --------------------584 1 110 / _ 8 Iwlllhl" SIDE ENTRY------------------------89 Duval County Wind Speed Lines � I i CVRD LANAI-----------------------254 Duval County Wind Speed Lines _ FILTER:FABRIC FENCE SMR KITCHEN--------------------372 r 115 MPH 3 CAR GARAGE ------------------810FIL. GARAGE AWNING---------------165 Z � \ � 20 MPHSLOL ,COMPACTED APARTMENT BALC---------------44 ' i BAILBINDING RACKFILL f TOTAL UNHEATED------------2,318 . ---------------------------------------------- 105 110 MPH ,�... ;�.�.. TOTAL S.F. UNDER ROOF---6370 EXISTING IC4IND A P OX. SI ;0 ION R(i 31W)WOOD OR LOT COVERAGE EQUIVALENT STEEL(U OR T)STAKES HOUSE & GA RAG E-------------------------------------5,224 S.F. I \ WALKS & DRIVEWAY PAVERS--------2,533 /2 = 1,266 S.F. / POOL PAVERS------------------------2,175 - 432 /2 = 871 S.F. POOL-----------------------------------------------------------432 S.F. - 19 PH 105 MPH 115 P TOTAL COVERAGE--------------------------------------77 361 S.F. ------------------------------------------------------------------------------ ( I TS.F. 110 11 ENTIRE LO ---------------------------------------------15,484 S.F. 105 120 MPH Duval County Wind Speed Lines Description TOTAL LOT COVERAGE------------------------------------47.5% �- For purposes of structural design,the location of 120 mph wind line for the city shall be as follows: Starting at the intersection of Phillips Highway and the Duval County line at the south,proceed north along Phillips 119 Highway to the intersection of State Road 9A. Proceed north along 9A to Yellow Bluff Road. Proceed north 120 along Yellow Bluff Road to Highway 17. Proceed north along Highway 17 to the Duval County line.All structures located east of this line shall be considered in the Wind-Borne Debris Region as defined by the Florida Building Code.All structures west of this line shall be designed for 119 mph three-second gust. Wind Line locations taken from the Duval County Wind Prepared by the GeoPlan Center,University of Florida Speed Zones Map(http://www.coj.net/pw/bid/fyi/windspeedl.jpg) which established the geographical boundaries of the for the Florida Department of Community Affairs, wind speed zones and the wind bome debris region in Codes and Standards Division,pursuant to s.1606.6 Duval County. of the Florida Building Code. Ordinance Adopted December 2001 4 2 0 4 Mlles Effective March 1,2002 I 5TH STREET (40' R/W) SILT I a5' BAR 100.00' CONCRETE SIDEWALK oX BARRIER /� 0.5' PORT I I � I o� � 90010,49" a-LET W 89 , 11 _ SITE CONST. DUMPSTER W PARKING ' U O.I I � SITE --- \ Q SILT f; STORAGE BARRIER r, I PAVERS (� 5' 75'-1"(BIG SQUARE) 16' B.R.L. _ 19'-10 1/2" — — — — — — — — — — — — — — — — — --' -- — — — — — — — — — -- — — — - — — —�— _ -__— PAVERS CONC. ; 1 027 � 1 041 037 �^�,\ 038J 1 ,039 CMO Y I 012) O — 12'WIDE 033 PAVER DRIVEWAY ooe 005 034 I 00, I \\ 0— El o1a I o02� i u17 II ao7 � 0161 • O II I I II \� I I II 0 I li i O II I �— ♦ ' u°3 / II CONC. i PAVERS I MAIN HOUSE li FFE.=XX.XX ! I SITE ,11 1/2" coN PARKING a 021 019 020 I II I = I ✓ I ow J ( { Q Q -- D I� 025 024 28 --- �� SILT o �J! – !BARRIER m PAVERS' M I ij I II I 7-7 — — — _ _ —_ — _ _ —. _ ——— — — — — I i I i II i � I I ' I I �.� PAVERS �I II I , � O LO O - � �I 024 i I I I it I I PROPOSED POOL _ b ! 024 I ' I 'I [PA�VEIRS Q I CONC. I i I ob I� I� 20' B.R.L. PAVERS 1 - – IF THE ABOVE DIMENSION DOES tl — — — — — — — NOT MEASURE ONE INCH (1") EXACTLY,THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, �� AFFECTING ALL LABELED SCALES. i a � 19'-10 1/2" BY REVISIONS DATE rCn 890\4911 LO 900 10'49" i N 0.8' E �, — – ��: 0.4' a� SILT 0 O , BARRIER CU LOT 1 D LOT 11 BLK 6 E Date: 5/23/16 a ! Scale: AS NOTED � ATLANTIC BEACH FLA Drawn: 'o c L I Job: NASSAU COUNTY QSheet I O Q i OFFICE COPY o ; a; �— C1 SITE PLAN0 A=2w r_ 1SLC SCALE: 1" = 10' 0 5' 10' 20' Q Plotted On: 5/23/16 �+ I i i 111'-9" I 34'-3/8" 23'-10" 53'-10 1/2" 7 5/8" 33'-4 3/4" 15'-4 1/2' 8'-5 1/2" 4'-611 41'-4 1/2" 81 5 1/2" 10'-9 1/4" 11'-8" 10'-11 1/2" 41'-4 1/2" 7'_61' 6" 5'-10" 5'-10" '-11 3/4" 8'-11 3/4" 4. 23'-10 1/2" 5-8 1/2" 11'-9 1/2" 10 1/2" 15'-6" 7'-6" 3'-7" 5'-8" 2'-6 1/2" I I Dm i vm� D Cu OOm I M Dim N � � 0 Zoo _ zm I rn - - - - -- - - - - - - - - - - - - - - - - - - - _ _ - - _ - - - - - - - I- - - - - - - - I + % Aj ___ __ _ __ __ _ _ ___ ___ _ __ _ ---- ----_-----_-_-- �__X_� I --------------------------------------------- --- - - - - - - - - - - - - - - - -----_----_ ------------_ - ------- ----- ---------- -___ ----------_----_- --_---- r --- - - - - x II - - - - - - - - - - - - - - - - - - �1 I D co 0o m 7 1/4" I I • `ti • I o_ ' I WOX z °°0 < cnC2Q I ii I I ao> D� I - (n C� (n I I -I Cn I ;�ffu 11 i mz 0�n � � � o I „ I rI �Z �� _ /CSO co vn @o m cnz �'_ 11 Z• m� I `?-' N p umim Ikp -I 1 I I I . i �C) Amon I ii I mI Dcn I �' t� � ► u' m = \\� e my WZ .-. � C� D I i ; I o' m w 0 -0 /\/\ z-I r 0 w p I I � I 10 m -n ,- \�//\�j coo � � z I II I �. -2 zz0 I I I II I N m°m° -n0 in U) I ; m I / N� I � m � I I I I I N I 11 1 Cn m I I - - - I p 0 I I I I 1 1 1 co 0i I _ I N I II I O� rn == K) I I l \ I Ii �I z� 1 I 1 m• �M I - - - I 4 I I I = m C O 1 I x l I- � � I ii I m. 0. CO I I I ii 1 rn! z z �\ ! < y � q 0.� D TI u)oo m C7 = I OD OmX O � I i i I oD • r Cu m D� rn ao > Z y D �\ �o D� =zZ. mX � -I I � � I �W ! I I I SLOPE I ii mK 0Cn K0071 ---- w m D I I z I I TO EXT. m� rn= -0 r- cn � 1 11 mD v.n ZOOMO i rn 0m0 m 1 N in • • 14„ vq DD � � - - x 1 � < cn0 Z I i i I - - - - - - - - - - -n rn 0 , 1 w m 1 , r .�.�.�.�.� o I Fv G)m 4 1 `p ;Mu (n I 11 I ,I �..� � r I M rn< - c > 00 I ii I II / \ I . m I I I r >� G) m = z I ii I LL - FLOOR PLAN NOTES: 1.) ALL EXTERIOR WALLS ARE 2X4 EXCEPT AS NOTED. 2.) ALL INTERIOR WALLS ARE 2X4 EXCEPT AS NOTED 3.) ALL WALL THICKNESSES ARE ACTUAL.2X4=3 1/2" 2X6=5 1/2"2X8=7 1/4 ETC... 4.) THE SIZE AND QUALITY OF ALL EXTERIOR STEPS ARE 1 FEILD DETERMINED BY OTHERS. 5.) ALL PLATE AND CEILING HEIGHT ARE TAKEN FROM (�o N (TOP OF)MAIN FF. OF HOUSE SLAB/BLOCK. 6.) VERIFY THE KITCHEN AND VANITY LAYOUTS WITH THE DETAILS DONE BY OTHERS. D 7.) ALL ANGLES ARE 45% UNLESS NOTED OTHERWISE. 00 8.) ALL INTERIOR AND EXTERIOR FLOOR AND STEP FINISHES SHALL HAVE A NON-SLIP FINISH TO MEET 111'-3"OVER A DEPTH OF FRAME STRUCTURE) ASTM C1028 STATIC COEFFICIENT OF FRICTION MIN. OF 0.6. 61-10° 9.) ALL WOOD IN CONTACT WITH MASONRY, CONCRETE 114-1111OR EARTH SHALL BE PRESSURE TREATED IN AN 34'-s" APPROPRIATE MANNER FOR THE CONDITION. 8'-5 1/2" 45'-10 1/2" 71.611 10.) TO = GLASS TO BE TEMPERED 4'-6" 41'-4 1/21' 11.) EO = EMERGENCY ESCAPE AND RESCUE OPENINGS ~ " 9'-1/2" 5'-8 1/2" 6'-8 1/2" 5'-1" Cu � z 14-10 co�0 12.) ©= LABEL-20 MIN. Omm rnm 0o fJ m x m �O � � 2'-10 1/4" 2'-10 1/4" ;o D 1' Cn�m CO00Nn n o � DO ;a r <z o > Cu HD.@ 8''AFF. 10 R&SH SHOWER SEATCn L. W/C N Cn 4y D G)Doo / BASE ' I v - � m� ��� O\ // SEE BLDR.FOR I �mOz Naz oornn \ = CAB LAYOUT, I •0� vrm N - p m 0 N I 9 , m y pd loo \ o FINISH&DESIGN - - O -p 0 -- VAULT VAULT y rn \ -- m e I rn cn cn co I z D M@ ED I = _ m. �o� X11 oZ go D 7> r < n Z7 � / \ ZI 1 � O N OD I N mN_px I \ _ Cir = <-� T - I� / o C m m co I 7n r i Z m zWIC � O v cnWN ER _ O O BOLTSIDE w lO' CTG �' `"' L + cn FURNITURE 00 a? __ <cn< RECESS OD Iv SUITEw w Zo <_<� i i IL AT �-' H B � W x v m z I I o 10 CLG. BOLTSIDE I t = � o rn rn m I ( °' LT CLG. FROM 1 - o o � o I 1 w D w _ o0 N N - - MM!D DN R&SH BASE rn()Wo Gm m <X - = o z cn °) O I p w l o �'- SITTIPy o z O j I _ _ Z� Z ,- 1 ^ 1_ 12 x 10' 6 rn Cn w I j N � D /1 I Cn „� , N 31-61' = 10' CLG. � N o � o co -p -P 1 SEE BL R.FOR cn II - _ n r rn VENTLESS + m o tv - - - �D rn I I AS FIREPLACE w N 10' CLG O v m O I I o 8111 6'_g" = 8'-1/2" v FINISH&DESIGN MOM Dz I I ^ � o Dern r �= w O < o �00m I I - - - - o mvy� — - - - D I I --- < rn Co r Cco r-@<m -I n _ _ - IZ + � � I D I I NA.1BOLTSIDE p N I I p ~ Z z 1 O IL 1- - •v w 1 1 I I �, _ 00 i I EX OSED FOYER FTER CLG. BOLTSIDE2 TO _ I ( O N � ` N_ w CID 1-� Do + < I I M 10' CLG. �m I •v N D I G E R BOLTSIDE N I D I I VL . CLG. FROM 13' - - - „ PKT PKT N � 11'-5" 11'-8 111-511 I I CA @ v cneer ---� 1*_.1 0 +[ 8'-7 1/2" 9'-1 3/4" �, j 1'-113/4" 1 11 I I w 11 m cr' I p O 61-1" 5'-4" 9'-5 1/4" w D 3'-6" I 4'_611 1-1 20'-1 3/4" w 2'-4 1/4" 17'-9 1/4" - - - < rn0 - „ 1.16 D 01 3'-4 1/4' 6'-1" q)D m r- D X=p — --- =W WSTUDY N N I m —'A r -- -- --- --- 90 --1 0 I w pr 1'-4" w cn i- rn0• y N , <(TYPICAL) > Mn z a'- M -1 1 O' CLG. o N N 14'-3" 2'-1/4" Z 6'-3 1/2" 4'-10 1/2" 1�-1 5'-6 1/4" o u-' �<o I T I p N Oz m N w N I s'-9 1/2" 5' cn z my O �i I _ _ Cn ao -n SINGL HUNG 0°n O - SINGLE HUNG O + = 0 own m HD.@ 8'AFF. -n r v T T HD.@ 'AFF. O= D ISLAND N p n D O Qm D= M -nc mn�� N m — - - i n rn D O coo o0 0 o rn o ,i z w X' - m D = O N m n DOD �W rn= � ���� I 4 ATER / + OD SEE BLDR. FOR v o O O m r r rn SFTNR o C„� CAB LAYOUT, m co O ��z I D `.LOOP 1� W/C I = FINISH&DESIGN n 8' CLG. F NITU E c - not °° VAN + C,. 1 E N T/S - -- - - - - I cn ao + STORAGE _ � r r p 1153CLOSET - p Z M w PED. � 1-- Co p m O O °� �� I ^ N t oo rn m m _ - 0 CLG. o I s w + D D o m N . w N m FARM + R&SH P x ' Z {P� SINK T X - I 6M _ M D � � � D°D DISP. OHC OHC OHC � W/DC ) � I m o 10' CL D p Z 10' CLG. BAS wASHERIDRYER CLG. c co 7 1/2" I z o m rn O L-TUB 1/2 0 2 w w _ �D m 3 m OPT.GAS oo O z -co 00 , _ oo v WALL D� �r - w O D + 25'-1/2" 5'-4 3/411 3'-6 /2" � N _ = 0° O r O w @ o (n Sp�p N fV I I + �W O �_ �� I O rn p�� o D <� N 01 ao u2gm BASE i I o 4L. N _-rnnZ �;'- Z� N D 3 CAR �__ o N m z SINK w/ N I I t N N (n .I Cn _ { o O CLG N O DISP. I-I o I o� z EGA _ I n o 1 IO o v v ao(n - - - - - - - R N FRIDGE ! y - I I rn 10' CLG �X8 HD _ - ._ . _ . _ ._ . _ _ . U) _ I I PKT / Cn 8" B _ "GYP BD. CLG. I co _ rn I I ao � to .A o �, -� w ' N D 5/8 @ / ISLAND RANGE/OVEN Cn M - - - - - - - - - - - - - - - - I BASE -- - w/HOOD o/ N O W 10 CLG. _ 16R8 OHD I \ / I n < FREEZER �_ D ( / I I rn \ / z M T U) n BASE - 1- I z c�m i.., M I I n Fn D m COOKER o w ry / ► =W W o Cn - oNo ( OHC OHC 90 U) — I N m O -= LSEE BLDR.FOR UNDER SET\R / N \ + O �o I CAB LAYOUT, � jmu3 1/4" o ! / I Q N z FINISH&DESIGN / I 1 E - fi" 4-8 6'-1 6-6 1/2 t -3 3/4 3-8 1/2 9'-2 1/2 s'-7 1/2" - r o I o VLT LG ROM 1 D _ W ° I ( c 00 W o v z EXPOSED FTER CLG. N v Cn t m z o I O 10 CLG. � co-_ SUITE#2N O D C I N EXPOSED RAFTER CLG. RAM FR M PAVERS 7 1/4 rn CABS m v = N „ 7 1/4 .4 w/T&G UNDERSIDE t r,i no ry z m z t +� ?' 7 1/4 EXPOSED RAFTER CLG. w w ''��`' Orn oo ( p rn rn 10 CLG. n w w/T&G UNDERSIDE � _ _ � 1 �/ N Z I C? orf BE,4M— _ _ _ _ _ — — —8'!w-BE-AM-— — — — — — — ` N Z 2'-2 1/4" 5 1 _ D v a. o = - _ p (0 nENT 4'-2 1/4" cn -1 1/2" 4'- 3'-8 1/2" O;r 1 I �I N = w - - cp •v -4 N � m �� � cn _ 1- o ' ^ m r �_ -' -P N N m Cn N r o o NOT MEASURE ONE INCH 1" .p � O Z � C,,� _ w - � 101-9106-4 1/2 tRANSOM � I IF THE ABOVE DIMENSION DOE)'� v r rn �_ A SEE LEVAT N N N F R R ABV. z '- w w BEEN ENLARGED OR REDUCED, -0 _7F]D ) G)rn W EXACTLY,THIS DRAWING WILL HAVE 1% r c = Z TI r — — — — 8=W BEAM— — — — — — AFFECTING ALL LABELED SCALES. -- y 11 HD.@ 11'-6" HD.@ 11'-6" HD.@ 8'-6"AFF. HD.@ 8'-6"AFF. HD. 8'-6"AFF. 1 w SINGL HUNG SINGL HUNG 11 @ BY REVISIONS DATE CO HD. �8'AFF. HD. 8'AFF. 7 1/4" FF. FIX AFF.FIXED AFF.FIXED FIXED FNED FIXED rn = N � _ -� O O o � � I - AFZEA TABULATION aNi y I o I rn N ��Moz N 1 = Co .� m C O _ ( MAI --------------------3,152 ' Dzrn N ;v 5 1/4" � � , r APARTMENT_____ 800 � 4'-1/2" ' ol 3'-4" 4'-6" 4'-6" 3'-6" POWDER BATH---------------------50 m I TOTAL L IV I N G-------------------4,002 1 E 2'-6° 16' I 2'-6" 1' 8' 4'-5 3/4"CD 5'-1 1/2" 8'-5" 5'-1 1/2" 4'-7 1/4" T-11" 4'-7 1/4" 12'-5 112" - FRONT ENTR --------------------584 L a 21' 13'-6" 28'-3 1/2" 71 -61 ' ----------------------- 5'-1 3/4" 18'-8" 1 T-1 1/2" SIDE ENTRY ------------------------ 89 CVRD LANAI 254 Date: 5/23/16 z 76'-9" Scale: AS NOTED = 34'-611 SMR KITCHEN-------------------- y 6" 3 CAR GARAGE------------------81 Drawn: U 111'-3" GARAG E AWN I N G- 165 �, Job: o a APARTMENT BAL ---------------44 ---------------------------------------------- Sheet 10 L TOTAL UNHEATED------------2,3180 ---------------------------------------------- O Y TOTAL S.F. UNDER ROOF---6370 to N L N 1st FLOOR PLAN 0 2' 4' 8' OFFICE CO A=4 LLu L 1 SCALE: 1/4" = 1'-0" Plotted On: 5/23/16 � a� 1 . I DN D aD 111'-3" 34'-6" 23'-4 1/ " 40'-31/2" 13'-1 11 12'-4" 4'-6" 14'-10" 20'-11 1/2" D 7'-7 3/4" 13'-3 3/4" V I I ' I \ \' F'2ND FLR. AFF 2ND FLR. Li p - - o 0 0L0_I Cn a rf <9> I 1 \ rn HD.@ 12'-4" z1 I AFF 1ST FL I rn I c I � 1 I i O - - - - ...-- - - - - -_ - -- - VLT.3/12 VLT.3/12 I MAX.VLT.CLG. I HD.@ 12'-4" I m 1 I _.__- AFF 1ST FL I O w rn A=5 "0 ao -4 I < � 0 yTIC- ST ][Zo . ............ I \ n ` r I � Ar I " � 9' CLG. ..._..:._.�.._ - ,D w rnff . „ - - - - _ - OD -- FF 1ST F A L O oo i OD I o VLT.3/12 VLT.3/12 Z rn D { HD.@ 12'-4" J o -- AFF 1ST FL I � L1 I 1 -n w _ DIQ , z --._....__..__. . ..........._._. p 1 I -n i II II 5 1/2" I 1 ' 8'-4" I 6'_9�� 1 8'-1/2" m I I I I I MAX.VLT.CLG. j I I i i 1 w °' j co 11 I Im I I CO ao 11 m I I 3 1 I I I I I I O 1 1 I -- I-- I m HD�.@ 1�'-0STIFLy -- L cfl — — -------- ------- — ------ --- N D s 1 � rn 1 '-0� v 8 HD II II it g 8,� I 1 -11 1/2" I - - AFF 1ST L 8 I I 1 li N 51.5„ 5'_5„ I j - - -_ .- - -- - x 23 55 ' 1 1 � co -I m CD �(n y CIO D 4'-4 1/2" I I 13'-6 1/2" 1 1 I I 10'-1/2" 1 1 2'-2 3/ „ ., co 91-11 3/4 5-7 L ......... o�w ..._._...._.------._ ......................................_._.------_..................... ......_........ ..._.... m I i� CD \ o \ VLT.3/12 r I cfl 1 I . I0 I I O < rlr - - W �-- -i c� G7 m ...—. .--�.-.:-. ..._.....:._............ ._.. ..:.........-...-- — .......:_ ............-- N W I D 3 HD. O7' O ....... _ s t7 _..._....__........ ...._...._.... _...._....... .... _ MAX.VLT.CLG. r I � O °V' � ._... .._._.... AFF N D FLR. \ � I w ' x N �5 1/2 1 I D o, 'oy` 1 T-3" = 13'-5 3/4" 3'-3 3/4 a) - — — — — — — — � ; #3 1 <t> 9' CLU. I Z 13 a \ f 1 I jJ HD.@ T N o F 2ND FLR N 1 I I I ! I ! I I 1..........._ _................._................_..... .__....--. I I C.0 - — AF @ o W �" lf. FIN. FLR rn rn 7n v m p I D VLT.3/12 I 1 N I O _ _. _ 1/ 7 6 1/4 4 3/4 12 3 1/4 1 15 6 3/4 8' CLG. 0 Z _ _ Z I I # I I I I r �� �� - - + N -n I G, N ..................._..._....... ..._.__.__...._ o _ , 8 CLG. SLP G o 1 _ _ - ! I l 1 I I l I I I .CLG. v V � CO" N I R&SH I p 1 13'-3 1/2" 4-4 3-4 1/2 9-8 3/4 iWN _ --- , o FLOOR PLAN NOTES. _ i. TIC ,. I I I vI v I I W Win' SEE BUILDER FOR N N = - = I cw N SLP.CLG. _= o O � I 1.) ALL EXTERIOR WALLS ARE 2X4 EXCEPT AS NOTED. w CABINET LAYOUT I I = I I I I I 1 I I...._._........................_.............--_-_- _.__. `' N _.._°. w/c z B4ILOF S�,OPE TO 9' CLG. 2.) ALL INTERIOR WALLS ARE 2X4 EXCEPT AS NOTED. (STYLE&FINISH) iv m I - 3.) ALL WALL THICKNESSES ARE ACTUAL. 2X4=3 1/2" = _ 9' CLG. 2X6=5 1/2"2X8=7 1/4 ETC... _ 9 CLG I O I I 4.) THE SIZE AND QUALITY OF ALL EXTERIOR STEPS ARE N I 11L AFF 2ND FLR. o p w 1 w O vIL LN -n 1 , I I FEILD DETERMINED BY OTHERS. N __ o VLT.3/12 5.) ALL PLATE AND CEILING HEIGHTARE TAKEN FROM o I N B5 - - -- T/S i SLP.CLG. I I �' I TOP OF MAIN FF. OF HOUSE SLAB/BLOCK. NSUITE#5 o N MAX.VLT.CLG. ) HD. 7 o w 3 ^' - .... I \ �; 6.) VERIFY THE KITCHEN AND VANITY LAYOUTS WITH _ + � N w � --- � / C.0 I o AP.@FIN. FLR C° N I , I THE DETAILS DONE BY OTHERS. _ - D= I I 7. ALL S CLG S CLG. R&SH ) ANGLES ARE 45% UNLESS NOTED OTHERWISE. + ^-' p - w I - ' 8.) ALL INTERIOR AND EXTERIOR FLOOR AND STEP N - - ----- --- _ SLP.CLG. RAILING SHOWN IS DOWN I FINISHES SHALL HAVE ANON-SLIP FINISH TO MEET N p ATTIC WALL ASTM C1028 STATIC COEFFICIENT OF FRICTION MIN. v' -`;` (REFERENCE ONLY) 19 RISERS . •A N 3 _ OF 0.6. W/C N „� I �_, 9.) ALL WOOD IN CONTACT WITH MASONRY, CONCRETE _ OR EARTH SHALL BE PRESSURE TREATED IN AN _ L APPROPRIATE MANNER FOR THE `' I CONDITION. N CLOSET lu - HD. ? o j - 6'-5 1/2" 7'-6 1i4" 4'-3/4" 8'-4° 3 1/2" 10.) TO = GLASS TO BE TEMPERED R&SH APT. FINN.PFZ.I w N I 3'-7 /4" 1 c 11.) EO = EMERGENCY ESCAPE AND RESCUE OPENINGS '-3/4" 4'-3 1/4" w ( I w 12.} ©= LABEL-20 MIN. 41 D ' a A � I SUIT] #4 .— . _._. . _..Y . _ .� .— .— ..._ _ - __ .� ._ __ I N N I � N 9' CLG - - - Cn col t 17T .p I I _0 s! ii wHD.@6' � I � oto A AFF 2ND FLR. -i N ;� (tS N N W a 30 60 N ' m --- w- ... W -:-- W. o NOTHMEASUREDONESINCH DOES E) wIF r _ _ D _ U m m - - -_ -- EXACTLY,THIS DRAWING WILL HAVE H @ 19' " HD. 19'-6" HD.@ 19'-6" - - BEEN ENLARGED OR REDUCED, m I A 1 ST F R. AFF 1 T FLR. AFF 1ST FLR. AFFECTING ALL LABELED SCALES. D I \� o rn - ---- AFF ND FLR. I AFF��ND-FLR. J o 0 0 BY REVISIONS DATE 0 Co �, ,` N W _ - - - - -- AREA-TA � ULATION m MAIN HOUSE--,--- --------------3,152 APARTMENT---� 0 I -------------------800 1 I 1 I POWDER BATH---------------------50 N E 1 9 3/4 I , TOTAL LIVING-�-----------------4,002 •� 1 � n - I �. 5'-10" 5' S' 1 ------------------------ c !------------------ 1 I FRONT ENTRYI -584 SIDE ENTRY--- --------------------89 z 13'-3 1/2" 7'-8 1/2" 7'-7 3/4" 5'-10 1/4° " " Date: 5/2 4-1/4 10 4-1/4 6 6-31/4 3116 a CVRD LANAI--- -------------------254 Q 21' 13'-6" SMR KITCHEN-I-------------------372 Scale: AS NOTED 18'-1/2" co° 12'-3 1/4" ..J a 3 CAR GARAGFk- -----------------810 Drawn: a. -------------- Job: 23'-4 1/2" 30'-3 3/4" GARAGE AW N I�G- 165 23'-3/4" APARTMENT BALC---------------44 L U 111 -3 Sheet o -------------------- ----------------------- O TOTAL UNHE A D 18 E ------------ o ---- -.-..---- .......... - - -- ' - 1 - ....... - ----- _ ---------------------------- �' TOTAL S.F. UNDER ROOF---6370 _J E Cu .0 FF 2ND FLR (1 ) �- a� SCALE: 1/4" = V-0" - - - 0 2' 4' g' CE COPYC Plotted On: 5/23/16 N ATTENTION: ALL FINISH MATERIAL, DOORS,WINDOWS 6"TRIM SURROUND(TYP) AND BUILT-INS ARE(REFERENCE)ONLY. THESE MATERIALS AND DIMENSIONS ARE SUBJECT TO CHANGE GALVANIZED MATEAL CHIMNEY CAP (SEE BUILDER FOR FINAL PRODUCT) STYLE AND FINISH MAY VARY FROM SHOWN 0 CN B&B WOOD SHUTTERS W/HINGES AND STAYS FOR 3080 WINDOW HARDI SHEET VENEER AT SOFFIT FACE(TYP) 2"TRIM STRIP(TYP)AT BEAMED SOFFITS H STANDING SEEM METAL ROOF(TYP) tl 00 OPEN RAFTER SOFFIT WITH T&G UNDERSIDE VENEER(TYP) a� HARDI SHEET VENEER AT SOFFIT ASSY(TYP) M r W r~ _ _ T 2 D � 0 W � W -A _ U _ C~7 0 _ _ _ 4::TRV S�1RQl�N_I�W/SILL(TYP) 8 x8 T. 05 f (TYr LL LL O LL 000 a J J Q Q 00 oQ 00 ` ` r o 0 12"x12"PEDESTAL ASSY. r ti tet' (TYP)HGTS. MAY VARY N N HARDI LAP SIDING VENEER(TYP) LL I c� @ FIRST FLOOR ONLY NORTH ELEVATION SCALE: 1/4" = 1'-0" 0 2' 4' 8' 1 I 1 � 1 1 1 HARDI LAP SIDING VENEER 1 iv 1 (TYP)@ 2ND FLR. V- 1 6"HARDI TRIM SURROUND(TYP) 1 4'�„ I 8"HARDI TRIM BAND(TYP) R 12" 12 HARDI LAP SIDING VENEER (TYP)@ 2ND FLR. 6"HARDI TRIM SURROUND W/ 1 1-4 SILL(TYP) i 1 1 MIN. 12"h BEAM(SIZED BY ENG.) 1 1 STANDING SEAM METAL ROOF(TYP) i 8X8 P.T. POST OF I I 1 1 _ 8"Wx16"H BEAM(AS SHOWN) HARDI LAP SIDING VENEER 1 _ N TO BE SIZED BY ENG. 7 1/4" @ FIRST FLOOR(TYP) 2 - - - - - - - - - - i 6"HARDI TRIM 12„ ® 1 SURROUND(TYP) HARDI LAP SIDING VENEER I' 1 - C\1 - - - - - - - - - - - - - - - - - - - - - - - - - _ (TYP)@2ND FLR. = 00 SIZE OF RAFTER TO 7 1/4" .. 1= �- T- N � 7 1/4 4 HARDI TRIM CAP(TYP) ch ti J BE DETERMINED BY r 1 Q- TRUSS DESIGNER H j 1 =00a r 00 r i IJ r 0 C) � r M 00 _ M FIN.FLR. _ = 12 ARCHITECTURAL SHINGLE TYP. ~ 2ND FLR - - - - - W co FLR.SYS. EID w a1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o a ¢ 1 1 Q M < uq COLUMN DETAIL z4 TZ c� % a cn i - - - - - - - - - - - - - - - - - - - - - - c� w SCALE: 1/2" = 1'-0" J J _ W 1 p O H -j Z) Q � Z 2 op 1/2 WALL PROFILE TO Q 1-- T- i i o — J MATCH COLUMN PEDESTAL 2 1 d -� WRAP o/2x4 FRAME WALL 3 cei Q d J N r = Q p p 1 J J 0 O _! /� a Q r Q 0. oco -1 1 00 00 00 0000 0 N 1 0 Op N r I L 1 r L _ 6000 r - - Y - r � r N 6"HARDI TRIM SURROUND(TYP) r IF THE ABOVE DIMENSION DOES IL ' M r L] EXACTLY,THIS DRAWING WILL HAVE FIN.FLR. r _ BEEN ENLARGED OR REDUCED, -le HADI LAP SIDING VENEER Q. (TYP @ 1ST FLR. �-- BY REVISIONS DATE E ------------ 0 a) a) LL r m 0 N SOUTH ELEVATION 2 SCALE: 1/4" = 1'-0" 0 2' 4' 8' c� C a) E Date: 5/23/16 75 a Scale: AS NOTED Drawn: U a) a Job: Sheet U CL 0 Y N a) 0 a) C (0 A-6 >W Cn OFFICE COPY Plotted On: 5/23/16 co W i GALVANIZED METAL CHIMNEY CAP. LINE OF CLGI.INSIDE DORMER @ SUITE#4 STYLE AND FINISH MAY VARY FROM SHOWN. HADRI LAP SIDING VENEER STANDING SEEM METAL ROOF o/ (TYP)@ 2ND FLR. ENGINEERED TRUSS ASSY.(TYP) 6"HARDI TRIM SURROUND w/SILL(TYP) HARDI SH ET BODY BAND @ BUMPOUT 12 16"X16"X8" ECORATIVE CORBEL(2 PLCS) 12 8 3 OPEN RAFTER SOFFIT w/T&G UNDERSIDE(TYP) 6"HARDI TRIM SURROUND 16"HARDI BODY BAN w/ w/SILL(TYP) 2"TRIM STRIP @ TOP&STM. _ _ _ _ _ STANDING SEAM METAL ROOF(TYP) 6"HARDI TRIM W/SSURROUND) 8"FASCIAASSY(TYP)@ GABLES ATTENTION: HARDI LAP SIDING VENEER B&B WOOD SHUTT RS _16"HARDI BODY BAND w/2" ALL FINISH MATERIAL,DOORS,WINDOWS (TYP)@ 2ND FLR. w/HINGES&ST kys p HARDI TRIM STRIP @ TOP &BTM. AND BUILT-INS ARE(REFERENCE)ONLY. H - - - - - - - - - - - FOR 3060 WIN W = THESE MATERIALS AND DIMENSIONS ARE _ i HARDI LAP SIDING VENEER 1= p 6"HARDI TRIM SURROUND SUBJECT TO CHANGE LR. = w/SILL(TYP) (SEE BUILDER FOR FINAL PRODUCT) (TYP)@ 1ST a 0 STANDING SEAM METAL ROOF(TYP) _ = a Q a 0') 00 4 HARDI SHEET VENEER aM ti M M 16"HARDI BODY BAND w/ 16"HARDI BODY BAND w/ 2"TRIM STRIP @ TOP&BTM. ti r. 2"TRIM STRIP @ TOP&BTM. C� 2 coI..L HARDI LAP SIDING VENEER74 u- OPEN RAFTER SOFFIT w/ (TYP)@ 1ST FLR. M T&G UNDERSIDE(TYP) Q W - - - - - - - - - - - - - - - - mr mr v ff U H w C7 � HARDI LAP SIDING VENEER H - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W = (TYP)@ 1ST FLR. 8"x8"P.T.POST(TYP) = U CO Ci = U M GARAGE DR.SHOW IS W (REFERENCE ONLY) F= ACTUAL GARAGE DOOR I- ® _ Oi r MAY VARY FROM SHOWN U = � � _ - � a a a J J 8"x8"P.T.POST(TYP) OPNG. O (� J (D Lei, - - _ Q Q 6"HARDI TRIM SURROUND ~ Q O = _ _ O I-: = p CO _� _° 0 0 @ GARAGE DOORS ONLY ® ® ® J -50. JQ Q a fl 00 ' 0 u-CID LL O CV N CV 12"x12"PEDESTAL ASSY. o = w bo o = O (TYP)HGTS.MAY VARY ® ® ® PAVER °0 -I. m 12"x12"PEDESTAL ASSY. CO RAMP CV bo (TYP)HGTS.MAY VARY r. ' �� � O r HARDI LAP VENEER(TYP)@ 1ST FLR. 6"HARDI TRIM SURROUND(TYP) 8"x8"P.T.COLUMN(TYP) 12"x12"PEDESTAL ASSY. (TYP)HGTS.MAY VARY EAST ELEVATION 3 SCALE: 1/4" = 1'-0" 0 2' 4' 8' HARDI B&B VENEER (TYP)@ 2ND FLR. 8"FASCIAASSY(TYP)@ GABELS METAL CHIMNEY CAP SHOWN 121_8" IS(REFERENCE ONLY)SEE BUILDER FOR FINAL STYLE&FINISH HARDI LAP SIDING VENEER (TYP)@ CHIMNEY 4"HARDI END CAP 16"HARDI BODY BAND ASSY (TYP)@ CHMNEY 1 -4 1'-4" W/2"TRIM STRIP @ TOP&BTM. N ?0, O.H. 12 O.H. 6"HARDI TRIM SURROUND(TYP) 8� EL B&B SHUTTER ASSY 12 W/2"HINGES&STAYS FOR 2040 WINDOW 3 4'-011 12" STANDING SEAM METAL ROOF(TYP) OPEN RAFTER SOFFIT w/T&G UNDERSIDE(TYP) I 71-6" 5'-11 1/2" 0000 HARDI LAP SIDING VENNER 1001, (TYP)@ 2ND FLR. 0 12 1 - - - - - - - - - - - HARDI SHEET VENEER( P) 5 1'-4" aO10011" .H. Ar 00 8"FASCIAASSY(TYP)@ GABLES 00 _ 6"HARDI TRIM SURROUND(TYP) --� EXPOSED RAFTER SC FFIT RAILING SHOWN IS(REFERENCE ONLY) SEE BUILDER FOR STYLE&FINISH. w/T&G UNDERSIDE( P) -- ao 12"x12"PEDESTAL ASSY. aD D aha a (TYP)HGTS.MAY VARY bo 16"BOND BAND ASSY 8 ® ® 8 16"HARDO BODY BAND ASSY W/2"TRIM STRIP @ TOP&BTM �D aD a� IL w/2"TRIM STRIP @ TOP&BTM. - - - tT?i ARCHITECTURAL SHINGLE TYR M Q J _ p 4"HARDI END CAP(TYP)@ LAP SIDING TL- -1 = _ F-: � 3: _ Q p J J H LL F- _ B&B SHUTTERS w/ a d O iz STAYS&HINGES a a LL W LL a Q FOR 3060 WINDOW. a � °�° O o) 0 °�_ o CO co i� o 6"HARDI TRIM SURROUND(TYP) - 00 HARDI LAP SIDING VENEER NOT MEASURE ONE INCH (1") IF THE ABOVE DIMENSION DOES x 0 O CV ' ' � CV r � a0 � � f` (TYP)@ 2ND FLR. EXACTLY,THIS DRAWING WILL HAVE 12"x12"PEDESTAL 4SSY M BEEN ENLARGED OR REDUCED, � (TYP)HGTS.MAY RY -- AFFECTING ALL LABELED SCALES. Ilk I - - a BY REVISIONS DATE 4"HARDI END CAP(TYP) co a� EE E _ CD m —mss 0 N E .O E WEST ELEVATION Date: 5/23/16 z 4 SCALE: = 1'-0" 0 2 4 $ Scale: AS NOTED U O a Drawn: Job: - U Sheet CL 0 Y U N 7F O CA=7 w O C O OFFICE COPY J W W Plotted On: 5/23/16 i I 1'-411 O.H. (TYP) 4"HARDI TRIM SURROUND(TYP) STANDING SEEM METAL ROOF o/ ENGIN'D ROOF TRUSS ASSY.(TYP) ! HARDI LAP SIDING VENEER(TYP) ATTENTION: ti ALL FINISH MATERIAL,DOORS,WINDOWS 00 4"HARDI END CAP(TYP) d AND BUILT-INS ARE(REFERENCE)ONLY. THESE MATERIALS AND DIMENSIONS ARE I LOFT/ SUBJECT TO CHANGE (SEE BUILDER FOR FINAL PRODUCT) 1'-4" i a J O.H. (TYP) APPROX. 16X8 ENGINEERED TRUSS a O U °O 00 I BUN OUSEELL J J p _ r CONY.FRM.TRUSS SIZED BY ENG. r f _.____ �� LI _ p _ 1 r 2Q -7 CLG. W ._._._._._._._._._- _ � � -� ico Go d ; f } E --- _ 340 3C 40 - F D I F D m } RW KH F 2 6 W _ _ _ _ _ _ _ +FD F+76]" F D ;_ i} Q 0 \ OPNG.TO MUD RM. F 16"HARDI TRIM BAND ASSY. � - I H � _ f W o w/2 TRIM STRIP @TOP&BTM. C7 \ \ ! _ N = r _L fn (2)18X70 SHUTTERS w/HINGES Q O f = LL J J H �- \ HARDI LAP SIDING VENEER(TYP) I 1 O I I ( I T T _ \ a rte' r co O O N , it _1 i\`\ Ip 0 � \\ O O� 1( I\\ JIC? ; \\\ 00 J r PERMIABLE PAVER SURFACE \ } \ I I i I I I I i j M ,;..._....._._._._.__._...... I SECTIONSECTION 4 SCALE: 1/4" = 1'-0" 0 2' 4' 8' SCALE: 1/4" 1'-0" 0 2' 4' 8' O.H. (TYP) DR. FROM LOFT TO i ATTIC i 3 = It a. EZ HANDRAIL ISV.l`V FINISHE� _ ! (REF.ONLY) ELL co r SEE BUILDER t �� � i r { FOR STYLE2Q / C.L;G.o) Q + �;L,G AND FINISH.ATTENTION: [7:J-- i t ALL FINISH MATERIAL,DOORS,WINDOWS ` `-''L`'• AND BUILT-INS ARE(REFERENCE)ONLY. I j THESE MATERIALS AND DIMENSIONS ARE _ - - - - - -SUBJE-T TO-CHANGE- (SEE BUILDER FOR FINAL PRODUCT) ` Z ...._..... ... 1____..._ _..._..... _._._. _ _ _ _ _ _ M i.} OPNG. FROM GREAT RM. DR TO VESTIBULE TO FOYER AND FRONT ENTRY. OPNG. FROM F= AT OWNERS SUITE "-" - DINING TO \ m _ ^� SUITE#2 AND LAUNDRY } _ J (D OWNi € \\ I \ E ' J Q U' i LL I ` 3 ` Ur J J OWNERS EN/Di (� J a �. C HALLWAY U _ = I I \\ _ __I J Q = wo • i 10'CLG. H } ; i �_ a Q _ r ( ) > LL LL 1 Q' CLC ! LL ___- _O O l LL U- co . _ 3 i U) Cn _. 0 C) 1 SEE BUILDER FOR } N } 1 f 1 O } \ c O o E V g R co i 12 6� 12 6� OPEN RAFTER TAIL OPEN RAFTER TAIL 8"FASCIAASSY. SOFFIT w/T&G 8"FASCIA ASSY. SOFFIT w/T&G Z AT GABLES(TYP) UNDERSIDE(TYP) AT GABLES(TYP) UNDERSIDE(TYP) W - - - - DR.TO ----- --� APT.SUITE HARDI BOARD i I } PT.HANDRAIL HARDI BOARD F' AND BATTON ' 1 I F- ( ) `� F" AN N W (' ASSY(TYPIC i O ASSY TYP O = VENEER AT } I 12x12 PEDESTAL O VENEER AT D BATTO O 12x12 PEDESTAL STANDING SEAM 2ND FCR.(TYP) s _ i _ ASSY(TYP) STANDING SEAM 2ND FLR.(TYP) ASSY(TYP) J } \ I O a HGTS.VARY METAL ROOF o/ 0- T/S ! -� HGTS.VARY a � METAL ROOF o/ a CLOSET ______ } i = _ _ 12 _ OPEN RAFTERLL 12 bo OPEN RAFTER00 O ASSEMBLY. 6 E ° I '} - } _ - - rn -A T ASSEMBLY. 6 c�' - T- s E 000 � i } _ = 8 =1 :.i f I' N • „WBEAM � • a7 8"W BEAM � STORY �LL�...I € i •I °0 W (TYPICAL) (TYPICAL) } E :.... (� EF 9N FL-R. PARTMENT) Z - - - _ - - - - - _ - - .......__._...._.............._=.....-- U M _ ct M M ------------------...._. ::::::::_........ . M HARDI LAP - - - - i HARDI LAP HARDI SHEET --......._._..._ _._' HARDI SHEET ¢ VENEER H BODY BAND U) VENEER H BODY BAND J SIDING AT SIDING AT= -� ASSY.(TYP) 2 -- = - - W ASSY.(TYP) ¢ 1 ST FLR(TYP) J F= ( 1 ST FLR(TYP) "�---—�� U I,; O ___ + i F- } (D ¢ c� Z f c� = = 8x8 P.T.POST 8x8 P.T.POST = } I'3 CAR 2 N (TYPICAL) J a GA + EJ (TYPICAL) J I W F- + J ¢ a - LL ; a ¢ a J U a H: 00 (q 00 O 00 J CL 00 T _._._ S' CLG. -+-STEPDOJN ¢ • 56"Tx42"W - ---- r` co ! r ti 0) ` ` SUPPORT BRACKET co 2x6 FRAME WALL 00 °p ti IcoMADE FROM P.T. 12x12 PEDESTAL 12II- x12 PEDESTAL ASSY.(TYP) LINE INDICATES TO'OF CMU STEMWALL CMU RETAINING STEMWALL ASSY.(TYP) m (STYLE ISHO N IS HGTS.VARY x INNER __..._... _ _ HGTS.VARY _ _ _ _ _ _ _ _ _ _ _ _ REFERENCE ONLY) SEEN SECTION D—D SECTION C—C 4 SCALE: 1/4" = 1'-0" 0 2' 4' 8' SCALE: 1/4" = 1'-0" 0 2' 4' 8' i ATTENTION: ALL FINISH MATERIAL,DOORS,WINDOWS AND BUILT-INS ARE(REFERENCE)ONLY. 12 THESE MATERIALS AND DIMENSIONS ARE - _ _ _ _ _ _ _ - _ _ _ _ _ - _ _ _ - _ 3 SUBJECT TO CHANGE (SEE BUILDER FOR FINAL PRODUCT) 733 I' i --:�.�_-------- ' EXPOSED RAFTER = 12 - !�I AND BEAM CLG.@ ! SUMMER KITCHEN STANDING SEAM I _ _ O METAL ROOF o/ ` __..__ __._ ___. � ! 3E � Q i N = I = E B5 OPEN RAFTER ' _ ___ i! ._ } Q H ASSEMBLY. Cn 12 TIC �- i } € c i I 4 0 SUITE#5 00 2 I _ ci 8"W BEAM ii 00 ' ` g' CLG FIN. FLR.2ND FLR. ! Ii (TYPICAL) I} } .1 ao F— UI= ? ,;E • � 3 i. _ li i is HARDI LAP (~� _ .... ... .............__....._..._L>............................ I i i! } - _ =,� } n APT. FIN. FLR.2ND FLR. Q VENEER O €_ - _ SIDING AT 3 _ ~ 00 UW IN 1ST FLR(TYP) 8' k Lk i TFPD n ! �_ I i p I O _ - _ H � I i � i i E � � ; i O J U _ I OPNG. ' I i co--------------------------------- (.9 8x8 P.T. POST -� J -� �_ (0 _ °°mi i 2 (TYPICAL) ¢ ¢_ - 12x12 PEDESTA ' I H -- - -_.. . } _._._._ _. __ ___.__.- ._._ j 2 O O O ZOPNG. uEO - i O ASSY.(TYP)HG u- } H � O MAY VARY }W ' a _i % E co SUITE#2 N CV co -__ 1 0' '1...�L V. E _ _. }- i ID i - - D ------ i ;_ i I : T i 10' CLG. ZOPNGi f } I00 12x12 PEDESTAL . , I + ASSY.(TYP) ao M I HGTS.VARY ........._..... _ _ _ _ _ - _ _ _ _ _ - - 8' -C-LG.4-&TEPDOVvld - ---------- SECTION E—E 5 SCALE: 1/4" = 1'-0" 0 2' 4' 8' GALVANIZED METAL CHIMNEY CAP. STYLE AND FINISH MAY VARY FROM SHOWN. STANDING SEEM METAL ROOF o/ ENGINEERED TRUSS ASSY.(TYP) 0 C1 N STANDING SEAM HARDI LAP SIDING METAL ROOF o/ VENEER AT CHIMNEY(TYP) 12 OPEN RAFTER 8 ASSEMBLY. 12 16"x8"RIDGE BEAM(3 PLCS) 8 F-11 1/2" ATTENTION: fj ALL FINISH MATERIAL,DOORS,WINDOWS = 12 AND BUILT-INS ARE(REFERENCE)ONLY. _ T I c �� 4 THESE MATERIALS AND DIMENSIONS ARE T&G VENEER AT CEILING �� a SUBJECT TO CHANGE BETWEEN RAFTERS(TYP) �� E ► ('�T _ (SEE BUILDER FOR FINAL PRODUCT) a J � O co HARDI SHEET VENEER m - -�' ODW a. r (h Q M 0 Ob 12 00 ` 0 - - Y 3.5 vt \ `��F-7� � _ IF THE ABOVE DIMENSION DOES �� m cO I ( ��� W NOT MEASURE ONE INCH (1") LL P.T.WOOD SUPPORT BRACKET(2 PLCS) U EXACTLY,THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, _-- ----- .... ..._.._.------.._._._.........._.__-.-----.---.-_._. - (' AFFECTING ALL LABELED SCALES. a $°xs°P.T.POST(TYP) GRE u- LLJ BY REVISIONS DATE 0 T-611 Q ROO �,� 8"x8"P.T.POST(TYP) ami O O F- �, ¢ m ap = ti C7 ~ (7 O 0 -j W w W F- I- F- � J 12"x12"PED ASSY. m O X - _ ~ = C7 = _ ¢ ~ Ito: V T. CLG. FROM 3 O (TYR)HGTS.VARY � � � cv � i O J 2 F= � � J a J J m = C7 a _ _ Ci a LL a °- °- ¢ ¢ LANAI =a _ _.. = =N a FOYER CN OQ p OJ O F— Q10CLGa "-$ -_._. co VLT. CLG. FROM 14 , N N o U) _ w/GAS 12"x12"PEDESTAL ASSY. (TYP)HGTS.MAY VARY 0) � � � � � Date: 5/23/16 � a` - - - - - - - - - - - - - - - - --- - - - - - - - - Scale: AS NOTED Drawn: z U O a0Job: U Sheet CL 0 Y i {OFFICE COPYU) �+ SECTION F—F 0 6 SCALE: 1/4" = 1'-0" A-9 0 2 41 8 CD co MENOMONEE Plotted On: 5/23/16 U NOTE: ROOF FRAMING LEGEND: (1) ROOF OVERHANG SHALL BE 1'-4 FALSE WALL(TYP FRAMED OVER DOUBLE MEMBERS) UNLESS NOTED OTHERWISE. (2) ROOF PITCH VARIES SEE ROOF PLAN HEADERS-ENGINEER TO VERIFY FOR PITCH INDICATORS. (3) ROOF FRAMING TO BE PRE-ENGINEERED WOOD TRUSSES SET @ 24"O.C.. BEAMS,DOUBLED TRUSSES,OR GIRDER TRUSSES BY (4) ROOF FRAMING LUMBER TO BE#2 OR OTHERS-PER MANUFACTURERS SPECS BETTER. STEEL MEMBERS (5) INDICATES DIRECTION OF � 1'-4" 1'-4" TYP O.H. ROOF SLOPE. Q CONCRETE LINTELS OVERHANG (6) C=====> INDICATES INTERIOR CEILING VAULT. (7) INDICATES FALSE WALL. STEEL POSTS (8) INDICATES 2nd FLOOR WALLS. ® (-� WOOD POSTS I - - - - - - - - - - - - - - m - ROOF JOISTS OR ROOF TRUSSES BY OTHERS +_ n 13 6 PLT. HGT. - - - - - - - - - - - - - - Y PER MANUFACTURERS SPECS o000 ' NOTE: • I Q °° I I 10'-1 1/8" PLT. HGT. — BEAM,JOIST,OR TRUSS HANGERS I W ALL ROOF FRAMING TO BE PRE-MANUFACTURED ® o ROOF TRUSSES-TO BE INSTALLED PER I I < > w m MANUFACTURER'S SPECIFICATIONS(U.N.O.) ADDITIONAL INTERIOR BEARING MAY BE REQ'D I I (,� BY ROOF TRUSS MANUFACTURER. CONTRACTOR 10'-11/8" PLT. HGT. �- 8/12 8/12 4/12 I ' TO COORDINATE w/RESIDENTIAL DESIGNS BY I KEVIN GRAY AND WINDLOAD ENGINEER o I � II II 3.5/12 FALSE WALL I I - - — — — — — — — — — — — — — — — — — — — 14'-8 1/2" PLT. HGT. , o W I El. I � � _. _. _. _. _. _. _. _. _. _. 8/12 4/12 i 4'-0" I 6/12 6/12 � 8/12 <9> RIDGE RIDGE WQm I 17'-7" o/ALL PLT. HGT. 10'-1 1/8" PLT. HGT. o °' I ,.� 12'-1 1/8" PLT. HGT. N 8'-1 1/8" PLT. HGT 4- -44�/.� ( O + 16 3/4" FLR. SYS. 6/12 I + 8'-1 1/8" PLT. HGT. 6/12 Q W VAI-LEY m cn U J . J Q LuY I rn m W 4/12 I W 8/12 m cl) I 1 N 21# + 1 z O6/12 d. I O I 3/12 - I 6/12 I Q N - - - - - - - - - - - - - - - - - - - - - W - - - - - - - - - - - - - - - - - - - - , FALSE WALL 6/12 6/12 Z 8' CLG, II W , Q II II O RIDGE I I o I I L1- RIDGE RIDGECD W L � 9' CLG. ' I , � 0 I II II -_-__--- ------_ - ---_--_- 0 ° 3/12 II, W o ! II c 08 C LG. N O 6/12 J 6/12 6/12 O I RIDGE I 8' CLGI, ° L 4/12 R DGE RIDGE N = II 6/12 6/12 I I W 10'-1 1/8" PLT. HGT. 3/12 W 8/12 CL ' I _ _ _ _ _ - _ _ _ _ _ _ _ 6/12 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - o II 6112 � I (n I I 14'-4 1/2" PLT. HGT. 17'-7+' o/ALL PLT HGT. L - - - - - - - - - - - - - - - - — N N N N {� -< 8'-1 1/8" PLT HGT. o.4 Q + 16 3/4" FLR. SYS. o o a N w Y M + 8'-1 1/8" PLT. HGT. 1'-4° � — o RAKE 1 0" C 10'-1 1/8" PLT.. HGT. 18'-7 1/4" o/ALL PLT. HGT. 10'-1 1/8" PLT. HGT. NOT MEASURE ONE INCH (1") IF THE ABOVE DIMENSION DOES coE ,THIS DRAWING HAVE + 16 3/4" FLR. SYS. BEENT ENLARGED OR REDUCED, Y_ 7'-1 1/2" PLT HGT AFFECTING ALL LABELED SCALES. a BY REVISIONS DATE 17'-7" o/ALL PLT. HGT. 10'-1 1/8" PLT. HGT. 8'-1 1/8" PLT. HGT.CD - + 16 3/4" FLR. SYS. L N + 8'-1 1/8" PLT. HGT. E a cu 9' CLG, i E Date: 5/23/16 a Scale: AS NOTED U o Drawn: Job: z Sheet � CL OFFICE COPY -� N ROOF PLAN a— 0 a SCALE: = 1'-0" U. E 0 2 4 8' O cu ATTIC SPRAYED WITH CLOSED CELL FOAM INSULATION (SEE WALL SECTION) y Plotted On: 5/23/16 _ STANDING SEAM METAL ROOF(COLOR TO BE SPECIFIED BY OWNER) ENGR.WOOD TRUSSES @ 24"O.C. SEE PT. 1x4 NAILERS @ 12"O.C. (MAX) ELEV ON#30 ROOF FELT ON 7/16"O.S.B. ROOF DECKING CLOSED CELL METAL STRAPPING FOAM(SPRAY IN) AS SPECIFIED BY INSULATION ENGINEER CONT.T&G VENEER @ UNDERSIDE OF SOFFIT(TYP) TOP OF 2x6 EXPOSED PLATE RAFTER TAIL(TYP) 2x CLG JOIST (SEE JOIST PLAN) PT. 1x2 CAP W/GALV. EAVE DRIP 5/8"GYP. BD. „ WINDOW INSTALLATION (METHOD A-1 ) WINDOW INSTALLATION (METHOD B-1 ) (2)2x6 TOP PLATE 1 -4 TYP. O.H. WEATHER RESITIVE BARRIER(WRB)APPLIED PRIOR TO THE WINDOW INSTALLATION. WEATHER RESITIVE BARRIER(WRB)APPLIED PRIOR TO THE WINDOW INSTALLATION. CLOSED CELL FOAM FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. FLASHING APPLIED BEHIND THE MOUNTING FLANGE. (SPRAY IN)INSULATION STEPS 1/2"GYP. BOARD SECTION IN O HARDI-LAP ON VAPOR STEPS THROUGH WINDOW JAMB IN WATER SHEDDING FASHION, SECTION A BARRIER OR EQUAL ON O IN WATER SHEDDING FASHION, STARTING AT THE BASE OF THROUGH WINDOW JAMB " �� STARTING AT THE BASE OF THE WALL&WORKING TOWARDS 7/16 STRUCT. SHEATHING= THE TOP,INSTALL THE WRB THE WALL&WORKING TOWARDS THE TOP,INSTALL THE WRB TO THE FACE OF THE TO THE FACE OF THE SEALANT BEAD SHEATHING. f1 SHEATHING. BEHIND MO TING LANGE. O APPLY SILL FLASHING O APPLY SILL FLASHING 00 O APPLY JAMB FLASHING r 3 APPLY BEAD OF SEALANT AT BACK OF WINDOW ®APPLY BEAD OF SEALANT 0) FLANGE&SET WINDOW USING SEAL THE WINDOW FRAME TO AROUND THE PERIMETER OF PAN HEAD SCREWS O OPENING.APPLY A /8"NOM. THE BACK SIDE(INTERIOR FACILITATE INSPECTION. DIA.TO THE BACKSIDE SURFACE)OF WINDOW (INTERIOR)OF THE WINDOW MOUNTING FLANGE. .144 2x6 STUDS @ 16"O.C. ®APPLY BEAD OF SEALANT AT FLANGE,IN LINE WITH ANY 5 PRE-PUNCHED HOLES OR SLOTS. o O IMMEDIATELY INSTALL WINDOW SIDE JAMBS.EXTEND 8 1!2' FLASHING WRB USING PAN HEAD SCREWS TO o FLASHING PT.2x6 PLATE APPLY JAMB FLASHING SEALANT BEAD BETWEEN FACILITATE INSPECTION. 6 O JAMB FLASHING FLASHING AND MOUNTING © SEALANT BEAD BETWEEN AFTER INSTALLATION WOOD BASE APPLY BEAD OF SEALANT APPLY CONT.SEAL TO THE MOUNTING FLANGE. APPLY BEAD OF SEALANT MOUNTING FLANGE AND SEALALL CORNERS OF AT HEAD FLANGES AT THE TOP(HEAD)AND ACROSS THE FACE OF FLASHING. MECHANICALLY JOINED O SIDES(JAMBS)OF WINDOW. EXTEND MOUNTING FLANGE AT HEAD s FRAMES TO SEAL FRAME T&G PLYWOOD FLOOR APPLY HEAD FLASHING SEALANT AT JAMBS 8 /2"ABOVE O O APPLY HEAD FLASHING OBEAD APPLY A SEALAN D O THE SEAM JUNCTURE. ® THE R.O.AT HEAD.EMBED JAMB BACKSIDE(INTERIOR)OF THE FLASHING INTO SEALANTAND ®REMOVE PREVIOUSLY APPLIED MOUNTING FLANGE AROUND NOTE: REMOVE PREVIOUSLY APPLIED FASTEN IN PLACE. (FLASHING TAPE,ALLOWING WRB TO LAY THE ENTIRE PERIMETER. TAPE,ALLOWING WRB TO LAY GOES OVER SEALANT). PLACE BEAD IN LINE WITH FLAT OVER HEAD FLASHING. FLAT OVER HEAD FLASHING. ENGINEERS STRUCTURAL CRITERIA ANY PRE-PUNCHED HOLES FLASHING AT HEAD EXTENDS APPLY NEW SHEATHING TAPE SECURE WRB APPLY NEW SHEATHING TAPE OR SLOTS. V BEYOND JAMB FLASHING. MAY OVERRIDE SHOWN DETAILS. OVERDIAGONALCUTSEEAT HEAD OVER DIAGONAL cuT-SEE FOR STRUCTURALAND STRAPPING DIAGRAM. DIAGRAM' �z I INFORMATION, REFER TO ENGINEERING _ u� SHEETS �� 16"TRIM BOARD g �2 M FLASHING AT HEAD OAPPLY AA CDONT SEAL IA ALONG O/PT 1 x16 BD. SECURE WRB W/2"TRIM STRIP EXTENDS 1"BEYOND O MOUNTING FLANGE AT THE ® JAMB FLASHING. @ HEAD HEAD. FLASHING GOES OVER LL @ TOP&BTM. X112 1O MOUNTING FLANGE. EMBED O7 HEAD FLASHING ® BOTTOM OF HEAD FLASHING AGAINST SEALANT(FLASHING 16" ENGR. FLOOR EMBED BOTTOM OF THE GOES OVER SEALANT). TRUSSES @ 24"O.C. HEAD FLASHING AGAINST EXTEND HEAD FLASHING THE PREVIOUSLY APPLIED BEYOND EACH JAMB FLASHING. SEALANTGOES FASTEN IN PLACE. 16"T.J.I. 35 SEALANT NG OVER SEALANT).i EXTEND STANDING SEAM @ 24"O.C. U.N. HARDI-LAP ON VAPOR HEAD FLASHING BEYOND METAL ROOF(COLOR BARRIER OR EQUAL ON @ EACH JAMB TO BE SPECIFIED 7/16"STRUCT. SHEATHING" FASTEN N PLACE.FLASHING. BY OWNER) 5/8"GYP. BOARD O A ENGR.WOOD TRUSSES (2)2x6 TOP PLATE 5 A ® JAMB FLASHING @ 24"O.C. 5 JAMB FLASHING EXTEND JAMB FLASHING A A TO OVERLAP SILL EXTEND JAMB FLASHING FLASHING. EXTEND SEE PT. 1x4 NAILERS @ 12"O.C. (MAX) 2x6 STUDS @ 16"O.C. TO OVERLAP SILL JAMB FLASHING 8'/2" ELEV ON#30 ROOF FELT ON 7/16"O.S.B. C7 FLASHING. EXTEND (220MM)ABOVE ROUGH 9" ROOF DECKING = JAMB FLASHING 8 /2 OPENING AT HEAD. SEALANT ABOVE ROUGH APPLY TAPE AT a OPEN NG AT CK TOP OF HEAD. '"„ CORNERS TO JAMB FLASHING 9 SEALANT TEMPORARILY HOLD @ METAL STRAPPING UNDER THE FLAP FLASHING IN PLACE SILL FLASHING CLOSED CELL FOAM AS SPECIFIED BY OF WRB AT THE UNTIL WRB IS APPLIED. (SPRAY IN)INSUL. ENGINEER HEAD.SEE DIAGRAM. SILL FLASHING O SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, CONT.T&G VENEER SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, ® PLUMB,AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER PLUMB,AND LEVEL CONDITION. USE CORROSION 1O WINDOW MANUFACTURER FASTENER SPECIFICATIONS. @ UNDERSIDE R-19 INSULATION ® RESISTANT FASTENERS. FASTEN WINDOWS PER OF SOFFIT(TYP) WINDOW MANUFACTURER SPECIFICATIONS. s• I TOP OF PLATE 2x6 EXPOSED GALV. METAL STRAP SECURE O 135' s 1 CUT • 135*INE I OWEATHER RESISTANT RAFTER TAIL(TYP) PLATE&STUDS. (SIZE&SPACING O WEATHER RESISTANT s PT.2x6 SOLE PLATE W/SEMCOAS REQUIRED.) 9 ICUT NE '' BARRIER WRB TPP6 32 O.C. 1/2 x10 ANCHOR BARRIER(WRB) % LE,CAREFULLY CUT THE 2x CLG JOIST @ �., A I A 40 LJttjKtt ANU LE,CAREFULLY CUT THE BARRIER ON A DIAGONAL. GENTLY RAISE THE (SEE JOIST PLAN) PT. 1x2 CAP W/GALV. BOLTS @ 32"O.C.W/2x2xl/8"WASHER �' BARRIER ON A DIAGONAL. GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE EAVE DRIP MIN.2 PER BOARD. ON SOLE SEALER FINISHED SLAB TOP EDGE OF THE BARRIER UP AND TAPE THE 1 TOP CORNERS AND CENTER TO THE EXTERIOR TOP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE. WRB SURFACE ABOVE. 5/8"GYP. BD. INTERIOR VIEW FINISHED FLOOR INTERIOR VIEW TOP LEFT CORNER OF WINDOW (2)2x6 TOP PLATE 1, 11 r.'.:y •::.;. �.:,. ;: #5 CONT. ���•— � .:' —:��.. — TOP LEFT CORNER OF WINDOW TYP. O.H. CLOSED CELL FOAM (SPRAY IN)INSULATIONHARDI-LAP ON ��/��/��/ /�� �� {,:�' FIN. GRADE 1/2"GYP. BOARD TYVEK OR EQUAL ON 4"CONC. SLAB W/ /�// // /�/ ; _ 7/16 STRUCTURAL 6x6x10/10 W.W.M. \� ��\� ��\ WRAP WRB J SHEATHING \� \� INTO OPNG. a W/6 MIL VAPOR J) 00 BARRIER OVER �\ : 4.::�l� .:rf::.: CLEAN WELL TAMPED ///// / . , • ,•.e' ELEV EXTERIOR WALL SHEATHING • SEE TERMITE TREATED FILL45'-r�WRB/ wR6/ ... :. ... b0 CUT 2x6 STUDS @ 16"O.C. 100, 8"CMU STEMWALL (3)#5 REBAR 9" I KICK-OUT (WRB)WEATHER RESISTANT BARRIER PT.2x6 PLATE i WOOD BASE MAIN HOUSE METAL TO SHED WA ERAWAYFROM HOUSE EXTERIOR WALLROOF I � PER SPEC. 11 T&G PLYWOOD FLOOR SCALE: NTS I 2 (WRB)OVERLAPS THE 5x5 FLASHING J >.HGT.PER SPEC. I ROOF SHEATHING LI i WRB WRB i TEMPORARILY TAPE UP TOP FLAP INSTALL VULKUM AT THRESHHOLD REMOVE BOTTOM MODIFIED"J" PER MFG.INSTRUCTIONS. FASCIA WRB FLAP CUTIN WRB INSTALL DOOR,SHIM DOOR TO LEVEL i PLUMB AND SQUARE DOOR TO OPNG. HOLD BACK FASCIA U) 16"TRIM BOARD ^ AND DRIP EDGE 2" M U) O/PT 1x16 BD. ——————— ——————— ( 3 RIDGE FLASHING: `I FROM FACE OF WALL w/2"TRIM STRIP WRB METAL DRIP EDGE THE UNDERLAYMENT SHALL B INSTALLED IN WATER-SHEDING FASHION. THE LAST LAYER APPLIED AT THE RIDGE SHALL BE OUTSIDE FACE OF LL @TOP&BTM. METAL DRIP EDGE 26 GUAGE GALVANIZED ( FOLDED OVER THE RIDGE AND MECHANICALLY FASTENED,AT(36) EXTERIOR WALL I N.T.S. I O.C.MAXIMUM TO THE OPPOSI 4G SIDE OF THE ROOF.REPEAT THE 16" ENGR. FLOOR I ——— o PROCEDURE FOR THE OPPOSI JG SIDE OF THE ROOF. WHEN , TRUSSES @ 24"O.C. 6 I COMPLETED,THERE WILL BE T1rVO LAYERS OF UNDERLAYMENT FINISH OVERLAPPING THE RIDGE. EXTERIOR5 PER PLAN FASCIA 16"T.J.I. 35 I @ 24"O.C. U.N. I �� ,� Ix "Z"FLASHING I ( 4 1 HIP FLASHING: F- x 5/8"GYP. BOARD 1 29 GUAGE GALVANIZED I THE UNDERLAYMENT SHALL BE INSTALLED IN WATER-SHEDING i OUTSIDE FACE OF N.T.S. � EXTERIOR WALL�1 I FASHION. AT THE HIP LINE,FOLD THE UNDERLAYMENT OVER I (2)2x6 TOP PLATE I �/ ——— THE HIP AND MECHANICALLY FASTEN,AT(36)INCHES O.C. NOTE. WRB WRB wR6 -- I I MAXIMUM TO THE OPPOSING SI DE OF THE ROOF. REPEAT THE APPLY JAMB FLASHING TO BOTH SIDES APPLY HEAD FLASHING,EXTENDING 10" UNFOLD TOP FLAP AND COVER DIAGONAL PROCEDURE FOR THE OPPOSIh G SIDE OF THE ROOF. WHEN ENGINEERS STRUCTURAL CRITERIA OF DOOR TO DOOR FRAME TO WRB BEYOND DOOR ROUGH OPNG. CUT IN WRB WITH SHEATHING TAPE COMPLETED,THERE WILL BE TV JO LAYERS OF UNDERLAYMENT MAY OVERRIDE SHOWN DETAILS. EXTENDING 8V ABOVE DOOR ROUGH OVERLAPPING THE HIP. FOR STRUCTURAL AND STRAPPING OPNG. HARDI-LAP ON VAPOR I I INFORMATION REFER TO ENGINEERING NOTE:ALL FLASHING WILL BE SELFADHEARING AND ROLLED SMOOTH AND FLAT WITH A J-ROLLER. BARRIER OR EQUAL ON ��, 5 x 5 GALVANIZED FLASHING 5 CRICKETS AND SADDLES FLASHING: ' � 7/16"STRUCT. SHEATHING" � s J 26 GUAGE GALVANIZED —————— —————— — SHEETS _/ N.T.S. A CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE EXTERIOR DOOR FLASHING SCALE:NTS KICK-OUT FLASHING SCALE:NTS 00 2x6 STUDS @ 16"O.C. OF ANY CHIMNEY GREATER THAN(30)INCHES(762 mm) WIDE. r 1 DRIP EDGE FLASHING: CRICKET OR SADDLE COVERINGS SHALL BE SHEET METAL OR OF r CLOSED CELL FOAM THE SAME MATERIAL AS THE ROOF COVERING. 00 (SPRAYED IN)INSL PROVIDE DRIP EDGE AT EAVES AND GABLES OF SHINGLE ROOFS. j c OVERLAP TO BE A MINIMUM OF 3 INCHES(76 mm). EAVE DRIP �- GALV. METAL STRAP SECURE TO EDGES SHALL EXTEND 1/2 INCH(13 mm)BELOW SHEATHING AND Y PLATE&STUDS. (SIZE&SPACING EXTEND BACK ON THE ROOF A MINIMUM OF 2 INCHES(51 mm). (TYPICAL) c�i ( 6 BASE AND COUNTERFLASHING: EXTERIOR FINISH TYPICAL EXTERIOR FINISH o PT.2x6 SOLE PLATE W/SEMCO AS REQUIRED.) DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE INSTALLED M �I TPP6 @ 32"O.C., 1/2"^"X10"ANCHOR EITHER OVER OR UNDER THE UNDERLAYMENT.IF INSTALLED OVER BASE AND COUNTER FLASHING SHALL BE INSTALLED IN ACCORDANCE a a C° BOLTS @ 32"O.C.W/2X2X1/8"WASHER (1)#5 CONT. THE UNDERLAYMENT,THERE SHALL BE A MINIMUM 4 INCH(102 WITH THE MANUFACTURER'S IN iTALLATION INSTRUCTIONS,ORA METAL COUNTER TYPICAL EXTERIOR FINISH FACE OF SHEATHING oo MIN.2 PER BOARD. ON SOLE SEALER mm)WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE CONTINUOUS METAL MINIMUM INCH BY 4 INCH"L"FLASHING SHALL FLASHING FINISHED SLAB FLANGE. DRIP EDGE SHALL BE MECHANICALLY FASTENED A BE SET IN APPROVED FLASHINGOVER CHANNEL FLASHING CEMENT AND SET FLUSH TO THE METAL ROOF 'n BASE OF THE WALL,AND OVER HE UNDERLAYMENT. G.I."Z"BAR FLASHING BOTH METAL FLASHING UNDER BUILDING PAPER INSTALLED PRIOR TO IF THE ABOVE DIMENSION DOES 15 MAXIMUM OF 12 INCHES(305 mm)ON CENTER. WHERE THE HORIZONTAL AND VERTICAL METAL FLANGES SHALL BE FASTENED 6 INSTALLED ON TOP BASIC WIND SPEED PER FIGURE R301.2(4)IS 110 mph(177 , &BUILDING LATH &UNDER PAPER BACK NOT MEASURE ONE INCH Cu FINISHED FLOOR INCHES(152 mm) ON CENTER ITH APPROVED FASTENERS. ALL OF DECK FELT& METAL VALLEY (1°) a km/h) LAPS SHALL BE A MINIMUM OF 4 INCHES(102 mm),FULLY SEALED PRIOR TO N y METAL LATH kOR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET CONT.PT 1x4 FLASHING EXACTLY,THIS DRAWING WILL HAVE FINISHED GRADE (10 058 mm),DRIP EDGES SHALL BE MECHANICALLY FASTENED A IN APPROVED FLASHING CEMENT. FLASHING SHALL START AT THE FLOOR FINISH BEEN ENLARGED OR REDUCED, rY •:.�• AFFECTING ALL Y t..:. �,. .y;:.•,..� \ MAXIMUM OF 4 INCHES(102 mm)ON CENTER. LOWER PORTION OF THE ROOF TO ENSURE WATER-SHEDING LABELED SCALES. •s'`::. :'`.'-'.'..,.:.::sem _ :..•..>: C2 VALLEY FLASHING: CAPABILITIES OF ALL METAL LAPS. THE ENTIRE EDGE OF THE CONT.PT 1x4 .:•..:;.,.:,; :,..+:. ,....,.:.1.1.°:• :,.:,. .. ..f. 1/4"HARDIE METAL ROOF IL DRAINAGE VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE WITH THE HORIZONTAL FLANGE SHALL BE SEALED,COVERING ALL NAIL BACKER BOARD BY REVISIONS DATE MANUFACTURER'S INSTALLATION INSTRUCTIONS,BEFORE APPLYING PENETRATIONS WITH APPROVE J FLASHING CEMENT AND MEMBRANE. METAL FLASHING E VAPOR BARRIER \ \/\\/\\/\\/\\/� SHINGLES SHALL OVERLAP THE HORIZONTAL FLANGE,AND SHALL BE INSTALLED ON TOP _ SHINGLES. VALLEY LININGS OF THE FOLLOWING TYPES SHALL BE DECK FINISH = MINIMUM 6 MILL / / / / / / I PERMITTED: SET IN APPROVED FLASHING CEMENT OF ROOF FELT& aa) \/ /\\/\\/ �' '} f 1. FOR OPEN VALLEY(VALLEY LINING EXPOSED)LINED WITH METAL, BASE FLASHING SHALL BE OF EITHER CORROSION-RESISTANT METAL PRIOR TO SHINGLES ' / / '''lti...`^:,•:,: ' PROVIDED IN SECTION R905.2.8.1 OR MINERAL SURFACE ROLL / / / / / '''.� ,:; ��.:�: THE VALLEY LINING SHALL BE AT LEAST(16)INCHES(406 mm) ROOFING,WEIGHING A MINIMU OF(77)POUNDS PER(100)SQUARE 8"WIDE CONT.ROLL /\ WIDE AND MADE OF ANY OF THE CORROSION-RESISTANT METALS IN FLASHING NAILED METAL ROOF ICE& COMPACTED FILL \\ \\ \\/ /\�/ :f:;``p:,:,t�•::•' , °' FEET(3.76 kg/M2). COUNTERFL �SHING SHALL BE CORROSION- TO SIDE OF 1x4& WATER SHIELD TABLE R903.1 OF THE FLORIDA BUILDING CODE(2004). RESISTANT METAL WITH A MININ UM THICKNESS PROVIDED IN TABLE N 2. FOR OPEN VALLEYS,VALLEY LINING OF TWO PLIES OF MINERAL SURFACE FACE ROOF STRIP FLASHING E �� ROLL ROOFING,COMPLYING WITH ASTM D 6380 CLASS M OR ASTM D 3909, 903.1 IN THE FLORIDA BUILDING CODE(2004). SHEATHING INSTALLED 8 CMU STEMWALL W/ SHALL BE PERMITTED. THE BOTTOM LAYER SHALL BE(18)INCHES(457 mm) PRIOR TO ROOF L_ ALL CELLS CONC. FILLED AND THE TOP LAYER A MINIMUM OF(36)INCHES(914 mm) WIDE. FELT&SHINGLES (3)#5 REBAR 3. FOR CLOSED VALLEYS(A VALLEY COVERED WITH SHINGLES), aNOTE: (ONE)#5 VERTICAL VALLEY LINING OF ONE PLY SMOOTH ROLL ROOFING COMPLYING WITH E REBAR AT ALL CORNERS ASTM D 6380 CLASS S AND AT LEAST(36)INCHES(914 mm) Date: 5/23/16 75 WIDE,ORVALLEY LINING AS DESCRIBED IN ITEMS(1)AND SHALL BE PERMITTED. SPECIALTY UNDERLAYMENTT BALCONY FLASHING. ROOF TO WALL FLASHING ROOF TO WALL FLASHING VALLEY FLASHING Scale: AS NOTED a ABOVE S EXTERIOR WALL GARAGE COMPLYING WITH ASTM D 1970 MAY BE USED IN LIEU OF THE SCALE:3"=V-0" " 1'-0"SCALE:3 = LINING MATERIAL. 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IE:. ..............._... .t. I€ €€ � f I E I : SWITCH -i :I II l I=` :: - I 3 WAY SWITCH19 € _ r1j ;j o W o\ $ , I I i 30 60 P it k W N�11 € N _... ,., w-,:1,111: _. -�r� .. i I ... u zr..�c�on.,, .\a ._.�.„ para zea' - - i ... 1111 ._ ._ .x s O Y O �' PHONE/DATA JACK aw.. ,, ,,. 4111:« _ _ _ : a a o _ _____ I JUNCTION BOX o o 0 cfll < > : : \ N W - - <*> . T1- -_._.. .. .. _.........__ ___. - - ........ - __.1111._.-. .....1111.. 11-11.1-1111 - ._. IF THE ABOVE DIMENSION DOES �c NOT MEASURE ONE INCH (1") EXACTLY,THIS DRAWING WILL HAVE a, BEEN ENLARGED OR REDUCED, v AFFECTING ALL LABELED SCALES. a) it I Y BY REVISIONS DATE (L E 0 °' J m 0 Q N U ^L LL L a) Date: 5/23/16 _ _ ......... -- -....... .. _ . _ .--_ _ - - 1. Scale: AS NOTED n. : Drawn: w a_ Job: J C �, ..._ _ Sheet W ... _ __. ..._ _.. ...- __.... .__.... ___ .....- ___ ...... _ - _ U OFFICE COPY � a 0 Cn0 T 1 10 22 (D 2ND FLR ELECTRICAL Aml SCALE: 1/4" = 1'-0" 4, Q c ca o . li; z iN C ^' W Plotted On: 5/23/16 ` V DOOR SCHEDULE DOOR FRAME DETAILS Home Story ID HW SET NOTES TYPE W HT THK MATL GLZ W TTH K I HEAD JAMB SILL of 11 ST FLR FF 000 Decorative 18 T 81 /4 01-2fl I Ol-41t .... ...... ---------------------- .................. ........... ............. .......... ................................ ----------- ........... ..................... ........... ................ FLR FF 001 Decorative 18 31 89 1 0'-1 1/4 01-211 0;-4lf .....................................------------------------- ----------- .............. ------------ ----------- ---------- ......................................... 1 ST FLR FF 002 Horizontal 4 Panel 31 81 0'-1 1/4" Of-3/4 014" ........... .............. ........... ............... .......... .............. 1ST FLR FF 003 Empty 20' 8'-6" 1.25" 01-3/41' Of-411 ......................................................... ------------- ............................. -------------- ------------------ ----------------------------------------------- --------- .............. ------- 1ST FLR FF 004 Empty 41 8'-6" 1.25" Ol-3/411 01-41f .......... ....................... .............. ............ .... ........................ ................ .......... ................. .......... Horizontal 4 Panel 3f 8T 01-21f 1ST FLR FF 005 0'-1 1/41' 01-3/41' ............................. ----------- ------------ ------------ ------ ------------ -------------................................. ... ..................... ............. - — ---------- ------------ ------------ ............ oi- 1ST FLR FF 006 Empty 3' 71 1.25" 3/4" 0'-4" ................................... .......... ............... ......................................... .......... 0 Of-211 1ST FLR FF 007 Horizontal 4 Panel 3' 61-84f 0'-1 1/4 P-3/4" ............. .............. ....................... ----------------- ----------............................................................... ----------------- ............. .....................----------------------------------- ............................................. ....................... t......................... 1ST FLR FF 008 Empty T 71 1.25" 01-3/4" Ov-411 ................ ............. ............... ................ ...... ..........1 ST FLR FF 009 Horizontal 4 Panel 3f 8' 0'-1 1/4" Of-3/4" 0'41f -----------------_-_------- i-------------- ----------- .............------------------------------------ --------- ---------------------- ------_-------- -------------------------.......................................... 1ST FLR FF 010 Empty T-6" 84-601 1.25" Ol-3/4" 01-41# ........... ....................... ............................................ ....................................... .......... ........... ............................................................. 1ST FLR FF Oil Empty 6' 8-6" 0'-4" 1.25" U-3/4" ------------- .......... ........................ ------ ---------------------------------- .......... ............. 01-211 Horizontal 4 Panel 31 6 Ot-3/4" 1ST FLR FF 012 1-8" 0'-1 1/4" .......... .......................... ........... ................ ................ ............. ................ 1ST FLR FF Horizontal 4 Pa nel 41 61-8" Of-1 1/411 Of-3/411 0;-4'f ............. ...................... ----------- ............................................................. .......... ........... -----........ ---------- ---------- 1 ST FLR FF 014 Horizontal 4 Panel 31 8t i Of-1 1/4" Of-3/4" 004" ............. ............. ................ ..... ...................... ................................... ........................ ....... ............................ ....................... ........... ............ 1ST FLR FF Horizontal 4 Panel 31 8f 1 0'-1 1/4 U-3/4 Of-41' ----------------------------- .......... .......... ............. .................................................... -------------- .�I�I I�I I�.I.����-.�-�.-��-��--t......................................................................................................... -------------- 1ST FLR FF 016 Empty 61 8t-611 1.25" U-3/4 01-41f .......... ................................ ........................ .................. ................ . .. . . ........ .......... .............. ...........of Horizontal 4 Panel 3' 1ST FLR FF 017 61-811 1 01-1 1/411 3/41f 0'41f ----_--------------------------- ---------- ............... ---------------------------------------------------------------- ----- ----------- .......... ............. ---------- --------------------------------- ....................................No Grid 81 /41f U-3/4" 0'-2" I ST FLR FF 018 5v 0--i i ................. ...................... ...................... ............... ........... ........... ....... .......... it 1 ST FLR FF 019 H-V Grid 61 81 0'-1 1/4 U-3/4 0'-4" ........................ ---------------- ...........................------------- ............... -------------- .................. 1 ST FLR FF 020 H-V Grid 6r 8' 0'-1 1/4 01-3/411 Of-411 .................. .................... ---- ............................ ............ ........... ................... .......... 1 ST FLR FF 021 H-V Grid 61 81 0'-1 1/4 Of-3/4" 01-41f -------------- ------------- ----------- ........................------ ---------- 01-41; H-V Grid 0'-1 1/4 01-3/4" 1ST FLR FF 61 81 z .......... z ................ ............ .......... ................. ............ ................... 0'-1 1/4 01-410 1 ST FLR FF 023 Style 3 8' 8# 0'-3" ............ ............ .......... ............ ------------------- ..........-------------- ----- 1ST FLR FF 024 Louvered 1 T 6'-8'f 01-1 1/4" Of-21f Ov-41' ............... ............... ...................... Decorative 18 6-8" 0--1 1/411 0'-2fl 1ST FLR FF 024 T 01-411 .................. ---------- .1-1-11.V.1-11-1-1111-1........... ------------- --------------- ---------------- ------------------------------- ................. .......... .............. ..................................... z Style 3 81 0'-1 1/4 014? 1 ST FLR FF 16' 0141 ............. ........... ..................... ............... .................. . .. ...................... Of-411 1 ST FLR FF 31 6 0'-1 1/4 01-201 --------- ----------- -------- ..................................... ----------------- ............................... ............................. 0'-1 1/4" 01-3/4" U-411 AST FLR FF 027 H-V Grid 6' 81 ............................ ........... .......... ........... ........... ..................................... ................. ........... ................... ........... 1ST FLR FF Empty 31 8' 1.25 OP-3/4" Ol-411 ........... --------------------- -------- ..........Of 1ST FLR FF Horizontal 4 Panel 3' 81 0'-1 1/4 3/411 01-21' ............. ........... ............ ............... ............ ................... .... ....... ............... . ..... 01 1ST FLR FF D55 No Grid 6f 8' 01-1 1/4" 3/4" Of-411 .......... ................ ........... -------- ....................................... ----------.............. ----------- ---------- -------------- 01-411 1ST FLR FF D56 No Grid 61 81 0'-1 1/4 01-3/411 ...................... ....................... .......... 0;-4" FF 2ND FLR D39 Horizontal 4 Panel T 6'-8" U-1 1/4" Of-3/4" .. ......... --------------------------- ---------- ............ ---------- ..........Of FF 2ND FLR D40 Horizontal 4 Panel 1 21-8`1 6v-8y' 0'-1 1/4 3/41f 01-411 .................. ....... .................. ................... .......... .......... .......... ...............................1............... ............. .......... ............. ...................... 0'-4 Horizontal 4 Pa FF 2ND FLR D41 nel 11 21-8f' 6'-8 0'-1 1/4 U-3/4" ------------------------------------------- ----------------- ------ ---------- ............................... ........................... ---------------- ............ ........ 01-3/411 0#411 FF 2ND FLR D42 Horizontal 4 Panel 2#-811 6-8" 0'-1 1/411 ............ .................. ........... ....................... ............. ...................... .......... ........... ................... ................ ................. FF 2ND FLR D43 Horizontal 4 Panel 21-811 6'-8" 0--1 1/411 01-3/4" 01-4' ................ ------------------------------ ............... ------------ _--------- of ---------------- FF 2ND FLR D44 Horizontal 4 Panel 21-811 6v-811 0#-1 1/411 0'-3/4 411 .................. ............ ............ ............. ........... .......................... ................... .......... .......... ................ ........... FF 2ND FLR D45 Louvered 1 41 61-8" 01-1 1/4" U-3/4 0'-4" -----------....................- ------- ------------- ...........I................... --------------.............. -------------- . .... ...... . ....................... ...................... FF 2ND FLR D46 Louvered 1 4t 61-8" 01-1 1/4" 01-3/411 OY-411 ............ ............ ................. .............. ................. ........... ........... ........... ........... ............ .......... ............. ............ ..................... ............. ............ FF 2ND FLR D67 No Grid 31 6f-8#1 0--1 1/4" of-3/411 01-411 --------------- .......... ............... ........... ................... ............... ........... ....................... ........................... ......------------------- Of-410 FF 2ND FLR D68 H-V Grid F 6f-8't 01-1 1/41f U-3/4" ............ ........... .............. ............ ............................. ........... 0 FF 2ND FLR D69 Horizontal 4 Panel 31 01-1 1/4" U-3/4" 1-41' z ........................................................... ...................... ........ .......... ----------- FF 2ND FLR D70 Horizontal 4 Panel 3' 61-811 Ol-1 1/411 01-3/4" 01-411 .................. ........................... ............. ..................... ............. .......... ............. FF 2ND FLR D71 Louvered 1 5t 6f-8t' 0'-1 1/4" of-3/4" 014" ---------------------------------------- --------------- ----------- ...... .............------------ ............ ------------ ............ ..................... FF 2ND FLR D72 Louvered 1 3' 6-8" 1 01-1 1/4" ov-3/411 0'-2" ........... ............ ..................... ............ ........... ........... .................... ...... ................. ......................Door Schedule SCALE: 1' 1 1-011 0 1/2" 2" WINDOW SCHEDULE SIZE Home Story ID P E I WIDTH HEI(":)HT 1 1ST FLR FF 000 30 6* -------- --------- --------------------- 1ST FLR FF 001 2' 41 ............. ............... . ............ ................................................... 1ST FLR FF 002 31 71 ---------------------------- __-__- 1ST FLR FF 003 31 ................................................................................... .............. ............... ......................................... ............................. 1ST FLR FF 004 3' 8, ------------------ ---------------------- ------------------------ ------------- 1ST FLR FF 005 41 T-51w ...................................................................................... .............. ......................... .................................................. ................................................ 1 ST FLR FF 008 Z-640 2'-6" --------------------------- ------------------------------- 1 ST FLR FF 024 30 5#-6k' ...........I................................................................................................................................................................ ........................I............. 1ST FLR FF 025 3' 50-61 --------------------------------------------------------------------------------------------------- ............ -------------------------- -------------- 1ST FLR FF 026 3' 5'-611 .......................................... .................................................... ........................... z I ST FLR FF 027 31 61 ----------------------------------------------------------------------------------------------- --------------------------- 1ST FLR FF 028 31 6k ........................................................ ....................... ............... ........................ ............. ...................... 1ST FLR FF 033 2r-611 Z-61$ ---------- ------------------------------------ -------------------- 1 ST FLR FF 034 Z-611 .................. ............................... ............................................................... .................................................. 1 ST FLR FF 036 31 6' —----------- ------------------------ ------- --------------------------- --------- IIST FLR FF 037 3' 8 ........................ .. . ... ...................... ........... . ............. ............................................ 1ST FLR FF 038 3' 81 ------------ -------- 1ST FLR FF 039 3' 8 . .. ........................................................... ....................................................... .............................. ............. 1 ST FLR FF 040 31 81 ----------------- --------------------- ------------- ------------------------- ------------ 1ST FLR FF 041 31 8t ................. ........................... ............................................. 1ST FLR PLT 013 21-8-1 21-61 ------------------- -------------------------- ------------------- ------------------- 1 ST FLR PLT 014 7-8" Z-61v ................... ................................. ........... ................................. 1ST FLR PLT 015 24-81' 2'-T ------------------------------------- ------------------- ------------ ------ I------------------ ----------------------------------------- 1ST FLR PLT 016 Z-811 21-6" .............................................................. .......... ........................................ 51 IFF 2ND FLR 004 3' --------------- -------------- ---------------------------- ------------------- ----------- FF 2ND FLR 005 51 3' .................................................................................. ................................. .......................................................................... ...................................................... FF 2ND FLR 008 31 5' ----------- ---------- ------------------ ----------------------------- ---------------- ----------------- FF 2ND FLR Oil 3' 4t ............................................. .. .................................................................................... I? FF 2ND FLR 012 30 4- M --------------------- ----------------- ------- FF 2ND FLR 019 3' 5f ........... .................. ............................................................................. 53 FF 2ND FLR UZU 31 ----------------------------------------- --------------- ----------------------- FF 2ND FLR 021 31 F IF THE ABOVE DIMENSION DOES W NOT MEASURE ONE INCH (1") ................................................... ............ . .................................................................. ...................................................................................................... EXACTLY,THIS DRAWING WILL HAVE FF 2ND FLR 022 3P 41 ------------------------------------ ------------ ------------------------------------------ ---------- AFFECTING ALL LABELED SCALES. FF 2ND FLR 023 21-610 ........... .......................................................... .......... ...................................................... BY REVISIONS DATE FF 2ND FLR W22 31 61 ----------------- ---------------------------- -------- ---------- -------------- W E FF 2ND FLR W23 31 6 0 ................ ............................................. ............ FF 2ND FLR W24 T 6 ------------------------------------------------------------------------------------------------ ------------------------- 1 FF 2ND FLR W29 2' 4* ............................................................................................................ LO FF 2ND FLR W29 3' 51 --------------------------------------------- -------- ------------------------------------------------ ---------- 04 E 0 CU E Date: 5/23/16 Z Scale: OTED co t5 Drawn: Job: Sheet OFFICE COPY Window Schedule 2 SCALE: 1' -011 E 0 21# C cc 0 A=1 4 o C 0 Plofted On: 5/23/16 M